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Construction Plan
I� - � �` � -r I � ` i ' ', • � � `• � � . . • i , � it._ _ _ I I _ _ _ _. _..- �.__T__.__ _ i � � IVN� L-IMF 1 - ' C•�T� RS OUL V D NIIINIIII�M 9 IITI! ITV Q�CDAI►ICIRI� ITV MATQIX CAQ TI.IIC DQA_I�f_T 41 s HE E E� I N��� UTILITY/ GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY - OTHERS RESPONSIBILITY - GAS ATMOS ENERGY CORPORATION -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO 297 EARL RUDDER FREEWAY ENSURE INSTALLATION ANDIORPROTECTION OF GAS LINES ARE BRYAN, TEXAS 77802 COMPLETED PRIOR TO PAVEMENT OR CURB PLACEMENT CONTACT: KIMBERLY WINN -ANY RELOCATION OF EXISTING WILL BE DONE BY ATMOS ENERGY PHONE: (979) 774-2506 -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER CORPORATION. THE GAS COMPANY REQUIREMENTS TELEPHONE VERIZON COMMUNICATION -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE, -TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONE 607 UNIVERSITY DR E. COMPANY TO ENSURE INSTALLATION OF ADDITIONAL UNDERGROUND CABLES FROM THE POINT OF CONNECTION UP TO THE BUILDING COLLEGE STATION, TX 77840 LINES ARE COMPLETED PRIOR TO PAVEMENT OR CURB PLACEMENT -VERIZON COMMUNICATION CONTACT: BRENDA VAJDAK -PROVIDE AND INSTALL 1-4" SCHEDULE 40 PVC CONDUITS WITH PULL -ANY RELOCATION OF EXISTING WILL BE DONE BY VERIZON PHONE: (979) 821-4770 (PH) ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM THE COMMUNICATION (979) 821-4836 (F) RISER POLE UP TO THE BUILDING. COORDINATE ADJUSTMENTS AND/OR RELOCATIONS OF EXISTING PEDISTALS AND LINES. PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY REQUIREMENTS ELECTRIC COLLEGE STATION UTILITIES -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLES 1601 GRAHAM ROAD FOR THE INSTALLATION OF UNDERGROUND LINES AND PULL BOXES NEEDED TO ESTABLISH PRIMARY OVERHEAD SERVICE FROM POINT COLLEGE STATION, TX 77842 ARE COMPLETED PRIOR TO FINAL PAVEMENT OR CURB PLACEMENT OF CONNECTION AT THE EXISTING LINE UP TO THE TRANSFORMER CONTACT: SAM WEIDO -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC OR HDPE SOLID, -COLLEGE STATION UTILITIES SMOOTH WALL, SDR-11, GREY CONDUITS WITH PULL ROPES, PHONE: (979) 764-6314 (PH) (979) 764-3452 (F) INCLUDING DIRECTIONAL BORING, TRENCHING AND BACKFILLING, -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE FOR THE UNDERGROUND PORTIONS OF REROUTING OF ELECTRICAL FOR ALL UNDERGROUND LINES UP TO AND BETWEEN THE SERVICES ACROSS AND AROUND THE SITE, INCLUDING DEMOLITION TRANSFORMERS AND INSTALLED PULL BOXES -COLLEGE STATION OF EXISTING AND FOR THE PRIMARY FROM THE RISER POLE UP TO UTILITIES THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER POLE AND RIGID METAL, LONG RADIUS, ELBOWS SHALL BE USED WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER -CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANY'S SPECIFICATIONS -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS -PROVIDE 10 DAYS NOTICE TO ELECTRIC COMPANY FOR PULL BOX AVAILABILITY, SCHEMATIC PLANS AND COORDINATION OF INSPECTIONS BEFORE BEGINNING WORK ON PRIMARY ELECTRICAL REROUTING. SANITARY CITY OF COLLEGE STATION -PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED 1101 TEXAS AVENUE APPURTENANCES PER THE PLANS AND SPECIFICATION -ALL NEW AND REROUTED LINES SHALL BE TESTED, APPROVED AND SEWER COLLEGE STATION, TX 77842 -ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL BE ASTM ACCEPTED BY THE CITY OF COLLEGE STATION BEFORE EXISTING CONTACT: FRED SUROVIK 2241 AND RATED SDR 26 OR D.I. PIPE LINES CAN BE ABANDONED OR DEMOLISHED. PHONE: (979) 764-6338 -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND CITY OF COLLEGE DEPARTMENT OF PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. WATER CITY OF COLLEGE STATION -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED 1101 TEXAS AVENUE APPURTENANCES PER THE PLANS AND SPECIFICATION -ALL NEW AND REROUTED LINES SHALL BE TESTED, APPROVED AND COLLEGE STATION, TX 77842 -ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE C-909 PVC, DR14 ACCEPTED BY THE CITY OF COLLEGE STATION BEFORE EXISTING CONTACT: FRED SUROVIK CLASS 200 OR D.I. LINES CAN BE ABANDONED OR DEMOLISHED. PHONE: (979) 764-6338 -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR -ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND CITY OF COLLEGE DEPARTMENT OF PUBLIC WORKS. SEE UTILITY PLAN FOR REQUIREMENTS. THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. 2 ADDED GUIDE RAIL AT EAST AREA OF SITE 2 ADDED SITE LEGEND ITEM - V OREVISED SPOT ELEVATIONS AT TRUCK DOCK AND ENVIRONMENTAL CAGE 2 ADDED JUNCTION BOXES IN FRONT OF BUILDING 2 ADDED STORM SEWER LINES IN FRONT OF BUILDING 2 REVISED UTIUTY LEGEND ITEM - E 2 REVISED CANOPY TREES PLANT UST NO. ADDENDUM -25-09 BP I JG C-1 -25-09 BP JG C-2 -25-09 BP JG C-3 -25-09 BP JG C-3 & C-4 -25-09 BP JG C-4 -25-09 BP JG C-6 -25-09 BP JG L.5 DATE DRAWN APPVD SHT.NO. LEGAL DESCRIPTION BEING LOT FOUR A (0). LOT FOUR D (4D), AND LOT FOUR E (4E), BLOCK FIFTEEN (15). SOUTHWOOD PLAZA, PHASE TWO, AN ADDITION TO THE CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS, ACCORDING TO THE REVISED PLAT OF LOT 4. BLOCK 15, SOUTHWOOD PLAZA, PHASE TWO, RECORDED IN VOLUME 1203. PAGE 143, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, AND BEING LOT 3. BLOCK 15. OF THE CORRECTION PLAT OF SOUTHWOOD PLAZA PHASE ONE. RECORDED IN VOLUME 1046, PAGE 591, OFFICIAL RECORDS OF BRAZOS COUNTY. TEXAS, AND BEING LOT 4J, AND LOT 4K. OF THE REPLAT OF LOT 48, BLOCK 15, OF SOUTHWOOD PLAZA PHASE 11, RECORDED IN VOLUME 2153, PAGE 93, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. T TOTAL SITE AREA 23.24 Ac. U ELOODPLAIN NOTE: THIS PROPERTY IS LOCATED WITHIN ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN, AND ZONE 'A', AREAS WITH NO BASE FLOOD ELEVATIONS DETERMINED.AS SHOWN ON F.I.R.M. PANEL NO.48041C 0144C. BRAZOS COUNTY, TEXAS DATED JULY 2. 1992. AND AS SHOWN ON F.I.R.M. PANEL NO.48041C 0182C. BRAZOS COUNTY, TEXAS DATED JULY 2, 1992 THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. ENGINEER DOUCET & ASSOCIATES, INC. FIRM REGISTRATION #3937 7401 B-HIGHWAY 71 WEST SUITE 160, AUSTIN, TX 78735 (512) 583-2600 TELEPHONE (512) 583-2601 FAX FIRM REGISTRATION #3937 i CABLE SUDDENLINK 4141 E. 29TH STREET BRYAN, TX 77802 CONTACT:RONALD LOPEZ PHONE: (979) 595-2447 PLANNING AND DEVELOPMENT SERVICES 1101 TEXAS AVENUE COLLEGE STATION, TX 77842 CONTACT: LANCE SIMS PHONE: (979) 764-3742 (PH) (979) 764-3496 (F) VICINITY MAP SCALE: 1'=1,000' TEXAS DEPARTMENT OF TRANSPORTATION BRYAN AREA OFFICE 1300 NORTH TEXAS AVENUE BRYAN, TX 77803 CONTACT: BRYAN ALAN WOOD, P.E. PHONE: (979) 778-9600 LOCATION SERVICES COLLEGE STATION I -CALL PHONE: 811 I. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS." 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. I. COVER SHEET 2. NT-I GENERAL NOTES SHEET 3.. ES PHASE I EROSION AND SEDIMENTATION CONTROL PLAN 4. ES-1 PHASE 2 (I LOC) EROSION AND SEDIMENTATION CONTROL PLAN 5.. ES-2 PHASE 2 (II LOC) EROSION AND SEDIMENTATION CONTROL PLAN 6. ES-3 PHASE 2 (III LOC.) EROSION AND SEDIMENTATION CONTROL PLAN 7. ES-4 PHASE 2 (IV LOC) EROSION AND SEDIMENTATION CONTROL PLAN 8. ES-5 PHASE 2 (V LOC) EROSION AND SEDIMENTATION CONTROL PLAN 9. ES-6 PHASE 2 (VI LOC) EROSION AND SEDIMENTATION CONTROL PLAN 10. ES-7 PHASE 2 (VII LOC) EROSION AND SEDIMENTATION CONTROL PLAN 11. ES-8 PHASE 2 (VIII LOC) EROSION AND SEDIMENTATION CONTROL PLAN 12. B-I BOUNDARY AND TOPOGRAPHIC SURVEY 13. UA-1 UTILITY ABANDONMENT PLAN 14. UE-1 UTILITY EASEMENT PLAN 15. DM -I DEMOLITION PLAN 16. DM-2 DEMOLITION PLAN LEGEND 17. PH-1 PHASE I PHASING PLAN 18. PH-2 PHASE II PHASING PLAN 19. PH-3 PHASE III PHASING PLAN 20. PH-4 PHASE IV PHASING PLAN 21. PH-5 PHASE V PHASING PLAN 22. PH-6 PHASE VI PHASING PLAN 23. PH-7 PHASE VII PHASING PLAN 24. PH-8 PHASE VIII PHASING PLAN 25. PH-9 PHASING PLAN LEGEND 26. C-1 SITE PLAN 27. C-2 SITE PLAN LEGEND 28. C-3 GRADING PLAN 29. C-4 STORM SEWER LAYOUT 30. C-5 UTILITY PLAN 31. C-6 UTILITY PLAN LEGEND 32.. C-7 DETENTION POND PLAN AND DETAILS 33.' C-8 EXISTING DRAINAGE AREA MAP 34. C-9 PROPOSED DRAINAGE AREA MAP 35. C-10 DRAINAGE CALCULATIONS 36. C-11 8" WATER LINE "A" PROFILE 37. C-12 8" WATER LINE "B" & "C" PROFILE 38. C-13 8" WASTEWATER LINE "A" PROFILE 39. C-14 8" WASTEWATER LINE "B" PROFILE 40. C-15 8" WASTEWATER LINE "C" PROFILE 41. C-16 4" & 6" WATER LINE LEAD PROFILES 42. C-17 UTILITY CROSSING PLAN 43. D-1 EROSION/SEDIMENTATION CONTROL DETAILS 44. D-2 EROSION/SEDIMENTATION CONTROL DETAILS 45. D-3 EROSION/SEDIMENTATION CONTROL DETAILS 46. D-4 SITE PLAN DETAILS 47. D-5 SITE PLAN DETAILS 48. D-6 SITE PLAN DETAILS 49. D-7 SITE PLAN DETAILS 50. D-8 SITE PLAN DETAILS 51. D-9 DRAINAGE DETAILS 52. D-10 DRAINAGE DETAILS 53. D-II UTILITY DETAILS 54. D-12 UTILITY DETAILS 55. D-13 UTILITY DETAILS 56. TL-I TURN LANE IMPROVEMENTS 57. TL-2 TURN LANE IMPROVEMENTS 58. TC-I TRAFFIC CONTROL PLAN 59. TC-2 TRAFFIC CONTROL DETAILS 60. PV-I PAVEMENT REPAIR AND REPLACEMENT PLAN 61. PV-2 PAVEMENT REPAIR AND REPLACEMENT DETAILS 62. SL-I SITE LIGHTING PLAN 63. LI LANDSCAPE PLAN 64. L2 LANDSCAPE PLAN 65. L3 LANDSCAPE PLAN 66. L4 LANDSCAPE PLAN 67. L5 LANDSCAPE DETAILS AND CALCULATIONS 68. L6 LANDSCAPE NOTES AND DETAILS 69. L7 IRRIGATION PLAN 70. L8 IRRIGATION PLAN 71. L9 IRRIGATION PLAN 72. LIO IRRIGATION PLAN 73. LII IRRIGATION DETAILS 00 ? ��rl) REVIEWED FOR COMPLIANCE JUL 0 7 2009 5 C%(,F.9.L9I9TION DEVELOPER WAL-MART REAL ESTATE BUSINESS TRUST 2001 S.E. IOTH STREET, SWDC BENTONVILLE, ARKANSAS 72716-0550 (479) 273-4000 PHONE �OF �F-T'`I ••.. ••�•JOE ••GRASSO •• ................................ •.�, 73285 2 s• o1� k- I,. U B L1 10 F C H Matchline - Refer to sheet L4 for continuation of plan REVISIONS Mal, Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS 2709 S. Lamar Blvd. U24 S. Beckham Ave. Suite M Suite 244 Austin, TX 78704 Tyler, TX 75701 S12-443-3512 tel. 903-533-8898 tell./fax S12-443-3589 fax Jdoin la ndresarcededgiLmn TREE LEGEND Canopy Trees BC Bold Cypress LO Live Oak SHU Shumard Oak CE Cedar Elm BUR Bur Oak MW Mexican White Oak�CO Chinquapin Oak Ornamental Trees Wax Myrtle RB Redbud (: c4d TY Tree Yaupon PM Pomegronite CM Red Cropemyrtle RV River Birch ML Mountain Laurel 0 1 Existing tree 0 Existing tree \ / to be removed to remain Provide barricades to protect existing trees to remain • • Big Blue Liriope 4" pots 12" oc Asian Jasmine c�Q 4" pots 12" oc c`c + + + + + Perennial Grosses ++++++++++ 4" pots 18" oc F Shrub Legend DY Dwarf Yaupon MF Mex. Feathergrass Pv Pavonia AB Am. Beauty Berry BB Butterfly Bush CS Cherry Sage DA Dwf. Abelia BM Big Muhly GM Gulf Muhly YB Yellow Bells X GL Giant Liriope W RO Rosemary RY Red Yucca SU Sumac > GS Green Cloud Sage (o �— MF Mexican Feathergrass 0 z DFG Dwarf Fountain Grass 1 DB Dwarf Burford Holly O O JU Juniper � ♦ ,� TS Texas Sage �•J DIH Dwarf Indian Hawthorne PL Plumbago 0 ccN LANDSCAPE NOTES H Z Cc 1. Hydromulch all areas disturbed by W construction with Sahara bermudo gross. • Cc z 2. The project will have an undergound automatic irrigation system to water all new plantings. W 0 3. Install 4" layer of hardwood mulch to all planting beds. 4• Bed Preparation to be Composted Cotton (� Burr mix. 12" depth for shrubs. � 5. Install 4" steel edging between all shrub W W beds and gross areas. V W 6. 100% coverage of groundcover, decorative 1 J paving, decorative rock (not loose), or a J J perennial grass is required in parking lot Q ♦0 islands, swales and drainage areas, REVIEV Y ED FOR � v parking lot setback, rights —of —way, and . adjacent property disturbed during ` construction. COMPLIANCE Refer to Sheet L5 & L6 for quantities, JUL p 1 2009 planting details, & landscape calculation . Arl 4 r PLAA • • 15 30 .• NORTH vvuF-uC ini lulu PLAT FOP pENT���VI�9 (I 120 L1'�P co CA co Cw 6/3/09 w QD rUj z 0 z W (j mzzC/) Ll.l W CC CC �--0 to yro W co CM DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L Ll OF SHEETS 2 R 10 11 0 - B C A F w9 G tr - H LOT 1TING AND RESUBDIVISION PLAT BLOCK 14C JTHWOOD VALLEY SECTION 19 VOL. 910, PG. 583 O.R.B.C.T• LOT 5f4 RESL1B-1'X'v1S10jN PLAT L0 11 14C- O U r jo L. 1006, PG. 1 5 5 W m 4 I 5 I 6 I 7 I 8 I 9 •Higher than curb —Hi ber''than curb Higher,than curb 5 LO 059 0E- 0E 0E _ __ 0E----- _ �E r ...-' CAE �� 1 ■ 901>0000 HU 148 Liriope 9016 .0 , 9017„% / two i5 Asian Jasmine c to kz 0 J w v Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS V09 S. Lamar Blvd 1324 S. Beckham Ave. Suite 11D Suite 244 Austin,, TX 78704 Tykr, TX 7S701 512-443-3512 teL 903—S33-898 teL/fax 512-443-3589 fax jolmrllandreswcedesign cam TREE LEGEND Canopy Trees BC Bald Cypress LO Live Oak SHU Shumord Oak (:CE Cedar Elm BUR Bur Oak MW Mexican White Oak Co Chinquapin Oak Ornamental Trees (:WM Wax Myrtle (:RB Redbud TY Tree Yaupon PM Pomegronite S Red Cropemyrtle RV River Birch ML Mountain Laurel o Existing tree o Existing tree \ / to be removed to remain Provide barricades G to protect existing trees to remain Big Blue Liriope Native Grass 4" pots 12" oc ...... Seed Mix see Sheet L5 Asian Jasmine 4" pots 12" oc +++++ + 4 + + + + + Perennial Grosses (see Sheet L5) 4 t + ++++++++++ 4" pots 18" oc Shrub Legend DY Dwarf Yaupon MF Mex. Feathergrass Pv Pavonia AB Am Beauty Berry BB Butterfly Bush CS Cherry Sage DA Dwf. Abelia BM Big Muhly GM Gulf Muhly YB Yellow Bells GL Giant Liriope RO Rosemary RY Red Yucca SU Sumac GS Green Cloud Sage MF Mexican Feathergrass DFG Dwarf Fountain Crass DB Dwarf Burford Holly JU Juniper TS Texas Sage DIH Dwarf Indian Hawthorne PL Plumbago LANDSCAPE NOTES 1 • Hydromulch all areas disturbed by construction with Sahara bermuda grass. 2. The project will have an undergound automatic irrigation system to water all new plantings. 3. Install 4" layer of hardwood mulch to all planting beds. 4• Bed Preparation to be Composted Cotton Burr mix. 12" depth for shrubs. 5. Install 4" steel edging between all shrub beds and gross areas. 6. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or c REVIEWED FOR perennial grass is required in parking to islands, swales and drainage areas, the(�MP��IAf°��('E parking lot setback, rights -of -way, and COMPLIANCE��...!! adjacent property disturbed during &.,, construction. JUL 012009 Refer to Sheet L5 & L6 for quantities, COLLECk b IAI 10N planting details, & landscape calculations. DEVELOPMENT SERVICES PLAT FILED: [q `tl I - 1110 SCALE: 1 " = 30' s V 2 � o � N in ctf � X 0�. �N0_ Q �r N N co r .1..i cor'R O � � N O °° ai .0 Ln - w P 0o (13 w C Q y MU�A >. r 873 F OF 6/3/09 � N Q ~ X W >M ,t,w w F— ■■. 0 Z L . J 0 O r V Z r Q # i0 F- cic O W W N d C�] W m ~ w U CO W LLJ 0 cc: C O CO M F- CO CO Z co i— o CIC W cc: r ('3 QW W Cn �t O �t o �U'SN DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L2 l� OF SHEETS i i i I y - - '�' Wrrrrrwrrrr� s o � N 4-J L CZ r X a .� o ��o_ � Ln'aR0 oLn m C> 0 w Z%' a tv x H w C N Q 973 �P rF of 6/3/09 co T co N Q ~ x W M � w W ui o z -' � = J o0 > L V Z T oT V♦ o Z W N m ~ � Z Zm —E= w U Cn W c Z W CC Wo OC1-- CL o to D< MEv�h- cn� W Q (3 Q W W J J J '— Qp Qo c) S cm DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L3 :1 OF SHEETS 1 2 3 4 5 6 7 S 1 9 10 11 r9_a__ 1_ n_1_e. ^ _LL 1 G t_._ N p B C I E F G Refer to Detail 2, sht. L5 for typical planter drainage detail O�OTO� NORTH Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS V09 S. Lamar Blvd 1324 S. Bed&am Ave. Austin, TX 78704 Tyler, TX 75701 512-443-3512 td 903-533-8898 tel./fax 512-443-3589 fax J0111. a' TREE LEGEND Canopy Trees BC Bald Cypress LO Live Oak SHU Shumard Oak CE Cedar Elm BUR Bur Oak MW Mexican White Oak . z � 2 o c0 Chinquapin Oak 0 � N � co Ln Ornamental Trees , cz T o L WM Wax Myrtle RB Redbud to I t/� r 0 3 Q 3:(N M TY Tree Yaupon PM Pomegranite co 01 V : T" CM Red Cropemyrtle RV River Birch C) m ML Mountain Laurel00 �'- LA a 1 Existing tree o Existing tree ® N \ to be removed to remain X C Provide barricades to protect existing trees to remain Q Big Blue Liriope 4" pots 12" oc Asian Jasmine 4" pots 12" oc +++++ + + + + + + ++ + Perennial Grasses ++ + 1 gal. 18" oc ), a73 + Q lF O F { 6/3109 Shrub Legend DY Dwarf Yaupon, MF Mex Feathergrass Pv Pavonia AB Am Beauty Berry BB Butterfly Bush CS Cherry Sage CC) DA Dwf. Abelia r BM Big Muhly CMGM Cuff Muhly Q � YB Yellow Bells GL Gant Liriope x RO Rosemary UJ RY Red Yucca cc SU Sumac GS Green Cloud Sage w MF Mexican Feathergrass W DFG Dwarf Fountain Grass O z J DB Dwarf Burford Holly 1 D J JU Juniper O TS Texas Sage O > DIH Dwarf Indian Hawthorne r (, Z PL Plumbago O � � 0 Z LANDSCAPE NOTES N W H Q IdM 1 • Hydromulch all areas disturbed by ,Z Cc construction with Sahara bermudo grass. W M w W 2. The project will have an undergound automatic V W irrigation system to water all new plantings. CC Z W CC 3. Install 4" layer of hardwood mulch to all W O ♦♦��� planting beds. CL � v, O D Q F- 4- Bed Preparation to be Composted Cotton CD CO Burr mix. 12" depth for shrubs. ♦^ �--- 5. Install 4" steel edging between all shrub v, beds and grass areas. Q W Q UJ 6, 100% coverage of groundcover, d oraREVIEWED FOR cn paving, decorative rock (not loos , or a W perennial gross is required in porl ing IoC�tt�4�� �ok, •�•' r islands, swales and drainage area , the C (v('E J .J J O parking lot setback, rights-of-wa , and O (2009 Q O Q O adjacent property disturbed durin JUL cmconstruction. COLLWE S IAI IUN Refer to Sheet L5 & L6 for quantitie �ELOPMENT SER�/ICES planting details, & landscape colculati ns. LAT FILEDM9 n1—��� .0 120 r9lIII i�11►'� iIAMM' DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L4 OF SHEETS ••1 ..i g V C � 0 � N cz � Ln O LLZ to ` ) Zo ?j C- ► � a� Ln Ln O ca � .0 a. L f x a2 F c 4 973 1Q rF of l' 6/3/09 T N Q ~ W t— �C w 0 W 0 Z J � � J 0 > r U Z T 0 cr. W � Q U m Z cr Z W m wW U Z W CC w 0 0c �. O c cr. W Cc: r Q('3 <CW W MCI) J J J �— ¢0 `Co � U ? N DRAWN JFM, JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L5 OF SHEETS 1 I 2 I 3 I 4 I 5 I 6 I 7 8 9 IN 11 0 R B C F G H MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM { 1 --- / PLAN 1. TREE WRAP 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SECTION LARGE TREE PLANTING (14' OR GREATER) (yl x� N.T.S. 07/03/08 1 1 LG TR PLNTG 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT MULCH/ TOPSOIL BACKFILL BURLAP FROM TOP 1/3 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. ROOTBALL AND TRUNK 2. 4" SHREDDED HARDWOOD BARK r--- TREE STABILIZATION AND MULCH OR APPROVED EQUAL / FERTILIZATION SYSTEM �-- 3. DIAMETER OF TREE PIT TO BE TWICE / THE DIAMETER OF t ® ROOTBALL-ROUGHEN SIDES OF TREE \ � PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL PLAN 6. TREE WRAP 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN) 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 10. PREPARE PLANTING SOIL AS SPECIFIED. 11. STAKE SIZE SHALL BE ONE SIZE = HIGHER THAN REQUIRED FOR SIZE o OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED _ MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS _ NECESSARY IN EXTREME WIND J CONDITIONS WITH #10 GAUGE WIRE. `_ - 1 NOTES: > ~ A. FINAL TREE STAKING DETAILS v 2 AND PLACEMENT TO BE APPROVED z 3: 6 BY OWNER.. 3 B. SET TREE AT ORIGINAL DEPTH. 4 REMOVE BURLAP, WIRE AND STRAPS w 7 (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON 5 UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 10 I (1-I _ `%.' » =III D. PRUNE TREE AS DIRECTED BY -) - .: - - = i LANDSCAPE ARCHITECT I I III -III-) - E. BRANCHING HEIGHT TO A.A.N. 11 8 STANDARDS 12" F. IF SITE CONDITIONS REQUIRE TYP• 9 GUYING OF THE TREE, FASTEN #10 SECTION GUY WIRE TO STRONGEST TRUNK AT THE CENTER OF THE MULTI -TRUNK TREE. MULTI -TRUNK TREE PLANTING N.T.S. MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND / FERTILIZATION SYSTEM 4 1 PLAN 1. TREE WRAP 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 3" HIGH SOIL BERM TO HOLD WATER. 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SMALL TREE PLANTING (14' OR LESS) n xn N.T.S. SM TR PLNTG 1. 4" MINIMUM OF HARDWOOD BARK MULCH/ TOPSOIL BACKFILL MULCH COMPACTED OR AS SPECIFIED. ROOTBALL AND TRUNK 2. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE STABILIZATION AND TREE. REFER TO SITEWORK FERTILIZATION SYSTEM SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION ('-' REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 3. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 4. TOP OF ROOTBALL MIN. 1" ABOVE PLAN FINISHED GRADE 5. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 6. PREPARE PLANTING SOIL AS SPECIFIED. 7. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 8. UNDISTURBED SUBSOIL 1 9. 3" HIGH SOIL BERM TO HOLD WATER. 10. TREE WRAP 2 11. CUT BACK SLOPE TO PROVIDE A FLAT 3 SURFACE FOR PLANTING. 11 - NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE - I I APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT -III COULD GIRDLE TREE OR "- RESTRICT ROOT GROWTH) ON 6 UPPER 1/3 OF ROOTBALL. - :;, • •- _�., •,.., ,• _I , C. SEE LANDSCAPE NOTES FOR - THE TYPE OF MULCH MATERIAL _ - 7 TO USE. D. PRUNE TREE AS DIRECTED BY 12" 8 LANDSCAPE ARCHITECT. TYP, E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SECTION TREE PLANTING ON SLOPE N.T.S. TWICE ROOTBALL DIAMETER +.t•M'. �-.` f••'..'�;1' �. •.A I I I I � ,�/� -III 'ytl. Y _ - 00 +I -III- III-111= 8 SECTION 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. 12"t CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH 5. SLOPE BOTTOM TO DRAIN 6. 18"f AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. 8. WATER TABLE FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. POOR DRAINAGE CONDITION N.T.S. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL FRONT OF PLANTING BED. .� + MOUNDING UP TO THE TOP OF REFER TO PLANT +- + T ROOTBALL. SCHEDULE FOR SPACING + + + + 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM PLAN MASS/HEIGHT 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 2 3 4 5 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN i it nit it lin in MASSES ENTIRE BED TO BE AMENDED _LLULULA"IN WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SECTION SHRUB/GROUNDCOVER PLANTING N.T.S. 05/30/08 1 1 SHRB PLNTG 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR BEST FACE OF SHRUB/ A5 SPECIFIED. GROUNDCOVER TO FACE 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER FRONT OF PLANTING BED. -I•• + BED. REFER TO PLANT + + T 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE SCHEDULE FOR SPACING + +• + +. (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN PLAN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. SHRUB /GROUNDCOVER PLANTING ON SLOPE ,-, N.T.S. AA T TRNK PLNT 07 03/08 1 ITR PLNTG SLP 05/30/081 RB PLNTG SL l I ►i, I l f Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS 2709 S. Lamar Blvd 1324 & Beddham Ave. Austin TX 78704 Tyler, TX 75701 SU-443-3512 td 903-S33-W98 td/fax 512-443-3%9 fax I. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 02910 SPECIFICATION. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE -WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02910 SPEC. 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02910 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17. REFER TO WAL-MART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. 22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. . ..,,.,A A w wX `' njl"' `-WOOD CHIP MULCH CRITICAL ROOT ZONE 150 mm (6") DEPTH RADIUS=12 mm PER m (I ft PER in OF TRUNK DIAMETER *AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF LESS THAN 1.5 m (5'), THEN ADD BOARDS STRAPPED TO TRUNK. TREE PROTECTION FENCE CRITICAL ROOT ZON� BUILDING 6mFOR 500 mm DIA. TREE I(20'-0"' FOR 20' DIA. TREE) DRIPLINE ®-- WOOD CHIP MULCH AREA 100 mm-150 mm (4"-6") DEPTH CITY OF AUSTIN TREE PROTECTION FENCE WATERSHED PROTECTION DEPARTMENT MODIFIED TYPE A - CHAIN LINK RECORD COPY SIGNED 11/15199 THE ARCHITECT/ENGINEER ASSUMES STANDARD NO. BY J. PATRICK MURPHY RESPONSIBBITY FOR APPROPRIATE US 61 O S - 4 ADOPTED OF THIS STANDARD. Standard Tree Protection Detail SCALE: NONE Cd r-- 2 o G)c co Ln � N o� tn 0 y Q 1, < N H Lh f 4-J ."". 0 r _ .n O Cm a� 0 o Q • e N X H C Q • MU,�A y� T 973 �P F OF 6/3/09 T � N vQ W py Q 00 111- W o z -' 1 ^ 00 -./ ...� > ,Lf) 0 Z r 1� O # ♦^ . oc O w W N C.0 m Z Cr. -- F- W m �W U Z W W W0 Mcr 0. �-. O to V, V J ..1� Cl) CC W Cc: i- V Uj W Cn QO �0 c) N DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L6 OF SHEETS 0 d b B C I I F G 2 1 2 3 4 i 5 6 7 8 9 10 11 L !N LEGEND 2" HATER METER 2" BACKFLOH PREVENTER ® IRRIGATION CONTROLLER HEATHERTRAK HTPRO20 in STAINLESS STEEL PEDESTAL 5-2 4SPLC-400q 1-10021-1005 INDUSTRIAL ©DATA F FLOH SENSOR IR22&PV-20 NETAFIM CONTROL ZONE NQ VALVE KIT ® RAINBIRD PEB SERIES ELECTRIC VALVE a HIRELE55 RAIN SENSOR 2" MAINLINE LATERAL LINE 4" SLEEVE NETAFIM TECHLINE CV 0.0 GPM la" 5PACIN& ® HUNTER POP ROTARY LAWN HEAD ® MP ROTATOR LAWN HEAD NETAFIM LINE AIR RELIEF VALVE a NETAFIM TECHLINE CV TREE RING 12" DRIPPER SPACING 0.01 GPH [[^� BORE FOR SLEEVE L UNDER EX. PAVING Matchline - Refer to sheet L10 for continuation of plan IRRIGATION NOTES 1. Drip tubing to be Netafim Techline CV and installed at a depth of two inches below top of soil in shrub and turf areas. Staples will be used to secure tubing to ground per manufacturer's recommendations. 2. Location of line flushing valves to be determined in the field based on final grade elevations. 3. All grassed areas not covered by irrigation system to be temporary irrigated until establishment. 4. City of College Station requires testing of backflow device after installation. Coordinate with proper City inspector. 5. Install air relief valve on all drip zones. GENERAL NOTES: Irrigation contractor is to provide head to head Verify pressure available at the site and notify coverage with the spacing in all landscape areas. the landscape architect if less than 58 P.S.I. Irrigation plans are diagrammatic and do not show 110 volt AC to be provided by general contractor all offsets and fittings. to the controller. All irrigation lines are to be located within Water meter to be provided by the general landscaped areas and placed adjacent to curbs contractor. whenever possible. Backflow to be installed by Irrigation Contractor No irrigation lines shall be placed in possible per city requirements. conflict with other trades or utilities. No substitutions will be allowed without prior All lines under pavement shall be sleeved with approval of the landscape architect. SCH 40 PVC. Mainline to be in a 3" Sch. 40 PVC with wiring in a seperate 2" sleeve. Contractor shall familiarize himself with site conditions before starting work and notify the All head locations are diagrammatic. Irrigation architect of possible conflicts in the work area. contractor is to provide 100% coverage of all landscaped areas. Confirm final location of rain sensor with All irrigation lines to be installed to depths called Construction Manger prior to installation for in specifications.. \% ZONE a h\ \ LVCZIOO75-LF i ! 48 GPM 9039 - ♦ y � ` RAIN SENSOR ON POLE Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS 2709 S. Lamar Blvd 1324 S. Beckham Ave Austin, TX 78704 Tyler, TX 7S701 512-443-3512 tell. 903-533-8898 teUfax 512-443-3589 fax ) ho._N_n&esarcedestg Lwn � I ak+oki 1-CfAll r • • 15 30 .• NORTH SCALE: , 120 %d_E=ET=_ft! Z � tV co X 0 ._ uto- COD y Q t^�a coLn m om �0 0 tz w � a CZ W i w C M Q MU,QA Oyu j. 973 �P rF OF . 6/3/09 T � N Q ~ X W o Z —' l � J O TT U Z TOMQ # C o W � Q V M Z CC Z E= W m -W UZWW W0 cc� F. O cn C0 C0 X ♦♦� F_ v F_ , Cr. W W T Q (D Q W W MCI) <0Qo N DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L7 OF SHEETS f. a 0 �W B C /❑ E F H b M 1 1 2 6; c> �t a�- !' F LOT 1TING AND RESUBDIVISION PLAT BLOCK 14C ITHWOOD VALLEY SECTION 19 VOL. 910, PG. 583 O.R.B. C. T. 3 L 0 T 51t, RESUBDIA 6; 55 '�N 0 16' a4' 5 6 s G tea / ` X\ .V P- ; d r , 1q"\�, 9 \ \ o J 7 .-00,- C� 00� ti\9 to shy d 18 0000 0000010 9017,oOo' me 0 OE--- DE- - FJP — DE -- ❑E CIE LEGEND 10 Land Resource Design Landscape Arctite' lure John F. Murphy, RLA, CCS 2709 1 Lamar Blvd 1324 & Beckham Ave. suite M Suite 244 Austin, TX 78704 Tyler, TX 75701 512 443-3512 td 903-533-8898 td/fax 512443-3589 fax jblrmllandesoucedeftnaom 2" WATER METER 2" MAINLINE a2" BACKFLOW PREVENTER LATERAL LINE ® IRRI6ATION CONTROLLER WEATHERTRAK WTPR02C In 4" SLEEVE STAINLESS STEEL, PEDESTAL 3-245PLG-40091-10021-1005 NETAFIM TEGHLINE CV 0.6 6PM IV'SPAGIN6 ® Q DATA INDUSTRIAL PLOW SENSOR IR228PV-20 ® HUNTER P6P ROTARY LAWN HEAD 9 0 4 7 � U'----_ NETAFIM CONTROL ZONE VALVE KIT MP ROTATOR ° 'aF___ r� LAWN HEAD RAI BIRD PE`SSERIES O NETAFIM LINE AIR RELIEF VALVE ZONE I6 2" VALVE _r ,..4.-6PM--' `+� ® WIRELESS RAIN SENSOR NETAFIM TEGHLINE GV TREE RING 12" DRIPPER SPAGIN6 ----. ;' 0.61 6PH !� BORE FOR SLEEVE O \ UNDER EX. PAVING IRRIGATION NOTES — 1. Drip tubing to be Netafim Techline CV and installed at a depth of two inches -- below top of soil in shrub and turf areas. Staples will be used to secure tubing to ground per manufacturer's recommendations. a 2. Location of line flushing valves to be determined in the field based on W I final grade elevations. Q 3. All grassed areas not covered by irrigation system to be temporary irrigated until establishment. i _ 4. City of College Station requires testing of backflow device after installation. Coordinate with proper City inspector. (' 5. Install air relief valve on all drip zones. c GENERAL NOTES: / 2 Irrigation contractor is to provide head to head m coverage with the spacing in all landscape areas. Irrigation plans are diagrammatic and do not show {� c all offsets and fittings. All irrigation lines are to be located within tY f °C landscaped areas and placed adjacent to curbs whenever possible. i No irrigation lines shall be placed in possible conflict with other trades or utilities. All lines under pavement shall be sleeved with SCH 40 PVC. Mainline to be in a 3" Sch. 40 PVC with wiring in a seperate 2" sleeve. N All head locations are diagrammatic. Irrigation contractor is to provide 100% coverage of all -� - —1 landscaped areas. All irrigation lines to be installed to depths called for in specifications.. Verify pressure available at the site and notify the landscape architect if less than 58 P.S.I. oil 110 volt AC to be provided by general contractor to the controller. Water meter to be provided by the general ' contractor. Backflow to be installed by Irrigation Contractor per city requirements. INo substitutions will be allowed without prior approval of the landscape architect. Contractor shall familiarize himself with site conditions before starting work and notify the \ architect of possible conflicts in the work area. Confirm final location of rain sensor with Construction Manger prior to installation VPLAN .. NORTH SCALE: , 120 oZe 2 � N 4-J o L C 0. °G ._ 0 Q _ Q ? � � N 0 CO °�0 w en 51: N X H .E:, H Q >. T 973 �P F OF 6/3/09 TT C0 N < v~ I.I.I CC Q Z O O > V Z r Or C0 I-- O W W N CU m CC Z w W m U Z WC6 0 0r I-- 0. 0 a) Cl) CC W C r �[ 0 < W 2 W M Cl) J Q J J T 0 ¢ O cat DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L8 OF SHEETS a ,I l :s • z � N � o coo ._ X 0 0A Q r N co r M ~ LA 2! o °° N C] o 0 a. Ln ao Q X 9 Q MURAti ��� 973 rF OF 6/3/09 T � N Q ~ x W cc ~ Q O Z .J � � J T U Z T O C� 0 W W N CU (� ■ � Z w W m ~ w W U Z W W w0 cccr �- o cn c=Q cl)co im W cr Q C9 Q W W Cn T � Q O U cm DRAWN JFM JSF CHECKED DATE 6/8/09 SCALE AS SHOWN JOB No. 001-402 SHEET L9 OF SHEETS 1 1 2 1 3 1 4 I 5 1 6 1 7 1 8 1 9 10 � 11 Matchline • Refer to sheet 17 for contirmtion of plan -2, B C E F G Iff A LEGEND 2" WATER METER g2" BAGKFLOW PREVENTER IRRI6ATION CONTROLLER ® WEATHERTRAK WTPR02C In STAINLESS STEEL PEDESTAL 5-24SPLG-40011-10021-1005 DATA INDUSTRIAL F FLOW SENSOR IR228PV-20 NETAFIM CONTROL ZONE N VALVE KIT RAINBIRD PEB SERIES ELECTRIC VALVE ® WIRELESS RAIN 5EN50R IRRIGATION NOTES Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS V09 S. Lamar BMd. U24 S. Beckimm Ave. Suite 110 Suite 244 Austin, TX 78704 Tyler, TX 75701 S12-443--3512 tel 903-533-8898 td/fax S12-443-3589 fax 2" MAINLINE LATERAL LINE — 4" SLEEVE NE CV Oh 6PM 18" SPACING ® OheNETAFIM 15" SP ® HUNTER PCP ROTARY LAWN HEAD ® MP ROTATOR LAWN HEAD ® NETAFIM LINE AIR RELIEF VALVE O NETAFIM TEGHLINE GV TREE RING 12" DRIPPER SPAGIN6 0.9 6PH 1. Drip tubing to be Netafim Techline CV and installed at a depth of two inches below top of soil in shrub and turf areas. Staples will be used to secure tubing to ground per manufacturer's recommendations. 2. Location of line flushing valves to be determined in the field based on final grade elevations. 3. All grassed areas not covered by irrigation system to be temporary irrigated until establishment. 4. City of College Station requires testing of backflow device after installation. Coordinate with proper City inspector. 5. Install air relief valve on all drip zones. GENERAL NOTES: Irrigation contractor is to provide head to head coverage with the spacing in all landscape areas. Irrigation plans are diagrammatic and do not show all offsets and fittings. All irrigation lines are to be located within landscaped areas and placed adjacent to curbs whenever possible. No irrigation lines shall be placed in possible conflict with other trades or utilities. All lines under pavement shall be sleeved with SCH 40 PVC. Mainline to be in a 3" Sch. 40 PVC with wiring in a seperate 2" sleeve. All head locations are diagrammatic. Irrigation contractor is to provide 100% coverage of all landscaped areas. All irrigation lines to be installed to depths called for in specifications.. Verify pressure available at the site and notify the landscape architect if less than 58 P.S.I. 110 volt AC to be provided by general contractor to the controller. Water meter to be provided by the general contractor. Backflow to be installed by Irrigation Contractor per city requirements. No substitutions will be allowed without prior approval of the landscape architect. Contractor shall familiarize himself with site conditions before starting work and notify the architect of possible conflicts in the work area. Confirm final location of rain sensor with Construction Manger prior to installation '01 � 0 1 Ig l t k ki RIA, 30 0 15 30 60 NORTH SCALE: 1 " = 30' 120 V 2 C � � N O � CZ X.� o� 0 _ N o 00 .00 .}� O r-I 0 � �0s w Zi' c Q u7 it w .0 M Q J. 973 �P TF OF 6/3/09 r � N x W M � w W I_ W O z -' l � J o� > LC) � Z r O 0 Cr.W W N U m w WM U to W CC z W W Q cc �._. 00cn co ¢ co orF— � W aC (D `Z UJ W co 0 O 'S. C) �" N DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET L10 OF SHEETS 1 � 2 3 - 1 4 1 5 1 6 1 7 1 8 9 1 10 � 11 0 B C FBI F J G VALVE BOX WITH LOCKING LID, SET FLUSH WITH FIN15H GRADE LATERAL PIPE I CUBIC FOOT GRAVEL SUMP MAIN PIPE RAINBIRD PEB SERIES VALVE ELECTRIC, W/FLOW CONTROL REMOTE CONTROL VALVE NOT TO 5GALE 4ANUAL LINE FLUSHING VALVE >LUMBED TO PVC OR POLY %REA PERIMETER rechline®CV TUBING Techiine START .ONNECTION XHAUST HEADER Techline TEE SUPPLY HEADER ?EMOTE CONTROL /ALVE WITH DISC _ J .'ILTER AND PRV IRREGULAR AREAS: TRIANGULAR DETAIL - NO SCALE Techline? CV PVC MAINLINE REMOTE CONTROL VALVE 1' FPT aaaaaaaaa 3/4' DISC FILTER 3/4' PRV 45 PSI HF 2' IIINIMUM CLEARANCE O00 0�0 OOOOO On _ I nq T" n`i7' o-C T' o-LJ O o P n�t�' n�t7' n`-t�' n i' x 3/4' SCH 40 BRICK SUPPORT 1 CU.�FT. PEA RED BUSHING TxT 12x 18' PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE P/N LVCZ10075-HF SECTION - NO SCALE 3,5 - 17,6 GPM Place 3rd ring 3.5 ft. from tree Tree watering basin ,�,.. Place 1st ring 12" from tree trunk. Place 2nd ring 24" from tree trunk. 0000 1 / 1 ` \Trunk / .....:.•:::.•..:. TREE RING NG DETAIL DETAIL sGALE: NONiRI SCALE: NONi= Canopy Trees 3" cal. and larger PRE55URE REGULATING NOZZLE 6" POP-UP TURF HEAD SET FLUSH WITH FIN15H GRADE `LATERAL PIPE \--KBI TRIPLE SWING JOINT 6" POP-UP SPRAY HEAD NOT TO 50ALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline START CONNECTION MALE ADAPTER Techline@ CV TUBING AREA PERIMETER PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2' TO 4' FROM EDGE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY Techline CV END FEED LAYOUT DETAIL - NO SCALE 3/4' DISC FILTER PVC MAINLINE REMOTE CONTROL VALVE V FPT 3/4' PRV 45 PSI LF 12" POP-UP SPRAY HEAD FOR SHRUB AREAS. SET FLUSH WITH FINISH GRADE PRE55URE REGULATING NOZZLE LATERAL PIPE KBI TRIPLE SWING JOINT 12" POP-UP SPRAY HEAD NOT TO SCALE I I I REMOTE CONTROL VALVE I WITH DISC FILTER AND HHHLL]L— PRV I — LF Techline START CONNECTION _ Fri al MALE ADAPTER SUPPLY HEADER ITechline® CV TUBING L HLILI — ISLAND PERIMETER LF Techline TEE Techline ELL FIF I I I HL U_ Ll I MANUAL LINE FLUSHING VALVE PLUMBED TO Techline®CV LF Techline CV ISLAND LAYOUT e' MINIMUM CLEARANCE O LT O p O CJ O LT O lT O� T O� O V- O-CT O O� 000('�0,�000000 O00000000000c O� O 0 0 n-i T" O i T O CT O O� T' fiTT-' ni T n'7 T' n I V x 3/4' SCH 40 BRICK SUPPORT 1 CU. FT. PEA RED BUSHING TxT 12' x 18' PVC OR POLY Q- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE LOW -VOLUME CONTROL SYSTEM P/N L V C Z -10 0 7 5 SECTION - NO SCALE ,25 - 4.4 GPM Place second tree ring 24" from trunk. Tree canopy Place first tree ring 12" from trunk. 1.00 I .f Multi -trunk ornamental tree TREE RING DETAIL - Ornamental Trees 5GALE: NONE DETAIL - NO SCALE QCV VALVE NOT TO SCALE 1' FINISH GRADE VALVE BOX • SEE SEE SPECS. ; SPECS LINE FLUSHING - VALVE TLSOV Techline CV 17mm TUBING o o�oP r ^O O BRICK SUPPORTS o (THREE) 3/4' GRAVEL SUM. Cl CUBIC FOOT) 01 W rp c rp Ap A P 0C J�o MANUAL LINE FLUSHING VALVE TLSDV PLUMBED T� TUBING SECTMN - NO SCALE Techline®CV LATERAL (OR EXHAUST HEADER) VALVE _BOX (INSTALL PER SPECS) Techline SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) Techline CV MANUAL LINE FLUSH VALVE INISH GRADE/TOP OF MULCH !UICK-COUPLING VALVE: RAIN BIRD MODEL 55RG 'ALVE BOX WITH COVER: 6-INCH SIZE VG 50H 80 NIPPLE (LENGTH AS REQUIRED) -INCH MINIMUM DEPTH OF 5/4-INCH WASHED GRAVEL VG 50H 40 STREET ELL LENGTH ASNREQU RED) VG 50H 40 STREET ELL 'VC SCH 40 TEE OR ELL 'VG MAINLINE PIPE 'VC 50H 40 ELL 1ETAL REBAR STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM Land Resource Design Landscape Architecture John F. Murphy, RLA, CCS 2709 S. Lamar Bhrd. 1324 S. Beckham Ave. Suite M Suite 2 Austin, TX 78704 Tyler, TAX 75701 512-443-3512 teL 903-533-8898 tel/fax 512-443-3589 fax JoirnlManktesauceIgncbm PIPE SIZING CHART F.M. UPSTREAM DOWNSTREAM SIZE LENGTH LENGTH 1' 10' 5' 1.25' 12.5' r 6,25' r ALL MODELS OF 1.5 15 7.5 ET 2' 20' 10' CONTROLLERS 31 30' 15' BLACK WIRE HARNESS BLUE RED WATERPROOF ELECTRICAL RECTANGULAR VALVE BOX CONNECTORS WHITE— —BLACK (D❑ NOT USE PRE -FILLED MASTER VALVE TYPE CONNECTORS) CALSENSE Q FLOW METER _b:ty OO�p� vw0p00 O Ov 0g0000c�O0ov U U oc��OOctp OCQ) 00 0P 0 0MINIMUM 8` OF PEA G AVEL UPSTREAM DISTANCE FROM METER IN VALVE BOXES 10 X FLOW METER SIZE r_"�F-LEW METER 4' MULCH LAYER or GRASS 2' BURIAL DEPTH —4' TOPSOIL LAYER 18' Techline CV LATERAL Stake lines per SPACING NetaflM recommendation Techtine CV SUBGRADE INSTALLATION NO SCALE INSTALLATI❑N SLEEVE SIZE SCHEDULE Pipe Size (Class 200) 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3 and 4" oOpoCQo6OU 0 0 000 OOp�j00 MINIMUM DOWNSTREAM DISTANCE 5 X FLOW METER SIZE N.T.S. Sleeve Size (Schedule 40) 1 1/2" 2" 2 1/2" 3" 4" 6" 6" ad 2 N � � O co CZ 0 .� X O •� • 1 • • i. { • w • DRAWN JFM JSF CHECKED DATE 6/3/09 SCALE AS SHOWN JOB No. 001-402 SHEET OF SHEETS 2 3 4 1 5 1 6 7 1 8 1 9 10 11 1 12 1 13 14 1 15 1 16 17 im :, 50 % E F M H �K L 3: M 0 01 V I 3 �.. a C 0 ,I os i - g=, ly %Yot a (L 0 �m GENERAL CONSTRUCTION NOTES: 3 1. All on -site construction shall be in accordance with Wal-Mart sitework specifications. It will be the contractors responsibility to review site work specifications prior to any construction onsite and offsite. 3 2. All construction in City right-of-ways and/or easements shall be in accordance with the TxDOT Standards specifications or the City of College Station, Texas standard specifications. 3 3. All on -site construction shall also be in accordance with local codes and specifications. In the event of discrepancies between local 3 specifications and owner specifications, the more stringent requirement shall govern. 4. When required, contractor shall remove pavement 3 and/or stripping in accordance with Texas Department of Transportation (TxDOT) Standards Specifications, latest edition. 5. All pavement removed shall be done such that 3 the remaining pavement is left with a clean smooth sawcut straight edge. 6. All work in state right-of-way and easements shall be in accordance with the Texas Department 3 of Transportation Standard Specifications, latest edition. 3 7. Earthwork for all building foundations and slabs shall be in accordance with Architectural building Plans and specifications. Contractor shall Follow Foundation Subsurface Preperation note, requirement within the special conditions and shall review Geotech Report prior to any construction on site. 8. Contractor shall refer to Architectural Plans for actual building dimensions, porch, ramp and down spout locations. . 9. Contractor shall refer to Architectural details and specifications for requirements of construction and joint spacing of sidewalks and ramps adjacent to building and screenwalls. 10. Contractor shall refer to Architectural Plans and specifications for exact Entry location of all utility services to the building including sanitary sewer laterals, domestic water and fire protection water, electrical, telephone, Fiberoptic, Camera Conduit, downspouts and gas services. Contractor shall coordinate installation of utilities with local companies to avoid conflicts and to assure that proper depths are achieved. Contractor shall begin coordination at pre -construction meeting with local utility companies for exact location and scheduling of connections to their facilities. 11. The contractor shall give the City a minimum of 72 hours notice before beginning each phase of construction. 12. Contractor shall coordinate with appropriate utility companies prior to construction for adjustment, or relocation of existing utilities. 13. Contractor is responsible for repairs and damage to any existing improvements during construction, such as, but not limited to, drainage, utilities, -pavement, striping, curb, etc. Repairs shall be equal to or better than existing conditions. 14. Topographic information is taken from a topographic survey by Doucet and Associates, Inc. 15. If contractor finds a discrepancy with the topographic information on these Plans, he/she shall contact the owners construction manager/supervisor immediately. . 16. Contractor shall protect all benchmarks and property monumentation and shall replace or repair, at his own expense, benchmarks and monumentation disturbed during construction. 17. If contractor relocates or sets new benchmarks, the vertical elevations of the benchmarks shall be set within a tolerance of 0.010 ft. 18. Dimensions are to face -of -curb unless otherwise noted. 19. Contractor to refer to Site Plan for all curb radii. 20. Barricades shall be placed at all dead-end streets. If required or as noted/shown on construction documents. 21. Contractor shall match existing pavement in grade, type, and alignment. 22. Contractor shall match existing curb & gutter in grade, size, type, and alignment. 23. All new parking lot lighting poles and fixtures with lamps and required paint will be provided by the owner and installed by the electrical contractor. The electrical contractor shall coordinate with owner or its lighting vendor and insure that the correct material is ordered. The electrical contractor shall provide the owner with a one (1) year warranty certificate. All incurred costs for receiving, unwrapping of factory painted poles, and touch up painting storage, liability warranty labor, electrical conduits, wiring, and foundation shall be included in the installation and contract price. 24. Contractor shall provide bollards for protection . of all above ground utilities and appurtenances in parking and paved areas. Contractor is responsible for installing bollards per Wal-Mart standard details. Reference site plan and Architectural Plans for location of bollards. . 25. All striping pavement markings, and traffic signage shall be in accordance with the Texas Manual of Uniform Traffic Control Devices, latest edition, unless otherwise noted on the Plans. All striping pavement markings shall receive two coats of paint as per Wal-Mart Specification #02765 All signs installed in TxDOT R.O.W. shall be to TxDOT standards with a breakaway post base. 26. All construction and materials within the Wal-Mart site shall be performed in accordance with "Wal-Mart Sitework Specifications." Construction and materials within public R.O.W. shall be performed in accordance with City of College Station standards and specifications and/or TxDOT Specification. 27. Prior to beginning construction, the contractor or his authorized representative shall convene a pre -construction conference between Local Governmental Jurisdiction, the owner's engineer, TxDOT, the owner's construction manager, City Engineer, utility company representatives, (landscape architect -prior to landscape and irrigation installation activites) and any other affected parties. 28. The owner and Doucet & Associates, Inc. and/or their representatives, in preparing these Plans have attempted to locate all existing utilities in the areas of new construction. However, there may be utilities that were not or could not be located. Underground utilities shown on the Plans are in approximate locations only. It is the contractors responsibility to determine the exact locations and elevations of all existing utilities before commencing work. Any work installed without confirming tie in elevation or location will be at contractors expense. The Contractor shall call 811 for locations of utilities at least 72 hours before commencing excavation. In the event that a utility is situated such that construction cannot proceed as shown on the Plans, the owner's construction manager and Doucet & Assoc. Inc. shall be notified immediately. 29. The contractor is responsible for any and all damages which occur due to his failure to locate . and preserve any and all utilities. 30. The contractor shall remove or relocate, when applicable, all existing buildings (as designated), foundations, basements, and connecting improvements, drain pipes, sanitary sewer pipe, power poles and guy wires, water meters and water lines, wells, sidewalks, sign poles, underground gas, septic tanks, concrete and asphalt, shown and not shown, within construction limits and where needed, to allow for construction, unless otherwise noted. . GENERAL CONSTRUCTION NOTES (C0� NIJ,- 1. All areas disturbed by construction shall be restored, graded and revegetated to original grades unless otherwise noted. 2. All concrete shall have a compressive strength of 3500 psi at 28 days, unless otherwise specified. All joints in existing and proposed pavement are to be sealed. Per Wal-Mart Site work specifications. 3. All reinforcing steel shall be ASTM A615, grade 60 unless otherwise specified. 4. Provide a minimum clearance of 3" between outside of steel and face of concrete, unless otherwise noted. 5. It is the contractors responsibility to ensure that all manhole frames, covers, and water valve covers be raised to finished pavement grade. All utility adjustments shall be completed prior to final paving. 6. Contractor shall warrant all planting materials, transplanted or otherwise, to be reasonably free of disease, and healthy in accordance with the Section 02900 of the sitework specifications. 7. Contractor shall provide two sets of As -Built drawings prior to final payment. 8. Landscape islands adjacent to pavement shall have back filled and compacted fill (except those with existing trees to remain). A minimum of 4" of topsoil from on -site stockpile, or imported if on site topsoil does not meet typical requirement section 2910. The installed topsoil shall be mounded(to prevent water from accumulating) to a settled grade higher than the top of the curb. A minimum of 1 foot of base shall remain behind all curbs. See landscape plan and sitework specifications for tree holes and bed preparation. 39. General contractor shall use on -site striping topsoil (if clean and meeting topsoil requirements on Secition#2900) to a 4" depth on all areas to be sodded or seeded as shown on the drawings. Fine grade installed topsoil prior to sodding. All excess topsoil and surplus soil shall be removed from site and disposed of at Rock Prairie Road Landfill. See special conditions for additional soil handling and disposal requirement an "Excavation Note" on this sheet. If on site top soil is limited, contractor shall import necessary topsoil. 40. EXCAVATIONS The contractor is solely responsible for designing and constructing stable, temporary excavations and shall shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR part 1926, shall evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case shall slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. In federal register, volume 54 no. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "construction standards for excavations 29 CFR, part 1926, subpart p." This document was issued by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavation, be constructed in accordance with the new OSHA guidelines, it is our understanding that these regulations are to be strictly enforced and if they are not closely followed, the contractor could be liable for substantial penalties. 41. All utility trench excavation, if not barricaded and completely protected, shall be backfilled to surface and/or steel platted by the end of each day. A. The stormwater pollution prevention plan is comprised of Drawing ("Erosion/Sedimention Control Plan/Site Map"), the statndard details, the plan narrative, Attachments included in specifications section #02730 ("Erosion/Sedimentation Control (Including SWPPP) plus the permit and all subsequent reports and related documents. B. All contractors and subcontractors involved with storm Water pollution prevention shall obtain a copy of the Storm water pollution prevention plan and TCEQ and EPA National pollutant discharge elimination system general Permit (npdes permit) and become familiars with their contents. C. Contractor shall implement best management practices as required by The SWPPP. Additional best management practices shall be implemented As dictated by conditions at no additional cost of owner throughout All phases of construction. D. Best management practices (bmp's) and controls shall conform To federal, state, or local requirements or manual of practice, as Applicable contractor shall implement additional controls as directed By permitting agency or owner. E. Site map must clearly delineate all state waters. Permits for any Construction activity impacting state waters or regulatedwetlands Must be maintained on site at all times. F. Contractor shall minimize clearing to the maximum extent practical Or as required by the general permit. G. General contractor shall denote on plan the temporary parking And storage area which shall also be used as the equipment Maintenance and cleaning area, employee parking area, and area For locating portable facilities, office trailers, and toilet facilities. H. All wash water (concrete trucks, vehicle cleaning, equipment Cleaning, etc.) shall be detained and properly treated or disposed. I. Sufficient oil and grease absorbing materials and flotation booms Shall be maintained on site or readly available to contain and Clean-up fuel or chemical spills and leaks. . J. Dust on the site shall be controlled. The use of motor oils and other petroleum based or toxic liquids for dust suppression Operations is prohibited. K. Rubbish, trash, garbage, litter, or other such materials shall Be deposited into sealed containers. Materials shall be prevented from Leaving the premises through the action of wind or stormwater Discharge into drainage ditches or waters of the state. L. All storm water pollution prevention measures presented On these plans, and in the storm water pollution prevention Plan, shall be initiated as soon as practicable. M. Disturbed portions of the site where construction activity has Stopped for at least 21 days, shall be temporarily seeded. These Areas shall be seeded no later than 14 days from the last Construction activity occurring in these areas. N. Disturbed portions of the site where construction activity has Permanently stopped shall be permanently seeded. These areas Shall be seeded no later than 14 days after the last Construction activity occurring in these areas. Refer to the Grading plan and/or landscape plan. 0. If the action of vehicles traveling over the stone construction Exit is not sufficient to remove the majority of dirt Or mud, then the tires must be washed before the vehicles enter A public road. If washing is used, provisions must be made to Intercept the wash water and trap the sediment before it is Carried off the site. P. All materials spilled, dropped, washed, or tracked from vehicles Onto roadways or into storm drains must be removed immediately. Q. Contractors or subcontractors will be responsible for removing Sediment in the detention pond and any sediment that may have Collected in the storm sewer drainage systems in conjunction with The stabilization of the site. R. On -site soil stockpiles and borrow areas shall be protected From erosion and sedimentation through implementation of best Management practices. Stockpile and borrow area locations shall be Noted on the site map and permitted in accordance with general permit Requirements. S. Slopes shall be left in a roughened condition during the grading Phase to reduce runoff velocities and erosion. Additional measure May need to be implemented by contractor. T. Due to the grade changes during the development of the project, The contractor shall be responsible for adjusting the erosion Control measures (silt fences, rock berms, etc.) to prevent erosion. CONSTRUCTION SEQUENCE: 1. Coordinate all start-up work with the owner's representative. See phase sheets for additional delineation of work areas and activities required. 2. Install temporary erosion and sedimentation controls. All Erosion/Sedimentation controls shall be installed as shown on the Erosion/Sedimentation control plan. 3. Clear trees on site as denoted on Plans. 4. Clear, grub and dispose of surface debris' including demolition. 5. Topsoil and soil if acceptable for re -use to be stockpiled on -site for replacement. Excess topsoil and soil to be disposed of by contractor at Rock Prairie Road Landfill.. 6. Construction area shall be stripped of surface organics and vegetation to a depth of at least six (6) inches. These striped materials should be stockpiled for use in landscape areas only. The existing pavements, retaining walls, a section of the adjacent existing one-story structure, concrete, debris and any foundations or other underground improvements associated with the existing structures and utilities should be demolished and removed from the site at contractors expense. The geotechnical engineer or his representative should be present at the site to aid in determining final requirements for the removal of organics and vegetation and soft or wet materials. 7. After stripping, demolition and excavation operations have been completed as recommended the exposed subgrade materials should be observed by the geotechnical engineer to determine the general character of those materials. The exposed subgrde materials should then be proofrolled with an appropriately loaded dump truck or with other suitable compaction equipment, such as a static steel -drum roller. Proofrolling operations should be continued until the subgrade offers a relatively unyielding surface. Any unsuitable soil materials should be excavated and then grades should be restored by backfilling with properly compacted fill materials. 8. After the prepared subgrade materials have been accepted by the geotechnical engineer or his/her representative in the footprint of the proposed expansion area, the exposed soils should be scarified to a depth of approximately six (6) inches and moisture conditioned. The upper six (6) inches of the subgrade materials should be compacted to at least 98 percent of the maximum dry density as determined by the standard Proctor (ASTM D-698). The moisture content of the subgrade soils should be maintained between the optimum moisture content and four (4) percent above the optimum moisture content. In pavement sections, see pavement section detail on sheet D-7 for more information. 9. The soils at this site may be sensitive to moisture content changes. Every effort should be made to keep the subgrade areas properly drained and free of ponded water. Trafficing of the site with heavy equipment should be avoided when the on -site soils are wet. If the soils become wet or loose and cannot be proof -rolled, or the required degree of compaction cannot be achieved, stabilization and/or removal and replacement may be necessary. Stabilization of the wet or loose soils may be facilitated by the addition of a mixture of lime and/or flyash. Stabilization should be accomplished in accordance with the applicable provision of Item 265 TxDOT specification. - 10. Use of On -site Material for fill in Pavement or General Areas. Excavated on -site soils, if free of organics and debris, may be considered for use as fill in pavement, Landscape, or general areas (not building areas) All surplus soil shall be disposed of at Rock Prairie Road Landfill, see Special Conditions for additional information and requirements. On -site clayey soils shall be compacted to the Density stated above at a moisture content between -1 and +3 percent of optimum moisture. 11. SEE FOUNDATION SUBSURFACE PREPARATION NOTE ON GRADING PLAN SHEET. FOR ADDITIONAL INFORMATION AND INFORMATION ON OVER EXCAVATION AND SELECT FILL PLACEMENT UNDER THE BUILDING. 12. The performance of the foundation systems for,the proposed building will not only be dependent upon the quality of construction, but also upon the stability of the moisture content of the near surface soils. The site drainage shall be achieved so that the ponding of surface runoff near the building does not occur. Accumulation of water near the buildings may cause significant moisture variations in the subgrade adjacent to the floor slab, thus increasing the potential for structural distress. 13. During relatively dry weather the near -surface clayey soils could be relatively stable and easy to compact. However, during and soon . after periods of wet weather the subgrade could become wet and difficult for equipment access and/or compaction operations. Subgrade areas requiring improvement may be lime and/or cement treated to aid in drying of the subgrade and to increase the support characteristics of the subgrade soils. If the soils are extremely wet and isolated lanes of equipment access are required, removal of 12 to 18 inches of the subgrade soils and replacing them with a more stable subgrade soil (such as base material or semi -cohesive granular soil such as silty, to clayey gravel. 14. If site grading is accomplished early in the construction phase Pavement subgrades shall be re -tested and reworked if out of compliance before the installation of base material or pavement approaches. This is particularly important in and around utility trench cuts and areas of heavy traffic. All pavement areas shall be moisture conditioned and properly compacted to the recommendations shown above and in the pavement section recommendation. 15. All areas of Limestone base to recieve asphalt pavement shall be proof rolled just prior to pavement installation. 16. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. If adequate topsoil is not available on site, the contractor shall provide topsoil, approved by the owner, as needed. The areas shall then be seeded or sodded, (in accordance with "Permanent Erosion Control" notes) fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. Any areas disturbed for any reason prior to final acceptance of the job shall be corrected by the contractor at no additional cost to the owner. All earthen areas will be grassed. 17. Construct improvements as required. Plant trees as soon as possible. - 18. Re-establish all unvegetated areas in accordance with Permanent Erosion Control requirements and landscape plan. 19. Final cleaning of erosion and sedimentation controls and storm drain structures. 20. Remove tree protection and temporary erosion and sedimentation controls. UTILITY CONSTRUCTION NOTES: 1. Contractor shall coordinate inspection of utility lines with appropriate authorities 48 hours prior to backfilling trenches. 2. On site sanitary sewer pipe shall be PVC, ASTM 2241 SDR-26, -D.I. or as shown on plans with integral bell, bell & spigot type joints (with rubber gasket) 3. All water lines on public right-of-way and easments shall be C-909 DR14 Class-200 pressure rated pipe or as shown on plans. All lines on or off site shall be tested in accordance with City and Wal-mart specifications. 4. Contractor shall comply with the latest OSHA standards or directives or any other agency having jurisdiction for excavation and trenching procedures. The contractor shall be responsible for the design and maintenance of all support systems; sloping, benching, and other means of protection. 5. The top elevation of manholes in paved areas shall match finished grade. 6. Contractor shall notify City of College Station, Texas inspectors at least 48 hours prior to commencing utility construction in Public R.O.W.'s or easements or as required by City and/or State requirements. 7. Thrust blocking shall be used at all water line tees, bends, dead ends, fire hydrants, and/or mechanical restraints, etc. 8. Contractor shall contact Jerry Miller, Director of Public Works, with the City of College Station, Texas at (512)-254-9935 for specifications and make of valves, valve boxes, fire hydrants, and all other water line appurtenances, approvals and required inspection of utility installations in ROW's and Easments. 10. Sanitary sewer pipe located in public easements and . right-of-way shall meet City of College Station, Texas standard specifications. The pipe shall be PVC, ASTM 2241 SDR-26 with integral bell, bell & spigot type joints (with rubber gasket) or as shown on plans. All lines on or off site shall have infiltration and/or exfiltration . and/or low pressure air tests and deflection tests shall be in accordance with City of College Station, Texas specifications and also in accordance with Texas Commission Environmental Quality (TCEQ) rules Sec. 217. All wastewater manholes shall be vacuum tested. All water lines shall pass a Mandrel equal to 95% of the inside diameter of the pipe, after the pipe has been installed for 30 days. 11. Water line/manhole separation shall be in accordance with TCEQ rules section 290. 12. The upper portion of utility excavations shall . be backfilled with properly compacted clayey soils to minimize infiltration of surface water. A clay "plug" shall be provided in the trench on the exterior of the building to prevent water from gaining access along the trench to the subgrade beneath the structure. 13. Coordination of utilities for extension of services and or adjustments shall begin at or shortly after the pre -construction meeting or as called out on the Plans. Allow adequate time for extension or adjustment of service. PERMANANT EROSION CONTROLS A. A minimum of four inches of topsoil shall be placed in all drainage channels (except rock) and between the curb and right-of-way line. B. The seeding for permanent erosion control shall be applied over areas disturbed by construction as follows: B.1 BROADCAST SEEDING: B.1a From September 15 to March 1, seeding shall be with a combination of 2 pounds per 1000 SF of unhulled Bermuda and 7 pounds per 1000 SF of Winter rye with a purity of 95% .with 90% germination. B.1b From March 2 to September 14, seeding shall be with hulled Bermuda at a rate of 2 pounds per 1000 SF with a purity of 95% with 85% germination. B.1.b.1 Fertilizer shall be a pelleted or granular slow release with an analysis of 15-15-15 to be applied once at planting and .once during the period of establishment at a rate of 25 pound per 1000 SF. B.1.b.11 Mulch type used shall be hay, straw or mulch applied at a rate of 45 pounds per 1000 SF. B.2 HYDRAULIC SEEDING: B.2.o From September 15 to March 1, seeding shall be with a combination of 1 pounds per 1000 SF of unhulled Bermuda and 7 pounds per 1000 SF of Winter rye with a purity of 95% with 90% germination. B.2.b From March 2 to September 14, seeding shall be with hulled Bermuda at a rate of 1 pounds per 1000 SF with a purity of 95% with 85% germination. B.20 Fertilizer shall be water soluble fertilizer with an analysis of 15-15-15 at a rate of 25 pounds per 1000 SF. B.2.b.11 Mulch type used shall be hay, straw or mulch applied at a rate of 45 pounds per 1000 SF. C. The planted area shall be irrigated or sprinkled in a manner that will not erode the topsoil, but will sufficiently soak the soil to a depth of 6 inches The irrigation shall occur at ten-day intervals or as needed during the first two months. Rainfall occurrences of 1/2 inch or more shall postpone the watering schedule for one week. D. Restoration shall be acceptable when the grass has grown 1 1/2 inches high with 95% coverage, provided no bare spots larger than 16 square feet exist. E. When required, native grass seeding shall comply with the City of College Station Requirements. TION NOTES: All on -site soil excavations: 1. Contractor shall be aware that in previous soil borings as shown in the Phase 2 Environmental Site Assessment Report "A: dated March 18, 2008 and Phase 2 ESA Report `iBs & "Cs dated April 22, 2008 shows the potential for soils in specific areas on the site to contain metals concentrations that exceed TRRP Tier 1 as promulgated by the Texas Commission on Environmental quality (TCEQ). The Report also states that some Volatile Organic Compounds (VOC's) were detected in several sample areas of the property (see reports reference above) but were below TRRP Tier 1 Action Levels. These soils will require additional handling, sampling and management activities prior to landfill disposal. Wal-Mart is providing oversight of the soil management activities thru an onsite Environmental Consultant (EC), Apex Geoscience Inc. Approximately 3,000 tons of 'suspect' contaminated soils are expected to be excavated that will require stockpiling, sampling and analytical testing for total petroleum hydrocarbons (TPH). Sample collection, lab transport, and analysis will be conducted. by Wal-Mart's onsite EC. All excess soils (no concrete, roots or debris) that are not used or is unsuitable as fill material from this project are to be disposed of at the Brazos Valley Solid Waste Management Agency (BVSWMA) Rock Prairie Road Landfill, 7600 East Rock Prairie Road, College Station, TX 77845 ph (979) 764-3832. 2. Suspect soils shall initially be stockpiled in 50 cubic yard (cy) batches for sample analysis. All stockpiled soils shall be placed on a polyethylene liner 6 mil thick (min.). The stockpiles shall be continuously covered to protect against windblown dust spread and sediment runoff during rain events until the soil has been removed from the site. Stockpile size may be ,increased at the direction of the EC. 3. The EC will collect, transport the prospective sample to a qualified laboratory for analysis. The typical turnaround time can be estimated at 2-4 business days before a suspect soil batch will be ready for loading and transport for ultimate disposal. Suspect soils that are determined to be 'Non -Detect' or Below Practical Quantitation limit (PQL) for TPH are acceptable for reuse onsite as appropriate. All soils will be preapproved and/or characterized before being received at the landfill based on the analytical results as directed by landfill personnel. Suspect soils that are found to contain 'detectable' TPH values up to 1500 ppm shall be transported to BVSWMA Landfill and disposed as directed by landfill personnel. Although none are expected, other chemicals of concern exceeding its appropriate limit shall be managed accordingly per the BVSWMA Landfill Disposal Policies document as shown on Attachment 1. Transport authorization signatures for waste profile characterization manifest document shall be the responsibility of the onsite EC. All loads will be weighed and manifested at the site and the signed manifest shall accompany each food to the Landfill. The contractor shall provide portable scales onsite that produce a ticket for weighing loaded trucks to achieve maximum legal loads (required tare, gross & net weights). 4. The main excavation area under the proposed expansion footprint between the two existing buildings as shown in Phase IV Phasing Plan sheet PH-4 has been previously bored and tested to the proposed bottom of the select fill layer. No TPH was detected in any of the soil samples in this area. The EC shall monitor this area during the excavation and if by visual observations and /or the detection of VOC's are detected during field screening of the excavation these suspect soils will be stockpiled for additional analytical testing for TPH before the Landfill will receive them. Any concrete and debris in this and other areas shall be separated and handled /removed at Contractors expense. 5. Handling, loading, transporting and disposal of all soils leaving the site shall be in accordance with. all federal, state and local environmental laws, regulations, ordinances, permits and other requirements applicable to this construction project. These requirements shall include, but not be limited to, any and all laws, statures, regulations and judicial interpretations thereof of the United States, and of any other government or quasi -government authority having jurisdiction, that relate to the prevention, abatement and elimination of pollution and/or protection of the environment, including but not limited to the federal Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). u•c • . 1- .0 1 1. 7. Analytical soil testing, transport and disposal services shall be coordinated and /or implemented In accordance with the Plans, Specifications and all requirements referenced in Section 8 and TCEQ requirements and Attachment 1 as a part of this Contract. The cost of analytical testing (including sample analysis and transport) will be direct billed to the Owner by the EC. The cost of handling and disposal of all 'suspect' contaminated soils up to the anticipated 3.000 tons shall be included as part of the base bid. The General Contractor shall provide as a part of the bid proposal a per ton unit price for the volume of contaminated soil above or below the anticipated 3,000 tons. This unit price shall include all labor, material, tools, equipment, taxes, insurance, sub contractor's overhead and profit, etc. for the handling, storage, transportation, etc of the suspect soils. This unit price shall not include the General Contractor's overhead and profit as allowed by the contract. Upon completion of the project, the General Contractor shall submit to Wal-Mart a change order (charge or credit) for the volume of 'suspect' contaminated soil that Is above cr below the 3,000 tons I in the base bid utilizing he unit rice described above. Included e g t p ed ab The total quantity of suspect material handled by the contractor shall be substantiated using weigh tickets as provided by the facility receiving the soil materials This change order shall include as cost substantiation all tipping fee tickets (actual cost if applicable) and each loads transport manifest from the receiving landfill including the signed copies of the manifest from the EC. REVIEWED FOR 60 COP4IfPi.1ANCE JUL 0 7 2009 CObLASAUIAUON ���NE-4rzni IoTEti REVISIONS I BY V o C N en In rn M c s * �o � 8 Z 'V Zo o F 0 0&N o QCA t 00 9 oc � 9 � �N$D V Ii.0 0 06 4) I I OG 4-J p Q) = s -0 0 l� V co °" L% r Ln 0�N in cd X f F- F C • e 43 CA Q �������r i �it i �P�E OF T F49- 1 tt1 ♦i* 1.* R. ••,.JOE GRASSO i .................... Vol 73285 • �i 'AFG T RHO:' �� S G-//-o`t 9 ca ;� a: Q 00 5 O � J 0 Le) U CO1 412- - 0 0 !� !� ' W a:Um I M Z. w W 0 w� V Z W W w 0 a: (LQ F 0� CO Cl) F 1- W � O cc 0 Q 4111� QW w I J �i a)JJ Jo <[ O Q 0 �tU 3tcv Y 1 � 2 I 3 4 I u I s I � I 8 I s I �e I �� I i2 I i3 0 •] s S ITE SITE LOCATION MAP USGS QUADRANGLE MAP N.T.S. y � _��E�' 20L81s1 20 MILE TO BEE '.EK TRIBUTARY OFF -SITE RUN-ON ACREAGE SUMMARY* OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER�k* SLOPE SLOPE TYPE AREA 1 18.30 S.O% S.0% PAVEMENT *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED. PAVED. ROCKED. ETC. ACREAGE SUMMARY IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH NOI) 28 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 -\ e� ` ,4,\ \ ,\ \ I 14 1 16 17 18 19 21 I Z2 GENERAL EROSION AND SEDIMENT CONTROL NOTES BMP MAINTENANCE EROSION NOTES OFF -SITE MATERIAL AREAS) INFORMATION BORROW SITE NAME, DISPOSAL SITE NAME. BORROW SITE ADDRESSi DISPOSAL SITE ADDRESSe BORROW SITE PERMIT HOLDERe DISPOSAL SITE PERMIT HOLDER. BORROW SITE PERMIT NO.� DISPOSAL SITE PERMIT NOa BORROW SITE PERMITTING AGENCY DISPOSAL SITE PERMITTING ACiENCYs ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING ("SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 ("SWPPP"), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. 1 CONTRACTOR SHALL FlLL IN BORROW AND DISPOSAL INFORMATION ABOVE. THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2 BORROW AND DISPOSAL INFORMATION lS NEEDED FOR SOIL FlLL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION, 3 CONTRACTOR SHALL STATE NOT REQUIRED FOR THIS PROJECT' IF ONE OR BOTH ARE NOT REQUIRED WHEN�ITGREACHEDSMONE HALF THE HEI HVT OFRTHE SILT FIENCE.NCES FOR PROJECT. D BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM Y ( \ \ \\ .\ �� \ \\ 2js� • ' 4 �Qy g,� \\, \ \ ` \�`�� MITS OF DIS �`'' l Y ` \ ` �`, \ \ r.. • r ___ _ LIMITS OF DISTURBAN `\ ,_ \ a, ! C, '� .. J' E it t `' 3 , : \ \\ \ ``' ,� \. r MITS OF DISTURBANCE \> r `\ C.� ri E �' -v �' -- r ,. t < \ ��. o f _ �g .r, ;- - E,A `� ,v `F ,,'W_ LIMITS OF DISTURBAN j i ° - - - ti `,`• �>` r r tr 1P ,� ` .y �. /' \ \ Q�Q 10 I LIMITS OF DISTURBAN '� \ ` � y i '� _ ' \ I !. et' n �, �e �; I 4 �, �, �. 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P3 P3 ! `' ° ' 1 t<- , i / \ +ir v , ^,: i L 4 _ �•,eC'�9Gf } ww 1 t \\ Y h _ • '0 0 i 1• O I � y i ; 0 _ 4 \:..„ t \ I _ s a $ FD .:> -, - m is tv - - ,'Re N U ING FOOTP NT ®.® .o �. ® .. . , MITS SF DISTURBANCE 1 F EXPANSIO ILD RI .. _. _ - ®- .� ®® m __f _ _ - 2 _ _ 1• \ \= I d 'A �w n I , - - .. - ._.. .v.__ -. A -. _ A .. -, < � Rf Yllfl ltB ® � e p ...+•W ••#.: A+Yn..;eRY2;:e[,••�.,.pry:.. / _.,w.,>.. r. .,.� _r,. 9,:,. :. \... i . _: .!,,st _ .wg_.r►.r.a...c..eu,�!'w"�i&{:. �+.4!t +rw«-1". �,. _,� ,. .. „ �.. { • o o - - o w I t ,.. I �O a i 1_ _t Y._ ._ a. a, .. 4 I y .. -::. ,` �g - 4" ix" ure.% wwc va: t'� wit y: e r ^.w, } 1\ 0 1 J i ING F TNT �, i1. ,:,. 1 , , t } \,' NG:BUt� OOTPR :: ANSION BUILDING FOOTPRINT J l n I x t 1 r��v ti 12 L IT& N �� ' Fry 4. TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5, THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT CONDITIONS DEMAND. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 50%. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. DEBRIS. ANY DEBRIS AND OR SEDIMENT REACHING THE PUBLIC STREET CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR / SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BMP" PTIONS ARE SHOWN, CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE IP3 FILTER SACK AT L TIMES AND WHEN NEEDED TO ALLO VEHICLES TO PASS R INLETS. USE THE i. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTAl10N BOOMS FT FIBER FLOCCULENT TUBES AND/OR IP1 OR TRIANGULAR SILT FENCE BMP"S WHEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND MPORARY FENCING IS IN PLACE AND R WHEN CONDITIONS DICTATE THERE USE. WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED 111E USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATIONS IS PROHIBITED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL \ �� PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO \ \�" ,,� L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED REDUCE THE SUSPENDED SOLIDS TO A.LEVEL THAT IS EQUAL TO `. \ \\ \ \�� ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION STORMWATER THAT IS COMING ONTO THE SITE. \ �\\\ 4 PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW j �`�\` \\` ``tom M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT ".� �- \ �•\ ? \ 1 ,^r MUST BE STABILIZED TEMPORARILY WITH 1NE USE OF FAST-GERMINAl1NG USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL. THE SOIL \ '\ ``. \ ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION �•\ \ " \ �,, ``, FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. 1` _. \4`\ . ; \ \ `\ ` ` ; ' \ N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE \\`? ~': �,. \�\ `•, `' ` PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO `\ ` \ i • �`\ \ `\,, THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX ` "\\`•\ \:�•- VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WHERE THE 4'X6' BOX CULVERT AND THE 3-48s PIPE CONVERGE. THE � , `\ �'\� , ` \ ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE \ �� ._ ` "\ `� ' '�` o AND/OR LANDSCAPE PLAN. STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS F a, ,z. A v «3��, 3 \vI , ,t AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS , v \ v.\ �� �� 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT CONTROL, LLC 512-970-3995, ` <��_ .�' ! `'�� vti' ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT SALLY®EARTHKEEPERSC.COM �', A��'•'�� \� i ` v OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER �� p , ` , � , \ il, \ '` , A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: �`\ `' \D v \,j \ I': `\ � INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS , \ \:. \ '\ ' � CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED, -' \ s \\ \ ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS t \ OF SEDIMENT LACED WATER. THE ENURE FIVE GALLON CONTAINER \ P ALMA RIA S SPI E R PPED WAS L \ L TE L LLD D 0 HED OR TRACKED FROM VEH CLES .. '''. I J \ SHOULD TREAT 2.5 MILLION GALLONS. THE SOI I P %t \, l L F X RODUCT SHOULD /r: \\ 1 '\ ti ONTO ROADWAYS OR INTO STORM�DRAINS MUST BE REMOVED IMMEDIATELY. BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS AR ON THE ' ;� \ ' Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING E ' �� '' \` \ \�, `t \ CONTAINER. SEDIMENT IN THE DETENTION POND AND ANY S DIMENT THA Y i E T MA HAVE \ , CONTRACTOR WILL NEED TO DETERMIN I E HOW MUCH WATER S COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJ N TION \ \ �'�.\� U C WITH t` •, \ ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN ` `i ' ,'`\ \ THE STABILIZATION OF THE SITE. \ MiTS` _,�11STURBAN , ,� , \E,. BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE / _ __ I \. \\• ` CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE \ \: \ R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO „;'.• i - \ \\ \ \, FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST APP YING S P N I�r \ \� L , LOO EN THE CA TO VE TILATE. ALLOW THE PRODUCT TO ` l I '�% \\ \ `\ \, \ , \ MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY "^, ,, \ `F NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT WELL DURING APPLICATION. �'• \. -\ I REQUIREMENTS. " `i \ , \ _ \� \ \ 2�p `�1. IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE j ` Z� ` , `�\ 6\� \\\� '� " S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW \�`.. c"'`�\ BELOW. \. a \ F \\ '\,''� � ` T. DUE TO THE GRADE CHANGES DURING 111E DEVELOPMENT OF THE PROJECT, C \,. U } \\ \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE �`, `' ,, AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE \� AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. (.. U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION J^ INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO MITS OF DISTURBANCE AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. fO.2O MILES TO BEE W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM t.' PRODUCTS AND/OR HAZARDOUS WASTES. CREEK TRIBUTARY X. REFER T 370 PECIFICATION FOR R - FF SAMP G 0 02 S UN 0 LING/MONITORIN ROCK REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. Y, CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH WM Z �%TT EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY RISER PPE MTFI SIaINiER OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. O EROSION DETAILS aFRoac BEST MANAGEMENT PRACTICES SEQUENCE �' 267.OD A THE TW OF THE NOTE: UPON IMPLEMENTATION AND INSTALLA1ON N RP ROCK PIPE OUTLET PROTECTION IS 268.50. THE OF OF THE FOLLOWI G AREAS: TRAILER ITT SEE DETAIL E S DETAIL SHEET A, 0 RISER PPE IS *=77 MD �, Sk PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S TEMPORARY STON CONSIRUC110N EXIT R E HATCH "E)OSING 1RICb.E AREA FUE ND M RIAL STORAG N AIN ` 8 L A ATE E CO T ERS, SOLID WASTE CONTAINERS, ETC., CE SEE DETAIL E S DETAIL SHEET ' ELOINIlE. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY HAN 1 .o /f �� � •��� C GES N LOCAl10N / / Gw�r. INSTALL SILT FENCE AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCE S I S N ADDITION NOTE ALL f . • SF 4� SEE DETAIL E S D TAIL SH ET f E E � K AR A F IS MP x E S WHERE ILL I ORTED FROM OR SOIL IS EXPORTED TO ON E SIT MAPS. f \ � x / r -�' � � TH E r ri: i 1 � I„ / PHASE I AS REFERENCED ON PHASE I E/S CONTROL PLAN / SITE MAP ES-1 �T.S.F.� TRIANGULAR SILT FENCE +� \ _ / % // SEE DETAIL E/S DETAIL SHEET f: r i ,_ < ' 1. INSTALL STABILIZED CONSTRUCTION EXITS) AND SWPPP ENTRANCE SIGN. �• �. 'o? I .� \, ' .> > l 2. INSTALL SILT FENCES) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS INSTALL BAFFLE FENCE r `,`` ' f� fi f' NECESSARY TO INSTALL SILT FENCE). �gF� SEE DETAIL E/S DETAIL SHEET I ` pp ,- ' 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. j ~\ `�" \ `' �� 't f / �`'ati' IMMER 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF ® $S SWPPP INFORMATION SIGN \ ^y \ � ` . r r DISTURBANCE. 0 rJ i, 4r'- P- f f / .• r/ . \ 5. CONSTRUCT Ol1Tl FT STRUCTIJRF IN SEDIMENT RASIN !EXISTING OFTFNTION PONDI r /i ; __ r FD II D ENT \.` J/� r„1f,t.'3�'[R,,� ,.s.n"''k. �'I L\ ? �' _' L'. yl V G�°1° �� f I ,�:• ' I I � ){ �< U TS H 1, I iYli � 1 ON_ - ��' i m' N ,R �'f / ip & I � � � aSTUR�AN � ,` � i � � (aTY oWNEO� � ' : , / `\ `� _ „� l o +7: ,� II 'I t i 7S. is' -I' 1_ f , EXISTING WAL-MART _ _ _ 6. INSTALL TREE PROTECTION AS SHOWN ON E/S PLAN - SHEET ES1. ► 7 ��l_?.ram • , - r ] 7 - r .�� t , 1 t . t COtM f 7NE SRagll WATER PRE-OONS11r�lCIION DEEM TM Im COG, WAL••IIART CONSIRIlMM MANPA R AND CONTRACTORS 111117 E P IO 1M1l1 ALL Exconve NOTED ON THE Or CMFICA710N FM MJST BE ADDED 110 TIE PAST DALY REPORT AS A DEFIOBNCY OR DEF0 AICES AND RESOLVED TN M 24 MtlRM. BEDS CAN NOT BE CE WW F ANY E�WIION REIQUIiF3 OREIITER THAN ZS-IlouRs 1C R®oLVE. DALY Mr19PEMM AND REPORTMIB U00 THE SM I F MANAODQIT TOOL MJST START THE DAY OF OR S#E'DIATElY AFTER BMP CE'RTFIMITION. \ 2 k /• ��\\� . \ PHASE 11 AS REFERENCED ON PHASE II E/S CONTROL PLAN /SITE MAP ES-2 THRU E-8 `, STING BUILDING FOOTPRINT'. \ t • ti `> PHASE I THROUGH VIII LOCATIONS SHOWN ON PHASE it E/S CONTROL I v s ' INSTALL: SAND BAGS ACR PLAN SITE MAP SHALL MINIMALLY NC TH / I ELIDED E INSTALLATION OF ® '_'I� It, ttI `x , � CONCRETE CHANNEL TO ANCHOR 9�� CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO "� l'� \ EXPANSION BUILDING FOOTPRINT t - - 1 k i �� \ ', TOE OF FILTER FABRIC (" PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. �• • «., n / \ �''� :}% 1 - t s- ING BUILDING.FOOTPRINT ,,,,..r.,,. 11, `,, '. 3 ` � BAFFLE FENCE THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON ;, . ,t .r L I "'I' „ I . ( _ THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION $g a, �1Y4 x I II 5(, �, J OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT Y ,. Y ' LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE h f EXISTING j� MITS OF DISTURBANCE FOLLOWING. I I _ s4tu . ,. I , \` Y i - 4 s `I. i 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. , 't: I I , i' ,, k _' @! ~� 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR ALBERTSON S .. -�.-' .- ' , `; i , y • ,I LIMITS PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. ✓ I � /F , > � �.� . .., i x . a ,. ., ., 1 I \ � P3 t r DISTURBANCE 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN \ K3ry MITS OF I I s �" 1 e RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN ' I ' DISTURBANCE I ® � ` ', � �•, � ,�� :,< n ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE h - R S ; , f�/ / n IN PAVEMENT AREAS AND WHE E TRAFFIC HAS ACCESS, THE E �7 �_-? rr I m/�f %` : MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF EXISTING BUILDING F00 RINT _I 4,, f_2 ] f,/� / ` . -,, LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED s t` J � } ` ^ THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE _' . `; C STING BUILDING FOOTPRINT E `.> �". r � ,. :- '� r I 1..a t'=: t`:wv"o ° "' a� n; `,° ' ' AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR �ti �� :; I� ::m tij� s\ t ar t;` ' _ ' /I'.( EVENT IS PREDICTED OR IMMANENT. '' �A \ _ f "t 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCAl10N. a? P3 �' ,_` �� ;z' ! 5. BEGIN TREE REMOVAL AND OR RELOCATION AND STRIPING AREAS ,x \ " s \ , l �<_ ..,. .. , ^ '' AS NECESSARY FOR THAT PHASE OF WORK. \ II , n s: ""'`.a , fz, i : t`-'c. 0 tth ..S' nc's § .>'.Z.. .a% ` , ''fiF, \ .`e .1 �o `'-• .• � ¢ I ,,. j � 1�.. n..,5.' '�ex^z� "r n _ � t� 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS I Fr \# \ - /�{ _, 6. , Y t; ^i7 J , ;, p, f f "5";i�. a _. REQUIRED. :� �'' I N�' ,,\ �� O ) r,. i. (Z) GONC. RA P d •.� .---., o a r / 2 /` k I M LdAD DOCKS AND STORM SEWER RELOCATIONS AND \ � � .,., :.�-�._"----' � 7 BEGIN UTILITY `>,: `� ,-1 '� ww 1 t I ' dig /` P3 �a 1P3 ; •Y�� �'>•cc;s•.-:.I,�•�.r.. , �� ��>.+""" LIMITS r? ?,� �.� , ts• INSTALLATIONS. O. ." / �' '`� \....1`........„.._..i _-, ° / `�` '� -'• 'r �''� ��i�,�.��:''�;'c' �,• � " . r `" S DISTURBANCE ��- / �: ✓`� `, � EGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION / I " . �' 8 B f\ PROGRESSES. \, I I :' " �o t• --"!'� { ( \ \y f = t,, 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY o\ ::ti ` \ `"� \ a� �/ _ /, ` { \ /I � ''`' DEMOLITION. ' ;a, a. \ ,0',- ❑ - / -_ _ �- w ?�_.-_! yi��„ -C� x 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL r n. r % - s.,u v r PAVEMENT SECTIONS. `\ °' \ % \ � �•: ++`' "� - \- - -� - - �" -'�.'� ` TP- ____. ` _ `` T r- ° ` �!� �- 11. BEGIN INSTALLATION OF ON SITE DETENTION POND. �` ., \ \ r ; �` , , ,.)i ! _� 4 0 �-1 ry\ ` .;: 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT Y \ t /! - ' '`'_" `" \ -'e, \ S------- - I �, . yyw�.. r ' WILL BE INACTIVE FOR 14 DAYS OR MORE. �, \ t ' ' �/h '`` - r / / f,rr o' ;.!' 13. INSTALL RIP RAP AROUND OUTLET STRUCTURES A EACH b i �L S OUTLET s \ °2, '' F� ANSION BUILDING_.F90TPRINfi �, \ , `,` �� ,/ rf ia, ' s j_ I STRUCTURE IS INSTALLED. �_ { h. s j ` ` h" I I -'� , ' �� -_.� 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH i _.s \ .- rri "t% �' , , ^:r:_., (�°i° s� \ `\ ,\ ..-- r' o ('"r� IG INLET STRUCTURE IS INSTALLED. :� t. Dc / % \ \ \ / MIT'S OF DISTURB ti ,` ,;� i 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT atv \ O ` v •� ' (tN. LIMITS TO FINAL GRADE. �� !' \ / \ . _ _ _ _ �� ! { 'Ss % r ' /ti r f / 16. PREPARE SITE FOR PAVING. • � ,� � \ •6's ° � rt ; ' ° I DISTURB --� 17. PAVE SITE. \ n, -' kt✓ / s - 3 `- ! / / 18. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS \ \� - Q j / \ , /` r WORK PROGRESSES. \ _43M� 1, Y / ' 1,r 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLATION: OF PERMANENT a�L \, `" p CH 1 -� �°j , fr STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. F, oO pp)(� n(�� �(� `\,� iYv` �\, o `.,.,, .�:\ r ,.,'4� '�„ �-� r� �� y:,,�'� / , ro I rFn- 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT Lr'L1- Lr-�]l JLJ�J oUV \ .� �o �/ r ?ao o a /f S �`\ % `'` • ti -;Y :,ter' , �,`�` THE SITE HAS BEEN FULLY STABILIZED THEN: �`" T Y \. , A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL �\ �\� �\ �\ �\ g. \ .:4 r `' " \ « :• L - , f.,./ DEVICES, DD L,=LS L=,� IJ �J G=.� Lr-.� Lr,S L� ` ` `.. �ti� ` ` , ^� - ' �' LIMITS OF DISTURBANCE i �; r� " `� > ,_ / �.j� __ \ �:: :1 // z \ / ��, / ��� r '" f' r`�' r ' z �'r i I B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND p �y s� ° TP �� -�' U�O�� ��� ti } Q� ,' ),._. ' 1^-�� / �� �.'= ` mil/ C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE / G� / \ Cam. .. -- _ ___ /� SPEC110N AND REPORT. \ Q• % ` % irl _ `_t/ lw j 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION i h, 0 * /\ Q r ,. ` TP t / I ✓_ _ _ " REPORT, MARKED "READ TO TERMINATE PERMIT", IS SIGNED BY THE '; V V 1 f ` ;A �° f ' \ �jO ° ;� / CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL NOTE: v _ ® ,N 3 ; � MITS OF DISTURBANCE'"`° SEE SHEETS D1-D3 FOR EROSION AND \ /�� SEDIMENTATION CONTROL DETAILS. EROSION , CONTROL DETAILS SHOWN ON THIS SHEET o '1 ARE WAL-MART STANDARD DETAILS.i�✓ 1 �-� �� a -- \ I \. N t` g S P BENCHMARK NOTE, !J 9 TBM Al -RAILROAD SPIKE SET IN EAS ACE OF A POWER POLE TED AT THE NORTHEAST CORNER OF CHURCH'S CHICKEN, IN THE WA RT PARKING LOT. � ELEV = 278.07' E -RAILROAD E SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST � ENTR CE TO ART/SONIC OFF TEXAS HIGHWAY. c ELEV.= . 0' 3 fV TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD.. SOUTH OF THE WALMART RECEIVING BAYS. 1 ELEV.= 278.91' 0 o r N �16� -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER g _5 � OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. Y E ELEV= 281.52' ° a TBM #5 -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE 0: SOUTHWEST CORNER OF SCHLOTZSKY'S DELI IN THE ALBERTSON'S PARKING LOT. " o ELEV.= 281.74' ,�- jd LOT 4R i } r �,..N O 4' ilyk �, r �.3 �: - 4,: .. `� z 0' 50% 1 ° u -,1,�_, r� ! /;/ , " . �, , _' / + '' LIMITS OF DISTURBANCE ),v /f ,�� �? /' �s '-� , `r / '� q_. ".. $ c H,,, • 'j \ / r w % ;v \ M w c y ,e v/I Gj� o"t , : � o• / \ � � r ti` � as � o, i �,4`` / �\ - t I _ �I, �� �u t � �, /i. �, ,.::7. DEVELOPER OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: r �. IP1 INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET 0 FILTER SACKS IP3 SEE DETAIL E/S DETAIL SHEET O OFILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET IP5 GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET FT FIBER FLOCCULENT TUBE SEE DETAIL E/S DETAIL SHEET 0 BLS PERMANENT EROSION CONTROL BLANKET SEE DETAIL E S DETAIL SHEET TEMPORARY SEDIMENT BASIN SB SB SEE DETAIL E/S DETAIL SHEET OIP TREE PROTECTION FENCE SEE DETAIL E S DETAIL SHEET O / T.P. ORIP -RAP PAD SEE SIZE ON GRADING PLAN RR AND/OR E/S CONTROL DETAILS ® Cp ROCK CHECK DAMN SEE DETAIL E/S DETAIL SHEET 0 EROSION NOTES SD MLC PERMANENT SODDING AND, 1 TPS TPS TEMPORARY PARKING AND STORAGE Q FOR COMPL.IAN�F � JUL 0 i 2009 Cole&QLgJA. TJON ���"3.1►t.:1 �• • • • '♦ •' Ua,_1 M A U ► ►� � °• • - • • ■■■■■■■■■■■■■■■■■■ • c-- ` ■■■■■■■■■■■■■■■■■■ •' 3. ■o■■■■■■■■■■■■■■■■ ` ` ■■■■■■■■■■■■■■■■■� . .. ■■■■■■■■■■■■■■■■■■''; r ■■■■■■■■■■■■■■■■■■'' vo• • ■■■■■■■■■■■■■■■■■■ 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE ACTIVITIES AS PROXCT PROGRESSES 2) TIME SCHEDULE MUST COINCIDE NATH SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 V o C N ce M M to p LJ_ •� `- o Z V� 0 O Q = C4 0 to M . r Q 3 , b n N'$� N .. Lu ��CI `� V Co LL r" Ln O N Q 0�0 ILA Cz i x _`= �- C 4 • . N ~ r, F-, 1" jo � • 9� �j . •••• .� i •• - `. / / / JOL GRASSO /................................/ / 73285 � � v S ,� `, %%%% %�4�4 & - II � � /cam A" w 1= Q CO W 0 = O U 0 O 0 � �W Um z w W U z cn � � W W W � U.Q O� W t O Q0Q, J II a) J J J Q� Qo 0 � N CI ECI® DATE �09�0 81IOWN JOB Na 00HU GHW 1 I 2 I 3 AV- IIIIIIIIIIIII 4 � 5 1 6 1 7 1 8 1 9 1 10 I 11 F_1 X C C [a F A It 135 r L M N .%iSITE s� LocnnoN nMr uses QunDwwc�.e n�nP s�v. _<t. 4�a) OFF -SITE RUN-ON ACREAGE SUMMARY* OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER�k�k SLOPE SLOPE TYPE AREA 1 18.50 9.0% 8.0% PAVEMENT 20 MILE TO : CREEK TRIBUTARY *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED. PAVED, ROCKED. ETC. 12 13 14 15 16 17 18 19 20 21 22 GENERAL EROSION AND SEDIMENT CONTROL NOTES BMP MAINTENANCE EROSION NOTES OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAMEi DISPOSAL SITE NAME. BORROW SITE ADDRESS+ DISPOSAL SITE ADDRESS• BORROW SITE PERMIT HOLDER• DISPOSAL SITE PERMIT HOLDER. BORROW SITE PERMIT Ni DISPOSAL SITE PERMIT NO.• BORROW SITE PERMITTING AGENCY• i DISPOSAL SITE PERMITTING AGENCYi I ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING ("SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 ("SWPPP"), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AND RESEEDED AS NEEDED. 1 CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2 BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3 CONTRACTOR SHALL STATE 'NOT REQUIRED FOR THIS PROJECT' IF ONE OR BOTH ARE NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT CONDITIONS DEMAND. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE • AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 509% MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7, PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BMP' PTIONS ARE SHOWN, CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE IP3 FILTER SACK AT TIMES AND WHEN NEEDED TO ALLO VEHICLES TO PASS R INLETS. USE THE I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS FT FIBER FLOCCULENT TUBES AND/OR IP1 OR TRIANGULAR SILT FENCE BMP'S WHEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND MPORARY FENCING IS IN PLACE ANDR WHEN CONDITIONS DICTATE THERE USE. WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM P 0 .RATIONS IS PROHIBITED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED 2) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO \ I . ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO -°+ `' \ , ' \ � \ STORMWATER THAT IS COMING ONTO THE SITE. _ o ! ' \� ` \ `• \ i , \� PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. `` \\' \\ , ��` \\� \� . \ \� ` THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW .""\,. ' \ 'N '` \ \� I \ \ `., c, 7 M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT ",`, 2 `�`'� '�� __ �\ �\ ` `� \ o t MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING , . ( USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL , '`o �� ?3`y \ >-%'� ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FlX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION \ r', \ a.\ `•\ . \�'l' FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. \ 1, -;J\ �•\` �~'' `I.. r � \ N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE `yam' mow. 1 I� e'er _ _ / I l `_ �� l� ! ( PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO „_/ , ; , f •- / /r? \ ` ° �` O \v ` ' \��` THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX ` �' / I/ ` - / C _, t °� \ x `s '1111'VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WHERE THE 4'X6' BOX CULVERT AND THE 3-481 PIPE CONVERGE. THE '. 17 � ' -"" " 6 __ �\ \ \ `` "` -� _!�; o ; `_ yy w ;/ /, h \• "�� `I \ ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE 7 1 ; -' AND/OR LANDSCAPE PLAN. QUESTIONS I \ D 0 STORM EVENT. ADDITIONAL INFORMATION ,: 1 L` ` 0 ATION AND APPLICATION 1 _ '� � ''v �'. `_� \ / /I 7 vp1 " t \ �. AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS �1 t ` r ' _ � , ` ''', `�' ,; i V `:; ,,` \ , ,•.� •,, -, O. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT CONTROL, LLC 512-970-3995, / .� �� ��j ,L� wv+ i ', �' f�t'�,\-.ldl h REMOVE THE MAJORITY OF DIRT SALLY®EARTHKEEPERSC.COM ' / s,. , - , /' �f, ' � ---,If ' - -_' • \ \ 6' OR MUD, THEN THE TIRES MUSTBEWASHED BEFORE THE VEHICLES ENTER / ! {: - > %' / ``\ - ` ' , `� PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: %;� C; / ' A \ ; y/ "'; / ,'\ ' , �, \ _ "-�_`j ,,\, \ ��'\." \ INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS •� �� % _ ` CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. \ S O _ -.ram^ ! - , \\ \\1 \1. ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS �' fill •s' \\ \. ' P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER l 9 \ SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD _ ; ' _„ (, ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. �A �� t �` �'�� I j�,� v ��\ ��� v\\ V BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE " ' - -i' \ \ r SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE i - \ /'' \, \ Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING S�1 ` \ \ CONTAINER 9 ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH NOI) 26 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 ,��V� �a1.� , �71 L ' �`� lg °' } 1 .< L. L. l I,;- �' p' °• )� OMITS OF DISTURBAN17- ' I _ 0 2j, ���'I `�� v P r,',\o 1 15 I / C L -- �;.�) - ' \ LIMITS OF DISTURBAN jc� � 0 r- C>�` 0 , j _ F 1 , t � !" U1, i i Us 1 in Q8 ? LIMITS OF DISTURBAN CS) ')�', I 1' .,•- :i O LIMITS of /1 DISTURBANCE I 11 `1 ,� vr, l 011'',`> \ V11. %1` p i ,' � ` ... ✓ 11 V11 ° i/ 1l F "< ww l I F_ . ,n LOT 4R 1 I II , _711 11 1. � `�` ,M, UMITS OF DISTURBANI --LIMITS OF DISTURBANCE III 11 III 11 pqijrlqjjmpip�� III • • •' • •1111111111 Z• . . • a �D�m�®®� tea• �WiY'®�0'���® • • - r• • 41 IIIIIIIIIIIIII 011�1- ■■■■■■■■■■■■■■■■■■ • • ', ■■■■■■■■■■■■■■■■■■ ME • a a • • ___ ■■■■■■■■■■■■■■■■■■ • r• . ■■■■■■■■■■■■■■■■■■ r . ■■■■■■■■■■■■■■■■■■ �aa. ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■ �� ` ". SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE ;51 966 / , �\ ` \2� CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS _r. 1 > ' �\ Dom-/- COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH %Q. `/ \ \ N c• `.,� ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN , 4; ,, - ! J,,v N _ �Q o ��\ \I ,< <: so ` THE STABILIZATION OF THE SITE. BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE r \ Cj _ OppL. i t _ -• 9�^ \ . _ CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE 40-7 11 / !�� \ l , �; , '1 �\,. ` \•, �;.,\� R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE i / + �.) {- ^`� , `, �.,' / - ` \\ `- FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST CONTAINER. PRIOR TO 10 \eolv, ` \ \ �. VENTILATE. ALLOW THE PRODUCT TO ep,S1 0 :-, \ 5) ,,,�<, a } , \, \ MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE \ e s., t 1 \< DRIP II TO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY / -' = NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT j{t ,, ,.. , \, -- f - '; J \ ', ;'�. \ WELL DURING APPLICATION. _ , _ REQUIREMENTS. 11 uy,• _ ' i = �N f _ . yp �._ • ! ;21 // ' IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE \ „ j �/; S. DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION 11 I ',, \ s , a, GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW j \ . V �-�: . 0 �,.' T BELOW. �• \ " DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, `o THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE \ i..,'�, ,, I, AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE \•" ��_:._r.' ! "' MIT'$ DF DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE ` \ o " ° • _1 1 CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. /,� 0% ,(` � \ o £ / 1 � _.;.n , --' - CAS ROCK1 ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL vm Z-� W�� V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION j - =-. ` 1. �--- --..__ _ - � ., INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO 4y \ AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. 1 aOff° ``00 T� �p W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM i; ' \ \ PRODUCTS AND/OR HAZARDOUS WASTES. SITE FEATURES 11 .00 ° 1 �fj% \, i 5 . °G ` IS 286,50. TIE BOITOM OF - 2 .� • � _ X 0 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING - - BOUNDARY LINE / fir• ;' am EXIS MI6 TRICKLE �? \ REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. _, { ,_ / ` RDM ' \ Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH PROPOSED BUILDING FOOTPRINT co '�'--.. s, - % EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY -X- X CONSTRUCTION FENCE •� �I \k �' i[�] ... __ '''%,� ' OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. 1- (D 4 11 I �' _7,:�u , � OVERALL LIMITS OF DISTURBANCE 1 JCL/ .< 1.// ..,. i _____ ;'` w. rc BEST MANAGEMENT PRACTICES SEQUENCE l r Cf \ dx ` a .. \ , t: /' ' GRADE BREAK '. - T - -_� x� s '. / NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE F • -....,. \\ s. r - � +m - � � � � a --w �.. ,y . r.� ) - S: TRAILER, �� � ra � - .n s - - .r: / , FOLLOWING AREA - \ `� i -2 / y • O - -I 1 Oo \ \ j ;:!, . / / PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S 524 CONTOUR ELEVATIONS I • _ Y / / 1 / i a ..4�.l -11 11 _ _ 1 ` :� _.,.. �:1 V EXISTING STORM N -- - ;; ,, .- , , •- .. �.. _ " _t7 •�, •�_ / / J / ,t > ,. , \ � :;4.. •. �.� - AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., M DRAIN �.. f«`% �,•a rlr I d / / O 1 1 6t \ � may,* 'XSt,/ - _ _ - - 7 T' �' a a / / \ F `' \ ��,; /:;!..� MMER IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION �' a a - - x .. a / / j \\\ `' - - - - PROPOSED STORM DRAIN / / / /' // �IJ /,� _ .Y i ! AS THEY OCCUR THROUGHOUT THE CONSTR 9019 "'" - / / /. /w< ._ ! :< / , / UCTION PROCESS. IN ADDITION, NOTE ALL ' r ^Y 1 p� - as / / / �', /, %/ ! .00/O DIRECTION OF OVERLAND FLOW W GRADE ��.:na...-G-.r ...-.. l "� a�•'-" -" .•;::, �,. ,._ ... ,,.. _. r r .''7;`,�-�'\\, ;i =/,' S EXPORTED TO ON THE SITE MAPS. O �j � �_� _ L� � �, �; / �/s , E S WHERE FILL IS IMPORTED FROM OR SOIL t �' {'a• 7 --_.! „ �,.l ' / / I f / 1 V l� , CO 1 i PHASE I AS REFERENCED ON PHASE I E/S - 1 ..; �```` J; h ;? _ p y /✓ / I t \ .Y\ i �< f/ ' / CONTROL PLAN /SITE MAP ES 1 I 1_/ t 1 ( j - `�-- \ % // r. 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. DIRECTION OVERLAND FLOW I . /z . _r:l r �. _ _ , , i :,U >y ,/ % /� 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR DISTURB ONLY THOSE AREAS 1 t� ___ - y° -,� I ?- t r NECESSARY TO INSTALL SILT FENCE). LIMITS OF DRAINAGE SUB BASIN / f -� ,.;z o I �, , L>> /�� /l�[y / , ,a - { 1 i C, l m \, `' ;/ 11 Y 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. f . �-: i ! 1 a` - /5 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF LIMITS OF CONSTRUCTION (SEE PHASE II 0 / ' ° p G°gyp . J �� / / 1 , 1 `s, J z" ,. y,._ <_ - '� t �+ Gp" �. __. � .,... -,�.._-, / - / / I ! 1 �. \ j; %.., c t DISTURBANCE. E STI G x -- I r =, / I / J -D I j . % / -, F` 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) PLAN FOR ACTIVITIES TO OCCUR WITHIN ` d J / ' ./ / ? ! I /''\,\ 4 AND BAFFLE FENCE WITH APPROPRIATE OUTFALL STRUCTURES (CLEAR/STRIP ONLY F - - //; / ' / I I ' E N 1 �1�I / , \ `,,, ' EACH PHASE LOCATION AREA). / J / t / / / i / THOSE AREAS NECESSARY TO INSTALL GABION, RISER, AND TRAPS). -. f�/�/ f /h /f \ //� ,, . S i < ,;-,� , , 0 N , , s � , � �/'3c, �,� I ONE STORY ///�/ �/,�` 412i t 7 0 _ ✓\ � ,: .- � 11`� , /%/� '//j I ? CONCRETE BUILDING / / j �. / I � 1� 1 _ -� N. \,\ c <r>� 1. m. !`J ( F.F.E.=274.60' / '_7` > l _ ,u3 _ _ "+1`: t / �' / Sys j.'' ytXISTINGA / i x I;,�'.�27a°�..:!n ,� ..� DISTURBANCE �;�\\\ �� � �' `'.x ' Ill: IN I/ ,��� I �� - ! VEAL-l��IART i rye° //}�,, M OF DISTURBANCE -. I \ � a ti i i•'" �As' R I %. �' is �- A'! f tZ��,)_, 114� )i. 6. INSIALL IKEE NROIECHON AS SHOWN ON E/S PLAN - SHEET ES1. HALT ALL ACIMIES AND CONTACT 11E CEO 10 FERI.1= Mi9 WIGN AND COM MAIM OF DIP& QEIERAL CONIR A M SHALL SCIM11111 AND hilml �.-.- .. N11 .. 1, AIL EXCO 110IIS N07ED ON IM DIP CFRIFMIIOII FORM MUST BE ADDED 10 1IE FMIST W&Y REPORT AS A OEFICQW OR DEF10ENCE3 AID IIFMOLIIED wlm 24 HOURS. SMPS CAN NOT SE mvm M' ANY DNEPIM RDMMIES OWIER 1NAN 24-1, 011RS TO IIESO MIL DALY OM PEC'IIONS AND REPORIMW USIM S W MANAGEMENT 100E I MUST START W DAY OF OR MEDMIELY *'= DP CERIFICAIION. i_ ,:� .ry - 11 - -1 V,- I I /j/J/ I a i ; 1 PHASE 11 AS REFERENCED ON PHASE II E/S CONTROL PLAN / SITE MAP ES-2 THRU E-8 11 ,`��� 2�8' �•� I /�. r I I nl1. j PHASE I THROUGH VIII LOCATIONS SHOWN ON PHASE II E/S CONTROL GNG V J r/ -;£ i� ' e PLAN SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF �` / ' 1. F. zr r 3 < CONTROLS BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO Ise `x' //' , i y LIMITS PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. \ �l�Y �$o I // 1� r 1 '1 DISTURBANCE THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON l e �: , F y .„ Y THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION t fir'1. ,.. „ ; : ," ' OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT 11 _:; J '/// I J,�` __ / /: ' . '.;' // LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE (� ? J >-/ A. - /. //. ": `" I � FOLLOWING: v `-11 i r i C' I- I( //�' _ 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. ~� a, "' Ah x 1 \ "° ;�; , ' aj d1. _ 11 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR / ,;4 ,*; s �+ fi I ��19 �/- \ �►; �' R s y PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. r k r. \ Cl��, rn \ \ s.' \ r ;,:, /_ �' i 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN G ��, �� \ ' 'S' ;:1. ,,.,..;:: <''' •. ,zw- RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN 11, .. \ s \\ ,. ,,. ._ >,,.. _"` �', y o ��` ' ■ * � ;" l_- "+ ,, 1 ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE /� �. + t c. �, IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS, THESE r/�` 6 . x .►i ric..ws� ' -. - �" 1 'J_'; MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF MITS OF DISTURBANCE 6' /` rx "�',� v d J. �. I Ij \ I I yj�,(25 CONC RAMP c ' '( �1�`- J --_ -- �`� 0�° J� } LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED \ / ! i I . �� T LOAD DOCKS l�Y O THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE \ \ { / i'/ ~' J `-�- . �`T,:131, ca� ";`, AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR r `I / +j� � . '1 J / I '� t ' ( ' �` ' / � EVENT IS PREDICTED OR IMMANENT. 11 -J ✓ r,< 1.=. ,. �// 0 � o- `l I / / �' . \ von `, I I \, �'' 1. �+ 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. 6 l -- \. 1I 11 / I I -�_ ,.��, 5. BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS /, '" { - �% r -- ® \ `��11 01 t M-- -• b 'Ole �t, AS NECESSARY FOR THAT PHASE OF WORK. 'i \ � -__- -r \, i " -. <<' � , m .-� /� / /-,., 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS \ * i..Jl. rGJ.r .r •.. r..o,\�. - .... - .. �. �. r.� \ 21N- Sou-- / o d�0 "> `� REQUIRED. 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND ' i N INSTALLATIONS. �� ' \ \ `\ T �' �� { / �'�'j PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION - _ -�`y a 8. BEGIN - _- ;y \ � ry / \ I.\Iil \ t 'S .r ; PROGRESSES. r \ \ - , •�� I n,,.'> -,;,,' _' 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY �� sj51° ° ` Mli'S DISTURBANCE / DEMOLITION. d / _- r. ,�j, ti �^ i ". ` r �- ' \ -;E- /' ! �`-- i`;• IJ� i i 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL )lla. 'r \ 0 `'`,� CJ �� j 3 s 1 °� '� gip' ,,<� PAVEMENT SECTIONS. \ �l „�i. \ / ` j%� �, r - - - - `\ •� 1 3 J//' ^' ��^ 111. BEGIN 2. TEMPORARILY LLSEEDN THROUGHOUTOF ON SITE DCONSTRUCTIONDDENUDED AREAS THAT 0`. _� b,. o �_ / . \ WILL BE INACTIVE FOR 14 DAYS OR MORE. \` i'` N ° i 13.INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET _ \' __ _ �"� \�, j i `- �� STRUCTURE IS INSTALLED. `• �`., " \� TALL STORM SEWER STRUCTURES AS EACH \ o / �, \\ y ° \'\ � k; I j � �`' 14. INSTALL INLET PROTECTION A ,.;' � 2 \\ / `;�:' �.; ,-� ti INLET STRUCTURE IS INSTALLED. j �► / � e;;,, ` eo ° \ i i' 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT _J \ r - iGRADE. -J - f' \ T' I r � �.•-S„ 16. PREPARE SITE FOR PAVING. \ \'.yr/ I _ r .. 17. PAVE SITE. ` ` ` ( � ° \ „'. j � , �y ' � 18. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS ' 'i\ ;�i ;' - - -r--• WORK PROGRESSES. ', '/ f I �"y 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLATION OF PERMANENT ` L 1. ��` MITS OF DISTURBANCE STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. 0000 u' 20 OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT �% r .. • t ti ;` Olv E� A `r_ i OI ,b 11. \ i NOTE: - I , , .• .cz. Q.50% ° r. I . - l SEE SHEETS D1-D3 FOR EROSION AND / i-`` `\. '` I - - - Im SEDIMENTATION CONTROL DETAILS31:. ER ON - `\ ` CONTROL DETAILS SHOWN ON THIS EET %11 1 o ARE WAL-MART STANDARD DE S. t �C - t • ` ' I W '` Vi ;K r t I 1-1j ,/'4;� N ti S 11 ; ; 1., ,� 5�, TB-j- - RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER , Oh. �; s11 / �� OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. \ avIll, Z, ' `1 - IV . ? / TBM A2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST ` �- \ ti_ O ENTRANCE TO WALMART/SONIC OFF TEXAS HIGHWAY. . -I '� y 3 M ELEV.= 273.90' A .. ` t Ql/ �`' ; � , _ ; �� '�' %�` d o o TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE , qN"11:� rz �� 4„ I I EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHERS BLVD., SOUTH OF THE WALMART RECEIVING '•.x , __ s BAYS. ELEV.= 278.91' :; , f / N ^ d III -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER ry;:.1 , 1'1 . 61 g = -, OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. =' ' • - to E ELEV.= 281.52' ~' ��.' . ;,. _ �� a i 0 TBM A5 -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE , , ---- \` < �m�$ \ It ,I , i 2 2 SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON S PARKING LOT. ;r ,\ J -a° ELEV.= 281.74' 0\ / w . I - /; "" // _ _, C THE SITE HAS BEEN FULLY STABILIZED THEN: A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE (11 INSPECTION AND REPORT. \ /I" ..-_ 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED "READ TO TERMINATE PERMIT", IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL. DEVELOPER OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. I - '-1 ■ ,' PHASE I LOC L■■�■l p EROSION DETAILS RP ROCK PIPE OUTLET PROTECTION SEE DETAIL E/S DETAIL SHEET CE TEMPORARY STONE CONSTRUCTION EXIT SEE DETAIL E/S DETAIL SHEET INSTALL SILT FENCE SEE DETAIL E/S DETAIL SHEET $F �TS.F- TRIANGULAR SILT FENCE SEE DETAIL E/S DETAIL SHEET INSTALL BAFFLE FENCE SEE DETAIL E/S DETAIL SHEET ��BF� ® SS SWPPP INFORMATION SIGN 8 8INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET OFILTER IP3 SACKS SEE DETAIL E/S DETAIL SHEET OFILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET 5 8GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET 0 a FIBER FLOCCULENT TUBE SEE DETAIL E/S DETAIL SHEET REVIEWED FOR C O P A N E BLS PERMANENT EROSION CONTROL BLA KET / SEE DETAIL E/S DETAIL SHEET JUL 0 7 2009 SB _�) E TEMPORARY SEDIMENT BASIN SEE DETAIL E/S DETAIL SHEET COkNG%ERON fQ O�(: TPTREE O PROTECTION FENCE SEE DETAIL E/S DETAIL SHEET IV RR RIP -RAP PAD SEE SIZE ON GRADING PLAN AND/OR E/S CONTROL DETAILS ® CD ROCK CHECK DAMN SEE DETAIL E/S DETAIL SHEET Q EROSION NOTES $( D {--IMLC) PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) TP S TPS TEMPORARY PARKING AND STORAGE PHASE 2 (1 LO EROSION E IMENTATION ONTROL PLAN / SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 � � � ��!!!!!!!6= ( IN FEET ) 1 inch = 60 ft. REVISIONS I BY U o N M IA ` rn t A ^ Ll A � W X S Z �� IIIIIIIIIIIIIIIII V ii O i u C 0 O 4) � N � CO 0 Q (� (n Q �3 t I- N `� ' N F Lin e (i °� S.l . . to w - �W Z III V m 5- � LJL O � w p 4 ,7 00 u to ft X AC I- L v. C i . 4-i N Q DPAWN op CHEOM i DAYE ovoolos stm JOB Nm OOHM S}�I IIIIIII 4 OF 73 BHSM 0 C C J 0 F G K 10 x ' I 2 I 3 ■SITE Im 4 1 5 1 6 1 7 1 8 1 9 10 I 11 1 12 1 13 1 14 115 116 1 17 1 18 1 19 1 20 1 21 GENERAL EROSION AND SEDIMENT CONTROL NOTES BMP MAINTENANCE EROSION NOTES 20 MILE TO SITE LOCATION MAP USGS QUADRANGLE MAP OFF -SITE RUN-ON ACREAGE SUMMARY* OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER** SLOPE SLOPE TYPE AREA 1 18.50 1 S.O% I S.O% PAVEMENT . CREEK TRIBUTARY *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED. PAVED, ROCKED, ETC. OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAIVE• DISPOSAL SITE NAME. BORROW SITE ADDRESSt DISPOSAL SITE ADDRESS• BORROW SITE PERMIT HOLDER• DISPOSAL SITE PERMIT HOLDER• BORROW SITE PERMIT NO.. DISPOSAL SITE PERMIT NO.• BORROW SITE PERMITTING AGENCY• DISPOSAL SITE PERMITTING AGENCY• 1 CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING ("SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 ("SWPPP"), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. AL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS B. AL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE REPAIRED IN ACCORDANCE WITH THE FOLLOWING: STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AND RESEEDED AS NEEDED. AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2 BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3 CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT- IF ONE OR BOTH ARE NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ` I BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE N . `` F �I . '.. \ �. \` v a ��� �1__" l 11 \ -,, 1 ��. Gw� %el �4� °% • `' - ''"' ' 1'' �l'__"_' ----- 0 __ OF`----'___-. �` - r: iI I LIMITS OF DISTURBAN ; ® 2�s ' 2: t ; LIMITS OF DISTURBAN 00 i . °l° ! s LI" 1 �'". , `ti 0� _'_ �\� .a 1� f% F� �k. -\-, \ 1\ y+. f i 9 11 11 11 811 ,9 551166 7 i _ " ` yy�� :'hr". p, ..• I // \o I 11 / ';/ /� /. 09 SO _<t, 4_.wl ACREAGE SUMMARY IN ACRES WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (Must• MATCH N01) 26 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 • '• • i • M4041M,• •' I I • M 7 • • ~ • ~ 11,31T71mm=m® YIiY• ■■■■■■■■■■■■■■■■■■ • • • s,EE ■■■■■■■■■■■■■■■■■■ ��� a • • • : ■■■■■■■■■■■■■■■■■■ a • r • • • ■■■■■■■■■■■■■■■■■I ■I'I • r • ■■■■■■■■■■■■■■■■■■ • �,■■■■■■■■■■■■■■■■■■ • aa• • ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ CONSTRUCTION EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT CONDITIONS DEMAND. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACT H OR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL L BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 507. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 7• PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". 8. AL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BMP' PTIONS ARE SHOWN, CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE IP FILTER SACK AT Al TIMES AND WHEN NEEDED TO ALL VEHICLES TO PASS R INLETS. USE THE I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS FT FIBER FLOCCULENT TUBES AND/OR IP1 OR TRIANGULAR SILT FENCE BMPS WHEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND TEMPORARY FENCING IS IN PLACE AND WHEN CONDITIONS DICTATE THERE USE. WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATIONS IS PROHIBITED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL ,�.? /� i- _„ - BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM .11 _ 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER ,, SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED I � n f 1 L , iiMITS OF DISTURBANCE 2) TIME SCHEDULE MUST COINCIDE MATH SEQUENCE OF CONSTRUCTION. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL LIMITS OF DI RBAN 1C_ J \ ST1;1 , c �C C;,. (SEDIMENT), THE STORMWATER MUST BE TREATED TO o �`� L ALL STORM WATER POLLUTION PREVENTION PARTICLES �' �'�� � o - .•pj `�y , ;v �`�`., `"'`' S ORM W TER POLLUTION SPREVENTION ENTED REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO - /` i E -� �� ° `,� `� `� � �V 1 �� ` PLA , SHALL BE INITIATED AS SOON AS PRACTICABLE. STORMWATER THAT IS COMING ONTO THE SITE. t 11 `. ,�_ N THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW I `, ,4.." \�` , _ �� \ \,. ' ,\ r,� M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT 0� LIMITS OF DISTURBAN \\' \ �� MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING \„ : �° > `C USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL O �g I `' ' ` G - _ ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION "V r- --_� \ J>\ ?f "'- FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. i ti O t Ate' l . N. DISTURBED PORTIONS OF THE SITE - e� \ / , ; WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE I. ��r ■� - _ / I i .\ ,4 I �,, PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO \ --1 •• - �� + r + ` �,O ` � I ,', '` '\ o• , THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX +�� .. > , �- 1 / ^' \` ` ` \` \ '': VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION s 1.n, I WHERE THE 4'X6' BOX CULVERT AND THE 3-46 PIPE CONVERGE. THE r -.r' =' ' ` _ `�jj' \ ACTIVITY OCCURRING IN THESE AREAS. REFER T E '\ r- � �..�. ^ ♦ � - / `' � , ♦_.., b j \`� ,� \ 0 THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE �, ,. "' Sim a` ' � - '' 1 ' , \ �\, 1_, \ AND/OR LANDSCAPE PLAN. STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS 1 Wit;, t .; ,' � � , / > _" ' \ �' . �. I ` ii ` \ \ KEEPERS r I � ♦ '\` / 1 f v <,\ .; `.. 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT ONCONTROLL, LLCR512 FORWARDED t C 1 n r r ` 1_1 �' ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT SALLY�EARTHKEEPERSC.COM ' �s �' 4� 'z\ % ,`�---'n� ' _ % ^,_Y'`\. OR MUD. THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER „; �, rt 4 1; ♦ / ' / ! \ ': " A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: 1.. r. .� ♦ i ' \�I.\ `� \_ „- � I \ INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS w ., f .,,\ •at ♦ / _ - \ CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. �„ ♦ 1. t ! -F\ \ ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS 0 J �' r s' - *' \, P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OF SEDIMENT !ACED WATER. THE ENTIRE FIVE GALLON CONTAINER �/� ; ♦ ` Sg - / ,_�; I ` _-_\ �� `\ \. \; SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD 1.ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. BE STORED I AN ,: /' TO ED N AREA THAT IS COOL DRY \ ' : '-\ - '' AND HAS LITTLE ♦ , \ f _: y; � �� ` _� Q. E STORAGE HANDLING INSTRUCTIONS ARE ON THE �. �,, \ � SUNLIGHT. TH CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING v' ` ~ \ ti j ^ * ` 2/0_ J E DETENTION POND AND ANY SEDIMENT THAT MAY HAVE CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS SEDIMENT IN THE "- ♦ \ `' COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH + 1. + ( '\ N'\`, � ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN L J ry,,, `, \ THE STABILIZATION OF THE SITE. BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE 11) 11<1/ \ �� C. i / _ r `''' '\ ` , \ CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE ,, i \ -�\ \ ,',', , R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED _. r / . ,' , ' , _ �... \. \ CONTAINER. PRIOR TO I , - ♦ ♦ : �, THROUGH IMPLEMENTATION OF BEST ,,n, `,;` . APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO / o � / 'I -' ♦f \, \ `,�, \ \ MANAGEMENT PRACTICESIMSTOCKPILE AND BORROW AREA LOCATIONS SHALL BE F DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY ;�? •`„ I i \ NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT WELL DURING APPLICATION. ,. t _ - '' >i / � REQUIREMENTS. I �. :, , , - aft I\ �: / IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE i \ / S. 1 - DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED �� �� 1 .-. - UG ENED CONDITION DURING THE � � - .� .. :-,`' �j OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, 0 I 11 GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW ? ,\�°�o \ I 3 11 �� -, BELOW. = 1 \ Qr T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT t ° THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE I - "' - \ ! Q ;" AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE " ` \ `:` � , `` t :,1. ,g I MITS OF DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE 5% � � � -- - � U. SEE SITE PLAN FOR PERMANENT CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. 1,6 • E AND TEMPORARY SIGNAGE. ;'' �_. �� ,/ °(j �- RG B) ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL o • r - V. _ NTH 2 3'X.�'X�'• BUnRESS GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION i ` INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO ' RISER PIPE MITH sIwER \ AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. •r TP �I G I a1. , I '` THE TW GP THE W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM - �, . I ,� q or , 266.50. BDTRSI \`\l PRODUCTS AND/OR HAZARDOUS WASTES. ?,• ! 1 •(�; „>; `'d � "I ` RISER PPE IS fZS3.TI AND � X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING SITE FEATURES T _ � / MAC' �E REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. ,i�/ !L - - BOUNDARY LINE �I 1 `el /, ` FIGIMIIE. '`\ Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY j +�, ` --- �j, ` \� IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. FOOTPRINT PROPOSED BUILDING F /,� \1 I ". +- o q ' -X- -X v CONSTRUCTION FENCE D OR _-_. : //:' v ; ' ' SEQUENCE BEST MANAGEMENT PRACTICES 0 3 < ) ' r OVERALL LIMITS OF DISTURBANCE o \ . m . .. - .. ... . �. - v: �. e, - .. - - - - - - .. a �^,,,. .. - 1 ::,` '.'' i / STALLA11ON OF THE FOLLOWING AREAS: TRAILER. Z WW EAK - O j '� • / - -. 0 / ` ` !%% I r' ' PARKING, LAYDOWN,PORTAN POTTYNWHEEL WASH CONCRETE WASHOUT MASON'S GRADE BR ' -! v / AREA, FUEL AND MATERIAL STORAGE CONTAINERS. / E S SOLID WASTE CONTAINERS ETC., CONTOUR / / \ � E OUR ELEVATIONS I F ..MMER 524 \ / / D/` / t. l - /% /, , r.+.• ; IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION_.___.__ \, / / / / / % ` i ` EXISTING STORM DRAIN ,' t / ". t o AS THEY OCCUR THROUGHOUT TH t- _ \ _-: ,IN / / /l lam_. -. 1 I. -. _-. _ _... -, ^!. �` \ T' . \ , : / Y� , i9 - - - - - - PROPOSED STORM DRAIN / / / I \ ..�., / „' ' ALL OU E CONSTRUCTION PROCESS IN ADDITION NOTE o 1 _.. ., � ,, / 0� r / ii',,_ .LL °_ , \ ,_ /,: //C%/. ; , % , \ , /, / AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. - :rN_ J • t PHASE I AS REFERENCED ON PHASE I E S CONTROL PLAN SITE MAP ES 1 I .00% 1i '? = ' a� 1 : = . , /' / / DIRECTION OF OVERLAND FLOW W/ GRADE , <... j 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. -�� r' ^` r ;` s 1. rt ;y / ; ,i ' 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS 1 I t i J , / �� DIRECTION OVERLAND FLOW 1.• ' :' / ^1 I ! NECESSARY TO INSTALL SILT FENCE). -- ^ r;^` o [ .. 1 / .% / /'� / f { m \ 3. PREPARE TEMPORARY PARKING AND STORAGE AR A. ° p _ \ n / / I i ` /"�;. E LIMITS OF DRAINAGE SUB BASIN e: % l J/ 1 b 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF �► 0 G°ONG i 1 1 c> _.... �/ /✓` ; t \ ,.� 4 DISTURBANCE. ~E� i ' I ,; // / .��' sw. 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) LIMITS OF CONSTRUCTION (SEE PHASE II I // . / k � ``., , : i AND BAFFLE FENCE WITH APPROPRIATE OUTFAL STRUCTURES (CLEAR/STRIP ONLY _.1 I - /1, * `t / t D E N T O N , „_! , PLAN FOR ACTIVITIES TO OCCUR WITHIN �/r / THOSE AREAS NECESSARY TO INSTALL GABION, RISER, AND TRAPS). �/ 3 / r' J 1 m \v, h, 5 4 5 I ONE STORY / ,. / / r 0 .:y r. �� // CONCRETE BUILDING / - r. /, , ,'I 1, � \.`.11, < � _ pl, -, ,- //7 / 1 / °' / F.F. .=274.60 // \ \_ 1 y E // �� ID �. �;, Ift r. ., __ . 270 "Cl- .." '� DISTURBANCE � \ �',�; ti 3. Y�o _ I r EXISTING .... �o ,:, Y ' _ - 1 ; WAL-MART If �, r �, ��, /, ` s � - w .,02 r a 0�� w$Z.�• t „ r PHASE II AS REFERENCED ON PHASE II E/S CONTROL PLAN /SITE MAP ES-2 THRU E-8 Q EROSION DETAILS :. �G�� ��1 (�� t - PHASE I THROUGH Viil LOCATIONS SHOWN ON PHASE II E/S CONTROL vI.PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF F F k,' o1 �� - \" 3 j O ROCK PIPE OUTLET PROTECTION 1 . $ / SHOWN AND DOWN GRADIENT AND ADJACENT TO RP 1� SEE DETAIL E/S DETAIL SHEET \'' } r..-, i LIMITS PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. �� , 1 � \{ �° DISTURBANCE THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON CE TEMPORARY STONE CONSTRUCTION EXIT `; STABILIZATION A AIL SHEET T� OFEACHLOCATION AS THEWORKPROGRESSES ACROSS THAT SEE DETAIL /S DE �, \ I` .' ,1 // / .> LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE �� INSTALLTSILTEFENCET y o, �� � - / / *' 7� FOLLOWING: SEE DETAIL E/S DETAIL SHEET y a g _, �T.S.F.� TRIANGULAR SILT FENCE a'v� +�ti4 ^L , ri 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. `°"" " • , � 7.':; �«' � e 2. MOVE/INSTAL STABILIZED CONSTRUCTION EXIT AT OR NEAR t' SEE SHEET !I .1, z _ ss ;`", �° sriK;, 9 NSTALLTBAFFLE FENCE 4 N: .a• .1. \ 1,• •',' ,I , PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. �BF� ;,;% r -. SEE DETAIL E S DETAIL SHEET }p Col vs ' 3. INSTAL ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN / 22 1 S f 3' .� s s ; :i RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN y -^ �,,_____- - " ' ` //�- \1. , i3O';; ° ° }`� _. - ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE ® SS SWPPP INFORMATION SIGN f�G `/ �y" 0 \ t / `'` . I; - «r . r:;' --`- " - � e, IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS, THESE "/, t 4 /,j� 6� 'i••a. n�1n�a - MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF MITS OF DISTURBANCE � � ,; _. % , _ _r, �/ a / I I• a ( CONC. RAMP � 3 , ° n' INSTAL BLOCK AND AGGREGATE INLET SEDIMENT FILTER I ,, I I '� Q-I l� 1 LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED IPl �'', / ���, LOAD OCKS + • [�0\ o-/ 1 '" ply I I,g l iS-kM AD • : ap r `" ' 0 , n � �` ^ THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE O SEE DETAIL E/S DETAIL SHEET \ / I / i `" 'r _ ,..'s �;i. ' � s f ' •' AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR `V///lz ' `' _ I I j I ' 1� ` " � % a `: `' " : EVENT IS PREDICTED OR IMMANENT. FILTER SACKS zr. " Y�/� 6 tr .� L �� v - ,"��� d /�> o I . q I '-- - , / 0, emu;: 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. 0 1P3 SEE DETAIL E/S DETAIL SHEET \ `� �6.�� ! I I I .55 0 -., \ % ` ^' >``� ` 5. BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS O l �� -- ��'.' ; i?d...� ___ _-- t--��� C,j'% ems;'' AS NECESSARY FOR THAT PHASE OF WORK. i - 7 ` , - - - FILTER DIKE CURB INLET PROTECTION , - �'I � �/' BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS T h` \ ` ! I+g�:� t �r - ■� - .a p..- •.. - - . - - ►� - iJ1. o u �'? / SEE DETAIL E/S DETAIL SHEET \ \ -_ REQUIRED. ; / \ 2�S ` - � i } + 11 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND \ ' \ ", !(in ` . ; ` T J l` f'"(2) GRAVEL CURB INLET DIM _ _ \ - , INSTALLATIONS. SEDIMENT FILTER `\ ! PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION SEE DETAIL / DETAIL SHEET ? , n, ___ _ 1 "t ! �! ttrj" 8. BEGIN PAVE STO (5 IP5 E S ?. k \ , \ \ _ I , PROGRESSES. ..,, . ` " ` ye'° j - �a3 I • - . '' 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY 0 \\`• \ ? MIT$ DISTURBANCE 1 " , DEMOLITION. FIBER FLOCCULENT TUBE mmw �N \ Dc if ; ;:; .;, / / �•""� 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTAL O O SEE DETAIL E/S DETAIL SHEET t / 0 \ �j - - - - s-\ \,\\\-` "` J ( •sue •� '; ti , l` PAVEMENT SECTIONS. �� {; \ ' \ .( ,\ \ •� o !' , " .' �" 11. BEGIN INSTALLATION OF ON SITE DETENTION POND. BLS PERMANENT EROSION CONTROL BLAN ET �E�i�WEp �'pR - �f ° 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT - ;-1 WW S '� ,� / SEE DETAIL E/S DETAIL SHEET v O\ �; / o / e \ tr Y WILL BE INACTIVE FOR 14 DAYS OR MORE. O M P L I �4 N C E v,-,--,,�;' _-� ' o 13. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET\\l rrfa'°' \ r�sY ` TEMPORARY SEDIMENT BASIN \ 31 N� / 4 Q .__ ___ 4a, \ j': 1 f°' STRUCTURE IS INSTALLED. SB SB SEE DETAIL E/S DETAIL SHEET \, r, ti 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH •� JUL 0 7 2009 �\ � <'� r'` ��, ° � ''� ` � �� i� `V^ INLET STRUCTURE IS INSTALLED. `rQ �. ° lr #/ 4;, • - ,\ \ 2eo Q ° . ,,`` . f', ''` ,,\ i � " - 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT 1 C.A. j� TO FINAL GRADE. TREE PROTECTION FENCE �0 �� \ �J < - - �l/ \ ' _ - �4 16. PREPARE SITE FOR PAVING. / \ ?; r I r ,� O(:� O SEE DETAIL E S DETAIL SHEET �j �� ` 1, `.' 4 .": 17. PAVE SITE. �IV &I41fM\� / Q�. 1\ f "� ~' P IATE INLET PROTECTION DEVISES FOR PAVED AREAS AS \ /` '., \ ," W _ O� i • / may`" C 18 INSPRLL APPRO R RIP -RAP PAD SEE SIZE ON GRADING PLAN " '.. WORK OGRESSEIN S i, ` '1. \ .r/ ' 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLATION OF PERMANENT RR AND/OR E/S CONTROL DETAILS �, ` MITS OF DISTURBANCE 0000 STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. , ' yam 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT ROCK CHECK DAMN \. ® I. ' Z Y ' ,;' THE SITE HAS BEEN FULLY STABILIZED THEN: ® C� SEE DETAIL E/S DETAIL SHEET \\ \,"---- r \ O � 6 �� I A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL . _ _-- - ? V , . �; i / DEwcEs�6 NOTES i ` / TURBED BY THE REMOVAL OF BMPS, AND xA ' . * , `- C. ASK ITHE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE EROSION ., \ i _ 1 INSPECTION AND REPORT ��[ , w \ •,1•Y 0 l - . �� I G s i NOTE: �_ - !f 0.50J% 1 ° ' SEE SHEETS D1-D3 FOR EROSION AND ' - -"-' - - 01 SEDIMENTATION CONTROL DETAILS. ER ON / 4''_ ,i CONTROL DETAILS SHOWN ON THIS EET /' `1 ,. t 0o ARE WAL-MART STANDARD DE S. S, � �"I I ;:. �� _ if, a \ :, . g11 ll, h A: ` " I _y TBM IV -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER ;- I ' '� `` OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. \•'' , t �`': `1 (Y x ELEV.= 278.07' 9i, \97 `�; _._ �- .. I '�' �. a qry TBM #2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST F \ � , �� ; „ / i ENTRANCE TO WALMART/SONIC OFF TEXAS HIGHWAY. a, L,, -' '��► \ '� r , > 3 to ELEV.= 273.90 - ` Q, �,• c o m TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE `t . "�qti l ' � I b EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING F ``-- r`, s BAYS. .;, I _ ELEV.= 278.91' - i%N ' N . TBM #4 -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER = \• 6, ` � , � OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. '"' 8 z m ELEV.= 281.52' *� E' ,W W. e\ z<,4 .. \ c m 1 $ TBM #!5 -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE � � --- ` �II _.%1., SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON'S PARKING LOT. m J a ELEV.= 281.74' �\ ``" t 1. ., LOT 4R DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST Z001 SE 10TH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED "READ TO TERMINATE PERMIT", IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. &--@ PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) TPS TPS TEMPORARY PARKING AND STORAGE PHASE 2 (11 LOC) EROSION E IMENTATION CONTROL PLAN / SITE MAP GRAPHIC SCALE 60 O 30 60 120 240 i!%IIIIIIIIIIIIIIIIIII ( IN FEET ) 1 inch = 60 ft. REVISIONS I BY '� V o C N rCo M (A Z °C M o � U- 8 4,Cz Z V r o O •� 4 2 ,O^ V , ILA ■ Co ,V^, ., �W ae Q I � .I V Q� r ) ,� LLA"' ..wl Oe 4 C 0 a) _ O �_ V cc o I LL O Lf) en 0 tn to `� F a) f C •� H Q MAWN CHECM DATE 01/09/00 SWU BMM .JOB w 00a1oz OH 1 =2 5 OF 73 GHET8 1 1 2 I 3 Amp- 4 1 5 ( 6 1 7 ( 8 I 9 1 10 22 l.1 I L FRI 19 19 Lr K L N LIMITS OF SITE SITE LOCATION MAP uscs QunDwwaF MAP 15 o* N _..AEA' �810 Sl 20 MILE TO 11 12 13 14 15 16 17 18 19 20 21 GENERAL EROSION AND SEDIMENT CONTROL NOTES dNTENAeldP� ACIiRFcN E EROSION IIOND ON nNOTEALL HIS RnstnN AND SFn1AAFNT CONTROL PLAN OFF -SITE RUN-ON ACREAGE SUMMARY* OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER*�k SLOPE SLOPE TYPE AREA 1 18.30 S.OX S.OX PAVEMENT . CREEK TRIBUTARY *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED. PAVED, ROCKED, ETC. ACREAGE SUMMARY IN ACRES WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH NOI) 26 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 Wi t 1 V o%• �' lg I , �. - .... ■■ (� OMITS OF DISTURB' :: ' µ,-- � �'s F'' ti , �:, ., r t oo a : f j 1 "Ill 0 +-" - UM17S OF _11,�I= 0 I�tAi ii i _11 ' i r ; �� �� / I r� LIMITS OF DISTURBA11 N �y �/ t I� o I ® t 1i -1'. S ` ":i - O 7 r- t , _ „ • _ ,.+, t' 'Y s` �/ ki ,4, �,<, Y s i ,� 11 �� = �� I / al I 4" ,; 711 ,:.,11'� .1', �/1/ i _ ' \ , lr\// -("I � %)-,I� ,-I�, o 0 /I �� .- i�. ,* t / v 1 ' 1 .58 / ; 5 , S 66 9• II �a-.` ,r '' - cn -. 4,. e' 1�-,t_ i i , Y; 1 r J. O _� 1. rJ' 51 f i i_. - I v /• t \11 f t ; .� . \ Q _ a ;,. .� ..ti ,. �' \ ', _ .- f �`' \ ; g ap��. //p, J 0/a / I' / Q f/ \ "', 6 , - u _ yVR 0 j "'` , ; r `r OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAIL DISPOSAL SITE NAM BORROW SITE ADDRESS>t DISPOSAL SITE ADDRESSo BORROW SITE PERMIT HOLDERS DISPOSAL SITE PERMIT HOLDER• BORROW SITE PERMIT NO.• DISPOSAL SITE PERMIT NO.• BORROW SITE PERMITTING AGENCYs DISPOSAL SITE PERMITTING AGENCY• A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING ("SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 ("SWPPP", PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. THE SWPPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED 1 CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2 BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3 CONTRACTOR SHALL STATE 'NOT REQUIRED FOR THIS PROJECT` IF ONE OR BOTH ARE NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE, CONTRACTOR SHALL IMPLEMENT ADDI110NAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC �.\ -. ?p> -- - -- ------ -- - -- BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND 14 s\ `1,*%* \` `. * ,, \. ti` '`11 `I 1, \ \r 1. 1 ` ` N. ♦., 4' ti ' \ \ LIMITS OF DISTURBANCE • • •' • • "• a • • r• • a2IIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■■■■.■■■■■■■ ' Mm. -mia. ■■■■■■■■■■■■■■�■.■ a a • - • ■■■■■■■■■■■■■■■■■■ • • • • r• • ■■■.■■■.■■■■■■■■■■ ' ■■■■■■■■■■■■■■■■■■I mmE E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 507. MAINTENANCE AND CLEANING AREA EMPLOYEE PARKING AREA AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS &WHERE SEVERAL DIFFERENT TYPES OF BMP' QPTIONS ARE SHOWN, CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE (IP�i�FILTER SACK AT L TIMES AND WHEN NEEDED TO ALLO VEHICLES TO PASS R INLETS. USE THE 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTA11ON BOOMS FT FIBER FLOCCULENT TUBES AND/OR IP1 OR TRIANGULAR SILT FENCE BMP'S WHEN TEMPORARY FENCING IS IN PLACE AND R WHEN CONDITIONS DICTATE THERE USE. SHALL 8E MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATIONS IS PROHIBITED. RUNOFF FROM STOCKPILE AREA A SITE. NS SHALL DIRECTED TO B INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP S DO NOT ADEQUATELY REMOVE THE TOTAL ""'- -UNITS OF DISTURBANCE 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED 2) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO `` 1, 1, �''. ON THIS SITE MAP, AND IN THE STORM WATER POLLU710N PREVENTION REDUCE THE STORMWATER THAT IS SUSPENDED OM NGDS TO A ONTO THE SITE. THAT IS EQUAL TO PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 4 0 ` 1�1 '` \ :, -, ' � I``'. \�\' THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW '•.; . ' :�,I \ '� M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT 2 `. - o �p >; i` . , � ; ;1_ MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL \�, '; `��v ,% ., ` 'I, ._ �;r, GRASS/GRAIN N VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION _ ANNUAL GRA AI J, i '... I t ` .\ .-,� <;�� , FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. &SEDIMENT CONTROL, LLC, 512-970-3995. `' ` ` \\ % y �'� , ,� r N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE ``" `', \ N. ` '?� y �4' ' l ': • ' t, ?� ' PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO �., z' , x%=" THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX �•=;-: ! �\ �, VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WHERE THE 4'X6' BOX CULVERT AND THE 3-48s PIPE CONVERGE. THE t p r y�.`�`� I N THE R REFER TO GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE �, 1,; . y . .,, f1, `i, ACTIVITY OCCURRING I SE AREAS. RE R THE G D Q 7', STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS ;'t �', AND/OR LANDSCAPE PLAN. Q �. ' %�"•�� i AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS / f .. i `' : '', - LLC 512 970 399 \ - , ', y;.,.A O. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION &SEDIMENT CONTROL - - 5 - '' ;" %'"--`�' � '', `� y11. ` ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT SALLY®EARTHKEEPERSC.COM ,_,, `- -� I �� `' i' '����'' i -_ - \11 �` ,` y � v , OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER '� . r �;A=I 14 �> !, PU LIC ROAD. IF WASHING IS USED PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS. A B / ' \ < INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS �j. - \�` CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. Q \', ,\ y ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS 6'S11 OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER '• MATERIALS SPILLED, DROPPED WASHED OR TRACKED FROM VEHICLES P. ALL MATER L LED ' SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD y / ` -. `� '".` ;:� ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE �I ` " \ `, �`. SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE ` Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING CONTAINER. 4 " 2 SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS �� ` COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH L.N � ,\� L ,��, ,�� ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN o `' " THE STABILIZATION OF THE SITE. BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE `` I / �\�,`\ -"'� CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE h L - �. R. ON SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO 7f r �. FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST T 0 CAP TO VENTILATE. 0 PRODUCT TO APPLYING, L OSEN THE A VE TE. ALLOW THE l `.. . , MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE _� * i , r• gt : t I WATER WILL NEED TO BE AGITATED VERY ::,,.. ` DRIP INTO THE WATER. THE 1 ITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ` , ° --~ f/ ', ` REQUIREMENTS. S WELL DURING APPLICATION. __ `, IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE ;'-- '`,' S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, ,_, 0 GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW O o ! T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, TO A P Y WE RECOMMEND PLACING THREE SMALL HOLES ON THE CONTRACTOR HALL BE RESPONSIBLE FOR ADJUSTING THE EROSION P L E AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE NITS OF DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. ROGC B)] U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL Y` ' VM 2-.�X3'X3" BUTTRESS V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION RISER WE wlii SIGMItER INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO _�:: AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. ' t : Oo ; . ', 11f 1C1P OF tFE '`-. \ W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM `!.< ; I. o00 „ GJ°�o i•, :_.., _ i``` ` PRODUCTS AND/OR HAZARDOUS WASTES. SITE FEATURES IS 266.'JQ. THE BOTTOM OF I 2� 3 �5 • - 2 RISER PPE n Aid X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING MONITORING {.. ; _ I I :' MATCH •E70Sw 1mou i ;: / J II r � 1 ` EL FLOIMJNE. „.i REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. �. BOUNDARY LINE ,' ; ! \ . " °: ; �L ,_ Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH PROPOSED BUILDING FOOTPRINT ✓ :; F I �< EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY i ' I / � 0`1.�'/ _;_ _ OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. -X- -X- CONSTRUCTION FENCE ` /:.' . / OVERALL LIMITS OF DISTURBANCE _ ___ .._.._ _ __ .____ __�_ BEST MANAGEMENT PRACTICES SEQUENCE 4 I 1. 11l . ..•, •.• ., t,A�i ;. . w YI•I ® w i ® � w w � � :'w,w w w We w .•il- -°I .` i ? t _., !,',, ''r, , NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, GRADE BREAK 1• / %. I d I {11�' , •� ='* PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S �, 7 x",.� / I 1 ( ,:. f !r sn. 524 CONTOUR ELEVATIONS _ 'C _ h C1 / / / ,r / t.,f / w +sv a a''-•' ti AREA FUEL AND MATERIAL STORAGE CONTAINERS SOLID WASTE CONTAINERS ETC. s IMM / / \' •,. \ \t "� .\ t' 3 a a 1 _' 1 ,- 1 c f \ /, ' 'y u; EXISTING STORM DRAIN / ., . 1 / / / / v / / } /jf , ;r IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION _ _ _ _ _ _ PROPOSED STORM DRAIN 0 3da ' / / f 1 ` E-u `, `' /'// / + =n• _ /%' ,'1. AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION NOTE ALL t ,: .,, N! ,: ,, / - �y 7 i:s, .... .- ... _il, 0 t� �., .. � MAPS. �, CO , f .;L AREAS WHERE FILL IS IMPORTED FROM OR SOIL 1S EXPORTED TO ON THE SITE Oy Y' Y` _ ..__._,:,.a„.L \_ J ",c ..., .00/o DIRECTION OF OVERLAND FLOW W/ GRADE `iA// / -. ti •. PHASE i AS REFERENCED ON PHASE I E S CONTROL PLAN SITE MAP ES-1 „ ///� i" 1. INSTALL STABILIZED CONSTRUCTION EXITS AND SWPPP ENTRANCE SIGN. /, EXIT(S) _Inll�,> - _, -' � DIRECTION OVERLAND FLOW /1" LL I",. `, i `' __ 2. INSTALL SILT FENCES ON THE SITE CLEAR DISTURB ONLY THOSE AREAS ,° fir t( O ( / X' .� / i t i m SSARY TO INSTALL SILT FENCE). o ;,..,; _ !✓ L�. r 4 E No LIMITS OF DRAINAGE SUB BASIN / n ys,. 1 I, •` �/ // � / r" _ 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. �a�1 . •'- // ' / ^'':z { + �± <,i < 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF _...:.. / c / _ /"I ,� O Z", a � / �- / I; s t I S T I ki �ft_Y DISTURBANCE. LIMITS OF CONSTRUC110N SEE PHASE II - I � _/ ✓✓ "', t_:> � 1 ..`4.,.i^�;'',. 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) - .., _ - _ `' ,`iv.,. / / / Ili 4- I ,_ j .%� ,/' / r-__s i N T O,N �` ., Z,,. AND BAFFLE FENCE WITH APPROPRIATE OUTFALL STRUCTURES (CLEAR/STRIP ONLY AN FOR <: -.,., { ji / ELAN ACTIVITIES TO OCCUR / /. �. %/ i THOSE AREAS NECESSARY TO INSTALL GABION RISER AND TRAPS . %�i� �/1 /� I - / , / ;:,. ) EACH PHASE LOCATION AREA): �,�IIII&" �/ N. ' % �5 /j1 I ONE STORY // //✓//f l m ! \, �� j I ! ,CONCRETE BUILDING /. /�I / �j . , � I f \\ \ a. ��w11 % /�'1/1 F.F.E.-274.60'MITS OF ; ea e� /, J/� /j ,''1 1a j" ,� / I fX�•, 1`'`Y . ,ciJ�_`._ 'z8� `"re ;ra "' ' �/ 0 I-5y 1. x EXISTING , .. I I 1 1 �270 �,vr DISTURBANCE L l��IART RB 11 1_,/ 11 ♦ r I�' _ '� YYA - ANCE ,'� //'.. I ( r" 111 \ - V, •0 I �• r /%j�� N Y v n /� �t t �/ �� o� �N I �� ,,� S 60��'I' I / i PHASE II AS REFERENCED ON PHASE II E/S CONTROL PLAN /SITE MAP ES-2 THRU E-8 (� EROSION DETAILS �;! K 0���� 182 I /��I i' PHASE I THROUGH WII LOCATIONS SHOWN ON PHASE II E/S CONTROL w ` ��' GC�C'�� '2 I /%. r T v t PLAN /SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLAl10N OF ROCK PIPE OUTLET PROTECTION �:. 4 �1� G F I //�I`jjjj :.` LIMITS f CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO SEE DETAIL E/S DETAIL SHEET ' �� O� /% I r �- " =n -- '-- - PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. It8 � I '}`. , DISTURBANCE � TEMPORARY STONE CONSTRUCTION EXIT / 01 Y. ��� I ��/ ll \ TR R CLOD SHOWNN CE SEE DETAIL E/S DETAIL SHEET \ 9 ,, , ON INSTALL SILT FENCE I , THE SITE MAP FOR OF AND THETSTABILIZI 0 I ///� k / / OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT /r A �% �? % t+f i d\. LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE �SF� .< �� I /Z' I 1 14-1 L�y s FOLLOWING: SEE DETAIL E/S DETAIL SHEET .:- , I _ r. I �! t, `\ , 5a c> i` ,' s , �T.S.F.� TRIANGULAR SILT FENCE `� i� A °' `l 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. SEE DETAIL E/S DETAIL SHEET f-: a vi t - ,.S I /�/ 1, ;IT . , �L,A•a;c• Cj � ,5; �..'' _ ' .. <' , i , F, .� �o �y , f I 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR INSTALL BAFFLE FENCE ,..,> . I \ �BF� r. ,., s 4 ft. 1� 9`��, " v `� , t PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. SEE DETAIL E/S DETAIL SHEET -,., `i p 'i s !.« ' ' " '` ,� 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN �� \- `r \ �� :. �)., G r \\ p s : ,- ,4._ _ ~�„ ' �� ��.. �. -�} . ., rRADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN - _ S$ SWPPP INFORMATION SIGN \," "T " " /�/�"'7 , 1 i - • - y y ' ' ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE Yk-. e _ o'o ! '` " '" 1 ,, k:. - � y''t { -_- IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS, THESE r} w, ;;x' ~' ??// L�MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF MI1S OF DISTURBANCE �/��6 I.'(2� CONC. RAMP' r �o INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER :,. a ////; I• % 1 i I , I y�;` -EGAD DOCKS - 1J+� QD ' I T 0 a 1 O. o is .�a� . ,': n,:. :;,., I , I y jE i v \ zz ) . .�i f' ', i ` 6 .` I 1, r. 1 1 / c t. .C'- 4' X ��\ Q S I /i, �7 / f -__- ., \ �✓ �6a /,�� / . . �� I .- ,. ,.___ , � 'gyp , `t f _ 1.55q ��- -� , / „C�' :4 �i / ! _ f ,,. r/, - r I, _�,' , ,,,� , ! :. �/�p \,r:�a:r„•tde •.r'er .w w w �w,w w w w w w w'� w`emft .. 'L°- .._ -._... \ 'L:° i , .l- I ° il_ I IL . , I , , " .I \ .: o ""'I" - 11-1 _,.,, I., 1. . 11 I 1. __�, . I I-. - .�, J ,,___ �` 11 ':i ._-_ �. \1 1 11 j of r .O f f � •.:, �z :,. 0 MIY'S , F DISTURBANCE K , S1. ,�" 1 i. GG 7 O J f Z i' \ ❑ r r f- J S / °� „ __ s i f f '6' / S�c. 1,:s / WW T,,f \ S ` ' I 0 1�'ti i +' " ,� • \'�'0 N\ ` / ;.N `� f cut. 4 �. �'1�1GE ° . 5 O t \ 1� '-tie,, �` ` `,/ ! e.4,-\ �,► BO� o J y '�',.�1 \ `.`., '.\ v 11,tTf !E' 4 r :>, v � j �I , ar / 1 t O \11 Jl 1 is e IZ. `` s. W S OF DISTURBANCE , 111, • 14 ® N O ' l / , ('' ' .. U f " i l t`S± ° %,l j I \\ ,: r i i _1 I �� 0:50% I MITS DISTURBAN v ,11 U i 1,: /� rn 'mac I CONTROL DETAILS SHOWN ON THIS EET ` '� 4 I. a '` o ARE WAL-MART STANDARD DIET S. ' ' I' ` r ti ,r `' k ;ti t `: t. , x . +„ y �t o r.�o1. ,: � \N i i i < r '� tN 19 LOT 4R NOTE: SEE SHEETS D1-D3 FOR EROSION AND SEDIMENTATION CONTROL DETAILS ER0 LIGHTED BARRICADES. THESE ADDITIONAL MEASURES WHEN INSTALLED Z�'.. ! f zTHAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE '0 _J TALL A A CONDITION OR AREAS SHALL ONLY BE INSTALLED WHEN WEATHER 0 _t ) 3 4 T ` 4 EVENT IS PREDICTED OR IMMANENT. i i ti ti 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. '1. 05 BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS °` .- I ---AS NECESSARY FOR THAT PHASE OF WORK. % rr " 6. BEGIN DEMOU11ON OF PAVEMENT SECTIONS AND STRUCTURES AS �' ;. QREQUIRED. ',' ` �7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND ,, INSTALLATIONS. t .. .. 8. BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLA11ON P " ;\ - _ PROGRESSES. L, _ +?' 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY DEMOLITION. 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL r� PAVEMENT SECTIONS. f ° 11, BEGIN INSTALLATION OF ON SITE DETENTION POND, 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 13.INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. It 1 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH %- 41, INLET STRUCTURE IS INSTALLED. �� 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT ti �`� TO FINAL GRADE. 16. PREPARE SITE FOR PAVING. 1 ` • ** 17. PAVE SITE. / 18.INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS y L� WORK PROGRESSES. 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLATION OF PERMANENT _K I" \II STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. ,•" '' ,, 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT y �'`°� THE SITE HAS BEEN FULLY STABILIZED THEN: a ` A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL y t�S � DEVICES, ;tt -�, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND ,/ C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE GEC NOT SITE ,' % INSPECTION AND REPORT. �' . 'C�� 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION / ^' ` REPORT, MARKED "READ TO TERMINATE PERMIT", IS SIGNED BY THE r' CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL. ,/ T•` ¢ ll f NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. N r (� 1� /� u p I ,.Iu O ti P BENCHMARK NOTE: :� ^PHASE 2 (Ill LOC ,� `� tc \ K m TBM #1 - RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER 1^\ \.. 11 " ; 1" 7 "1 LIMITS -"'� I kl OF CHURCH S CHICKEN, IN THE WALMAR7 PARKING LOT. �• a �) DISTURBANCE , m ELEV.= 278.07' 1 ` .`/r `( \ `� ' l �0. r � r ' `- -0 TBM #2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST'~ �r ' q d ! !G ENTRANCE TO WALMART/SONIC OFF TEXAS HIGHWAY. 01 0 ELEV.= 273.90' M N a'• I m TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE o - EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING BAYS. a b ELEV.= 278.91' -- N TBM #4 -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER , � I OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. (o51, t;; ELEV.= 281.52' 0- \ TBM #5 -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE m M 8 SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON'S PARKING LOT. '.; m ° -2 ELEV.= 281.74' r - 3 a a \ DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: SEE DETAIL E/S DETAIL SHEET 08 FILTER SACKS IP3 SEE DETAIL E/S DETAIL SHEET 0 S FILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET 0 IPS GRAVEL CURB INLET SEDIMENT FILTER SEE DETAILE/S DETAIL SHEET FIBER FLOCCULENT TUBE SEE DETAIL E S DETAIL SHEET e /OREVIEWED OPERMANENT EROSION CONTROL BLA KET r'a BLS SEE DETAIL E/S DETAIL SHEETTEMPORARY SB SB SEE DETAIL E/S DETAIL SHEET I MENT BASIN , JUL 0 7 Z009 .. TREE PROTECTION FENCE ®SEE/S DETAIL 41IV60 N PO GI RIP-RAP PAD SEE SIZE ON GRADING PLAN RR AND/OR E/S CONTROL DETAILS IN ROCK CHECK DAMN ® CD SEE DETAIL E/S DETAIL SHEET 0 EROSION NOTES PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) &--@ TP S TPS TEMPORARY PARKING AND STORAGE ,F,%;-1 6% 1 Lei - ft.:4 1 CONTROL PLAN / SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. lal V 0 C N a� M N Co GG (31N k 2 M Iod `z Zo Z '_ " o 0 V � N o •- •� • oL F-en t, CO tA rU) i� %n I N v � N ��.. tA LLJ , .. 1 `� � � Z G � _C - oG V to °' I u_ c- I n o�N 0 N 4 I- C N Q P� rF_-_11 'r L� q- ++ I .V, or • •� ot F. JOE GRASSO F.732B5 i ' j F • � -! 1, C � IIIIIIIIIIIIIIIIIII (o Fz CA N I` ;� WLa 5 p .J i _J UO U '^ O Vl 0 • Um � 12 W w tJzwW �0 �a0 Co CoF__ II WtE 0 W W . J i 1 .J J T J O <=C� Qo V N ImBP� CHEOM JIG DATE ovooloo SCALE A8 BHOMIN JOB Nm ooHm SHED =3 6 OF 73 SEMIS 1 1 2 1 3 m �� � . 4 1 5 1 6 1 7 1 8 1 9 1 lo I 11 ul Ic 101 - D 19 19 G 2 SITE SITE LOCATION MAP USGS QUADRANGLE MAP Al Va lov. -0'!�,- , 4� s , N t�9-1�1 lo�l�"? �e) 11 , ?j4b �js) * OFF -SITE RUN-ON ACREAGE SUMMARY OFF -SITE DRAINAGE AREA ACRES COVER** SLOPE SLOPE TYPE 3 - MILE TO AREA 1 18. 0 3.OX $.Ox :REEK TRIBUTARY *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVEDI. ROCKED. ETC. ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA . 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (musT mI NOI) 26 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 i � j � I - _) 'L N-i 5,_�;_o,,�4.31 .� �� 11 1. 1�- - `,_4 0 ," I " ,6 1 * ,q �� .1 * . " E I I 8. -76' 1-1 I _;5& I � , ,__., __ __ . 11 lli,:�:, ....... I ..... .. 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I < l.l�,.,.,.,.v:.,.* ,;&`--: -:.:.:. ..... . ff�.-Y-.,..:�.,rz.....,:r........M......- UM17S OF DISTURBAN e ", .:.+,*:: + 4-7*i-.+.:::],i,! I . I . .... :,�.*.% ! ..,:::::", 1 I ", * " �: , 11 ... :.. .'.*:: +::::+:.:.:.:. __- T::::!: :-:.?.!�+, '%* ... IN 6', .) . . . . " .... ..... _. I'- - , j.1.1.1.%%l.%l.l.'. , ,,� 1:1:.:.*.+ ,:.:.:., .,.:.:.* . * :::: *,:::::+-::..:,I: , , 'J", . . *..,..:.+ .., - . - . - .- 3 - ..-+.,..* -* .... .... .. , I . .: .. .+. l+-.0.k .. .. - J OII . .,. .mq. + , , .'.*. ...'...-C U. p ,, ,_1 `� '... .. . ..... ...... I .......... � .............. . .. . .. " � V.l.v.l:.%l.%'. * * , " ' , ; " "' ** - _-1�_1`-,-` _,�'7 : I I , 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 ��� - - I � ��� GENERAL EROSION AND SEDIMENT CONTROL NOTES BMP MAINTENANCE EROSION NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN I OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAMEs DISPOSAL SITE NAM BORROW SITE ADDRESSs DISPOSAL SITE ADDRESSi DISPOSAL SITE PERMIT HIOLDERi BORROW SITE PERMIT N0j DISPOSAL SITE PERMIT NOj . BORROW SITE PERMITTING AGENCYo DISPOSAL SITE PERMITTING AGENCYs I A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS , AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING (-SITE MAP-), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 (-SWPPP-), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHAH BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED. C. CONTRACTOR SHAH IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. THE SWPPP ADDITIONAL BEST MANAGEMENT PRAC110ES SHALL BE IMPLEMENTED 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. . AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3) CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT- IF ONE OR BOTH ME NOT REQUIRED MEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP-S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDIT10NAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC \ BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE a . : . � . ......... � ...... .. 1. ,,, .::.+..:. ..::::::+:::::::: +:::::::::4;.- - . . +,.: 0 .%* "? �-, 4�-�:-:-.�,s--,*,*� ,,,, , - - - . - N . 4 ......... b " '.... , .n - , 5� ..:.:.+.:.:.%+,. . .. '..' ....-.-..+ .-.-, .....:. , " - , I - .. .... :.*.+:.:.,.,.+ .+... .:: .... .. :: . t � . I , `9l;+::::lj'. .. L--.-&:-:,: 1. I :.,.,:.,.,.% ��,,� .,.,.,.,.,_ ........ � , * , , . . :::, . le. I "-"' N, � . .. :+:-:-:-:-:...-:-:-:-:- *-:.:-:.:. v 4- . . :. :: - ':,il 91, i - 'I I � ." .11. I - .. ..... ..... .... - .. .. . - . .... . <� ..... . , ��., - I .......... 4, , 1�"- , , " * ... -z" . � -+-..::.-. , + 41 ig , � I .... .... .... ,.*., I . � - , I :.l* -, V.%%'.'.'.l.%.. � ..,.7.%%'.' , ) . . P. . ... . . . . . . . ?%..... I I %'� ......... � �+ + + _...........................A .*..::, * , . , . . 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"'A" 11 awl bomT I OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER ,�)� I P. ALL MATERIALS SPILLED, DROPPED, WASHED. OR TRACKED FROM VEHICLES - - " I \WTAUIN N 11% I—, I I \ ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SHOULD TREAT 2.5 MILUON GALLONS. THE SOIL FIX PRODUCT SHOULD - . �y _��ij,. ." is � , � i `6* �.'l I Aft Wm , 1. BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE ..:�.�,� I , 1�1 , SUNLIG T. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE � I - , .,�, ',;,, ", - �, � N 1 ,�91)114 CE. *\ ,\\ , 0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING : , CONTAINER. � 1, '" . -, � r's S. I ,.- � � CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS - (1--l-41I , -, �, I i SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE --?70i 11 , - 1�34_1 , , ,,, , \ , 1__�l COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION NTH ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN � I -, "o ` \. THE STABILIZATION OF THE SITE. ,�� i \ - , , , " . ,�\ " ... iT,\ e�`lz, ....%,. , / � \1 \ ,xx�,,� '\� ONE SMALL HOLE ON THE TOP PART OF THE � Al . \ � \ W"�l CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE '. ,� 1. I --, . ,:�_, :::::::::::::::::::::- " ,- �e&,' R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO __ .�,___�i I., ,,, APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO ,��\\ -,,� FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST 11 __ 1 * '! I . I,'--,-/ .:::::::::::::::- MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY �:_ )i \'\\ , I,, % �, NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT I - mm nu Wl TO .00 WELL DURING APPLICATION. i�l . ... I REQUIREMENTS. � L �/ 11. : :::::::: ;, i I . ,_ : 17.�F _/ IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE 1, I S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, - � il '. .... C�) - , " ':- " I � ,�,; ..,..%, : 1. - GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. DED DIRECTLY TO THE POND AS SHOW I 1: "? � , 1, "".. �_':`� m . � . ''I - BELOW. - � I 4 ..., I , I . �_ ,� , I I. , I ±0.20 MILE TO T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, I ... I . � I 1- I I BEE CREEK TRIBUTARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE I I , i, I � I ,I I , I I I � 1�1 , ., AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE 11 I 1 I . . , :. � _... AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE ,. - '. ITS -,OF DISTURBANCE - 11--l-, .1 _ - . .1, � CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. .1 I ,,,, � _ " U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. , .. � I GABION ROCK BERM ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL � I V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION . win 2-313W BUTWESS INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO Fill %:- "I PH vm Sam AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. Z�C,p- �L SlMXIM TW OF RM I �, �,,, W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM 11 N N7.00 & 1W 1W (F IM ,. i , - / "I'll, - IP3 FT IM - .1 "r PRO OUS WASTES. SITE FEATURES 16 ' , ...... . 'I ... + J . . . + + . . . . 4 + 1� � "_ '.'.l.l.%l.' 'I SM If 8017011 OF -, ,� . .. 1 ,+�\-4 _�_4 1 E�� t, 11_____--1 . . - 17 -, - -, � ,, 0 ,� :::::::%�,; �- . \ `%`��Nf:--,., �_ -.��7 - -, " -,- *% ER PK IS *2U77 AM X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPUNG/MONITORING ", ,, , + + � . . . . . . ! . . . . . . . . ____ -, " " - ,_ " I �.,. ;p-t L V.11lnl..........�.... � - - - ll� ........ .. ::. . REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. BOUNDARY LINE ...... :::::_*%,:-: :-:.::,: %J1 MAIM MW INME �,�_ + + .*.*.'.* + y - =__ - " 5-,-z-_--l_l.l* 1�1,=_? --l-11 *** ,� I-, ,<�-) / -A�x " , + + . . . . j, + + + .r \ .r .r 11 -1 -, -- - , PROPOSED BUILDI ,- I to I ?", , + ��i) , \/ t "I 1 41-... ,'�� ,__�= 1 , , - I - iANNEL RDWLIE . Y. CONTRACTOR M LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE NTH NG FOOTPRINT I , 1, �,"_"."'I"'I.-," I � �,',_ - 1- I,,-. I-,.. , sl7l ". I—- _,_- � �� + + . . . + + - r __ '1--1 , - ��X , , -:, I 11 _ EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY -X- -X- CONSTRUCTION FENCE , '. .. ,.:::: �+ 4 - - " �l & . :L .. OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. I - , + + - + ,.-,-�-1&4-,`��., ,-,------,--" -, - �� 1 +1 + + . . . . I � + � + , ,,7L� " 11 I .1 , I -_ ___t'l_y ft-En-9 I - � ,� + + � . . . . . . �+-, + + �t + .+ + + .'.' I " i � , - � , . ,I* OVERALL LIMITS OF DISTURBANCE , . . __,�V.7;;(__'�A��__ ll..._��rl .14� IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII IIIIIIIIIII ,:). . , . p - , I � , + . "r -r -r + + + + + -r -K�,:!+7!t+' + + ,�NC It'. . , I BEST MANAGEMENT PRACTICES SEQUENCE %,"...- _L W - , � W GRADE BREAK + :� - , M 14 "� W,41 � I I -1 %* NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, - . , - - "I ", �:' `,4 _4 , Jt b& - __ - + + + + + + *R_ ,*+ + , 44* *LL �� � + ..- 1 �1� + �+ __, - _%,_lw� � � + " .... � ... �,.� "4, ... �L�', -1 �'l + + "qk ��-qv-,7_ -,w�.-'r ,- - I , ) , _1 PARKING, LAY DOWN, PORTA-POTTY. WHEEL WASH, CONCRETE WASHOUT, MASON'S CONTOUR ELEVATIONS u __ - -+__+ * _ I— , L - .. � � ., r - 1. I *** #0 ___(�D_ .:.. + + , � . . . . . * + k + I . . . . "t �_"� . + '� 4.1�. ,', $ ". - !:7� r I _,l � AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., - - I . . . 8 . . . . I . + + + + q ��a - - .,In,- -1 - 1 ZM4::�E z EXISTING STORM DRAIN = c I k. #4* MMER IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION � _,f . . . (_ - - e� \ . -_ -_ -_ -_ _- - PROPOSED STORM DRAIN + + +k + + + + , + Ir -r 1 -r 4k�,�::,-f)+ -.--�1,4�-,-yi,*-T + + + + I x= - ';`� I,- . AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL 'i_ +r__,l'l+..'.�Y . . . . 1. li - + + + + +1 ," _� I � ��L.i N7 it .... 4. + � . . . . . � I III , A I 1`� � _,',,.,��_ I AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED M ON THE SITE MAPS. 1.0070 DIRECTION OF OVERLAND FLOW W/ GRADE I + + + .�+ + 4, .. . . . . r 11 � , L_ 6il- - � - - - - - - - . I I I 1'�` . I E/S CONTROL PLAN / SITE MAP ES-1 lllo� � "I", I i " ,_ Mtl.l PHASE I AS REFERENCED ON PHASE `x ��_,_'1111' -,�"_� V Em I ml Imp " Em m m I + + I F . . I � � �l I \ 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. + + + .,�+ + , + + + \+ . . . I I- �! I � 1, a / A i I 11 NO- DIRECTION OVERLAND FLOW " , 1, e . FD f, 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS , ""' � + \ I - "' - ��' - , W. . + ,*\ . . . \ - .L+ + + IfJ�_- 1�_5 I I - - I - 1 �_ ,!,�� 1. NECESSARY M INSTALL SILT FENCE). 10`91 114, 1111, LIMI hkoi- i [ - .", ll�__ J , I �1\ IS OF DRAINAGE SUB BASlN + + + �:j �_'.�"� . . .... . . . . . . . r. . I r I/ I �',,� � i , "" " , -, . . I I 11 I . _�.), , ��,� "' - ` / . I " I 1\ ,Nk ,*, ._ , - \ 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. _ , + �,,�, t , " I 1� - I It 1, 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF g ll,�, � N - + + t" + \+ .: , L 1 \ > " - , ", \ . . . .:.� , + + , + I � - ", !, - I . . - 2.�, * . � 11 � -....'IT , .�� �_l . ' . I -& . . .... . . . \ + *:::::::3.+ + + +, + + + + +:L +,_ �l .�-,,- t t .:.I I'll " -, 011 - , DISTURBANCE. UMITS OF CONSTRUC71ON (SE-- PHASE IL I , ... ' .. __ -.",,'+ L, ", I Fl.; I T , I %'. . . . . . * ,*, . . �,., , ;Z fl^KI0T0II,l*r IMI'nr'r CT011f"I'11017 OKI CCr%IkJI7KIT MACIM fervic-nme, mr,rirkimmi Df%Klr%\ + + + � t -, . I .. 'N 7.1..l - 1 ; i� + - ... + ,\+ ,+' r �p �1_1 I ".%;L , ,+ - , . I t 11 .� + + + + + +_ + + �111` , + + + + + ... + �: ., - it \ + + -r' ... I I_'? �,_ � + .: �11 1". + " �_ '�il_, - . + + +_�L,�_�__"'+'' "C.p ,S�_X__ - �� , � I - I I , __�, .�., , I �"�l � + + \+ + + + :\It\ � ,+_,_ , , �� X'� ', All I / I I . . + _ ./ 1' 1 I,,, i ,,�� + .; , 11'1�111T, 11. " i . + + � � 1� I �I � � , " - " '��O,? . 1;1 " �,;:,:�OOOO , 111111�1111` - , - , A_ I r' , ..' I �,_ '' kE&pyl I 0 1 \ �-_--_ + + \ . . . . . \ + + + Ri _-- �,_t:,�_l I � ;1' , - I �/� :.. L � 101 Re Ir "r Ir i W ! -",��t ,�.�% + � 1. , clv-%% 1� 11__ al ar '% 12 I L - a CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT CONDITIONS DEMAND. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 507. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATON SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". I 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WH BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BMP*5,-QP-nONS ARE SHOWN, SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE (iP_� FILTER SACK AT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. ,4L TIMES AND WHEN NEEDED TO A 0 VEHICLES TO PASS MER INLETS. USE THE LL (FT)FIBER FLOCCULENT TUBES AND/OR IP OR TRIANGULAR SILT FENCE BMP'S WHEN I SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TEMPORARY FENCING IS IN PLACE AND R WHEN CONDITIONS DICTATE THERE USE. SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND �F WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED BARRICADES FOR PROTECTION. CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY COVERED NTH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UN11L SOIL IS REMOVED FROM J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND TIONS IS PROHIBITED. OPERA SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE AC71VITIES AS PROJECT PROGR . SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED 2) DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO L. ALL STORM WATER POH UTION PREVENTION MEASURES PRESENTED � 1\ ��\ ", REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO �', \,\'\ . . , `,", IN, '\ '.. \ . ,\\, ON THIS SITE MAP. AND IN THE STORM WATER POLLUTION PREVENTION STORMWATER THAT IS COMING ONTO THE SITE. , , � � � _,\-�� , . I -,\ '- -"--,--,,, PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. I �, , 1 � . �11111I I � ., ,� 1, \ I \ '\ ; \ �111 , \ -��,,_ ", -� -, �l ,� ,� �_,_ \'� THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW , N, ., � ". , 1, , ltp�,\ , IN - " \ , It _ M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT - I I \,- I " \-\, , -1 � MUST BE STABILIZED TEMPORARILY NTH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL , N \,�_ , '. \ 1'\ ' " N_ �11 ��I'l .. - I &D "'---,,\ �" ' \ , _�, ` � - I I— I 1- 1 , . : I ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION __ __ � - I I \ , 4", j _\ I _�- -.--,.-,, \ . . 7)- \ - � FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. , N. I I 1 --, '\ >_\ " 'i, , 0�1 \ 1'\ Ive 1\ , ��ill 1 \ , , � , p , , � V7�� , �� � I '. ��, - , , ,� N. DISTURBED PORTIONS OF THE SITE MERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE 1� � , , - .1 � , , ,� , ( i , 1 \ rA, . ,l I � � � ... , �_ PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON ED TO THE STORMWATER PRIOR TO I .\ \� � 1, , ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX i 1� , 11 - ��\ , � I ". + THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR �,_. ( 11. ,� ................. �k4, - " I \ \ I ,"!a 1��_ 1,;� I , , 1� . . �-*z�--,, � - ::::::: . � � ", -,--,--.-,- - ` I 1�, . : *1 . � , 7-� '��'�,%1.1.1.1.%%%. _� %'. .. z � A - \ -1 I _ 1 \ . VEGETATED NO L TE A 1 LA C WHERE THE 4'X6* BOX CULVERT AN THE 3-485 PIPE CONVERGE. THE I p 7 �_7 - I I \ ". - ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE 4 __ �vx+,-:: .+:-, -%+,-., ....... :+:-.-.-.-.-F.-.-.......T.��-.-.- '_,�j 4;�� , ,.�fl�l , - � ,� 16�, , IA - , ',�P'l ... . ... �..+111_1.1 -%'! --:,:.:.:+:-:-:-:-+:.:.:.:..+.I.:--+- , �� * I I .. ...."I ,,, ! 11 I 'I � 11 "I STORM EVENT. ADDITIONAL INFORMATION AND APPUCA11ON QUESTIONS , I - +�;' , � I , ,.� ::::::*t� � � , T" q,q p L-, \ � .. ,., I? ".. - . ... , ) I 1� - ,4p- � , , 1'� , - , , 11, - '11 IK- .:.:-:.+: .... . 1p <0 � , 11 t,, , � I +: ' . . t 1 : I I It .4, \ X AND/OR LANDSCAPE PLAN. .�� , ;-:-:-:-:-. . . �, _, I I ....,.%%,.,., , I 11 \ , '. � �4,�,, *....,4 *:-:-�`4-��,'�+` �7--.�:*-.%�. , � , �"_.,-`, %%1.1.1.1.1.1.%, _�I'r�:-%.:*:%%. � ,� _1 �-a�, , 1, . r I- AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS ll� VV I- , III i ......... V,�,.....,.. .,.*.. \ .... .. -;+.*.-k`-' -'-..,: "' .. a �_� ,--�T __ ___ I ........ I I—, �%_ 1_� 1, 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT CONTROL, LLC 512-970-3995, / I �l ::::*::,..'-..w'. . ... �7:7,,�`-,! ,�. - v.,.,.%%%*:.%* ,;:.:"; Z \ . , 10 ,+- ........... , I--- \ ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT , , - 1 "��, ,- i - .. .. + !;.��'-.. 1%, 1�1,� � 11 f:-:-:-:-:��.... ;� - -,, ,;:",.-, SALLYOEARTHKEEPERSC.0 �M .,.* .,.,., .,.,.,. , . , . -, _,_ %�:�: .*::.*.4 � � I-, ` , " I ;� 'VIU - -.:.:-:;.,,+ :-�,,.,--*.---,, : . ::.l.%%l:.l. ";, , TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER � � I . * .", 04 I -I- - . .......... : ,O % � .... 11 � OR MUD, THEN THE �, . . 4. * \s " - , + I �,� � + ! . *:.l.%v.l.l::: , I ,,,,-:-:.:.:-:::::::::,; j ' 111V- - - ..-* �l \ , -1-�_7;��lffr&-tr _W I 11 THE APPLICATION RATE SHALL BE AS FOLLOWS: . .. i�.' ,zing�. j I - " ,,�,,:l ,� � . * . .... .... � %__ �l , � isSik / ,c �\,_ 7 -- - .4, 1 �,�,, - ........ I . -y I � A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO f-'��"v - ........... , 4_7 \ I , INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS .'............. - - - 4��- - -, "' , "-..,! , I I--,. I 11 11 , ll��l 1% .... � , - + I ... - , .- ......... *' , - \ ', ,,�-.�.,+",:,.,:"�:""-��,,.,���:.",."��-�-."�,+'..,+�:�,'�, � - - , +1 +-:-:-,-+:.:-: ... .. . . . ........... "' I I - � - _', �� _ ''. _�,".I.-.1 - - - :::::::: � _ . - ll� I K". I - , -�S��0�5 , X .... .. It .4. ,��,, z,,Z,,xz�,,-'ai-�.: .- - ...........%.... � �10:�:!::_,..��:-� � / �_. I I ** \ ,. Itt-IN btAWA D= " TIONS AS PROVIDED. I �\ / 'I, � +::::::::+:::::::: 7P __ � �l , _pRoKa j=TL UK CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCA � _ /I " p 1, �," I \ - v- -'+:-:-:.:-+:.:-:-:.+,, 1 + I'.'.'.'.'.'.V- - - ,I �; ,/ I ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS (1) , ,-, \-'.l-'.l-'-' , l.,:.,. p, - 1 Z' "' ,�11' A;i�4t-:.-r \ / 7l'.'.'.'.%%'. t ._-K 1, - "'; \ I- -1 - _ \ __� .1. . -, '.'.'.%,::.,.*. - , ,. " I . . . **** �.'.--�:�.'+���'.,--�":",.,,-,.-�.�'.1'.�'..'-,-�*.�r�,.",,,�,.,r,-�,,��-�.����.'.�-". / ._._.., / � i�l . I 7:71 I lll*-l% _.___ - "" , '. , - � I . I- . .1 .... , ? _- - __ "t- ,,",,r --- - .... :.....,\... ,,-,,�*.�..��:�,�����7.,,-��.:.,!::.", mm , , I I - - / I . ; lll�� 11 t� IVII& . 11 I /�_t �1.1, .. . J_ , � ........... I , "" , - � 00 - 1+1 I ��111' �_ N ,'* _ + ;; ... I ,,� "I , -T, \ ;v .0, + _._._._._._._,_... I �'; � � - I ::.V, .1.1 / 11 - � _( � .\ isat 1. ,7.%%'.'.'.%,:: I IPTE � ,� v .......... . 1� ', \ / , - - " " ,� / I/ F E6NG PAVEMENT AREA IS USED �-nv , . t., , .... ........... I :.,.%,.,.,.%*:.'.: POR TEMPORARY STOCKPILING OF c,15 bb �",i� -1 / ll�_ I + �' + - + %�. - �4 . .,.,.,.,. � ,,...-.-.-.-.-..-,w � I 1j. :.,.%%'.'.'.'.V. � ,� � i MCCAVATED, SOIL, THE AREA SHALL BE ___ � .......... , ; "I , �� '.'.'.'.'.'.%'.V.' ; " 1. �VJRROUNDED VATH TRIANGULAR SILT + �_ � 90--1 �J,�'g . I'llamm ':1k. 3 . , , � 1��"_ , _Wl-)_.,' - "', Qo,)(, � � 'f ,� , __ I - �MCE ALONG WITH THE ADD17IONAL �,�,,_,� 1, - - ",__ :.,� 1�._._.. i ( , ) , e,�, ",,�',� ..: 'I " \ ,- _t_ 1: �,�_,,%,r� '. �, �_ , _ . "; - - i 1, �MEASURES AS SHOV , 2 . "P0,:il, + , �7� 11. . M AT ALL INLETS. , "I 1. , -------- - I --- , --- -, x .... / ,� I i � 11 I__�' X�qoy ? I I- � \ I ��r�? ... �. � I 11 11 - 10, - 1I., -V - , I— � �� __.;"4, ; I,---- ; I i , / I - '. � >�" �'l �. I " - I :_ � . _:� _��, , ...... I \ / \ ................ --- \. "I , ......... . -, /� �,,` '-- `jQ27'- --- :::*.: . I *,:, -, �� \ I .%'.' - N i i .......... � I I , . - �-;' - .& . �Z_V , , 1 '4 , VuDj ......... t: " """"" , 1-1. .,.,.*. ') � I "I ; ........ : .,.,.%%,.%%,. .... "' + + - '_ M. , < ��, .. /' 1, " I ". I N 1__� I , ` , + . . .% ", _� + t,� " + + %'-.',%..-.,. i �l 1. -I I 1� III, ". z I : + + I,+ + + + . .�'.......... �,.�.%...............,: � ...... I j-�1' .. \ / ............. � ........ /' 1 \ 1%7.*:.,� � . % i ," �___ + +11 . . . :w.--. ...... � . I ,I, 11\ + + + '4� + I . . . . 1 0 )� -�, � %1.1.1.1 � / , � , u t"N ... i ..� D�= =� = =_�= =_= == a-= =�,= � I =-= . � � ..... , ',_., ��;� / " ..... I j *ili: , " MrTS OF I " .... a . ?.--- - � I" . � . . . . .. r � ;....,.V. 11 ':,� . ... .. �r',', .'.'.'.'.V: " �� . . " � � ,�_ DISIURBANCE � . + � , 1.1:."., � - -,--,,, ,I ll_�. I . . . . . I . /_ " ..... , i - ...... I !�- -Z-M ,_ 1. .. I ...... ;� �111�1,11"lz��.'l 1.7.l.l.%l. -�;_, - , , . X", . I.,:.%,." i. �"4, V . ....... �, - � , I � , ,::*: '� � I . 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I . , . , xill VY, � . �"i �4)'�ll f - 1, - % - \:----,�,�-�,-�-t, ---,-,-,---, �--- �, r ., \ - "i �)�,, �. ... - �_ ...i.."I I .,.,.,: _e X 1111111"" .:.:.:.:.: I d IIIm-- I '. .. - i � , X. -- - . I � - "I, _j _��_�,." I - qm .-,.--- F, .1 .... ,'I* ..... %, , .:.:. // 11 �l , .. r I 0000 // MITS OF ( ,r / / , / - � llll:�___ . - / , (�/ I--- 11-1 - . . , 1-11, - - , , /�"/,,�� -/ I 1,;�� - DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72716 3-4000 479-27 SI L CONTRACTOR: I SUPERINTENDENT: 6. INSTALL TREE PROTECTION AS SHOWN ON E/S PLAN - SHEET ES1. la__2_1 I II - 31_1� I V-1 I- � -1 41��_, ii;-:�:x,,�,-?L-,-jN-141;-[J��-:i ! - ,_:,� - � �_l - ,-t.- - ci-� - I - - [�, -1 �' A , � I , &� it .1 I I,— I I P jam I m � lli;,1414,1111121',",�'T, 3, x-!"3L!A"l -� 1: 1: '11 AL - ll�ovlo_: 0 ��l ��_tvs_�;_--k I __ILU!Lto_:��:ii�, AIL EMPI NMW ON IM 1IMP COVIIIII FON WJST K AI 10 TW FIRST DALY FOCRIll Ja A DUKOW Oft DEWWO AND FMMVED 1111111111M 24 H=tL WS CAN NOT BE CERNM F MY EXCEPIM 0211 lEll QVAIR IMAN 24-40M TO FAMW- " REPQTM tOW T& SNW MNOAEMW DA&Y IIIIIIIIIII; Tm MW STNff IM DAY OF OR MMAIMY AFM BW CERWM7M � I "': �Lll - el, - I t� I TE MAP ES-2 THRU E-8 "I � PH � t IL - , ASE 11 AS REFERENCED ON PHASE 11 E/S CONTROL PLAN / SI - � , . - ;�', . , � . , " _ I - - � 11 � M _LL I I PHASE I THROUGH VIII LOCATIONS SHOWN ON PHASE 11 E/S CONTROL - _," ,;, .��r,-- , "r,r....'� ,�_ PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLAT10N OF I'll, 11 -1. . o �, _�. - . r .. : ..... � +L _r�� �_��;'�'i,i`._'.'_ CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO � _.,�-;`� ,.:, 11 `,L.,,,� ... �, I LIMITS PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON DISTURBANCE 4 THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION . " -_r' / / , ,j OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT 1,� , �:;!� 'F., , _6'i, LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE , z V" �z FOH OWING: .4 11 � .. - I `�; ' - ' . -, " 1;��X, �i - / 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. L -_,�:4.0 4� ,,.,.- -_ 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR ,5!;�, V�s 1-1 c� .?>, ol I .. I , _0,1.�.!� - , .. ...: PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. � .,. ....... _40:5'.., �/ ..... -.... - -, - . 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN \\. . ,�, 1_ .. �, . . ,5?,.,, ...."..'?Xt. _� .*.*.,. .. 7g- ;,;K-L�,, ." _-, RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. MEN .� V. '. 11 _� �_ :.,:" " , l'*�z4-i,,,;;.M > -_ -.,-, .10- 1: .'. ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE VQ 1 -, .- - .'. �,,l _i, , _, .0 4 . :7 1_1�4."-:','=��� :>,--- .... � 11 ..- , .�g. , 1�4 IN PAVEMENT AREAS AND MERE TRAFFIC HAS ACCESS. THESE ',�,-_ ,z .-"-, , .& 16, �, - 1� ��- / " , _,,?;. -"--- ......... MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF 07�,L;�01� _ - ... I.I.I.V.7 I I I :J ,", -51 _f 0- I I -0m , -1 __�___ " ..%l.7.l.7.%l.l. I .7 LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED =01� - _AX . .. � .I ep, _s 1, ,' THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE !u B03 r� :: ,-,-" 000 -:.:-::::-::.:.:.:.:.:. " , It. I .." ........ P. AREAS) SHALL ONLY BE INSTALLED MEN A WEATHER CONDITION OR z /�010_411_ - Ms -, 6 000 %%*.l.*l%*.l 11 I �1\1 -:-:-:-:-:-l-:-:.:.. L ll�l EVENT IS PREDICTED OR IMMANENT. ''' __- . , ::.-..-,.,. -', 1 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. , , ...... . C .. N ,�, / ...... 1. 1. rl . � I ... 5. BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS I � - � ...." THAT PHASE OF WORK. \ , �_ � , , � , 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS � I . 1 . _j' ..� REQUIRED. , I L" . 0 .. . .. . ...`.:-:.- / ,,,, - ,� . -N . 1 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND " ,.:.l.:.* " , - -"f;.l INSTALLATIONS. .1 .. i I , t��:&, .:., . -,A � _,;� 8 BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION ....:. , z, I ...:-: .:, / ,_� . ... :::::::::-:." . P�ROGRESSES. .... . - �`�-` . W.V.. ",-,,-,��;,," , � - .... ... 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY ,.,:.,." ,,<-,,, .......... .:.,.,., 1 ,5v � , ;,!�_ DEMOLITION. , -,- 040 �;. :��_ , 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL . 41", ( et!�_' ill 10 11. BEGIN INSTALLATION OF ON SITE DETENTION POND. 1, - iv,e 12. TEMPORARILY SEED. THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT ::-:-,-,-%, , 13. INSTALL RIP RAP AROUND OUTLET S 'UCTURES AS EACH OUTLET . tin'rff . STRUCTURE IS INSTALLED. e ll� INLE �TRUCTURE IS INSTAI I ED. I .. 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT - I TO FINAL GRADE. 16. PREPARE SITE FOR PAVING. 19., 17. PAVE SITE. ... �� - I � L 1 18. INSTALL APPROPRIATE INI ET PROTECTION DEVISES FOR PAVED AREAS AS WORK PROGRESSES. 19. COMPLETE LANDSCAPF INSTALLATIONS AND INSTALLATION OF PERMANENT 'TURBANCE STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. o WI TABILIZED THEN: A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND REPORT. 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT. MARKED "READ M TERMINATE PERMIT-, IS SIGNED BY THE TI R AND SUBMITTED VIA THE SWPPP MANAGEMENT MOL NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITAUCIZED FOR CLARITY. I . IWIlmmf Taftftl�Wr&vyf.W `5 Neff'ol; 1 1=742FT . ", A I'll �111111 Ill lI'l 1. 1;10 � a I &Mal 90491 I I m A:I(q�vtllll III --- W (�) ROC PIPE OUTLET PROTECTION K SEE DETAIL E/S DETAIL SHEET I I @ TEMPORARY STONE CONSTRUCTION EXIT SEE DETAIL E /S DETAIL SHEET INSTALL SILT FENCE SEE DETAIL E/S DETAIL SHEET miiiiiiiiiiiiSF� -T.S.F.- TRIANGULAR SILT FENCE SEE DETAIL E/S DETAIL SHEET . INSTALL BAFFLE FENCE SEE DETAIL E/S DETAIL SHEET miiiiiiiiiiiiiBF� s SWPPP INFORMATION SIGN 08 INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET rl-)� V_14 (B SEE DETAIL E/S DETAIL SHEET (38 FILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET (58 GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET 0 e FIBER FLOCCULENT TUBE SEE DETAIL E/S DETAIL SHEET - REVIEWED FOR I VX>6v� 58 BLS PERMANENT EROSION CONTROL BLANKE' -- AIL E/S DETAIL SHEET 40 TEMPORARY SEDIMENT BASIN JUL 0 7 2009 __"�(�) C0khSyfijTfi Q0 N (: 0 e TI SEE DETAIL E/S DETAIL SHEET R I . lu (9 RIP -RAP PAD SEE SIZE ON GRADING PLAN AND/OR E/S CONTROL DETAILS @ ROCK CHECK DAMN SEE DETAIL E/S DETAIL SHEET 0 EROSION NOTES :�����:�:.:.].:-:.:�:.:.:.:,�-�.:.�.:.�,:.:v PERMANENT SODDING AND/OR MULCH (IF APPLICABI F) SD MLC 1- .... I .... �.-:--J\__�_ .., ... I-- .. � _ '... � I 1 TPS TEMPORARY PARKING AND STORAGE __-W_� PHASE 2 (IV LOC) EROSION & SE IMENTATION � � �ma a I � I 0 ,__;j . GRAPHIC SCALE 60 30 60 120 240 0 I lll I IIIIIII , i � No" I I = = m I ( IN FEET ) 1 inch = 60 ft. mki � 0 T� U o t-0 c ('14 r.� 00 N :5 4ft (A Ln ce z rn 2 Im a) $� rn it 4--) 0 LL. 8 * ft Zo C, 4 z 011111111111 T_ U (ZD E (L) .10 4A 0 0 :t� r-4 0 " me �. V) = m . %" 00 V) < E In , < - . 3: ,-, !3 C14 �_ V) � '� Lt) :2 < ll;:,� K 0 - On (i 0 u.j W A 3 04 - �� "I..j r_ 9 :e '�j a) "r -0 0 .&_ . cm a- I 5.; u !Lr-- = r- - U_ in 0 a - , lr_l� n--� I W . r__l. ton td � x %W 2f In . 41% � r_ .- 4_j tA = < 4 o%lrr%l%% .g- -\ t- - .% �,_�, at ..".... � �,�r .. - ... 7 W 00 C-17 - . $11111 % If, - .., . . . C ,W . . IV * ,; W . . A ,OF ----------------- A III .................... 0. I,- , " �Q._ �/ / .0 --- AIIIIF ,3Q A if. 6 4� - 5 � (o 9 " 0) [*%% ;� V4 = < - W (Z 5 0 =) .j I .j 0 � U9 () a) 0 0 12 a: W- 0 in m TZ. . Oft 0 W U z W cr 0 0 =) co co II!_ F - - W �: III Ir < 0 < W 2 Lu 2 03 I .J I .j < 0 9"" .j .j U 0 0 3:: cm ___ __ - - DRAWN -_ In CHECM Jim 01109109 SOME AS SHOM JOB Nm 00HU SIMT m 7 OF 73 84M 1 2 4 5 7 8 9 10 1 1 F G aSITE SITE LOCATION MAP 20 MILE TO CREEK TRIBUTARY USGS QUADRANGLE MAP 0 OFF -SITE RUN-ON ACREAGE SUMMARY OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER** SLOPE SLOPE TYPE AREA I 18.30 I 3.OX $.Ox I I *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEAANG RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED. ROCKED. ETC. ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH NOI) 26 IMPERVIOUS AREA AT COMPLETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 12 13 14 15 16 17 -18 19 20 21 22 GENERAL EROSION AND SEDIMENT CONTROL NOTES dNTENANCE EROSION NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME# DISPOSAL SITE NAM BORROW SITE ADDRES$s DISPOSAL SffE ADDRES9s BORROW OrM PERNT HIOLDERs DISPOSAL SITE PERW HOLDERi BORROW SITE PERIMT NO.e DISPOSAL SITE PERMIT 1NO.s FBORROW SITE PERIMTTING AGENCYs DISPOSAL SITE PERMffMNG AGENCYs A. THE STORMWATER POLLUTION PREVEN71ON PLAN IS COMPRISED OF THIS , AND IN THE STORM WATER POLLUTION PREVENTION PLAN. SHALL BE DRAWING (-SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNC11ONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 ( SWPPP-), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, W111CHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLU71ON PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY EDED. THE SWPPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION MOVE . ITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2 BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES CONTRACTOR SHALL STATE 'NOT REQUIRED FOR THIS PROJEC' IF ONE OR BOTH ME NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCT10N EXITS SHALL BE MAINTAINED IN A CONDITION ACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TR CT ON EX TS AS CONDMONS DE D .... .. ....... . ........... .............. s D ....... LIMITS OF DISTURBAN .... ........... ................. I LIMITS OF DISTURBAN ............ ....... ...... . . . I I 2 m I I kv, 1:111111461: I � bill I 1:11111-114 MEN ME ENE . E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 507. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL*. 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF P I P�TL)NS ARE SHOWN, 8TMHE CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIA TE. USE IP TER AND 1HEN NEEDED TO ALLO E TO PASS R INLETS. USE THE IMES EHICLE S VO 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS LOC� R TRIANGULAR SILT FENCE BMP'S MEN CULENT TUBES AND/, FT FITBER F OR I �PlF (aPORARY FENCING IS IN PLACE AND R MEN CONDITIONS DICTATE THERE USE. M SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND E, MARK BMP 'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED NTH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATIONS IS PROHIBITED. SITE, RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL ' .................... .... .... BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM .................. 711ING THE APPLICABLE ACTIMMES AS PROJECT PROGRESSES. 10. IF INSTALLED BMP S 00 NOT ADEQUATELY REMOVE THE TOTAL . ...... ....... .. 0 1) CONTRAC70R SHALL UPDATE THE TAKE BY SHADING OR DA LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED ............. ... ............ ............... . ..... ......... 2) TIME SCHEDULE MUST COINCIDE VATH SEQUENCE OF CONSTRUCTION. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL MITS OF DISTURBANCE ............ I .................... .............. ......... I ............ PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO ...... 1b L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ............ .......... ............ ........... .................... REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO ... ..................... . ............................ . .......... STORMWATER THAT IS COMING ONTO THE SITE. f ............ ................................ ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION ....... .............. .......... " ;� . .... - . PLAN, SHALL BE INITIATED AS SOON AS P RACTICABLE. jr.r. ... ........ ... ........... ...................... R ITHE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW 0 M . ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, E FLOCCULENT 0: ... THE SEDIMENT TO DROP OUT OF THE STORMWATER. TH MUST BE STABILIZED TEMPORARILY NTH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL ......... .......... LIMITS OF DISTURBAN V ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION V V FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. . .... ............ ........... ........... ........ N 17 17 ........... N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE V V V ........... ......... .. .. PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX V v V V v THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR .......... VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WHERE THE 4'X6' BOX CULVERT AND THE 3-48' PIPE CONVERGE. THE 0I 251\ ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE ..................... 17 V V V V ..v..... V Vv .......... ........ ....... V. v V V V V V V V, AND/OR LANDSCAPE PLAN. STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS ip I.................. I�7 V 7 V V 7 57'�7 V 17 FD ......... AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS .... . j.:� mu. V 17 V v V V �7- 7 V V EROSION & SEDIMENT CONTROL, LLC 512-970-3995, ........... ........ .......... "A / �� 1= 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION ........... .......... . ........ IV V V vv V V ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT .COM OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER ....... ....... ................... ................. ....... --2F A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: 17 vl_,V I V V V V .......... F. -, z .. 17 v v ..... ... . I.... ................ ........... INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS IP v IQ ......... TIM I" CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROMDED. ........ ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS 7 V V V v IV, v OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER IVv V�, P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ......... SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD WTAI IN V 17 17 vvvl7vvvvvvv V ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. V . � 1;j, i RM PR AS WILLI TO- BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE v V V 17 IV V V VVVVVA v SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE CUE TOP OF ROO( GAM .... . ',7 0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ......... ...... OF 7W R=:!S . : : �, , r r - SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE CONTAINER. v � :'V .... ...... IK TIM ;� ........ 7 V V V 7 V V V 17 V V V V V V ...... ........ CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS V V V V V V V V V COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH IRE BOTMM OF THE FdSER V 7 V V vl'�7 17 v ... ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN ......... SiALL is MAToi V V V V V 7 V 17 V V 17 V V/V v v V THE STABILIZAION OF THE SITE. r� BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE 1 a V V V t V V V V V v__v v V,,yj V, V V V V CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE .......... _P026 -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED .......... 7 V V V V V. �" V '�7 7 V- - 17 AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO R. ON V 17 V 7 \V '7 V V ........... ........ ....... FROM EROSION AND SEDIMENTA11ON THROUGH IMPLEMENTATION OF BEST X, v APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO 1P v V V L IMANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY RIIII RM 1620.00 V v v "�v NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT ...... VI-V' V� V V V TION. v 7 v REQUIREMENTS. I lip -v V v v IV V V IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE IOPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, v 17 9053 V V V V v S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE G 17 V 17 V V V RADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW A IV 17 BELOW. 1 7 v V V IV IV V v V 17 V V 17 17 17 %7 +0.20 MILE TO .... .... V vnv T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, 7 V 17 V V V V 17 V AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. -%V V V V V 7 V TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE FO BEE CREEK TRIBUTARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION D PLACING THREE SMALL HOLES ON THE < ......... I I I Ir .. . 'DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. UM17S OF 2 17 4;,7 17 V V X U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. ......... GABION RO(X BERM ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL DIS7URBANCE,4, _V V V V V V ? V V V V V V V 9 INSIDE OF TH LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVER CAN BE DONE USING k TROLLI G MOTOR. DRIP THE SOI FIX INTO PIPE 97H SSW v v/7 V V V V AND MATERIAL RAGE. THE SEDIMENT WATER THROUGHOUT THE POND. IS7111XIM TW OF RM *7 W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANT171ES OF PETROLEUM 2117.00 & TW TW OF I& F FT . ....... 29 50 THE 00T= (F PRODU S WASTES. vq� V V V ER PIPE IS *2U77 AM X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING v v MA7W DOW 1MME REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. ISITE FEATURES FLOILM Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH K7 17 1 I17 INP13 FT OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. Iv PROPOSED BUILDING FOOTPRINT 7 V 10 BEST MANAGEMENT PRACTICES SEQUENCE TION FENCE -X- -X- CONSTRUC 17 V7 EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, OVERALL LIMITS OF DISTURBANCE V v 17 V11A v v V PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S . . ......... /. V 17 V V V 17 .... AREA. FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., GRADE BREAK V V V V V V V V IIMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION V v V v V V v AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION. NOTE ALL CONTOUR ELEVATIONS Tf-Z � (I )jr," - IEXISTING STORM DRAIN V v V AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PROPOSED STORM DRAIN PHASE I AS REFERENCED ON PHASE I E/S CONTROL PLAN SITE MAP ES -I V V 7 V 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. ..... .... .. 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS V_ 1.00% DIRECTION OF OVERLAND FLOW W/ GRADE NECESSARY TO INSTALL SILT FENCE). 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 00 DIRECTION OVERLAND FLOW 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF DISTURBANCE. s G LIMITS OF DRAINAGE SUB BASIN 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) FT F13 I L -,:,",STORE # 11 50 IP I C-195-SGL-OL EXISIG WGARDEN CENTER S.F. =7 1 3 8,41 9 L------ uj I Pl�,,OPOSED S.F.=200,267'- F17 -DEN CENTER S.F.=9,46'� G A R I E N T E WAI�r-MAWI, STORAGE, GARDEN C I A 14, RETAIL $��F�263,61 0 F. F. E. 19 II ?A on an 11111110 mm so m 1111011 -8-447 --- MITS OF LOT 4R N /A Fr7 NOTE: SEE SHEETS D1-D3 FOR EROSION AND SEDIMENTATION CONTROL DETAILS. ER ON CONTROL DETAILS SHOWN ON THIS EET ARE WAL-MART STANDARD DETA&S. (L 04 0 p -- - ------------- ---------------- - ----------- ------------------------- ........................ .................................. ............... ...... ................. ...................... ............... .... ............... ........ ........ .. .......... ............ % ........... ..... . .. .. ......... ........ ............... .................................. *.*.,.'.,..,:.,...-.-.-.-.'4.......-.-.-.-.-:.-.-.-.....,.",-,��...,� ............... ............... . ...... ... .... ........... ............................ ............ ....... ........... ... ..... .... .... . . ........ ... ........ ............. ......... ...... .............. ... ........ . ............ ................ ............. ....... ... ............ ....................... ......................... .. ...... ................... ................................... ... . ...... . :�: " ............................ ........... ....... ......... ............. F U.' T U R.- " *- t,: , I I" *' 1\11 .......... . .............. .......... .......... ....... ...... ........... ... PENANDIT . ............... ...... ........ ..... ...... ......... ........ ...... ou ..................... ....... ...... .... ....... .............. i. -.- .. . ..: . .... ............ ................ ... ............ .......... ..... ..................... ........................ ...... ...... ...................... . .......... ... ..... ........ ...... ................................... ........ .......... . ........... ........ ...... ........... ................. ...... ..... ....... ... ..... ........ ...... ..... . .............. ......... ........... ...................... .......... .......... ........ 1 ....................................... ....... .... . A ......... ................ 7 Ao � .. .................. ;,:� .................... ............ . ....... ................... .............. ...................... ....... .. ........... ............. ... ........ ............ TBM in RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER ....... ............... ...... ....... ...... ...... OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. ............. .............. ............ .......... , ELEV.= 278.07' ........ ... E ao wa /j TBM #2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POI E LOCATE ...... .......... L ENTRANCE TO .Z WALMART/SONIC OFF TEXAS HIGHWAY. 140 ELEV.= 273.90' N TBM JQ -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE all 6m EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING o BAYS. 0 alb ELEV.= 278.91' c; TBM ft -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. ELEVI 281.52' Sz IE 79 �_ W4, W.= CL 6m o TBM 0 -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE c MIS SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON'S PARKING LOT. L: Z - ELEV.= 281.74! CL D ENT 0 \R0N 4p'�MITS OF slow -17 -- Now DISTURBANCE 4JMITS OF DISTURBANCE I CONC. RAN CADDOCKS I M DISTUREIM 1=___C� .- - ��i o CE -------- ...... .. ..... "Now ....... ...... MITS OF DISTURBANCE DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE1 OTH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: 6. INSTALL TREE PROTECTION AS SHOWN ON E/S PLAN SHEET E51. ALL EXCEP11IONS NOTEII) ON I�E Or CE1RT*=71ON FORM klUff BE TO THE FOW DALY IIIEPORT AS A DOICIENIDY Olt DEFI(MICIE11 AND FMM%40 WNIN 24 HOM MM CM NOT BE =V= IF MY EXCEPTION 101011 104 GREAIER THAN 24-41CUIRS TO FEMML WLY pospearom me REPCIww Usm 7NE Sv1PPP MNVAQW Tm MUS1` STMT 7w MY w at "Imm7my ffm ar cotwmmw PHASE 11 AS REFERENCED ON PHASE 11 E/S CONTROL PLAN SITE MAP ES-2 THRU E-8 FD PHASE I THROUGH VIII LOCATIONS SHOWN ON PHASE 11 E/S CONTROL PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. LIMITS THE CONTROLS AND MEASURES SHALL INCLUDE MAT IS SHOWN ON DISTURBANCE THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE FOLLOWING: 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. UST AND/OR ADD ADDITIONAL BMP MEASURES DOWN 3. INSTALL, ADJ RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN ADDITIONAL MEASURES ARE INSTALLED AT GROUND I FVEL OR ABOVE IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS, THESE MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE AREAS) SHALL ONLY BE INSTAL! ED WHEN A WEATHER COND17ION OR EVENT IS PREDICTED OR IMMANENT. 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. TION AND STRIPING AREAS 5. BEGIN TREE REMOVAL AND/OR RELOCA T PHASE OF WORK. 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS REQUIRED. 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND INSTALLATIONS. 8. BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION PROGRESSES. 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY DEMOLITION. 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL PAVEMENT SECTIONS. 11. BEGIN INSTALLATION OF ON SITE DETENTION POND. 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INAC71VE FOR 14 DAYS OR MORE. 13. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 16. PREPARE SITE FOR PAVING. 17. PAVE SITE. 18. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS APE INSTALLATIONS AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT THE SITE HAS BEEN FULLY STABILIZED THEN: A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND REPORT. 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION ER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL REPORT, MARKED "READ TO TERMINATE PERMIT". IS SIGNED BY THE NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELAED AC11ATIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN -RELATED STEPS IN THE ABOVE SEQUENCE COMPLETELY INSTALLED. BMP ARE ITALICIZED FOR CLARITY. 1 Mac :W44 I ki III I I *:a (SX411111,1601 WL III I I I 2 EROSION DETAILS ROCK PIPE OUTLET PROTECTION w SEE DETAIL E/S DETAIL SHEET TEMPORARY STONE CONSlRUC11ON EXIT SEE DETAIL E/S DETAIL SHEET INSTALL SILT FENCE �SFIAIIIIIIIIIIIIIIIIIIIIIIIIIII SEE DETAIL E/S DETAIL SHEET TRIANGULAR SILT FENCE SEE DETAIL E/S DETAIL SHEET INSTALL BAFFLE FENCE IIIAIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIF� SEE DETAIL E/S DETAIL SHEET SWPPP INFORMATION SIGN INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET SEE DETAIL E/S DETAIL SHEET FILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET GRAVEL CU B INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET 0 FIBER FLOCCULENT TUBE SEE DETAIL E/S DETAIL SHEET PERMANENT EROSION CONTROL BLA IKE BLS REVIEWED FOR DETAIL E/S DETAIL SHEET TEMPORARY SEDIMENT BASIN SEE DETAIL E/S DETAIL SHEET JUL 0 7 Zuo TREE PROTECTION FENCE SEE DETAIL E/S DETAIL SHEET c A1QO N E AND/OR E/S CONTROL DETAILS RIP -RAP PAD SEE SIZE ON GRA NG FI IN (�� SEE DETAIL E/S DETAIL SHEET EROSION NOTES ......... PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) MLC TPS TEMPORARY PARKING AND STORAGE PHASE 2 (V LOC) E OSION SE IMENTATION CONTROL PLAN SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 I IN FEET 60 ft. 1 inch c 04 CII co Ln z bd x 2 rn LjII. z 00 Ln < r V_ LLJ law) I z U- Ln 1`1_1 tA x 4) I 4-J 0 F r...... ......... OF-------------- 0, JOE GRASSO 0 W9 o U3 0 LL. ;2� 0 0. co CD - uj cq LLJ in z -0 CD m cf) 0 C4 BP CHECKED jo WE ovoo/09 WAII AS OHM imrim ooHm =5 8 OF: 78 Now 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 AW- REVISIONS BY C D F G K A\ BMP MAINTENANCE EROSION NOTES GENERAL EROSION AND SEDIMENT CONTROL NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN �--±0.20 MILE TO OFF -SITE RUN-ON ACREAGE SUMMARY OFF -SITE DRAINAGE AREA ACKLU AVERAGE MAXIMUM COVER** SLOPE SLOPE TYPE AREA I 18.30 I 3.OX I S.Ox I PAVEMENT I BEE CREEK TRIBUTARY *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED, ROCKM. ETC. OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME- DISPOSAL SITE NAM BORROW SITE ADDRESS# DISPOSAL SITE ADDRESSs BORROW SITE PERMIT HOLDERs DISPOSAL SITE PERMIT HOLDER& BORROW SITE PERMIT NOx DISPOSAL SITE PERMIT NOt BORROW SITE PERMITTING AGENCYs DISPOSAL SITE PERMITTING AGENCY, A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS , AND IN THE STORM WATER POLLU11ON PREVEN11ON PLAN, SHALL BE DRAWING -SITE MAP-), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 (-SWPPP-), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. NTH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERIILIZED, WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. THE SWPPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED . 2) BORROW AND DISPOSAL INFORMA71ON IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. . IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3) CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT- IF ONE OR BOTH ARE NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROJECT. D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION ACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCT10N ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS 5. NG AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABI F FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS MUST BE MAINTAINED ON SITE AT ALI TIMES. CONDITIONS DEMAND. F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 507. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF 1 TI . FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACLI ES DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION "EROSION AND SEDIMENTATION CONTROL". 8. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO i- F IONS ARE SHOWN, H. ALL WASH WATER (CONCRETE TRUCKS, VEHICI E CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES L)l' BMF a1PF SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE ILTER SACK AT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. fikL TIMES AND MEN NEEDED TO ALLO kVEHICLES TO PASS R INLETS. USE THE (FT) FIBER FLOCCULENT TUBES AND/OR (Ip� OR TRIANGULAR SILT FENCE BMP'S WHEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND TEMPORARY FENCING IS IN PLACE AND/OR WHEN CONDITIONS DICTATE THERE USE. 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS E, MARK BMP'S WITH LIGHTED BARRICADES FOR PROTECTION. CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UN11L SOIL IS REMOVED FROM OPERATIONS IS PROHIBITED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP*S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL ...... BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL ...... ..... ...... ...... 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE AC-nvrnES AS PRojECT PROGRESSE LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER 73. S. SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED ........... 2) TIME SCHEDULE MUST COINCOE WITH SEQUENCE OF CONSTRUCTION. ....... DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. MITS OF DISTURBAN LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED .......... . ....... ............... REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO ON THIS SITE MAP, AND IN THE STORM WATER POLLUT10N PREVENTION ................ STORMWATER THAT IS COMING ONTO THE SITE. ............ PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. ............. .......... ... ........... .. .......... . .. .. ............................................... . .... .... . ULENT WILL NEED TO BE ADDED TO ALLOW .......... ...... M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, .... ....... .. .. ....... I ......... MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL THE SOIL ............ ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION UMITS; OF DISTURBANa Sk# THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT UT FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512-970-3995. ......... Ion ... . ................. 99 ic ................ N . DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE ............ _j::: t . ......... .. .... ..... ......... ....... PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO -i ............................... A!' ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX ......... THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION MERE THE 4'X6' BOX CULVERT AND THE 3-48' PIPE CONVERGE. THE INSTALL�2i\ ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE ......... AND/OR LANDSCAPE PLAN. AL INFORMATION AND APPLICATION QUESTIONS ................ FD ...... ---- -- 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT CONTROL, LLC 512-970-3995, .... . ... .. .-SHALL-BE.' ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT SALLY@EARTHKEEPERSC.COM ..... ..... .... I OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: . ................ 09M, DM INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS IP ... ......... ........ _,fROF0p T=T LANE CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. I . ......... ONE GALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS VL\ SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD RM PIPE AS OURU Au ON IN ONTO OADWAYS OR 1 0 STORM'DRA qS MUST BE REMOVED IMMEDIATELY. BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE 70P OF ROW GASION ......... SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE 0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING s; ....... CONTAINER. . .... . .......... SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE ........... THE TW OF TW RW:Is ...... ... M BOTMM OF THE RISER CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION NTH ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN . ....... ts MAToi THE STABILIZATION OF THE SITE. M-.OQ AND SWL BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE owm nmml CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE ON -SITE OFFSITE S IL STOCKPLE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT WELL DURING APPLICATION. L mm Rm REQUIREMENTS. IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE 9C......... . . . . . . . . S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDMON DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, ......... . ... GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW BELOW. .......... ±0.20 MILE TO ......... T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, ...... AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE BEE CREEK TRIBUTARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE < DISTURBANCE MITS.bF AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE LIMITS OF ... CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. U SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. GAHM ROCK 8M ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL DISTURBANCE-� TIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION VM 2-3)(YW BUT7RESS V. GENERAL CONTRACTOR IS TO DESIGNATE/IDEN INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO ... PIK VATH SIMM AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. ......... SMXWM TOP OF ROCK ...... 267.00 k TW TW OF X TIT1ES OF PETROLEUM W. REFER TO THE SWPPP FOR REPORTABLE SPiH QUAN jr PRODUCTS AND/OR HAZARDOUS WASTES. IS 26M 71f BOTM OF RM PK IS i2U77 AM X REFER TO 02370 SPECIFICAT10N FOR RUN-OFF SAMPLING/MONITORING SITE FEATURES REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. ELnmm Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE NTH BOUNDARY LINE PROPOSED BUILDING FOOTPRINT OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. MA1111 DUM 1ROU 7P EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY TI -0 BEST MANAGEMENT PR NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, OVERALL LIMITS OF DISTURBANCE A IN PARKING, LAY DOWN, PORTA-POTTY, WEEL WASH, CONCRETE WASHOUT, MASON'S GRADE BREAK AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., CONTOUR ELEVATIONS MMER IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION P N PROCESS. IN ADDITION, NOTE ALL AS THEY OCCUR THROUG EXISTING STORM DRAIN PROPOSED STORM DRAIN OF 1w AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. PHASE I AS REFERENCED ON PHASE I E/S CONTROL PLAN / SITE MAP ES-1 TION OF OVERLAND FLOW W/ GRADE 1.00% DIREC 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE). DIRECTION OVERLAND FLOW 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF LIMITS OF DRAINAGE SUB BASIN ;;o� 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) DISTURBANCE. _G E FT P3 *4% Wal art STORE # 1150 op am IP C-195-SGL-OL L NG 138,419 EXIA W/GARDEN CENTER S.F. PROPOSED S.F.=200,267, LLJ GARDEN CENTER S.F.-9,462 WAWMAR�, STORAGE, GARDEN AN,) RETAIL -263,616 F. F. 0 E T 113m RES Ln 5s M17S OF DISTU"CE�":;fT. F3 7 . AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT F N S 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE Athletic Field SITE LOCATION MAP USGS QUADRANGLE MAP ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH N01) 26 IMPERVIOUS AREA AT COMPLE11ON 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 .......... .. SID) ------- - - 15- tEWA_Ck7- .......... . LIMITS OF DISTUR�AN ... .... ........... ................ LIMITS OF DISTURBAN A LOT 4R Po N 7,;n I 0 NOTE: SEE SHEETS D1 -D3 FOR EROSION AND SEDIMENTATION CONTROL DETAILS �CONTROL DETAILS SHOWN ON TF I� ER E ARE WAL-MART STANDARD DPEF En w 4 04 P 13ENCHM �_N�QTE: TBM V -RAILROAD SPIKE SET IN EAST FACE OF A POWER POI E LOCATED AT THE NORTHEAST CORNER OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. ELEV.= 278.07' E -0 TBM #2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST ENTRANCE TO WALMART/SONIC OFF TEXAS HIGHWAY. 0 ELEV.= 273.90' _0 IN 6; 00 TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING BAYS. ELEV.= 278.91' C5 7BM #I -RAILROAD SPIKE SET IN EAST FACE OF A POWER POIF LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. zs z ELEV.= 281.52' xw. -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE SOUTHWEST CORNER OF SCHLOTZSK'YoS DELI IN THE ALBERTSON'S PARKING LOT. L: ELEV.= 281.74' ............... ... ...... ..... ............................................. *,""', 1, ........ ...................................... ............................................. .......... ........ ..... ................ ... ................... ......... 06A .... .......... ........... . ............. ....... ............... , 0 0 ......... .......... ...... ....... *:.1.1.1.*:.%'. .................... ........ ;,.e .. . .......... :: 1. 1.1.1.1.1.1:.,.".,.,.,."-,........,.,.,.%,.,.,.* ... ....... . ........ ............. .............................. .......................................................... ....................... ............ .. . ... .. .................... ............. % .............. .................... ........... . ............. ........ .......... .............. ........ ............... ... ........... . . ........................ ................ .. ..... ... ..... . ...... ................ ........... ......... .... ...... . ........ ....... :, :�:' .'. %1::::::::: :.:. . ... , , ...... ................ .... ............ ...... ........ ... ........................ ....... ............ ........ ........ ... ........ .. ........... ........... .. ... .................. .... ... .................. ........ . ....... ........... ............... .......... ................ .... ................... ..?* ............ .... .. ............. .............. ... ........ ...... ..... .......... ............. ....... ........ ......... :::3:: . ......... ............. 2' .... ..... .............. .................... ...... .......... ........................... ................... ........ .. . ........ ......... .. ......... ................. ........... ............ .............. ...... N .............. ......... ........... ....... ........ . ............ ............. .......... ..................................................... .... :*:. .*::::::::,I::::::::::::::::::::::::::::.:.,.. . .................. . ...... ............................................ .......... , .... .................................... .......... ................................ .............. ........ ...... ................................... ................................................................ . .. ................. ......... .................. ........ ...................................... ............. .. ..... ...................... .............. ...... ...... . ................ ......... ....... ................................................ ... . ... ......... : .................................................. ........ ........................ . ........... *.,.,.,.,.,.*.,.,.,.,.,.,.,.*.*.,.,.*.,.,.,.,.,: ..................... .... .......... ......... ... .......... ....................... %*:.%._7 ........... *:.* ...... . ............. .................. ............... ........... .................................. * .... .............. ........... ...................................... . ........... . , ............. .......... ....................... ................. . / . .. ....... . ..... ....................... ... . ............... . ................... ..... IWO .................. ....... 1;44r ..... ... ... NINHENW DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2 BENTONVILLE, AR 72716 -273-4000 479 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: mmm T_ AND BAFFLE FENCE NTH APPROPRIATE OUTFALL STRUCTURES (CLEAR/STRIP ONLY ARY TO INSTALL GABION, RISER, AND TRAPS). D E N 6. INSTALL TREE PROTECT10N AS SHOWN ON E/S PLAN - SHEET ES1. PON N&T ALL AC1W= AND CON7ACT W 'M PE1*M OMMM AND OF OMPS. GENERAL CON17RAVICR SHALL SCHEDULE AND CONDUCT VIE 31 WAIM PRE-CONSIRUCTION MMTM VAIN IM CEC. -007UMM MITS OF WAL ART CONSIRU07ION MANAGM AGENCY(CO AND GROUND CONTRACTORS BEFORE PROCEEDINGI VM CON97RUCTKK 70� wo% woo DISTURBANCE ALL ENCEP111IONS NOIED ON 7HIE BIMP CERVIFICATION FORM INIM BE ADDED 70 1NE FIRST DALY REPORT AS A DMAMY Olt DEFK30MM AND RESOLVED VMM 24 HOURL CAN NOT BE CERIF F PW MITS OF DISTURBANCE EXCEP11ON RE0UIIRES GMIER 1HAN 24-HOIM TO RESOLVE. DALY NOMMIONS NO REPORW USING THE SNW MANIAGOM 71001. MUIST VrART IM MY OF CIR MIEDIAIMY AFIEIR ffir CER71FICATION. PHASE 11 AS REFERENCED ON PHASE 11 E/S CONTROL PLAN SITE MAP ES-2 THRU E-8 PHASE I THROUGH VIII LOCATIONS SHOWN ON PHASE 11 E/S CONTROL PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO LI S 1P AITS OF DISTURBANCE PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON DISTURBANCE THE SITE MAP FOR EACH PHASE OF WORK AND THE STABIUZAION OF EACH LOCA11ON AS THE WORK PROGRESSES ACROSS THAT LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE 1-ULLOWING: 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN ....... ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS, THESE TIONAL MEASURES (MEN INSTALLED THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE LIGHTED BARRICADES. THESE ADDI AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR EVENT IS PREDICTED OR IMMANENT. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. 5 BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS AS NECESSARY FOR THAT PHASE OF WORK. 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS REQUIRED. 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND INSTALLATIONS. S. BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION PROGRESSES. 9. START CONSTRUCTION OF BUILDING PAD. ALONG NTH NECESSARY DEMOLITION. 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL PAVEMENT SECTIONS. 11. BEGIN INSTALLATION OF ON SITE DETEN71ON POND. 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 13. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET ... STRUCTURE IS INSTALLED. 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 16. PREPARE SITE FOR PAVING. 17. PAVE SITE. 18. INSTALL APPROPRIATE INLET PROTECIION DEVISES FOR PAVED AREAS AS WORK PROGRESSES. 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT THE SITE HAS BEEN FULLY STABILIZED THEN: A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPEC11ON AND REPORT. 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPEC11ON -READ TO TERMINATE PERMIT-, IS SIGNED BY THE REPORT, MARKED ER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUC'nON-RELATED ACTIVIIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITAUCIZED FOR CLARITY. -kil EROSION DETAILS ROCK PIPE OUTLET PROTECTION SEE DETAIL E/S DETAIL SHEET TEMPORARY STONE CONSTRUCTION EXIT SEE DETAIL E/S DETAIL SHEET INSTALL SILT FENCE SEE DETAIL E/S DETAIL SHEET TRIANGULAR SILT FENCE -T.S.F.- SEE DETAIL E/S DETAIL SHEET INSTALL BAFFLE FENCE SEE DETAIL E/S DETAIL SHEET SWPPP INFORMATION SIGN GREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET FILTER SACKS SEE DETAIL E/S DETAIL SHEET FILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET 0 FIBER FLOCCULENT TUBE REVIEWED FOR SEE DETAIL E/S DETAIL SHEET PERMANENT EROSION CONTROL BLANKET SEE DETAIL E/S DETAIL SHEET (p JUL 0 7 No TEMPORARY SEDIMENT BASIN SEE DETAIL E/S DETAIL SHEET C 0 PQ0 N TREE PROTECTION FEN E O(:� e SEE D TAIL E/S DETAIL SHEET AND/OR E/S CONTROL DETAILS R -RAP PAD SEE SIZE ON GRADING PLAN IP IV (B ROCK CHECK DAMN SEE DETAIL E/S DETAIL SHEET 0 EROSION NOTES PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) ............ . ..... MLC TPS TEMPORARY PARKING AND STORAGE PHASE 2 (VI LOC) EROSION & SE IMENTATION CONTROL PLAN SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 IN FEET r C*-4 Co z Ln 0 C:) z 4-J CN 0 C;) 00 V) r r LLJ 4-J 0 Co tn x 4-J 0 U9 o Cf) 0 w 0 m m uj z w a: L U P 0. Co Co W m W 0 C) cm DRAWN BP CHECKM J13 DAM 00909 80AI ASOMM JOB N06 0011ft *Eff E =6 9 OF: 73 8HEms 1 2 3 4 5 6 7 8 9 10 ul aSITE R Ili iL391 ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.113 TOTAL DISTURBED AREA (MIJST MATM NOI) 26 IMPERVIOUS AREA AT COMPLETION 17.31 22 11 2 13 14 15 16 17 18 19 20 2 RMP MA1NTFNANQF FROCUON NnTF-'; OFF -SITE RUN-ON ACREAGE SUMMARY OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER** SLOPE SLOPE TYPE AREA 1 18.30 3.OX 8.Ox PAVEMENT *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED, ROCKED. ETC. A OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAMEt DISPOSAL SITE NAMEo BORROW SITE ADDRESSi DISPOSAL SITE ADDRESSi BORROW SITE PERMIT NOLDERs DISPOSAL SITE PERMIT HOLDERo BORROW SITE PERMIT NO.x DISP03AL SITE PERMIT NOj BORROW SITE PERMITTING AGMCYg DISPOSAL SITE PERMITTING AGENCY, GENERAL EROSION AND SEDIMENT CONTROL NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE DRAWING (-SITE MAP"), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 (-SWPPP-), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE V41TH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED NTH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLU11ON PREVEN11ON PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. NTH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A r' PAKITDAPTnD CUM I 1kJD1 C-LIC-KIT DC'CT kJAKjA(1CkJC'K1T D0A/nf'C*C AC DCAHMM MV GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 3) CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT- IF ONE OR BOTH ARE NOT REQUIRED ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. PERVIOUS/SEEDED AREA AT COMPLETION 5.93 D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS iWHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC Ath FieSITE LOCATION MAP USGS QUADRANGLE MAP N S. 4 N. T. S. C ... ........ . ................ �ACK-�-- T5 D ILIMITS OF DISTUR ...... ... BANCE-�-,, ......... V .............. ...... ........ .... ....... : ....... ... Mr'r'L1UtiDLr-, SHMLL WrLrMr-141 MUL)1HUNML k.,U1111MVL0 MO U1rNr-k11r-U BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCT10N EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT CONDITIONS DEMAND. PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERA11ONAL CONDITIONS AT ALL TIMES. SEDIM N G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 50%. MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA L A N ORTA LE FACILITIES, OFFICE TRAILE S, A D A IL 7. PRIOR TO LEAMNG THE SITE, ALL VEHICLES SHALL BE CLEANED OF CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL". B. ALL AREA INLETS PROTECTED IN ROUTES WHERE TRAMC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BM ' T 3NS ARE SHOWN. P T1111L CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE IP3 TER SACK AT AL TIMES AND WHEN NEEDED TO ALLO VEHICLES TO PASSUR INLETS. USE THE 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS �FT)FIBER FLOCCULENT 'TUBES AND/OR OR TRIANGULAR SILT FENCE BMP'S MEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND TEMPORARY FENCING IS IN PLACE AND�R WHEN CONDITIONS DICTATE THERE USE. WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S NTH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATIONS IS PROHIBtTED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO 1KICTA11M OLAD'C Aez KtrrP'QCADV LIMITS OF DISTURBAN 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DAING THE APPUCABLE ACTIVITIES AS PROJECT PROGRESSES. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL ...... ...... BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM .... ......... ........................ ................ 2) TIME SCHEDULE MUST COINCIDE VATH SEQUENCE OF CONSTRUCTION. ....... ..................... ...................... ... 10. IF INSTALLED BMP'S DO NOT ADEQUATELY REMOVE THE TOTAL .......... ...... ..... ............... LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER ......... ...... SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. .................... .... LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL .......... MITS OF DISTURBANCE ............... . 1--1 .... I * %1:.1.1 I ........... PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO ............. ............ L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED REDUCE THE SUSPENDED SOLIDS TO A LEVEL THAT IS EQUAL TO .......... .... ....................... . ......... TION ....................... ... ....... ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVEN STORMWATER THAT IS COMING ONTO THE SITE. PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. -i . ......... ... .......... THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT ......... M . ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL. THE SOIL ................. . 1:Nj fl-I ITIES, STRAW/HAY MULCH, WOOD CELLULOSE .......... 0 ANNUAL GRASS/GRAIN VARIE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION ......................... . ......... E 0UTL::0T::::::: .......... LIMITS OF DIS7URBAN -970-3995. FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. & SEDIMENT CONTROL, LLC, 512 Jim ....... .... ............. ...... ........ ------ ..... N. DISTURBED PORTiONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE .......... .............. ... PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO ................ ....... ............ ...... ... L IENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX ................ ........ THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WHERE THE 4'X6' BOX CULVERT AND THE .3-48s PIPE CONVERGE. THE ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE .......... 11761N.L,iM \FENM, Ip ....... .. .......... AND RECOMMENDATIONS CAN BE FORWARDED TO EARTHKEEPERS AND/OR LANDSCAPE PLAN. STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS ru ..................... ........ 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION EROSION & SEDIMENT CONTROL, LLC 512-970-3995, SALLY@EARTHKEEPERSC.COM ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT .......... . .. .... TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER 4f OR MUD, THEN THE A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE APPLICATION RATE SHALL BE AS FOLLOWS: ............ .......... INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS .......... ..................... MR, F ......... CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED. ........... ........ .. .......... .......... . ONE CALLON OF THE PRODUCT WILL TREAT UP TO 500,000 GALLONS ........... . ............ ... . ...... ........... tR OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER GAB P. ALL MATERIALS SPiH ED, DROPPED, WASHED, OR TRACKED FROM VEHICLES SHOULD TREAT 2.5 MILLION GALLONS. THE SOIL FIX PRODUCT SHOULD ......... IN PK AS oum ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE ...... . lls� SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE TW OF RM Q&M ......... CE Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING CONTAINER. SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE ...... IM 70P OF Im ......... TE TION WITH CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WA R IS M BOT1111111 OF 7W IIISER ......... COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNC .......... ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN ...... AND SiALL MATM THE STABILIZATION OF THE SITE. BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE . ......... .......... RD"E CONTAINER ON THE OPPOSITE SIDE FROM THE CONTAINER CAP. USE R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO 40 FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST .... . .. . . . � APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO RP� MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE ......... NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY 91911DE 4 003 WELL DURING APPLICATION. oo REQUIREMENTS. G ip IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE 9053 ...... ... S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED COND111ON DURING THE OPPORTUNITY TO ADD FLOCCULENT DURING THE STORM EVENT, L - ----- t ........ GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCULENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW BELOW. ±0.20 MILE TO ....... T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, FD ...... TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE BEE CREEK TRIIBUTAR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUS11NG THE EROSION < I ...... .... AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE �,-LIMITS,-OF DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE LIMITS OF CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. N U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. Ile GABION RM BEFN ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL DISTURBANCE ...... .. V. GENERAL CONTRACTOR IS TO DESIGN ATE/IDENTIFY AREAS ON THE SITE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION 'FD ...... . FD msm PK Im smmm INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO NIH 2-3)OV BUTTRESS 2> AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. STRUCTINE TOP OF RM I2U.00 & TIC TW OF TW W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM H IP3 Fr -" FT in PRODUCTS AND/OR HAZARDOUS WASTES. IS 2V,).% 1W BOTM OF (IS, X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING RtSER PIPE 5 ±=77 W SITE FEATURES MATM COSM WU REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. NEL ROMME Y� CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE NTH BOUNDARY LINE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. P3 FT PI PROPOSED BUILDING FOOTPRINT -X- CONSTRUCTiON FENCE IBEST MANAGEMENT PRACTICES SEQUENCE -x NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, OVERALL LIMITS OF DISTURBANCE PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S GRADE BREAK AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.. I....... MER IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION CONTOUR ELEVATIONS . ...... ............. TION PROCESS. IN ADDITION, NOTE ALL EXISTING STORM DRAIN AS THEY OCCUR THROUGHOUT THE CONSTRUC AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PROPOSED STORM DRAIN PHASE I AS REFERENCED ON PHASE I E/S CONTROL PLAN / SITE MAP ES-1 ...... 1. INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCE SIGN. 1.00% DIRECTION OF OVERLAND FLOW W/ GRADE 2. INSTALL SILT FENCE(S) ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS Nr--)N- Sh NECESSARY TO INSTALL SILT FENCE). 00 DIRECT10N OVERLAND FLOW 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. v 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF LIMITS OF DRAINAGE SUB BASIN DISTURBANCE. ST 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXISTING DETENTION POND) AND BAFFLE FENCE NTH APPROPRIATE OUTFALL STRUCTURES (CLEAR/STRIP ONLY LIMITS OF CONSTRUCTION (SEE PHASE 11 -�7 1 D ENT ON THOSE AREAS NECESSARY TO INSTALL GABION, RISER, AND TRAPS). PI AN FOR Arn\/I'nFR TO nf%rHR %MTHI VU- N FT F Iart MITS OF DISTURBANCE . . . . . . 7JMM 7jNM STORE # 11 50 MITS OF DISTURBANCE ;q C-195-SGL-OL EXISAG W--,/GARDEN CENTER S.F.-138,419 ;e wwROPOSED S.F.=200,267' K p �j L L . . . . . . ---- 101 GAR'PEN CENTER S.F.-9,462 WMAW, STORAGE, CARDEN UENTER...,� WA A N�" RETAIL 616, F. F. E. 0 L OF DISTURBANCE - I4 ONG. RAMP P3 LOAD DOCKS z IN LOT 4R 101111mil SOIL EROSION /SEDIM ENTATI ON CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE ---- --- mm=mmmmmmmmmmm=m:mm TEMPORARY CONSTRUCTION EATS mmmmmmmmmmmmmmm TEMPORARY CONTROL MEASURES 'SEDIMENT CONTROL BASINS STRIP & STOCKPILE TOPSOIL STORM FACILITIES PERMANENT CONTROL STRUCTURES-____ FOUNDATION /- BUILDING EACH PHASE LOCATION AREA): r=:i7�i I-Ll LLL --LLLL L1 PEME VII Loc tLLLLLI W wo: M im . ow PHASE 11 AS REFERENCED ON PHASE 11 E/S CONTROL PLAN / SITE MAP ES-2 THRU E-8 ru PHASE I - THROUGH VIII LOCAIONS SHOWN ON PHASE 11 E/S CONTROL 0 EROSION DETAILS PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF CONTROLS/BMP'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO ROCK PIPE OUTLET PROTECTION LIMITS OFL--\ PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. SEE DETAIL E/S DETAIL SHEET DISTURBANCE THE CONTROLS AND MEASURES SHALL INCLUDE WHAT IS SHOWN ON THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION TEMPORARY STONE CONSTRUCTION EXIT OF EACH LOCA11ON AS THE WORK PROGRESSES ACROSS THAT SEE DETAIL E/S DETAIL SHEET LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE INSTALL SILT FENCE TP FOLLOWING: SF� SEE DETAIL E/S DETAIL SHEET 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. TRIANGULAR SILT FENCE 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR SEE DETAIL E/S DETAIL SHEET PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. 7 INSTALL BAFFLE FENCE 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN �BF� SEE DETAIL E/S DETAIL SHEET 400�1 RADIANT AND ADJACENT TO GROUND DISTURBING ACTIMTIES. MEN ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE 0000� IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS. THESE SS SWPPP INFORMATION SIGN MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF voo LIGHTED BARRICADES. THESE ADDITIONAL MEASURES (WHEN INSTALLED INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE 000 SEE DETAIL E/S DETAIL SHEET o AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR 00 go EVENT IS PREDICTED OR IMMANENT. ...... o! 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. FILTER SACKS SEE DETAIL E/S DETAIL SHEET 5. BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS AS NECESSARY FOR THAT PHASE OF WORK. nONS AND STRUCTURES AS 6. BEGIN DEMOLITION OF PAVEMENT SEC REQUIRED. FILTER DIKE CURB INLET PROTEC11ON SEE DETAIL E/S DETAIL SHEET 7. BEGIN UTILITY AND STORM SEWER RELOCAT1ON'S AND INSTALLATIONS. 8. BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION on I nP5 GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET ....... PROGRESSES. -76 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY DISTURB DEMOLITION. ITS ANM- I 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL FIBER FLOCCULENT BEREVIEWFn Fnm I ("� (FT t" �� 1, - �11 SEE DETAIL E/S DE IL SFUOM 7- PAVEMENT SECTIONS. PIL 11. BEGIN INSTALLA11ON OF ON SITE DETENTION POND. IANCE x ....... ? 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT 8BLS PERMANENT EROSION CONTROL 13LANKET ....... WILL BE INACTIVE FOR 14 DAYS OR MORE. �TAIL E/S DET IL SHEET ....... .............................. 13. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET ............. I .............................. CTD"4n JDC' IC IKICTAI I Vn JUL 0 7 2009 F" �zll I TEMPORARY SEDIMEN BASIN ............... ................... .......... ...... UB ........ ......... 00 �B ........... ....... 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH SEE DETAIL E/S DET UL SHEET ............. ........ ....... ....... INLET STRUCTURE IS INSTALLED. ............... ............. ... 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT C01hS%41fEj4ffl14&N ................... .......... ........... TO FINAL GRADE. . . ................... ................... ..... 16. PREPARE SITE FOR PAVING. TREE PROTECTIC ...... . 17. PAVE SITE. . ........ .................. ...................... ..... .... ....... ................... ........... ........ .............. .... ....... . ...... . ........ 18. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS ........... ......... WORK PROGRESSES. . . ....... .. ..... TION OF PERMANENT RIP -RAP PAD SEE SIZE ON GRADING PLAN ........... 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLA ............. . . ...... .............. STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. AND/OR E/S CONTROL DETAILS ...... ............ ................. ....... ....... . ....... �.% ....... . ........... ...... ................... ........ . 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT ---- ......... . ...... ...... �LIMITS OF DISTURBANCE THE SITE HAS BEEN FULLY STABILIZED THEN: ........ ... . ........... .... ROCK CHECK DAMN .. .......... ...................... . ......... ........ ..................... .......... ... .... ...... ...... .. ... .... ::.*.,.,.,.,.,.,.,:.,.,.*.*.*.*:.,.,.....,.�.,.........:: .......... SEE DETAIL E/S DETAIL SHEET ... ..... A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL ........... .......... .......... -AF DEVICES, ............. ...... Min .............. B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND ......... ...... EROSION NOTES 1.1 ........ C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE ...... ............ ..................... INSPECTION AND REPORT. .............. ... .. .......... .................... :, ":*:#:*:#:*:a:g,.o..;;0. .... - %%%%%* .......................... .V.%,.V.V:.V.'.' * .... 1 i .......... N ....... ................... I ... ..... ......... .................. .......................... 0 ........ . ............................................... I ....... ........... NOTE: ..................................................................... ....... ........ Mm DISTURB SEE SHEETS D1-D3 FOR EROSION AND ............. ........ ..... ............ SEDIMENTATION CONTROL DETAILS. SION V.'.'.'.11 ......................... . ...... ................. "q CONTROL DETAILS SHOWN ON SHEET . ..... ....... 0 ARE WAL-MART STANDARD All S. A;� .......................... . ........ . , ...... .......... .. .......... ..... % ... ........... % ........ 0. ........................ ....... ........ . .............. ...... .... ..... . .......... : ............ / ...................... C11 ........... .... ......... I ...... I ........ . ... :,, � ..... ...... -;, ............... ...... I ......... ..... ...... ........... ........... p B Cm A:;� TBM J9 -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. ELEV.= 278.07' .................................. ..... E ............. ........ .... -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST TBM #2 WALMART/SONIC OFF TEXAS HIGHWAY. ENTRANCE TO ELEV.= 273.90'Lb 6; TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POLE LOCATED AT THE EAST SIDE OF THE 0 EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING 0 BAYS. ELEV.= 278.91' C; TBM a -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LONGMIRE DRIVE AND AIRLINE DRIVE. oz ELEV.= 281.52' r, - 6 E 12 ;'-' I, w -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE a- TO & m SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON'S PARKING LOT. L: ELEV.= 281.74' DEVELOPER/OWNER: WAL-MART REAL ESTATE BUSINESS TRUST 2001 SE-10TH STREET BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED "READ TO TERMINATE PERMIT". IS SIGNED BY THE NENT SODDING AND/OR MULCH (IF APPLICABLE) PERMA CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL TIPS TEMPORARY PARKING AND STORAGE PHASE 2 (VII LOC) EROSION SE IMENTATION ONTROL PLAN SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 IN FEET I inch = 60 ft. C 00 :5 z 2 LL- z 4) .10 0 0 .4-J 0 v) CO V) U Lu qj 0 ?s CL 00ed x In ,4" OF .......... JOE GRASSO ................................ 9� **�. x, 73285 6 - 01 69 04 Co cr. Co U9 a& Co 0 0 rz w m mz w 0 . oz w 0 w F= iL< Co =woo IC0 Co �' W a: w MW mco j o 0 C-4 RAV BP CHECKED ick DWE 01109/09 SOALE AS OHOW JOB NCL ooHm SHEEr m7 m __m amm MEOW 2 3 4 5 6 7 9 10 11 22 D E F Lei H K 19 SITE SITE LOCATION MAP 0 El USGS QUoAJDRMGLE MAP JOV. 3�!�.- d:0.20 MILE TO BEE CREEK MBUTARY OFF -SITE RUN-ON ACREAGE SUMMARY OFF -SITE DRAINAGE AREA ACRES AVERAGE MAXIMUM COVER** SLOPE SLOPE TYPE AREA I 18.30 I 3.OX I S.Ox I PAVEMENT I *IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. **STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED. PAVED. ROCKED. ETC. ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 23.24 ON -SITE DISTURBED AREA 23.24 OFF -SITE DISTURBED AREA 2.13 TOTAL DISTURBED AREA (MUST MATCH 11 26 IMPERVIOUS AREA AT COMPI ETION 17.31 PERVIOUS/SEEDED AREA AT COMPLETION 5.93 12 13 14 15 1 6 17 18 19 20 21 BMP MAINTENANCE EROSION NOTES GENERAL EROSION AND SEDIMENT CONTROL NOTES ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN OFF -SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAWs DISPOSAL SITE NAM BORROW SITE ADDRE$Ss DISPOSAL SITE ADDRESSs BORROW SITE PERMIT HOLDERs DISPOSAL SIITE PERMIT HOLDERs BORROW SITE PERMIT NOx DISPOSAL SIITE PERMIT NOj BORROW SITE PERMITTING AGENCYt DISPOSAL SITE PERMITTING AGENCYs A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS , AND IN THE STORM WATER POLLU11ON PREVENTION PLAN, SHALL BE DRAWING (-SITE MAP-), THE STANDARD DETAILS, SPECIFICATIONS MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED SECTION 02370 (-SWPPP-), PLUS THE PERMIT AND ALL FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM REPAIRED IN ACCORDANCE WITH THE FOLLOWING: WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED PERMIT (NPDES PERMIT) AND BECOME FAMILIAR OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. WITH THEIR CONTENTS. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED. WATERED, C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY AND RESEEDED AS NEEDED. THE SW`PPP ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE . AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SO4L FILL AND SPOIL MATERIALS ONLY. ALL PHASES OF CONSTRUCTION. IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES 3) CONTRACTOR SHALL STATE -NOT REQUIRED FOR THIS PROJECT- IF ONE OR BOTH ARE NOT REQUIRED WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. FOR PROECT. D. BEST MANAGEMENT PRACTICES (BI AND CONTROLS SHAH CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADD17IONAL CONTROLS AS DIRECTED WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC BY PERMITTING AGENCY OR OWNER. RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE :7, C) LIMITS OF DISTURBAN LIMITS OF DISTURBAN jjj ........... .............. 1 Jj t Jj __4 .... MEN w I its CONSTRUCTION EXITS AS CONDITIONS DEMAND. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONSTRUCTION ACIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY MUST BE MAINTAINED ON SITE AT ALL TIMES. REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. F. CONTRACTOR SHALL MINIMIZE CLEARING DISTURBANCE TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT DESIGN CAPACITY HAS BEEN REDUCED BY 50X MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM, SILT FENCE OR TRIANGULAR DEBRIS. ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC STREET SILT FENCE ON DOWNSTREAM SIDES IN COMPLIANCE WITH 02370 SPECIFICATION SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. "EROSION AND SEDIMENTATION CONTROL'. 8. AH AREA INLETS PROTECTED IN ROUTES WHERE TRAFFIC WILL BE ALLOWED TO H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT HAVE ACCESS & WHERE SEVERAL DIFFERENT TYPES OF BMP I 5-QPTIONS ARE SHOWN, CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SHALL HAVE ADJUSTMENTS MADE IF APPROPRIATE. USE THE IIIP4 FILTER SACK AT E VEHICLES To PASS brVER INLETS. USE THE 41L TIM S AND WHEN NEEDED TO ALLO 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS (FT)FIBER FLOCCULENT TUBES ND/OR IP1 OR TRIANGULAR SILT FENCE BMP'S MEN SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND TEMPORARY FENCING IS IN PLACE AND I WHEN CONDITIONS DICTATE THERE USE. WHEN SUCH MEASURES ARE USED ABOVE GRADE, MARK BMP'S WITH LIGHTED CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS. BARRICADES FOR PROTECTION. 9. TEMPORARY SOIL STOCKPILES SHALL BE LINED AND COMPLETELY J. DUST ON THE SITE SHALL BE CONTROLLED THE USE OF MOTOR OILS AND COVERED WITH 6 MIL. POLY MINIMALLY. PROTECT STOCKPILED SOILS OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION DAILY FROM RAIN AND WIND EVENTS UNTIL SOIL IS REMOVED FROM OPERATiONS IS PROHIBITED. SITE. RUNOFF FROM STOCKPILE AREAS SHALL BE DIRECTED TO INSTALLED BMP'S AS NECESSARY. K. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL ' BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM 10. IF INSTALLED BMP S DO NOT ADEQUATELY REMOVE THE TOTAL ......... ................... 0 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DA71NG THE APPUCABLE AC71MTIES AS PROI PROMESSES. LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMINATER SUSPENDED SOLIDS FROM STORMWATER THAT LEAVES THE PERMITTED ............. 2) TIME SCHEDULE MUST COINCIDE NTH SEQUENCE OF CONSTRUCTION. DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. LIMITS OF DISTURBANCE AND IS DISCOLORED, CONTAINS SOIL ............ jt--ij -ij- ........................ MITS OF DISTURBANCE ................ ...................... ........... PARTICLES (SEDIMENT), THE STORMWATER MUST BE TREATED TO ED SOLIDS TO A LEVEL THAT IS EQUAL TO L. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVEN71ON STORMWATER THAT IS COMING ONTO THE SITE. .......... j 11 PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 21� . .................... .. ... i� jj -'S�L( ............. . .......... ... ............. ........ ............... ..... .............. . ........... ...................... . A ........ THE ADDITION OF FLOCCULENT WILL NEED TO BE ADDED TO ALLOW ...... .......... JJ::- - ...... ............ ........ M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, THE SEDIMENT TO DROP OUT OF THE STORMWATER. THE FLOCCULENT 5D ji-i jj 11 z. MUST BE STABILIZED TEMPORARILY NTH THE USE OF FAST -GERMINATING USED SHOULD BE SOIL FIX LDP OR AN APPROVED EQUAL. THE SOIL ................. LIMITS OF DISTURBAN ... ...... ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIX FLOCCULENT CAN BE PURCHASED FROM EARTHKEEPERS EROSION ...................... Off 2 tij j -Jj::� ii FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. SEDIMENT CONTROL, LLC, 512-970-3995. ...... JJ7,jj- ............... N. DISTURBED PORTIONS OF THE SITE WERE CONSTRUCTION ACTIVITY HAS IF FLOCCULENT NEEDS TO BE ADDED TO ACHIEVE COMPLIANCE. THE ......... i ." :, - ................ . ............. ............ ........ -lj-jjL-' ....... ..... *.'.*.*.*.,.'.*.*.,.,.,:.*.'.'.,.,.*.,.,:� ....... PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON FLOCCULENT WILL BE ADDED TO THE STORMWATER PRIOR TO �Ll�, o� i jj tw .................... 7,,4, .. .......................... THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR ENTERING THE SEDIMENT BASIN AT THE UPSTREAM JUNCTION BOX jj:, ...... .... VEGETATED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION WERE THE 4'X6' BOX CULVERT AND THE .3-48s PIPE CONVERGE. THE .......... .............. ..... jj=jj I`AL�, 25 CE AC11VITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN LIQUID FLOCCULENT WILL BE DRIPPED INTO THE FLOW DURING THE ............ AND/OR LANDSCAPE PLAN. STORM EVENT. ADDITIONAL INFORMATION AND APPLICATION QUESTIONS ... . ...... ................ ........ ..... ... ...... TINS CAN BE FORWARDED TO EARTHKEEPERS ........ .. ........ . ........ EROSION & SEDIMENT CONTROL, LLC 512-970-3995, FD 0. IF THE ACTION OF VEHICLES TRAVELING OVER THE STONE CONSTRUCTION ................ ......... ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT SALLYGEARTHKEEPERSC.COM IJ:f ........... THE APPLICATION RATE SHALL BE AS FOLLOWS: OR MUD. THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER 40p ..... . . ...... . ........ 4j:, ji::� A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO I?j INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS J� :f� fF QR~ ....... NPRI CARRIED OFF THE SITE. ONLY USE INGRES ................ Tw S/EGRESS LOCATIONS AS PROVIDED. UK DUCT WILL TREAT UP TO 500,000 GALLONS ....... 11 lWe D611ff"R81K, OF SEDIMENT LACED WATER. THE ENTIRE FIVE GALLON CONTAINER .......... P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES GAM BASKE! - , - , I -_ SHOULD TREAT 2.5 MILLION GAILI DNS. THE SOIL FIX PRODUCT SHOULD AS I .......... wAuft IN Tim PK %am a 7W OF RM GAML ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SUNLIGHT. THE STORAGE HANDLING INSTRUCTIONS ARE ON THE BE STORED IN AN AREA THAT IS COOL, DRY AND HAS LITTLE CONTAINER. CONTRACTOR WILL NEED TO DETERMINE HOW MUCH WATER IS & INE ICIP OF THE FW: Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ... ........... SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE ...... ..... THE wr= I im rdsm COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH ENTERING THE POND AT THE JUNCTION BOX. THE FLOCCULENT CAN .. ........ ...... WE IS SHAU. MATCH LITI ag w BE ADDED BY PLACING ONE SMALL HOLE ON THE TOP PART OF THE RVALML N ...... jj POSITE SIDE FROM THE CONTAINER CAP. USE It: ... ' 4W . ....... .......... R. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO .......... DIMENTATION THROUGH IMPLEMENTATION OF BEST APPLYING, LOOSEN THE CAP TO VENTILATE. ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL NEED TO BE AGITATED VERY MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT av WELL DURING APPLICATION. ..... .. 761h N9.00 REQUIREMENTS. jj!4- IF THE STORM EVENT HAPPENS AND THE CONTRACTOR MISSES THE 9053 S. DISTURBED SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE OPPORTUNITY TO ADD FLOCCUIENT DURING THE STORM EVENT. jj jj ..... . - - - ------------- 'JJ= GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. FLOCCUI ENT CAN BE ADDED DIRECTLY TO THE POND AS SHOW BELOW. ±0.20 MILE TO T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, ii - ii ij - ii ill ii --I iiz� ij SB .......... ij - ij::j ji - ji - A - ji - ii __ 11:711 1 ....... BEE CREEK TRIBUTARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION TO APPLY, WE RECOMMEND PLACING THREE SMALL HOLES ON THE jf�jj _fjj jj J_i lit il ji ji ji ji -.1i t i jj TOP PART OF THE CONTAINER ON THE OPPOSITE SIDE FROM THE AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. . ..... MITS OFL'DISTURBANCE AND POLLUTANT DISCHARGE. CONTAINER CAP. USE AN ICE PICK TO PLACE THE HOLES IN THE CONTAINER. PRIOR TO APPLYING, LOOSEN THE CAP TO VENTILATE. U41TS OF ji __?jj ji ji ij i �i ji ji ii U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. "ij ij,- io--� ii - ii::j ii ii - i - ij ji --I JJ Ij ALLOW THE PRODUCT TO DRIP INTO THE WATER. THE WATER WILL DISTURBANCE-7, GAM ROCK HM ii ji ij V. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SiTE MAPS, NEED TO BE AGITATED VERY WELL DURING APPLICATION. AGITATION ....... WIH 2-3113V WTIRIMS Lj - Ij J1 JI jj ji li jj ji 111 j�j.:5 ......... INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY CAN BE DONE USING A TROLLING MOTOR. DRIP THE SOIL FIX INTO J, Z:zz I PIPE NTH SKMMIR 273 ...... AND MATERIAL STORAGE. THE SEDIMENT WATER THROUGHOUT THE POND. I - ii - jit jj il - ji - ii --' jj ji jj t ji SWdMRL 70P OF ROCI( W. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM ij jj jj JI 267.00 & 1W TOP OF 1W ....... 26M THE DOTIOM OF ij ii Ili - j.1:t ij- ...... 603 FT -OFF SAMPLING/MONITORING SITE FEATURES RM PIPE IS M77 AM X. REFER TO 02370 SPECIFICATION FOR RUN ji - ji - ii - ji ji - ii Dom TRCU REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. R=W_ Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH BOUNDARY LINE ii ii i ji jj:f ii �_ ii ij _- ii::� ii - jj ii`,Z� ji EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY FD ....... PROPOSED BUILDING FOOTPRINT OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. ii ii i)l jj::-, jj --i ij z;73i --j jj :7,' jj --I ji ii CONSTRUCTION FENCE t-X- -X- =jjj jj BEST MANAGEMENT ERACTKN OVERALL LIMITS OF DISTURBANCE NOTE. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING. LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S AK P3 F �j jj:�� Tj 11 ji AREA, FUEL AND MATERIAL STORAGE CONTAINERS. SOLID WASTE CONTAINERS, ETC., CONTOUR ELEVAT71ONS op, MMER IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION EXISTING STORM DRAIN ii - ji - jj - jj - AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION, NOTE ALL PROPOSED STORM DRAIN ii ill t jj:� J.1 :� jj JJ =i_ i AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE I AS REFERENCED ON PHASE I E/S CONTROL PLAN / SITE MAP ES-1 ::j ji ji - ji - ij nj ]:V., 4,V jj JJ jj�t jj JJ JJ t JJ ji 1.1 ji ii ii III TiON OF OVERLAND FLOW W/ GRADE TION EXIT(S) AND SWPPP` ENTRANCE SIGN. 1.00% DIREc 1. INSTALL STABILIZED CONSTRUC j 2. INSTALL SILT FENCEI ON THE SITE (CLEAR/DISTURB ONLY THOSE AREAS j jj Ij J)�::� tj i f ii ii - ji - ii ii ::j ii NECESSARY TO INSTALL SILT FENCE). DIRECTION OVERLAND FLOW . PREPARE TEMPORARY PARKING AND STORAGE AREA. 7,77, / / j I 'k LIMITS OF DRAINAGE SUB BASIN 4. INSTALL INLET PROTECTION ON ALL EXISTING INLETS WITHIN THE LIMITS OF IE DISTURBANCE. TING DE NTION POND) _G _', 10 \ PHASE IL -j S TRY 5. CONSTRUCT OUTLET STRUCTURE IN SEDIMENT BASIN (EXIS TE LIMITS OF CONSTRUCTION (SE- Axj ji ji t Ji t) AND BAFFLE FENCE WITH APPROPRIATE OUTFALL STRUCTURES (CLEAR/STRIP ONLY TO INSTALL GABION, RISER, AND TRAPS). 0 I jj _"Ij jj jj irj V L N PLAN FOR ACTIATIES TO OCCUR WITHIN - LOT 4R jj::j jj jj::j j3,::j.jj 'I ii jit ii ii JA ij j N il t\ii t li ii jj jj::� jj ::j ji ::j jj al art,*,,.b goo ^___�MITS OF DISTURBANCE =;Ij-jj-jj-jj- Ji J jj::� �gjj STORE # 1150 14", , !,- jj MITS OF DISTURBANCE C-195-SCL-OL EXI�S h. kc W/GARDEN CENTER S.F. -138,419 t ;" 6. INSTALL TREE PROTECTION AS SHOWN ON E/S PLAN SHEET ES1. HALT ALL ACIMM AND OONTAVr IIHE CEO TO PERF INSPEITIM AND C9tVM1M OF BMP& GEMAL =MA= SHAM SMM AM ALL OMMIS W= ON 7W BW CUMMIIIII FORM M11= K ADDW 70 1HE RIST DALY IMIORT AS A DOMEWY Olt DEPIII AM FEEKLVED WIHIN 24 HOILM OWS CAN NOT BE CERNM IF ANY EXCEP11111ON Emil _11011 4MIM 7HAN 244111 TO RESOLW_ DALY INSIPECTIONS NO ROMORM ILIISM IM SVFPF MANAOBIDff TM MIAIT STMT W DAY CF OR IMMMIMY AFIER BMIP CEffff=WK p jj= PHASE 11 AS REFERENCED ON PHASE 11 E/S CONTROL PLAN / SITE MAP ES-2 THRU E-8 POPOSED S.F.-200,267, PHASE I THROUGH VIll LOCATIONS SHOWN ON PHASE 11 E/S CONTROL ' 40 % n n A N /A\ Lr_-�A k-,-D 0 NOTE: /SEE SHEETS D1 -D3 FOR EROSION AND SEDIMENTATION CONTROL DETAI ER LS L DETAILS SHOWN ON THI� E CONTRO D D�3 S. ARE WAL-M R 7 IL P BENCHmmcjiii�,: TBM ifl -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE NORTHEAST CORNER OF CHURCH'S CHICKEN, IN THE WALMART PARKING LOT. ELEV.= 278.07' TBM #2 -RAILROAD SPIKE SET IN NORTH FACE OF A POWER POLE LOCATED AT THE NORTHEAST < ENTRANCE TO WALMART/SONIC OFF TEXAS HIGHWAY. .G El FV.= 273.90' 31: 2 a, TBM #3 -RAILROAD SPIKE SET IN WEST FACE OF A POWER POI E LOCATED AT THE EAST SIDE OF THE EASTERLY MOST REAR ENTRANCE TO WALMART OFF BROTHER'S BLVD., SOUTH OF THE WALMART RECEIVING 0 BAY& ELEV.= 278.91' C; TBM #I -RAILROAD SPIKE SET IN EAST FACE OF A POWER POLE LOCATED AT THE SOUTHWEST CORNER OF THE INTERSEC71ON OF LONGMIRE DRIVE AND AIRLINE DRIVE. 0 z ELEV.= 281.52' -6 E a: w - -SQUARE CUT ON THE SOUTH SIDE OF A CONCRETE UGHT POI E BASE LOCATED NEAR THE 02 TBM #§ SOUTHWEST CORNER OF SCHLOTZSKYS DELI IN THE ALBERTSON'S PARKING LOT. (p w 0 ELEV.= 281.7,V DISTU' OF ME lip GARDEN CENTER S.F.--9,46 2 PLAN / SITE MAP SHALL MINIMALLY INCLUDED THE INSTALLATION OF 'S AS SHOWN AND DOWN GRADIENT AND ADJACENT TO CONTROLS/BMP PROPOSED PHASES OF WORK PRIOR TO ANY WORK IN THAT PHASE. . . ........ 'E N TE WA4-IVIART, STORAGE, GARDEN DISI THE CONTROLS AND MEASURES SHALL INCLUDE MAT IS SHOWN ON LIMITS CE irr P3 rURBAJN THE SITE MAP FOR EACH PHASE OF WORK AND THE STABILIZATION AN�) RETAIL I OF EACH LOCATION AS THE WORK PROGRESSES ACROSS THAT LOCATION. SEQUENCE OF CONSTRUCTION SHALL INCLUDE THE .7 F. F. E. 0 1P FOLLOWING: ------ --- 1. TREE PROTECTION INSTALLATION AROUND TREES TO BE SAVED. 2. MOVE/INSTALL STABILIZED CONSTRUCTION EXIT AT OR NEAR PHASE LOCATION TO PREVENT TRACKING ACROSS THE SITE. 3. INSTALL, ADJUST AND/OR ADD ADDITIONAL BMP MEASURES DOWN RADIANT AND ADJACENT TO GROUND DISTURBING ACTIVITIES. WHEN ADDITIONAL MEASURES ARE INSTALLED AT GROUND LEVEL OR ABOVE IN PAVEMENT AREAS AND WHERE TRAFFIC HAS ACCESS. THESE MEASURES SHALL BE MARKED AND PROTECTED BY THE USE OF FT, 111 2 PONC. RAMP . ... 1 LIGHTED BARRICADES THESE ADDITIONAL MEASURES (WHEN INSTALLED ............ ............ ................. ...... ............... ... .............. ....................... ................... .. ..... ... ............... .............. ............ .... ....... , , 1111 , ............... ......... ......... .................... .... . ..... ........ I ....................................... ........ ............. ... ........... ........................... ............. ........ ..................... .......... ................... ...... ....... . ................................... ...... ..... ................ ....... . ..................... .-w ................. ........................... ....................................... ...... ...................... ......... . ......... .\ ................ ............. .... 239. ............ . ....... ..................... ..................... ............ . ........ ...... ... ........... ........ ...... ..................... . . . . . . . .......... ......... ... ... ..... . ...... ...... % . ............ -7 .. ..................................... ... . . ....... ...... .......... ................. ............. . ..... .. ........ .... 4�j . .... .. ............... ................... .. ...... ................................ v . ......... ........... ....... ............................................. * ......... ....... ............... ....... or ALV . .. .... ........... , .... . 4 . U 110 0. THAT COULD INTERRUPT TRAFFIC FLOWS IN PARKING AND DRIVE mom, V_ 100 AREAS) SHALL ONLY BE INSTALLED WHEN A WEATHER CONDITION OR EVENT IS PREDICTED OR IMMANENT. 4. INSTALL TEMPORARY FENCING TO SECURE PHASE LOCATION. ....... Ile 5. BEGIN TREE REMOVAL AND/OR RELOCATION AND STRIPING AREAS ..... AS NECESSARY FOR THAT PHASE OF WORK. 6. BEGIN DEMOLITION OF PAVEMENT SECTIONS AND STRUCTURES AS .. ............... Iq� REQUIRED. 7. BEGIN UTILITY AND STORM SEWER RELOCATION'S AND INSTALLATIONS. 8. BEGIN PAVEMENT SECTION RESTORATION AS UTILITY INSTALLATION PROGRESSES. 9. START CONSTRUCTION OF BUILDING PAD, ALONG WITH NECESSARY .... .... DEMOLITION. M DISTURBANCE I I" - 10. BEGIN GRADE ADJUSTMENT IN PAVEMENT AREAS AND INSTALL PAVEMENT SECTIONS. 11. BEGIN INSTALLATION OF ON SITE DETENTION POND. 'T' 12. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 13. INSTALL R P RAP AROUND OUTLET STRUCTURES AS EACH OUTLET zo. .... IS INSTALLED. 14. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH rill INLET STRUCTURE IS INSTALLED. 15. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT oo� TO FINAL GRADE. 16. PREPARE SITE FOR PAVING. 17. PAVE SITE. 18. INSTALL APPROPRIATE INLET PROTECTION DEVISES FOR PAVED AREAS AS WORK PROGRESSES. 19. COMPLETE LANDSCAPE INSTALLATIONS AND INSTALLA11ON OF PERMANENT -, z 1 STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. MITS OF DISTURBANCE 20. OBTAIN CONCURRENCE WITH THE WAL-MART CONSTRUCTION MANAGER THAT I THE SITE HAS BEEN FULLY STABILIZED THEN: A. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS, AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC NOT SITE INSPECTION AND REPORT. 21. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT, MARKED "READ TO TERMINATE PERI IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE SWPPP MANAGEMENT TOOL. DEVEL R: -MART REAL ESTATE BUSINESS TRUST WAL BENTONVILLE, AR 72716 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT: NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. EACH PHASE LOCATION AREA): J= jyj Vm Loc pHA EROSION DETAILS ROCK PIPE OUTLET PROTECTION SEE DETAIL E/S DETAIL SHEET a WWI TEMPORARY STONE CONSTRUCTION EXIT SEE DETAIL E DETAIL SHEET /S INSTALL SILT FENCE SEE DETAIL E/S DETAIL SHEET -T.S.F.- TRIANGU SEE DETAIL E/S DETAIL SHEET INSTALL BAFFLE FENCE SEE DETAIL E/S DETAIL SHEET viBF� SWPPP INFORMATION SIGN 0 8 INSTALL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET SEE DETAIL E/S DETAIL SHEET FILTER DIKE CURB INLET PROTECTION SEE DETAIL E/S DETAIL SHEET GRAVEL CURB INLET SEDIMENT FILTER SEE DETAIL E/S DETAIL SHEET FIBER FLOCCULENT TUBE 0 SEE DETAIL E/S DETAIL SHEET R EVIE WED FOR PERMANENT EROSION CONTROL BLANK Com ILIANCE Mm i(�BLS� SEE DETAIL E/S DETAIL SHEET TEMPORARY SEDIMENT BASIN UtIlAIL ZMLI JUL 0 7 Z009 cohhsl TREE PROTECTION FENCE SEE DETAIL E/S DETAIL SHEET RIP -RAP PAD SEE SIZE ON GRADING PLAN AND/OR E/S CONTROL DETAILS SEE DETAIL E/S DETAIL SHEET EROSION NOTES �K S PERMANENT SODDING AND/OR MULCH (IF APPLICABLE) UMLC TPS TEMPORARY PARKING AND STORAGE PHASE 2 (Vill LOC) E OSION SEDIMENTATION ONTROL PLAN I SITE MAP GRAPHIC SCALE 60 0 30 60 120 240 IN FEET I inch = 60 ft. r C%4 Co z Ln 99 x 2 C, z 2 CN 0 CO Ln 1A < C**4 Lu Cie U U- = Ln C) 0 x 2f 4-J tA ) F RA O.F . .. ....... 73201 6- - I � - Co Co 0 U) Co U3 0 0 m m w w 0 uj 0. cr) Co iE tic 0 uj 0 C) 0 C#4 DRAWN BP CHECKED ick DA71E 01/00/00 SCAM AS MKM JOB NIX ooHm 81EET =8 1M OF 73 111HIMM 0 3 0 6 7 r. l o ,' 01 Ns' dool L3 8 I 9 2" IRON PIPE _ FOUND 224.99' -Tr (�.3F RR') 10 11 12 HKI 14 15 I 16 I 17 I 18 0 C G J M g Zia 6a �6 2 N62 ' i Nc4r83 \\23)) .po �? \ V C' ?� � l \ GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. ?✓� �� � s� d 9�9.��-yam FL=264.9' f FL= Vr M 00 � 0 M 4 IL N 0 e r to V p r..� W la 4-Jr C i S b Co C LL- 00 h o Vf c� H � C J Q DRAWN DRAWN BP CHEOM ich DATE 009/0 SCALE r-w JOB Na 00HIZ SHEET 2 OF 73 SEMS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 �L3 — _ �,1 88755!WE 118.76' 000 � 1 0 ■ Ic E / \ p ❑E ❑E ❑E OE ❑E--t-- ❑ r\ \ 000 r 2/ o Apr �/ p/� � I ► ►•a F � l�ti �� v `'., � � 'vv ��� .0 / p I o of\\ ♦F3�\�\\� 40, ul p / /v v p ♦ �> v v WE F fill / / "� � \\ tic � � � r � Sb� _ t`,� <, ` _, \ \ o ♦'� AA �' � , 60 / w RA• a' gLPN A \ x G U E : ABAN TO N PLACE S�j >O / �9� ,• �/ A M # 8 �0= A Sb vvv �6A�69 v 1 1 ' .26 9 D 2,R,f \ \ 5_`. '�3�L! �. 9053 / WATER D NES MW# 11 +I \ ABI�ND P�IN / \ h IW# 7 \ j CON 4L \ \ \ <:.- JAI ° � UN <j \ \ / 1NLET�IN ' j)GS I \ \ O \ 2 <\ \A \ SEE I , STOR PLAN. ROR 16 FL IN- 0,, V �� // _-i, --- _- ------ FL 0 �� AND RATER LINE RONT d� // _ W ATER N ABAND T �r N TO BE "Row 8" '' I} \,� (s \ AS ONES. - - E \R 1 A L /O �'„ \\ / •�j ° �� <. f' - W I "CROSSWALK" .� "ROW 3" � >>. �' t .�` BE REMO ROW 2 "ROW 4" W R 6 t _ ' _' .t' t _ • .' / z'S,, .ry -a rflgSnN IN WEST y— . B E B 'G ".s \ P 4 6 B L T TIE 1 •s ,� �,,' , . _,. e � w _ -_ _ ..._ :k / st SHEET. ev ,.• v° <: ;: _., ., : � ^' ,, AiSs`S7 _ _ ROW 9 "STOP \ •A, ,., : � - "CROSSWAL _ � \ / / \ S RJ 7c r. r------ -- FL=265-------- -- -- FL=264.7' :.. f 1 LINE TO E 0 PTO P ROI OSSEE whur arts„`. ..s : Ra T ` :%r. ;sa' •. '.y. :,, ..:, 4I%'� —_ -- — �V' E\ ,t �t P• � \ \\ •Y 66.0' / / R. ° hi Un .'�6, v a. , ` �,. I _ "CROSSWALK" / / / / / / C •<.,, . ,. \ •-° j \ yP-, '' .. ,-:• �.� I /GARDEN CE Rul / \'' I ALL UTILITIES LOCATED WITHIN THE PROPOSED EXPANSION AREA ARE TO '1�W# 4 BE REMOVED. UTILITIES INCLUDE BUT NOT LIMITED TO GAS. ELECTRIC. FL /-► w / / / / STORM WATER WASTEWATER AND o Q = O 'i : • A ti ti� s- / k WATER LINES. / / / FL=2S4\1 Lo or, FOE FOVER ONE STORY CONCRETE BUILDING / / / { FL=264.5'267 269 FL F.F.E.=274.60 NE TO BE REMOVED I / / / Q 269 QJ FL=263.0' \ / • !o 'O / ; '' 55' ROPOSED TIE IN LOCATION ,r x 271— FL=264.6' ?� \ I EXISTING r \ 8, ' / / �� �• / / I o 37.9' M # 15 WAL-MART FLU 262. ''`• / o r - �,y / / O R�(E 2�$ Z ELECTRIC G TRANSFORMER TO BE REMOVED J ------------------ I I / / '"� /: �a, \ / , • ? f %' > �Z REMOVE EXISTING STORM SEWER INLET AND. I '' ELECTRIC LINE TO ASSOCIATED \ PIPING. 9 i N �, BE REMOVED ' ' /� yam,, 2j��a %, / G -'S .�_'s� • 4. ,. C',�02 < L 11 :y \ e 1 v FS ( c� �00."V O. 2 0 / , EMOVE GRXTE INLET \ o y REMOVE WASTEWATER �� w T D STORM PIKE TO ,.�;.. ,ti._ .. �. , r...:z:,..•x .z.., .., �.. 2� N <<- LINE AND MANHOLE UP a i / INLET Est (2) ONC. RAMP; FYa� A 3 ! y% TO EXISTING CLEANOUT ?P — — — — — — — — — — c.tiz LAD DOCKS .• �`+ i IQ GREASE TRAP TO REMAIN. o. , �> :ry; fi; .'s;,r;. t% ' + S - l w 1 ti Oki?jj V w \ l ry CNN / t ' WATER LINE TO REVIEWED FIRE HYDRANT TO BEBE REMOVED \�� �� '= RE b I EWE C� FOR WASTEWATER RELOCATED (SEE UTiu \ IC E TO B \�. /' /O 'G ®� `.• i C E T TO BE REMOVED PLAN FOR LOCATION � 6 CTR LINE \ \ o "" >� 2 OVED ABANDONED \ \ V " / ! WATER LINE TO REMAIN CTRIC UN TO BE REMOVED \ T t FROM PROPOSED TIE IN T THE PR /E)gSTING 4z i �> / oti TO LONGMIRE DRIVE. PED AL LOCA DNS. SEE VP \®�iI1VC A O%li 44 / / SEE unuTY PLAN Urmn i AU LOCAMI 100 ,� T \ ELECTRIC, WA qND TELEPHONE LINES ?c9 0 ° S ��/� \� ��j TO REMAIN IN THISA. COORDINATE VP \ LEGEND 2 AND/OR MODIFY EXI\STit�� SERVICES THAT .,,�_,.., ARE TO REMAIN. ELECTRICAL AND TELEPHONE PEDESTALS AND NES SHALL BE LOWERED, ALTERED AND'REPLACED ` -"- %,. UTILITY LINES TO BE ABANDONED IN PLACE. FILLED WITH GROUT AND v / TO ACHIEVE NEW GRADES AND TINS GAS LINE BE C, ° PLUGGED AND/OR REMOVED DURING CONSTRUCTION. THE PROPOSED UTILITY \ , \ REQUIRED BY UTILITY COMPANIES. IN PLACE � � LINES MUST BE TESTED, INSPECTED, ACCEPTED BY UTILITY PROVIDER AND NEW SERVICES PROVIDED (UNLESS OTHERWISE APPROVED BY WAL-MART \ ` / O -�-" l CONSTRUCTION MANAGER OR ENGINEER PRIOR TO ABANDONMENT OF THE ° MW# I EXISTING UTILITIES. \ y ` poNrF\ MW# 12 1 / NOTESco / cv c \ " 0+11, I. EXISTING MONITOR WELL LOCATIONS SHALL BE PLUGED PRIOR TO ANY EXCAVATIONS WITHIN 15 FEET OF THE WELL. PROPOSED UTILITY AND OTHER EXCAVATIONS OR PROPOSED WORK WHICH ENCOUNTERS PLUGED \ WELL WHICH HAS BEEN PLUGED IN ACCORDANCE WITH RULE 76.1004 AS MENTIONED BELOW, SHALL CUT OFF ENCOUNTER CASING AND/OR CEMENTED WELL 8" BELOW PROPOSED WORK. / \ :_ : ` C9 / M 2. CONTRACTOR SHALL PLUG THE 15 EXISTING MONITOR WELLS ON SITE. / �Q M ALL WELLS ON SITE SHALL BE PLUGED BY A LICENSED WELL DRILLER IN ACCORDANCE WITH TEXAS ADMIN. CODE, TITLE 16 ECONOMIC REG. \ `� �\ ^')' Ay� PART 4, CHAPTER 76. RULE 76.1004 AND SUBMIT A STATE OF TEXAS \ . �s GAS �� ~ :, 5 PLUGGING REPORT. THE REPORT SHALL BE SIGNED AND SUBMITTED / ti" \ \ I MW# I g TO TDLR AND ANY OTHER AUTHORITY REQUIRING A COPY OF REPORT / s AND SHALL SUBMIT A COPY TO WALMART CONSTRUCTION MANAGER B, I { ,^? "1 / AND ENGINEER AS PROOF OF THE PLUGGING OF EACH WELL. / �\ �F�q { { •�A'? MONITOR WELL DEPTH:-;_ ,I,� E MW# 1 40' MW# 10 35' ° Yy" MW# 2 35' MW# II 35' � .�,. �,`s. ♦ cry \ sT �I 0. MW# 3 30' MW# 12 40' 14 \ N, ; o Lv Lo MW# 4 35, MW# 13 40' ::: � C� Lp MW# 5 40' MW# 14 40' MW# 6 35' MW# 15 35' \ 3 0 MW# 8 30' b Z .. 3. SEE DEMOLITION PLAN, UTILITY PLAN, STORM SEWER PLAN AND GRADING oYv E a a 9 PLAN FOR ADDITIONAL INFORMATIONq\ cm� = EXISTING MONITOR WELL LOCATIONS SEE NOTES THIS SHEET WHERE UTILITIES ARE SHOWN TO BE REMOVED, THEY MAY BE ABANDONED IN PLACE WHERE APPLICABLE AND NOT IN CONFLICT WITH PROPOSED NEW WORK AND WITH THE EXCEPTION OF THE AREAS IN THE PROPOSED BUILDING EXPANSION. UTILITY 1% AN ONM NT PLAN GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. • O V C N IN d z M � � S _ � r O 0 ._ N 0 th Q IA coo � QLn Ln N C3LLJ r $ La I h v 4.1 C V m � LLL. O 0O M N X w C Q /* *% .• ............ JOE GRASSO ........... 3.......:....� •7285 • �♦ N vow U9 O 0 U �z co 0 mum m z w W w W W 0 oc 0. 0 m 100 Lu o Q 0 J —J —J p �C 0 Q o �N RAW ep CFEa1ED ick IWE ovoo/m am T■W JOB Na WHIM r V 0 c N 00 Ln z 4-Jo Z 'U o O N o CO C1C Q LA r r' w" •• oG 4-J c a� = s � o Vm �c � O�co 0 � toto I X c • :4-J th Q /_ =i1 • .........:.1 i JOE GRASSO �....�...73285 • N a Q ap5 w 49 U ;m O O aC • w Um m zlob w Uz a- ru ww w O ac F.- O F. mm �w tEo Q O w �J�m QO Qo (� N DRAWN BP M i•M\W JO DAZE ovoo/09 SCALE T-6Q' JOB Na oomm IN SHEET OF M MM \ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • ► ►' ► 1L3 F0U2" IRON PIPE N0 b88'5 04 E 118.76 �� g• \ QE ❑E ❑E N OE ❑ E Q E Q DE A'ft N� O� Ul of D g o % C►1 1 Ul•"I A:: 9043 e'j vv a A vv v \ qCS I q 9042 (/ I � \ / FATS s A k `t A D ROD i' lu co)1 r qR 'ie I `' � y`x. ,; x"a' ,, s+-e.''aI '� "€I <;C,;a\ xr_'' _�;' i�`+C - s• � �l`�--'''it � -`` `\'..-� \\ 68. D o O4w i�+ �/P ' Z � y°�O+1' \ \ •fs+ +T A/O°O I i J FI q s A I w` 9 6 ��`M �FS r SOp+ :� TOq,, \ \ OY�� `,"r �a �`• � r ,.,.. va; / - wr`ry ��\ �'a ` I A •;w, �R�'e 1k-F D '�y ' � , A A� `✓''_%r".� °�t�s. r .rl .5, \ I 9064 2 \\ D• 1 a ' stL :'�',dr.+` , K ice{,. ";s� , w ; t• - ry L, r r- t• & A 191')2�; , � O v, ,, \` . _ ,', .. .. . ,.", ^ '"" •.. /�" �` era dr'�.: ».. •c,. ,� �,\ ,� `S \. , r • �a 9(1151 A 905 ON- 0 µ \ w wt , -; :>. wl I A 9066 1 r •h > D T �4 h e � o w _ T 4 i' t Y I t w Y . .r r , a - � T �• % S [• 90 v- � •9 F v • a r _ 9071 .,. t✓'.. S6: '4 � , - „ . A 'Lm.. .., ,. ., ,. :. .. _ F .. at .. o .. .. f .. ,. .:.. .. :.. v. .cs.. ..^ -. w.. `'?,. "!" 4- .. .. , ,....." :..-. .»..... n ,.. .. . ..r .� . r - - .fix• F a .. .. -,9 .. , aw. �A �.�.. �,,s .. 4. n " e5 h Fx^ a •� � S S tiv I 9 a �' •:a• � .m lx 1 4 v S 3 �1 - 4J v., � A .r- , _ F , 8 ` , 9 A a F ti , A O - F '•r. /Y S , • .r , .. .>r w .. .��. , , , ., N � _.... • . 33.6 � 66.0 B 109.6 ,� , ��'•. z „�, �:: . Y / _ >�, r�,. �:,x.. ,, , �, �, .0 01 � � .�..f / / ��.s . r CULVER < _:. O °2 q E IGNS A 168.1' /� / / cF sg ✓ /y O w>. G� �' + .r - . � • <r� �. � -�. :�'; BRICK WALL 'Si h s s ems:' COV'D C < T 1 r.. ESUBDIWSIONP <:: ;. A .F, z o o 9 l 0. 1LLEY SECTION 1 F T �:�;� � �. ;� 0 PG. 583 9059 B.C.T. ..: — Y - \ O,Q B 'P. ' , m /. y 44 �m ONE STORY G+ n Y // 3��,� �+ u T,• , z; . nnnin��-rc Qi iii ninir BRICK \ //.// .'///� �\ \ J LOT 4R-A K L 11 Y , 0 o N g >> lb o �w 3 a � 0 unxr-k1 gLjn 25 50 100 2( ( IN FEET ) 1 inch = 50 ft. 4 REVISIONS BY V o C N Ln z M � x 2 �k4.1 o L- Z '� rm o 0 V LJ N o F- (A cn M � oc Q V) r Coo CV cn V_ S W•• 6t� r S Q) 2 s � o Vm a. y O M o V/ X F— ICA a C % I. / • .........:.1 / JOE GRASSO 73285 F • TE. • Cfl F � N Q 0 0 = .J U90 V iwcr) O o !Z- w °C � Z m m — -- W -- Vz Ww w 0F. oc a.Q O� _F..� C0Cl) aOQw Cl) Q O aC o V N DRAWN BP CHECKED JO DATE ovoo/0o BOA' T-w JOB Nm OOM02 SHEET 5 0F 78 GNMEEMM 1 2 3 4 5 6 7 8 9 10 11 12 1 V r _ gv fig,. / �•-----—___._..,_ r_2t; ____._.__.,L' .___ _ rlr _.._____-,t;; _ ___ _ _.c;' U15 SETBACK—� �.x. FUTURE -- _ Bj �.. OUTLOT 2 , i T, � L7, Lo 0.99 Ac. y �111 191 X/ I --,- i` ,1 +: V� j - x 1" 1'1��I-k. �v �L26 v / 902, \� I E9 'S- 020 F f,.. 66.0' y6 109.6' N �; G H 2 L 7 g �Ww B /C u�• f ' o��< 'o cG OG syo� {moo f9 � C s J�� 3r- �I ® O X '� Jy FUTURE t _ OUTLOT 1 ONE STORY CONCRETE BUILDING F.F.E.=274.60' EXISTING WAL-MART 328.2' � I FIE I COVID CONC. :t GARDEN CENTER CtE1VTER/. `fin• �_��'�` l r, 00 LII tX I 4" I g RE WENC JU 009 COLL GE STa � INCLUDE GATES AND/OR BARRICADES TO BE ADDED /OR MOVED AND ADDITIONAL FENCES (SHOWN AND NOT NN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/ARC PHASED WORK AND TO MAINTAIN AN OPEN STORE FRI EWAY ACCESS AND OTHER DRIVEWAYS AROUND THE S11 TRACTOR SHALL INSTALL ALL NECESSARY MEASURES T( rECT THE PUBLIC WHILE WORK IS IN PROGRESS. ONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) All nNG UTILITIES, INCLUDING SITE LIGHTING ELECTRICAL, T1 CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE UPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVI( CIS EXPENSE. CONTRACTOR SHALL INSTALL TEMPORARY %ING AND/OR STEEL PLATE AREAS OF WORK TO LIMIT kS OF DISRUPTION TO THE STORE FOR CUSTOMERS. NO E THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN TIME ACROSS THE STORE FRONT PARKING LOT PARKIN ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR OPENING SHALL BE STEEL PLATED WITH TEMPORARY HALT TRANSITION RAMPS TO ALLOW CARTS TO PASS 01 GRAPHIC SCALE 50�100 s IN FEET 1 inch = 50 ft. 71 • V 0 c N en S M 4) x 0 Z O Q : N � .00 `7 N ' w w C V m 0 u— ♦ Y J tn cd 9 X F ® N Q .:.`PEE of rF�l�l ....:........................: ....JOE GRASSO ...... ' .• 73285..Aw 0•. • ° r G-ll•6 - — - — - - -- -- I 1 ��..�.� ...... .IIIIIII I.I...I ....... 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F.F.E.=274.60 j j j 00 %ti°lu ?:l.�: o., r ;a,,) y EXISTING ��' J, A <<, 4F, :^ - , 5 \A, '-'a''-n C.A.4:; e. / fie'' :rA;. r :_ I rs' o. x O . 37.9' 5;,, i" : �i ,A.? �R _ _ �� k OVAL —MART 4.---r_:= x: =r�. ti• �,:: '[ 1<`n 1�• /...�..y '��• �:.�:�,'�- {j `} `F„'' yyy\�/S`�'•,'1,y (Rr.yr �'`;. \ \�/ ,. >" k$3 ORS O\\.\G n'» Y'= 0 —1' j `mil,:. i`- ,c ARE /2 F. t'\ c,k,� '*; .'-7. �1 '1L .'. N� ,I��$ I -$ ",_,"pz�f'l�'' 'o. '1lj"bj,ji..;, �. -�'-,.s'�..-*"—i;'%f�...' '..... ',;�.>"—Nl':1-%�.'_'��,. I.��...'.".7" 7�11 I '"; I'l- —i � 0'1I\\11\\\-\\,\\'\\\ , �\1\� " L�I 11I �..... I1 � —4,/, 'l') /Il'l �l/ " i.1_1.—I .. ... _/i—� ' .0I� '11-11 � /.'Q � I ' I I) ' 7I" ,)-' -I'\ I I "L,��" k��,2Vi,'.- -/\)-�1/ ,.I,�/' -I__I!-"TI lcI,-�,,�: 7,j / �,!!-?__L "___ I-". -,/r; '� �/I-VT.vb2".-I -""1I�0."--�I0,I"'1I.L --_�'M—\'\\' .�,, � --l-l\ --I,jIN_ lX .I.. 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"'rT , q2H"l�j _lEI W-,, 0 - ,<•_ /-,�:e J 1, } / ( , .,.'! .,, ..\'..�z,� -'�=)" I—_"'-."�-" I =I r'- 1.*: .. ..:::Ip, 1.�".1L-yl.1111,��- -:S \ `C yhFia .' REV WE FOR O s. QJ�: 9 ,�..\ z'_r cow NcE o �� •j-;� 11 ;;., a iI _,1111. I .' \-6.',k,.brv� ..& ��Zk-_l'l\\$u L 'k%4 . 6<ik�.�_"�? 5.\ � ; :.-L7,'' 11� � �0�-,-_ V�S'r,\6. .\C a'1i":���VI I -�,:\ -- ll/_1�- 1_/',-\'���-") , ..=C� <.,.s .. u /`/ ,. r` -'••Si ',.{, / ' W� --- r'/l ���.. r'' I o ---I _„--.-�" ,�-' / '•'i,,r,, ,n.;r .�; •� �� `i;d.; 1/ , / / ) 4y �`-,-,- /yam Z w II I' a'S," \ r . / °,:.:.3. * �� , - !, QI v e NOTES: v W w iI ��_ ; f 4 '�,� `� ,__ ='' i /' r / \ I ''' 1) CONTRACTOR TO ALLOW FOR (AT CONTRACTORS EXPENSE) o Iiii `" .% rl / '°'` AND INCLUDE GATES AND/OR BARRICADES TO BE ADDED w /Y>" v \'.<y,V`. 'lJ �-'�__' '� ., N�*_,__--''- ',` AND/OR MOVED AND ADDITIONAL FENCES (SHOWN AND NOT �- Q (!3 q,- \ \ � ' k- SHOWN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/AROUND :,;, _ % Cn / % � ALL PHASED WORK AND TO MAINTAIN AN OPEN STORE FRONT Co c I\ DRIVEWAY ACCESS AND OTHER DRIVEWAYS AROUND THE SITE. L `` - 4b FUTURE i ' �h`" (\ I CONTRACTOR SHALL INSTALL ALL NECESSARY MEASURES TO - -(,iJ Q r -.;, t I 0 / ; .. -� PROTECT THE PUBUC WHILE WORK IS IN PROGRESS. ♦♦RR m V Q ' `1 R'.'.� OUTLOT 1 'I / r 2) CONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) ALL 'CC W L1� • `..: •: � / _ EXISTING UTIUTIES, INCLUDING SITE LIGHTING ELECTRICAL TO 2 �' (n ti: ,< `t:� \ / ;•:•' t"� ,,--"-`-�y� ram. ' " _- " LIMIT CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE IS 1 J 1 I A`} :� 2.39 Ac. DISRUPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVICE J J J 0 I I- I -'___.- _ .. !_r-x00-�.:.aa'1.-_!96-IE&rII-E0a�rIr1E04i8:. m1�_ . . 1 ll 0m0(aL rn.-0cd-_*2..'.l05 ;i KIr1-0;�IM'.9-cSR:3..- . . I...I I��I I 1I I �.�L�III ��II���L�.�.I �I.iI ' ,.,, ._ � - . I . � �I - ;g�. — - —I - -� II . . - 0 I . II . � .r . . I i,. ,; ' -' ;,I >, Z % AT HIS EXPENSE CONTRACTOR SHALL INSTALL TEMPORARY a_Y - / FENCING AND/OR STEEL PLATE AREAS OF WORK TO LIMIT _�: i / �, AREAS OF DISRUPTION TO THE STORE FOR CUSTOMERS. NO -. ':_ > r,;} _ MORE THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN AT �z-'_ % • ANY TIME ACROSS THE STORE FRONT PARKING LOT PARKING _, , ♦ LOT. ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR M i'' '='a ;•_ ♦ 0 lq, FEET OPENING SHALL BE STEEL PLATED WITH TEMPORARY %�'' ASPHALT TRANSITION RAMPS TO ALLOW CARTS TO PASS OR INSTALL TEMPORARY PAVEMENT TO ALLOW CUSTOMER ACCESS -' ' � ; �, TO THE STORE IN THE FRONT PARKING LOT. =t::. f , / g ti .. J� / '� / O d•,r•,V , I J ,/ m yJO y _ /� _ .r� . `$' O ' y '� 3 0 ` N 6 / O� / JOB IVo� �I a f/ GRAPHIC SCALE2 o I I <q�E ' (1 Lc! 50 0 25 50 100 SIEr . 310 ` }` I 200 i Q Y t; ` 4�/ (IN FEET ) F ,.. 5 !t ,., Y n 1 1 inch = 50 ft. - m „;.; , ;., , „ ;: „, c L , . y - --., .-. ., . O D J O. - ___-_-_.- ___ - ___ .__.A . 5 6 1 I 7 I 8 ( 9 I 10 I 11 12 13 15 16 17 18 NS8°155'04"F 1 18 7/ (3' \ 1� �.{` • \\\ \ / 77 C-__. _- i''j(��------------ DE C6 �' "�_ _ ., ter.. � ,.�,;.} \\\ �•\ •,�, \ v'� •\, 317 -�-f FUTURE0� �\_.. - ' OUTLOT 2 f r �, 0,99 AC. �,� 4 Za 0,\, Ct;`' \�\� f yy}_``'. �r `�,,,e,,,;....' w�� .'��r� -,..f `^� � �../`' �j !1 �rfr�,t�r> � � `�\. \ ��.(///)/�%,'.\ •,\ \\ .VON- F NJ { t'rr'i d..L� '1•r'Y'rJ V''''�' , ''o''. f a A cn. 66.0' CL <� r::,; f u ,. 168.1'goo i _ '' / A / Co A r to G µ\ i/ 41,1 CHASE ::.kai ONE STORY CONCRETE BUILDING F.F.E.=274.60' EXISTING / _ _ _ k 1 WAL MARTyllvl X�Z K '0, r 10 T 0� k .y` \1+': ,J(� FUTURE OUTLOT 1 2.39 Ac. rn W 328.2' FIRE LANE 6:7 'yw f J ~. �-vN O NOTES: 1) CONTRACTOR TO ALLOW FOR (AT CONTRACTORS EXPENSE) AND INCLUDE GATES AND/OR BARRICADES TO BE ADDED AND/OR MOVED AND ADDITIONAL FENCES (SHOWN AND NOT SHOWN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/AROUND ALL PHASED WORK AND TO MAINTAIN AN OPEN STORE FRONT DRIVEWAY ACCESS AND OTHER DRIVEWAYS AROUND THE SITE. CONTRACTOR SHALL INSTALL ALL NECESSARY MEASURES TO PROTECT THE PUBLIC WHILE WORK IS IN PROGRESS. 2) CONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) ALL EXISTING UTILITIES. INCLUDING SITE LIGHTING ELECTRICAL, TO LIMIT CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE IS DISRUPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVICE AT HIS EXPENSE. CONTRACTOR SHAH _ INSTALL TEMPORARY FENCING AND/OR STEEL PLATE AREAS OF WORK TO LIMIT AREAS OF DISRUPTION TO THE STORE FOR CUSTOMERS. NO MORE THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY TIME ACROSS THE STORE FRONT PARKING LOT PARKING LOT. ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR FEET OPENING SHALL BE STEEL PLATED WITH TEMPORARY ASPHALT TRANSITION RAMPS TO ALLOW CARTS TO PASS OR INSTALL TEMPORARY PAVEMENT TO ALLOW CUSTOMER ACCESS TO THE STORE IN THE FRONT PARKING LOT. {I F' SI C LA ( IN FEET ) 1 inch = 50 ft. • O CCo N M Q) 5� S k 1 O LL- Z • V `� o O t.! N o I-- V) M �- <Ln ^ LLj Or- 0 aC V Co a- c M O � o~o , a �. c Q rI�7 's, 1 / JOE GRASSO ................................. = 73285 i Co AN a: co w 00 �U �CO O O Um m z w W W. UZ WW 0. Co Cl) W Q 0 < MW MW i J IJ Q O � O �U �04 REVISIONS BY V � c N M t!� Ln z cz Z 'U o O Q :LO N o �rL W pG 4.1 C d s�o 0 m t Ntv X 1 In '� e tA Q .•!� E 0 F rF�il s= � =1 • :� ............. �...'JOE...GRASSO ...... 73285 CU N x Q 00 w O � j U90 U c o 0 °C • w 0 m m z w Uz ww w 0 ac 0. O m m c aa: w CC o QU QW J '�i CJ3 J -J —J p Q0< U cm W . LL .. LL . O� 6 c_ a o= U C N co M so xCIS S Z *V o o OWN o CO GAG Q r Ln � to r $ LLJ GG 4.J �ss�o U co o- LL- u; 00 'o t �a tA c � e :tA Q idow P�E of T +11 / * ................::.:..0 00 ....JOE,..GRASSO,,.,� 73285 �% • -II•oll? t0 04 Cla Q w Go w C)i � J 00 U m O O ac . w oc U m M w W w j Uz WW w O F ac CL ,cC O m mm �w o QOQw ���m <O <co 0 cm I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18. _ J REVISIONS BY {wR 0 \ �y S ti {� ._2 � • ` 4,.� �- L f i � . � `,l \`\ ,•\ /-_ __. ____ - ,,•� ` >v L Lit_ r_ U � ,�_ <` r AC ,C 41('�J / �..'i /' I t,;5m_ � ""°.'„r„"'� _ r`i`. ` ��_"\t% ` ` `�(�.,_y+ ♦ ;�\ \. \ ,, `\ \\\ {r`\' _i` ,,,-ram C..J � --' �,,. : r,.,:: \ 2! � / { ♦� \\->``. :. \� \ C ,\ KV 000 r ✓_ s "` �'°_`•.. _ .;'-fir_": `• , ♦ ` \ FUTURE ,. OUTLOT 2 yg r 0-.99 Ac ' \ D v _ v v `\ Y` Ll n .t �_� 13 Cif Cv V a 1 `v P a ` 7 a � 4 \�q�, ,`�Jr �ti �R � ♦♦ \+ - `\ \o „r J ~ �► _,.., J a v Q Q Q _vv Q Q ? 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Q v v Q Q D P P B F: va \ �. `- `;/0, Gc, t;G CC C J Q D D D a P �i Q D v D D Q D i7 Q v v D a D D Z r- O s' R_ ' Q V a a 4 7 V P D D a C V P 7 Q P Q Q D Q Q Q, D a �'; \ V �/ Q/ Qi? a a Q i D Q �"' Q D P D 177 C`iii� Q Q D`\\ O •'��r- N N r fJ'Y`l; �� b P v ' `Q Q . b C7 P Q r<% ii ! 1E ,• \ _ •:r- � ♦��__ �. f 7 � D v P tiFF `'° "� `-•Q � to � cc I v;v v 7V7 v.v „� n vvv. v ` 7 ~_ '-sc 'V_ V v v v v a 5 v3 'y D v v P y r C�rza C,�; v v Q -EAK ors._ ,�:.: / N ''� DDPP:i vvvPaa QvvQ'tivvQD vvDQyy, P v N � ,,, / vvP vQv 7 V vavvv PQV t vvDv V JCL. D a �`' D v. D v v v v aD-v �; r W .. Q a v P v v D v v v Q D v D P D Q v �' . v Q ,e� -.Z Q v _Z7 a D P� P Q v E � f . �; --.-� ,_ G< � :, �Q v Q v v 7 v v v v �� P v V v / v Q Q a '�� `;z�? ° i= LIMIT BARRICADE TO SHORT TERM USE V m \ F, Pv of a D ,7vv�f.vvP�vP 1� 7vv© QD DDaDDvvv a n+ � aDaP AND INSTALL NEW PAVEMENT SECTIONS IN u. � r L 1 c \__- _ k, �s v v v `vvv a %� Q '1 } v P J) LANES TO ALLOW ONE LANE ACCESS TO 0 `p v D D P © - D ��• a a a Q✓� TLE AT ALL TIMES EXCEPT WHEN BORING � ao �� `"'" ,G,• /'�"' f _ _ $ �"� ,_ � � �G sue, 1 t ��z , Q I ' ` PIT IS IN OPERATION. ��` �' �. �� \ \' ' q vvv vQ P vvv ,' 7'VQv \ S tA ` / ^. .•� -�.\�' A- =SZ Q v v PL_57f�7 r ? �st X �7 'CI v v 17 v ' P Q �J 7 C"ig7 Q fah S� �� Z° i i Y>; Cft �< �• �. r_ v iIk7Y - P �' •,;,s, I':— iFi Q D - ` , ..k _ F ,� 17 •°` _ .� _ v� a v v v a P v,„a7 � � v � ,=.ice.,. � r;" � cn -ti S =o 4,F.r' :F '', � a �✓ QPQPQvaDa �7 QQVQPavDv / ;� _ D v � v v Q Q v D Q v v v v v Q v D. Q v y`J• � v D v '��: :.`"-f;-'• i <•000, `` y`4� �f�� PQQaQQavPa / sue°' - i_s�, . •..' s , � •. �.'h }. i.. ":::l, ,•r ri P vQDPQv PPVP PHASE _ �:: r� q,-1 _ ;- �* ©vvQa1avvvv i s�'O�i>' ', a• _..<:, '�{�_�5. � ,��sF� .� `�,,� •,.�° . ,,�`', s�,� :: PHASE - — : - .' _;; � � PHASE USE TEMPORARY STRIPING AND SIGNAGE a" _ ` ° ' ` `' `� -` �` $a TO MAINTAIN TWO 10' LANES AND A 3' '- ' G > ' �' tee"': t:,, /y�y/ / u , y !•,'\:� �` \ " � 'i 1.•Sb'''''"[` 7"` -`'\�,• \ CROSSWALK DIRECTLY IN FRONT OF THE \� .>,. t ` �\ �, � GOB � 3 A� ,r� ':`•';;�s===i;'•• ENTIRE STORE AT ALL TIMES AND/OR ' I oti �%� y; A�•.. ALONG THE TRAFFIC ROUTE. i i �' r ...:, � �E of r-, SEE DETAIL SHEET PH ' �r ................. ...........:.*.� . �'' ��� ;n7w. ♦ JUL GRASSO / � ................................. •73285I STORE � 1150 . -�-_ ��,: �.. Y._ � S• • • f' J T EXISTING W GARDEN CENTER S.F.-138,419 ~ r-y PROPOSED S.F.=200,267Lu ' GARDEN CENTER S.F.-9 462 \ = WAL—MART STORAGE GARDEN CENTER `' \� �• AND RETAIL S.F.=263 616 Y fjM F.F.E. 274.60X-.; t`t^ SY. t t1 J � /e •t;. ;;�,: O�O < L� � 4 .:l ' _ _ ;ter:'•" �Y`.,..^ _ .rr" ,Y ``V ` :_ �� .il -'I• •, ...n:5`��i;�tii+'" '~ l``/ i� • N 10 v : '.;. O=.."+g%v5`i•�`3.0.3.7.55.`•i•'t?`+'a��r-'�yf 'tr';•:1:�' �r.�a' r''- , { � j.(2) CONC. RAMP?w??•4�i: / G �� _ �' jj V `'�� :4 `• \ �. �`• ".^"S. yI�i,!� \ C•iV.. �h�- / _ TT�� ~� V i J 1 y%de-••H `h .ti�fici�t^ .�``rx �;�•. :.tip. 1. Y. 1'1 1�,•.R 1'r Z•J. F,. PA IN ,3 .01 ., ,'..'i:`,'- ' & ' 3 - �'..,:Cr.;' Y tit 'F,.._. .,y, I `./f-i._..o \ f,r''`• / .Z«•' 00 , JV ?f; ciEVI WED OR V x g % ^ NICE ...J09 r (� �Y� f/ — — — \` -- /% ---- / .' -' �" CO Oil W ,�n�v \\ J jt! 1 z m -: ;,j. �f,,� �s• �, 1(n �` 1 / C`r ./i!, NOTES: V Z W B / / - \ 1 CONTRACTOR TO ALLOW FOR AT CONTRACTORS EXPENSE O / ' .._.� ) c ) tic , `h ��, 9c � ,`�`'��. -'` f •� '\ / �;�- �;;� " AND INCLUDE GATES AND/OR BARRICADES TO BE ADDED W AND/OR MOVED AND ADDITIONAL FENCES (SHOWN AND NOT Q_ O \ ySHOWN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/AROUNDI- ` ALL PHASED WORK AND TO MAINTAIN AN OPEN STORE FRONT Cn Co � ,� �' ° DRIVEWAY ACCESS AND OTHER DRIVEWAYS AROUND THE SITE. C� �' FUTU R E ' �� ,� ` i. ___- CONTRACTOR SHALL INSTALL ALL NECESSARY MEASURES TO W " PROTECT THE PUBLIC WHILE WORK IS IN PROGRESS. �— Qc\ ~• OUTLOT 1 " 2) CONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) ALL Q W �, �� EXISTING UTILITIES INCLUDING SITE LIGHTING ELECTRICAL, TO W - 4r \ �--_� ; PHASE • V CONSTRU ON: -LIMIT CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE IS �. a :a 2.39 Ac. S ADDITION PAVI AND PHASING DISRUPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVICE ` -' / EQUIREME FO LICK DOCK AREA AT HIS EXPENSE. CONTRACTOR SHALL INSTALL TEMPORARY J CD .i, ` <'` \ s. ♦ Y �'~ ACCESS EE NOTES ON PAVEMENT FENCING AND/OR STEEL PLATE AREAS OF WORK TO LIMIT Q 0 "sY \ REP AND REPLACEMENT PLAN AND AREAS OF DISRUPTION TO THE STORE FOR CUSTOMERS. NO �r V CV AILS ON SHEETS PV-1 AND PV-2. MORE THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY TIME ACROSS THE STORE FRONT PARKING LOT PARKING ADDITIONAL CROSS FENCES AND/OR LOT. ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR M GATES, WATCH MEN OR SECURITY FEET OPENING SHALL BE STEEL PLATED WITH TEMPORARY 1 ,��" AND/OR ADDITIONAL FORCES AND ASPHALT TRANSITION RAMPS TO ALLOW CARTS TO PASS OR EQUIPMENT SHALL BE USED TO ALLOW INSTALL TEMPORARY PAVEMENT TO ALLOW CUSTOMER ACCESS { TO THE STORE IN THE FRONT PARKING LOT. p� WALMART DELIVERIES TO THE TRUCK Bp DOCKS AT ALL TIMES. ' 101 AvS 0 R9 (3 [PLAN DATE 2S / 1109109 !v) � Ate' SOME rn _1: ♦ �� / 0 JOB Noy. M GRAPHIC SCALE �Z } / ��f 50 0 25 50 100 200 ��T �f IN FEET 1 inch = 50 ft. 0. . %Ci Y 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 REVISIONS BY Y77 �)•• �Y' ter U 1�8{.J ,�lv'c�..t- � 1 -{ C.i. i C) < r-'=_- �•- --;:;;_ ___._..-_--. �;!`- iY!!' + ;`__ i,:�• �r`�} 15° SETBACK � 000 00, - rj � L}fir (r`s d f �"'""""""- 4'- • �j,`� ,� \\ \, ` '\ \''-'\ di I Vf— i F . -- FUTURE fr•, �'.�` ' jj f Fi (___ (Q ) I I + III---- � I I I \ G\ �� � �`` \\\ •\ `\,,\ `\',\\ \\ �\\ \ `\ ` \� � �r C"s'..""' \ f. \ r � � ��� f _ III f I I �- j�; --' � N I I 1 I 11 I f \ \�.� �•� r BY ._._. �--� I I i -'� I I �I I I_-f } 1Z �,;' I a>s-,ara.+ _.r�•.:�h; - dd ::: t ` CJ \ ►"♦ \� "'4 \ \ CN ` "; �, ,. \ \ '� � 'r BV f LM ? 1 I I � I I � � � ( i :'t,i•'` \ �'� ���' ` �` v ,�i� ' / '_ 11} / a\. ✓ \\, `\;a '\ `'• \\ \ \�.y; • �— I :-N-III I i I cc Ln �: \4 \� ,: �:. tr.--�� i -�� -I I I � I --I -I I � :�� �� _ ..-_ ^_. _ , �\_ / 1 \, 4; '•1.,\ `, gig•-'c�••.,,t'(� �/ ;`.. C [ ♦ ``\ \, `•,'\ \. /^, .. �C✓ f ' "'• 4J'Sd� rj�` " i..._ ',••'� „�� C; U1:_. ^i . '•.,, ` \ \ ^ \ \ \ ~\ \ ,\\ V �j% X CC C V/ p 51.5a�6 /��:.� I I Vj _ a� —III — I I III___ :; �F G �; \ .� ,� �' >� ` _ _ / r -'� *.. ! t \ �9 l 0 .� o �r ' ,-- - - III: ;2 \ .�.. ( ! _-. ,,C',i , NCC Cc , �- \I ` ti�,' \\, ,� � •� <.0 C(. A r f gr•6 t tiF y o f \ r O 90 v By—cA � II o _ - I --I I I _ III , .+ ?\ LLJ E ,,,\ �� - �I I I I I I s' I t 4 ,, `-, iCC CC�T- p+ Ln VC ccCo '°� 13 ` `� ,. . pit . .<,-, � ` t. �a�•`'/AJQ, , p'0'✓ -. _ 6 � _,�� ' � ' � � i�"� 2 � � "lr:4lsr / , J z� /.� ,moo" ,,,.+" Imo' ,w" � "- -_ _ j j 3 _, _.d � j � � t <•�`';rf' ��.r xi ti , f , - •—J?{ L^.! ii 1:.:: Y.3 Sti`.�".• T:';`.,.f -1 C+L'+' (r a AS 1.6 t er"low 1-100' i V v `•.. �i\� � .:x �� 9 �^.•� u ����.«. ya- - � // � '.� + J'+ '4'�,i'-a• �r-`5 °F:t.7•. \ `; . `\. '" *'� ems' ,> ` �d"j �r,s' ~Cr�� � _ _r _ � { I ' ~•� �Cn YT\ �,.z,;\`'` dw `"`i �r /' � I l-_,i A Fib, ;, •r<r,•:'� eF s>: ,/y � �\-y•/, �' '.� r. /• �,; I c_.. Q:sr'.,a,.:�,:.: ..,� of TF1�� d ..?. a3. ��! i 11 A tr,b l`j , % I f h:``,r,'Y<',"t �,7. �,( P• 'T/ t 1\q s. 4 v`r'?;,;.^ ♦ JOE GRASSO .*;,�,.y j.... �.......73285......: •i r\ ® O ! +��� � j ti.r_��,%'"r."... 'O :•'� �c! �� / YES•.:;`, r!.';"'_ . STORE # 1150 � \. ..,.'} �ly 5 1': p,� � 41i.-iy ":Y,M4i::`. •;i:..,1K+t;'� C —19 5 S G L— O L:va-o - ' 4,.A^::r'• r ��. ' \.• •T : , tel:+n'.,, , - Q - :;' T Tt 't(Y :•^` a>:.. EXISTING W/GARDEN CENTER S.F. 138 419 PROPOSED S.F.=200 267 ,�a uu Gz•a�.n - 4 °==},ri. '�h'`�'`=9� �? - GARDEN CENTER S.F. = 9, 46 2 •' "—� , '' -�` -:: WAL—MART, STORAGE, GARDEN CENTER r =# AND RETAIL S.F.=263,616 F. F. E . — 274.60 \ � �`ljl •)„/J/''}} ® • �: .- :. }'`,'.•}j, ?`''f `:;ir:.+•' f.i".r �,.� rr~ CO i,•,l.r tAy 1-} 4"+''.s`.a :.ti;•�a,""^':+;:�;''a A./"" ✓r 1 :k;; (2 ' CONC."F2AMPs;: �`-•. `\ ?,+. + •a.l..:t5,:.�:..-:.�t�„!•.••••''c+`.w / .v •O ram, i�, " .';'ii' wy �'�-:C?\LM---.-���-sY'Y^,-.-.-..e---•�.%`'c^m,SII M • . r i .Sf•.•::'a<,",';`' 45"'+ q 3'•` xf: .irk'• i" Eg 00 REVIE ED IF < ( ' �i`^:I';i3':�?Sria`, ti�;�;'�`"'.3c?y'e,,; C*� «'�'.:r - �,�j / '� ' , •��Es�- rl i ,, `'�;r,✓ti;.<Ctc� '2"�r. '::; y\ ••.�-s{ix���`�, �____ :f....... c� Q •], , __•. _ / /'/ . � -.ham ,.;t',. `t:;, \ °-:,^ 4, •y `��f y;r<e ;ry J y ` , L t O ; / ii`'` Com ® ' JUL 0 2009 / ♦g [/ ' ..ti'I Tj .`. i t .. - _- -,r..nw.r—..ter ,r / 4 /'� •'i tI o Co t r K W w Ole m "J f � \ -'� NOTES. U Z NA �,;� �, /.;, ,.• ,���• 1) CONTRACTOR TO ALLOW FOR (AT CONTRACTORS EXPENSE) 4 ` - / / .�'r s'`"F_`'" AND INCLUDE GATES AND/OR BARRICADES TO BE ADDED /0 9�'f" �� \ D ADDITIONAL FENCES SHOWN AND NOT O � � � � '. �• °' ,�,.'� � •�--"'- _.� AND/OR MOVE AND C / SHOWN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/AROUND ALL PHASED WORK AND TO MAINTAIN AN OPEN STORE FRONT � T; ! ( - DRIVEWAY ACCESS AND OTHER DRIVEWAYS AROUND THE SITE. L\ \2�SF �' FUTURE `�_f CONTRACTOR SHALL INSTALL ALL NECESSARY MEASURES TO \ t� I �`— '- PROTECT THE PUBLIC WHILE WORK IS IN PROGRESS. W �— ~`` \9\ OUTLOT 1 1 f 2) CONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) ALL Q <C W �' / EXISTING UTILITIES, INCLUDING SITE LIGHTING ELECTRICAL, TO W \ �`�.% / ,<,:, co LIMIT CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE IS „J - 239 AC. `. 1 _.;`'' DISRUPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVICE J J �— r �',\ AT HIS EXPENSE. CONTRACTOR SHALL INSTALL TEMPORARY Ci 4` ♦ / FENCING .AND/OR STEEL PLATE AREAS OF WORK TO LIMIT Q O/ Q O AREAS OF DISRUPTION TO THE STORE FOR CUSTOMERS NO V .�r N MORE THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY TIME ACROSS THE STORE FRONT PARKING LOT PARKING - \ LOT. ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR M```<;• \ .��j �y'q FEET OPENING SHALL BE STEEL PLATED WITH TEMPORARY ASPHALT TRANSITION RAMPS TO ALLOW CARTS TO PASS OR INSTALL TEMPORARY PAVEMENT TO ALLOW CUSTOMER ACCESS ,y� 1 TO THE STORE IN THE FRONT PARKING LOT. DRAYM 0 *ECM DATE H L%s 0 M (3 IF) LAM 000/09 ji, SCALE JOB N06 GRAPHIC SCALE 0*4M o o \ // $U 0 2$ $o 100 200 SHSff N '.;;.{''s'' !• ( IN FEETn=6 ) a W '~,rh ;:t.<i �� 1 inch = 50 ft. 0 i I 1 2 3 4 5 6 7 8 9 10 11 12. 13 14 15 16 17 18 J77 REVISIONS BY vNi v� tia� _ DE -- i-. j_ � �}�_____.._. il_ ---�'� �•. 15' SE ACK ,� �-- \ ;0000- r •,GJ� / r � � (73 I ;�-:-•.._, � �.,'i; ? ` KV B Fri --r FUTURE OUTLOT 2 (j) od \ \ N0.99 Ac cc cc to ,` ♦ \ ` \` \ ` ` Xyl \ I - 1 "I ,. tN Wicy;;,; / - _ - r• \. ''..t`, ' �� `\\ ®V ` 961 r '4._,,,c• _ tea. I i Y/` ,-•�,- `.:��' ;y, ♦ j `...\ :\\ \, \•\ \\ -3i V i Ln j cc 4-1 OK CU Ell cc cc cc cc >. O\ p u {➢ ll �� \ \ W / 8 1, _*'r"` ,.�"F, •3 C ` `'3K }�syt ' c1 , t e; <`}•• G% -,. : \ A, . ^ t t, �/ • f ' , CGS, _. -�• Rr, '-�G ;C~\ t x l 00 C`CG 4 i 1 __ 4G�? r' tiF f v `3�1 s. / _ ®� 90 cc C(l � V ,!n --• ...` is Lu U. � a) E cc cc cc cc 0 cc If 411, _ i �. µ.'.`�;•su / .yam ..i^ _ / • 1'j t•`� 0, ," ;-,s. __ �. .m ]( , - 1 4 i 7 ta 4' � t f tn `\ a ..�' � • ,T•.-c+T.+r• 'tea cStXcvt r�`" ccx.> y,.«a l 'a — v v' x � I C3't¢: i G..OL 14 c 1 a R- R Fq C•.Z• I; • / '`}y� "^" J(� I �Y f 'ti `+_ _ � a.:. z„• - — ,: `-.,-...,.....-- ".-rs.,;i; '( /•G %.''*"^': S', - w . PIS \ �* ,,^`' (_ l s � -t is 6•' '=s l<':;'t>;r: ": S y. r..".} w:J J�:r Fp t4;.v:Fu >•.Fe JT::: ':.. /,o C'^+-T''. / ,sd t__..3 '/ `t ��i;. .>a.T�V, F,r'' SS • � : � � I _ s•9'=::�:-J?:'.�%�,p. f4;.'^a:tom% _ T .--•_. � „y _ � v :.` / / t Vim: ' ':a'x: 1:,, ,a�i? ' _` is \ ,• .01 \\, J•, `fir•\ y � rya' - ,�g % ! `" L•i `G�li„}\ / `, ' \ ,� -- Goy � /. /�{ , I ..• <;aF.: -. ':;, ..�. 6 -Csy_}•'.! T"• a+Ow` 1 / _ � � I �` L\'jr` 'vi� �'.:.ii`•'^< ' `r `\ • d Jai° t�� // f I O,� TjO �. o \ :-::'- car � y c� `r - .. •` P E � TF`-l-�li mA t. (j , (.-• \ (, , �. . JUL ..GRASSO .m I ••.• •r•• •.! \ ', • / //. //' ; ter. `e:..: ;: �• • 73285 • r �� friv jolSTORE 1150 F •" 1 �..., �' PHASE ,SEE PHASE VII NOTES x �,` r^ • :,: - : ;� _ ON SHEET PH-9 FOR `}, `^3 =, �' ;'w ,,,, "�' • .- - EXISTING W GARDEN CENTER S.F. =138, 419f -� (L- INFORMATION CONCERNING ,,, ; , Yj�"• - - -- '�"'' �' ' '� • �� ='- �� PROPOSED S . F . = 200,267 � � CONSTRUCTION AT THE TLE �-� } '�•• jr �( Lu -.� - = PHASE GARDEN CENTER S.F.=9 t;, �,;- 462 / ::, pig • E ! ; —`_,w �'.Z WAL MART, STORAGE, GARDEN CENTER i 1 �• AND RETAIL S.F.=263,616 F.F.E. = 274.60 �C«'j� Fr • \ .n t t r <j� :try;*�R„ >,' i ...,,:...�-`{s.•=/ ,r' � ::5•'' i , s5r�Yam., A� f+; , I ...^S ;,SA°.: x:~•+:'•" ,/' ,/ / J // //04 - �` '.tom C'0�l/.. _Ir��;4""-'(i-, ,•'�'L . I •a,rr� , ,__ . •' r,,.-.•. / / :r,., �{�• O o +X!S aie.• i:i? a.+ t:iy �..C•{ r,,;-x,;: �� ,..-•-= iYa(2) CONC. ov ly /• r air x;;i,`, ''•Y_ 's:.,,3�.ny.. "" •i::`tjs,t'•.' � /' 'r '+`"'-``,- Iia�'`� ..L, `, ti, h9'I'�i'".,�:fia.•_u:,4_k'y+',hM,`ji'... '•`•is +.; i;��� �, r� .. •;, tf \'�;ry>t, J \_✓ ;;>,. L !%, � � F1�2E------__-_-_,-.-.:.-:-.ss,:za_ � Cam' . - � i Q:." ,�Y 1 ` Q •O .. -•� • ram,..:- f _\ ly ` f�' �•«r �.�Y� 14 :,;.. 00 �•' \ �•? S — \ f \ j r'r •' iv ;• t:Y, r. y`a{S'w,'•tt ,'•"Ct'" �k;• :" \ j / i`..-"'t J `\\ i �/ , r "=•REWMED'POR - .!tint \ t'.k`ai -"� • f \ % r".. .\ I ,a // ,.T .s.:: �I�. Ii 0 Lo Co J JF 0 -1]py _AJx elp J N NEE N ;a� • � ,,�. p'.. � III � / `• \ - / % 1 � � / � j / ; +�.;;s=,,-:. x :s• 1��'�'� \s ,� ;fig �, / �,� \ - . \ NOTES: W W 1) CONTRACTOR TO ALLOW FOR (AT CONTRACTORS EXPENSE) O 9c+ AND INCLUDE GATES AND/OR BARRICADES TO BE ADDED LLI AND/OR MOVED AND ADDITIONAL FENCES (SHOWN AND NOT IL / r SHOWN) ADDED TO ALLOW CUSTOMER ACCESS ACROSS/AROUND ALL PHASED WORK AND TO MAINTAIN AN OPEN STORE FRONT "' 'r?s- t `� f' DRIVEWAY ACCESS AND OTHER DRIVEWAYS AROUND THE SITE. �\ �sF® FUTURE CONTRACTOR SHALL INSTALL ALL NECESSARY MEASURES TO W Q ` \ 1\ ;E �' r ` PROTECT THE PUBLIC WHILE WORK IS IN PROGRESS. � ♦� r OUTLOT 1 f 2) CONTRACTOR TO LOCATE (POT HOLE IF NECESSARY) ALL < V Q W v EXISTING UTILITIES INCLUDING SITE LIGHTING ELECTRICAL, TO m W y \, \ Ac. -LIMIT CONFLICTS AND SHALL MAINTAIN SERVICE. IF SERVICE IS 1 .J2•3C� \ DISRUPTED CONTRACTOR SHALL SUPPLY TEMPORARY SERVICE J AT HIS EXPENSE CONTRACTOR SHALL INSTALL TEMPORARY O Q FENCING AND/OR STEEL PLATE AREAS OF WORK TO LIMIT ^ i{t AREAS OF DISRUPTION TO THE STORE FOR CUSTOMERS. NOs N y \ `/ MORE THAN 200 LINEAR FEET OF TRENCH SHALL BE OPEN AT \ \ % ANY TIME ACROSS THE STORE FRONT PARKING LOT PARKINGITI ...... ` ==` '� LOT. ADDITIONAL TRENCH LENGTH BEYOND THE 200 LINEAR M +':, r, 3 \ . `'/ '� FEET OPENING SHALL BE STEEL PLATED WITH TEMPORARY ryy� �" ASPHALT TRANSITION RAMPS TO ALLOW CARTS TO PASS OR T \ INSTALL TEMPORARY PAVEMENT TO ALLOW CUSTOMER ACCESS EL 02 TO THE STORE IN THE FRONT PARKING LOT. DRAWN Bp CHECKED riq p 11 Fl a M "o _ >_ jo 01109109 SCALE GRAPHIC SCALEOOHN a SHEET o C {} 50 0 25 50 100 200 g FIN o x E `{\\ `•' `yftisti:f _ ( IN FEET 1 inch = 50 ft. Or m Oi of00 • ...... ' JOE ...................... �GRASSO ..;....� •;,f, 73285 r C� c N Q w 0o J �o U EEC() o o °� • W Um m z w W wru UZ Ww W o o: F 0.Q �m _� CDCDm W �E oc U Q ♦— Qw mw < o 0 �t U N N g y O Z ..a rn¢ � _c 3 a o= r 1 2 3 4 rr A PHASING LEGEND o-a--0 Oq TEMPORARY FENCE SEE DETAIL JI, SHEET PH-9 o--o-I"'* -0 © CHAIN -LINK FENCE WITH DOUBLE GATE © TEMPORARY FRONT DRIVE ISLE SEE DETAIL GI, SHEET PH-9 B O INSTALL TEMPORARY BARRICADES WITH DIRECTIONAL ARROWS (DETOUR ROUTE) AND TEMPORARY STRIPING, SIGNAGE AND FENCING AS NECESSARY. MAINTAIN 2-10' LANES AND 3' WIDE CROSSWALK DIRECTLY IN FRONT OF THE STORE AND/OR ROUTE AT ALL TIMES. REMOVE EXISTING STRIPING AT TRANSITION BACK INTO EXISTING PARKING FIELD OR R.O.W. C PHASE I, II AND V: INSTALL AND MAINTAIN A FENCED AREA WITH WALKING SURFACE AND TEMPORARY PEDESTRIAN CROSSING THROUGH THE CONSTRUCTION AREA AT THE GARDEN CENTER ENTRY. THIS CROSSING MAY SHUT DOWN FOR A SHORT DURATION DURING WORK IN THE IMMEDIATE AREA. O INSTALL TEMPORARY STANDARD DUTY ASPHALT PAVEMENT SECTION AT THE EXISTING LANDSCAPE D ISLAND IN THE AREAS OF THE TEMPORARY ACCESS DRIVE IN PHASE IV.. SEE PAVEMENT SECTION DETAILS. E 3' SIDEWALK WITH 4' WIDE PAINTED WHITE STRIPES. 2.0' O.C. 0 45' LIMITS OF CONSTRUCTIO DIRECTIONAL ARROW PER WALMART STANDARD DETAIL 4' DOUBLE TRAFFIC ,�--YELLOW LANE STRIPE F 50' O.C. TYP. NOTE: ALL STRIPING THAT FADES AND/OR WEARS AWAY SHALL BE RESTRIPED. EXISTING STRIPING THAT CONFLICTS WITH TEMPORARY STRIPING SHALL BE REMOVED. G TEMPORARY FRONT DRIVE DETAIL N.T.S. TOP RAIL P 1.66 IN OD, 2.27 LB 1.90TIN OD. 2.70 LB/FT H GALVANIZED STEEL PIPE(TYP.) GALVANIZED STEEL PIPE DURO SHADE CLOTH BY HENDEE (-�.) ENTERPRISES. INC. (OR EQUAL) TEL•1-800-231-7275 NO.9 GAGE. 0.148' t 0.00% FINISHED SIZE GALVANIZED STEEL WIRES, 0 MESH, TOP AND BOTTOM SELVAGES TWISTED AND BARBED CONFORMING TO ASTM A39Z A491. F668. OR F573. FENCE POST BASES. WITH " OR WITHOUT SAND BAG STABILIZATION, ARE NOT ACCEPTABLE PRACTICE ON WALMART OR SAM'S EXPANSION PROJECTS. POST MUST BE EMBEDDED A MINIMUM 2' INTO PAVING. CONCRETE FILL VOIDED AREA AROUND PAVING POST WITH SAND IN EARTHEN AREAS. FILL VOIDED AREA AROUND THE POST WITH GROUT IN PAVED AREAS. J TEMPORARY FENCE DETAIL N.T.S. 12 L x .3 a .g 5 rej 7 I Ir ...... .... [oil No I. CONTRACTOR TO KEEP PARKING LOT CLEAN OF MUD AND DEBRIS FROM CONSTRUCTION ACTIVITIES. 2. FENCE GATES TO BE LOCATED AWAY FROM FRONT OF STORE OR AS DIRECTED BY THE WALMART CONSTRUCTION MANAGER. CHAIN LINK FENCE SHALL BE WITH ENDURO SHADE CLOTH BY HENDEE ENTERPRISES, INC., GATES SHALL BE 2-8' GATES WITH LOCK. 3. CONTRACTOR TO REMOVE (GRIND OR BEAD BLAST) PAVEMENT MARKINGS AND CURBS WHEN REQUIRED. CURBS THAT HAVE BEEN PAINTED AND TO RECIEVE NEW MARKINGS SHALL ALSO BE BEAD BLASTED PRIOR TO NEW PAINTING. 4. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS IN FRONT OF STORE AT ALL TIMES. 5. CONTRACTOR SHALL SECURE ALL EQUIPMENT AND SUPPLIES WITHIN STAGING AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. APPROPRIATE SIGNAGE SHALL BE DISPLAYED ALONG PERIMETER OF THE STAGING AREA DURING THE CONSTRUCTION. 6. CONSTRUCTION PHASES SHALL BE COORDINATED THROUGH THE CONSTRUCTION MANAGER AND STORE MANAGER. 7. CONTRACTOR SHALL MAINTAIN TRUCK DELIVERY ACCESS AT ALL TIMES. 8. CONTRACTOR IS ONLY ALLOWED TO CLOSE ONE ENTRANCE AT ANYTIME DURING CONSTRUCTION. CONTRACTOR SHALL INFORM STORE MANAGER AND ANY AFFECTED BUSINESS AT LEAST 48 HOUR PRIOR TO CLOSING ENTRANCE. 9. CONTRACTOR SHALL NOT DISRUPT SERVICE AND/OR BLOCK ACCESS ROUTE TO/OR FROM EXISTING BUSINESS'S WITHOUT WRITTEN PERMISSION/APPROVAL FROM THE OWNER/MANAGER AND/OR APPROVAL FROM THE WALMART CONSTRUCTION MANAGER. 10. CONTRACTOR WHEN NECESSARY SHALL INSTALL TEMPORARY SIGNAGE DIRECTING CUSTOMERS TO AN ALTERNATE ACCESS ROUTE TO EXISTING BUSINESS. CONTRACTOR SHALL RECEIVE TEMPORARY DETOUR ROUTE AND SIGN APPROVAL FROM THE WALMART CONSTRUCTION MANAGER. 11. CONTRACTOR SHALL LIMIT OPEN CUT AREAS IN ACCESS ROUTES TO MINIMIZE DESRUPTION OF ROUTE AND SHALL PLATE CROSSING AND/OR USE FLAGMEN TO DIRECT TRAFFIC UNTIL ROUTE IS FULLY OPERATIONAL. AT NO TIME SHALL MORE THAN ONE ENTRANCE TO LONGMIRE DRIVE OR TEXAS AVENUE SHUT DOWN AT ANYTIME. 12. CONSTRUCTION ACTIVITIES SHALL NOT INTERRUPT THE PARKING LOT LIGHTING SYSTEM. CONTRACTOR SHALL MAINTAIN PARKING LOT LIGHTING AT ALL TIMES EXCEPT THE PHASE AREA UNDER CONSTRUCTION. 13. CONTRACTOR SHALL RELOCATE EXISTING HANDICAP PARKING SPACES AT EACH PHASE TO ENSURE THE REQUIRED HANDICAP PARKING SPACES AT WALMART BUILDING AT ALL TIMES. 14. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS, MUD, TEMPORARY FENCING, ETC, UPON COMPLETION OF FINAL CONSTRUCTION. 15. CONTRACTOR SHALL MINIMALLY INSTALL TEMPORARY SAFETY FENCE AROUND PERIMETER OF CONSTRUCTION AREAS AS DEFINED ON PLANS AND AS NEEDED TO PROTECT THE CUSTOMERS AND PUBLIC. 16. CONTRACTOR SHALL CONDUCT THE SITE WORK CONSTRUCTION IN A WAY TO MAINTAIN CUSTOMER PARKING AND MINIMIZE INCONVENIENCE. 17. CONTRACTOR SHALL RE -STRIPE THE ENTIRE PARKING LOT ONCE ALL CONSTRUCTION IS COMPLETE, INCLUDING PREVIOUSLY STRIPED AREA. PRIOR TO RE -STRIPING, REMOVE TEMPORARY ADA STRIPING. 18. CONTRACTOR SHALL MAKE NECESSARY REPAIRS TO ANY PAVING AND/OR CURB 8, GUTTER DAMAGED DURING CONSTRUCTION AND SAND BLAST ANY CURBS THAT WERE PREVIOUSLY PAINTED. 19. CONTRACTOR SHALL ADJUST TEMPORARY FENCE FOR THE BUILDING CONSTRUCTION PER BUILDING PHASING PLAN BY ARCHITECTS. 20. CONTRACTOR STAGING AREA TO BE APPROVED BY WALMART CONSTRUCTION MANAGER. 21. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING TIRE AND LUBE EXPRESS (TILE). 22. CONTRACTOR TO INSTALL TEMPORARY FRONT DRIVES AND DOCK AREA PAVEMENT AS SHOWN AND AS NECESSARY. INSTALL TRANSITION ASPHALT AND BASE SECTIONS AT PHASE EDGE LINES AND OTHER TRANSITIONS BETWEEN GRADES AND INSTALLED WORK. TRANSITION THE PAVEMENT AS NECESSARY TO ALLOW VEHICLES TO CROSS GRADE DIFFERENTIAL BETWEEN PHASES OF WORK. 23. EXISTING STRIPING TO BE REMOVED IN AREAS WHERE TEMPORARY ACCESS DRIVES ARE PROPOSED AND CONFLICT WITH NEW TEMPORARY LANES OF TRAFFIC AS PROPOSED. ALSO REMOVE STRIPING IN TRANSITION AREAS WHERE TEMPORARY LANE TIES BACK INTO EXISTING AISLES. .PARKING RATIO BUILDING NO. of SPACES EXISTING/PROPOSED RATIO 1000 s .ft. / q SQ. FT. PHASE 1 1889880 1118/0 5.92 1118 (AVAILABLE) PHASE II 188,880 880/0 4.66 880 (AVAILABLE) PHASE III 1889880 1106/0 5.86 1106 (AVAILABLE) PHASE IV 2639616 798/241- 3.94 1039 (AVAILABLE) PHASE V 2639616 449/472 3.49 921 (AVAILABLE) PHASE VI 263 616 231/652 3.35 883 (AVAILABLE) PHASE VII 263,616 231/658 3.37 889 (AVAILABLE) PHASE VIII 263,616 1017/0 3.86 1017 (AVAILABLE) DATA SHOWN INCLUDES PARKING SPACES AND BUILDING SQUARE FOOTAGE AVAILABLE TO THE PUBLIC AFTER COMPLETION OF EACH INDIVIDUAL PHASE. NOTE: A MINIMUM OF 520 PARKING SPACES MUST BE AVAILABLE AT ALL TIMES WHILE THE EXISTING STORE IS UNDER CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE THE REWORK OF THE PARKING FIELDS AND PHASES TO MAINTAIN THE MINIMUM PARKING COUNT OF 520 SPACES AT ALL TIMES. BEFORE THE EXPANSION IS COMPLETE A MINIMUM OF 809 PARKING SPACES MUST BE AVAILABLE FOR USE. BEFORE THE EXPANSION AND ADJACENT RETAIL BUILDING IS COMPLETED A TOTAL OF 1025 PARKING SPACES MUST BE COMPLETE AND AVAILABLE FOR USE. - 9 10 11 12 13 PHASE I NOTES: I. INSTALL EROSION CONTROLS AS SHOWN ON EROSION CONTROL SHEETS. - I 2. SOLIDIFY DRILLING MUD THAT IS STORED IN ROLL -OFF BOX. THE DRILLING MUD SHALL BE SOLIDIFIED WITH DRY LIME TO PASS A PAINT FILTER TEST FOR DISPOSAL AT ROCK PRAIRE ROAD LAND FILL AT CONTRACTORS EXPENSE FOR MATERALS LABOR, NECESSARY EQUIPEMENT, TRANSPORTATION AND CLEANING OF ROLL -OFF BOX. THE SOLIDIFIED MATERIALS SHALL BE TESTED AND MANIFESTED BY THE INDEPENDENT TESTING LAB (EC) ON SITE PRIOR TO SHIPMENT. REFER TO SPECIAL CONDITIONS SECTION 8.T. FOR ADDITIONAL REQUIREMENTS ANY DAMAGE TO THE ROLL -OFF BOX WILL PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL CALL ENGINEER WHEN ROLL -OFF BOX HAS BEEN EMPTIED AND CLEANED. 3. REVEGETATE AND STABILIZE ANY DISTURBED AREA FROM THE SOLIDIFICATION OPERATION AND ANY REMAINING DISTURBED AREA THAT HAS NOT BEEN STABILIZED BY THE INSTALLATION OF THE RELOCATED GAS LINE. 4. BEGIN EXISTING MONITORING WELL ABANDONMENT, SEE UTILITY ABANDONMENT PLAN. PHASE II NOTES: I. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 2. INSTALL TRAFFIC CONTROL DEVICES AND/OR TEMPORARY FENCES AND/OR STEEL PLATES AS NECESSARY WHEN WORKING IN AREAS OF TRAFFIC AND/OR PEDESTRIANS. LIMIT WORK AREA TO ■.. Y ` ALLOW MAXIMUM USE OF PARKING AND DRIVE AREAS. NO TRENCH SHALL BE LEFT OPEN OR ,;:.,?, ,> t;.; . UNATTENDED WITHOUT BEING COVERED WITH STEEL PLATE, BACKFILLED OR FENCED. 3. INSTALL TEMPORARY SIGNAGE, BARRICADES AND/OR FENCES TO KEEP WORK AREAS SEPARATE FROM CUSTOMERS AS CONTRACTOR WORKS ACROSS PARKING AREAS. 4. INSTALL AND RELOCATE UNDERGROUND UTILITIES, STORM LINES, MANHOLES, ETC. AS SHOWN IN THIS SET OF PLANS FOR PHASE 11. ALL SURPLUS SOILS NOT USED AS BACKFILL SHALL BE STOCKPILED AND ANALYTICAL TESTED FOR TPH. SEE SPECIAL CONDITIONS SECTION 8.T. FOR ADDITIONAL REQUIREMENTS. 5. INSTALL NEW STORM SEWER BOX CULVERT BYPASS AND JUNCTION BOX. 6. BACKFILL STORM SEWER TRENCHES PER DETAILS AND SPECIFICATIONS. 7. TEST AND INSPECT UTILITY AND STORM SEWER LINES, JOINTS, MANHOLES, ETC. ALONG WITH THE CITY INSPECTOR AND/OR INSPECTIONS. 8. BACKFILL UTILITY TRENCHES AS PER DETAILS AND SPECIFICATIONS. 9. PAVE TRENCHES AS PER DETAILS AND SPECIFICATIONS. 10. INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREAS AS NOTED ON THIS PLAN. II. BEGIN SELECTIVE DEMOLITION OF EXISTING RETAIL/STORAGE BUILDING AND INSTALLATION OF TEMPORARY MEASURES. 12. BEGIN NEW FOUNDATION ALONG EDGE OF DEMOLISHED FOUNDATION AT RETAIL/STORAGE BUILDING. SEE ARCHITECTURAL PLANS. 13. STABILIZE DISTURBED AREAS IN PHASE II. 14. REMOVE TEMPORARY FENCES, BARRICADES, PLATES AND MEASURES WITH COMPLETE AND AREA IS STABILIZED. PHASE III NOTES: I. INSTALL AND/OR ADJUST EROSION CONTROLS AS REQUIRED. 2. INSTALL REQUIRED TRAFFIC CONTORL DEVICES WHEN WORKING IN THE R.O.W. AND/OR ON -SITE. 3. INSTALL TEMPORARY FENCES AND/OR STEEL PLATES AS NECESSARY. LIMIT WORK AREAS TO ALLOW MAXIMUM USE OF PARKING AND DRIVE AREAS. 4. INSTALL AND RELOCATE ALL UNDERGROUND UTILITIES, STORM LINES, MANHOLES, ETC. AS SHOWN IN THIS SET OF PLANS FOR PHASE III. 5. TEST AND INSPECT UTILITY AND STORM SEWER LINES, JOINTS, MANHOLES, ETC. ALONG WITH THE CITY INSPECTOR AND/OR INSPECTIONS. 6. BACKFILL TRENCHES AS PER DETAILS AND SPECIFICATIONS. ALL SURPLUS SOILS NOT USED AS BACKFILL SHALL BE STOCKPILED AND ANALYTICAL TESTED FOR TPH, SEE SPECIAL CONDITIONS SECTION 8.T. FOR ADDITIONAL REQUIREMENTS. 7. PAVE TRENCED AREAS AS PER DETAILS AND SPECIFICATIONS. 8. STABILIZE DISTURBED AREAS IN PHASE 111. 9. REMOVE TEMPORARY FENCES, BARRICADES, PLATES AND MEASURES WHEN COMPLETE AND AREA IS STABILIZED. PHASE IV NOTES: r I. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-450 ANGLES AT CORNERS WHERE 900 ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIANS AND VEHICULAR TRAFFIC. FENCING MAY REQUIRE MULTIPLE MOVES DURING ENTIRE PHASE OF WORK. 3. INSTALL PHASE IV TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED TEMPORARY FRONT DRIVE STRIPING. INSTALL PAVEMENT SECTION IN ISLANDS THAT A PROPOSED TEMPORARY ACCESS DRIVE WILL CROSS. 4. BEGIN THE EXPANSION AREA FOUNDATION EXCAVATION AND FILL INSTALLATION AS SHOWN ON THE GRADING PLAN, "FOUNDATION SUBSURFACE PREPARATION" NOTES. ALL EXCAVATED SOIL SHALL BE TRANSPORTED TO BVSWMA, ROCK PRAIRE ROAD LANDFILL, COLLEGE STATION, TEXAS (979) 764-3832 FOR DISPOSAL. ADDITIONAL STOCKPILING OF EXCAVATED SOILS IF SO DIRECTED BY INDEPENDANT TESTING LAB (EC) DOING IN THE FIELD SCREENING SHALL BE ANTICIPATED AND ALLOWED FOR. SEE SPECIAL CONDITIONS SECTION 8.T. FOR ADDITIONAL REQUIREMENTS AND DIRECTIVES. CONTRACTOR SHALL BEGIN CONSTRUCTION AND PAVING FOR THE TRUCK ENTRANCE DRIVE, TRUCK TURN AROUND AREA AND DOCK AREA SHALL BE DONE IN MULTIPLE PHASES TO ENSURE AT LEAST 2 TRUCK DOCK BAYS ARE IN OPERATION AND TRUCK ROUTES TO DOCK ARE OPEN AT ALL TIMES. ALSO, CONTRACTOR MUST ENSURE THESE PHASES ARE COORDINATED WITH AND APPROVED BY THE CONSTRUCTION MANAGER AND THE STORE MANAGER. (COORDINATE NUMBER OF DOCK BAYS TO REMAIN OPEN WITH STORE MANAGER). CONTRACTOR TO PROVIDE A TEMPORARY DOCK IF THE EXISTING AND/OR PROPOSED BUILDING PROHIBIT AT LEAST 2 TRUCK DOCK BAYS FROM BEING IN OPERATION. (COORDINATE TEMPORARY DOCK AND/OR TRUCK STAGING AND UNLOADING AREA IF NECESSARY WITH CONSTRUCTION MANAGER AND STORE MANAGER PROR TO IMPLEMENTING). 5. THE DRIVEWAY ENTRANCE OFF LONGMIRE DRIVE AND TEXAS AVENUE SHALL BE DONE IN PHASES AS TO KEEP AT LEAST ONE ENTRANCE OPEN TO LONGMIRE AT ALL TIMES. BOTH DRIVEWAYS SHOULD BE OPEN IF TEXAS AVENUE ENTRANCE IS CLOSED OR THE NORTHERN DRIVEWAY IS BLOCKED OR SHUT DOWN. A DRIVE ENTRANCE AND TRAVEL WAY SHALL BE OPEN AT ALL TIMES FOR THE PLAZA SHOP RETAIL. 6. INSTALL PHASE IV -A TEMPORARY FRONT DRIVE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED TEMPORARY FRONT DRIVE STRIPING. INSTATLL PAVEMENT SECTIONS IN ISLANDS THAT THE ACCESS DRIVE WILL CROSS. 7. CONTRACTOR TO ADJUST GRADES AND INSTALL PAVEMENT SECTIONS IN THE PHASE IV-B AREA PLUS TRANSITION TO ALLOW FOR NEW PAVEMNENT SECTIONS AND GRADES AS SHOWN ON THE SITE PLAN, PAVEMENT REPAIR AND REPLACEMENT PLAN TO THE PROPOSED GRADES AS SHOWN ON THE GRADING PLAN. PAVEMENT SECTIONS TO RECIEVE ASPHALT SURFACE SHALL BE LEFT I Y INCHES BELOW FINISHED GRADE UNTIL FINAL OVERLAY OF THE ENTIRE PHASE WHICH IS TO RECIEVE ASPHALT OR OVERLAY AS SHOWN. 8. INSTALL PHASE IV-B TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED TEMPORARY FRONT DRIVE STRIPING. REMOVE PHASE IV -A TEMPORARY FRONT DRIVE STRIPING, BARRICADES AND FENCING AND SWITCH TRAFFIC TO PHASE IV-B LAYOUT. RESTRIPE PARKING SPACES THAT WERE LOST IN PHASE IV -A THAT CAN BE USED. 9. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 10. EXCAVATE AND CONSTRUCT THE ON SITE DETENTION POND AND ASSOCIATED STORM SEWER PIPING AND STRUCTURES. SURPLUS SOILS SHALL BE HANDLED AS PER SPECIAL CONDITIONS SECTION 8.T. 11. CONSTRUCT TRUCK TURNAROUND AND SOUTH DRIVEWAYS AND PARKING AREAS. SEE GRADING PLAN AND PAVEMENT DETAILS. 12. INSTALL SITE LIGHTING FOR PHASE IV AS SHOWN ON SITE AND UTILITY PLANS. 13. INSTALL SIGNAGE AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE IV AREA. 14. INSTALL PROPOSED PAVEMENT SECTIONS OVER REMAINING AREAS SHOWN AS PHASE IV AS SHOWN ON THIS SHEET AND AS SHOWN ON THE SITE PLAN AND PAVEMENT REPAIR AND REPLACEMENT PLAN. 15. INSTALL PAVEMENT MARKINGS AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE IV AREA. 16. INSTALL LANDSCAPING AND STABILIZED DISTURBED AREAS. 17. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF ALL PAVEMENT SECTIONS AND DETENTION POND IS COMPLETE IN PHASE IV. 18. EXPANSION BUILDING AREA MAY REQUIRE SOME FENCING TO REMAIN UNTIL BUILDING IS COMPLETE AND OPEN. ACCESSIBLE PARKING TOTAL REPRESENTS ACCESSIBLE STALLS AVAILABLE TO THE PUBLIC DURING EACH INDIVIDUAL PHASE PHASE 1 REQUIRED PROVIDED PHASE V VAN PARKING 3 3 VAN PARKING ACCESSIBLE PARKING 20 24 ACCESSIBLE PARKING TEMPORARY ACCESS. PARKING 0 TEMPORARY ACCESS. PARKING TOTAL 23 27 TOTAL PHASE 11 REQUIRED PROVIDED PHASE VI VAN PARKING 2 2 VAN PARKING ACCESSIBLE PARKING 19 22 ACCESSIBLE PARKING TEMPORARY ACCESS. PARKING 0 0 TEMPORARY ACCESS. PARKING TOTAL 21 24 TOTAL PHASE III PHASE VII REQUIRED PROVIDED VAN PARKING 3 3 VAN PARKING ACCESSIBLE PARKING 21 24 ACCESSIBLE PARKING TEMPORARY ACCESS. PARKING 0 0 TEMPORARY ACCESS. PARKING TOTAL 24 27 TOTAL PHASE IV REQUIRED PROVIDED PHASE V111 VAN PARKING 3 5 VAN PARKING ACCESSIBLE PARKING 20 35 ACCESSIBLE PARKING TEMPORARY ACCESS. PARKING 0 0 TEMPORARY ACCESS. PARKING TOTAL 23 40 TOTAL REQUIRED 24 REQUIRED 23 0PIG04F. 24 PROVIDED 5 35 0 40 PROVIDED 3 27 0 k _2 aiiq L11- e 4 22 0 941 PROVIDED 33 14 15 16 17 18 PHASE V NOTES: ' ` I. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 0 17 t ED 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSECONSTRUCTIONAREA AS NOTED p p p ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 900 ANGLES WILL OBSTRUCT THE p p p 1 VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. n 3. INSTALL PHASE V-A TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED TEMPORARY FRONT DRIVE STRIPING. INSTALL PAVEMENT SECTIONS IN ISLANDS THAT THE ACCESS DRIVE WILL CROSS. 4. CONSTRACTOR TO BEGIN EXCAVATION, FILL AND CONSTRUCTION OF NEW GM VESTIBULE AND GARDEN CENTER VESTIBULE. 5. CONTRACTOR TO ADJUST GRADES AND INSTALL PAVEMENT SECTION ALONG STORE FRONT IN THE PHASE V-B AREA PLUS TRANSITION TO ALLOW FOR NEW PAVEMENT SECTIONS AND GRADES AS SHOWN ON THE SITE PLAN, PAVEMENT REPAIR AND REPLACEMENT PLAN TO THE PROPOSED GRADES AS SHOWN ON THE GRADING PLAN. PAVEMENT SECTIONS TO RECIEVE ASPHALT SURFACE SHALL BE LEFT I Y INCHES BELOW FINISHED GRADE UNTIL FINAL OVERLAY OF THE . ENTIRE PHASE, WHICH IS TO RECIEVE ASPHALT OVERLAY AS SHOWN. 6. INSTALL PHASE V-B TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED TEMPORARY FRONT DRIVE STRIPING. REMOVE PHASE V-A TEMPORARY FRONT DRIVE STRIPING, BARRICADES AND FENCING AND SWITCH TRAFFIC TO PHASE V-B LAYOUT. RESTRIPE PARKING SPACES THAT WERE LOST IN PHASE V-A THAT CAN BE USED. 7. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 8. CONSTRUCT GENERAL MERCHANDISE EXPANSION AREA, VESTIBULES AND GARDEN CENTER EXPANSION. SEE ARCHITECTURAL PLANS. 9. CONSTRUCT FRONT SIDEWALK AREAS. SEE ARCHITECTURAL PLANS. 10. CONSTRUCT PARKING, PAVEMENT SECTIONS AND CURB ISLANDS AS PER PHASE V AND SITE PLAN. SEE GRADING PLAN AND PAVEMENT DETAILS. II. INSTALL SITE LIGHTING AS SHOWN ON THE SITE AND UTILITY PLANS. 12. INSTALL WASTEWATER MANHOLE AND CONNECT NEW WASTEWATER LINE TO EAST SIDE OF BUILDING. 13. COMPLETE REPAIRS IN EAST PARKING FIELD. SEE GRADING PLAN AND PAVEMENT REPAIR AND REPLACEMENT PLAN AND DETAILS. 14. INSTALL SIGNAGE AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE V AREA. 15. INSTALL 2" ASPHALT OVERLAY TO EXISTING PHASE V PARKING AREA AND DRIVES. 16. INSTALL PAVEMENT MARKINGS AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE V AREA. 17. INSTALL LANDSCAPING AND STABILIZE DISTURBED AREAS. 18. REMOVE TEMPORARY SAFETY FENCE, TEMPORARY SIGNAGE AND STRIPING ONCE PHASE V CONSTRUCTION IS COMPLETE. PHASE VI NOTES: f I i 1 -I ! 1. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED . ° ° - LE WILL OBSTRUCT THE 2 4 ANGLE AT CORNERS WHERE 90 ANGLES WI T ON THIS PLAN. PROVIDE 5 S ;- - VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 3. INSTALL PHASE VI -A TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE EXISTING STRIPING THAT CONFLICTS WITH PROPOSED TEMPORARY FRONT DRIVE STRIPING. 4. CONTRACTOR TO BEGIN EXCAVATION AND INSTALLATION OF SELECT FILL FOR VISION CENTER, TENANT SPACES, LANDSCAPE ISLANDS AND PAVEMENT GRADE ADJUSTMENTS ALONG STORE FRONT DRIVE. CONTRACTOR TO CONTINUE WORK ON VISION, RESTROOMS AND TENANT SPACES. SEE ARCHITECTURAL PLANS. CONSTRUCT FRONT SIDEWALK AREA. 5. CONTRACTOR TO COMPLETE GRADE ADJUSTMENTS AND INSTALL PAVEMENT SECTION ALONG STORE FRONT IN THE PHASE VI-B AREAS SHOWN ON THE SITE PLAN, PAVEMENT REPAIR AND REPLACEMENT PLAN TO PROPOSED GRADES AS SHOWN ON THE GRADING PLAN. PAVEMENT SECTIONS TO RECIEVE ASPHALT SURFACE SHALL BE LEFT I Y INCHES BELOW FINISHED GRADES UNTIL FINAL OVERLAY OF THE ENTIRE PHASE, WHICH IS TO RECIEVE ASPHALT OR OVERLAY AS SHOWN. 6. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 7. INSTALL PHASE VI-B TEMPORARY FRONT DRIVE STRIPING AND NECESSARY FENCING, SIGNAGE AND BARRICADES. REMOVE ANY PHASE VI -A TEMPORARY BARRICADES AND FENCING AND SWITCH TRAFFIC TO PHASE VI-B LAYOUT. RESTRIPE PARKING SPACES THAT WERE LOST IN PHASE VI -A THAT CAN BE USED. 8. CONSTRUCT FRONT PARKING PAVEMENT SECTIONS AND CURB ISLANDS AS PER PHASE VI AND SITE PLAN. SEE GRADING PLAN, PAVEMENT REPAIR AND REPLACEMENT PLAN AND DETAILS FOR MORE INFORMATION AND REQUIREMENTS. 9. INSTALL SITE LIGHTING AS SHOWN ON SITE AND UTILITY PLANS. 10. INSTALL 2" ASPHALT OVERLAY TO EXISTING PHASE VI PARKING AREA AND DRIVES. 11. INSTALL SIGNAGE AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE V AREA. 12. INSTALL PAVEMENT MARKINGS AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE VI AREA. 13. INSTALL LANDSCAPING AND STABILIZE DISTURBED AREAS. 14. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VI IS COMPLETE. PHASE VII NOTES: L+.o I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS LLLLL NECESSARY. PROVIDE 2-450 ANGLES AT CORNERS WHERE 900 ANGLES WILL OBSTRUCT THE _L_L-LL-LL. VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. INSTALL BARRICADES AND TEMPORARY DETOUR 1LL_ L, L_ IL L_ (_ L_ L AS NECESSARY TO DIRECT TRAFFIC TO THE TLE. THE BAYS IN THE TLE TO REMAIN IN OPERATION AT ALL TIMES. SEE GRADING PLAN, PAVEMENT REPAIR AND REPLACEMENT PLAN AND SITE PLAN FOR DETAILS. 2. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 3. DEMOLISH EXISTING AND REPLACE WITH NEW CONCRETE PAVEMENT IN FRONT OF TLE. CONSTRUCTION TO BE DONE WITH 2 PHASES TO ALLOW FOR MINIMUM HALF OF THE BAYS IN THE TLE TO REMAIN IN OPERATION AT ALL TIMES. 4. INSTAL TEMPORARY SIGNAGE AS SHOWN. 5. INSTALL TRAFFIC CONTROL DEVICES AND EROSION CONTROLS IN R.O.W. AS REQUIRED IN WORK AREA FOR TURN LANE IMPROVEMENTS ALONG TEXAS AVENUE. 6. INSTALL TURN LANE IMPROVEMENTS IN R.O.W. 7. INSTALL SITE LIGHTING AS SHOWN ON THE SITE AND UTILITY PLANS. 8. INSTALL SIGNAGE AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE VII AREA. 9. INSTALL PAVEMENT MARKINGS AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE VII AREA. 10. INSTALL LANDSCAPING AND STABILIZE DISTURBED AREAS. 11. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VII IS COMPLETE. PHASE VIII NOTES: I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE AND/OR BARRICADES TO CONTROL TRAFFIC IN ii J j THE CONSTRUCTION AREA AS NOTED ON THIS PLAN..PROVIDE 2-450 ANGLES AT CORNERS WHERE 900 ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. ij 1' J J 2. INSTALL TEMPORARY SIGNAGE AS NECESSARY. 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. Y 4. INSTALL LANDSCAPE ISLANDS, DRIVEWAY AND PARKING AREA AND COMPLETE WESTERN PARKING FIELD AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS. 5. INSTALL SITE LIGHTING AS SHOWN ON THE SITE AND UTILITY PLANS. 6. COMPLETE ALL PAVEMENT REPAIRS SHOWN AND NOT SHOWN ON THE PAVEMENT REPAIR AND REPLACEMENT PLAN. 7. INSTALL 2" ASPHALT OVERLAY AS SHOWN FOR PHASE VIII AREA. 8. INSTALL SIGNAGE AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE VIII AREA. 9. INSTALL PAVEMENT MARKINGS AS SHOWN ON THE SITE PLAN AND DETAIL SHEETS FOR PHASE VIII AREA. 10. INSTALL LANDSCAPING AND STABILIZE DISTURBED AREAS. IL REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VIII IS COMPLETE. 12. PHASE VIII SHALL BE COMPLETE WHEN THE NORTHEAST DRIVEWAY AND PARKING IS ACCESSIBLE TO TRAFFIC AND ALL FINAL OVERLAYS ARE COMPLETE IN ALL PHASES THAT MAY NOT HAVE BEEN COMPLETED. 13. REMOVE TEMPORARY BMP'S WHEN SITE IS STABILIZED AND APPROVED FOR APPLICATIO 4 CREW E F( N.O.T. C O M A N C J 0 2009 Co EGE S DTI CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION NOTE TO CONTRACTOR: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION PHASES WITH WALMART STORE MANAGER AND WALMART CONSTRUCTION MANAGER. ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. f"H��INC� f'L�N LEGEND N U00 o N z M m Z ' U r' o O Q N00 o" L0 �i N to r g W oe GG 4 c (L) = s 0 o U CO o- W Q � M to ctS F X C � �e N Q OF........... I• R JOE GRASSO *�R 73285 0 Aw AV '09 0 co N 1\ cc Q w I.t.l �! o U a) O a:: O w Um m z w W w vzww W 0 a: �Q 0m C0 rj) �W tEo a0 aW (n Qo Qo 3tU N 1 a 1 2 3 4 5 6 7 8 9 10 11 12 13 0 "Wow N88 55 04 E 118.76 VA' �V CI: �t c- �---�---Ili.. 15 SITE N CITES { .- o 6$ Ac2 �cn I - z - R TYP /4�0 S• 1) FOR TI4�E PURPOSES OF SIGNAGE AND NON—RESIDENTIAL ARCHITECTURAL 2 N N ' � 1� � �p p, � <?� 00 � . R � ` >>�)h IS SHALL BE C NSIDERED 0 i =�' F STAN9ARDS• THIS AS ONE BUILDING PLOT. 625 �` O C-1 ZONING { p 2) ALL SIGNS TO BE PERMITTED SEPARATELY. 3)'ALL ROOF AND GROUND40UNTED MECHANICAL EQUIPMENT SHALL BE N r' r l p °4& ; ( -,` �- 7 •S�• .I, B 000 - = - GENERAL <�: _ , , -14� Kv ljz s iSCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY m i 15 _ n. PUBLIC RIGHT—OF—WAY/OR RESIDENTIAL DISTRICT WITHIN 150' OF THE /�� FUTURE �I COMMERCIAL _ / SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH ,� v ; v SCREENING SHALL/BE COORDINATED WITH THE BUILDING ARCHITECTURE AND / L r J' 011 " ' �, a_ ` SCALE TO MAINTAIN A UNIFIED APPERANCE• �.,�; -' OUTLOT2 O x rn 4) NO MORE 6% GRADE ON ANY SLOPE WITHIN FIRE LANE AREAS. % � •� r °� U'- I �, 5) 6" RAISED CURB IS TO BE INSTALLED AROUND THE EDGES OF ALL REF 0.99 c.PAVED AREAS.b im.-`j •_ _ i I o °� O ALL WALMART GENERAL CONTRACTORS TO�9 4?� y i� a S y. X BE. COMPLETE BY MILESTONE DATE. THIS ,• , / \�>'s AREA TO BE KEPT FREE: OF.JOB TRAILERS x,. � •� ff =- ` " `%=`' a=�-- E` ��� j •.. • OR STORAGE BY .THE CONTRACTOR. ��I " /. i o ! •�' ;1 0 `YPE ' <§ � , r MOUNTMn ABLE ` . ev j I ' t9 CURB r : ~ r a 0 cc cc 1 C 1 ZONING 5 scc 'Ya GENERAL 2 ` •C` ° ��6 ' 60 • S �� \ 1.0' i1.0' ' \ 1.0' .0' 1 COMMERCIAL - N6 \ CC CC j \ ' 2 i y 2 i P 7.7< cc C` \ / �, i� ' M t 'X> cc cc A / / • 0 l , s A<e---o, %\ "T" in:�_ 1 \ C.- _s' A� •p1ltv �, ` ©\••� ems\ �. \ � ,,�►�'�. TYP. ` rL: 15 16 17 C-1 ZONING ti GENERAL A-P ZONING COMMERCIAL ;\ \\ ADMINISTRATIVE/ PROFESSIONAL SEE PROPOSED TURN LANE IMPROVEMENT SHEET TL 1 ` \\ \ �`41 FOR MORE INFORMATION \\ v S R O 1 �903 s EXISTING \ \ •w� u DRIVEWAYS00 cc (5c .25.0' av (, PROPOSED TEMPORARY OUTDOOR SALES \ TT'• 030, P - U oy,I 90 AND STORAGE(TWO.WEEK PERIOD PER \ -61.0 r\0 p y CODE ITEM 7.11 B3, CITY ;OF COLLEGE • 1.' t.0' cc b ° STATION) SEE SITE PLAN LEGEND SHEET L CC CC •0,' V h. C-2 FOR REQUIREMENTS. 26 25 TYP. •� O C ' I (n .. __ __r _ �� __ _ �. _*` _ � r .:• 9. s U-DeOo REQUIRtm\ENT \. I " 20 21 , V IV \ THE UNIFIED DEVELOPMENT ORDINANCE kpTION 7.2.E REQUIRES,THIS SITE TO PROVIDE 10,632 M cc cc } i s um SQUARE FEET OF�INTERIOR LANDSCAPE AREA s 1,0 1•0 .� ! a. • • THIS SITE PLAN LAYOUT PROVIDES 12,628 ` lQjjP ' �� s SQUARE FEET OF INTERIOR LANDSCAPE AREA. 0) C CC CITY STANDARDS REFERENCE ARCHITECTURAL PLANS FOR FEATURES REQUIRED TO MEET THE "PLAZA" LANDSCAPE CODE. INCLUDING SEATING COMPONENTS. VEGETATIVE SHADING, AND DECORATIVE LANDSCAPE. \ \\ \ ff0 E E U • R D H \�\'1 STORE 1150 R-6 ZONING .,�� R t.z, ; v C-195-SGL-OL J t1v L g 1-L�! JYJ G.7 JY G L I .7. V V L25 S43'27'00"E 219.53" C14 49.26' 200.00' 14'08'05" S74'37.26"W 49.14' ING W/GARDEN CENTER S.F.=138,419 PROPOSED S.F.-200,267 GARDEN CENTER S.F.=9,462 -MART, STORAGE,' GARDEN CENTER 043 15 s R 16 E S � r S\ 0• . Y _,� 1 W \ OUTDOOR SALE �FF� I, E '1 S S t o • ! OUTDOOR SALES HAVE NOT BEEN PERMIjT�D. \ \ s�sSS�Q Y 'FUTURE OUTDOOR SALES AREK WI11: NEED k �; s TO E �?ERMITiED BY AMENDING ; HIS`SITE PLAN ~ t D / \ WITH E CITY OF COU,EGE ITAi10f�: \ um PROPOSED OUTDOOR: DISPLAY / (ITEMS ACTIVELY 'ON SALE PER CODE ITEM 67.T // : I I 7.11Bt, CITY OF COLLEGE STATION) % '� SEE .SITE PLAN LEGEND 'SHEET .C-2 .FOR /G -j' R� J REQUIREMENTS. to LCA \ \\ \ l _ H • OD " 1/+d 5,C-1 ZONING s GENERAL %� { I � ,°°' COMMERCIAL J12 all r r- AND RETAIL S.F.=263,616 C-1 ZONING_ `_B. 9 06 F.F.E. = 274.60 GENERAL SEE ARCH PLANS FOR 7• TRUCK WELL SEE SWITCH GEAR 'CONC. PAD " COMMERCIAL _� T—f \ , — '� CERTI ,, ARCH. PLANS H EXISTING BOLLARDS TO REMAIN BEHIND . STORE AT Q H GAS . METER: : (/ (2CONC. Rrj AMPi,�^t4�i, iv —• - I�� m� n— —0�—� . fir.. _ 0 =•�\�•i J Y 90C Ono — I 12-Y90 AALLET B �j d > . I F I _ RECYLING AEA \y 1 1 0 9012 SEE ARCH. PLANS �° ' �� \ soot FOR SCREENING AND I I SLAB DETAILS u DRIVEWAY TO .REM I i f 9011 9010 INSIDE R.O.W.... . )° 9008 •�� 0' \ d Z • V IT U R jE 09013 U DRIVEWAY TO .REMAIN UTLOT 1 /0 INSIDE R.O.W. 2,19 A�e ; 0 901 / C� ' q .�% lqr ,Cy FUTURE SIDEWALK TO BE INSTALLED__WI THE_ j \OUTLQT 1 DEVELOPMENT `_7 ® / A �r ' QUIRM i •o• I --- �" + ❑ 1 • HO DOWEL INTO ❑ + S EXISTING SIDEWALK - 2' 000000 A /10. +'�, _ 0+4 __?� `L°T,�Ir1fRED vQ t)ARTAIOiJTF{ SITE SITE LOCATION MAP N.T.S. i 2 ADDED GUIDE RAIL''AT/EAST AREA OF SITE 08-25-09 BP JG r NO. ADDENDUM DATE DRAWN APPVD GAL DE�IP�� _ BEING LOT FOUR A (4A), LOT FOUR D (41)), AND LOT FOUR E (4E), BLOCK FIFTEEN (15). r/SOUTHWOOD PLAZA, PHASE TWO, AN ADDITION TO .THE CITY OF COLLEGE STATION, BRAZOS �i COUNTY, TEXAS, ACCORDING TO THE REVISED PLAT OF LOT 4, BLOCK 15, SOUTHWOOD PLAZA, PHASE TWO, RECORDED IN VOLUME 1203, PAGE 143, OFFICIAL RECORDS OF BRAZOS --'� ) COUNTY, TEXAS, AND BEING LOT 3, BLOCK 15. OF THE CORRECTION PLAT OF SOUTHWOOD PLAZA PHASE ONE, RECORDED IN VOLUME 1046, PAGE 591, OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, AND BEING LOT 4J, AND LOT 4K, OF THE REPLAT OF LOT 4B. BLOCK 15, OF SOUTHWOOD PLAZA PHASE II, RECORDED IN VOLUME 2153. PAGE 93. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. TOTAL SITE AREA = 23.24 Ac. R-6 ZONING HIGH DENSITY M MuIFOR TYPICAL ISLAND �{ It DIMENSIONS Co"P0 QNGE - JUL 2009 COLLtut ���i1UN DEVELOPMENT S1RV "� PLAT FILED: °� 5 GRAPHIC SCALE r. ft I♦ I♦ so - m *vwmw"*mows*"* ( IN FEET ) 1 inch = 50 ft. REVIEWED FOR COMPLIAfdCE JUL 0 7 2009 COIE�E�INE�RAN�ON 0 — a s V o C N 1� nCoz M 2 M X Z • V �' o 0 0N _ QN 00 �a GG Q LA V v W O 1 w u� oLf M I\ to Cd 2! .® tA Q i ••••JOE ..GRASSO / ....... ......................... 73285 Aw �. 25, 09 Co cm a w Go w O = J 00 Lo �o d wM W w °° .. V� ww °C 0 oc w� � a.• 0C13 C13 Co QQw � w Co J._I J �— a0 Qo 3tV 3::N DRAWN BP CHECKED jo DATE WOOD SOALE JOB Na 00-02 rl 28 OF 73 S EM 1 2 3 M 5 L 0 10 11 � 12 113 1 14 1 15 1 16 1 17 1 18 .. .......... ........... �.4, J A� 711 10 F G I K L T' SITE NOTES LEGEND I. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. PROPOSED BUILDING STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PROPOSED CURB AND GUTTER EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE ® PROPOSED PARKING SPACES BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE SYSL/4" LOCATIONS. �22�J ASSOCIATED PARKING SPACES 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SWSL/4" SOD, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. cc cc CART CORRAL 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. ®® FIRE LANE STRIPING. SEE NOTE QA 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS THIS SHEET. OTHERWISE NOTED. 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE PROTECTED AND SAVED. SEE DEMOLITION PLAN AND AREA OF STORE EXPANSION ARCHITECTURAL PLANS FOR SELECTIVE DEMOLITION, REMOVED =73,981 SQUARE FEET OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, TEMPORARY OUTDOOR SALES AND STORAGE (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT TEMPORARY OUTDOOR SALES AREAS, INCLUDING LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SALES TENTS, MAY BE DISPLAYED FOR A TWO SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN WEEK PERIOD IN A CALENDAR YEAR. SUCH ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND AREAS SHALL BE CLEARLY DEFINED AND SHALL PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED NOT INTERFERE WITH PARKING LOT BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. REQUIREMENTS. CHRISTMAS TREES MAY BE DISPLAYED FOR SALE FROM NOVEMBER 15 TO 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION DECEMBER 31. TAKEN FROM A SURVEY BY A DOUCET AND ASSOCIATES, INC. 9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WALMART STANDARD SITE WORK SPECIFICATIONS". OUTDOOR DISPLAY OUTDOOR DISPLAY SHALL BE ALLOWED ADJACENT 10. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL TO A PRINCIPAL BUILDING WALL AND EXTENDING PLAN FOR SITE LIGHTING DESIGN. TO A DISTANCE NO GREATER THAN FIVE FEET FROM THE WALL. SUCH STORAGE SHALL NOT BE 11. JOINT IN CONCRETE PAVEMENT SHALL BE INSTALLED AS PER PERMITTED TO BLOCK WINDOWS, ENTRANCES, OR CONCRETE PAVEMENT JOINTING DETAIL. ALL CONCRETE EXITS AND SHALL NOT IMPAIR THE ABILITY OF JOINTS TO BE SEALED. PEDESTRIANS TO USE THE BUILDING OR SIDEWALK. 12. SEE PAVEMENT REPAIR AND REPLACEMENT PLAN FOR PAVEMENT AREAS AND TYPES. SITE LEGEND PAINT STRIPING LEGEND SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE O 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "FIRE LANE, NO SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH PARKING, TOW AWAY ZONE" PAINTED WITH 4" HIGH WHITE LETTERING DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH AT 25' O.C. AREAS IN FIRE LANE MUST HAVE A MINIMUM HEIGHT SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE CLEARANCE OF 14 FEET. SEE DETAIL SHEET. SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE © AREA STRIPED AT SYSL/4" AT 450 @ 2'-0" O.C. © PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING LIGHT LEGEND PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (I)-8" WHITE KEY ATTRIBUTES ov MOUNTING HEIGHT= 39 FEET I FIXTURES PER POLE BV 1�oo MOUNTING HEIGHT= 39 FEET 2 FIXTURES PER POLE KVor MOUNTING HEIGHT= 39 FEET 3 FIXTURES PER POLE FLOODPLAIN NOTE: THIS PROPERTY IS LOCATED WITHIN ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. AND ZONE 'A', AREAS WITH NO BASE FLOOD ELEVATIONS DETERMINED.AS SHOWN ON F.I.R.M. PANEL NO.48041 C 0144C. BRAZOS COUNTY, TEXAS DATED JULY 2, 1992, AND AS SHOWN ON F.I.R.M. PANEL NO.48041C 0182C, BRAZOS COUNTY, TEXAS DATED JULY 2. 1992 THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS. OPEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. SEE DETAIL SHEET. OEXISTING LIGHT POLE BASE SHALL REMAIN. CONTRACTOR SHALL INSTALL NEW POLE AND REPLACE LIGHTING FIXTURE AS WELL AS REMOVE THE PAINT ON THE EXISTING BASE AND RE -PAINT THE EXISTING BASE TRAFFIC YELLOW ©EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. O6"0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. OAT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. O 4" WIDE X 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. O16' X 36' CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. ©CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. OACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN" -INDICATES VAN ACCESSIBLE SPACE). 0 PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. O5'-0" WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8" WITH INSIDE STRIPING PAINTED SWSL/6" AT 2'4' O.C. PERPENDICULAR TO EDGE LINES. ©CART CORRAL TYPICAL. SEE DETAIL SHEET. CART CORRALS PROVIDED BY WALMART TO BE INSTALLED BY GENERAL CONTRACTOR. ®10' X 15' STRIPED AREA PAINTED SYSL/4" AT 450 @ 2'-0" O.C. AT JIB CRANE LOCATION. SEE ARCH. PLANS ®2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE. SEE DETAIL SHEET. 0 18" CONCRETE CURB AND GUTTER TYPICAL. SEE PLAN FOR TYPE. SEE DETAIL SHEET. O PAINTED DIRECTIONAL ARROW TYPICAL. SEE DETAIL SHEET OU ADA ACCESSIBLE RAMP. SEE DETAIL SHEET. O "NO PARKING FIRE LANE" SIGN. SEE PLAN FOR LOCATION. UW AISLE INDICATOR SIGNS TYPICAL. SEE DETAIL SHEET. IF LIGHT POLE LOCATED IN ISLAND WITH SIGN, INSTALL AISLE SIGN ON THE LIGHT POLE WITH A BRADKET THAT WILL CLAMP ONTO EXTERIER OF POLE. IF A PEDESTRIAN SIGN IS IN ISLAND WITH SIGN, INSTALL AISLE SIGN ON SAME POLE ABOVE THE PEDESTRIAN CROSSING SIGN. �X TILE STRIPING. SEE DETAIL SHEET. O "NO TRUCKS" SIGN. SEE DETAIL SHEET. I�Z "TRUCK ROUTE" SIGN. SEE PLAN FOR LOCATION. �a "STOP".SIGN. SEE DETAIL SHEET. ® MINIMUM 4' CONCRETE SIDEWALK. SEE DETAIL SHEET. SEE PLAN FOR WIDTH. Oc EXTENT OF ASPHALT OVERLAY ® EXISTING TO REMAIN @e POINT OF RELOCATION O ADA STALL, WALKWAY, & CART CROSSOVER. SEE DETAIL SHEET. 09 HIGH TRAFFIC AREA END CAP ISLAND. SEE DETAIL SHEET. (h INTERIOR LANDSCAPE ISLAND. SEE DETAIL SHEET. O STOP BAR. SEE DETAIL SHEET. JO PARKING LOT BUMPER CURB. SEE DETAIL SHEET. Uk BICYCLE FACILITY (MIN. 4 RACKS) MIN. 9'X6' AREA. SEE DETAIL SHEET. 3' CURB CUT. SEE GRADING PLAN FOR MORE INFORMATION. O CART CROSSING, SIGN AND STRIPING (TYP. I OF 4). SEE DETAIL SHEET. O INSTALL 6' HIGH CHAIN LINK FENCE. SEE DETAIL SHEET. ® INSTALL CHAIN LINK FENCE GATE (2-6' WIDE). SEE DETAIL SHEET. ® INSTALL 4:1 SLOPE ACCESS ROAD WITH ALL WEATHER SURFACE SEE DETAIL SHEET. 7 I 8 SITE LEG 14 -Z 1 11 lll� III �� v, 014 ol O INSTALL TYPE "G" MOUNTABLE CURB. SEE DETAIL SHEET. TRANSITION IN 2' ON EACH SIDE OF DRIVEWAY INTO TYPE "A" CURB AND GUTTER. �S 4' WIDE CLEAR ACCESS PATH. INSTALL 4' WIDE CONCRETE SIDEWALK WITH CURB WHERE PATH IS LOCATED IN A LANDSCAPE ISLAND. SEE DETAIL SHEET. PROPOSED TREE WELLS. SEE ARCHITECTURAL PLANS. LlBEGIN TRANSITION CURB FROM 6" HEIGHT TO ZERO INCHES IN 15'. VV INSTALL GUIDE RAIL 5' FROM BACK OF CURB. SEE SITE PLAN DETAILS. i CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. EXISTING SITE ANALYSIS TABLE WALMART 13 8, 419 S.F. PARKING 713 SPACES* ACCESSIBLE 19 SPACES CART CORRALS 16 CORRALS RATIO 5.15 / 1, 000 S.F. * COUNT INCLUDES ACCESSIBLE SPACES AND SPACES USED BY CART CORRALS PROPOSED SITE ANALYSIS TABLE WALMART, STORAGE, GARDEN CENTER AND RETAIL 2639616 S.F. PARKING 1,017 SPACES* ACCESSIBLE 33 SPACES CART CORRALS 20 CORRALS RATIO 3.86/ 1,000 S.F. WALMART AND RETAIL 224,885 S.F. PARKING 1,017 SPACES* RATIO 4.5 2 / 1,000 S.F. * COUNT INCLUDES ACCESSIBLE SPACES AND SPACES USED BY CART CORRALS SITE/BUILDING DATA TABLE TOTAL SITE AREA (INCLUDES OUTLOTS) 1,0129230 S.F./23.24 Ac. # OF MULTI -FAMILY BUILDINGS 0 UNITS DENSITY OF DWELLNG UNITS PER ACRE 0 UNITS TOTAL BUILDING AREA 2639616 S.F. BUILDING USE GENERAL RETAIL TOTAL PARKING REQUIRED WITH ADM I N ISTRATiVE ADJUSTMENT APPROVED 04/ 12 /09 962 SPACES BUILDING SUMMARY TABLE WALMART BUILDING AND GARDEN CENTER 2099729 S.F. RETAIL BUILDING 24,619 S.F. WALMART STORAGE 299268 S.F. TOTAL BUILDING AREA 2639616 S.F. REVIEWED FOR COMPLIANCE JUL 0 7 2009 COIt&ral $TATt0N REVIEWED FOR COMPV IANCE JUL 012009 CULLLUt 5IAHON DEVELOPMENT SERVICE � �1- L°I�l PLAT FILED: D 2 I ADDED SITE LEGEND ITEM - V 06-25-09 BP JG NO. ADDENDUM DATE DRAWN APPV'D SITE f''LAN 11 ON[�) O c N M co L = s a' 4� 4"J "" x S © LPL C •V o 0 0. •Lj N � M 00 a Ln ' = V: �^y V_ $ W p[ All 4-J t -is < c� V m C - � u. Q 0 w Ln p i � o H «3 X F= E C se H Q OF ��JOE�•GRASSO ............................... � =;•,A 7328 �J' G �� d ,265. 1, i 8' r I ,f / /G R . ! \ ?�-� � , 1•. �c x \ - f'/ "J 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING I 9... } � ���..:�,: � t. {�,, CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO r. r. !yJ �. / REPLACE AS NECESSARY TO t ' - REPAIR AND/OR REP AC THE EXISTING STRUCTURE MATCH EXISTING GRADE. s. O e. , ,. \r, Q �.^ n• - .18 r. /k'„ I t�, , T. s„v lti' Q� RETURN IT TO EXISTING CONDITIONS OR BETTER. 11 -" .:• J 11 � '$059 ^i r + l t•• � FLU 23. � ,�''�a, r,� ��:-.. - «'`. `X °" Q ,,.: h"? '= �� . ,' _� �' ; 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE `` r - 1 i 4 ` FL=2^c ;r:;.Z.;,ii a j� \1,� " - ' '�,<.- - ;x'.� /-,. i �f/y�/a/ \ 6�••. { �; :_�� CONNECTION AT STRUCTURE IS WATERTIGHT. l"r , D. �;r-, �r,.,.✓' "I, .^ 5'. �.:':_ .'�":�;�,,`-`:`s�•• \iG r„ •��./'a, � ' � � 2�a ( � _ / � y `•� jj ' �"`-- J'" �~\\, \��v=�'<�f':a't' .a. z, �= TC 27;7.�2 o O /y. // / �, \ �' : • FL=264.0 11- ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH 9 f, t,a. '�.`t,, i}t\ ,•,,..i „s.•.' ,...�' ,` • ,xw�� may^ '•r \ � �• � / _ ,., o ,,: »,F E ,,, « C , ��r ans� / I /\ F� jfW - FL=264.5' \ \`:;µ;.:':;�;:�, PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &COVERS. MANHOLES ' ; �: __ �'�' ,t ,` a / 'v / /' - r; " -E I 2a0-�._ � '" ` \ '.; IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE ry`, \� \ _`.' \ ,y-,, ,1 I- � %'�� / a r O ® %/ � C --- •-26g �\ `\ `'' � `' :< ' * LABELED "STORM SEWER". SEE CITY OF COLLEGE STATION DETAILS AND :ti. Jt, \r c 'mot / ' i ./ (_ _ _ _ } B r _ \F > FL=263. <.: • bB \ �� �^ / s / - - t STORE # 11 50�: i 7 270 FL-264.6' �p� r- ?-.r:� '_. "\\�P �'P `,z r w.� o ;;y---3 O z7I > '" rt SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. }'''-,; • =`,,.••'?'\r-,+•-' 8,. \ ;;,;, �, / `�, I I .� (, 3:95 ,,��o 's•..;`,^`�. _ 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS &CONDITIONS AS H w _ '�`' r,,\ '"`�` ` ''''``� ma's' f C -19 5 S G L- 0 L pp ' \ �' A OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT ..}4 `h- 1 Y 11 i } .,1 ` a ���i,•-•-' 9018 \ , ; ' ''N� s` I ! 274, 175 \ ` I I FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION t ' 280 �" `90i6 r �'' 1 E X i S TI N G W GARDEN CENTER S S. F. =13 8, 419 I i- AN , ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ' <' ''' ` . I" ,4bb / I i - ::: .' ' _ • r' � \=262: ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. +. .,} , ">r - "' 273 5 24.-5, -i , - 901 ,, ._�x ' :�; ' } ; � PROPOSED S.F.-200,267 , t�.� ; � t •? �IVS 4 ,- �� GARDEN CENTER S.F. = 9 46 2 } mmi 3• - ( I! �i 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS y -! � "' '- ? 3�ww.7 -' ^°� NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 11_ `. ' =" "} , . f' 'zg, � / Z - WAL -MART, STORAGE, GARDEN CENTER fi - . �a " -- ._ , 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. ,• ALL NATURAL AND PAVED AREAS SHALL DRAIN. �` �' I f ``�• �• AND RETAIL S.F.=263,616 I_ a .0 49006 `; / i`:. �,;?s'' p V_ ' - , 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY ti ` `� �1 `'�' I ' Z/ 'sue ©• F F.F.E. = 274.60 !i / 3 ti 9005 r �V '' DOUCET AND ASSOCIATES, INC. IF THE CONTRACTOR DOES NOT ACCEPT �` �'• , i `� / • / - "� EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION ` /._ O ``:'`''" w.•� I - -( _. THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A I W i.Z,,�_:�4:�.__ : W, N �- �_?° 1p O2 O2 274.6 ; �s _ ;,,;a ,,` TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER Ao��� '' a s' o�oy�� Ojp, SEE DETAIL OF MATCH'` B ' I : - `= -- `' �f FOR REVIEW. j may,, ... _`." t.••.,.,. Y \ `mil _, .; x •o 74.52 274.52 EXISTING r 4, } ., ', `\ ` s T , s 's%'', \ fr tP� SG O AREA BELOW 1 B ' ' ' , :;: s .., ^ .` "I 274. I ,yt, .,. �• : / I' \\ •• 10. O. :�Iva ,' °, 274.30 _,� Y; - �r>,ry � --- .•-'" / �' I6. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL \\ `- _ ;�f� + /� ( { _ ��x;u`'r•- �' RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY •2 t� rc�'•�iir: `t. t)\ --r-.� _. -,, w\ �:.._� - __ 27�t.15 +' tie._ ^^,"""-^r«-•- : k_`yt,� t� -, N r^'''` �. �• • 55 \�� �\ ;,,,, \ �� do 274.5 .�. •.., - -'-' ,x:- n:,.y<.:� ... .�.7r�; ; -1 MATCH r 74 -��_w ,;� z = � ^� `~2,> �., STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR f �, ', �� �, \ •oI3. \ w() IrONC. RAMP: EXISTING / - 3 / S- SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING ,.. f_ .- \ "` ': 4 ,�:�^ ;'�"-ti,:.ti :'M>~�' `` �, ': t-) `:' `' .a�K-r' I UNTIL HEALTHY D FVEGETATION IS OBTAINED. \ I _ _Kq _� _ _ - , `,- ,. ' ,�;:; � z � ;%` .,;. SPECIFICATIONS U TI A H A THY STAND 0 rev, i 'I M-.._,�� ` . . ��� -. - vy ~ 3' �b K} , �. ` - T" a � s RS W \ ... - �\ {` '�.?i: '«•, i } : i:., r" 274.�.� f �S - ~ c.. �., 'ti -t ' i. :�.. I 78.2T `\ ». 3. r: y Y x x a K i,.. - o- e P r . o9s t^� '�, :': 1 278.25 2 ,r.'r ''';' N=._ -ti w_-: f - : -M. .� _- \ t t - _ 2 � \� 4�~�'� .1 :� , 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES J 6S trio SF 1. �v - : \ �. 277.0 ,. I t F +� o : ' }, \ MATCH EXIST 275.1 ;r=/.r-f� � r,, Y _ ___i TC-274.6 _ 73: L. TG 2 .8.5v_ w -- _ W / ,w \ ^;} r.. ''' `�' AND BE CONSTRUCTED TO SAME. ,.tip, ':ir F;fi^a' , ;;• , / :ar _ -. _J ai �` .�''; �'p��'' •'•. ",b„ .r, \ 2 .15 77.40 -' .:.>,,, �,.., 4 ;.x, \ 273.E 4 \. _ '\ ,/ < . r ' _. b' %,.., 't I.` :;y�z ,',;;`f ,,. \ 4r -73.55 n ' t �I ` r'i' / � _ � ;> 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED •. t 2 ,f;;P'\:\� /nt,,„.'�' \il 275.00 74� 74.50 2 +2 �� \ \ \ ,j-- - °`4=a�`�� '\`-- "" / =''" 4 MORTAR INVERT FROM INVERT IN TO INVERT OUT. ..,.. 273. \ __ :,t, - , L, \ - . ✓ �' �. N -'.11 "\ 19. CONTRACTOR SHALL PRE -LOCATE EXISTING SITE LIGHTING ELECTRICAL 2� Y ��(i �' cn f - - CONDUITS AND PROTECT IN AREAS OF EXCAVATION AND BORING '?;. :, \ \\ MA`7 EAI� PIN k �' . "" (EXTREMELY CRITICAL IN FRONT PARKING AREA) PRIOR TO WORK LOT 4R \ C �'� ,, � ! >6, ./ /.v �( 2) . ,. \. _ \\ g i r / . !,i � r `* `Ki , s_;., \. t, _,, F .: / . S. ?.:.- -!--: i= ®_+ , -J;_�- -_ - U+"�- _ tJ-`� -� i✓�f---- t, - -- - - .� - U '>,'.. / �--� / r - .t..•,�<, COMMENCING AND SHALL POT HOLE IF NECESSARY TO AVOID CONFLICTS. `'''' �' �� ':\i`�'' 274. -�`� 5 \�U - i ice.'' IF LINES ARE DAMAGED THEY SHALL BE IMMEDIATELY REPAIRED AND/OR F , \ ` \,� ``�� ` f ,i. r1__. __._,___'.__ _ _ '_. I _ =`r;; 73. 74.5 \-W-=--- Y� f� ; TEMPORARY POWER SUPPLIED EXPENCE 9 ' 274.2 2 "� ARY OW SU LIE AT CONTRACTORS ,V \\ sr = '< ' �'``�'' FOUNDATION SUBSURFACE PREPARATION °w:� _ L. ` NORTHWEST BUILDING `> , � /1� �\ \ � ' , + I � \ , =' � � � z� �T/v , a UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND SPECIFICATIONS, THE LIMITS GRADING LEGEND K . �:'\•,v`�`\� iF. '� `/ / -o;: { IB �, OB '1�,i \ ZTg / r 1> OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY CORNIER SCALE:I "=20 �J' le ` ';.-"� a f i` 'L� f , % °�' 9002 � 9015 -i . ' `r. i BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE 11 ,o \ �1 ,/ � �'; � ��' 4�/ �� ; I 012 � � %r / � f ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI) TYPICALLY INCLUDING, - ` REMOVAL AND REPLACEMENT OF CONCRETE CHANNEL. SAW CUT �� BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, " '^ "'' '' I, Z111l �-� % \ / �✓ ' ALL EDGES WHERE IT ABUTS EXISTING AND DOWEL INTO I: r;>,• f 275• �, ` �° Y' ~ �8 �' TRUCK WELLS/DOCKS CONCRETE APRONS AT THE AUTOMOTIVE CENTER COMPACTOR PAD ETC. . .,u w r 275.10 \ /' / r / s� i = 1 ° ' 9011 0 r • EXISTING SLABS AS PER DETAIL SHOWN ON SHEET PV-2. INSTALL r i, \,s _/ soo a � � �' ' �+ � i 9010 \ �'I � `•-, {, : THE SUBBASE AND VAPOR BARRIER WHERE REQUIRED. DO NOT EXTEND BEYOND THE LIMITS OF THE 1.A', / / •+''. \ > ' I �' ` NEW CONCRETE CHANNEL AS PER DETAIL 09, SHEET D-10. 1:_ 'i'. \, / - -'' i `\ ACTUAL BUILDING AND APPURTENANCES. . , " ` \ fig, x ' "� l \ / \ Ill �f._\ Vic' /' -/ i � \ { \ 6 �� %l' i TOP OF CASTING SHALL MATCH CROSS SLOPE AND/OR GRADE 1. L", �s1 I �\ `, ,•\ / ,< .• `� •jam �'1 /; soot _�- ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10-INCHES BELOW FINISHED FLOOR ELEVATION A / \ \\ / OF THE PROPOSED PAVEMENT. • _ --' / ! i f f / % WHEN USING A 4-INCH SLAB, OR 11.5-INCHES BELOW THE FINISHED CONCRETE ELEVATION WHEN �w�..;_. ! � [ !• � ��, �% '"� USING A 5.5-INCH SLAB TO ALLOW FOR THE SLAB THICKNESS AND A 6-INCH CAPILLARY DRAINAGE a PROTECT EXISTING STRUCTURES, UTILITIES AND/OR TREES �\ _ �% `I,.,° f ice' �\; ', 2 �� + , �` ��. LAYER. THE BUILDING PAD CAPILLARY DRAINAGE MATERIAL SHALL CONSIST OF A 6-INCH THICKI.DURING WORK. CONTRACTOR TO REPAIR/REPLACE IF DAMAGED. _ '� 4 � =x: \\�` ", � FU,,TUR�� i 901 \ - - `" �/ _000 J _ COARSE AGGREGATE BASE MATERIAL CONFORMING TO THE TEXAS DEPARTMENT OF b.� N. - .: ,,. \ `'c� I o /if TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, ITEM 247 FLEXIBLE BASE, TYPE 3' CURB CUT. INSTALL 3' WIDE X 16' LONG X 4" THICK l' 'mow' -�~ / t \`" - - --- \ ~•` ,�- �l l 'k-, '� A, GRADE i WITH A MINIMUM OF 88% RETAINED ON THE N0. 200 SIEVE. THE CONTRACTOR SHALL BE C �.: - ` ,r- r• - \ �.,''' � Y>,, . � r � O CONCRETE PATHWAY. CONSTRUCT PER SIDEWALK DETAILS. ' K, �f f� ��Q, `'' :� � OUT LOT I j f� � %-:;. "' RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS JUL 7 2009 SEE DETAIL SHEET. REFERENCE PERSPECTIVE DETAIL THIS :,. F.,„ % 27 / /\' , a- \ \ (� c, e I i t / ; - `` REQUIRED. SHEET C k ? i / / 277.42 ,` �` : �\ } 0 901 -i/ Cj TP=g77. r _' y �� % '' TP- 77 274.53 ✓f ' ��.: �� ( 1 j r -- r ;- 7P=277.38 � 274. 274.80 r" �'°\ `" � \ �, ' j \ ,,. ; t , z, ;''. , \\ 1 1 cn' 277.5 " \ I / ,. M -•� TC-277.8 TG-274.48 \ I I ,, , �, /� \ n'- 0 .- TP-277.65 SOUTHWEST BUILDING \\ 4 � / ,11 TP-277.40+ // rTC=2717.7 N, / � �� 1 �' } ___.G / N /i /TRANSI ON FR '� / TO -- , 'CORNER - SCALE:I'v=20v- �'� _ f, N TC-�77.90 BIN'' 16'. 27 2 .60 ' •;;m. - �i ` ,� r' j fi i . L.. / ` /�, H �! , \ TS T'4 T ~ � Ci L �� / MATCH \ / \ -; . , - % I I � EXISTING / :;.;� � + \ i ,;a / 4 �, I tij ' ~� \ ;� . r ''" 274.E �..� ` , T� �11 �f .I.% cp 3/ > _ TG- .'�__ U di . ; 274.40 r / 78. %- �\ _ %'� BS=274.52 \ �` C ~ '� -,-/ i o8 // . i N a 278. g . . I 1. a z .6 E 278.45 � m t- W Is- e �m20 o 1p c`53a 1 2 1 3 4 5 1 6 7 8 9 10 11 12 13 14 115 16 17 1 18 �` , , I\\ LEGEND DEWATERING NOTE: \ `\� `,.\_ \ • �L3 �, f�a8'86'--fl4" E 118.760 \`\\ ".. N \ �•, \ ALERT TO CONTRACTOR. A � \ �\ \\'`.. ""' `,\?�s� EXISTING STORM SEWER PIPING WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF I r _--._._. \ \ ,\ \_ PROVIDE ADEQUATE DEWATERING DRAINAGE AND � 1 """ -� `'�\\ \ \ \�,\ "N \ �\ ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, STORM SEWER PIPING WET WEATHER, \, \ GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. / '- "" - - ♦ \\ \\, �``�` �`\ fsiNAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE 1N J i I; 7 52, ; 76,47 . I 976 0 .� \`\�'\ \` `, - \•\\ �•,'�\I - ` \\ \ PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS ® GRATED DROP INLET __ ®� � ICE © ❑E 0 ' I` } --•-•--'t5` 4 f :' �' \ �'r \ \ 'ND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. t //� "'F`� _ '"' \ `��.\\ \\ *\\�\\ �-�,- SLOPE ARROW I , / N --- - __. -• --- -- -- -- ___ - --- _-_ ___ --- ___ _.__ - __ - --- -- } 0410 ,-- 2� `\ \\ \� \ \ I{1►k, GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT n--._._ 11 1 DIc2 - . 27¢.27 J '1 275. \ ' `` y \ ` • : _ (L ♦ \. `, _ \ �\ CbN 2ACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE ! r I z t \ 5.S!' ; \ CONCRETE FLUME e��L6 �' , O ! I ��- /`'p , '~� I -f `\ \\ \�`, ` , DP`fE``PIJRCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND / / I ! N .,___ -,.._ 76. -?, •~few � � �% J � �\ ,., I.''' \`'\ \ \. <, • O �/ .0- ! J Imo' O 276 / -' /T5,'8j _ ��� %� �` \` �} �'l . \� \� I ,"\ ' `\ �\ 1; 'P` EQUI�2ED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. [� FLARED END SECTION N�62 , ( / �" - "' I "' ..i_ 75.9 75.9 75.50 \ �r 3y3 1 \.', \ 1 \ `�\ \- \ _ \� \ � ` \ 4j"� y '� a o46 I O I w - „ _. 2i5:a1 /,J Q�75. •Sit, t 11,E 2�° \.� \� ti� `+''?�_\\ 1 \\ \ \\ ^>�\ ` RIP RAP APRON / /°�'� /' I V, , _._.._.... \ ;' Si'L• "�`_``.'� J`•� Ill i z \• '\'_ \ \,, \ , \ \ , /' " I _j , ` t f 00+ '' \ \ \ter\, \ \ \ \ \ \ \ \ l 1 / ©� m i 275.4 � �` b �`'" r` /y l , , \ \ \ •� `N \ �\, ` \\\ , B ! _ __ r""'� 75,24 75• �`�''7'I�6 \'"'a \\ \ \\ � \ �\ \ \� CONTRACTOR SHALL CONTACT HEADWALL STRUCTURE .- " . FUTURE ." _ Y _,�'�` ; - \ \x .\\ _ ._ f, - , i i __.,..1 _.. � .. , 1 \� \\ , \ `\. �\ \, \ \\ �� ` AT ® CURB INLET �.°- � ••\ �\� 811 FOR LOCATION OF ALL ,,� ` e ' J I I . _,.� T_' _` I Lr.,"__.. t.w_.,_.__ `. / `274. 2 '.294:? so439 I � \\\ �j ; ' `\\\ `\` \\ \` •' ro e` UTILITIES, AT LEAST 72 HOURS �- OUTLOT 2 O cb ! ! cn . `\ _,.-_._ _ _ r 44 .2 042 i `\ o\ �:, �'\ \��7� ` \ ��� '; PRIOR TO BEGINNING _. X- ` �' r 27493: 7 `' V,f a ` �\ J \` �. 6' CHAIN -LINK FENCE �r-� -' \•__- - ;• ,\ \ -� �`,.\ \ \ \ \ CONSTRUCTION - �./' N\ �}g ® c� " - ` ,�15 I I 274. 711 v -� , \\ ,, , \_\, \,+. \- <\ \ 0,99 C• 1 ' �Q_75:5 -_ -- _- _.- _ _ ..__ 74:i3 9041 T `\ \ \ GUIDE RAIL f *1 `RA. ) �- -�: I 48 i ! � . n _ 274.5� ',� 274.39 .. 274.25 r' � = 3.>�7� .2 �$ +(( i �� r 6, \\ \ \ \\ \ \ I �`\��o ryr- � '` � ( �' \ \Q - l ` 9047 - _•-• - '..__.-. : ,•,,,., _-- .�.,-.,,�.' �. - ' > ':1 � ._... I ._.v_.,.•....r L. = -.,... '`` _-..,.., ._ __._-___ -� - _i` • � B I' , k• )t t ° � ; \-�•_ `\� , a\ \� I •\ �` 273 \>'• I - _ ��o _ -- 3t-�,-,.,•. } �.�.,. ' _ �1,` w� _ ��. `O 74.27 so4o ` - -_�� \\ \ \ ` PROPOSED CONTOURS -_„ �. \ \ \ \, t?T \ ! �' T I�..- , I ' J� z , _.... \ ` i 274 T 9� �' :7 \ s2 Sl ' \ ~ o ''\ `>'3 f .. �; _, i I I / ~�ti;,• a.. __ ..,.,. .. _..,_.. } .0 \2 7 � '` \ y \ \ \" I \ \; \ .�_..,..<2r.•_..___. EXISTING CONTOURS \\ \ �P (' .�-_.- I 75. _• ., i 273.65 $ \ 73:70 :" • {\\ ' `� \, (� \\j,�� � GZ i I ems; ~ C1^ �,_-- C:NM•+�` ` . - 1 11 ... I \ _- .� 8 2� \. = . / � \ ' �. ~\�. �. \, \\ - - - GRADE BREAK LINE % _ '/_ / •� -r r' G w � ��`- ;1 ---::-,::7 i ' f ,� I - CC t- 1 273 $i,y . N.+273.77 )`� 73.60 ` `` z -- \' \ ~� '' \ �``> \ ~`r ^ - } 273. ,_ \ E. ry V 1 . ` t9• • 'I /g''w�v �L5 i �V + _ �; _ .....__ . _..._.._. -.. \ -_. - _ -.`�. $,' _a� --;. \ \ \ \\ 0 x 2&50 SPOT ELEVATION i' \ 75, I 275 29' 27�5.34't - ._ _»i . -.} �,.-._ s \ \ + \' 1s o ✓ 4' �, l` �69 5 -� ''\' + i; - i _ -_; tt _ / - 73.37 •, , ys \ \ \ - / r ~' x EXISTING TREE TO REMAIN '` / AVC 4. 2 �. { ® JC `'6s 4 \, ' _L.. i _ _` vL°-jt ,... 273.5 \ \� \ �' -� L `\\ \ \\\� N .'.... __,_ .._. r _ u . L 2727 / - \\ \.,/ 4 �Q, / 6 QP'v •X' r Ly• �y' "x 75.05 (;ri.,' 'r i i •,' t ^3~ __.w...,... „». I` •�. \ •+" ~, .r•^'"r., .+..'r ,,i'��`"'\ \\ `\ ' \> `'\ ' L t » r. �' \ l , 1 `\. �Y P �, 1 / 048 ( , �.: .1 I \ z / �'W �R � �y��•-/�°- x ...._..v _.�. .. ,, � ; »..�.r. .�-�' .,._,... ..._ �u=��.r;.+.; f. � ._-, _ �T'•rr�f,;r - __.-....�..,,;�_....__... _ _~�`' 273.07 "_/,''- - _ � �/ }�<�; \\ \ \', \ _,jr,G t.// \ 9 t, .. _ I f .p }„- .- ` ~`� ;�• „+,,I}�. ,1. ?1J, ..i.._ ?P';. • / 6 `'N� �.. / j•,\ \, \ \ \\\ -\ \+ �- / " � N \\ ._a-„ _ i _ .._-. 2 �.._ fr .Y;: \� - .._.._.. 273• _ -�`� _ .-.__ �f �` u. �27 .6 \ \`� / „ , '' n-. . .._ . _ - \° " ` , - „- - - _ _; ' /`� � \ x 19�0 EXISTING TREE TO BE REMOVED 7282 \ \ / <j'\' / • 11-3 / -g -� cA. ., \ i I 3 # i ,-..,_. 5 r-, i ..-.- _».-.._ _Y f- t`�. 2T2. ,��� \ 9063 � �. T`\\ \;F ,/o--� � � �-- ``w,i / v ',�J A' y C, �r `! o \ \ \1 I -! ( �? l:� M Gc CC`«_ 11'� T ......_ . `• c Nti~\\ \ G?, \ \ __ 2 \ , Ip - _. \ ___.. _ _..... - ... _ _ e "�"' 1�0 ter« \.. j � `. ; t 7.. �.# Fr ?S Ik r\ e_�. ..... c�`��� 906- o \\" \ .50\ �� r �� �1� F; __ 11 N; 1 ( �� _ __ Y __ � .4 030 _-_ I : go _- _y + \ _'. (f \ \ ,� GRADING NOTES ro r•r i ...._,...,_ «•�..�.{,2,. - _ti' .....,.-._ ......,_.<_„• \ " `�. A ice; 'i f 5 �'-+\ \� \ ,z,6I _x r \. 2� .. ®, ,'\ '� tJ1} N. ..,.,....... .�_...... 4' 1 f �^•- •� ..F..c,._�-..... ....,.,..•,_»E .--<..._ t �! 1" 90 z:7^°: %!� {�• 1 I r i �, �Y 4 g - � -_ ff ,<, I .- I �� , 1,_ .Y j a - m , 2lcY ...: $ \ \ ,, f• $,r.r �r V ,i-. { `-i ter'` .a...a.. _..- 1 - -.., - " -_.... i.. _ • �.e.�.-`_ ti `�' { S .,._ "i• .._.c=•-a'5...-»-_. S + ."i ,f `\ .._,._..� y?L,--..-.,,. } .,... `,.�`..'`.1 ,' �%' l L• T \\ ~"I ;_ � 90 I u� M i '� ,t �G / 4 t�„ Fir, - t... �:\ �......,, y ......\ ;.... ,. ...... y- ...� "i' ��-7';.'�•�•�' :`Z ,Y/� r•i \ 7�+• .��` •..J, i,C � %T j J i a �7 \\ \ _ �.i - .- € ( ! 4liz - -C_•. -�G � sly �' �,,.-.w.,._, / \�� f `�, r'", z i 1: \ \ \ 1. CONTRACTOR IS RESPONSIBLE FOR SELECTIVE DEMOLITION OF EXISTING % 7 1 .r o`` . C«. ''" \ i zI _M1t,._' _. uI�;L•1.il1. _ ..,� - -r-- ~ •y".j 7'1, "„�- i t J'b ? •` �_ q03 i M.._1„_. ,'�_......,.. } ..-y:+ �� `,. \,\ \ 1 \ u ' ` Vm,_ ` » �:~' / j ` ' ± _ a \ \ STRUCTURES INCLUDING REMOVAL OF EXISTING UTILITIES SERVING THE GL / 275.05' rC : t C $ `i \ i ` , i. r :Z N r� y : , r .. / v \_ , .r ry�cL ; t a : ! lA<�` • _ \ 2 - i / \ J i �. / - ,...,. 4/ _ 9 c3 i' „ f B \ r r r` �, ( ( i I \ x\ _w{ � __ ~.._ _ g0n7 __ _.r - �--- �._-____!lQ? ? �' ; - }- »-t c , CC � ,� f� � C� STRUCTURE. SEE DEMOLITION AND UTILITY SHEETS. /' >� t �.. - , . _ - -<1. / . y \ ,::_ -r ro _..__._. F-? 4lij! ,..: ,. _. _.. i - ____ - I ! _. .. { - .1 ? : �, _-�l .tom THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION _... _ _. O i 90 ,_ 't -f`T r� '\ " "" - °� -� \`_! �� �. f - "" __s'!� 'r' �: AND/OR ELEVATION OF EXISTING UTILITIES AS'SHOWN ON THESE PLANS IS -._ ,.-.. / r ,. ' _ �..-._.._.. ;--t �..- , _... ,._ _4 •., ._. -r ltt'v r; , _..... __. 3 _ ,ham• _'._ _,._ m / -� '` f '\ y - �'' " i '\ I _ - - 2T3•'M -1 i BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE 0Z j� = �\ Z ti� I B N e yr'. ? �.•r 1•' \+ rr \ ! r J M .,� ' / i .-._,_,...,_�.,_,_.,...,_ « .;....• . r- G,.1-1 \s �y,`�'...-. ^,�_j M � ' � ,�f \ ?, `)v ` r �--i -} _. -- - - �;' sos w POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT ` `\. - .r" .- -'`� �'"' \ 1 s 1 - ' r ' '723 -.~ --- - - 27' ,.T3..'' _``- =- ' "-" W' - -� _-• ____ \ V 1 ` TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST - _.. / - - / !r ..�P ,l•-' ` -'` .,�`'` \ � . �, J\ - -'w - k �� ,--- �„ i 7 : _ ay; rt ____ "' 'wS \ CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE s <. 275 �. -.t � .� 74.23 .. - «� _��� �� - . s - �r;- - ° P r ( i ; \r 272 �?. 72 _-__/,------2727 n*1, yr , ;-' �---., Y"^-- - y y \, ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT .-..�. 1nI /� f�\` .h, ( y. '',: ___ ,,- `' r% I'- !f - ._....,. }" R .,•4? ..A .. ...-.....�.... ,...,. - i _, ', ' - r _ } .._�.»_ !iVY <�( " t �. i A ,� _ _ 27 � Q�� j� ., 27272+:,.,3.._ __ 272i�; "''? , �73.22 - ` '"` -- I_ a -- � .p SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL 7 t •. f _ - , ? « ,_/ . L^ . n ., A4s~ll . l `,' 17- k„�,. •,$ . �= i-d-, , n`s>;,-^' s ±-�,.,., _ i y --.-_ .. i - \\ \'A -• - ' -'y- --. :%; ' 73.10 M- -- EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS / � /. i Jz t - w �._ / y . "^ 33 RCP - ` a � -t p �y; , £,IEt S Cz`.2 "' F._.•.._._. 273 ! "" +•` „_- dt 7 9 % �. f / = �' y" ` -69+► ''�'. �' j\\ ri, ., ;,. . 273 L.i� -».c~ V I « �R PLAN _..._. / ;, - v. SHOWN ON THE PLANS. 1.1 __-_ 273. € • T,_,,,.,,,a< _A - �. - _ y < / r r r. i A°, r, 275.0 6, 9:',; i a�": Dc I } - ,1 %� W1_ , i - . � ', i- .r` � .r' J' ,. ` : :!�• ,' ,,r«" .,. \ \ • i.,'> r'�^ L:;` - "`e•- � y F+,^':.-'A>�� ;-�:: �R�""-"«"-"""_ J - i �S rC•IN jwi -..- _. , I, f p.K n,! r,.- e .r^" r" .. .. r. - r' . r" 1 ., _.. ,-<-.....,......a- .i r.: r .....D�+ ,..,-. ,.._-..,..... • -....- - \ _ ...._.q,....,�. -. ,q t , � -�•... t .� \ x. > \ . � : : }' :.�273.12 ��•-:.,:...- �.�,,�' 273 , FL- � . `� 'r - ��; 273.0 \ `� �s ` - K " .• \, \ •'" r ( ..$.. z 273.42 - - \ . ,B • 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE �� /r.' - ti \ l r 27. ,� 3.2 73.95 27-1 65» �' :g 2. _ A " ° w A l,q, 7 .32 - _. 73.60 27 •48 �!':"- -. • 6'' BEGIN CHANNEL REPLACEMEN - -r`. '.. , < �� a.y \,i .48 �_• , T3:60 - 27 .5 e; , >" 7 ,� S 7 r M , r - :,'.. ` - = . \ _ FL- 3:_ 5 cr x ter" T3: a ti i I _ .,: %' r, 0 / e r s t 7- , 73.85, F \ sr NOTED. I )}1 �-- 7 73 _ - � .J . O5 »•c _.,,.+ t .r „••''. .:;�r` .r \ i'�` .�,'`'^"e ..•' /<n. - ., }` • , ,t'_,^N"'u'- „u',�'F''tr; FL= 73 7 , ..c,•�;,,., ,!I. �r: yt , AND MATCH EXISTING GRADE S d'•. .'� '�J : l �. +2 273.48+�z / I Sf t _._... tea;'. ...... . ._ > ,•� 267. I< - } w^r � , z K :- 273.4 . i !• r A z v `• r' - ' ' \ x " �` , - R' \ 0 11 R04V 12 \ tit 1 73.E + ROi_ i 5 ft 16 of>1:c:¢2 OVd 1°• ",; g = / v \ '` ,�. : �' K - 265.8 jl i ' \ EXISTING FL f264.48 \ s r • ; / ..• ' .• >' , -- - - - "� u' 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND WITH „�: c ' . ' .-- - r f 3 _ 2Z3.9- 3 4.` .�' :$2 , .. _273�7 5. Z;83_ _ . / << , ` \ �. ,� _ 3.9 _.._ 273.7i$r _�-2-f3.7027 - 3, ]. _ .. . F. ._ 'S - - Dc t�,,. ��` _.. w ',, �,. .-r~ �:; , �..) ,..,.� _ ;. ' -<:�- .�..: 274 - ':...;.; ,�\. / ,,y \. APPROVAL FROM THE CITY. ;,; ,,.:. v ,r r �. .t ,... F: .. . r, x t... >., Y-c .M / 274 1 q. c / 1 . C d rh :i:b �\\ / r. \ / I- \ � � / < r a. ;i �,?' 2 \ / . i 1_1 .- _ �' . ..H Liv' > C� \ r , -r :.y^`'� i/ ^.} ,. ,, H�=' :: ... s _...__-. :tea:'*.-,, � \ � ���• + frr ,r' < :L..:� w _ .L - / PIE ALL BE A FOLL WS' NLESS OTHERWISE NOTED: SEE 'r \. - - -38 t f 5. STORM P SHALL S 0 U T r ~ } ,- 34: " T4.35 73 4. \ END CHANNEL REPLACEMENT :',>' _. t �\ � -,._• �. 'ice �'°i F l4. M- ., \ - « T - f. - - - - ,..=w AT CENTER OF T MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. a�� F L- b 1 : L' 4: FL - I FLOW LINE , ,,. , � r -� F -4. \ F 1 2: c 1 �c,,j - _ - \ m :, 7r.2 - / - - -- ` CONCRETE CHANNEL-f264.42 �;.,I� ,,,.._ .ti• �_. \.r ;„ 75, _ -- �; %/ Y;. .. STORM PIPE IN EASEMENTS AND R.O.W. S SHALL BE CLASS III RCP. STORM \ ,;� r - -.r ; , ^ y_»._�._--� '6.4 , \ N� v 274.51 + ., z�..,..n .,, \ r..:.: , - , ww �\ .• --�.._ , t \" ,,,f,_ f , w 274.33 _ _ _ w //j( y ��, / f �;%£,; PIPE UNDER ASPHALT PAVEMENT SECTIONS WITHOUT CONCRETE CAP SHALL j ,,. „ \ '' 'r « rr' \\ 7 , I 7 i CP._ «/l\ v // J / f'r ,2ti � " \ - �' .9�t t 74.60 �i /' 2 4.s x `., \ iT ' :_�n �/ �' BE RCP.) ' `'+ A• .- t 81..� \\, r " `� ` : ''t ) r� `63 '. j 27 .8 / F 4.0. % \ fit. • 5 /}w- y f ' / .P '� r \_J ! .11 r r i r.,r � �` / l^\ vii. / / F�� � 5 D -1- �{ ' \. • ` . �f � -' , a " ' �„ '� � � \° ° � ' , �+�•, .. f � � . 6 � � 274.51 74.6 % / % .� tI � \ \\,.� ';' , / 3 r � Y %� �� •• �„ Y, 0 274.5(? 74.60 r y:w \;f�%�`,J/jam b. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. \3. �\ e• yr-/' •: . r6J" .� �«,+r 1 .,.^''°yM ,�+' ��%..,s r rr.. ,` f «r` ,,,..r' �, - j _ _ - '� _ _ < ' '•'}- •c?1}:=„\ �„•, CO v �"' y ' � ``� `� , - .ram' \ f-r'°� ,'1 J � i mmj I ,1 f % 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT. \ -11? \ _, �`` ..r• :. 277 274 6 �/. /_ � I I - i I t4 ��. \ . c.` � ' � // . ,, 7 - `'1, r _ --�' ;,,.: ,. -I l 8 PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS \ �e"• -. s `t< 1. ,,\• r ,ii• of �".l }�„ ` ,,•,"'. -tip- •;s .. r�,.. ..:,-ft` F -t �r wvro ~ / - g �' : r SEE DETAIL OF - , . ,_ _ . i; ( 77.�' (A. I AREA BELOW OREVISED SPOT ELEVATIONS AT TRUCK DOCK AND ENVIRONMENTAL CAGE 06-25-09 BP JG 2 ADDED JUNCTION BOXES IN FRONT OF BUILDING 06-25-09 BP JG NO. ADDENDUM DATE DRAWN APPV'D 1 6" Z, , - 1". \ ,-- *1 ;&N . . . ;� -- ••-� EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW GRADE STRUCTURES SHALL BE REMOVED 1 O REMOVE AND/OR BLIND OFF GRATES WITH Y STEEL PLATE OR FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC 6 CONCRETE REINFORCED SLAB. BOTH SHALL BE SECURED r MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING TO THE INLET TO PREVENT SLIDING FROM ITS INSTALLED AREAS TO AN ELEVATION OF EL. 267.5 FEET, PROOFROLL EXPOSED SUBGRADE. REMOVE AND POSITION. �_ REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. UPPER SIX (6) INCHES OF EXPOSED , l-"r SUBGRADE SHOULD BE SCARIFIED AND RECOMPACTED TO 98% OF THE STANDARD PROCTOR (ASTM REMOVE GRATE/OR GRATES AND INSTALL MANHOLE RING AND / D698) MAXIMUM DRY DENSITY WITHIN 0 TO +4% OF OPTIMUM MOISTURE. ALL SUBSEQUENT FILL 0 COVER/ 0 OVERS AT ROPOSED GRADE. SEE DETAIL SHEET. ____/ SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE 3' CURB CUT FOLLOWING REQUIREMENTS: O INSTALL JUNCTION BOX. SEE STORM SEWER LAYOUT AND O 2 DETAIL SHEETS. LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L. TC = TOP 0 B LEVATION BS = BOTTOM STAIR ELEVATION PERSPECTIVE BUILDING -AREA, BELOW UPPER 4 FEET 20 MAX. 50 MAX. TP = TOP OF PAVEMENT ELEVATION TS = TOP STAIR ELEVATION NTS BUILDING AREA, UPPER 4 FEET 12 MAX. 40 MAX. BR = BOTTOM OF RAMP ELEVATION " CURB 3• CUR 6" CUR THE SELECT FILL USED IN THE UPPER 4.0 FEET SHOULD HAVE MORE THAN 50% PASSING THE #200 EL = END OF LANDING ELEVATION 60 CUR CUT ATCH SIEVE. THE SELECT FILL USED BELOW 4.0 FEET SHOULD CONTAIN NO MORE THAN 25% PASSING TG = TOP OF GRATE ELEVATION EXISTING NO. 200 SIEVE AND SHOULD MEET SIMILAR GRADATION REQUIREMENTS TO THOSE SET FORTH IN •�. . ' ' GRADE TXDOT ITEM 247, GRADE 2. . . • d ' , %1/ a FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED 6 00MG IFILAN `G TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR (ASTM DI557) MAXIMUM DRY DENSITY WITHIN `I/ LANDSCAPE y ° a' '��" "a'' \L -1 TO +3% OF OPTIMUM MOISTURE. a � AREA \V a .• .. .O �• . � THE FOUNDATION SYSTEM SHALL CONSIST OF UNDERREAMED DRILLED PIERS IN CONJUNCTION WITH � '- h! •$ A SOIL SUPPORTED FLOOR SLAB. GRAPHIC SCALE ,I/ IV rG ; � LANDSCAPE GD AREA THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK 50 0 25 50 100 200 � q/ � SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE �° •• .4'a `111111 PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC 65 En Ili ° ° •. 'd ' 1 INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A 3 " GEOTECHNICAL REPORT PREPARED BY PSI (PSI PROJECT NO. 303-75100REV2) DATED FEBRUARY 24, a (IN FEET ) 3' CUR MATCH 2009. (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION 1 inch = 50 ft. CUT EXISTIN TTER , CURB SPECIFICATION). GRADE ism,I ����m I V o C N N 0 ZenLn * � D u. 8 Z .V 00 2 ^ LN p y •' ce ' M - aao < i, t " qn 9 W y • •. � � 1 4.j 5 OC g G W = S 'R O W V Co � " 00 (ice tA RS 9 f w e c • N P`'%,�"*-�`:�F�OT �9s ii��• � . i* ' Ft 9----------------- ••GRASSO F••• .• • •• 0 .' i I %���� Ca - 25-641 9 N ;� w 0: . Q 5 w � J I 0 U9U T co o 0 L cc w • w a:Um m �- lij w W to- �z ww a: wpm F 0QC?� =) cr) F-C . � Q V 2ui M� 1 mmj I J J }� Q Q < 0 0 sN0 _ _ - - �. . _ �- - 2 3 j 4 5 6 7 8 9 14 I 1 12 13 14 15 16 17 18 .�. _ - vvOti�.� •�� LEGEND \ \ `� • �� ( A. -4�� 1 L , M� 5.5 4;"E 118_ 76' \X. \,\�\ `.�` �` ``\ S\\ EXISTING STORM SEWER Co HEADWALL STRUCTURE A `� ! _ 6- __ \ \, \\\� PIPING i� • • / ' „�_ :r.: : :._ . \ ` t-\ ••, \ \\ ,\ �`\ \ ` \, STORM SEWER PIPING �At2 �g I t i t ± j` \ \\\�� \ \\` \ ��� X 6 CHAIN -LINK FENCE L�1" =ii ± i. j j T`� i iP ` \ \ G - OE OE OE ❑E 0E__7_ 0 , F - - '' S SETBACK f/. ``��• \ \\ '2 `%�DDED,r Y1Q(�I BOXES' IN FRONT OF BUILDING 06 25 ��9 '_BP JG 273 � • STORM MANHOLE PROPOSED CONTOURS C1, V -_. -_ _-_. ____ ._... -- .-._ -- .-..,_ __ _- __-, __- -___ - ._.- -_ __ �` � '� � ` Abt)ED..ST \LINE9•.IN FRONT OF BUILDING \ 1' -25=p9 �� JG ,-73v.�_- EXISTING CONTOURS G- /'�� _ i �-� - </` ' \ DRAINAGE STRUCTURE ' 4E \lU;' I d.;_ i --- -� �11 '` r `� F; S N0: \ \ �\ J1DD[]d \� \ \ \ ..�11E'\ \DRAWN APPYD # ' V �/ // " `� I ,' _(LL % �E\ `\ '1 ; .-. 1 �, \ \\\ ` '\ INDICATOR - - - - - GRADE BREAK LINE fv i\! -.. v . ✓ \:1, i ` / \ \ \ \ '\ ` ` '\, ` \ '\ ', ,, I �\ �1 \ \ r,cl.c C} / / r 0 ', �� �.--...._,276 -. ? / \� \ \ ` \ "`� Y� GRATED DROP INLET / ( i g _ < EXISTING ;` , �� I !C1` __ i p �f3 f �� ¢ l .1�- -11 �;. s j� I '� ,\\ �_ 2>° �� : \ ��i11� `\ `\\,\\\. �'`\ \\ x is o XISTING TREE TO REMAIN I / 0��, �_.._ �. ±<v 4ZZZI / I \ N. \ \"\' \ i \ \� 111, CURB INLET B /< Ftr: f j \ -'�'�� ROCK RIP 9 b 1 6 / O f ? ~`s _ ,' \ # f i '-,\ \ , `� \\ '`�, `'`•\ I \ ,`� - RAP APRON 2 2 J l.\ / TUTU R E �.I Nc, { _ _ ��--� \�,\ \,` - �-`\`\ \`11 \ `\\\ i x �s�o EXISTING TREE TO BE REMOVED -j' NST 8 y6 p / /- !+ Q •_ _,,. I \ 1 11-� \. \ -\ r .., .. r / { �%; f \D -•- 1Q]" _. r._ _ may`' %� i\ \. \. Y \� \ 1 i t «.......� ._ r . // i - r, , I,I _. i �,, �\? .\\ ��� �� a -_�\ _ \ REMOVE AND/OR BLIND OFF WITH Yz STEEL PLATE OR 6 CONCRETE ® 7 T0;OUTLO/T 2 u i lW I �_ �. \ � - ,_� -, u i -'• _' -- - -` "' ` ; ,: j \ ° `\\ ` `J~�; ` REINFORCED SLAB. BOTH SHALL BE SECURED TO THE INLET TO r' it _-_i._ .. ._._._ , 1 �._.... `__ _ d �Z' \ \ �.> \', \ / / 27.7D : - �, Q Q /� c 1 ! _.._. Ws �... _..1. ! \\ � , \ \ \ \ t,i �% -�27 ; ��� ® I ± - INM F) - - w��� 2�5, s Tti j \`� _ 1 \ , � �,, \ \\ \� \\\\ *\ PREVENT SLIDING FROM ITS INSTALLED POSITION. . - -_ - =-0 -- - _,...___..l.I ; -� _" \ 1 � REMOVE GRATE AND INSTALL MANHOLE RING AND COVER AT PROPOSED Y4' , � I .. „..._. - ` /yam,`.. L� F `y l \�' j \ \ 1 \• �n \\ 1. �, 0 /SI 11 INSTALL 2-8 \�.-• ` . � _ � :;::--�..., _•-/��{., -' 1_�-.. •,� -r Fv /�• \_ � SF =� i \ \ jJ �u `\.' ��`r�� + GRADE. • 111 v �` \,, ,t \ \�J R ----- r- r : I. ` +� i \\ \i ( �j _ �,a.� -� - �'% " "- �- f r \� (�' \\ `\ �\"Ili \`---•h�\\ .. C TOP OF CASTING SHALL MATCH CROSS SLOPE AND/OR GRADE OF THE LF 2` PVC O 1 X INSTALL 1-12 X12 \, �. y - �J~fi _y' : •- ` I _tom` "if sfl'?�,-, ; i;1 3l -q .� ` _. _ _f ` r ... ` \.�' �; '� " �I , . 1 \ _�� t i �`,�\� ROP S PAV NT. INSTALL12 X12 GRATE INLET WITH \ �� `, �% �-�.-w I^=: I �` ! a,� .a - . _ _. -M. I . _ r. ,. \ \F:�\ ° / ``, \ �. I \ \'C:1 C r ",,1, r \ \ / t V ! u_ �CcE C�_ µ µ µ; f r� I� f ; �'^? r;;,,. \ ` ,,\,. tti \\ \ G INSTALL JUNCTION BOX ON EXISTING STORM SEWER LINE. 12 X1 WYE W/ 1 Jrb MAX• WIDE i _ _ / n , - \ _- ,r ^ 0 REDUCER f SLOT OPENING 1 v, i c r % a _ _ - y i --_' ;' J -i ` <r \� j __ ,.. ' _ . i / ? _, ' -.�_ <, -• \ \ /- / �� r� \ r` 4'� :,t l / \ ' \ �� ._...-_ - �_-_ :_-` ., _ - \ =,rs �':, �_ 2 1 LE EXISTING F' - 8"=27 f / \ ! T0G-274.48 `'. p 1 " / =- -- -�,�. -�• - i(, i I �.r . cc 1 CC r \ � \ �\` -\ • 2 / FL 8 =27248 `S� - 1,- ; �r ,a �`t� yJ \ \ -\\; j { ._.._... _ i �,` _- -., - . w .. _ - ,.-4. _. _ - -;� } �'� _. _ _ \. �I �� ,: , \ FL 12 2 \ �ti _• ti \' \ ; ` M _ \ _ -!�.. � `"� � 'ai:, t c � d � O �` � I�`` 7 \ \ STRUCTURE • / - <� �- ` / I . _ t �1 - . i _w i y " \ ` .. y / \ TOP OF THROAT INVERT ELEVATION PIP GTi1 PIPE PERCENT n r UCTURE ` SiR INSTALL 1 24 X24 GRATE IN i < / �6 \ / - I __ ; -`�.. , Ci, 1 -.-- _.__ _ _ �,': ;��.' � NUTAt3FR N - \ f!ACTI f: Fl FV_ INV F7 CV IN AI IT ct�r /'rarer c1 ror IN 1 IPE C" - - o� 9 �- .: \�_ __ I _ ..: �; _r .__ � ;.; :.a, _. r,.�� t\ \ _ / �,y----- • WITH ADA ACCESSIBLE GRATE ( , / P� s w I _ -cc �� `� 'r 4 4 ;�. r ,, r _ - B D 70.75 - I ! � ?,_ \\ 9 , :;, .-, _ .. I _ _,.__ _-,.._-_.-_.� _ I �_. -_.._. _-...._, _ ,_.__... `\ i :` �' ;" ;; y 1 CONCRETE CULVERT 277.60 27220 27220 42 /RCP �, FL 12 IN 274.90 ,�, 6' �pN / � \1� .,., C " -` -- - / i = � _ ' � ,1 = ka. / - _ - - - - X / \IC P x- �._ , �. _ _ - _. .,___ cJ _...... _ _�------ ... _____-_ . -...._ r ( I : ,- \ 1 2 570 42 /RCP 1.09 Cl R ,:., -, / , 1 �` I •�'' r 7 LF 12 PVC O 10.00% t MC / - x. i\ , _ ; i, . a \ t. \ \ I i „� - 0� ( _ __- , _-.... .� ,. -,• 4:. �''� .- __ f / L, \ 2 GRATE 74.00 - 268.10 288.00 - 48 /RCP j �..._ 41 LF 12 PVC _.. �_w - ___ __a_. _r_, \ _._.:__._.. / 278 �� \ - i / , _._ _ \ _. __�_ / U^ ACC! cc \ �; � INLET y r (� i r, ,' ;` �" _1-._.._ _ �;-_, �� 2-3 - 53' 4s CP 0.76X I y/ - / ' \`Z� �j---'� ) rp, �, _;� ... - • ..,.,. - .1/, _ i ___._,-.._`; _,.'• `^'`, `F __ �. ,t`_ ..__.._ 1 / . � \\ ' /' - •%°`", .c, .t �I ", j A ! 4i`1 fj% „�•"'. '` \ -O \ ,.,`�1»._....... ' l.t:•e 'l�N �i ___,.,. Gam'(�� \� r �/r'`_. "l _ .._..., I ....... 1� t \ i ;4;� _,S/ \ '� NI \\\\ 3 - _ _ u C' w I 3.00 28 7.60 267.60 48 CP 3-DROP INLETS 27 INSTALL 1 12 ,, _ . %' ' ;�' \� � / ,t \ I c k _._ _ _... i _a, ( �" __" t......_ I'll I t 1.:i o `� _ "I' 90• BEND 1i'A,r_ -' =)G ,.,� ;_ y' ,F- `, �i N'' /\ I �3 `i\-2� i _., n� ` _...__.. _, t t�:34.. %.�. ,__j;' ( C", \ 3-4 0 - - - - t20' 48•/RCP 0.54X /` / > / < r ) L11 /J/'1/ y �' \ , � \ N _ _ r_ . I _ . ? . s �3ii .. _ \ i , ,,.,,,_ _ _, c'._ `\ % i • -- ;! \ % ,r, \,/ C. .e�:- ,,''" `i., \ .•%,, i ( ...._.,_. i _..,_a.`,.,_;:J`;.:.,.. iC..._. i � 'T' Q T" _ % _P- i ( �n:•.`v _ -�'_ _-.:.�; \ , _ - w _ \ \ / 1 /Pf .,,' .1 \ i _\ _., -_ ` _ ..__ _ _ j p , ; -r- -.1 _ j `, 4 3-DROP INLETS 273.85 26B.95 266.95 48 /ttCP % f �\ %, // �*r? w \ " r '' \ %• I`_ / 9 �i i .�\ J`} � ``'�.. �` ,-'-- /r.l �`.L:i (:C. \ ) \:.--w _,i_ /\_ `a i' (� �, ` \ - ,` D ETAI L A / �N \ / �!! ; .,-'� `'\ \ .. \ I ;tfr f""7' I , - - (j�� ;, t-` .i ��'�. 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I\ ./ .,,'r'"" "✓' .r if'% •„�i°�/• l y ^" !'�` \ 't , �7 .li _ '�.i,-� -l��r i. i+ ..�- .1._ f -' \. ,. ri Q�9 _ _ _ _ • O.BtX . � X%- :r "\ J" r. \ / I I. §;,: 1. `•• _-- Y D 62' 48 CP %�X, % `' ,. r•' 1... 17---,/_r o £ iF• f _ .. 27 Ex_ _.2Q...U= )T �'' I 7\ r' \ ! , - r. - � ` A 33" RGR • "%' I o :..: \ ,...- _ { . 3 j .-_ ':27,;.LF i �w' � � t/ �. ;�c . / / ., , \ \e' c" \ \ �\ _ '\ �\ "u �. _ . w, 273 f __(� j �t�_ �3 • �' I a �R PLAa• . - q<.;h ._. _ _� z;6. PVC - ]t ,\ �`; \ t 9 �' i;,f a' E ' 3- !. \ ' k`19 LF- ± 1. 3-DROP INLETS 27200 265.10 285.10 48 /RCP -+' Y _ �_✓'"^ � ,� _ - \ \ 1 �'z'"�'' n " 7 . , xM.+. •,,, ' a w/ / � r -, _ :.. �F 2 ] _ 02.. 16'i:F'6 PJC ! 2 ` - � - 0 ` j: \ 9-10 48 CP 0.71X '� F y'`4 /� 14 / -_ i + ± \ ,.� - ��\ • x,,d'"' - ,�. =" i; ., 0 PVC..,. ..JL: ,_ ----,' T-v L a Ile.. 45 \ `C/ '/ i l\� - P , i ��F ""'8 P r �:��20:81X W 2 / I / , ! --lac r i - � C ' �Y \ `,,-•" � _ .3T.w. i �- r _ _ _ � B D - J.:. r - i%� PVC_- ".e+ fi?' L� � • :~ �,;; _ \ .- _ , 6 I :�- :-0--3.04X ,:,-:' ..DS °;� � .�,,Il;i - / � _ - - v •.,� "'" + �" \ 1 „� PVC , _ P FL 3-OROP INLETS 27200 265.00 265.00 48 CP y L- - / 4 +x i - - C' ca {{ t ,2 \ R "2J , �_. G .","-'eR.. �, `, " \ 14 �' �" J� � • �I: ?i'Fl r RJ',u �I' \J r � ::;' y :L � i ifi,i 6 � ' h � - ) \' � ' ,- -, # O f)27� b �. _ 3.44X 26 8' 1 ; 'Ai:; s• - 4 P .�'' �r _ - - - �` N-- _-- _ / � r.�w= � ,. r �, • _ < ,,.` \ �y ,� �, r,.. 2, _ P �- .? _ (31�C _ ,� __�-'--�-.�� LF __-.- - .�' - '�8 PV .• .- - _ ��z�. w, `� - 6' ��� �'r 2 , 10-11 p 50' 48 /RCP a57X ' � \ '\` s!,� \ ice. ' ./ , - ' � l I ` • 1 :•3 . f b - _-.l r ^' .,. _...1 _ _ ._...., -- r - . G:-_W L t �-� / r � 7 _ O 1 /' 7 � a' i ,.r ,'/ rr\ f �,0=..57G" - w. -- - -�'UC_ - I PVC-O 3. 2 >s---- - - - - - l r ,ka 1 �. i /' I,.-" _" O• -'`�,. r. C •C 274v / 4 !\ 11 - 264.72 - • - ,� �' t ". -a, ", ,, - _� -to N_ \ 3-DROP INLETS 271.00 264.72 48 /RCP s a' S - \ - s' , �� :. 20 •sr• "\ ,,�� "1 f- " ,_ - 2 45'' B DS ;_> \ . r.-c- T 4 \ U i - �. �� ,'i r- \1 ,-'/ f+` - L t' I i�4, 4. - 12 CONCRETE 269.00 - 264.60 264.60 - 48 CP l � , ::., / „.- r IV , - ,.,r e>•1 . _ y,,,- t ^ ,,:. , ,�' r - - - - - - - -- - - - - -- - - - - - = >a=:t^ /.� � HEADWALL NWEi� �\` . .�' 1 •,' �• 'w" . r>,�.> �,.,,._ __ ", \ - -� 6• 0 LF 6" PVC = ;, \ ' "� .;• •,'� '' ,...-' -,fi \• \ � \� ,,- .0 \ _.-'" �,� " r-." �f '' 1 � .` cr ._ ., � 18 LF _ O 2ooX INSTALL 8 X6 ,./. - � 2�i4.9 .�a \ \ ` _ r _ \ �• r� '.x !' 1 -v ` - ((,j / t PVC O 125 COMBO WYE & 45' C B.v��j `� t �� o =�.`\ 27 EXISTING 274.00 27&51 26&50 26&50 36 AIDPE o .- t. '� „-' '� r J 2-45" BE &:' F I \ %' \' >- `u . \E� r r`" , -r ', , "' -" ,, 6 ' IN FL=271.34 INSTALL 8 X6 WYE BEND 8: X6 ` -I i l s` :. \ 2 CURB INLtT - - - - - - n \. - t i " q '` \l =\ f\''' ,_ ' __ �� ' ,•f`` \ � /0 2 1,. PLANTER INSTALL DOUBLE 38 LF 6" PV FL 6=271.30 FL 6"=268.37 R 1�4�' /�� i j I { ry , f� \ 1:: , x � .", )• ..e ' �A,." \ ,rI- xt., ,, 1 � .- 9C1 K FL 8=271.22 ; � -- $:�5` r �,, 39 / \ r 2-45' BENDS �_ _ ,.=� ,.> � l w w » r r O 5.50X W 2 CO \ - ( ) 269. WYE 1 LF / FL 8=268.29 �# � \ DROP INLET 273.35 `. .E "h,. a" - -''. " � `�� �,=` m � i � - �� 28 LF 6 10 X10 X8 X8 10 PVC FL=270.14 w w i/ 7 ( � � �& /; DaSTiNG ti;I Y\ - \ 1-`'•, r N 45 BENDS / B �$.47.: / 1' \,c^ \ �' mot' -y '" _ I - = W/2 45' BENDS » w » w INSTALL 8"X6" ' ; / /,/ ; t _ !y \_ s INSTALL 8 X8 t _ Iv �.:•,-\ �l. .` \ f� :\ jr ",,.�., , .' 277 VC O 0.40 w w INSTALL 8 X6 ;/ '' ��_� ( , �\ �\ .. s y-' "` R & 8 X6 REDUCER INSTALL 8 X6 INSTALL 8 X6 COMBO WYE & 45' �/ - s 1 ! i` ~ \ \ ' "` '^-\ �'� ;� \ r \,• , '' / " ,r' COMBO WYE & 45' ' i �;, COMBO WYE & 45' INSTALL DOUBLE ' , �" \ \ . "-'' \..,= �., q .,• \ r' _ w » COMBO WYE & 45' w » r w COMBO WYE & 45' r r BEND ' % I2 ` _ I i \ \ v" ';` % FL OUT=268.46 » r WYE 12 X12 X8 X8 BEND W 8 X6 _ 65. ... , ; - ,~. :, BEND W/8 X6 6 BEND / »_ / 1 1 \'• '� i\ 1. '';' =, _ BEND W 8 X FL $ _268.76 Rf \.._ DRAINAGE SCHEDULE PROPOSED \t. / ,\� ;��, \ ,..- t ,;,,.. � ` / W 2 45 BENDS ,iE:� I 1 "':.,: ,.' , ' _ : , _ REDUCER ;.� �. �,. ~ r :r�. .� - REDUCER / / f <, \ ;,y. +�,, .s..� w' REDUCER CER FL 6=269.99 �' / ' : � , t� J I � •-�. \ , , --,,:• ,` y , --"' ' ,-'` > �' - % :f 2 ' r. . - FL 6=269.17 •= & 12 X6 REDU »_ FL 6-271.03 i, r�ir. •' \ ,F • \ _ -•� , - »_ %, , .�; # ' i -� r� \ �I - STRUCTURE STRUCTURE TOP OF THROAT INVERT ELEVATION PIP GTH PIPE PERCENT �. ' `�`` FL 6 -270.1E FL 8 -269.1E J J " \ �, \, ` \ 1 ~- \ 0 , .0 /, . �?' r » FL OUT-269.15 FL 8-270.95 / /:�.?vx' , ' ! CASTING ELEV. INV. ELEV. IN OUT SIZE E , N \\� �i' ,'� - .,,,. , " \ `i,- = A-", ( ( FL 8=269..25 FL 8 =270.03 / - L�Et G \ 2 J / i' '%:1 i ,�' , ! I \ \`_` /+ NUMBER TYPE /TYP SLOPE ' .,' ,•a;' A ., �Q \' r<_ 1 2 /� , r I \ `� 2 0 26&0 - ' \ - \ -� _ \ r � - REFERENCE ARCHITECTURAL P XAC O / - \ F- I 18'XS •,, _,• \-`\:k.,. ,�_, t � ���,.,.�..:_.•-��.;•�.,` •� - -±, /f;�J/� � � �. � 274.00 275.25 268.E 4'X6 BOX ' \£ ` .rr`. - i2 / �� ,`'`n �' Y IN OF ROOF DRAINS AND PLANTER DRAINS. FLOW ONES FOR DOWN /{y �� / JUNCTION BOX '\ \ ` `�D'� ` /- SPOUTS AT BUILDING WALLS ARE AT 271.50 TYPICAL // / �' 1 -`,, �' ���,.,. ��'z X, J•i, ��� i �-' 2�a SEE DETAIL "A" ; / /��i _.'___._ -/ /�Ld 4G JUNCTION 275.75 © - 267.60 267.60 Ne - 4W/k \ r : : Wit, r.Sb i ' / THIS SHEET / `' /Q t ..11" r"' / ; i ' /fy/�/ /' rn -��c ! BOX '' S . / /cam` iS 1 \\ -'; -\` `r -11 �,r,,; 1 r /, ^r / / a r O O. f % . i1 / ( _ - , 26_� _ - - JUNCTION 274.17 Q - 265.80 285.80 = 48r/RCP = s `'�; \ _•''\ yt,. ^�_, .� \ >'� -1 I /n a I '-�_.25� G 2 BOX - . �',',. �. ,-''' �\ >��a i �� /y'~� S 270 FL=264.6' � , r, ,,�.-. � � \.� = �t � -, � STORE � 115 0 s: ., � ► �-- 13 _ - - f "., ;• / \ / \ . ,: =" . T- - <r\ f / I �j I i 7 10 CURB INLET 275.75 275.25 27225 27225 24 /HOPE \ ^) \ \ ' / I �s�ti j 13-15 14-f 24•/HDPE 0.52X �� = \ -" � - �� �� \ = P. C - 1 9 5 - S G L - 0 L II i i 14 10' CURB INLET 276.20 27&70 272t8 272.16 H "'' \ ?`\ ;-.fir . /i I I - - - �s'a:�- \ z �I � 50s -( i 1� - � ) 14-17 - - - 146 18»/HDPE 0.88X p 111/I ` EXISTING W GARDEN CENTER S.F.-1381419 � ==--I-,� 1 '\ __ �• \ };\' / ` / ,-_; , / ?'N r ; FL 15 CONCRETE 275.00 - 271.50 - - 24� \;.-rn, -;::1 �j� PROPOSED S.F.=200,267 \ - - - - - - - - .i: L.LJ HEADWALL t 1, .41 •t � •/'/�J� ' =� \I X .z. �. I <` �. .= Q GARDEN CENTER S . F. - 9 , 46 2 i - 16 271.00 24•/RCP = :P /- Ln i I, "I- v� j%/k9 z � V ' �( � j I � - - 27a90 _ 14 24• y / it '' r OUTLET 274.50 271.00 1. --, Z WAL-MART STORAGE GARDEN CENTER ( '�"� °'"X "` i = 7- O , ( © 17 JUNCTION 27&10 - 270.90 270.90 - - - q y t�.�� �.? 1' ' , : ' �� AND RETAIL S.F. = 263,616 15 LF 12" PVC O 0.50 i �I r_ _ _ - - t7-18 BoX - - - - ,95' 24•/RCP 1.26X U 12 O INLET-269.85 -_^- -� Y , `\' . I ?_. % ' /� &io ° F F.F.E. = 274.60 . ` ' __ ' r 18 , o• CURB INLET 27282 272.32 268.44 267.30 - 2, " ' �- . ; cP. ��M/ ° . �- 18-19 - - - - 24 0.50X 19 / /-� �k/1 -� � •' � ,:,, ;�,-'.' - 5�2 PVC O 0.50X � /� . \ to - O DETAIL i"' ` �'t' f v2 19 to' CURB INLET 272-75 272.25 266.28 266.28 - - - AGo ` ~`>� ��;-:> ?s. ! 'o o LnC:� w .:; I ,/ 01 19-20 - - - 272' 24 y ;:/r/, ��� �j �� RIVATE SSL ` r y ,...�'::: _ ./RCP 0.50X .�� : _ < s��G C� - y \ 2 45• BEND ..: -:: ,. ` � j 20 272.15 271.65 264.92 264.92 30 /RCP �, :;: f � \? l r'_\ \\ ,. \� it �/, _ `-- a \ \ ■ G t ` - �f I , "..,,` ; 3 `- _ 6- . - - - - - ' \ < ;' o p� TiE INTO EXISTING/PROPOSED (SEE 5,.-,�'' 10 CURB INLET .4::, . ,', 0, / , \ ., ,� s , ARCH. PLAN) ROOF DRAIN LINE. - _ _ 20-38 34 '� 3 T 9 _ _ - .�.__ FL 1270.0 / v :Y^`4.. ��. /RCP a29X s• o g' �, < `i'tt \ \ j �' CONTRACTOR TO DETERMINE THE -� - - F_ �''�..-_. _,_._ � . I ::< . �. EXISTING GRADE. EXISTING UNE SHALL-�- VATE "� I L , /u ._ \ �' / o - -15, �,s _' 47 t�i .:: s •a.7•d �,� cl / 1. c f A"g `` 2?, 21 5 CURB IN 27240 271.90 268.40 Is./RCP ? •., :; / ::,:: > \ .a��: 2 ONC. RAMP .i " s: x •' .O _ �, �,� �'' \. / BE LOCATED AND GRADE VERIFIED / i' - 8• 8• �` \ \ ` i/. .e _ �, _ - - ---- =� \4 � ,_ :�-_� a.,,•.:; .�_ n=�'� �t".1-.. k ,- -" V 21-20 - - - - 1 /RCP 7.2'SX ?� r _ \ c BEFORE THIS UNE IS INSTALLED. ;�� I K {. ll .0 . ... ;?. %n 'F' F S, S �. ', :) . \ "- %= 37 "t \ 1�. _ . ___ '4 _....c �w- -- _ _ - - \ 22 10' CURB INLET 274.25 273.75 259.75 269.72 - 30 DPE , k°''� FL t273.00 . \ CX .. ,.. 1 ` I- - / �' v k SJ. . 6 o�Sy ` ` \rI SEE DETAIL 2 I _ _._---__v ____ \ ®• " __ _.___-._,1�>�~��"y _ /.1 \\ 22-24 256' 36•/HDPE 0.80X lsr°, ,,\ :Z ` \ ;' E `•x`;I - x-./ `, i�; X ` l ` __w.-___._-� ? -� \ w w C^ _- \ 0 23 DROP INLE? 273.30 27a28 269.88 Jo1'/FOPE ,y \ j r- , \ '-A oI - - - - -� \ \ < \ �' ``' b 23-24 - 63' 3o•/HDPE 0.35X \ r. it -: 1 ,- t' ^' t � + _ `� .- t� \ \ \ --__7_-r J` I N'\-�'G,\, \ =s - r <,\ - ,��>;, ^ ;t.\ \ / o \ `L �, ✓ / JUN BOX 276.25 - . 5 9 - \ \ . \ \'e. �` •' :/ _i I _ \ _ \ . / :;=' '' 1 ° o w3 24 CTION 269E 268.E 36•/HDPE > \'{' \ �5" H.D:P.E\ �' - Y _. , \t + i I / 24-25 - - - - a60X `S �4 `- �\ \ •6,. \ • 1•, ♦ / �.� /'� _ �� -,,._. �� �.'s__ : _ y _"= �' , -\ C '-`.A t - !l-1tli^s• , :, `I '� \ r f l \' y0 'o. [ '� I 1 ~"\ i r'' J _ 100' 38 /HOPE \ // / -- - ..,_ - - ' \ - 1 `n J r 25 JUNCTION 277.00 267.59 267.59 38•/HDPE T 4R \ \ 1-45' B _ �� - - - r . \ r w � � BOX LOT \ ::. c iy ` 6, \ ir., ,- �- �t..I_ 1 -_3 _ ±_ : i--�__,�.�,_ IN< ' j,--RIVAT ��SSL _ _ ► +•_.-§ - _-._ U _ U --� 6 \ r ' ' ✓ T .� S ., 25-26 - a60X �,; z: \ FL=272.5 -'` f i _ i, Z \ _" - _ _ ._ a o :,- _ - �� \ :� ,si � p % I , j .I' 1 f N. , -�, �`t 213' 36 /HOPE 0 2 1 1 \ �a `�� L � �` � : \�``,v _ �-_. s t _�__�_ � �. � ' \ / \. � � = � � � JUNCTION 75.00 266 3 26g 3 38 PE � -,, �, "'.;._ \\ O ` /;, 4- ° o, •t' , ` - \�, ® ` -. ``., �' z ° ° �� - 26-27 Box - - - - 36• DPE L63X \ \; :\ ``.,. \,=' \ / \, . 28 JUNCTION 269.45 269.45 2-42• RCP \.\� � - K ''` \ole \ice & :' 76 - / , "` itV ii �oR 28-29 �X - - - - 45' 4'XW BOX os7X \ ',. r)w \.. _ \ �\ r \a4 \ 4 �.' / i F\'i I I ,) \ j s // ,� '�y O `.I A N C F. 29 225' BEND - - 269.19 - 259.19 - 4'A' W BOX - \\ " \ ; \ y / r/ �� I I 2 ° � j ,ate, / f., - L � -w �� - - - - - 61, 4'XW BOX 0-57X �" /' 2009 / i ' JUL - - ��j, ``t s �,� �/ / �, ` ._- `\ " i 2�'I ; /%" \30 45' BEND 268.84 288.84 4'X6' BOX . J `� ,IVY\.'11�`" I ATLON- - 26&84 28&IO 12M 4'XW BOX - 17 / / 1 \ \ \ \ C 31 10' CURB INLET 275.80 275.30 - 271.80 - - INSTALL 1-STORM DRAIN � f\ , ` , l I \ I � �'I �' ;' � �_.._.^--- -..� .J �'`�� _,`� E I' ` _ MANHOLE t / _---r'"f /j� -\, /1 31-32 - - - - 37 18'/HDPE 208X FL 12M IN=270.87 `,'•j ` \ % / �� V�. / ��j FL IS' IN-270.42 \ \\�' \ice I ; \\. J 1, I F L 18 OUT-270.42 .... - e. \ �` I ; 4 _ ,\\s FUT RE t.M - �w , LF 12' PVC O 1.74X O 5.92% '_:: / z \ �,;vT 0 UT 0� 1 , �k FL 12 OUT=271.50 0 LF 12 PVC M''h;I ;- �, At, i� f C' `� (TYPICAL 1 OF 4 O 3. OX12 REDUCER \ 2,39 f I - \ r- `:s , \ 32 18• X 180 - - 271.03 271.03 - 18 /RCP - - WYE - - - - - - - 33 5' CURB INLET 274.85 - - 271.66 = 18•/HDPE - _ ._.E3___._..___.___ .. _ _ 33-34 - - - - - 2.T 18"/HDPE 1.98X �t __ 34 18. 45' BEND - - 271.40 271.40 - t8•/HDPE - --_ 1_ _ _ - w. 1 34-17 - - - - - Ise 18•/RCP 0.30% • "' \ / 1 ROOF DRAIN' I 35 OROP INLET 273.15 - 269.89 269.89 - 2-IWIPVC FL 18-270.63 1` �` \ "r ' I I J - ° ( \ FL 15"-t27 00 STORM DRAIN 8w • 1 FL 12-270.63 .,;- 1 ,\ i _ .�•L 35-37 - - - - 289.89 97 18'/FmPE 0.11X ._.®-_ ___ _____.. �. --.-I---,._�..__.----•----.-_._._._____�__ ._ ._ _ °`�s 1 i ONTFRRACT �0 12• • - -- - :: _ , � I 1 / r 17 LF 10" PVC O 1.28% MANHOLE' TIE-INS 451 t _., ( / �- - __ ^ - 36 - - 270.42 270.42 - 18'/HDPE - _ _ f 18 70.6 .PVC \\ " 4, \ I 1 j v Fl. 12" IN-270.75 TYPICAL TYPICAL i MANHOLE ___ _ ,>_A - �i 36-23 - - - - 4C 18w PE 0.30% `-. ( _ 4: 3X \ \ / \\ I I / INSTALL 14 X14 GRATE F�. 18w IN 270.25 i 12 - ' `- :' �- - - --- - - -_ -- �i \\� \\ \, \ i I Q-/ I 15�1.,�-72. INLET FL 30 OUT-270.25 i �. �� �� I • - - - - _ - - - - - - - - - - - .-_. _.__,__,___,__ _�_ -<.>, \ t 18 X30' 269.80 269.78 18'/HDPE I X i - ��\ I 5 r'r: °1 ; T.O.G.=274.45 SLOT FL 24" IN-270.25 t ; t _ WYE _ - - _ _ - 1 • . _ ._ . �.. t� `� I �i' � r �' OPENINGSHALL NOT BE - t t .____ �. __..N....__... w..-- 3C /HDPE3 -- i ._. _ -1r6 , _ 270:51 1 \ _ : y `\ 1 7 , ., • P O 9.38X t 1 _.._- - i r t _� FL 12`' 70.7 w \ ,,: I 1 h -� �: f a22.5'°, r, , ,' \ MORE THAN 1 NI % t 38 - °' M _ I 12-270.72 `_ 1 1 In \ �, / . �:.•'._.;.'- .* ":---, w":`_.::-:M:"`+-- l ti f� _ �� • 8 AFL 12 OUT-271.50 I 18 / • t JUNCTION © - - 2K82 264.82 - W RCP N _I_ - t -- -_ __ ___ _ /" _ t. _ _ _ _ _ `� \� i I � 4 I:r BEN ,tl k FL 10 273.00 t FL 12 OUT=271. t _ 2 BOX ::2 - ( 0 __ ___r1-. y�-- __ -���_ ?: `�.. -�,._ -�.�_� t, - \ \', ; -��` - � i ->- r `� ,y , \ 49 LF `' 10 LF 12" PVC 10 LF 12" PVC O B.90X IT""".0 10 LF 12" PVC t I - - 264.78 - - 48' RCP o :�.._ _..,...-a ::�__ _ _.ti _ �.. > a-.�-: ._ . _ - .� \ . �` \ \' t� ' ", .. - ♦ ' \� / '\� / r '\' C, FL 12"OUT-271.80 1 1 O 5. 1 I 39 DROP INLET 273.85 (RAISE TOP OF GRATE) N I i ? \ _ ._-__�.__ 1 �V `,15 HOPE O 13.20X I i - 12. �. t i t \ !: ��\ Cy''^ - ;\`� 4y `� , `'�'t.t .r, ^'D' tv ( :26 FL 12rOUT-27230 t FL 18-270.72 1 N FL 2-10"-269.9 .BEND.. i _._ 8 _. _.�... 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I \ Mj r W � " i�:32 -FL-- 1 -�70.4 - W W 12" PVC !�T271,:000- 2-10'a 45 BEND � cw y 18 X12 -`WYE' \ \ ♦ �Q +y' ,� 4 I � / k �l ; 23_ _ \ _,� ` \ �. ,. , 1 n / IN ALL 24 X15 'F`L l ,-2,7 .98 % / - ` - "' rTYPI37anm a w R CI4L \ W/22.5 BEND \ \ `*. �,/ ` ;:}i T �/E-269.89 \ \ \ % � .� ' S - / 4 odic __l 1 FL 12 �270.7 O Lf !2 _.P._VC\ \' \ '' Pc \��` \ `�,4j ; ` l� SF Cp / /s , Wt� i s4 5 CER / �r�; r s 12-270.82 1 _ i 0_7MX - O �.82X 12b.1�1 q - - - \ \.ti 1` X �\ \ \� c j / i/� ��' % FL24 2 a, - 2� 2 2a0:91 _ �` ., - NSTALL 8_ \ '4 C 0 / - , / , i s ry 12 FL OUT 271.50 r r X12 \RED CER \ \ - - - - - - - - - - - - __� \ \=':,.:. \ \�(I' FL15 / , / r 1 a� I 1, Y �L-r '' � _ 1 �2 /113 F1s37\0,I -_' ` . __-_ --- ____ - _ \ \ \ �:; \ / �/ _ - t1 i1� --- �1 --1- - i i I.t ` ; l : r- �U. __ . ____ l' I�° --- _-__ I-. f� _ ____ s ILAYOU7 3 . r'- f- -- ..r.i \ ...-.. \\ .._..+\� \-�\ / 1;�� �"'_--�. 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'. ,�� I - i, - ;�) _ ", 1 1 ,,,,�_�� 4,1��. 1 FL=263.0' / / /___ \' % � - , ; v ;, ., I , 11 I.. 1-_ I-Ax I I 1-1 rl_ I-, ) , ,� 11 FL=264.6' � 11 I G _l_-_l _11 __ \ v �, \ � . , � _1 1. 1� 1� �., .--..-..I.-.-- _,_�� f i %K . I � 1, ,\ " �� , . Fl:��_* I . . i i . 1_�,, \ . / 10 // -4 - 6m� .' 1\� , , � I'll ,� 1 ., RING MD ;: � � u ----- , I., -,-,--v4SIALL FLAT TOP M H LE r 11 ,�, `,,-� - I . �. N, .k,-�,)�\_ � . ' L .'�R'—_ONE -SIDE 40 - k 'O -4XWNECTION&''e�L�� ,��. \� _` 11.,_", ` < _. i .1 671A I'll I STORE # 11 50 _.__._- I I— 1\1 .,�. 1. I . , ; ;I Z " '111�x I _JM A , ,, ! �,"% 1. .HAVE W __7 \ I '1�p ,>, - "I t-,, 4 � - T 1\ ."', �. I �, '�--!�WE 'VDE`lO'- HAVE 'IZ- �N * Im lurm ,��-,-tk--- �� 'I., �111 _/ ,_ � _- f a." , � . - , Cr, , �� Al- WMER LINES TO BE AM. �,` ! '��," j, i \ J 'i -1 I . � . . . .. 1�� _ , 1,� ". " .. \ , I !, , �, ; ,� - , � 1� I . \ . , ,;�.;�'., , ". 1.� �, , " " - * -, S; - �. -, " '� SEE DETAIL M12, SHEET D-13 \1 ,� ! J V I ! ,-\ '�_11�"�", - -, I I ` � rq .; .... . . �q \ . z.,'* _11\ � .t�,�� -�,��-� . 1� \ ' ,� � I I" ,�� ".1 \.\ "I * I' — 1 9 5— SGL— OL I ,,-,. 00^4 \� RIM ELEVATION-277.30 (MATCH E)a�MG PAVEMOM F . _� I i . � \ -� -, ! ,J , , I ! I � I \ I ,,,, -A I �'_� ,� _�>. .. ll�l U -) r, , q I . . _1 � I . .1 ,�; ,,,, , I , / I'll — � , / \ I � !, "I I MANHOLE-273.30 \ \ iy�ll . EXISTING W/GARDEN CENTER S. F. — 1 38,41 9 � . . N . i I , " . \ 1, ,1� \ �l 1_1� � ; f L= Fh,-� 262. � \ lJ__ . I _ 1�0 1 4 m I 11-1 � 1-1 . � / I LA ' , ' n '% I I , - \ '14 1 1\ ��� ll� \ \ '�l , , " `\ ., '�� \�,\ ""� NS , 1�1 - ON 1 7 Ill\ _,�__ -_ I ,--., I � S'� I \\\ \ � " 9 7� . " _ \ . , 91) - 11 L2 � \ 1� D _, �__ ________ ___ _._ _ ____ _ . I_ _ _ = ___ _ _t, , /, , . " m , \ [ _ N"'\��`,� I �_ ��_'�_ � I � - --- _ I � � I �l I \ .1 . � \�, I / FL=262.7' `J 11 I .Pl \ . V-0 I � I'__ ��, I,- 265.5' z 1%, /I I - . ,_ 1-1 r I I _ _ ?') " , b _17 �� . PROPOSED S.F.=200,267 � . uj I �.� . .,� \ z \ \ 'I., 4) x �_�-el . _� v � � /11 . � �� t— __ ��, - ; I ON i \ x [---,, 1 5'� _1� I-, ,�� I � � I _ LINE INSTATLLATI . � "I \ I 00 .,... ,"11� , . ;. 1�1 ,�� . - 0 mmi I I ---- -A i BY ATMOS EN RGY I r w I - �� \, 1-1 0 GARDEN CENTER S.F. 9,462 OM DARD / 2 0 , \ 11N�v ; . -\\/\' :1 , sk, - "I (6- . - � . . ; �mm I , i - f-111 i I - _[" TASL STAI � i " . CIW �ST i I -3 1�1 CITY SEWER MANHOLE ., , �_ �ltx I . I I'll .e � 11111 .1", ,'I Al, - . "-A_ �. -_ -_ ___ � ii�,�� I __ __ . . \ ." , ,�_f v��AL—IVIART, STORAGE, GARDEN CENTER 1: � � , _� le..*;4. H \ //_1 - , I',- \ I * l\ 1 .,,�" ,- " -�, .:� 7. WASTEWATER ENTRI : - . __ . .1 ; K L 17, r *q 0 to - - � I �t 10- . Im .s it: m E! , V) -01 �q IR 0, - �2 r_ - :F I I , , , ,-, , I 0 0 . X Cs :: z - - '! a = = �l , 11 I E; 0 a- 7 -_ 5= .6 E -:1 !g , I W = L CL = s M 0 1 U,w I g I . 2 'i L: - - . . I '* 0 a. 0 D _j . I z I \ I \ "I . , . --- I � i I i _ , , � / I \11, z \ I z 1_0� . — AND RETAIL S.F.-26,3,616 `1 to -_ I ., I/ \ I \ I\- I cl / � 0. * - I -- __________.__J .'I , ,� _..-I , \ ! .", I . 252.8' ELECTRIC SERVICE EN ' � / / -*, �� - - � I I 1� \ ;� / .", - I 11 I , . . I 11.1 f '0� J.� I SEE ARCH. PLANS FOR ,, . 6. � 4 LF 8* DUCTILE IRON _,�'..";-L - �� 1�.i * I � � z - / \ "I I --, F. F. E. — 27 6 G 45.3' TELEPHONE ENTRY _j , 4 � / . "I /I \ I z �_ 4 %_j "i / -1 .. � 14 I - � -_ � � I ". 0 \ 11 I .1-1 ELECTRICAL SWITCH GEAR . ,'P� 1 . . N A - �� �� � W , r_ / a .,,� , : - _7 `1 V \ z ", \ � R I., 0 CONCRETE P 4D FIRE SUPPRESSION LINE , �', _�_ - //;�l \ a ';,_ .... -....- "I INSTALL 874F 12' PVC 11 I (PRIVATE WATER LINE) . �_, vn I - I � _�. - I �1_ I � . .11, 'pp- -r� -- I � -11�� ,.. TOP . .1 C � .7�i I 1.11 I I �:n,'� 1. . 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TIE INTO YARD CLE � a- - ,� u, ---,?� ell, ICITY SEWER MANHOLE I � \ \ I S- F, " z Z � . _�:� , : ,e ZON .... 13EN I - _-,.jt_- 10 _:��:r� 1\1 /I - I w��>, , I �, ,.v '_0 tic if AMPLING PORT. SEE INSTALL 2-8 w ff-- ., � �lzo . - 1. . 2) � - ,*/ 4 .,_i�tl'�' 1, - 'O WASTEWATER LINE SA . L , V.. ; " I . _bi 4 , / , . 1� I \ I — - . I . ARCHITECTURAL PLANS , " ,_ - 4�,�- _� _,� . I/ � ,,--,) ,�<� \ SEE PROFILE SHEET (HORIZONTAL BENDS - , ,__ ,_.- ' ---- %I- :=_ , , �-,;�;�':�-,�:[--,�,r,�:-,i-,-�,-,�-�k:,;,:Z,-4:-,-��;,-.Z�"".;":; - __ ��_ - , p ij - FL=267.1 0 - - - - - - \ r � .; ,�_ __', ,."', 0-oo-7 v I . I I / _ � ) ,--�_�R, - , . ILL FLAT ANN ." - , 11 - DUICI`Iii�IR L. =.,N, ,�gg- .,pqm _:� _'�� .g I/ /I � i". \\ - _f - iS _CF-i�- __:_ . _, ;er, 41* WASTEWATER LINE tic it \ � rM4NG AN .,� - RESSIbN U _� �, - ... _F1,111, =�_ r �\ /I VE, TIGHT- , V.N \\ ( PRIVATE WWL PRIVATE -X6- TEE � U NE� " / - /I 1 -8 __) "I I � '. 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EXISTING 8"WL ' ' 1 DETAIL "All 1)4 N.T.S. . X'�t E !p N .- I INS LL STANDARD - !�� STA - � '�'ME � ly SEWE t MAN�, . LL,-STANDARD ,,�Jt NIM I !S\\SA El 1_�, I *' TY TY_`bEWER MANHOLE � - , \ , \ - e��,\�,- � , �_ , CP \ E\N 4TE� L " I � / \1 , \�p 1 30 1 � �, I -.1 , 's, � "I \ x v ) - COPPERI I ---I - - - I IL.L- HEE � _�,_"_ � I- ve �' \ I ", z - INSTALL 1-8wXY %-40 L.F 6- AIVATE1 / - I , . - ,,�,l N I 0, - 0 z � �, SDR-�6 0 I.00X i I I \ ,,-��.!�- \ k, 1p _� 11 ,� / � -,00IF I . . I \ I/ I SERVICE SADDLE I I . I 1\ \�_ I., " \ .lr , le 1-3m SERVICE 1_� \ INSTA 1-6 'OWG' \�_, ip�, X-l-, j CONNECTION IM RKER', \ " ,,.) I Z/ i-u"nu , "I .", �� - I -UTILITY MARKER \1 \ SEE DETAIL HEET -",, \ 7vvK - I / 1\ I �, SEE DETAIL SHEET \ FL,-e=968.1 ", \\ \ / . I e / 4. _11 , , \\ _-�,, "ll-', / �4 N '-.,, 4 ,TV KFLOW Rny� ELECTRICAL ) D TELEP14ONE " A ,,, " _1 " ,� � �/ '. E 1-1 NT J0 REMAI,K�, FUT K `\-1 0 . \ I - �0 \-\1 PEDESTALS SHALL BE LOWERED, \_ __ _� .n ) V� IT I ') �'l N . A` ALTERED AND/OR REPLACED. / l/ . / � I '\ �\ COORDINATE WITH UTILITY FOR OUT 0 1 . 4- , <> - I Nke� \\ ADJUSTEMENTS TO NEW GRADES I / I X IT _� \\\, ,,,� AND ALTERA11ONS REQUIRED BY / 11 i t / I ,�,,�, \ 1, \ il I \tQLLEGE STATION UTILITY. i 2*19 A�* It' I .." v I I-- N N% Ill> i . / I . I , ,-, . 11, o�, __? , \�\ , � .,. / - N -\,\\ I I I - / � ,1� I 'i I 0 � __ 0 �t I Tlo I (�, - I/ , . , .. 1�\ C I GAS LINE INSTA X .. I 1\ ._�'.._ I I BY ATMOS ENERGY, 1, � j, � � I ll� "� i _', 11 j/. I ;N,!�,l %. ��,\ �� I I ,� -1 '% / �' ? . I g / ,.,::� * n 11 N�� C��' * :::- . ..� 1,1 I -, j ) . ..,a rl. 1�1 �� � �, Q� 12 .. , 1_? '. I .�, I ,e) .. I . ,_,�_! , I � / . / . � ( I 1�i 47 / i,�T�.� N�� i / � �,, .., Cl I . / � --,�,� / �, ((66 44 % , ul � I ", " ,�� I r— :77'- C , _� ;_\ � 141-1 , 1�) , , . . _; N , , � /V., ,%, .�?.�, %% --'-", - _, A�y A,�� I '.... � �/ '_ 'N" /ly , "N' N ��< I Q - . I I , I �.� cc. ' ��. , �. / N'�, '-- 11 -I.-, . _., ."'. _� I , A - ,-� �� , , 4F7 1 4 ... 3: OUTLOT NOTES _; m L — ,Aj . , N( -IV- ��,, C *00 \ ,� . I I -1.) .:I ,�. -% `�� ,,, Ql� /�� J*' THE CONTRACTOR SHALL COORDINATE WITH . _� fl�\ �-., I /'- JG��, * F 1_�[` , - - ; . .y , � Z APPROPRIATE UTILITY COMPANY TO EXTEND lb I \ , ,-<,- <Cj- / 'A v 0 lu; GAS, PHONE,'AND ELECTRICAL SERVICE TO 1-1 \ Q v z �k 0 , N .. . 114�z ---- � � _ '-,'<,-:y4 "ll .,,- S-v, ��, OUTLOTS 1 AND 2. ALL U11UMES STUBBED . Z��: �� I 111% - , 011 6 - I tV, .""":11 .01 TO OUTLOTS I - I ..:,., %% I - / . 1. / lq�l I WITH A UTILITY MARKER. SEE DETAIL §tffT�. I 1-1 *_1 ,Q�/ _ "... ., - - ., . , r)" / � � � ZZ . '� -_� ',,---- NOTE: CONTRACTOR SHALL NOT AT ANY TIME HAVE BOTH ENTRANCES CLOSED TO TEXAS AVENUE OR LONGMIRE DRIVE. THE NORTH DRIVE ACROSS THE FRONT OUTLOTS, CHURCH'S CHICKEN AND SCHLOTZSKY'S RESTAURANTS SHALL BE KEPT IN OPERATION AND ALLOW ACCESS TO BOTH BUSINESS'S. IF ACCESS IS DISRUPTED THE CONTRACTOR SHALL INSTALL TEMPORARY SIGNAGE AND ESTABLISH A DETOUR ROUTE TO ALLOW ACCESS TO BOTH BUSINESS'S AT -ALL TIMES. THE CONTRACTOR SHALL KEPT TO A MINIMUM ANY DRIVEWAY ES ON THE ABOVE MENTIONED RESTAURANT SITES AND SHALL NOTIFY THE RESTAURANT MANAGER AND THE WALMART CONSTRUCTION MANAGER OF I ANY ANTICIPATED CLOSURES AND TIME LINES. I \ �, � I / I;.- I � ., � � �l �� I .- 1�,� .......... I ., ' . 1. I. '�' ._� , - � � � - Cl I- ,� -t,,�,1.10N,A.- I , .sil;,�`_.,l � .. . - t �- - , ��3, .. H . I - � . '. . � I C - - , -;--- STALL I .� 45* , DRIZONTA4 BENC 1�1__� p \\ ,-l' \", z 1� �- /,/� / I I . . I . / y _,__ /_ .. 11 I I 0 !��� , ,�,,� ,,�,,,,� '\�,---�- /1", - _::,� I/ _j I , �p) : .. 1�_ � - .� INSTALL STANDARD 0 . CITY SEWER MANHOLE . WASTEWATER LINE tic if SEE PROFILE SHEET STANDARD SEWER MANHOI E I MIN. 6" HMAC EXIS71NG SEAL COAT/ HMAC SAW CUT-i __ - � � ��,_ , 1___�___ 7 o a _1 r'��� - - IF//%v//%% ... .. * . ///\V//\\ ..,;r�-...,�, !;0. ci - COM m __ . , - 12w �_ STABILIZED SAND ,...,.-�U_. , - - - ;.%.;,.; - �.`.*, �-,; - -� -,---. - � - .��.. . 0 12m - :.. -"e. ... I � .., ;-, *-,�' Z.... ...... . , . . . - ..,:.. .... .;. SEE BEDDING DETAIL FOR ..... . , .. 1� A I � .- � 1. � ,� PPROPRIATE PIPE TYPE UNDISTURBED SOIL--ZI-I I J � VARIES ' OVERLAY STREET IST4-p:l] , ; TY SEWER MANHOLE j 2) SEE Ull TY PLAN LEGEND SHE —6 FOR SANITARY SEWER SCHEDULE. 3) ALL WATER LINES SHALL BE BURIED I MINIMUM 4� BELOW THE FINISHED GRADES. dl. 4) ELECTRIC PULL BOXES TO BE PROMDED *__ � BY THE CITY OF COLLEGE STATION. PULL BOX p TO BE PICKED UP AT THE CITY YARD AND cl, INSTALLED WITH CONDUITS AT LOCATIONS lk, SHOWN ON THIS PLAN. 5) SEE TRAFFIC CONTROL PLAN SHEET TC-1 FOR LOCATIONS OF OPEN CUT STREET AREAS AND REPAIR DETAILS ALONG BROTHERS REVIEWm) F R BOULEVARD. COMPLIANC 6) IF UTILITIES NEED TO BE ACCESSED WITHIN JUL 0 7 2009 - I NEEDS TO BE REMOVEDo IT WILL BE THE OWNER'S RESPONSIBILITY TO REPAIR OR � I REPLACE THE STRUCTURE. C0kLEGE jT%j?N 7) CONTRACTOR SHALL PRE —LOCATE EXISTING IN NUINEE RIN SITE LIGHTING ELECTRICAL CONDUITS AND � CAVATION AND BORING (EXTREMELY CRITICAL IN FRONT PARKING . AREA) PRIOR TO WORK COMMENCING. � CONTRACTOR SHALL POT POTHOLE IF ECESSARY TO AVOID CONFLICTS. IF LINES E DAMAGED THEY SHALL BE IMMEDIATELY . * � R IRED AND/OR TEMPORARY POWER —V&G & S EXPENSE. 11 I , � I I . 11 I I _. I ( IN FEET ) I inch = 50 ft. I I L 11 � ,� .1 .11 - , I T_ j 0 %J0 C C-4 1�11 A .< N 0% �ii a rn Lr) 0-1 (]) 2 ,.� j 9 8 * 4-J (z F�.J Wo 0 4 z e� r- C.d 0 v 2 %w w tn MENNO 0 & C-44 I In = , 2 I , . !:� tA tA we% Ln ..'"1% tn 3: a D (*n r_ . ll::,� K a u lt.� �i Lu . 0 0 aa, 4.j 4) 0 1 5" " 9 e ;; (1) -1- - oe U Cm m- I ! i = :; Z; Ln I 0 rn ", a _1% r) N wu . rl-4. M Cd 9 x 2� � I 4) - : i-eee FA L� 44. � : r_ � +j � tA .. = I I . 11 � � . < Y.L I � , .. "i � � - I � � I , �. 1� - —A."— - - ==__l,�`_:zlr___ ��.=_ __ - - � .- I :!.g�%J,��%%,�% , - ,_"_ t1l 4-��'P_ r�l �x ......I 41b ,% . ......... I 00'0 ." _qT4L;;l _. u - -1 o. ..*' ^ .. , Irk f, . . . . 'r . ................ , OF e r . ................. ;� _lj . 85 J' 0--,F , v -..-.G iz.�, 'O e - -'/or .:, ... lValor .... . ��wr 1�_ - v kl�� � & - (I -C) .9 I � _l_l;ll - I . � � � . I � W 0) J*4%% ;� . 1-u a: 0 4< - 0 =) .j I .j 0 u W) 0 � 4; co 0 0 tz- i W - w L . u m CC ;pr m . . w a . - z w 0 0: w F= � 0. < 04) =:) F -_ C D � F 1� I- -, C) I loc 0 q< 9� � � � ,- i < m W w I 2 : 11 I I .J I co �� �� I % �_ � .J .J .J � 0 �L , < 0 � � 0 �� -g () " - � . I" I . I 1 � 2 3 4 1 5 6 7 8 9 10 12 13 14 15 16 ( 17 18 �m A i B C .9 E F G H 12 L LEGEND OE OVERHEAD ELECTRIC UT UNDERGROUND TELEPHONE UE UNDERGROUND ELECTRIC/POWER SANITARY SEWER PIPE WATER LINE GAS GAS PIPING GATE VALVE IN VALVE BOX FIRE HYDRANT O SANITARY SEWER MANHOLE CLEAN -OUT ja POWER POLE © GAS METER © TRANSFORMER PAD ® BACKFLOW PREVENTER • PIPE BOLLARD X �s o EXISTING TREE TO REMAIN x lAo EXISTING TREE TO BE REMOVED FV SINGLE FIXTURE LIGHT POLE AND. g BASE see 2 FIXTURE LIGHT POLE AND BASE Kvgf 3 FIXTURE LIGHT POLE AND BASE INSTALL PVC ENCASEMENT PIPE. SEE DETAIL SHEET. Y-whAl ;EliI4=1c14, .111 • MINIMUM WATER DEMANDS = 4,000 GPM @ 20 PSI • MAXIMUM WATER DEMANDS = 11,966 GPM @ 20 PSI • AVERAGE WATER DEMANDS = FIRE=2,000 GPM @ 41 PSI / DOMESTIC=139 GPM @ 45 PSI CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION UTILITY. NOTES I. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING 27. EXISTING WATER AND WASTEWATER SYSTEM SHALL REMAIN OPERATIONAL UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. DURING THE INSTALLATION AND TESTNING OF THE PROPOSED WATER AND WASTEWATER SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY 2. SEE SPECIFICATIONS FOR BOTH CITY OF COLLEGE STATION AND REROUTING, MODIFICATIONS AND/OR PUMPING IF N ECESSARY TO MAINTAIN WAL-MART, THE MOST STRINGENT SHALL APPLY FOR ALL UTILITY SERVICES OF BOTH WATER AND WASTEWATER UNTIL NEW SERVICES ARE INSTALLATIONS AND WORK IN EASEMENTS AND FOR BACKFILLING AND ACCEPTED BY THE CITY. ONCE NEW SERVICES ARE ACCEPTED BY THE CITY, COMPACTION REQUIREMENTS ON UTILITY TRENCHES. THE EXISTING SERVICE CAN BE ABANDONED. ONCE NEW SERVICES ARE 3. ALL FILL MATERIAL TO BE IN PLACE, AND COMPACTED BEFORE ACCEPTED THE EXISTING SERVICE CAN BE ABANDONED AND/OR DEMOLISHED AS INSTALLATION OF PROPOSED UTILITIES. CALLED OUT ON THE DEMOLITION SHEET. ALL INSTALLATIONS AND TESTING. SHALL BE OBSERVED, INSPECTED AND APPROVED BY THE CITY BEFORE 4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 BACKFILLING AND/OR TESTING AS REQUIRED BY WAL-MART AND THE CITY OF HOURS BEFORE CONNECTING TO ANY EXISTING LINE. COLLEGE STATION SPECIFICATIONS. WASTEWATER SERVICE SHALL ALSO BE MAINTAINED UNTIL NEW SERVICES ARE ACCEPTED BY THE CITY. IF THIS 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST REQUIRES TEMPORARY PLUGGING, PIPING AND/OR PUMPING AROUND .TO BLOCKING AS CALLED OUT IN SPECIFICATIONS OR RESTRAIN JOINTS AS DOWNSTREAM MANHOLE OR OTHER MEANS OF MAINTAINING SERVICE SHALL BE NECESSARY. AT CONTRACTORS EXPENSE. 6. ALL WATER AND WASTEWATER UTILITIES SHOULD BE KEPT TEN 00') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE 28. THE CONDUCT INSTALLATION FOR BOTH SITE LIGHTING AND THE CAMERA CONDUIT EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR AS SHOWN ON PROFILE IN THE FRONT PARKING LOT SHALL BE DIRECTIONAL BORED. THIS WILL APPLY TO SHEETS). ANY AREA WHERE EXISTING CONCRETE PAVEMENT IS IN PLACE AND NOT TO BE 7. CONTRACTOR SHALL INSTALL MECHANICAL BOOT CONNECTIONS OR CAST DEMOLISHED OR REPLACED. THIS WILL ALSO APPLY TO THE CONCRETE PAVEMENT INPLACE FOR ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES TO THAT WILL BE OVERLAYED UNLESS APPROVED BY THE WAL-MART CONSTRUCTION ASSURE CONNECTION IS WATER TIGHT. MANAGER AND/OR ENGINEER. THE REPAIR TO THE EXISTING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH THE CONCRETE REPAIR DETAIL SHOWN ON SHEET 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, PV-2 AND THE TRENCH/BACKFILL UNDER THE CONCRETE REPAIR SHALL BE 1.5 SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), SACK OF CEMENT PER CUBIC YARD CEMENT STABILIZED SAND COMPACTED TO 95% THE SANITARY. LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL OF ASTM D558. COMPACT MIX WITH MOISTURE CONTENT BETWEEN 0% AND% JOINTS OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING ABOVE OPTIMUM. COMPACTION SHALL BE COMPLETED WITHIN 2 HOURS OF THE FOR BOTH PIPE AND JOINTS OF 150 PSI AT LEAST 9 FEET ON BOTH SIDES ADDITION OF WATER TO THE DRY MIXED MATERIAL. OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING OR RESTRAINTS AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). PIPE SECTIONS 18' MINIMUMALLY SHALL BE CENTERED OVER CROSSING FOR BOTH WATER AND WASTEWATER SO THAT THE JOINTS ARE EQUAL DISTANCE AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE CROSSING. 9. ALL UTILITY AND STORM LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED (AS APPROPRIATE) BEFORE BACKFILLING. AS NECESSARY TO BE UTILITY LEGEND 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED FLUSH WITH PROPOSED PAVEMENT ELEVATIONS (WITH WATER TIGHT LIDS WHERE SHOWN). O bSANITARY SEWER LATERAL AT MINIMUM I.0% c SLOPE. COORDINATE O INSTALL 1-2" DOUBLE CHECK BACKFLOW PREVENTER AND VAULT. SEE UTILITY DETAILS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY WITH ARCHITECTURAL PLANS. COMPRESSION STRENGTH AT 3000 P.S.I. b O INSTALL 1-8" TAPPING SLEEVE AND TEMPORARY FLUSH VALVE AS 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. O GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL NECESSARY TO ALLOW FOR FLUSHING LINES AND ACHIEVING REQUIRED PRESSURE TESTS. DISINFECTION AND BACTERIOLOGICAL REPORTS AS 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION COORDINATE WITH GAS COMPANY FOR RECONNECTING OF INDIVIDUAL REQUIRED. OF ANY NEW LINES FOR ELEVATION AND ALIGNMENT. METER. C EXISTING FIDE DEPARTMENT CONN. APPROXIMATELY N CONNECTION. I NORTH A ATELY 117' ROX 14. REFER TO ARCHITECTURAL PLANS FOR TIE-IN LOCATIONS OF ALL C WITH GAS COMPANY CONTRACTOR IS RESPONSIBLE FOR COORDINATION W OF THE NEAREST FIRE HYDRANT. UTILITIES TO BUILDINGS. REGARDING THE RECONNECTION AND INSTALLATION ADDITIONAL SERVICE LINE. O SEE CITY STANDARD SANITARY SEWER SERVICE CONNECTION DETAIL 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF (S2-00). REFERENCE DETAIL H12, SHEET D-11. THE LOCAL AUTHORITIES AND THE TCEQ REQUIREMENTS CHAPTER 217 AND D 3/4" PVC CONDUIT FOR TAMPER SWITCH. O INSTALL PULLBOX PER COLLEGE STATION UTILITY DETAILS AND 290 WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SPECIFICATIONS. PULLBOXES TO BE SUPPLIED BY COLLEGE STATION SEWER LINES. O PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY UTILITIES. CONTRACTOR SHALL GIVE TWO WEEKS ADVANCED NOTICE TO EXACT LOCATION WITH ARCH. PLANS. TRANSFORMER PAD REQUIREMENTS, CITY OF COLLEGE STATION UTILITIES TO INVENTORY. CONTRACTOR TO 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION CONDUIT SWEEPS AND BOLLARDS SHALL BE COORDINATED AND VERIFIED PICK UP PULLBOX AT CITY YARD, TRANSPORT TO THE SITE AND INSTALL AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS WITH THE POWER COMPANY PRIOR TO INSTALLATION BY THE CONTRACTOR. TO THE CITY REQUIREMENTS. BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE O FINAL LOCATION OF THE TRANSFORMER PAD BOLLARDS SHALL NOT POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT CONFLICT WITH THE TRUCK ACCESS DOCKS. Of INSTALL 2-4" SCHEDULE 40 PVC OR HDPE SOLID SMOOTH WALL SDR-II TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GRAY ELECTRIC CONDUITS. DIRECTIONAL BORED IN PARKING LOT AREAS. CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT F O UNDERGROUND TELEPHONE FROM POLE TO BUILDING TO BE EXTENDED BY TELEPHONE COMPANY. g O INSTALL 2-4" BENDS (48" MINIMUM RADIUS). SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS it COLLEGE STATION UTILITIES TO CONNECT PROPOSED ELECTRIC TO CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE EXISTING TRANSFORMER. SHOWN ON THE PLANS. BY O COMPANY FOR THE INSTALLATION OF UNDERGROUND TELEPHONES LINES. CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY TO O INSTALL 1-8"X8" TEE AND 2-8" GATE VALVES 17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR INSURE PROPER SEPARATION AND CONDUIT EXTENSIONS AND ADDITIONAL EXTENTIONS. INSTALL 1-4" TELEPHONE CONDUIT FROM EXISTING POLE TO THE TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF O BUILDING. CONFIRM TYPE OF MATERIALS WITH PHONE COMPANY. SERVICE. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR H O EXISTING 2 y" DOMESTIC WATER LINE ENTRY WITH METER. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION /EXTENTION OF ANY k O INSTALL PER CITY OF COLLEGE STATION STANDARD SANITARY SEWER SERVICE CONNECTION DETAIL S2-00. SEE DETAIL H12, SHEET D-II. INSTALLATION REQUIREMENTS AND SPECIFICATIONS. APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. O END 8" WATER LINE "C" AND BEGIN 8" WATER LINE "A" 19. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND CONTRACTOR TO COORDINATE WITH THE CITY OF COLLEGE STATION. . SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO O INSTALL 1-4" GAVE VALVE. INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO RELOCATE OR WATER SERVICE, ELECTRICAL, TELEPHONE, CAMERA AND GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A I O EXTEND ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION O OPEN CUT STREET FOR UTILITY TRENCHING. SEE DETAIL, SHEET C-5. MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS WATER COMPANY SPECIFICATIONS. O INSTALL THE PIPE CROSSING SO THAT THE WATER LINE SHALL BE AS TO LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CENTERED BETWEEN THE JOINT OF THE WASTEWATER LINE. THE CONNECTING TO EXISTING UTILITIES. O PROPOSED FIRE HYDRANT AND ASSEMBLY, TYPICAL AS INDICATED. SEE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN (2.5 BAGS OF DETAIL SHEET. CEMENT PER CUBIC YARD OF SAND MIXTURE) CEMENT. STABILIZED SAND 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES INSPECTING AUTHORITIES. NEW WATER AND WASTEWATER SERVICES SHALL O TRAFFIC SHALL BE "H-20" LOAD RATED. THE TYPICAL PULL BOX SIZE BEYOND THE JOINT ON EACH END. BE ACCEPTED AND APPROVED BY THE CITY PRIOR TO ABANDONING AND/OR WILL BE 18" X 24" 24". DEEPER BOXES MAY BE REQUIRED WHEN THE O INSTALL CAP'S OR PLUG'S ON EXISTING LINES AND SECURE LINE AND DEMOLITION OF EXISTING SERVICES. CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX ENDS WITH CONCRETE COLLAR THRUST RESTRAINT, RESTRAINTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH AND/OR THRUST BLOCKING (SEE UTILITY DETAILS) TO PREVENT LINE 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST A CONCRETE COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED AND/OR ENDS FROM MOVEMENT. STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING PER PROJECT SPECIFICATIONS. IF USING A PULL BOX TO CHANGE JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE DIRECTION THE MINIMUM BOX SIZE SHALL BE 48" X 48" X 24" PRE -CAST O CONTRACTOR TO REMOVE EXISTING BACKFLOW PREVENTER AND CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. EXISTING METER FOR THE IRRIGATION SYSTEM CONTRACTOR IS TO OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR REMOVE THE BACKFLOW PREVENTER, METER AND VAULT ON THE ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. ONE 3" CONDUIT SHALL BE CARLON TYPE "DB" DIRECT BURIAL WAL-MART IRRIGATION SYSTEM. CAP ALL ASSOCIATED LINES BELOW CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA O TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL GRADE AFTER REMOVAL. CONTRACTOR TO RETURN METER TO CITY OF FOR OSHA. WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING COLLEGE STATION AND REQUEST FEE'S AND SERVICE BE STOPED. TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". METER #1455150 3" COMP. METER. 22. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL PIPING WHICH CONNECTS TO OR FURNISHES WATER FOR THE FIRE "BURIED CABLE" WORDING, 12" ABOVE CONDUIT. " PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER ONE 2" CONDUIT SHALL BE CARLON TYPE "DB" DIRECT BURIAL CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A. TITLE 25-II-7-(A). A O TELEPHONE DUCT, SCHEDULE 40 PVC OR HDPE SOLID SMOOTH WALL COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE SDR-11 GRAY ELECTRIC CONDUIT. DIRECTIONAL BORED IN FRONT PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. PARKING LOT AREAS. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 23. UTILITY WORK TO BE DONE IN FRONT OF STORE (SEE PHASING PLAN POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". INSTALL AN SHEETS) TO BE COORDINATED WITH CONSTRUCTION MANAGER AND STORE ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED CABLE " MANAGER. LIMITS OF TRENCHING SHALL BE APPROVED PRIOR TO WORDING , 12" ABOVE CONDUIT. THE 2" LP CAMERA CONDUIT SHALL BE CONSTRUCTION ACTIVITIES. ALL TRENCHES TO BE BACKFILLED OR STEEL SEPARATE FROM THE 480 VAC LIGHT FIXTURE POWER BY A DIVIDER PLATED UNLESS THE CONTRACTOR IS WORKING IN THE TRENCH. NO MORE PLACED IN THE LIGHT POLE BASE JUNCTION BOXES. THAN 200 FEET SHALL BE OPENED AT ANY TIME. IN NOT PLATED ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD IMMEDIATELY ALL UTILITY WORK TO BE BEHIND TEMPORARY FENCE OR SWEEPS WITH A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO BARRICADES. MORE THAN (2) 90-DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS. 24. CONTRACTOR TO REMOVE EXISTING LIGHT POLE WITH BASE AND REPLACE PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE AS INDICATED. CONTRACTOR TO INSTALL NEW POLE BASES AND RUN NEW COMBINED TOTAL OF BENDS REQUIRE ADDITIONAL BOXES. CONDUCTS AND WIRE. 25. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN FOR ON TRANSFORMER, PAD AND SERVICE TO REMAIN. SCHEMATIC LAYOUT, ENTRY LOCATION, CONDUCT AND WIRING SIZES. THE CONDUCT INSTALLATION FOR BOTH SITE LIGHTING AND THE CAMERA CONDUIT O BEGIN 8" WATER LINE. TIE INTO EXISTING WATER LINE. SEE PROFILE INSTALLATIONS IN THE FRONT PARKING LOT SHALL BE DIRECTIONAL BORED. SHEET FOR MORE INFORMATION. THIS WILL APPLY TO ANY AREA WHERE EXISTING CONCRETE PAVEMENT IS IN PLACE AND NOT TO BE DEMOLISHED OR REPLACED. THIS WILL ALSO APPLY TO O END 8" WATER LINE. TIE INTO EXISTING WATER LINE. SEE PROFILE THE CONCRETE PAVEMENT THAT WILL BE OVERLAYED UNLESS APPROVED BY SHEET FOR MORE INFORMATION. THE WAL-MART CONSTRUCTION MANAGER AND/OR ENGINEER AND THAT THE REPAIR TO THE EXISTING CONCRETE SHALL BE INSTALLED TO THE CONCRETE ® BEGIN 8" OR 10" WASTEWATER LINE. SEE PROFILE SHEET FOR MORE REPAIR DETAIL SHOWN ON SHEET PV-2 AND THE TRENCH/BACKFILL UNDER THE INFORMATION. CONCRETE REPAIR SHALL BE 1.5 SACK OF CEMENT PER CUBIC YARD CEMENT STABILIZED SAND COMPACTED TO 95% OF ASTM D558. COMPACT MIX WITH O END 8" OR 10" WASTEWATER LINE. SEE PROFILE SHEET FOR MORE MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. COMPACTION INFORMATION. SHALL BE COMPLETED WITHIN 2 HOURS OF THE ADDITION OF WATER TO THE DRY MIXED MATERIAL. PROPOSED LIGHT POLE BASE LOCATIONS SHALL BE O EXISTING FIRE HYDRANT TO REMAIN. SAWCUT, DEMOLISHED, PAVEMENT REMOVED AND USED AS A RECEIVING PIT FOR SANITARY SEINER SCHEDULE STRUCTURE STRUCTURE TOP OF INVERT ELEVATION PIPE LENGTH PIPE PERCENT NUMBER TYPE CASTING ELEV. - IN OUT (FEET) SIZE/TYPE SLOPE 1 MANHOLE 276.60 - - 270.14 - - - 1-2 - - - - - 182' w PVC 0.50x 2 MANHOLE 275.55 - 269.22 269.12 - w PVC - 2-3 - - - - - 60' 80 PVC 0.50x 3 MANHOLE 274.50 - 268.82 268.72 - e PVC - 3-4 - - - - - 99' 8" PVC 0.45X 4 MANHOLE 273.58 - 268.27 268.17 - 8" PVC - 4-5 - - - - - 475' 8" PVC 0.519E 5 MANHOLE 272.50 - 265.75 265.65 - 8' PVC - 5-6 - - - - - 136' w PVC 0.51X 6 MANHOLE 271.78 - 264.96 264.86 - 8" PVC - 6-7 - - - - - 124' 8" D.I. 0.74X 7 MANHOLE 269.26 - 263.94 263.84 - 8' D.I. - 7-8 - - - - - 102' 8' D.I. 0.33X 8 MANHOLE 268.55 - 263.50 - - 8" D.I. - - (E)aSTING) - - - - - - - 9 MANHOLE 275.35 - - 269.20 - - - 9-10 - - - - - 103' JW PVC 0.26% 10 MANHOLE 275.15 - 268.76 268.66 - 8" PVC - 10-21 - - - 268.93 268.83 239' 8" PVC 0.26% 11 BUILDING - - - 268.60 - - . - 11-12 ENTRY - - - - 40' a PVC 1.00X 12 MANHOLE 276.50 - 268.20 268.10 - 8" PVC - 12-13 - - - - - 128' 8" PVC 0.92X 13 MANHOLE 275.00 - 266.92 266.82 - W PVC - 13-14 - - - - - 280' Ile PVC 0.30% 14 MANHOLE 275.70 - 265.98 265.88 - 100 PVC - 14-15 - - - - - 223' 10" PVC 0.3OX 15 MANHOLE 277.49 - 265.21 265.11 - le PVC - 15-16 - - - - - 90' 100 PVC 0.30x 16 MANHOLE 276.61 - 264.84 264.74 - 100 PVC - 16-17 - - - - - 200' I W PVC 0.35% 17 MANHOLE 274.13 - 264.04 263.94 - 10" PVC - 17-18 - - - - - 70' 100 PVC 0.34X 18 MANHOLE 273.65 - 263.70 263.60 - 10" PVC - 18-19 - - - - - 135' 10' PVC 0.35X 19 MANHOLE 271.00 - 263.13 263.03 - 100 PVC - 19-20 - - - - - 133' 10' PVC 0.3OX 20 MANHOLE 26&00 - 262.63 - - le PVC - - (EXISTING) - - - - - - - 21 MANHOLE 274.00 - - 267.70 - e PVC - 2 REVISED UTILITY LEGEND ITEM 106-25-091 BP JG NO. ADDENDUM I DATE DRAWN APPV'D ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. NOTE TO CONTRACTOR: CONTRACTOR TO CONTACT THE CITY OF COLLEGE STATION ELECTRICAL UTILITIES 10 DAYS PRIOR TO BEGINNING WORK ON PRIMARY ELECTRICAL REROUTING. SEE UTILITY MATRIX ON THE COVER SHEET. BOTH CONDUCT AND POLE FOUNDATION. ANY EXISTING PAVEMENT DAMAGED OR UTINSTALL 1-8" GAVE VALVE. DISTURBED WILL BE REPLACED AT CONTRACTORS EXPENSE. ALL WORK WILL BE DONE IN PHASES AHEAD OF PAVEMENT REPAIRS, INSTALLATION AND OVERLAY O INSTALL 1-6" GAVE VALVE. FOR THAT PARTICULAR PHASE OF WORK. CONDUIT WHEN USED IN BORE SECTION SHALL BE HDPE SOLID, SMOOTH WALL SDR-II GRAY. POINT OF RELOCATION. REFER TO DEMOLITION PLANS FOR ORIGINAL 26. WATER, WASTEWATER AND ELECTRCI SERVICE TO EXISTING BUILDINGS AND O LOCATION. OUTLOT BUSINESS'S SHALL BE MAINTAINED DURING INSTALLATION OF NEW/OR RELOCATION OF LINES. IF EXISTING WATER LINE VALVES WILL NOT OPERATE O INSTALL CONCRETE COLLAR THRUST RESTRAINT. SEE DETAIL SHEET. PROPERLY OR VALVE SPACING IS SUCH THAT SUPPLY TO THE BUILDING AND/OR OUTLOTS WILL BE AFFECTED ADDITIONAL METHODS MUST BE ACHIEVED (AT CONTRACTORS EXPENSE) TO KEEP WATER, WASTEWATER AND ELECTRIC OX INSTALL I-8"X8" TAPPING SLEEVE AND VALVE SERVICE AVAILABLE AT ALL TIMES. IF THIS REQUIRES INSTALLATION OF TEMPORARY LINES OR HYDRO -STOPS, ETC. TO BE INSTALLED, THE CONTRACTOR O INSTALL 1-8" ISOLATION VALVE ON THE FIRE SUPPRESSION LINE. THE SHALL PROVIDE NECESSARY SERVICES TO MAINTAIN SERVICE TO THE VALVE IS REQUIRED TO BE IN THE PROPOSED PUBLIC UTILITY BUILDING. EASEMENT. THE ISOLATION VALVE SHALL HAVE A LOCKABLE LID. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, L562 LOCKING LID. ALTERNATIVE LOCKING LIDS MUST BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR. OZ INSTALL 1-2" IRRIGATION METER AND VAULT. SEE UTILITY DETAILS. REVIEWED FOR COMPLIANCE JUL 0 7 2009 COLMULSTATION muIILITY F''Ll�1N LEGEN1 D • O c N M frA co � z M 4 r O o O .�+ N p Q N r 00 Ln GG Q �- r $ �3 V in LLJ 0 w O ce V O O M r 0 N ct� X H � C � • :tA Q . OF TF�11 ��P • • . r'9� 1 ...........JO.. GRASSO 73285........ E 9 U m Z w W w fr 0 C- r) Q r Q O N r DRAYM B CHECKED IDA7E 01/09/09 BCAI.E 1-60' JOB Na. 004.402 81$T c.ra 31 OF 73 8FEEE M r 3 4 6 0 C X. V DO N1 basri CULVE INSTA D THE F STORII GRAPHIC SCALE IN FEET I inch = 20 ft. Pre Dev Pre Dev Post Dev Post Total Estimated I nterp. W. S.. Freeboard Return Event Peak Volume Peak Volume S torage Elev. Depth (Cfs) (ac-ft) (Cfs) (ac-ft) (ac-ft) (ft) (ft) 2 3.9276 0.37146 9.3083 0.76011 0.23665 272.4249 PASS 10 11.7710 1.05589 19.0486 1.62125 0.33734 272.9684 PASS 25 16.7526 1.50392 24.6342 2.13433 0.41473 273.3340 PASS 100 25.2668 2.29004 33.8284 2.99668 0.51085 273.7827 PASS 0 0- OUTLET DESIGN AND FLOWS TYPE III 24hr T arget Peak Peak Out Maximum Freeboard Maximum Return Peak Outflow vs Elevation Depth Event Storage E (Cfs) (Cfs) Target (ft) (ft) (ac-ft) 2 3.9276 3.7184 PAS S 272.46620 PASS 0.24083 In O 10 11.7710 12.8563 PASS 273.26187 PASS 0.39641 25 1 6. 7526 17.9312 PASS 273.57986 PASS 0.46376 100 25.2666 25.1267 PAS S 274.05756 PASS 0.57064 3: C; _5 0.a. yEi IX IF W 0 DETENTION POND ROUTING ANALYSIS .2 TYPE III 24hr Q 5 33 CGL_ .1!1! M7777 IN !M!M!T TC-- 275.50 DETENTION POND WQ VOLUME ELEV. = 274.05 ------- N7 ---------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - N7 X& JaUJ 0YR_ F100D=-U316 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I Aaw i AGOL ------------- CALE : N.T.S. DETENTION POND WO VOLUME ELEV. = 274.05 - - - - - - - S7 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NZ-KSLE - - - - - - - - - - - - - - - - _7S7_U,_ELEV._ 10YR B4OOD=27126 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - j. �45 7. TOP OF WEIR - 274.05 �o W.S. ELEV. 100 YR. FLOOD-274.05 REINFORCEMENT AS PER r 3.500 PS 4 t. JUNCTION BOX TABLES CONCRETE AND DETAILS. SEE DETAILS SHEET' [-g 10' DIA. ORIFIC• V NOTCH WIX 24• ss LINE OUT FL-27I.00 EL -27175 0 0.71X To STORM f STORM EL NETWORK REINFORCEMENT AS PER JUNCTION BOX TABLES AND DETAILS. SEE DETAILS, SHEET D-9 -6' MIN SEE DETAIL a. TyP. NOTE: X* GALVANIZED STEEL PLATE SHALL BE PREFABRICATED 17 HOT DIPPED GALVANIZED STEEL PLATE PER DETAIL PLATE SHALL BE BOLTED TO EDGES OF CONCRETE HEADWALL Ir O.C. NTH X* GALVANIZED ANCHOR BOLTS WITH NUT AND WASHING. DETENTION POND OUTLET STRUCTURE SECTION C-C "-6* PORTLAND CEMENT TREATED BASE WITH A 3% PARABOLIC CROWN. INSTALLED IN ACCORDANCE WITH PORTLAND CEMENT TREATMENT SPECIFICATIONS BY THE CITY OF COLLEGE STATION STANDARDS. ONCE MATERIAL IS BLENDED, IT MUST BE COMPACTED WITHIN THREE HOURS OF THE TIME THE MOISTURE IS ADDED. TRAFFIC SHALL NOT BE ALLOWED AFTER COMPACTING FOR 48 HOURS AND SURFACE SHALL BE KEPT MOIST. NOTE. - AS AN ALTERNATE FOR MAINTENANCE RAMPS THE CONTRACTOR MAY USE ROCK RIP -RAP WITH 3*X5" ROCK 12" THICK LAID ON A GEO-TEXTILE FABRIC. 12' WIDE MAINTENANCE RAMP N.T.S. 8' MATCH THE HEIGHT OF THE MOUNTABLE CURB AND THE BASE IS TO EXTEND OUT 12' AS PER CURB *30' MAINTENANCE RAMP DETAIL SEE DETAIL THIS SHEET MOUNTABLE CURB FINISH GRADE 4.1 SLOPE MAX. c�p Q� b QD P ('0 00 q8 QD c P BOTTOM 2- �10 of POND C5 06 �o � 0 0 CIP - 6* PORTLAND CEMENT TREATED BASE le- UNDISTURBED EARTH .8ww CONCRETE RAMP SECTION N.T.S. EMERGENCY OVERFLOW WEIR CALCULATIONS Total Depth Depth Weir Total Return Required Of Of Length Weir Period Discharge ater @ Fl. Water, H (Ft) Flow (CFS) (Ft) (Ft) ((;Fb) 100.00 33.82 0.95 0.95 20.00 52.96 1VERFLOW WEIR CALCULATIONS SCALE : N.T.S. • 2761 2721 I SECTION B-B, SCALE : N.T.S. r it I - 30 I USE f6-6-4- TC-- 275.50 CONCRETE TRICKLE CHANNEL SCALE : N.T.S. M . 11glao'sw■ ETO In r so X6 LoOX CULVERT PROFILE HORIZONTAL - I inch 20 ft. VERTICAL - 1 inc,WL = 2 ft. V R COMPLIANCE /91 L 01 2009 C0hhS?&Ej;A I Q0 N S D iO�O D LI 110 1 WAM 110 111 N %M DE 6- W&AXI I IL U C) C 00 Ln 2 X C) LL.Irls z 0 U 0 C-4 V) ILA 00 LO V) i� -R .9 D U T_ M 6 Ln 00-01 0 z R U LL_ 0 Ln rn N X 4-J OF 00 X. .............. ip. ip . .. ......73285 ..................... I)- 61R co 11X 00 a �, J 0 0 0 Um 0 Cr. 0 0. CID Vj W �E 93C, < 0 WMW cr) j J 0 Qo 0 s cm h REVISIONS U o cco N M^ LA •� Zo O r O .0 0A'N Q �m0 . �LO W .. V m o- � Oc � M N co to R3 F • X N Q �'• (E OF Fill �............................ ... .JOE GRASSO_.. v. ........73285 �i -II-�ri C� � N t- a: Q (305 w w O � o U co O O � W oc U m W z w W w U Z W W W O M CILQ Om CO CO I--W �o "Q CS Q W J Cn J J J <O Q© 3:: 0 N N O Z � � Y n. w ..a rnm c C o N 0 D 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 a 15 16 17 `� . � 7 ! ate,.. \ \ � • ' \\� ♦ tr ❑E ❑E BE --- ❑ SE78ACIC Qe_ r^•~ \♦\� �'� �\ `-� . �� •\ \\ �\ ' \\ \�\ �f0 may\ • ! 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O 1/2" IRON ROD WITH "DOUCET' CAP SET IRON ROD FOUND (SIZE NOTED) 0 IRON PIPE FOUND (SIZE NOTED) B BENCHMARK FOUND ® BRASS DISC FOUND 0 CALCULATED POINT ® CONCRETE MARKER FOUND ® COTTON SPINDLE FOUND NAIL FOUND LEGEND ING PROPOSED - — — - -- PROPERTY LINE CO • CLEAN OUT DCO N DOUBLE CLEAN OUT ® BOLLARD (SIZE NOTED) c DOWNSPOUT EDGE OF ASPHALT m ELECTRIC PULL BOX ELECTRIC METER j ❑E ELECTRIC TRANSFORMER O ELECTRIC MANHOLE p FIRE HYDRANT ] GO GAS METER ` GASt GAS VALVE HANDICAP PARKING BVCH?O LIGHT POLE P MAILBOX j OT TELEPHONE RISER OT TELEPHONE MANHOLE & TELEPHONE SERVICE BOX {$ TRAFFIC SIGNAL BOX ® TRAFFIC SIGNAL ? WATER VALVE ❑ WATER METER WEL WATER WELL SPRINKLER VALVE SSL ® STORM SEWER MANHOLE WWL® WASTEWATER MANHOLE } we WATER MANHOLE - .A- SIGN (AS NOTED) SJW SERVICE POLE rt �% POWER POLE DOWN GUY t o o o`o o o GUARD RAIL —X— WIRE FENCE %-- —//— WOOD FENCE }-- —0-- CHAIN LINK FENCE )C— —FOC— FIBER OPTIC CABLE E _ —0E— OVERHEAD ELECTRIC STORM SEWER LINE E — S. W WATER LINE �+r - 8• WW WASTE WATER LINE ra- -FM- FORCE MAIN ! - -UE- UNDERGROUND ELECTRIC IT— -UT- UNDERGROUND TELE. — -GAS- GAS LINE ® (REGULLARSSPACCECOUNT cc CART RETURN Y TT CUT/FILL SLOPES .55 +27.40 SPOT ELEVATIONS STANDARD DUTY AC PAVEMENT HEAVY DUTY AC PAVEMENT v`l �e STANDARD DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT D SIDEWALK PAVEMENT ,X ASSOCIATES SPACES, SWSL/4" STRIPE COLOR. 'J TREE TO BE SAVED TREE TO BE REMOVED —SF— SILT FENCE —T.F. TREE FENCE ROCK BERM LIMITS OF CONSTRUCTION DRAINAGE DIRECTION FLOW ARROW EXISTING DRAINAGE AREA# F9.q20 DRAINAGE AREA (Ac.) 1,4 PROPOSED DRAINAGE AREA# 3•15 DRAINAGE AREA (Ac.) EXISTING DRAINAGE AREA ■ �'■ �. BOUNDARY ■ PROPOSED DRAINAGE AREA REVIEWED FOR COMPLIANCE JUL 0 7 2009 - CCLMU.-L-STATtON REVISIONS BY V C N h ^ co Ln z M x s � o U- Zo z �U O 0 0 N o rLn W 4-J 4 0 V cm o- LJ.. L n oO� Vf x i E of T . .:.. ...... JOE ••GRASSO ...... 73285 pop dW coa: N Q ap W O = J OO Lo m a O� ' W U m m Z W -- U 2f oc� WW W�C� a- Q O m co cj) W O Q0 Qw �J �m J J J 0 Q0 Qo U s cm a _ O O N sZ ti O Y d (i a v� m c is v a 75 I REVISIONS i l� I cco N Ln l M x s it. u. z .� C� p'N o Q to o § The GG Q r Ln d N V W �.v - GC 4 °° V ca LL 0 M r c C e -e tA of rF.+ �9s �j ♦ * �: ......::... � .�JOE..GRASSO ..;....� ........... . �Gv00 co N Q w co J 00 Lo m O O W - mUm m Z w _� W w Uz wW W 0 � 0. O m m m �W CW Q 0 Q �0 sN BP DRAWN W DATE 01/09/09 SCALE P-W JOB Na 0011ft SHEEr cmi 0 35 OF 7 A 11- A Lol E F G H i 1 4 1 5 1 6 2 1 3 8 9 10 11 12 13 14 7 1 1 1 1 1 1 1 296 92 28 28 28 27 27 26 26 26 26 25 25 24 24 DATUM ELE 240.00 31- • fv U jiL m- "••' n n. Mai NMI -- - --- ------ 11111111m NMI M1 00IIIIIIIIIIII =1100IIIIIIIII out"& Swam RIM LLWXq=:jLd LA VAJ A40110dws-E=1 11� roll 1211; - I I WIN 2 oil I J3, L Goo 3 • 3- /A I n Lm r, 3Q a s.: . 1 ��—I WA 1.. • •r rA rA FA K 0 FA FAWA FA t 1 . VAVAVAIVAUrdW.WAArArAr�WAMrAOrAdiPrAVANVAdW�AArArAirAWAVAIFA FA FA FA FA FA P FA FA FA FA ff- 1,37 111 EXT, a '4 1 IR" ME --MIN:12LI-1 —21. ! ti ! -+�I� I e a 13 1 �- a • ., 019 11[011r 1�ff A N • i - • - IN 96 92 ;88 84 180 72 ?68 ?64 2-60 256 252 248 244 REVIEWED FOR COMPLIANCE JUL 0 7 2009 COILLS?E STA I iTLO N EN NEERING GRAPHIC SCALE ( IN FEET ) HORIZONTAL — I inch = 40 ft. VERTICAL — I inch = 4 ft. C N CO Ln 0. x LL. C) Z 0 0 en < 00 Lr) F! LjLj 4-J a ;e 0-0 CO v- 10 en N 00 x %w . ......... po C2 ........... JOE G R SS 73285 It AV dw CIO Co w W9 Oz a: m -Z 0 loc 0. 0 Co Cr Co Cl) ) �— w tE a c� �c cr) A _ �... . 10 0 :�1 ( - 12 13 14 F REVISIONS iml A C -_ E F r H 1" J 304 30C 29E 2912 28E 28Z 28( 27E 2709 26F 2& 26( 25( 2 5 I'd M DATUM ELED 245.00 SON 11000 MOM SON ONE NONNI 00011 n n . b rt rt rt rt 1 ■ i ]-ice0001001 NEMONNN- -�. NNNNN ■■■■ 010 OWEN ■- 0001001 .ram ONNE MONO w WANN-NNNlNi ��i�� i ■■ ■ �%/_//�/ --__"""""�" I ���`i�-'1�� Imo' ■ 1w. 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MEN M MEN =AM SIMMONS MAIM E111 RWN r ►� ice. �C: �it�: t■�■ii• �: in Will IMM .'.�' r ��s■ Ell Mminwig Mil MONI Now" 276 274 272 27C ( IN FEET) HORIZONTAL — i inch = 10 ft. VERTICAL — 1 inch = 1 ft. REVIEWED FOR COMPLIANCE JUL 0 7 2009 - 00lk[9 l 5-lATl0N V o M to x 2 O •v o 1= O :�' N o tn N CO Q rLnLu d� h N 4-1 _ LL- W o�^ w t X f F C .e tA Q �•!�E OF Tc�1�1 ................................ JOE GRASSO ,A 73285 ,1 _ U o c N co M x S � o� Z 'u o 0 oN o Q v `n °•` oc < Ln ^_ N V , F- la w cc V Co °- "" O � M to x 4-0 C � to Q `....:............ ................ � JOE GRASSO ♦................... ......... .....� 73285 = i (Q Fz � N x Q w ap w U90 V �Cf) o o ac � w � °D wz w Uz Ww W0 CC 0. O � �� Cf) i--w aQ Q V <[ mW mw a0Qo � U �t :, N g 0 g 4 5 6 I 7 8 9 Fd ... INSTALLL 4" FAIRCLOTH -, ra SKIMMER WHERE SHOWN NOTE OUTLET SHOWN ENLARGED SECURE 4" PIPE TO " ON THE PLANS. SEE DETAIL, FOR CLARITY. r.. A OUTLET PIPE :.°' z " Y G16 THIS SHEET EXISTING CONCRETE CHANNEL 4.� GABION BASKET W/3 X 5 ROCK / 1 ..ya .f Fi•YN»'�Y",::�., ,y` 7.}.Z,:?" .4-y,'T �tF`�uw"M.A*,:.: ��•�H��^ q.. OUTLET ONTO STABILIZED ? s ' ^` � `�� ��,. ;�� :� ' �` �P,� ��; °� µ�"": �k-•� 4" GATE VALVE AREA WITH LEVEL SPREADER. At, .,'r r` Y'rE ' . _ �! ; -�� ���, �gT �,; j r.;, mri� r�°. �a^Y,'�S`' "je=�"�°. •. fit^. "ta•: ",.i��;4c-•;�:,,• TRICKLE CHANNEL OF OUTLET STRUCTURE AS APPLICABLE. '- SOURCE: WALMART '3 :«^: rr' Fib" a n.� ;s°,* y..,:�`" �° ;•a ti^di!;; .:.. , ��.�,,. W B..��� .. .......... ..�.riE,.xn.. .. .. .,i:°..... ... _.. . r -, � sc�,;..�_..eu•, :c.. K2°..:�;{... a., .�,,ksu �zy'eyatia,,.:«.;w.;�;. ► • ► ►ice". hem,.. hta,� Y�1�.��YyIV�fI WIN S�• `�/ • ► �' Via•`I 0,iP,�. ® �o�v �+�,q+, l�1114. NO a . a• iIa at �,.' . ` . El D E SOURCE DOUCET & ASSOCIATES G G1 SEDIMENT IN WITH WITH PIPE OUTLET SE BASIN N.T.S. J K r� M i W 0 0 POINT "A" SYMBOL O POINT "A" MUST BE HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE SCD AND NOT AROUNT THE ENDS. N 1 SILT DIKE CHECK DAM N.T.S. Q 1 N.T.S. SILT DIKE UNIT CUT SECTION DETAIL A —A O STAPLES SHALL BE PLACED WHERE THE UNITS OVERLAP AND IN THE CENTER OF THE 7' UNIT AS SHOWN ONTHE DIAGRAMS DIKE SECTION DETAIL B—B SOURCE: WALMART SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN. TEMPORARY CONSTRUCTION EXITS TEMPORARY CONTROL MEASURES SEDIMENT CONTROL BASINS STRIP & STOCKPILE TOPSOIL ROUGH GRADE STORM FACILITIES SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FOUNDATION / BUILDING CONSTRUCTION FINISH GRADING LANDSCAPING/SEED/FINAL STABILIZATION 1) CONTRACTOR SHALL UPDATE THE TABLE BY SHADING OR DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 2) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. CONSTRUCTION PHASING TABLE AND NOTES 10 11 12 13 14 15 WIRE SCREEN WIRE SCREEN°00000000000000000000000000000000 CONCRETE BLOCKS N CONCRETE BL 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o°°r-°°^°0�04°4°..a°�°a�°°�°°..3°8°a°�A,° o� o° FILTERED -- - z RUNOFF �► °000 WATER o°o° 0 0 ,•, IVY — INLET AGGREGATE SECTION 1• PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES. WITH ENDS OF ADJACENT BLOCKS ABUTTING. O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 oaoa000 oaoao°o 0000000ao°o°o°o°o0 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH, 8-INCH, OR 12" BLOCKS. °O°O O°O°O°O° °00000°O°a°O°O°o° r r 0 0 0 0 0 0 0 0 0 0 0 0 MIN. HEIGHT OF BARRIER 12 AND MAX. HEIGHT OF 24 3• PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/20 OPENINGS OVER VERTICAL GRATED INLET AGGREGATE FACE OF CONCRETE BLOCKS. SYMBOL PLAN 4• THE AGGREGATE SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE ROCK, IP1 BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. C 9 BLOCK AND AGGREGATE INLET SEDIMENT FILTER N.T.S. 30 LEAVE 2 TO 3 INCHES OF STAKE STICKING UP ABOVE THE TUBE. 1 FOOT OVERLAP 6 TO 8 INCH WIRE STAPLES (MIN) SPACED 1 FOOT ON CENTER. BACKFlLL AND COMPACT LOOSE MATERIAL UPSTREAM OF TUBE. W 6-9 INCH 6 IN H 18 TO 24 INCH STAKES SPACED FLOW TUBES TUBES 1 FOOT ON CENTER IN AT Z OVERLAP AND IN CHANNELS. PRESS DOWNSTREAM EDGE OF PLUMPED UP OTHERWISE SPACED 2 FEET ON N TUBE ABOUT 1 INCH UPSTREAM AND DRIVE CENTER. » STAKES INTO THIS INDENTATION. �. EMBEDMENT PLAN STAPLES PLACED ABOUT 1 INCH UPSTREAM OF TUBE TUBES WITH FLOCCULENT MAY BE INSTALLED BEFORE R AFTER THE INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS. BEFORE INSTALLATION OF TUBE, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, ROOTS, OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER. GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 1H:1V 15 FEET 2H:1V 25 FEET 3H:1V 35 FEET 4H:1V 50 FEET EJ WHEN USED AROUND GRATE INLETS OVERLAP TUBES 18" MIN. ON PAVEMENT SURFACE WITHOUT STAKES BEING GENERAL GUIDELINES FOR SPACING OF TUBE INSTALLED. TRENCHES FOR CHANNEL INSTALLATIONS SYMBOL SLOPE TUBE INTERVAL IF INSTALLING TUBE ACROSS A DITCH THEN EXCAVATE A 2% 25 FEET FT PLACEMENT TRENCH ABOUT 3 INCHES DEEP. SECTION REPLACE TUBES WITH FLOCCULENT PER MANUFACTURE'S SPECIFICATIONS. SOURCE: WALMART ('mi Q FIBER FLOCCULENT TUBE N.T.S. EDGE OF EXISTING PAVEMENT SLOPE T-- O DRAIN EXISTING GRADE SOURCE: WALMART Q 9 CONSTRUCTION EXIT N.T.S. ►III •X���-�-� A�I I� GEOIDW FABRIC SPECIFICATIONS 16 1 17 1 18 1 19 1 20 1 21 22 4 "Faircloth Skirrtmer,9 Surface .Drain Cut Sheet J. W. Faircloth & Son, Inc: www.FarclothSkimmer.com 2". Vent Inlet 5 Aluminum straps 4" Sch 40 with Orange tip susoendiho inlet Coupling Connection 4" pvefloat 2 3" 8ch'40 SOLID pvc or *arm" SUPPLIED BY USER s Ntent • 02001 Skimmer shown in floating position 3" hose, ss clamps 3" threaded male nipple 4".inlet 4" HEAD on center of on outlet end extension 4 inlet and orifice 1. Coupling can be removed and hose attached to outlet.Using the threaded 3" nipple. Typical methods used::on a -metai structure a steel stubout welded on the side at the bottom with a 3" threaded coupling or reducers; on a concrete structure with;a hole or orifice at the bottom, use a steel plate with a hole cut in it.and coupling welded to it that will fit over the hole in the concrete and bolted to the structure :with sealant. It is possible to grout a, 4" pvc pipe in a hole in the concrete to connect the Skimmer but this is lets secure ,than,other:methods. 2. Dimensiohs, are approximate; not intended as plans for cansttuction.' 3, Barrel (solid, not:foam core.'pipej should be 1:4.times;the depth, of water with a minimum length of 8' so the inlet can .be puiled`to the side for maintenance. If more than 10' long weight may have to beadded to inlet to counter fhe increased buoyancy. 4. Inlet tapers:down from 4" maximum. inlet to a 3" barrel:and hose. Barrel is smaller to reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet, because of slope. The inlet orifice can be°reduced using the plug and cutite'r provided to control ttie outflow rate. 5. inlet is 8" pipebetween:,ihe straps with slots,cut n the inlet and aluminum screen door (Smallerthan.Shown in •illustration),for access to the 4" inlet and orifice inside. 6: Capacity 20,109 cubic feet per day maximum with 4" inlet and. 4" head. Inlet can be reduced by installing. a smaller,orlfice, using the plug and cutter provided to adjust flow rate for the particular basin,volume and drawdown.time required., 7. Shipped assembled. User,glu6 inlet extension`and barrel, installs Vent, buts orifice in plug and attact ;es to outlet °pipe or structure. includes flexible hose, rope, orifice cutter, etc. 4inchCut TM 11-07 November 14, 2007 SOURCE FAIRCLOTH G16 SKIMMER DETAIL N.T.S. PROPERTY TEST METHOD llJylI MFKATION MATERIAL NONWOVEN GEOMMLE FABRIC UNIT WEIGHT Oz/Sq.Yd 8 (MIN.) PUNCTURE STRENGTH ASTM D-751 (MODIFIED) LB. 125 (MIN.) MULLEN BURST STRENGTH AM D-751 PSI 400 (WN.) TENSILE STRENGTH ASTM D-1682 I.B. 2DO (MIN.) PLAN SEDIMENT TRAP N SEE SITE MAP FOR DESIGNED LOCATION AND GRADING. SEE 02370 FOR DIMENSIONS.IFlCATION 100' MIN. 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN, CLEAN SURFACE STONE. 3. SEDIMENT TRAP SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION. 4. SEE SWPPP SITE MAPS FOR LOCATION OF SEDIMENT TRAP(S). 5. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING. JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. .0�0 01�I�1�•r1���i�1�!a������������.���.����:��:�:�r�I.f���1,.1_!� =._ v 4 v; r_ v �� �Y •f �' _ i•��rl!�►-���►k�'Ll'`i'C���I,T�,�!�_��i��!�Y+P.:'�.?t�►1!l�`C���%��i��'�I��j %�oin �r .Y •Y :sY ,�Y ,��t-:•Y •Y �•is•Yl.L.`C ��1�I so on • 2 (MAX.) a-3" CLEAN STONE- 2 (MAX.) TRAP ENT 1 �� 6" CRUSHED STONE BASE GEOTEXTILE FABRIC FOR DRAINAGE AND FILTRATION 10" THICK MIN. - 2"-3" CLEAN STONE GEOTEXTILE FABRIC FOR SEPARATION COMPACTED SUBGRADE - IF ON SOIL TO BE COMPACTED TO 95% ASTM D698. IF ON CONCRETE PAVEMENT COMPACTION WILL NOT BE REQUIRED. SECTION B-B RE I C V �O NGE J 0 2009 E FlU�IrJN SE-nl f TATI(�?N C�Tf'ZOO LD�Tl1�L • O V C N co z Vi °c r O V 'F'+ N O Q � � CO Ln .g W L1C1W d S -C P V m a- L L_ O O 00 i" to toI X C � s� N Q / * ......::.:. ., JOE•••GRASSO R ` ................... 73285 �s low &-I1-69 CU � N Q w 00 W O O J 410 U c» 0 O � W mUm m � w W UzwW W O m a■. O♦� Q V, CO CO C o Q � Q cra 1 J J T O �U N N as c m ;L: I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 _. A 2* SECURE LIFTING LOOPS TO OR UNDER SUROUNDING SURFACE. r --- .d p � - ,� o ' • •`° ' GENERAL RULE FOR SPACING: THE INLET GRATE ° .. . ' � " .• BOTTOM OF THE UPSTREAM BERM WATER FLOW SHOULD BE AT THE TOP OF THE NEXT DOWNSTREAM BERM. 2 X2 X3/4 B LOOPS SIZED FOR RUBBER BLOCK Q 1 REBAR. LIFT _ .• FILTER BAG FROM INLET USING REBAR 1/4" BRIGHTLY FOR HANDLES. COLORED NYLON ROPE i- EXPANSION RESTRAINT OVERFLOW HOLES w w « 1. EMPTY FILTER SACK WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE (OPTIONAL) 2 X2 X3/4 SEEN. \ , RUBBER GEOTEXTILE WILL BE A WOVEN POLYPROPYLENE GEOTEXTILE BAG /BLOCK 2. FABRIC THAT MEETS OR EXCEEDS c 1/4" BRIGHTLY . ' ( ) Q REQUIREMENTS IN THE SPECIFICATIONS TABU:. COLORED NYLON ROPE '\ 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE EXPANSION RESTRAINT �l PURCHASED WHEN OIL SPILLS ARE A CONCERN. LOOPS SIZED FOR 1" 4. INSPECT PER REGULATORY REQUIREMENTS. REBAR. USE REBAR ��p,, 5. THE WIDTH, "W", OF THE FILTER SACK WILL FOR A HANDLE TO MATCH THE INSIDE WIDTH OF THE GRATED EMPTY FILTER SACK O INLET BOX. AT A SEDIMENT Q 6. THE DEPTH, "D". OF THE FILTER SACK WILL BE WIRE MESH OR S.F. MATERIAL COLLECTION LOCATION. BETWEEN 18 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK WILLMATCH MAINTAIN ACCESS TO COVER 2-10 ACRES OF DRAINAGE AREA D G a INLET BOX. INSIDE LENGTH OF THE GRATED 12Zw FOR INSPECTION 2 ACRES OR LESS OF DRAINAGE AREA ELEVATION VIEW e 11 * f $• PROFILE VIEW OF GRAVEL TREATED WATER v INSTALLED FILTER SACK _ RUNOFF WATE CURB INLET FILTER FABRIC d v / FILTER FABRI SEDIMENT a' a . /\\/�\,/\�� II (DOWNSTREAM VIEW)) E v ISOMETRIC VIEW F SYMBOL DO NOT USE ON ROADWAYS WHERE PONDING IP3 (DOWNSTREAM VIEW) CONCRETE GU 'j\\ /\� \\ • '\/. 12" owl SPECIFIC APPLICATION 2"-3" CLEAN STONE 2"-3" CLEAN STONE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS 2:1 2:1 3 N WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE FLOWS FLOW_ 2:1 2.1 INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE 2"-3* CLEAN STONE SYMBOL RIPRAP SYMBOL MAY CAUSE TRAFFIC HAZARDS. U I SOURCE: WALMART SOURCE: WALMART SOURCE: WALMART G RAVEL CURB INLET ROCK CHECK DAM FILTER SACKS (GRATED INLETS)_G12 SEDIMENT FILTER G16 N.T.S. H ---------------- TOE OF SLOPE --- -- -- 00 -------------------------- -------------------------- ________________________ � FILTER BERM__________________ 2" - 3" CLEAN =---------------- -------- ____________------------- STONE ____ o0. _______________ ------------- ____ ______ CHAIN LINK FENCE ------------------ ---- ---------------- 3 m 10'-0tp)� 1.5 m _____ PIPE OUTLET MAX. 36" PIPE MAX RIPUNE (VARIE---------------- J_____________ OMITS OF CRITICAL ROOT ZONE US=12 mm PER mm 1 ft PE in) OF TRUNK DIAM RIPRAP--------- PLAN ITICAL ROOT ZONE K RIPUNE TREE PROTECTION FENCE 6.0 m FOR 2 " DIA. TREE) TOE OF SLOPE PIPE OUTLET LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 Y PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 Y. APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 X PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 x APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 OARDS C.R.Z. TEMPORARY BOARDS ACCESS ROAD, EXISTING ROADWAY ®-WOOD CHIP MULCH AREA OR EASEMENT 100 mm-150 mm AS APPROVED (4"-6") DEPTH LINEAR CONSTRUCTION THROUGH TREES NCE LOCATION PRIOR TO CLEARING. GRADING AND PAVING ERMEABLE PAVING AREA CURB NCE LOCATION DURING PERMEABLE C.R.Z. J PAVING INSTALLATION TREES IN PAVING AREA INIMUM NESESSARY WORK AREA WOOD CHIP MULCH 100 TO 150 mm 4' TO 6" DEPTH) BLDG. LIMIT OF CONSTRUCTION LINE C.R.Z. AS SHOWN ON PLAN ADD BOARDS STRAPPED TO TRUNK DUE TCLOSENESS LESS THAN 1.(5) FROM TRUNK. NATURAL AREAS TREES NEAR CONSTRUCTION ACTIVITY CRITICAL ROOT ZONE C.R.Z.) RADIUS = 12 mm PE mm ((1 FT. PER IN OF TRUNK DIN EH 0 INDIVIDUAL TREE GROUP OF TREES 2:1 2:1 I NG SUBGRADE FLOW M /\//\//\//\//\// //\//\// /\//\/%\// FILL Ju 009 PROPOSED CUT AND FILL SLOPE :.; :.•;.c; ;•. RIPRAP 3" CLEAN SEDIMENT STORAGE AREA " STONE CO �RRI�ON CROSS—SECTION INS ORIGINAL GROUND R P SOURCE: WALMART PERMANENT PROTECTIVE WALL OPEN TREE WELL N 24 m (8') OR AS REQUIRED FOR N8 ROCK PIPE OUTLET PROTECTION MAXIMUM TREE PROTECTION '.5 * VERTICAL TILES N.T.S. (TYP.) FILL (TYP.) DRAIN TILE 4."-6" 12" DRAIN (; WELL LOOOS, STONE DRAIN \ \ \\ \ 6" 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTILIZER, AND SEED. LIMITS OF VARIES • r' 0 1 \ 4 /////\ 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WOOD CHIP MULCH TREE WELL O \ WITH APPROXIMATELY 12 OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE 150 mm (6) DEPTH ORIGINAL BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. = GROUND O BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" OF LINK DIAM TER W .Y .L .L W W .Y W N W •Y W W .4 W W W 3• W a PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF W W W W W W W W a W •Y W W W W W W •r W W W W W W i STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. *AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. W W 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE IF LESS THAN 1.5 m (5'), THEN ADD BOARDS STRAPPED TO TRUNK. AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT. SOURCE: CITY OF AUSTIN P PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH 3w ON THE PREVIOUSLY INSTALLED BLANKET. 3A 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE « w O TREE PROTECTION DETAILS 3 OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 APART ACROSS ENTIRE P16 0 ECTION A LS \ \/\ BLANKET WIDTH. 5 6. PLACE STAPLES/STAKES'PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. N.T.S. O a NOTES: .................................. .............................. .............................. 1. IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO N 0 m O PROPERLY SECURE E TH BLANKETS. .. SYMB M\i -',, OL o •' t 2 FOLLOW EROSION CO NTROL TECHNOLOGY N SPECIFICATION uo_ OGY COUNCIL E FlCAIION FOR PRODUCT SELECTION o BLS crq SOURCE: WALMART ? m IF EROSION CONTROL BLANKET (SLOPE INSTALLATION) mis 3 a N.T.S. Ip REVISIONS �BY V o C N Ln Z r N x 2 .cz p V#A 0 o Q � `) 0`00 ' GG < r Ln �3 W a CU = 0 o CL Ln O � co t/f c*s xIra f C � ®a ,q i ���•JOE GRASSO i ♦.................................. o :.�,� 73285 : ��i � N ap W = J � o U ?Z; 03 0 0 E� � W m — W � � � W W W 0 � 1— IL Q 0 Mr^ �F. �A co V, �c O 4<�^ V, .�! 3: U N 1 2 3 . 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 -� A WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE. ATTACH THE WOVEN 5' MAX. 6" MESH SPACING) MAX. 6" MESH SPACING Mq . ATTACH THE WOVEN 4 ) AS D1CT WHEN NECESSARY TO CONTINUE FENCE, OVERLAP AS prCT WHEN NECESSARY TO CONTINUE FENCE, OVERLAP WIRE FENCE TO EACH OR X C-C WIRE FENCE TO EACH OR qx C-C POST TIE OR THREE WIRE LOCAL REQUr em By 5 �r GEOTEXTILE AND/OR WOVEN WIRE FENCE ACROSS POST WITH TIES THREE WIRE IOCgL RefuAr NY 4 //� GEOTEXTILE AND/OR WOVEN WIRE FENCE ACROSS MIN FASTENERS 1S MrN _ / (SEE NOTE 2) SNO" GEOTEXTILE TO BE (Sty NOTE 2) SHOft /�"FASGEOTEXTILEFASTENED TO BE A 5' MAx / FASTENED SECURELY TO "SWPPP INFORMATION" MUST A s' M / FASTENED SECURELY TO C C WOVEN WIRE FENCE WITH BE DISPLAYED PROMINENTLY SWPPP INFORMATION O C WOVEN WIRE FENCE WITH MAX. AS D/C TREE TIES SPACED y LOCAL REQtIr BY EVERY 30" ACROSS AS SHOWN �N THE L CAL RE rq 0 Eat RREEY 24S SPACED REMEN DETAIL. QUrRENTS B 60" MIN. STEEL POSTS (72" MIN. ON SLOPES COPY OF �Y 72" MIN. STEEL POSTS 3H:1V OR GREATER). GElRACT DRIVEN MIN. 24" INTO DRIVEN MIN. 20" INTO ERAL COY CONTRACTOR WAL OF " GROUND (24" MIN. ON WAL-MARTNOICONSTRUCTION INSTALL 3 X6 OPENING IN GROUND SLOPES 3H:1V OR NOI FORM OR SITE FABRIC ONE EVERY 18 GREATER). CO-PERMITEE NOTICE AT SPACED HEIGHTS DIAGONAL POST FORM AS SHOWN COMPACTED BACKFlLL SIGN TO BE CONSTRUCTED // OF A RIGID MATERIAL. SUCH COMPACTED BACKFlLL AS PLYWOOD OR OUTDOOR / SIGN BOARD. SIGN MUST BE GEOTEXTILE OVER COPY COPY GEOTEXTI R WIRE FENCE CONSTRUCTED IN A MANNER COPY OF OF WIRE FENCE TO PROTECT DOCUMENTS WAL OF FERAL STATE FROM DAMAGE DUE TO CONTRACTOR SUPPLIED SOW 1 III) / DR WEATHER (WIND. SUN. AUTHORIZATION PERMIT CONS��CTION 0`6 I DIAGONAL POST 1 it II // p06 MOISTURE. ETC.). AUTHORIZAiION NOTICE _ - L I_lil„u I II it �N'SN GRI 1=1 I I-� 111 I I I II I I �'-� �• I I I I I 111 I I �- L� SOW I I t l I II I I _ L� F1.Ow 1 I i( 111 I I D SECURELY FASTEN OVERLAPPING ENDS OF - ' �� �� SECURELY FASTEN OVERLAPPING ENDS OF - �- I I) DETAILED DESCRIPTION OF THE LOCATION OF THE GEOTEXTILE TO ADJACENT STAKES WITH ELEVATION I I I I , it SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON GEOTEXTILE TO ADJACENT STAKES WITH ELEVATION I I I I , I II TREE WIRE 71ES OR OTHER FASTENERS �- ( III) =1 I - 111 it THE SITE, TREE WIRE TIES OR OTHER FASTENERS lru� L j WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, ,`� WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, INSTALL DIAGONAL BRACE T-POST TiED TO VERTICAL POST E MAX. 6" MESH SPACING) WIT GEOTEXTILE COVER MAX. 6 MESH SPACING) WITH GEOTEXTILE COVER FOR SUPPORT AT EACH POST AND TWO ON EACH END POSTS: STEEL EITHER T OR U TYPE. POSTS: STEEL EITHER T OR U TYPE. FENCE: WOVEN WIRE. 14-1/2 GA. 6" MAX. MESH OPENING FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING z FABRIC: IN ACCORDANCE WIT ASTM D 6461 LATEST EDITION. i z .� FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. FINISH GRADE COMPACTED COMPACTED BACKFlLL I FINISH GRADE BACKFlLL F_FLOW ` � _--°W -.-- • c // \\\\\ \! �01 • J / /// // // /\//\//\ \! 1• J / `/ UNDISTURBED �\ \/ C .III /\ . MIN. 'EXTEND 2" INTFENCE A O TRENCH EXTEND WIRE FENCE A GROUND\\\\\ �1 �\ UNDISTURBED OUND\\/\ \ MIN. OF 2" INTO TRENCH / 6" X 66 I L 6" X 6" \ 1 l " �^ EMBEDDED GEOTEXTILE FABRIC MIN. 6" INTO GROUND W/ LAID ALONG BOTTOM OF // I 2! TRENCH EMBEDDED GEOTEXTILE FABRIC MIN. 6" INTO z v TRENCH �/I i ,/�\ / ►\% GROUND W/ 6" LAID ALONG BOTTOM OF 1TRENCH. IL 1o \\�1 �� TRENCH. SOIL SLICING IN ACCORDANCE WITH G A -A -SECTION N /�j ASTM D 6462 8.2.2tIT S ALSO ACCEPTABLEA-A-SECTION a ///,11 ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. N �I I. �! NOTES: 1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT IS ACCESSiBLE/VIEWABLE BY THE GENERAL PUBLIC. BUT NOT OBSTRUCTING VIEWS AS TO H CAUSE A SAFETY HAZARD. 2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES NOTES: NOTES: 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT 1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST Ada THE GEOTEXTILE TO THE WOVEN WIRE FENCE 3) CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL 2. ATTACH THE WOVEN WIRE FENCE TO EACH POST Ada THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH TREE WIRE TIES OR OTHER FASTENERS. ALL SPACED WITHIN THE TOP 8" OF THE RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. (SPACED EVERY 24") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TiE DIAGONALLY 45 DEGREES TROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED FABRIC. ATTACH EACH TiE DIAGONALLY 45 DEGREES TROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. ALSO, EACH TiE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST BY THE GOVERNING AGENCY. 1" VERTICALLY APART. ALSO, EACH TiE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. NIPPLE WHEN TIGHTENED TO PREVENT SAGGING. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED ACROSS TWO 3. USE COMPLETE SECTIONS OF GEOTEXTILE. NO SPLICING WILL BE ALLOWED. POSTS, 60" MIN. AS SHOWN. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED i THE HEIGHT OF THE FENCE MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO NOT EXCEED i THE HEIGHT OF THE FENCE MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING I THE HEIGHT OF THE FENCE FABRIC ABOVE GRADE. PREVENT ACCUMULATED SEDIMENTS FROM REACHING I THE HEIGHT OF THE FENCE FABRIC ABOVE GRADE. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED TO 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TiES. INSTALL THE FENCE PER DETAIL- SILT FENCE INSTALLATION (SLICING METHOD). 7. COMPACTING IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO 6. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE ND POSTS AND SECURE WITH 3 TIES. THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT 7. COMPACTING IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO LEAST 60 POUNDS PER SO. INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER, OR ROLLER EXERTING AT TOTAL OF FOUR TRIPS. LEAST 60 POUNDS PER SO. INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. SYMBOL TOTAL OF FOUR TRIPS. SYMBOL 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. SF SOURCE: WALMART SOURCE: WALMART BF SOURCE: DOUCET do ASSOCIATES j 1 J SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SWPPP INFORMATION SIGN 16 BAFFLE FENCE WITH WIRE SUPPORT N.T.S. N.T.S. N.T.S. EXTEND 600 mm (2'-0") MINIMUM BEYOND NOTE: INLET OPENING AT EACH END FILTER FABRIC SHALL ENTIRELY K 75 mm (3") OVERLAP AT STANDARD SYMBOL 150 mm X 150 mm COVER DIKE AND SKIRT. FABRIC SPLICES TFD MESH STRUCTURE INSTALLATION DETAIL OPTIONS: VARIES GEOTEXTILE FABRIC 1. TOE -IN 150 mm (6") MINIMUM. 2. WEIGHTED WITH 75 mm-125 mm _..-_ (3"-5") OPEN. _ 3. TRENCHED IN 100 mm (4"). 4. CONTINUOUS BACKING/PLANKS ON CUT AWAY OF _ _= IMPERVIOUS SURFACES. FILTER FABRIC 50 mmX100 mm-MW9XMW9-1 = CUT AWAY OF _ - (2"X4"-W1.4XW1.4) _ FILTER FABRIC L WIRE FABRIC y F�OyI, - =- 150 mmX25 mmX150 mm STRUCTURE 300 mm FLOW (12' (6"Xt"X6' ANCHORS EVERY 600 mm 600 mm �2') FLO_�. 9.1 kg (20 lb) SANDBAGS AT 1 m (3) O.C. OVERLAP GEOTEXTILE AND/OR WOVEN WIRE FENCE 9 5 ACROSS CONTINUE FENCE. WHEN NECESSARY TO MINIMUM 100 mm (4") HIGH Aso FABRIC Aso ANDBAGS 2 O�C. �`so Mr CLEAR OPENING 5„ mrp-125 1E INCHES�MM .1 kg (20 lb) SANDBAGS ^� �� TO FLOW ^-IN� 33 �3 F OW ^� FLOW rN) SECURELY FASTEN FENCE MATERIAL TO BOTH o/ AT 1 m (3) O.C. y STAKES WITH WIRE TIES OR OTHER FASTENERS / SEE NOTE 1 INLET ..o ., .• o , .• o.a . • .o .• • o •• ..o. WE 450 mm 50 mm 150 mm 450 mm 450 mm � �A FOR 18 (6") (6„) 18 18 coiJfW6t L ANCE GENERAL NOTES J 7 2009 1. DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. 2 THE FABRIC THE SKIRT SHOALLRBEND SKIRT SHALL BE A A CONTINUOUS EXTENSION CONTINUOUS THE FABRICNG ON OF GEOTEXTILE. THE UPSTREAM Co �AT�! 1��N FACE. ZZ:3. THE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER OF 75-125 mm (3-5") PN OPEN GRADED ROCK OR TOED -IN 150 mm (6") WITH MECHANICALLY COMPACTED MATERIAL. OTHERWISE, THE ENTIRE STRUCTURE SHALL BE TRENCHED IN 100 mm (4"). NOTES: 4. DIKES AND SKIRT SHALL BE SECURELY ANCHORED IN PLACE USING 150 mm (6") WIRE STAPLES ON 600 mm (2') CENTERS ON BOTH EDGES AND SKIRT, OR STAKE USING COMPACTED BACKFlLL 1. WHERE MINIMUM CLEARANCES CAUSE TRAFFIC TO DRIVE IN THE GUTTER, THE CON- 10M ( 3/8 ") DIAMETER RE -BAR WITH TEE ENDS. TRACTOR MAY SUBSTITUTE A 2.5 mm X 100 mm (1 ' X 4") BOARD SECURED WITH 5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS 150 mm (6") TO COVER DIKE TO DIKE CONCRETE NAILS 1 m (3') O.C. NAILED INTO THE GUTTER IN LIEU OF SANDBAGS TO JOINTS. JOINTS SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS. HOLD THE FILTER DIKE IN PLACE. UPON REMOVAL, CLEAN ANY DIRT/DEBRIS FROM 6. THE DIKE STRUCTURE SHALL BE MW40-150 mmX150 mm (6 GA. 6"X6") WIRE MESH, NAILING LOCATIONS, APPLY CHEMICAL SANDING AGENT AND APPLY NON -SHRINK GROUT 450 mm (18') ON A SIDE. FLUSH WITH SURFACE OF GUTTER. 7. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR 1 / 2 DIRECTED BYOTHE L NGINEERTER IOR DESIGNATED C SHALL BE MREPRESENOVED AS TATiVE. HOWN OFA RIC MUST N THIS LBER AS OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. SECURED TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION. 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150 mm (6") 0 1015 3. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST AND DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL SILTATION. C BE REMOVED WHEN DEPTH REACHES 50 mm (2"). 9. AFTER THE DEVELOPMENT SITE IS COMPLETLY STABILIZED, THE DIKES AND ANY L I'j 0`N j 4. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH REMAINING SILT SHALL BE REMOVED. SILT SHALL BE DISPOSED OF AS INDICATED RAINFALL EVENT AND IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE STORM- IN GENERAL NOTE 8 ABOVE. III WATER BEGINS TO OVERTOP THE CURB. M L.Lj i ( 5. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. II Li j mow o ELEVATION I I F� SOURCE: CITY OF AUSTiN TSF SOURCE: CITY OF AUSTIN g L.LJ P TRIANGULAR P 12 FILTER DIKE CURB INLET PROTECTION P16 T EENCE E N.T.S. N.T.S. c M Q•.t i � O - a , ° SOURCE: WALMART (M so uo g >;all O Z I jo E LLM m E OVERLAP OF SEDIMENTATION/SILT FENCE a i mco 3 ` N N.T.S. O N ° O 5 3 O. r O C N 1� ^ co Ln z M x U- 0 V -J N o of }� to c In uLli .. !7L = U- co to H tA OF dw OR cs� ♦ • •• .••• /V 1 I ' ........ / .••JOE.••GRASSO ................. 73285 19 co U9 od.."m cl) Cis A"' Q O � J U o 0 " w CC M � w ,. W W w m0 oc ui F= 0.a 0m =) 1�. co co co (; F- W tEo <0 <Lu I J !J r Q O �V sN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 '" 18 ! 19 20 21 22 DOWEL DIAMETER - 1/2" MINIMUM DOWEL. DIAMETER FOR CURBED ISLAND LAYOUT PER STRIPING DETAIL/SITE PLAN ROW PAVEMENT THICKNESS LESS THAN 8" CLOSED END NONMETALLIC 18" LONG EPDXY COATED SMOOTH DOWEL O 12" O.0 7 A EXPANSION CAP. 3 1/4" 2 MINIMUM LENGTH. SIZED TO VERTICAL SAW -CUT SEE PCC JOINT SECURELY FIT DOWEL 3/8" MIN. DETAIL BLOW-UP) 2" MIN. T/4 SEE SITE PLAN RESERVED OR POR DE ST WITH IL SHEET 18' Q8 PARKING .. AISLE SIGNS --�._� 1-1/4" MIN. ~ ;?': d 1/4" WIDE BY V DEEP SAW CUT. FILL WITH / `� COLORS: CLEARANCE PROP ENT ': EXISTING PAVEMENT PAVEMENT SEALANT. RESERVED LEGEND AND BORDER -GREEN ,¢.:'.•:. MAKE SAW CUT T PAVEMENT THICKNESS ' ' PCC JOINT DETAIL BLOW-UP IMMEDIATELY PRIOR ` WHITE SYMBOL ON BLUE BACKGROUND __"l REMEMEN/ B ?: 'A.. >' BACKGROUND - WHITE MATCH EXISTING OR MINIMALLY MEET THE :•, ':.:>, ,.•; . TO INSTALLING PAVEMENT � PARKING �.`:.'....•; z VAN STANDARD DUTY RIGID/CONCRETE r' ; •.; SEALANT. EQ. EQ, o CESSIB , PAVEMENT SECTION ° . r CURBED ISLAND - 9O' y SIGNAGE OTHER THAN - (FIRST PLACEMENT) (SECOND PLACEMENT) -- ACCESSIBLE y" ``�- HANDICAP SIGN V M (PED XING. STOP, ETC.) 18" X 12" DOWEL TO BEz z w ' �.: I i �R7-8 w i i LUBRICATED z a TOP 1 8 NO JOINT y� SEALANT SEE PCC a w LAYOUT PER STRIPING DETAIL SITE PLAN o JOINT DETAIL 0 BLOW-UP) POST WITH AISLE SIGNS � VAN C NOTES: o "U"-CHANNEL POST ACCESS®LE El (2 LBS./FT:) NOTE: THE MIN. HEIGHT 1. DOWEL BARS SHALL BE DRILLED 6' DEEP, 18" ON CENTER INTO VERTICAL FACE OF w OF THE BOTTOM OF THE EXISTING PAVEMENT BY USE OF A MECHANICAL RIG; CLEAN HOLES THOROUGHLY. 3/4- DIAMETER DOWEL FOR 6" THICK PAVEMENTS APPLY CURING COMPOUND LOWEST SIGN SHALL BE AND 1/2r DIAMETER DOWEL FOR 4" OR 5" THICK TO SLAB FACE AT A o 7*-0 2. DRILLING BY HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. PAVEMENTS. DOWELS TO BE 10' LONG CENTERED COVERAGE RATE OF 300 SF 'oi z WITH JOINT SPACED AT 18" ON CENTER. MAX PER GALLON TO ACT AS 3. INSTALL EXPANSION CAPS ON THE FREE END OF THE DOWELS. DOWEL TO BE INSTALLED IN FORM WITH A BOND BREAKER AT LEAST USE 6" PIPE 4. DOWELS SHALL BE ALIGNED PERPENDICULAR TO THE JOINT. AN APPROVED ALIGNMENT DEVICE. 48 HOURS PRIOR TO PLACING D BOLLARD FILLED W/ J �j 5. DRILLING, CLEANING, AND GROUTING SHALL BE PERFORMED PER THE EPDXY LIGHTLY OIL FULL LENGTH OF DOWEL NEW SLAB. CONCRETE AND PAINTED MANUFACTURER'S REQUIREMENTS FOR THIS SPECIFIC APPLICATION. TRAFFIC CONSTRUCTION JOINT 36" WHEN SIGN SON PAVED IeI = AREA OR SIDEWALK 12 x18 PLASTIC SIGN WITH BAKED D 6. FOR EPDXY GROUT, THE DRILLED HOLE DIAMETER SHALL BE NOT MORE THAN 1/8" i ENAMEL PAINT. (BLUE WITH WHITE LARGER THAN THE DOWEL DIAMETER OR AS DIRECTED BY THE EPDXY MANUFACTURER. SEE BREAK AWAY CHANNEL LETTERS AND SYMBOL) SLOPE TOP NOTE: VAN SPACE TO READ RESERVED EQ. EQ. OF CONCR TE POST WHEN PIPE BOLLARD VAN PARKING% 7'-0- MIN. ABOVE CONCRETE f CONCRETE JOINT IS NOT REQUIRED. FINISHED SURFACE PAINTED ENDCAP - 90' GROUND/PAVING SURFACE PCC JOINT DETAIL BLOW-UP AISLE SIGN LOCATIONS - 900 PARKING 3500 P.S.I. 'd ",. Il I,� a • PARKNG P.C. CONCRETE i RESERVED E a :d Q ' rJ On � t•• '.s • •� `. .. . , POST WITH AISLE SIGNS a�v LAYOUT PER STRIPING VAN D DETAIL SITE PLAN A WAIT AS LONG AS FEASIBLE TO SEAL / JOINTS TO ALLOW CONCRETE 36" SHRINKAGE TO OCCUR. IF REQUIRED, ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF NOTE: RE -SAW JOINT IMMEDIATELY PRIOR D�a 36 Qo MANUAL OF UNIFORM TRAFFIC CONTROL DEAL HIGHWAY VICES*. OCAL CODES 1. SEE PLAN FOR JOINT SPACING. TO INSTAWNG SEALANT TO ACHIEVE A 1/4 " JOINT WIDTH. AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE F CONTRACTION JOINT T = ENSURE JOINT IS CLEAN. DRY AND WITH MANUFACTURER'S INSTRUCTIONS. 2 1/2' OD SOLID WHITE m SIDES PREPARED PER MANUFACTURER'S PLASTIC POST vi m TOP OF RECOMMENDATIONS. (SDR 17 PVC) N a PAVEMENT '" PAINTED ENDCAP - 60' v v_ 1/4" WIDE BY 1" DEEP . NOTE: ALL SIGNS Z EQUAL TO OR GREATER AISLE SIGN LOCATIONS - 60 PARKING = THAN 36' AND UP TO z o SAW CUT. FILL WITH 0- PAVEMENT SEALANT. '`.";,• ,- Q TRUCK 46" IN WIDTH SHALL w MAKE SAW CUT t-- i I IMMEDIATELY PRIOR = m I HAVE TWO POSTS. SAWCUT FULL DEPTH OF SLAB A DISTANCE TO INSTALLING PAVEMENT IENTRANC� SIGNAGE OTHER THAN BACK FROM EXISTING EDGE TO ENSURE A SEALANT. �. WW LAYOUT PER STRIPING/ TRUCK ENTRANCE �I STRAIGHT EDGE ALONG ENTIRE LENGTH OF PAVEMENYSEALANT SITE PLAN (TRUCK EXIT, NO THRU T` G PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE TRAFFIC, ETC.) REACTIVE SPRING APPROVAL PRIOR TO SAWCUTTING. PCC JOINT DETAIL BLOW-UP D ASSEMBLY 6" 6- MIN. ROD. TYPICALLY /8" TO CURBED ISLAND 1/4" LARGER THAN JOINT1----24!' O.C. DOWEL CUP WIDTH. BY PNA 1/8" FIRST 36' 'U"-CHANNEL POST o - SAWCUT �j (2 LB&/FT.) NOTE: THE MIN. HEIGHT d EXISTING PAVEMENT NEW PAVEMENT 1 OF THE BOTTOM OF THE � � a = LOWEST SIGN SHALL BE 7'-0'. 0D INSTALL IRS #t01 FIXED BASE 1/4" SECOND SAWCUT WITH IRS 60 EPDXY KIT. �- - - - f. -- - (IF REQUIRED) 18" #I ALSO, IN LIEU OF IRS #165 POST WITH AISLE SIGNS USE 6" PIPE o ANCHOR KIT, SET 8" LONG x BOLLARD FILLED W I j J 1 -0 12"-1, 1 5/8 0 BOLTS IN 3000 PSI �jat CONCRETE AND PAINTED lal �) i� 12 CONCRETE FOOTING. NOTES: CURBED ISLAND - 60' TRAFFIC YELLOW ONLY 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE WHEN SIGN IS IN PAVED APPLICATION OF THE JOINT SEALANT. AREA SIGN SIDEWALK 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE I BEEN NOTE: DRILL WEL A DIA. HOLE FOR SLOPE TOP SEE BREAK AWAY SIGN 1. MANUFACTURER SHALL BE IMPACT RECOVERY 3/4` DOWEL AND 1" DIA. HOLE CLEANED AND DRIED IN ACCORDANCE WITH SEALANT (:I I:I POST WHEN PIPE BOLLARD SYSTEMS OR APPROVED EQUAL FOR 1 2" DOWEL AND INSTALL 3 4" SQUARE DOWEL MANUFACTURERS REQUIREMENTS. 0 NCR IS NOT REQUIRED. DOWEL VI1H NON -SHRINK GROUT. / 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. FOR 6r THICK PAVEMENTS. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT GROUND/PAVING2. PROVIDE 'FINE" SIGN WHEN REQUIRED APPLY CURING COMPOUND " TO SLAB FACE AT A 1/2 SQUARE DOWEL FOR COMPLIANCE SURFACE ', •, BY MUNICIPALITY. COVERAGE RATE OF 300 SF 4r TO 50 THICK PAVEMENTS. WITH SEALANT MANUFACTURER'S REQUIREMENTS. ENSURE GROUT IS FLUSH " r — — v MAX PER GALLON TO ACT AS SPACE DOWELS A7 18 O.C. 1 I ° I WITH FACE OF EXISTING SLAB' 486HOURSOND RPRIOR TO PLACING EAKER AT LEAST DO NOT GREASE DOWEL PCC JOINT DETAIL BLOW—UP iTYP.; 2 1 2 1r 3,50o P.S.I. a a.. d f a.. - - GROUND SURFACE P.C. CONCRETE A. ,. 'jj I NEW SLAB. 5/16 0 STANDARD (� I•�' I! I I°'is GALVANIZED OR ZINC PLATED f 1 /2- ,1 L , • ' , SQUARE OR HEX. HEAD IJ d •° , : 6 a .d AA - CONSTRUCTION MACHINE BOLT WITH NUT. PARTIAL E LE VA TI O N JOINT TO EXISTING PAVEMENT �-6r 3" J j 1 CONCRETE JOINT DETAILS SITE SIGN BASE DETAILS BREAK AWAY SIGN POST N.T.S. N.T.S. N.T.S. 2-#4 = TOP & BOT 2-#4 C TOP & BOT 1!r CLR FROM TOP 1" CUR FROM TOP 2�" CLR FROM BOT 2" CLR FROM BOT K TOP OF PAVEMENT ,.'a '�• p FIXED STRUCTURE : SEALANT C6 :1r CLR • , ' d (TYP) a - ,� • BACKER ROD L ::.. : a . a 4- (TYP.) d L' Ns" . ad 1/2" SOFT PREFORMED < JOINT FILLER FULL 04 DEPTH OF PAVEMENT. . a b (UNLESS SHOWN OTHERWISE ON SITE PLAN) URB L 1/2" SOFT PREFORMED AND GUCTTER JOINT FILLER FULL DEPTH OF BACKS OD NOTE: WORDS AND ARROWS FOR DRIVEWAYS SHALL SIGN TO BE PAVEMENT WITH BACKER R R AND SEALANT BE APPLIED ACCORDING TO REQUIREMENTS PLACED AT THE ROD AND SEALANT. SECTION AT FIXED STRUCTURE AS OUTLINED IN SECTION 3B OF THE LEADING/ MANUAL ON UNIFORM TRAFFIC CONTROL M LINES TOF RANSVERSE DEVICES FOR STREETS AND HIGHWAYS 00 CROSSWALK PER TYPICAL ROUND FIXED 2. THESE WORDS AND ARROWS ARE TO BE ��� THE SITE PLAN 8" WHITE STRIPE STRUCTURE PLAN DETAIL �NEMEED,N�TR ND REFLECTIVEVE ION ASPHALT ON �Q � AA_� A E SEE slit: PLAN - USES: MANHOLES, -LIGHT POLE BASES AND BOLLARDS 1 7 2009 •. ';�, :'a..%:s" es. �� zY-si=:iE•,i` ,z^ % r,s:�x;"' '� jti" '�"°"•"pv <, n.. )„b., ">^'�<• M TOOLED WITH 1/8 RADIUS 3 k 1/2 PREMOU)ED JOINT FILLER �i0 E �,.� •• ,4 f Y, t JOINT SEALANT PER SPECS G TtON Z .: INB LNG N LEFT/RIGHT .... TURN ONLY d' �° d .av a'a: W � ^ M1: a16 PAVEMENT MARKINGS r 14 i :. :� ?••r a a d • a b PAVEMENT a. Q ai •e ,°( � N.T.V. }• .x '� s ::a f ` �i' .:k � � .3 d: ' ' ' e .. � • . d - ° !' p ENT • I �e ,' ; � .y nf :� ,� ,� -{ � rr .� • 4' d 'e ae .a� � e • e •• •' •'--'�•'^�T. •'e .w d e.a . a0 . s .. r a f y • ° a'd a.. 'r'•e. 9'a. .•a ?aa,w,:• fi 1 2 SOFT PREFORMED - �.a , •A: a'r / , NOTE: ALL TRAFFIC FLOW ARROWS �?\. 5a:�"'r°y' a a d ` • ..' a ANY FIXED TO BE SOLID YELLOW REFLECTIVE -� JOINT FILLER FULL DEPTH OF •'a � , .. 4' ° ; • ,- .� d . �" d . . �• PAVEMENT WITH BACKER 4 : ' .d • <° STRUCTURE TRAFFIC PAINT PER 2'-O-(TYP,) ROD AND SEALANT. e d : DIMENSIONS SHOWN. 0 NOTE: 6" WHITE STRIPES : a • ' a . " • ' ` 8" WHITE STRIP 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE Q 24" CENTERS SIGN TO BE d.'• " PLACED AT THE a REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE •° e,.•;.• a' ', .. � MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS LEADING/xx AND HIGHWAYS. TRANSVERSE _ ' : •a .. Q' ' LINES OF THE . ° . , d • a e = 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL CROSSWALK PER : : • 6"( �.) as THE SITE PLAN FIXED STRUCTURE 1 'CIR. a 3. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WIMIIE. •:. • . 2-.#4aTOP & BOT (UNLESS SHOWN OTHERWISE ON SITE PLAN) , 1 CLR FROM TOP : 4*(•) 2" CLR FROM BOT DO NOT LET REINFORCEMENT P y a a CROSS SAWCUTS NEARBY OR ISOLATION JOINT 3`(TYP.) o OTHER JOINTS THAT ALLOW. r. $.. FOR MOVEMENT. d a e NOTES: 4" ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES A L3 SUCH AS BUILDINGS, RETAINING WALLS/DOCK WALLS, TYPICAL RECTANGULAR FIXED DROP INLETS, MANHOLES, LIGHT POLE BASES AND STRUCTURE PLAN DETAIL BOLLARDS. 5'-9•(TYP.) ol USES: BUILDINGS, RETAINING WALLS/DOCK WALLS AND DROP INLETS _ PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE. ' mE "ENTER" PAVEMENT QCROSSWALK/PEDESTRIAN MARKINGS ISOLATION JOINT DETAILS oIQ MARKING MARROW N N.T.S. a N.T.S. N.T.S. d f REVISIONS V � N h � co Z M 4 S Z • V r- O 0 := !- to . 00 � Q r� W Ciea� s � o oC co tA M ctScd X Ze I"- C � s e ;tn Q 14% OF T- 4�- it * ............................ . �JOE GRASSO ................................1 7328500 = �i Ste. `r (o � N Q c 0i J U90 U � W 0 0 0m m z w W op UZ m w0 w 0. Q m co Wbc 0 aOQ�-- W 1 .J 1 co O aC a 0 �U�N 1 2 = 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 R1-1 EDGE OF PAVEMENT OF FACE OF CURB 30ft X 30" A o cn Z SEE STANDARD 1'-6" STOP BAR a N a 0 o SIGN BASE DETAIL � 'too Z STOP SIGN RE: J1O/1D-4 � o 3y 1nx 3/8" Holes T 1'_8" 1'_g" 1>_g" 1>_g" c0 n U 6' STRIPED W R WR 20' 30' 30'MIN. 25' 20' 30'MIN. 30' 10' 30'MIN. q- 2'-0` Typ. , �V 2"-0°R �,_or V-Or 13/8" 1 i 1 5/8" 10 " / THIS SIGN TYPICAL AT ALLL ACCESSIBLE PARKINGon RESERVED PARKING R7-8 11 • yp T him ILI-• w NOTE: W = WIDTH (feet) OF FIRE LANE LEFT TURN 0 0 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL R =RADIUS NECESSARY TO ACCOMODATE is loop olI z BE APPLIED ACCORDING TO REQUIREMENTS FIRE VEHICLES R o> D THIS SIGN TYPICAL AT w AS OUTLINED -IN SECTION 3B OF THE WR = TURNING RADIUS PAVEMENT WIDTH 30« lo" MANUAL ON UNIFORM TRAFFIC CONTROL LSITU V� DEVICES FOR STREETS AND HIGHWAYS " '`� ALL VAN ACCESSIBLE VAN a 2. THESE WORDS AND BAR ARE TO BE T ACCESSIBLE 12' X 6" rj� n PARKING SPACES 5 wo PAINTED REFLECTIVE WHITE. WU0 P E D ao PENALTY SIGN WITH 51/� 10" w �� Q�� W 6 1�'I \43" 10 X I N G SEE STANDARD 25 " WORDING AS REQUIRED 12 X 9 C, YP SIGN BASE DETAIL AS REQUIRED BY STATE SEE PLAN 0• ! " 3!4" 24' RE: J10/D-4 OR JURISDICTION MFIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE NOTE: ALL TRAFFIC FLOW ARROWS LANE" STRIPING SHALL BE PLACED ON FACE OF TO BE REFLECTIVE YELLOW ;41!-SEE STANDARD CURB WHENEVER POSSIBLE, OR AS SPECIFIED PAINT PER SPECS. Typ. BLACK LEGEND ON SIGN BASE DETAIL BY LOCAL CODES. Letters -White Reflective RE: J10/D-4 RIGHT TURN Border -White Reflective YELLOW BACKGROUND r Background - Red Reflective (W11 A-2) (W11 A-2P) D D1 LANE STRIPING F FLOW ARROWS "STOP" SIGN(R1-1 PEDESTRIAN CROSSING ACCESSIBLE STOP BAR FIRE S G TRA FIC ) SIGN D2 PARKING SIGN N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. E 4" TRAFFIC BLUE INTERIOR NOTE: SEE SITE 4' TRAFFIC YELLOW CART CROSSING - STRIPE IN ACCESSIBLE STALL- PLAN FOR TYPE. STRIPING 2'-0' O.C. SEE CONCRETE INTERIOR BLUE STRIPE SHALL SYMBOL AS PERPENDICULAR TO SIDEWALK 12" DIRECTLY ABUT YELLOW SPECIFIED BY THE PARKING SPACE DETAIL FOR THIS AREA 33" PERIMETER STRIPE (TYP.) LOCAL CODES (TYP.) NOTES: 2` " Y .125" " 125" [(TYP.) 1. SEE SITE PLAN FOR TOTAL LAYOUT. 5 8 8 5 8, 8 8 80 'STANDARD 90' A 3' CONCRETE BUFFER I . . I FOR VEHICLE SPACE OVERHANG (REQUIRED) 2. THESE DETAILS ARE FOR REFERENCE AND 24" ,� (SEE SITE PLAN DIMENSION CONTROL ONLY -SEE CONCRETE FOR SIZE) F " 2.5 SLIVERY " 9" 2.5 m 5 m BUFFER DETAIL ACCESSIBLE SIGN TRAFFIC ° WITH C GRO SEE SITE`S q� PLANTER: WHITE BAABLACK ND. 10' MIN. WIDTH ONLY ' TRUCK NUMBER FROM LEFT TO (WHEN APPLICABLE) _ RIGHT AS SEEN FROM EXIT VESTIBULE. 2 SIGNS z z 58' :::::::::::::......::::::::::::: .. :: PER POST- ONE ON 5 (BACK " . 2.75" TYP>�- EACH SIDE. '� ;� ............... ........................... . ACCESS WAY- %� ¢y - - - (TO OF CURB) BLACK LEGEND ON 7.75" SEE 'CONCRETE. 5.25` TYP BLACK LEGEND ON 7.5" WHITE BACKGROUND " " " WHITE BACKGROUND r 2.125 2.125 SIDEWALK DETAIL :AdCAR 5 3. ALL DIMENSIONS ARE TO IL OF STRIPE UNLESS OTHERWISE INDICATED. 4. ALL COLORS AS SHOWN QR AS SPECIFIED BY LOCAL CODES. B" LIGHT POLE: C OSSIN� PREFERRED LOCATION. 0° SIG 3' CONCRETE BUFFER FOR o ALL SIGN LETTERS TO COMPLY WITH STANDARD REFERENCE LATEST SITE (TYP.) VEHICLE OVERHANG R ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) ALL SIGN LETTERS TO COMPLY WITH STANDARD DEVELOPMENT GUIDELINES (REQUIRED),--; CONTINUOUS +I ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) FOR SPACING AND DISTANCE 8, SEE W/ CONCRETE SIDEWALK. "DELIVERY » » » ALL SIGN LETTERS TO COMPLY WITH STANDARD FROM FRONT OF BUILDING. 5' 8" s' 5 8' 8 S' 8' DELI VERY TRAFFIC ONLY TRUCK EXIT . _I_ _I. _1_ _I STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) T T T 1 plpE 4" TRAFFIC YELLOWBOLLA� SIGN SIGN AISLE SIGN DETAIL CART STRIPING (TYP.) 6.5 4' TRAFFIC YELLOW STRIPING DETAIL CROSSING 2'-0- O.C. (TYP.) OR COLOR STRIPING TO N.T.S. N.T.S. N.T.S. AS SPECIFIED BY LOCAL SEE ADA BE ALIGNED ACCESSIBLE PARKING SYMBOL CODES RAMP IN 4` TRAFFIC YELLOW PERIMETER ISLAND THIS LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY H STRIPING, OR COLOR AS SPECIFIED BY SHEET "VAN` LETTERING LOCAL CODE, WITH TRAFFIC BLUE INTERIOR STRIPE IN ACCESSIBLE STALL. RED LEGEND ON 30" INTERIOR BLUE STRIPE SHALL DIRECTLY WHITE BACKGROUND " ABUT YELLOW PERIMETER STRIPE. 1 25• 900 STRIPING DETAIL 24" • 39" 1.5' 1.5' 2.25" 2.25` r r r I • TRUCK NO � BEGIN CONCRETE CURB '(TO DRIVE BLACK NOTES: BE FLASH vn cRElE a _ ' BLACK LEGEND TRUCK PARKING= :`..:: � 5' MIN. BUFFER) �.5'. MIN.:: t j LEGEND m ;n LANDING AREA LANDING AREA ON WHITE BACcm WITEKGROUND , 'f ro 8.75 TYP 'RE in 1. THE ENTIRE SURFACE OF RAMP SHALL HAVE 6 MIN st BACKGROUND ENTRANCE APPLICATION NOTE: DETECTABLE WARNINGS AS SHOWN. 6.5" • DETECTABLE WARNINGS SHALL CONSIST OF " ti ANE THESE ADA RAMP DETAILS ARE TO BE USED RAISED TRUNCATED DOMES. SEE DETECTABLE - - PAVED AREA 2.35 O.C. o • • 10 WARNINGS DETAIL A MAX. 4 CONCRETES ` ®: " . "ONLY IN AREAS INSIDE THE WAL-MART " PLANTER EDGE = '' • 8.25 8.25 . 'h4' 'e PROPERTY. RAMPS IN THE PUBLIC R.O.W. ARE � ..f �- eLAd. � BORDER ON RAMP IS ACCEPTABLE. �� °,�:��•_ REQUIRED TO HAVE A MIN. 2' WIDE FULL WIDTH � . � ' f` OF RAMP WARNING STRIP TRUNCATED DOMES 2. CONSTRUCT PER A.D.A. STANDARDS.SIDEWALK " f :..F_ ( ) Z tµ�,_��p SEE DETECTABLE WARNINGS co fi,,. ;. 2.5 TYP - AT THE EDGE OF THE CURB/HAZARD AREA. 2 8.33% MAX `�-�,LL>,�,.� DETAIL AND NOTE 1 J SEE TDLR TM 08-01 3. REFER TO PLANS FOR ADJACENT SLOPES. to ALL SIGN LETTERS TO COMPLY WITH STANDARD; 4. THE CROSS SLOPE OF THE RAMP SURFACE °'hY'° 0.9' ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) ALL SIGN LETTERS TO COMPLY WITH STANDARD ALL SIGN LEVERS TO COMPLY WITH STANDARD A °:F'�'' A ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) SHALL BE NO GREATER THAN 1:50. f •-�-� "TRUCK DRIVE" "TRUCK ENTRANCE" N 0 PARKING - FIRE 5. CURB RAMPS THAT ARE INSTALLED IN " EtI:YAIIG!! AREAS WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP OR WHERE IT IS NOT » CART PROTECTED BY HANDRAILS, MUST HAVE FLARED iq PANELS PER ACCESSIBILITY RGU TRAFFIC YELLOW PAINT A.D.A.ADAAACCESSIGUIDELINES SECTION SIGN SIGN LANE SIGN SIDES. SEE TM 99-11 OR DETAIL 19 ON SHEET X-ING D-7. FLARE SHALL BE AT 1:10 SLOPE MAX. ALONG THE VERTICAL FACE 4.29.2 dt A4.29.2 SHALL BE USED. N.T.S. N.T.S. N.T.S. OF THE RAMP CONTINUOUS WITH A 6' STRIPE ON THE SIGN EACH SIDE OF CUNB ETE. ADJOINING EDGE OF THE DETECTABLE K POST. 5/16C CADMIUM CONCRETE WALKING SURFACE WARNINGS DETAIL CURB PLATED STEEL BOLTS,¢" ..:YEU.OW .STRIPE W/ HNUTS. BLACK '>' «BUIE-;'STRI 36"HE)(PE PLAN " LETTERS WITH WHITE }`" " BACKGROUND.Igo R _5 : REFER TO SITE SIGN e fie 5.375" 7.25" 5.375" BASE DETAILS TRUCK TRUCK ° `'. SEE DETECTABLE M ENTRANCE M ENTRANCE N TRUCK �. • , c WARNINGS DETAILANDD L ENTRANCE NO h ROUNDED (TYP. • , BLACK LEGEND ON -a BOTH SIDES) 5 MIN. IT at WHITE BACKGROUND ., ;:, m TRAFFIC YELLOW PAINT ALONG THE ;,_:, 3 CONCRETE CURB a ryMA LANDING AREA VERTICAL FACE OF THE RAMP n 25•' w CONTINUOUS WITH A 6" STRIPE ON ui 1.5" TYP 3" CART CROSSING SIGNIL ' , ,° ° 5 FINISHED GRADE THE ADJOINING EDGE OF THE ' MIN. WALKING SURFACE 2.625` 2.75" U2.625' "' LANDING AREA ' 't � '4" AGGREGATE BASE COURSE COMPACTED ARROW RIGHT ARROW LEFT BROW UP TO 98% OPTIMUM DENSITY PER ASTM D698 ( OR 95% OPTIMUM DENSITY PER ASTM SEE DIRECTION INDICATED AT SYMBOL} ELEVATION A -A M ALL SIGN LETTERS TO COMPLY WITH STANDARD 8 D1557 ' REV -W FOR SECTION A -A' COM UANCE ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) TYPICAL ACCESSIBLE STALL STRIPING 2009 BLACK LEGEND ON WHITE BACKGROUND (TYP) "TRUCK ENTRANCE" � o HORIZONTAL ALIGNMENT (TYP) SIGN (W/ARROW) "NO EXIT" SIGN N.T.S. N.T.S. ADA RAMP IN ISLAND T C LONE AN�OP� N N10ADA TALL LANDSCAPE A S N SCAPE ISLAND WALKWAY, & CART COSSOVER DETAILS r " • in N.T.S. "2r " ,2r r r r r r w r st • TRUCK TRUCK " 5' -EXIT �, EXIT TRUCK 1.375" TYP NO a N - 0 EXIT `� HRU R AFFIC " Is 2.25" TYP . N 4" 6' NOTE: `r "5.5*-J1. WORDS AND ARROWS FOR 14' BLACK LEGEND ON DRIVEWAYS SHALL BE WHITE BACKGROUND � APPLIED ACCORDING . ARROW RIGHT ARROW LEFT 6.25 1.5 TO REQUIREMENTS AS • OUTLINED IN SECTION 36 OF THE MANUAL ON ALL SIGN LETTERS TO COMPLY WITH STANDARD UNIFORM TRAFFIC CONTROL P (SEE DIRECTION INDICATED AT SYMBOL) ARROW UP ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) DEVICES FOR STREET AND HIGHWAYS, 0 7 PL&H BLACK LEGEND ON WHITE BACKGROUND (TYP) "TRUCK EXIT" "NO TH R U TRAFFIC" 2. THESE WORDS HORIZONTAL AUGNMENT (TYP) 6' ARE TO BE PAINTED VERTICAL ALIGNMENT (TYP) SIGN (W/ ARROW). SIGN ALL SIGN LETTERS TO COMPLY WITH STANDARDREFLECTIVE WHITE. �o ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) N.T.S. N.T.S. 0 7AELS SIR 0 rn�0 o;: - c "YEILD" PAVEMENT Q1 SPECIAL SIGNAGE DETAILS Q1 1 MARKING m" ° N.T.S. .s 0- N.T.S. DIMENSION CHART (90') A B 9.5' is, 9.5' 19, 9.5' 20' 10.0' 18, 10.0' 19' 10.0' 20' REVISIONS Ty" i V � tV N In z M S 0-1a) � O V' Z °� r O V °+ N o O '= rn" cc Is CO Is �, IIIII'ststs V �`n"u WIs 0 cc 4, •_ IS LL_ O C M Q N c� X C � Q OF s•►•I l#1 is, ................................. ................................ •••JOE..•GRASSO R ...... 73285 = i ram' AL �� W I co Go LLI O I � J U9 U �z C0 O O � N a w Q ac U m m z rW go .. V z w 0 to mi. 0. O m f m a~c w �c o Qa w L Co �! J QO Q�, c c c P I 1 2 13 4 5. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A NOTE: GUTTER SLOPE TO MATCH Yi" DOWEL DRILLED 6" DEEP m m NOTE GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, INTO EXISTING CONCRETE. cc m m It TRAVERSE AND LOGITUDINAL 18" MIN. DOWEL OR SQUARE ADJACENT PAVEMENT, _ ? NOTE: GUTTER SLOPE TO MATCH M DOWEL LENGTH AT 18" O.C. C TRAVERSE AND LONGITUDINAL o v ADJACENT PAVEMENT, m m 0 0 � TRAVERSE AND LONGITUDINAL o 00 > > CONTRACTOR TO SAWCUT EXISTING o w CONCRETE FULL DEPTH AND INSTALL NEW 1/2' MIN. RADIUS-1" MAX. RADIUS a a CONTRACTOR TO PROVIDE 0 1 2" MIN. RADIUS � 0 m u- o #;i BARS CONTINUOUS CURB AND GUTTER. THE NEW GUTTER j a a " PRIME COAT AND , TACK Y w GRADE SHALL BE 2" HIGHER THAN THE #4 BAR CONTINUOUS �1. 1 MAX. RADIUS m 1 11 MIN. o 2" COAT TO FACE OF CURB a a EXISTING PAVEMENT. SET/ADJUST FORMS 3" "1 - " 1T MAX. WHERE CURB CONTACTS m " #4 BARS 0 24 C/C B 6" IN. /-P•C. CONCRETE 6" 1l2 MIN. RADIUS 6" 2 1 FOR POSITIVE DRAINAGE AND FOR TIE IN 6"� I 1 MAX. RADIUS ASPHALT. 11" MIN. OF PROPOSED 2 ASPHALT OVERLAY. " EXISTING CONCRETE 17' MAX. CONTRACTOR TO PROVIDE #5 BARS PRIME COAT AND TACK 1 2" MIN. RADIUS 17' MAX. 3 CONTRACTOR TO PROVIDE_T CONTINUO COAT TO FACE OF CURB 45�. 1 MAX. RADIUS PRIME COAT AND TACK7r • WHERE CURB CONTACTS COAT TO FACE OF CURB ' ASPHALT. ' °D ; R a 1�2" MIN. RADIUS WHERE CURB CONTACTS INSTALL BONDING AGENT VARIES m tO = 1 MAX. RADIUS N ASPHALT. BETWEEN EXISTING i2m" - :•' eo CONCRETE AND PROPOSED 18" MIN. CURB JUST PRIOR TO 24 MAX: 18" MIN. 18" MIN. POURING CURB SECTION " EXISTING CONCRETE �- 6 1/2 1 MAX.RADI S\�%i�\/i�\/i�\/\�i�\/i�\/i i�\/i \\%\\%\\%\\/\\/\\%\\%\\%\\ \\%\\% /� //i ////\ / //j //� //� //�//� //� //� //� /// i1 2" MIN. RADIUS MAX. P.C. CONCRETE C'//.�////.�///.�///.� //.�//. \\�`I?.C; C6NCRETI \\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\ ' '� �1 .MAX.,RADIl1S � \ \ \ \ \ \ \ \ ASPHALTIC CONCRETE PAVING P.C. C NCRETE PAVING '' •\/�/�/�/�/�/�/�/�/� EXISTING SUBGRADE COMPACTED SEE PAVING DETAILS FOR SEE PAVING DETAILS FOR TO 957: ASTM 698 REQUIREMENTS. PAVEMENT SECTIONS, SUBBASE, PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION SUBGRADE AND COMPACTION ASPHALTIC CONCRETE PAVING REQUIREMENTS. REQUIREMENTS. SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. ° TYPE "A" CONCRETE TYPE "B" INTEGRAL TYPE "G" MOUNTABLE TYPE "A" MODIFIED D5 D9 D13 DTYPE "P" CURB CURBANDGUTTER CURBANDGUTIER CURBANDGUTTER 17 N.T.S. N.T.S. SEE STANDARD 6" SCH. 40 STEEL PIPE SIGN BASE DETAIL ------ E RE J10/D-4 30" 30" 24" m,<''M "' FILLED W CONC. :': WITH TOP ROUNDED. 0 ...a. 2'-0" PAVEMENT OR 30"Yk ='r':y `` I FINISHED GRADE R1-1 (STOP SIGN) _�I" THIS SHEETro t� t� N CROSS TRAFFIC DOES NOT STOP (L .a • 3" COVER } �' 0 /\/ OVER FOOTING ® ONLY ONLY ; 0 FILL POST w/ CONCRETE F c Z , ; in Z j a z 10 ® o �LLI 2500 PSI P.C. RED AND BLACK LEGEND h ,/ CONCRETE MINIMUM ON WHITE BACKGROUND FIN. GRADE z (T'•) CE BLACK LEGEND ON WHITE BACKGROUND i�\/ as STANDARD RED AND WHITE SIGN `' "> 1 R5 1 R 3- 5 R 5- 2 ALL PIPES SHALL BE , / PAINTED TRAFFIC YELLOW G �� �� NONLY" I " �� "CROSS TRAFFIC DOESDO NOT ENTER SIGN TUR SIGNS NO -TRUCKS SIGN PIPE BOLLARD NOT STOP SIGN N.T.S. _T N.T.S. N.T.S. N.T.S. N.T.S. H #3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT 4-#8 VERTICAL GROUND LUG IN POLE 39' STEEL TAPERED POLE CONNECT ALL EQUIPMENT REINFORCING B B GROUND CONDUCTORS TO BARS PLACED INSTALLATION IN CONCRETE PER SPECIFICATIONS. POLE GROUNDING LUG IN POLE ADJACENT TO PAVING REQUIRES CONTINUOUS SHALL BE MADE PLUMB WITH 5/8 X 2 POST BOLT, " ANCHOR BOLTS 1%2" EXPANSION JOINT MATERIAL LEVELING NUTS. TEMPORARY CAP ALL CONDUIT STEEL PLATE WASHER, 7 ALL AROUND. SEAL WITH JOINT p�� AN SEALER PER SPECIFICATIONS HAND HOLE WITH COVER T STEEL WASHER D NUT. CONDUIT AS REQUIRED V-6' FROM BASE OF POLE. m 5/8"x 12' COPPERWELD GROUND ROD .N °' x Iq JUNCTION BOX (POLES 4"x 6" MIN. CONNECTED TO EQUIPMENT GROUND SEE PLAN FOR POST SPACING REQUIRED �7 LAP IN DIRECTION OF TRAFFIC �� �� DESIGNATED WITH "CAM" SUFFIX WIRE AT GROUND LUG IN POLE _ _ SECTION A -A ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES DETAIL "C` a ' ®' ®� ®� • ®" `i PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (LE. A A io \ \ \ \ BV-CAM). REFER SITE PLAN FOR SECURITY M (4) ANCHOR BOLTS 1.25" DIA. POLE LOCATIONS. !\\.�\ \\/� C\�` (� M x 42' LONG x 6" HOOK �I-� / /�� BOLT TO BE ON SIDE AWAY FROM FINISH GRADE (\i� I I �� APPROACHING TRAFFIC WHERE J FEASIBLE MOUNTING STEEL POST END PANEL NTERINTERMEDIATE PANEL TE I D P NE N \\//�\///\// I I \\/ \/�\// ! \,\\/ \/ •/� 8"X 4"X 2 3 4" 1-1/8* 2" SECURITY CAMERA CONDUIT JUNCTION BOX 2" 45 DEGREE ELEVATION (POLES DESIGNATED WITH - - 4-#8x8' (MIN) LONG BARS LIQUID -TIGHT POLE -TO -BASE PLATE WELD "CAM" SUFFIX ONLY, I.E. ( EQUALLY SPACED CONNECTOR SHALL COMPLY WITH AW5 ANCHOR BV-CAM) c z SPECS. AT TOP AND BOTTOM BOLTS 1" MIN. LIGHTING CONDUIT ( I OF BASE PLATE io #3 TIES 16" O.C. MAX VERTICAL AND HORIZONTAL 12-1/2" K BASE PLATE BOLT HOLE 45. BARS SHALL BE FIELD TIED. I 3" MINIMUM COVER TYP gyp WELDING NOT PERMITTED. ( 1/4" POLE BASE PLATE ND 0'-3 3/4" SUPPORT REINFORCEMENT IN 2" BOLT PATTERN PER ITS PROPER LOCATION FROM MANUFACTURER'S N THE FORMWORK DURING • N "� CONCRETE OPERATION. • z RECOMMENDATION o ^ a - C - N N N m 2' BELOW FROST LINE 24" LIGHT FIXTURE ORIENTATION 24" DIA. CONCRETE FOUNDATION DIAMETER 3/4"X 2 1/2" SLOT (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED 27-1 2" 29/32"X 1-1/8" ORIENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, I.E. 21-1 4" SLOTTED HOLES 0 L BV-CAM), FLUSH WITH FACE OF LIGHT POLE BASE. LOCALE N 3-1/4:* JUNCTION BOX TOWARDS FRONT OF 12-1/2" a RAIL SPLICE 4 BOLT COVER TYPICAL BUILDING. JUNCTION BOX SHALL ,� BE CARLON PART NUMBER LAP c 1/16" SECTION B-B E1212C24 WITH E1212DIV FIELD INSTALLABLE DIVIDER REFER 3-3/8"� 10' SPECIFICATIONS 4-1/4" 15/16" ,,,,12 GAUGE U.S. �11/16"X 1" SLOTTED HOLE STANDARD (STEEL) It T M \ _1_ m 6 - 7/8" "�a 15/16"R TERMINAL SECTION STD. HAND HOLE I " ���� aAQ� �� � 9/16 !r" b� HANDHOLE WITH COVER REMOVED TIGHT "LIQUID-1-3/4"X 3"X 1/8" WASHER 1-17/32" �� NCE BUNNECTORRNDY COPPER �CPA4C STEEL PLATE WASHER GROUNDING LUG WELDED SCRULUG AND TIN PLATED " FEMALE ADAPTER LIGHT POLE N TO INSIDE OF POLE NUT AND BOLT OR BURNDY 2" PVC CONDUIT FOR POST BOLT Ju 2009 COPPERCC20 SERVIT MNCRETE PIER 45 DEGREE BEND C(� h E I v� TWO PIECE BOLT ATTACHED TO GROUNDING LUG COVER REQUIRED " SECURITY (rn') ERA CONDUIT NE i LOCKING WASHER GROUND TO GROUND CR D " PVC MALE 2" PVC COUPLING 1�1 IF SUPPLIED BY NUT A'TER 3/4" 480V SITE LIGHTING VENDOR 4" CURVED LIDM POWER CONDUIT 5" MIN., 5.5" MAX. NCTION BOX =I LEVELING NUT WASHER BOLT PROJECTION AVING 1-1/4" TOLERANCE 1-1/16" (MAX 1" FROM NOTES: L L 5/16• 1-1/4" VAL SHOULDER CONCRETE) BASE PLATE PER 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2 _0 0 SPECIFICATIONS 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE 3. FOUNDATION EXCAVATION SHALL BE BY 24 AUGER IN UNDISTURBED OR PROPERLY COMPACTED POLE MOUNTED CAMERA D ETAI L 2-1/4?' 9e op ANCHOR BOLT FILL PER SPECIFICATIONS. NOS:3-3/16" D ETAI L C 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. ONLY FOR POLE LOCATIONS DESIGNATED WITH 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE "CAM" SUFFIX ONLY, I.E. BV-CAM. CAMERAS AND VALUE OF 1000 PSF. WIRING BY OTHERS. BUTTON HEAD 5/8" DIA. 15/16"DIA.X 1/16" DEEP 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS RECESS ONE SIDE wWZ 12 1/2" WITH OVERTURNING LOADS". ,p�' SPLICE BOLT ma 6 BOLT CIRCLE 7. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. �i Ia`I' NOTE- POST BOLT SAME EXCEPT LENGTH. N � R �.4" 8. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. ao cy a '��U 9. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN -PLACE. PRE -CAST LIGHT POLE BASE P FOUNDATIONS ARE NOT ACCEPTABLE. 7 LAN TYPICAL ANCHOR BOLT SPACING CUT STEEL WASHER NOTE: ALL GUARD RAIL ELEMENTS, FASTENERS, AND 7ACLS a TERMINAL SECTIONS SHALL MEET THE o REQUIREMENTS OF AASHTO M 180. 0 0 IS I � o� o� c � TYPICAL LIGHTING POLE DETAIL Q12 GUIDE RAIL � C 30. N.T.S. N.T.S. REVISIONS i. V � C N co M m s Z 'u � o O Q � N O }— 0 to ' V co r L0 V °� . vi w ( 41 0 O 0 I.'- 0 c M � co h N t� x H C � •e Q �� �E OF TF11, to 00 �* *I ♦ * ..........•..1 �....JOE..GRASSO.... - �1 ,c 73285 400, �s V, � N 005 Q O O Lo U a O o �- Z m m ~ a W UZWW O ps W. F= �<Vocl) cj) 00 V � ��^^ '�'^^ , �E ( - 0 r Q � w' W V^ , Q 0 C) 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 OWL A B _T NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK A A AND ALL FIXED OBJECTS SHED R4 DE 1 2" RADIUS TOOLED JOINT OR B CONCRETE CURB NOTES: PAl/EMENT/NI FORMAGT/ON) PLAN VIEW 112 RP SAWED JOINT (TNT.) _ (SEES/FORMA IO) B 1. THE ENTIRE SURFACE OF RAMP SHALL HAVE ASPHALTPAVEMENT EXISTING CONCRETE DETECTABLE WARNINGS AS SHOWN. SASEMATER/AL DETECTABLE WARNINGS SHALL CONSIST OF RAISPAVED AREA WARNINGS DETAIL THE TRUNCATED MEN71R RA ES. SEE DETECTABLE SHALL HAVE DETECTABLE WARNINGS - A MAX. 4' • t • ? ' ' '''! •` L r CONCRETE BORDER ON THE RAMP IS VARIES SEE SITE PLAN LJME TREATED .••.j;�._ �;� . �,;�,s•••. wi ,�-,,. ia,�,, ,ri:;;,.,_: . 1 /4• THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 35' O.C. MAX. �>� 1OX MAX. ACCEPTABLE. » '.::E�Jy �,., -•',. �yi �K�.. `: 7iv : t?l.'?-. Y? ��''"tµ r''''tiS+ EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK ( ) SLOPE 1/4" /FT. FLARED 2. RAP SIDE SLOPE VARIES UNIFORMLY FROM MAX. SIDE A MAXIMUM OF UP TO 10X AT CURB TO EXISTINGBASE 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' S.0' 1 TYP) " ro r,. „ ...DOMES ARE NOT CONFORM WITH LONGITUDINAL SIDEWALK SLOPE . o SHOWN TO SCALE;( ) 1 /2 R tw SEE DETECTABLE : W z 3. CONSTRUCT PER A.D.A. STANDARDS. (TYP) x WARNINGS DETAIL ..e G SIDEWALK ` o xj o ^. oC ;. oo/ AND NOTE1a toWOWll4. REFER TO PLANS FOR ADJACENT SLOPES. o PC CONCRETE:.:,Qo"nZa4`..,.R', "+"'"'� 5. THE CROSS SLOPE OF THE RAMP SURFACE zy�.b �a SHALL BE NO GREATER THAN 1:50. NOTE: (TYP) 4" r r...k,� a'S0WHERE RE UIRED REINFORCEMENT Q TYP»4 AGGREGATE BASE()-3"WILL BE No. 3 BARS 24 O.C. A a ";f '4 �ain�```�'� COURSE COMPACTED TO ;; SECTION A -A EACH WAY MAX. SPACING, OR 90X STD. PROCTOR (TYP) SECTION B-Bp;4pA ,„>,:j•;.;,,'4°" N� 6 x 6 - W1.4 X W1.4 WWF 10X MAX. FLARED SIDE 5' MIN. D ARC OR AS REQUIRED BY THE CONCRETE SIDEWALK GTH LOCAL JURISDICTION/ ASPHALT/CONCRETE JOINT DETAIL _ _ N.T.S.D17 _ N.T.S. 6" TRAFFIC STANDARD NOTE: SEE SITE STANDARD SEE END CAP WHITE (TYP,) 90, PLAN FOR 90' SPACES ISLANDS DETAIL CONCRETE CURB PLAN ACCESSIBLE TYPE. SYMBOL (SEE SITE E (TyP,) BY LOCAAS L NON-ADA STANDARD ED PLAN FOR CODES (TYP.) STRIPING ISLE (TYP.) ) 5' 8' 8' 5' 8' 8' 8' 8' elleA Ny (TYP.) ACCESSIBLE SIGN m SEE SITE PLAN 9p, (TYP-) m X F N 0 Y ACCESS WAY m APPLICATION NOTE:to CART .9»X. o THESE ADA RAMP DETAILS ARE TO BE USED x-ING "ONLY IN AREAS INSIDE THE WAL-MART ELEVATION PROPERTY. RAMPS IN THE PUBUC R.O.W. ARE REQUIRED TO HAVE A MIN. 2' WIDE (FULL WIDTH OF RAP) WARNING STRIP (TRUNCATED DOMES) SIGN - EACH SIDE OF AT THE EDGE OF THE CURB/HAZARD AREA. SEE TDLR TM 08-01 POST. ATTACH WITH 2 LIGHT POLE: o V p., �� xhs'M^pYXq� 't 5/16y CADMIUM " + ;� W/ HEX NUTS. BLACK �j ,�. Apr.-K �j p�,_,��- PLATED STEEL BOLTS PREFERRED LOCATION. �J > ies LLti...... .......r LETTERS WITH WHITE REFERENCE LATEST SITE „'; .< qg ., . . DEVELOPMENT GUIDELINES x_ ' ~~` BACKGROUND. 0 8 FOR SPACING AND DISTANCE 4:„YELLOW.:STRIPE` -`::r o;r ::'»j FROM FRONT OF BUILDING. » y F 4 =BLiJEISTRIPE REFER TO SITE SIGN 4" TRAFFIC BLUE 4 TRAFFIC 4 TRAFFIC YELLOW ci 4" TRAFFIC YELLOW INTERIOR STRIPE IN YELLOW STRIPING STRIPING (TYP.) DOMES ARE NOT SHOWN TO o BASE DETAILS . SCALE; SEE DETECTABLE PERIMETER STRIPING ACCESSIBLE STALL- 2-0 O.C. (TYP.) :. �n WARNINGS DETAIL AND r7 (TYP-) INTERIOR BLUE STRIPE NOTE 1 G SHALL DIRECTLY ABUT �� H.? � 2.35" Q.C. a YELLOW PERIMETER +w STRIPE (TYP.) ROUNDED 5' MIN. ELAK "' 8.33% MAX, LANDING AREA 90 STRIPING DETAIL .� H by 4",..:YELLOW; STRIPE LU'5TR W `0- a: in 3 " Z �o rri 1= :J .� DIMENSION CHART (90') A B 9.5' 18.0' 9.5' 19.0' 9.5' 20.0' 10.0' 18.0' 10.0' 19.0' 10.0' 20.0' o Eo ` NOTE: PREFABRICATED PANELS PER o° o A.D.A. ACCESSIBILITY GUIDELINES SECTION m o0 0 4.29.2 & A4.29.2 SHALL BE PLACED INTO ' 4," 4" FIBOROUS CONCRETE OR TRUNCATED s4: m LANDING AREA DOME PAVERS PLACED ON 1" MORTAR ... 4• AGGREGATE BASE COURSE COMPACTED TO 98% OPTIMUM DENSITY PER ASTM D698 OR 95X OPTIMUM BED WITH 4 MIN. FlBOROUS CONCRETE. SECTION A- A' DENSITY PER ASTM D1557 CART CROSSING SIGN DETECTABLE WARNINGS DETAIL i _r^ 6.5 20' ' 8' ACCESSIBLE PARKING SYMBOL TYPICAL ACCESSIBLE STALL STRIPING LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN' LETTERING I ADA STALL 90 PARKING DETAILS 19 ADA RAMP IN SIDEWALK 117CART CROSSING SIGN DETAIL N.T.S. N.T.S. N.T.S. 7" REINFORCED CONCRETE 6" REINFORCED CONCRETE 2.5" TYPE D HMAC J 4 BARS SPACED AT 18 INCHES ON #4 BARS SPACED AT 18 INCHES ON �'�+� 12" CRUSHED LIMESTONE BASE - ls$ Om) CENTERS IN BOTH DIRECTIONS. CENTERS IN BOTH DIRECTIONS. ITEM 247, TxDOT TYPE A GRADE 300 m 30 m d. u 4. "'2YELLOW...STRIPE, (1 �) 19 mm") {1') C " ,'•''STFtIPE 125 mom DIA. HOLE BWE* r, 6• (5 ) 12" a 2" "P.C.CONC. ;$ ua c 2501mm a t z ' 10.. P.0 REJNF. CONC. ° " ) P.0 REINF CONC. ii .: '�' ......................................................:.:....:...:...:::._.....:.: .................................................................... ............................. ....................... . ......::::....................................::::....:.;.:.:..............,...,............................................ a w � x: .............. . ..................................................................................:...................................................................................::•.:.::..:...... ........ . :::::::::.:.:..::::::::::.:::::::.::::::::.::::::::::.::::.::::::::.::..:::::::;::;:::;;::;::>:;;:;;:;;;:;:;;;::;:;;:.:;::;;;:;;;:;;;:;:::;;:;. a e .:_ _ \ _ _.� s �� "..r """ �% % /�/ 0 /;% % % //\/ 3 F �h f 125 (5") mm- ............. 5M (#3) BARS K o `'' !� 6.5' PLAN *4" CRUSHED LIMESTONE BASE *4" CRUSHED LIMESTONE BASE 6" LIME TREATED SUBGRADE OR J ITEM 247, TxDOT TYPE A GRADE 1 ITEM 247, TxDOT TYPE A GRADE 1: m " ACCESSIBLE PARKING SYMBOL BX 1100 GEOGRID BX 1100 GEOGRID STANDARD. DUT Y m . LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY HEAVY DUTY STANDARD DUTY ASPHALT PAVING "VAN" LETTERING CONCRETE PAVING CONCRETE PAVING j L s ti, 1.7 m 50 (2") (5'-8") �2"� m GENERAL NOTES : *REMOVE LOOSE MATERIAL FROM THE COMPACTED BASE MATERIAL SURFACE TO 8 PRODUCE FIRM, SMOOTH SURFACE WITHOUT ANY COURSE AGGREGATE EXPOSED Standard Duty Pavements • Design for ,109,500 18-kip equivalent ON SURFACE IMMEDIATELY BEFORE PLACING CONCRETE. A VIBRATORY SMOOTH axle loads over 20 years, initial serviceability=4.2, terminal serviceability--2.0, DRUMMED ROLLER SHALL BE USED TO OBTAIN THE FINAL FINISH. IF A SMOOTH TYPICAL ACCESSIBLE STALL STRIPING reliability=85%, standard deviation=0.35 for rigid pavements and 0.45 for flexible SURFACE CANNOT BE ACHIEVED, THE GRADES SHALL BE ADJUSTED AND AV pavements. CHOKER LAYER SHALL BE INSTALLED AS CALLED OUT IN 2.1 MATERIALS, 8.2. AGGREGATE MATERIALS; OF THE SPECIFICATION SECTION 2751 CONCRETE Heavv Duty Pavements: Design for 335,800 18-kip equivalent axle loads over 20 PAVEMENT. years, initial serviceability=4.2, terminal serviceability=2.0, reliabilty=85%, standard 3" TYPE D HMAC deviation=0.35 for rigid pavements and 0.45 for flexible pavements. M The pavement design calculations were performed utilizing the guidelines in the 1993 14" CRUSHED LIMESTONE BASE AASHTO Guide for Design of Pavement Structures using the structural number ITEM 247, TxDOT TYPE A GRADE system. Other Design values are listed below. A. PAVEMENT NOTES n NOTE: SEE SITE STANDARD 90' . 4' TRAFFIC YELLOW 2" PLAN FOR TYPE. SPACE . STRIPING 2'-0" O.C. P C CONC SYMBOL AS (SEE SITE: PLAN PERPENDICULAR TO DIMENSION CHART (90') A B 9.5' 18, 9.5' 19, 9.5' 20' 10.0' 18, 10.0' 19, 10.0' 20' y T 3' CONCRETE BUFFER PARKING LOT BUMPER CURB FOR VEHICLE LIGHT POLE: m ,� CROSS N 5'. OVERHANG (REQUIRED) PREFERRED LOCATION. REFERENCE LATEST SITE (TYP:) -SEE CONCRETE N.T.S. DEVELOPMENT GUIDELINES I BUFFER DETAIL FOR SPACING AND DISTANCE vary FROM FRONT OF BUILDING. 5' 8' Be 5' 8' 8' 8' 8' CART CROSSING - 'S�L SEE CONCRETE 4' TRAFFIC YELLOW CART SIDEWALK 4' TRAFFIC YELLOW STRIPING STRIPING (TYP.) CROSSING DETAIL FOR THIS AREA P be stabilized with lime. Once the paved areas have been brought to the proposed 2'-0. O.C. (TYP.) OR COLOR AS STRIPING TO design subgrade elevations, the upper six (6) inches of the soils should be SPECIFIED BY LOCAL CODES BE ALIGNED pulvi-mixed with at leasta six (6) percent lime by dry weight of materials being RIGID PAVEMENT SYSTEM y * U U treated. Stabilization should be accomplished in accordance with the applicable provision of Item 265 TxDOT specification. The lime stabilized soil should be compacted to at least 95 percent of the maximum dry density as determined by the standard Proctor (ASTM D-698). The moisture content of the lime stabilized soil 12 should be maintained within two (2) percent below to three (3) percent above the c o optimum moisture content. An alternative to lime treatment would be to install a TENSAR BX1100 Geogrid directly on top of the compacted subgrade. The geogrid I I should be installed in accordance with the manufacturer's recommendations. o Subgrade should be moisture conditioned and compacted to same requirement as c � Lime Treated Subgrade. 100 mm 5M (#3) BARS (4") 19 mm 19 mm (XV) DIA. HOLE DIA. HOLE LONGITUDINAL SECTION 3 m Reinforcin Steel. 4 at 18 Inches on centers in both directions. a SPECIFIED BY THE PARKING SPACE 4 # FOR: SIZE) 100 mm- LOCAL4., Control Joint spacing_ In accordance with ACI 330R, control joints should be spaced CODES (TYP.) no greater than 12 feet for 6-inch thick concrete. If sawcut, control joints should (m'•) 75 mm 75 mm VI E� OR be cut within 12 hours of concrete placement. Sawcut joint depths should be at (3") (3^) C01 IEexas�onf. JWntssoa thickness. %��j��/��j��j��j��j��j��j��j��j� 5M (#3) BARS N should be a maximum of 60 feet. �/\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ / 5' 1 8' 8' 5' 8' 8' 8' 8' A 3' CONCRETE BUFFER Dowel at a nts: inch smooth bars, 18 inches in length, with one end (�-- FOR VEHICLE • 100 )m JUL 009 treatedo slip, space a 12 inches on centers at each joint. All joints in P.C. 6" LIME TREATED SUBGRADE OR ( ►�� OVERHANG (REQUIRED) Concrete to be sealed. Place Y2" pre -molded Expansion joint material between all ACCESSIBLE SIGN - SEE CONCRETE SEE SITE PLAN 5' BUFFER DETAIL CO GE T CAN curbs and other concrete structures they abut full depth. 19 mm (�") REINFORCED CONCRETE - Concrete should be properly reinforced and jointed as (TYP') °° a° DIA. HOLE 50 mm GINS I detailed herein and should have a minimum 28 day compressive strength of 3,500 HEAVY DUTY c�0 PLANTER: ALL CONCRETE SHALL BE (2") psi with -T e I cement. The concrete should also have a minimum Modules of CLASS "A" IN ACCORDANCE P Type 10' MIN., WIDTH WITH ITEM 403S. ASPHALT PAVING CROSS SECTION Rupture of 600 psi. (WHEN APPLICABLE) HOT -MIX ASPHALTIC CONCRETE - r L H HMAC shall conform to TxDOT f m Item 340, Type D. Z 58 .•• 5 Asphalt lift should not exceed 2.5 inches or be less than one (1 1/4) inch thick. VARIABLE 16 MIN. Asphalt should be compacted to at least 95 percent density f P P P ce t of the n ty o the TO BACK OF CURB o Y" 'ACCESS WAY ---A 0 laboratory molded specimen or 92 percent of the theoretical density. FLEXIBLE PAVEMENT SYSTEM _ 1`::' ( ) BASE MATERIALS - Base materials should consist of crushed limestione (TxDOT Item 247, Type A, Grade 1) and possibly gravel (TxDOT Item 247, Type B, Grade 1). Base materials should be placed in maximum six (6) inch thick compacted lifts. Each lift should be compated to at least 100 percent of the maximum dry density as determined by the TxDOT 113E method of compaction. The base material should be near the optimum moisture content (-2 to +27.) at the time of compaction. The flexible base on this project must meet TxDOT specified triaxial (for strength) and wet ball mill (for aggregate durability) requirements. The contractor must submit test data that verifies the base material complies with these requirements. tJME TREATED SUBGRADE - The materials at the design subgrade elevation should Component Material Thickness Standard Duty Heav Dut Type D Hot Mix Asphaltic Concrete 2.5" 3.0" TxDOT Type A or B, Grade 1 Base Material 12.0" 14.0" LIME TREATED SUBGRADE 6.0" 6.0" Component Material Thickness Standard DutyHeavyDut Reinforced Concrete 6.0" 7.0" Compacted TxDOT Item 247, Type A or Be Grade 1 or 2 base material 4.0" 4.0" LIME TREATED SUBGRADE 6.0" 6.0" 4 TRAFFIC BLUE INTERIOR 4' TRAMC YELLOW PERIMETER STRIPE IN ACCESSIBLE STALL - STRIPING, OR COLOR AS SPECIFIED BY INTERIOR BLUE STRIPE SHALL LOCAL CODE. WITH TRAFFIC BLUE DIRECTLY ABUT YELLOW INTERIOR STRIPE IN ACCESSIBLE STALL PERIMETER STRIPE (TYP.) INTERIOR BLUE STRIPE SHALL DIRECTLY 7AOLS ABUT YELLOW PERIMETER STRIPE. 90" STRIPING DETAIL V � C N .0 O Z V O O N o cc LM . .$ V LL! 43 _ ,0 � o � Co NIMMONSu' o `n M h Cd X Zr G � N Q • i OF �............ tit ......::....1 R •��JOE ��GRASSO R I....... ...............1 73285 • �i � •y�DG ��II-69 cm �o U 0 O Um m Z ... W. Z V�J W ac o a W F= CO Cl) t WtE <0 W J cr) I J -. J r O Q 0 Q 0 U 04 0 Y fa w a �m O 7 C� 9 PAVEMENT SECTIONS Q9 ADA STALL, LANDSCAPE ISLAND & CART CROSSOVER DETAILS s a N.T.S. N.T.S. REVISIONS V � c N 1`� ^ co ZW Q} S M r O V 0 N p !— CO � W 4-J O V m o- 00M c X CLA � • e :LA v Q ............................ ...JOE..GRASSO ..;....♦ 73285..0•' cm CD w c O 0 U9U Cf) 0 0 °C • w Um m � w W w Uz ww w aF= a� 0M. �, CO Cl) 0 ~ w EE o Q 0 < mw J J ,- Q 0 3: C) N oz . O Y • a� c 0 = r _ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 s 22 1 2 3 4 _ _ 1 m 3 GENERAL NOTES: A 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL REINFORCING BARS TO HAVE 2" COVER. _ W 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND » 12" MIN. FLOW LINES. 12" MIN. 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. '- " �i1: 18" MAX. OUTSIDE OF BOX 18` MAX. CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. w RdNF. BAR w 5. ALL REINFORCING BARS TO BE GRADE 60.Fr 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR j� #4 RdNF. BAR » FINAL DIRECTED BY THE ENGINEER. UNDISTURBED EARTH OR PRECAST MANHOLE SPECIFICATIONS $'G„ BAR "J" BAR COMPACTED N ASTM C478 CONCRETE: 4000 PSI AE (MIN.) B JOINT: WATERTIGHT RUBBER GASKET o�T INITIAL BOX CULVER BACKFlLL #4 REINF. BAR #4 0 3" NEENAH R-1737 "A" » K" BAR #4 REINF. BAR "L" BAR O q OF COLUMN (LIGHT DUTY) + ( BEDDING (MIN.) „ NEENAH R-196 6" G` GUTTER DEPRESSION gq� (HEAVY DUTY) L BAR NORMAL GUTTER ' *- 12' �� �� cr '-6" OR - " CONCRETE BOX CULVERT 4 pIq "B" COLUMN / Y ' FI RINdG "K"BAR O 12"- 60COVER #4 BA "G" BAR O 1 " • 4" • IN 5' 4" I 10' DOWNSTREAM UPS EAM D SECTION "B"-"B" °D CURB EXPANSION JOINT W PANSION JOINT rB« "J" BAR O 16" NORMAL GUTTER �� -30-0a DEPRESSION 12"MIN. O.D. 12"MIN GUTTER RING AND COVER 12"MIN. O.D. 12 MIN DEPRESSION PER SITEWORK 18` MAX 18" MAX 8" MAX 18" MA SPECIFICATIONS UNDISTURBED �, , �\ra EARTH OR ED UNDISTURBED E 101 10" �_p» o COMPACTED EARTH OR\ % COMPACTED '�\ /� FINAL FILL / FILL BACKFlLL 3 FOR"D"=6" r 5 FOR"D'=B" . FINAL\ BACKFlLL TIER .•% so PIPE _Z z DEPRESSION z J REINFORCEMENT SCHEDULE, BASE LINE \\ o �` BACKFlLL Q, o J o zo J 3 SECTION /. zo ir) 0 i z 0 I 'A" 's O 6" E.W. \ UNL F chi ® .: X o o o C. "B" #6's O 6` E.W. NG \ \\ \`` // / '/ 4A BEDDING a TOP CURB t� M a.4!* c� TOP CURB TABLE OF W DIMENSIONS 4 BEDDI �, z m -� PIPE\ (MIN.)\'��\ (MIN.) • o D GUTTER _ QE SIZE SKEW OF CROSS DRAIN 4r 4 w _ BOTTOM CURB 80 )m CURB _ SINGLE STRAIGHT 30' 45' -24" 4'-°» 4'-°" 4'-'0" REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES ° V a 36" 4'-0" 5'-3" 6'-5" 42" 5'-3" 5' 7'-3" AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB * " " 48 5-10 6-7 8-0 SMALLER THAN 60 0 PIPE 60 0 AND LARGER G a N s DOUBLE FOR A" SECTION ONLY 8" in ``� -- -- 24" 7'-0" 7'-10' 9'-5" t- 6 c 3500 PSI P.C. CONCRETE 30" 8'-2" 9'-2" 11'-0" 42" 10'-6" 110-10" 14 =2" _ 48" 13'-2' 15'-lO" 0 REINFORCEMENT SCHEDULE, WALLS ON ' c SECTION WIDTH ("W) HOR. AVERT. GENERAL NOTES 4' 's09 s010 "A" BETWEEN 4' & 7' 's 0 9" 's 0 10` 1. BEDDING SHALL BE CLASS I -A WORKED BY 6. FINAL BACKFlLL NOT UNDER PAVED AREAS CAN H GREATER THAN 7' 's 0 4 1 2" s 10" HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV -A COMPACTED TO 95% STANDARD ` t 4' 4's O 6" 's O 10" THEN BEDDING SHALL BE CLASS i-B PROCTOR. BETWEEN 4 & 7 s O 6 s O 10 COMPACTED TO 85% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE "W 4'-0" MIN. o TABLE OF "T" & "N" DIMENSIONS SECTION WIDTH "W "1' •N» •p• WITH ASTM D 2321-LATEST EDITION. 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN BETWEEN 4' & 7 6" + PIPE THICKNESS 8" 8" I -A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8` LOOSE LIFTS IN ACCORDANCE ' m t, rAr GREATER THAN7' 6" + PIPE THICKNESS 8" 8" 85% WITH ASTM D 698. CLASS III AND IV -A PROCTOR. "B" 6" + PIPE THICKNESS 8" 8" MATERIALS SHALL BE COMPACTED NEAR BETWEEN 4' & 7' 6" +PIPE THICKNESS 10" 8' 3. INITIAL BACKFlLL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT. 7.REINFORCEMENT SCHEDULE, TOP WORKED BY HAND, OR CLASS 1-8 OR CLASS II DIMENSIONS STEEL SPECIAL PATTERN FREE OF DEBRIS, ORGANICS AND ROCKS COMPACTED TO 85% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE I " "N" "W" 4'-0` MIN. "N" 1'-0 Wt = 7' OR LESS #4's 8" E.W. DIAGONAL ®COVER 4. INITIAL BACKFlLL NOT UNDER PAVED AREAS LARGER THAN 2% RE JEWE ' FOR OAN BE CLASS III COMPACTED TO 90% C V ;i i1� V COMPACT ELEVATION W2 = 7 OR LESS #4 s O 8 E.W.EDIAGONAL O COVER SECTION "A" -"A" SUBGRADE Wt = 7 OR LESS #4 s O 8" E.W. DIAGONAL O COVER STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED. BRACED, OR OTHERWISE TO 90% STD. W2 - 7 OR GREATER #4'S O 6" E.W. DIAGONAL O COVER 5. FINAL BACKFlLL SHALL BE CLASS i, If. OR SUPPORTED .IN COMPLIANCE WITH OSHA 7 PROCTOR WI = 7 OR GREATER #4 s O 6 E.W. DIAGONAL O COVER ill COMPACTED AS NOTED IN NOTES 3. AND 4. REGULATIONS AND LOCAL ORDINANCES. (SEE J ! 2009 W2 = 7' OR GREATER 's 0 6" E.W. DIAGONAL O COVER SPECIFICATIONS AND OTHER CITY REQUIREMENTS FOR PIPE INSTALLATION IN R.O.W.'S & EASEMENTS). co EEG& � �N jj MODIFIED CURB INLET . J12 STORM SEWER TRENCH AND BEDDING N.T.S. N.T.S. .C. CONCRETE rAr (PdZ SITEWORK SPECIFICATION SECTION 02751) NEENAH FRAME AND GRATE R-1878-BIIG W/ANGLE FRAME FRAME & COVER "A' CORNER BARS - SAME SIZE AND FULL DEPTH OF FRAME HEIGHT TO OUTSIDE K HEAVY DUTY). FOR USE WITH INSIDE DIMENSION OF 3'X4'. FOR PER SITEWORK NOTE: TOP OF MANHOLE TO BE LEVEL SPACING AS HORIZONTAL BARS LARGE INSIDE DIAMETER REQUIREMENT USE NEENAH FRAME SPECIFICATIONS EDGE OF MANHOLE AND GRATE R-6673-Q1. .C. CONCRETE WITH FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. (PER SITEWORK SPECIFICATION SECTION 02751) USE ADJUSTMENT RINGS AS REQUIRED "P" =PAVEMENT THICKNESS SPACING BARS HORIZONTAL I E AND FULL EDGE OF MANHOLE FRAME HEIGHT TO OUTSIDE BUT NOT TO EXCEED 10. "F" = FRAME HEIGHT ' "P" - PAVEMENT THICKNESS NEENAH R-6078 (HEAVY DUTY) WITH ss.ess. "I" = FRAME HEIGHT 1" DIA. TYPE "A" LIFT HOLE. ss, SOLID UD LETTERED `STORM SEWER" \�G� REINFORCEMENT SCHEDULE, BASE ° SECTION NOTE: TOP OF MANHOLE TO BE LEVEL • ' . WITH CITY LOGO. �Gp d A s O 6 E.W. L WITH FINISH GRADE UNLESS OTHERWISE FRAME & COVER " 2'-0" SEE INSET "A" � N "B" #6's O 6" E.W. NOTED OR DIRECTED BY THE ENGINEER. a USE ADJUSTMENT RINGS AS REQUIRED PER SITEWORK . BUT NOT TO EXCEED 12". r " SPECIFICATIONS r a INSET A PIPE SIZE TABLESKEW OF CROSSDRAIN2 -0 SEE INSET A 1 p• o 90' SINGLE STRAIGHT 30' 45' "Aft A... -24 4 -0 4 -0 4!-10" INSET A RING & COVER PER w w r o SITEWORK SPECIFICATIONS wA. PA. 10" 90. 36" 4'-0" 5'-3" 6'-5" �� , 42" 5'-3" 5'-11" 7'-377 o "N" PLAN 4B` 5'-10" 6'-7` B'-o` M 0 60 7'-0" 7'-10 REINFORCEMENT SCHEDULE, BASE DOUBLE FOR "A" SECTION ONLY CORNER BAR SECTION 30" 8-2" 79' 12" 119'-0" of "A" 's O 6" E.W. a 36" 9'-4" 10'-6" 12'-6" in "B" #6's O 6" E.W. 42" 10'-6" 11'-10" 14'-2" TABLE OF 'W DIMENSIONS F CORNER BAR 48" 11'-8" 13'-2" 15'-10" PIPE t� REINFORCEMENT SCHEDULE, WALLS zo - - GENERAL NOTES.• SIZE SKEW OF CROSS DRAIN SECTION WIDTH ("W") HOR. VERT. F 1. ALL EXPOSED CORNERS TO HAVE 3/4` CHAMFER SINGLE STRAIGHT 30' 45' a a 4' 's O 9" '3 0 10" v 2. ALL REINFORCING BARS TO HAVE 2" COVER. _24" 4'-0' 4'-0" 4'-10" "A" BETWEEN 4' & 7' 's O 9" 's 0 10" N uwi 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND 30" 4'-0" 4'-7" 5'-8" o P.C. zo GREATER THAN 7' 's O 4 1 2" 's O 10 a . FLOW ONES. w w I CONCRETE F 4' 's 6` s O 10 .� 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. 36 4 -0 5'-3" 6 -5 io U "B" CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. 42" 5'-3" 5'-11" 7'-3" vWi BETWEEN 4 & 7 s 0 6 s O 10 o P•C• O 5. ALL REINFORCING BARS TO BE GRADE 60. 4B" 5'-10" 6'-7" 8 -0 �' -- -- GENERAL NOTES: TABLE OF "T" & "N" DIMENSIONS M CONCRETE v 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR 60" 7'-0" 7'-10" 9 -8 ' / SECTION WIDTH `W" Or ONO "N" "D" DIRECTED BY THE ENGINEER. DOUBLE FOR A SECTION ONLY = 1. ALL EXPOSED CORNERS TO HAVE 3 4' CHAMFER 2. ALL REINFORCING BARS TO HAVE 2" COVER. BETWEEN V & 7' 6" + PIPE THICKNESS . 8" 8" -- -- r . « « . r , • • 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES LOCATIONS AND " " 'Q PRECAST MANHOLE SPECIFICATIONS 24" 7, 0" 7 � 10" 9�-5 = r .'• _ FLOW LINES. wA" GREATER THAN T 6" +PIPE THICKNESS 8" 8" = N ' 30 8 -2 9 -2 11 -0 t o 0 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. " 6" +PIPE THICKNESS 8" 8" ASTM C478 » • « • " ' • , . w r 36 9 -4 10 -6 12 -6 i CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. B BETWEEN 4 & 7 6 _+PIPE THICKNESS 10 8" _ R CONCRETE: 4000 PSI AE (MIN.) 42" 10'-6" 11'-10" 14'-2" t o JOINT: WATERTIGHT RUBBER GASKET "W" 4'-O" MIN. "� = 5. ALL REINFORCING BARS TO BE GRADE 60. REINFORCEMENT SCHEDULE. TOP 48" 11'-8" 13'-2" 15'-10" r= o . 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR F ~ DIRECTED BY THE ENGINEER. DIMENSIONS STEEL SPECIAL PATTERN 0 x REINFORCEMENT SCHEDULE, WALLS w o Z W1 = 7' OR LESS #4's O 8" E.W. DIAGONAL O COVER "IN' 4'-O" MIN. z "� _ SECTION WIDTH wW') HOR. VERT. N I o PRECAST MANHOLE SPECIFICATIONS W2 = 7' OR LESS #4's O 8" E.W. DIAGONAL ® COVER F •N' 4' 's 090 's O 10" m w "A" BETWEEN 4' & T 's 0 9" 's O 10" " to -� ASTM C478 W1 = 7 OR LESS s O 8" E.W. DIAGONAL O COVER Ian 0I g' CONCRETE• 4000 PSI AE (MIN.) W2 = 7' OR GREATER #4'S 0 6" E.W. DIAGONAL O COVER » • , ,. s O 6 W. DIAGONAL O COVER ;� F GREATER THAN 7 s O 4 1 2 s O 10 • "' m JOINT: WATERTIGHT RUBBER GASKET W1 = 7 OR GREATER #4� »N» m w r r 4' s O6 s 010 B W2 = 7' OR GREATER s 0 6 EW. DIAGONAL O COVER BETWEEN 4& 7 s 0 6 s 0 10 " a TABLE OF "T" & "N" DIMENSIONS 1'-0Rd SECTION WIDTH ("W" `T" "N" "D" BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 8" 4- : • • O P GREATER THAN 7 6 +PIPE THICKNESS 8 \�������\���� j\ j� j� j j\ ����x x\ x � \ \ \ \ \ \ \ \ \� \ \ \/i %/\/ ' 6" +PIPE THICKNESS 8` 8"//•�//,\//,\// N/ /� �• �• / / /\ / / / : '. • .'.., • . - BETWEEN 4' & 7' 6" +PIPE THICKNESS 10" 8" "W' 4'-0" MIN. "NO 1'-0 • COMPACTED \//i\/\ \/i\ �\ i\//i\//%////% REINFORCEMENT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN SECTION '�/�"-"A" SUBGRADE r r r r SUBGRADE 1'- "N" "W" 4'-0" MIN. "N" 1'- W1 = 7' OR LESS #4's O 8" E.W. DIAGONAL O COVER ELEVATION 0 SECTION A - A ELEVATION W2 - 7 OR LESS 's O 8" E.W. DIAGONAL O COVER WI = 7 OR LESS #4's O 8" E.W. DIAGONAL O COVER o W2 = 7' OR GREATER #4'S O 6" E.W. DIAGONAL O COVER o W1 = 7' 0R GREATER #4 s ® 6 E.W. DIAGONAL O COVER i W2 = 7' OR GREATER 's O 6" E.W. DIAGONAL O COVER o�o � r 23 'z_..JUNCTION BOX QGRATE INLET 'm 0 a N.T.S. N.. . REVISIONS BY • r V � C N z x ce 2 M 4P-0 W .� Zo O r V 4)� $A O = N 0 oc Qco TOP vi .$ V vi LLJ .. � a 4� = 0 o U W_ oL P) M IN 0 co cz x ,c N Q ..�E OF T`tj � :.. ' JOE :. �•GRASSO ............................... 73285 • Q� it �"' G- r1-o9 DRAWN Bp CHECKED JD DArE 0U0ol09 SCALE SF OWN JOB ND. 00HIM SHEET DIMENSION ® DIMENSION 600 mm (24") COVER: 600 mm (24") MAX. 800 mm (32") COVER: 450 mm (1'-6") MAX. 800 mm 32") COVER: 600 mm 24") MA . TYPICAL CITY OF AUSTIN MANHOLE RING AND REUSE EXISTING COVER 800 mm (32") COVER r+, SEE DETAILS ON �® �Yp��r�7 O� SHEET 2 OF 2 j C --4 - �. JUL2009 GENERAL NOTES . ♦• - ,^ K ♦ -• ....ur A • •� O 1. PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST • ' !• - - -- �♦ • _' • AM C478 SPECIFICATIONS •• • • h w � O PRECAST FOUNDATION SLAB ♦.•- . :• CO (ITS N 2 THE CONFIGURATION DETAILS SHOWN ARE DESCRIPTIVE ♦ . � • • ' • ALTERNATE ONLY AND MAY BE VARIED TO CONFORM WITH AN ESTABLISHED • ' • ♦ - / FOOTING EXPANSIVE MANUFACTURING PROCEDURE. • • • � .co SHAPE MORTAR 3. FORMED OR CUT OUT OPENINGS SHALL BE PROVIDED BAS WHERE PIPE INLETS AND OUTLETS ARE SHOWN ON THE PLANS. MATERIAL RECAST REINFORCED BASE 150 mm L CONCRETE RINGS MATERIAL B B 4. THE TOP OF THE INLET SHALL NOT BE SET BELOW THE (6'� 200 (� 150 mm 150 mm A A14 TOP OF THE OUTLET PIPE • •+ •• • •p ORTLAND CEMENT • • b• + b • • 200 mm 8 (6") (6'7 MORTAR BEDS • a: (8") B 300 mm 300 mm 2" 5. REINFORCEMENT SHALL BE CUT AT PIPE OPENINGS SUBGRADE (SEE SPEC. 506S.3) a SUBGRADE L A E 150 mm (12") (12") 3' 6. WHERE PIPES DO NOT ENTER OR DOT RADIALLY. USE •bed ANHOLE CONE b • b b (6") 300 mm ,.. NEXT LARGER SZE MANHOLE ( • . At co 11-1 (12") i 7. CIRCUMFERENTIAL REINFORCEMENT SIZE AND PLACEMENT ° ° • ' • I.IJ 38 mm 1 1/2" 150 mm SHALL BE IN ACCORDANCE WITH THE STANDARD STANDARD SPECIFICATIONS TO A MAXIMUM DEPTH OF 20 FEET. OVER 20 NOTES: FOOTING FOOT DEPTH CIRCUMFERENTIAL REINFORCEMENT IS INCREASED . O ( ) 36 mm (1 1/2") (6.•) SHAPE BASE SEC71ON SET TO 0.24 TO A MAXIMUM DEPTH OFARE INCHES 30 S0FEET. - PER LINEAR FOOT. 1. 2 MORTAR BEDS SHALL NOT SUBGRADEE ANDASE MATERIALS BE COMPACTED ACCORDING TO WAL-MART O CLEAR A CLEAR .D. OF MANHOLE + 24' FOUNDATION SLAB AND INVERT ON ONt�G SPECIFICATIONS. 50 mm (2") S. FOR PIPE CONNECTIONS, A RUBBER GASKET IN � ' CLEAR 07 1 1 1 g i w - ACCORDANCE WITH ASTM RUBBER GASKET SPECIFICATIONS U V C443 OR C923 AND CAST INIEGRALLYIN MANHOLE MAY BE O USED AS AN ALTERNATE TO EXPANSIVE MORTAR. A A A PLAN OF FOOTING ALTERNATE FOOTING SYM. LINE O M MANHOLE RIN C 50 mm (2") 4" WEEP HOLE 1 mm (2":) W t I CLEAR EACH SIDE OF HEADWALL Mg PRECAST CONCRETE STORM DRAIN MANHOLE MANHOLE LID 15M (�5) MANHOLE LID MANHOLE RIN GROUND LEVEL• A SECTION B-B REBAR (EXCLUDING CREEKS) m • : •' • : •' • :'' EXISTING Z .. N.T.S. O ' ' ' ' ASPHALT ►,� ►,� ►,� O w 15M (#i5) _X. N. ♦♦^^w ••'••�%••' r ' V♦ TYP. ►' V CONCRETE RINGS WITH A • CONCRETE RINGS WITH w GROUT IN BETWEEN RINGS ` • • O 10M @ 300 mm 150 mm (6") FOR ADJUSTMENTS s= '� �: MATERIAL FOR ADJUSTMENTS 1 2" X 3 8 " c t : ► BASE GROUT IN BETWEEN RINGS 3 mm X 9.5 mm w cc (#4 @ 12") 50 mm 2" 6 6 ;e.,;;;.:;. :.,ss;.st;:s ) EEQUAL�A SEAL A O () ` �� ~� P.C. CONCRETE . ►• ' 0. N O.C.E.W. CLEAR B I T NON -SHRINK GROUT 19 mm ( 3/4 ") F-- BEAD BETWEEN O Q Q-' z PLACED IN THIS AREA „ CONCRETE RINGS. '^ PLAN 3" TYP. 6" ) (SEE SPEC. 506S.3 19 mm ( 3/4 ) AREA MUST BE 'V^ co WELDED WIRE FABRIC CLEANED BEFORE '� o6x6 W 2.1 X W 2.1 SEAL APPLICATION. L C)`l . . - ONCREIE POURED 1- NOTES: W tc a MANHOLE CONE AROUND MANHOLE MANHOLE CONE im T,"', 1. CHAMFER ALL EXTERNAL VISIBLE CORNERS. '• SECTION ADJUSTMENT SECTION 2. DISSIPATOR BLOCKS REQUIRED ON DISCHARGE HEADWALLS ONLY. 3. � ���% W 3. DIMENSIONS IN MILLIMETERS, METERS AND (INCHES). COMPACTED SUBGRADE wINSIDE PAVEMENT DETAIL 4. DISCHARGE VELOCITIES GREATER THAN 3 METERS/SECOND (10 fps) REQUIRE 1/2- EXPANSION OUTSIDE PAVEMENT DETAIL V, ROCK OUTLET PROTECTION. JOINT MATERIAL SECTION A -A j ° 10M@300mm MINOR MANHOLE ADJUSTMENT DETAIL (#4 @ 12") O.C.E.W. 15M (##5) TYP. 50 mm (2") CLEAR 300 mm (12-1 [ALA i 150 mm P (6") 50 mm (2") CLEAR 150 mm I, mm --I 300 mm (6") (6") (12") SECTION A -A 1 2 3 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 'A" REVISIONS BY 'L" BAR SEE PLAN FOR DIMENSIONS AND SLOPES 90• 10' CORNER BARS -SAME SIZE AND 10' MANHOLE LID mm ( 1/4 ") CLEAT SPACING AS HORIZONTAL BARS 90• CONSTItUCTION JOINT 36' (TYP.) 7 mm ( 11/16 ") PLATE mm ( 1/4 ") CLEAT 9 mm„ #4 RE1NF. BAR o SEE EDGE DETAIL 5 mom MACHINED SURFACE9 95 mm (3/4 ) R\Nc R NIXA 6 -THICK PC CONCRETE 6 mm ( 1/4 (5/8 ) 1/2 „ ( 3 4 ) 9 mm covE CORNER COLUMN(TYP. (1 1/2 "j 8 m 5 mm (2 1/2 ") im 2 „) (2 5/16 ) "L' BAR CORNER BAR B' DIA RING AND COVER c," BAR DOWEL. I So O.C. I SCORNER PER SITEWORK IMUM OF 3' CONCRETE 4er B (4 7%8 m) MANHOLE „ NS SPECIFICATIONS �) RINGMACHINED SURFrACE a mm (1 7/8 ) O 9 mm (LID SRADIUS • 3 4 " TYP. 12.5�" 5 mm (1" DIA. •L• BAR 6 mm 41 m 1 5 8 " ( / ) WALL THICICNE2 STEEL BAR) SECTION 67 mm ----I ( / ) STAR LAYOUT 'L 5/8 ) 25 (1') 16 mm .. 5 mm (1 3/8 ") DIA.) PICK BAR DETAIL BAR 10" CLEAR 4 SIDING ALL PLAN ( 5/8 ") LIFT HOLE IN GUSSET LIFT HOLE DETAIL NOTES: Q ALL CORNERS AND EDGES SHALL HAVE A 1.5 mm ( 1/16 ") MINIMUM RADIUS. ® LIDS SHALL BE CAST WITH TWO 25 mm (1") DIA. STEEL PICK BARS. C LID WEIGHTS SHALL BE 935 N (210 L.BS.) FOR CAST IRON OR 779 N (175 LBS) FOR DUCTILE IRON. WEIGHT SHALL BE <. CAST ON BOTH TOP AND BOTTOM OF LID. ® MANUFACTURER SHALL PROVIDE INDEPENDENT TESTING LABORATORY REPORT ON 25.000 POUND PROOF LOAD TEST CONDUCTED ACCORDING TO AASHTO M-306. .I1• GENERAL NOTES: Q FILLETS SHALL BE 6 mm ( 1/4 ") RADIUS UNLESS OTHERWISE SPECIFIED. 1. ALL EXPOSED CORNERS TO HAVE 3/ 2 ALL REINFORCING BARS To HAVE 2' MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES c ._ . YY' 4 0 MIN. xo 3. SEE GRADING AND DRAINAGE PLAN F OWPIPES TO NOTED DIMENSIONS. I P.C. CONCRETE v 4 SHALL CONNECT TO THE ENDS "� IH CONNECTION SHALL NOT BE MADE AT CDR F -- -- . 5. ALL REINFORCING BARS TO BE GRADE PRECAST BE USED UN •S. NAY E I DIRECTED BY THENENC D x = PRECAST MANHOLE SPECIFICATIONS - ASTM C478 7 mm •� j.0 x = CONCRETE: 40DO PSI AE (MIN.) JOINT: WATERTIGHT RUBBER GASKET (30�'� DIA. 699 mm .5 mm ( 1/2 ')- MFR. LOGO OF 1� ' (27 1/2 ") DIA. LETTERS OR GINTRY .N. (26�'4 DIA U mm mm (1 1 4T R LETTE(23 STORM597 1/2 ") DIA. 5.39 DIA SEWER 4-GUSSETS AT 90' U ;n (2 E (18"1 DIA 2.5 mm, ,2 ") 5/8 35 mm (1 3/UFT)HOItE MIN. (TYP.) • •:...• ' • ....:.....: 419 mm ") ST BORDER TYP . ..•.. :......... . :..:.. ;:.. (16 1/2 DIA. mm D IA. D ad MACHINED f�(317�5 r/� \\;\/3� 'W ' ' o0 mm � SURFACE / COMPACTED 4'-O' MIN. 1'-0 (12 1/2 ") DIA. 1 m » n SECTION A - » » A SUBGRADE ELEVATION (10' DIA 216 mm LID WEGHT N.T.S. 2'-0' 6X6 - TO X ACE W.W.M. r4ACE REBAR O 18" O.C. 3' FROM 2' FROM TOP FACE OF CONK OF CONCRETE > 3 - #3 REBAR a \ N RIPRAP WIHERE \ \ SPECIFIED ON PLANS TURN DOWN EDGE THE FULL r ' O WIDTH OF CHANNEL AT V BOTH ENDS AND ALONG EDGE DETAIL EACH SIDE. N.T.S. C M M V) 00 ce Z GENERAL NOTES: M a) x 2 1. ALL REINFORCEMENT BARS TO BE GRADE 60 YIELD STRENGTH. � V " 2. CONTROL JOINTS 70 BE 15' O.C. TRANSVERSE TO CHANNEL O O CENTERLINE AXIS. FILL JOINTS WITH SEALANT. • O 0 V � N o O •� E17 CONCRETE DStool RAINAGE CHANNEL Q N.T.S. ~ .g Lu (8 1/2 ) DIA. LETTERS ILOf 4 }_ 9 mm (3/4 " �I-J C S 7�' DIA DATE LETTERS ) : O a ( ) 8 mm (1 1/2 (� _ s (TYP.) -MFG. LOGO �o PROPOSED GRADE 30' mm 1 1/2 } AUSTIN -DATE ` V m o- 45' LEVERS - 1>OCAS -ORIGIN Y OF F9 AREA INLET o� u- c t� M LID PLAN VIEW N.T.S. 2' (24") MIN. PR fco \ MANHOLE RING GEO-TEXTILE FABRIC PROPOSED GRADE t tA CONCRETE NOTE TOP OF MANHOLE TO BE LEVEL %o SITTEWORK SPECIFICATION SECTION 02751) NWITH FINISH OTED OR DIRGRRADDEDUBY�E ENGINEER. EISE FUULL MANHOLE HEIGHT TO OUTSIDE PROFILE I"- G USE ADJUSTMENT RINGS AS REQUIRED C BUT NOT TO EXCEED 12". e N SEE INSET 'A" 'P' - PAVEMENT THICKNESS RING & COVER PER I SI1T'YMORK SPECIFICATIONS 2 LAYERS OF 'F' - FRAME HEIGHT Q TAR PAPER a MACHINED SURFACE n • e ` PICK BAR © (LID SEAT) - = 813 mm 32" 19 ( 3 4 " H 559 mm (22") 248 mm 9 3/4 97 In 3/4 3/4 ") ( 3/44 m) 23m 756 mm (29 3/4 "; 762 mm 30r 806 mm 31 3/4 " . .. mm 7. 1. o LETTERS TYP. r-AT 705 mm 4 AX • Lsya(27 3/4 ") DIA. 819 mm 32 1 4 " PLAN BEGIN SPOKE 1/12 IS ACCEPTABLE) 4 3 v0 TAPER (DIAMETER) 762 mm 30" MIN. INSET "A" MACHINED FOUNDATION SLAB AND BASE SECTION MAY BE POURED SITEWORK SPECIFICATIONS NG & COVER PER NOTES: SURFACE o�j MONOLITHIC OR SEPARATELY WITH A KEYWAY. 1. STONE SIZE: 12 -18" OPEN GRADED ROCK " 0 _j t- INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE (5 )mm o . ` j3 2. THICKNESS: 2' (24") MINIMUM �s"4 tN% % 0 0 HE] T m 04'L' BARS i.` p�E ..F TF-i'>1ki U IT � � r � KEYWAY 18' LEGS � Gj�• • •"�� MF s LD 9 mm a ue' r ic...:.......................:. 3 (3/4 ��) 857 mm 33 3 4 " g Wm f. JOE GRASSO •� • CLEAR ROCK RIP RAP .... ................. , (RELIEVE SPOKE ENDS 3 mm ( 1/8 ") BEYOND 1.022 mm 40 1 4 LID FOR SEAT MACHINING PURPOSES) LID SECTION VIEW LID SECTION VIEW RING SECTION 04 AT 10" CENTERS EACH DIRECTION OR EQUIVALENT WELDED WIRE FABRIC S - 0 FOR DEPTHS LESS THAN OR EQUAL TO IV S - go FOR DEPTHS GREATER THAN 6'. __ T - 6 FOR DEPTHS LESS THAN OR EQUAL TO 6 = T - 9 FOR DEPTHS GREATER THAN 6, PLAN OF MANHOLE TOP 2' SECTION "B"-"B" 1 ' - : ,A 73285 • ��� �,Q�• T '� G p��.VAL t E _-;r 1��`""�� G • l - O 6' IN.rE PIP ZE N.T.S. RECONSTRUCTION AND REPAVING PROJECTS NEW PROJECTS LAM J 04 'L' BARS STORMDRAIN 32" RING AND COVERO.D. OF MANHOLE + 24' AT 10' CENTERS PRECAST BASE SECTION SET ON CONCRETE BLACKS FOUNDATION SLAB AND INVERT POURED MONOLITHIC N.T.S. B IB SECTION "A" -"A" REINFORCEMENT SCHEDULE. BASE 4' OR SECTION A' 'e O 6" E.W. 'B TABLE OF 'Wr DIMENSIONS PIPE SIZE SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' _24' 4'-0' V-0' 4'-10' 30• V-0" V-7' 5'-8' CHAMFER 36' 4'-0' 5'-3' 6'-5' COVER• 42 V-3 5'-11" 7'-3" PIPE SIZES. LOCATIONS. AND 48' 5'-10' 8'- 8'-0" OR SIDES OF THE INLET. 80 -0 -10 9 -8 NERS OF BOX. DOUBLE FOR A SECTION ONLY 60. 24" 7'-W 7'-10' 9'-5" LESS OTHERWISE NOTED OR 30" 8'-2' 9'-2" 11'-0' 36' W-4' 10'-6' 12'-6' 42" IV-6' 11'-10" 14'-2" 48" 11'-8" 13'-2' 15'-10" REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH "YIP HOR. VERT. • 'aO ' 'aO 0' BETWEEN 4' do 7' 'a 09, 's O 10" 'A' GREATER THAN 's 0 4 1/2* s 0 10 NOW 4' s 0 6 8 110 BETWEEN 4 do s 0 6-go-0-1-ow- TABLE OF "T' & 'N" DIMENSIONS SECTION WIDTH 'W 'T" 'N" 'D' BETWEEN 4' do 7' 6' + PIPE THICKNESS 8' 8• wA• GREATER THAN 8' + PIPE THICKNESS e" "B. 6' + PIPE THICKNESS e' BETWEEN V & 7' 6' + PIPE THICKNESS 10• 8' REINFORCEMENT SCHEDULE. 70P DIMENSIONS STEEL SPECIAL PATTERN W1 = 7' OR LESS #4's O 6" E.W. DIAGONAL O COVER W2 - 7' OR LESS 'a O 8" E.W. DIAGONAL O COVER W1 - OR LESS #4'a O 6" E.W. DIAGONAL O COVER W2 - 7 OR GREATER 'S O 6' E.W. DIAGONAL O COVER WI - OR GREATER #4a O F- DIAGONAL O COVER W2 - 7' OR GREATER 'a O 6" E.W. DIAGONAL O COVER BASE SECTION DIMENSIONS SIZE OF PIPE MIN. DIA. 24' OR SMALLER w 30' - 36" 60' 42" - W 72' e e. e n . to , 6" N.T.S. 6" VARIES (SEE GRADING PLAN 2'-0" MIN CURB B SEE GRADING PLAN MAIN 1/2" EXPANSION FOR LENGTH JOINT MATERIAL SECTION B-B CHEQXED a < 4 W DATE A �= 0111/9/9 d t . . . 44 A • d A Q17�/RI� m U LmL4%0•p AS O .- a .• e e wo IRNO O. 'I B o PLAN 001-02 o 7A0 LS BFEfT In CONCRETE HEADWALL WITH ENERGY DISSIPATORSQ9 CONCRETE FLUME - D 457 mm 533 mm 610 mm 685 mm 765 mm 838 mm 914 mm 1.067 m 1.219 m 1.372 m 1.524 m (18") (21") (24") (27") (30") (33") (36") (42") (48") (54'1 (60') A 225 mm 250 mm 300 mm 350 mm 375 mm 400 mm 450 mm 525 mm 600 mm 675 mm 750 mm (9„) (10") (12") (14") (15") (16") (18") (21") (24") (27") (30") B 150 mm 175 mm 200 mm 225 mm 250 mm 275 mm 300 mm 350 mm 400 mm 450 mm 500 mm (6") (T) (811) (911) (1011) (11") (12") (14") (16") (18') (20") C 229m 2.67m 3.05m 343m 3.81m 4.19m 4.57m 5.33m 6.10m 6.86m 7.62m (90") (105") (120") (135") (150") (165") (180") (210") (240") (270") (300") L 137m 1.60m 1.83m 2.06m 2.29m 2.51m 2.74m 3.20m 3.66m 4.11m 4.57m (54'7 (63") (72") (81") (90") (99") (108") (126') (144") (162") (180") E 300 mm 350 mm 400 mm 450 mm 500 mm 550 mm 600 mm 700 mm 800m 900 mm 000 mm (12") (14") (16") (18") (20") (22„) (24") (28„) (32„) (36„) (40„) K N.T.S. I I N TA I u n All C11 D6 E11 F11 G11 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SEMONA -A 5" MIN. 24" UIN.- L VARIES STANDARD TEE 4� •� vARIES: A vARCS'; 90• BEND VAIMS SEE BASE • r.•: - -, ..• •• NOTE FouNDATi TEE A 90• BEND -- 6" MIN. 04 BARS. 8" O.C.E.W. -- DEPTHS-J `-WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REQUIRE. OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL INTHE (2 REO'D) BASE,,STANDARD DROP OLE NOTE' CAP CLEAN -OUT AT BLIND FLANGE ON NOTES: 1. A MAX. OF 4 AND A MW. OF 2 THROAT RINGS 4. MANHOLE LOCATION ANO COMPACTION AS FOLLOWS: SHALL BE USED AT EACH MANHOLE IN NEW LOCATION COMPACTION REQUIREMENT_ OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL PAVEMENT - - - - - - - -98 X STANDARD PROCTOR - ASTM 0 698 BETWEEN RING/COVER. ADJUSTMENT RINGS LANDSCAPE AREA- - - - g0 X STANDARD PROCTOR - ASTM 0 698 AND CHMNEY OR CORBEL/CONE SECTION MANHOLE DIA. MAIN SIZE 4 FT 08in. 5 FT 21SkL C30in. 6 FT 236in. 5. NO RINGS ARE REOURED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6.IN FLOOOPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW. THE CONE SHALL EXTEND i FOOT ABOVE SEE NOTE 7., 0 - 12 - - - - - - - - - - - 8" THE BASE FLOOD ELEVATION OR A BOLT DOWN 12 AND OVER _ _ _ _ _ _ _ _ _ .12" WATER -TIGHT RING AND COVER SHALL BE USED. VENTED WHERE REOUIIRED. _®_ 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER SIGN �� SEWER CROSSES OPEN FIELDS. ,,� MANHOLE SIGN (SEE DETAIL S3-05) 6''0" STD. DUCTILE IRON MANHOLE COVE 31 MIN. AND FRAME (30" DIA, OPENING) ' OR EQUAL 12 MAX. 12" MAX. SEE NOTE 1 SEE NOTE L �,�• 9 ' D • A 2'-D" 2'-6" PRECAST REINFORCED . ' 2'-6- CLASS "N'CONC. CONC. MANHOLE SECT, b VARIES 3000 PSI IN 28 -DAYS ASTM DES. C-478 VARIES BACK FN.L AROUND MH SHALL B' GREEN. HEAVY DUTY, VARIES (SEE TABLE) ;.;`,;.s:::z: WING CHANNEL POST BE AS PER NOTE 4. VARIES ` PLUG :. .W . V. N. (SEE TABLE) RUBBER -GASKET JOINTS 9' W/ MORTAR SEALANT INSIDE AT ALL JOINTS *INVERT IS 3/4 DIAMETER OF PIPE PLUG 6" MIN. ID • 9`°11II��-- UP TO 24". 24" ALARGER I,z+rt 2'-0' SHALL BE FURL DEPTH INVERTS. ,0., BASE WATERSTOP•■4 BARS.8" O.C.E.W. ■4 BARS BENT 0 900 AND MANHOLE ADAPTERER SEAL. . OR APPROVED EQUAL. WATERSTOP-PIPECONX TIED TO WALL AND BASE. (2 REO'D) NOTE:DEPTHS GREATER THAN 12' MANHOLE ADAPTER SEAL. WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. 14 BARS, 8" O.C.E.W. REINFORCING STEEL IN THE (2 REO.0) NOTE: DEPTHS GREATER THAN 12' BASE, WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASTINP1ACE3fA1VH0LE PRE-CAST31ANHOLE STANDARD MANHOLE RESTRAINED JOINT FOR FORCE MANS. S 1-0 1 S 1-02 PVC TEE NOTES: PVC PLUG WITH HALF MOON 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN -PLACE MIN CUT OUT OF IT - TO FORM A PIPE 0 O. REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. SEE DETAIL (STD) FOR �' AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM HALF THE PIPE OU1 AND NEW INVERT FOR NEW BY A CITY INSPECTOR. THE CONTRACTOR SHALL BEGIN REMOVING CONSTRUCTION OF MH PERIPHERAL. LINE. NEW INVERT SHALL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. STARTER" HOLES INTO EX TOOTH TRANSITION RAM I R WORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE 1.) ,. PVC PIPE ONE SIZE EXISTING INVERT AS REQUIRED. 2• THE NUMBER OF RE13AR DOWELS SHALL VARY WITH SIZE OF SEE PLAN OR PROFILE FOR PIPE SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. SIZE. TYPE AND INV ELEV .; PIPE *LET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH i-3/4" sTAONLESs 1 OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. GROUT STEEL BANDS GROUT (TYP) A 4. CONCRETE SHALL BE 3,000 P.S.I. 5/8" STAINLESS STEEL 45• ELBOW SYNKO-FLEX PREFORMED BOLTS W/ EXPANSION ;ti:' tTURN W/FLOWp TE T. 0 PLASTIC ADHESIVE OR ANCHORS & GROUT IN PLACE) ■3 REBAR (t4" LONG) WATERSTOP OR APPROVED 1•-0" (TYP) EMBEDDED AWD EQUAL. (SEE NOTE 3.) 2„ R �j NON -BRINK " H 1 N.T.S. J K L IN N L a LO _ _ S 0 N r P EPDXYED INTO MANHOLE WAT£RSTOP - PIPECONX (TYPa G OU ' WALL 3% (SEE NOTE 2.) MANHOLE ADAPTER NEW INVERT LTION EQUAL TO',' = PPE 0 SEAL. OR APPROVED PIPE O. �- URGEST PPE IN 1k :+'; r; SEE PLAN OR PROFILE FOR PIPE B PLUS 1�' EQUAL.. (2 REO'D) PLUS '.: '►.0 SIZE. TYPE AND INV ELEV WATERSTOP-PIPECONX rt =•`�- 1 ..... %'�: m CONNAIL SECTION VIEW ECTION DETMANHOLE ADAPTER SEAL. .�= _?:� 7 H CONNECTION T B.l OR APPROVED EQUAL. '--CHANNEL FORMED W CONIC. BASE MANHOLE CONNEC ON DETAIL TIE-IN � (2 REQ•D) INSIDE DROP OLE B STANDARD MANHOLE CONNECTION DETAIL SECTION VIEW B- S 1-03 SANITARY SEWER DETAILS Q 0 9 � 0 CTTY o>: BRYAN TbeCoedldaTaarSpk.• DRAWN eT,C4AL DATE. 01.01.08 SCALE&N T S APPROVED$ Wpx FIGURE: SHEET IOF 4 4, NOTE: 4" PVC EXTENSION NEAREST BELL MMAA2' X 6.8" TYP MX 2' " TYP '8" TYP. W/PVC CAP JOINT (TYP. r UAu t, WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7'• BELOW PROPOSED BACK OF CURB, (SEE NOTE 3) 2.0• EA. ENO) MEN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. �• 2. MARK EACH SERVICE END WITH METAL -T" POST PAINTED CREEK. PVC WYE WITH W 3.ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH CASKETS. PVC CAP a 4. ALL SERVICE CONNECTIONS 6 EXTENSIONS ARE 80 26TA1LLED WITH THE MAW LINE CONSTRUCTION. (SEE NOTE 3) o"' S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. E z b. COTNS712UNC7 ONSHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF a- t r wv TIER o C 3 CARRIER PPE STEEL CASING �+ z I, CASING SPACER Ya 1-PC• PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN V MAX CLR. PLAN CLAMPS -APs'• OR 35 Nut (TYPICAL) SEE NOTE 5 BAND CLAMP TEEL CASING CONC.CURB CUTTER NOTE: CASING SPACERS SIDEWALK SIDEWALK CAS ORMN. t HRU 2f4* 1A AT SPRINCLINE S" WOE SAND STAINLESS p (24"-42" DIA. CASING) STAINRESS STEEL (TYPE 304) STL. TYPE304; 8" WOE BAND PROVIDE 4 NEOPRENE INSULATION SLEEVE r/ W/ POLYMER RUNNERS: CENTERED RUNNERS AT , ( 3.5• MAX. BOTTOM 4e BETWEEN PIPE AND BAND OR NON -CENTERED: CLEAR BELL. � RESTRAINED FROM FLOTATK)NT POLYMER RUNNER (TYP) I (SEE NOTE L) 3.5'MAX.OR AS DESIGNED (�T�� e j (SEE NOTE i.) INSULATED; 5. *IG .MOD SS18' C11U11 r G DETAIL IN 4' BI>RY) S3-01 PVC tSEE NOTE 3) � 2'-0" MN. .MACHINE BORING 2'-0" MCA. Q A' DESIRABLE OPEN CUT tTUNNELING) OPEN CUT ~� 2' PVC 2.0 LIMIT LIMIT tSEE NOTE 3l WIDTH OF PAVEMENT STD.4541PVC BEND T£E WYE SERVICE FITTING / (SEWER WYE AND VCBEND)- L/ ASTM 03034 SOR26 PIPE GTE STO. PVC COUPLING W/GASKETS PLO% MIN. SEWER LINE 3'-0" MIDI. SIDEWALK MAY BE OPEN CUT OR BORED S DIRECTED BY PI?OFjg,E ATHE ENGINEER cop:) STEEL CASING AS REOUARED CARRIER SEWER SERVICE LINE CROSSING ,. NOTE: FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 53-00 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. �✓' "� NOTES: 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN G� APPROVED BY THE CITY TENGINNEEER.. �r7��� �"� tm `.FURNISH AS SHOWN ON PLANS TYPICAL lJ.0 )kN Cl i 1 AND/OR AT EACH MANHOLE WHERE SLACMX SEWER LINE CROSSES OPEN FIELDS TEXT -N--, WARNIN GI 2-SIG4 2TO 0 G E CON O ELT BAKED ON STREET CROSSING • S3-02 0 FROM10" UNDERGROUND SEWER ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST MACHINE BORING CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER (TUNNELING) LOCATIONS AS SHOWN ON PLANS. SHOULDER SHOULDER fir° BACLKCRO FURNISH SAME NUMBER OF VARIES VARIES ` • 14 REPLACEMENT SIGNS AS FOR EACH r(L Creeks INSTALLED (OMITTING MANHOLE y_0•• WIDTH OF PAVEMENT 5'-b" t V MANHO E MJM13ER ON MANHOLE SIGN) MIN' 6" NON- No. (NOT A SEPARATE PAY ITEM) 7" SANDY 2" BL RUCK PRESSURE 7 �. MATERIAL- - SENSITIVE NUMBERS •3 BARS o 11 1 TO BE ADDED AFTER 3'-0" BELOW DITCH FLOW LINE. t WHITE 10" BASIC SIGN HAS BEEN 6„ 6" PE ro BACKGROUND. PAINTED. ■ ' NOTE: STEEL CASING CARRIER PI 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING (' ��j SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER WAG AND SEWER LINE CONSTRUCTION. PROP. SANITARY 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICALSPECIFICATIONS. DRAWN eT=G1.M. SEWER LINE W/ 3. DRY BORING IS REQUIRED. DATE • CASING MANHOLE IDENTIFICATION SIGN APPROVED-7WPx TYPICAL CONCRETE TYPICAL RURAL STREET CROSSING FIGURE: CAPPING DETAIL I S3-04 53-05 53-03 SHEET 3 OF 4 )1 SANITARY SEWER DETAILS N.T.S. 12 I 13 ( 14 I 15 1 16 I 17 I 18 I 19 I 20 21 I 22 4" PVC EXTENSION GF',NIF',ILAL NOTES: NOTE: W/PVC CAP (SEE NOTE 3) 2.0, METER BOX OR STANDARD t WHERE DOUBLE WYE SERVICE } CLEAN -OUT BOOS ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE SEEN BARED ELEVATION IS LESS THAN 2'-7" PVC WYE WITH ,[� BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED BELOW PROPOSED BACK OF ;y - AND WATERED UNTIL GROWTH IS ESTABLISOHEO. W DEVELOPED AREAS WHERE CURB, MIN. SLAB ELEV. MUST (SEE NO E 3I CL w BE SET TO ALLOW SANITARY 1 �Z GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEWER SERVICE. a 3 SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 2. MARK EACH SERVICE ENO WITH APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE METAL "T" POST PAINTED GREEN. ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL to 1 STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED > 3. ALL MATERIAL SHALL BE ASTM o AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 03034 SOR26 W/ GASKETS ;r & 4. A CLEAN OUT IS REOUIRED 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AND WILL BE INSTALLED BY DIP OR PVC EVERY RAIN. THE PLUMBER AT THE ROW FOR ATRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. FOR EACH SERVICE. (TYPICAL) SEE NOTE 4 F1 PLAN STRUCTURAL SACKFILL AREA INCLUDES ALL PAVED AREAS tSIOEWALKS. STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL R-O-WOR EDGE OF EASEMENT 2" CUSHION REOUREd EXTEND 5'SEYOND THE CURB LINE. STRUCTURAL CEMENT STABILIZED FOR ROCK. CONCRETE BACKFILL SHALL BE CEMENT STABILIZED (OPTION F�'� I SAND AS SHOW NO.2 IN 52-02) OR EXCAVATED SOIL COMPACTED B/C 'b t f 5' VARIES NOT LESS THAN 3" TO 98X MAXIMUM DRY DENSITY AS PER ASTM D698 , r r r r r r �vr r.; WITHIN OPTIMUM TO •4x WET OF OPTIMUM 3,5' MAX.(OPTION N0.1 AN S2.02) ���tvo (SEE NOTE 1.) ; •Y ,::•: Q� I _ PVC (SEE NOTE 3)�, A 4 I �::. V y PAVEMENT AREAS tMW.1Y. SLOPE) a : '• q� t� O STD.45• SEND STACK 4eBEND B/C VARIES IN HEIGHT .� ; i L •�- �- •-; •gtSEWAULK= E�--� W OLSTANDARD CL��ANcon STD.45• BEND OUT FOR MAIN LINE �- O SEE NOTE 4 K. STRUCTURAL BACFILL AREA `a 52-01 O TEE WYE SERVICE S2-03 FITTING (SEWER WYE AND VS' BEND) DFFP �'OECTjONPj�(�}FlL,E AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL- EXCAVATED FROM THE DITCH. (WHICH IS FREE OF FUTURE STREET AREA ROCKS. LUMPS. CLODS. OR DEBRIS LARGER THAN TWO t2) 2; INCHES IN THE LARGEST DIMENSION). COMPACTED TO A •' • :' .. MINIMUM OF 907 OF MAXIMUM DENSITY AS DETERMINED BY -a.., SELECT MATERIAL R-O-W OR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN • .•, . OPTIMUM TO •4Y- OF OPTIMUM UNDER NON-STRUCTURAL " ;`. ® SELECT MATERIAL, ' • ' AREAS tie...YARDS. PASTURES. EASEMENTS) AND TO A 6"-12" CO CEMENT STABILIZED SAND MINIMUM OF 98x OF MAXIMUM DENSITY AS DETERMINED ® (MANUALLY B (MANUALLY VARIES BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE _ O z r rr urr r! r f �rrr r r r OPTIMUM TO -4X OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE : c."., AT OPTIMUM F R a PAVEMENT AREAS. MOISTURE) 4•• MOISTURE) A �, ; t . '.' ' 4" ;, r `g . `' 3.5' MAX. GRANULAR MATERIAL , •' tSEE NOTE `,) ® MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ` f UNDISTURBED SOIL. OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS. OR ORGANIC -.I PIPE k- plpE UNDISTURBED SOIL MATERIAL AND WHICH. WHEN TESTED BY STANDARD PVC (SEE NOTE 3) 0'D' LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: PLACE METAL DETECTOR (MAN.V SLOPES 6•' MW,/12•• MAX. • MAXIMUM LIQUID LIMIT 45 TAPE AT A MANAtUM OF 24" 6" MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PPE MAXIMUM PERCENT PASSING No.200 SIEVE 35 2.Q THE MATERIAL SHALL BBENFREE 4FLOW! AND WHEN WET. SHALL OPTIONNO. 1 OPTTONNO. 2 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE NOTE 4 TEE WYE SERVICE CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD C0M\T 0NPROFTLE NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS CTTT OF BRYAN �T A �'(� � �[ J� FOR OPEN CUT STREETS. DaCc az 7a :w& 5111 V ITL 1 Lt J SE V V L' R 2. All BEDDING & INSTALLATION OF PVC PPE SHALL BE W ACCORDANCE TO ANSVAWWA STANDARDS FOR PVC PIKE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE W ACCORDANCE TO ANSVAWWA C150/A21.50. DRAWN 1-01-0S'rsc•M BEDDING AND TRENCH DATES 01.°'•S • SERVICE CONNECTION 4- COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. SCALE: N T S FOR DI PIPE & PVC PIPE 5•ALL EACH WORKING DAY. FIGURE,. BE SACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF �PRFIGURE• 6. SEE "OPEN CUT DETAILS" ST4-O0. ST4.O1. & S14-02. 52-00 S2-02 SHEET 2 OF 4 12. N.T.S. SANITARY SEWER DETAILS NOTES - III, EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3.• CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF W OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. 6. ALL HARDWARE TO BE STAINLESS STEEL. Q #4 BAR HOOPS. PIER OUI AS SHOWN o ON PLANS 3" CLEARANCE MININMUM >ECTIONA A PIER DIAMETER VERTICAL. STEEL 95 BARS I&, I 8 24" 12 26" 14 30" 76 42" 24 PLAN 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED 6 PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REO'D. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE 1" x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO ' TO PREVENT BONDING VERTICAL REINFORCING STEEL Af *A erL0 0 .. ui W VERTICAL STEEL AS PER TABLE v a 04 BAR HOOPS. 12- O.C. . B ir_ t0 r r7 o ANC. AGAINST UNDISTURBED EARTH TO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER. D . '.i . ••f '. .. .. POUR •. •.• • . •. r SANITARY SEWER DETAILS r' [25mm] DIA IL Lip 2" E51mm] LETTERING HANDLING HOLE 3.14' DtA LETTERING STYLE: 1- [25mm] DIA [845mm1 BOOKMAN OLD STYLE ANOLING HOLE 2" [51mm] LETTERING 2-3/%- e� LETTERING STYLE: [818mm7 1- 9n6" T q BOOKMAN OLD STYLE V4- [6mm] DIA 4Dmm3 NEOPRENE GASKET 4.1/2" 2) PICKBAR $ (2) PICKBAR 7 S' [tumm] 0 �• 2" � � 2" 30 �, (ID [StMMI .E'° [51MM]595rtm] [762mm] �g/��� > CITY OF BRYA 3 [I 62r6nmD� LBmm] 4aa-3/4" OtA -�► [1035mm] 2" [5tmm] LETTERING .�� ", ,2A' t5irnm] LETTERING F�,SEC�.'�ON LETTERING STYLE: PLANV w LETTERING STYLE. BOOKMAN OLD STYLE BOOKMAN DLO STYLE J MACHINED SURFACE 32.. DIA mm �[813 mm] 06mm] 1-V2" f- 38 mm] 62mm] 7/8" V•"sa 2.7/8" [22mm] n [73 mm] R 1.3/4" 1" DS. X 4" LG �" [R44mm] H.R.S. R00 COVER SECTION PICKBAR DE`TAlL BOYTOM VIEW STANDARD MANHOLE awn OFCOVER RING' AND COVER w • w DUCrILEIRON V-1432-3 S4-01 W 0-3/4" 13/16" 3-13/16" 38" DIA' O [781mm]DUL 3/4" [20mm7 rVun 965mm v4,. )" I IN OF GROOVE [20mm] 7 -� 2[819mm] INEOP��tNE GASKET 25 " 180" t� [6mm 5mm3 �V2" [73r m] E13mm] 7/8' BOLTHOLESECTTON [22' 3/4" r• t25mm) aA _� t•u2•• E-+ MAGI �i G�OOVE CR44mm] X 5 TEE [14pmrn] 33 [ r;mq A [ T DOVE FOR LG STEEL ROD t6/1mm7 DETAIL 30" DIA t-t/2 • EM"AR DETAIL 7 V4" [6mm] DIA. �762mmEg/z7 1 38mm1 BEAM�,S+EMOAr PNEOPRENE CASKET o . i6 r MACHINED SURFACE 2" TIERING LETTERING [73mm7 COVER SECITON LETTERING STYLE: Bookman Old Style 2" [51mm] LETTERING RECESSED FLUSHED (4) 5/8"-11 NC X( 2" LC 14)�5/�8"•�11gpNC$X 2y" LG 6 NARRROWZ IN PLT. (k E &NARROW ZWC PLT. & o 0 RUBBER WASHERS �� RUBBER WASHERS DTI-7L"" ° E51rrnn] °x [52tmm] t14 2mm ® [102t4.mn y ® V- v'z-0 .® CITY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE s' t1) 7/8" (22mm) DIA HANDLING HOLE CTrY OF BRYAN PICKSAR 2" E51mm3 LETTERING TrKe,.er r�sb, - 2" [51mm] LETTERING t2) PLACES RECESSED FLUSHLETTERING STYLE: T^1+/1 TrT1+��rr BOOkmon Old Style PI�lN T7HW BOTTOM l OM MEW DRAWN eT:C i y DATE: 01.01.08 SCALE' IN T S WATER TIGHT MANHOLE RING AND COVER APPROVED:W.PA FIGURE: DMILEMON V-24323 S4-02 � /l UTILITY DETl�11L� s Z 'V �C o F s JOE GRASSO 0�9 1 .�,...73285••�.; 00 =:) 05I J 0 C/3 M03 co Q LLi J � V �O m aVc O W � ?Q O� QW W � r aoao 3 U 3 cmBp AS SHOWN P 1 i 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 18 19 20 21 22 1 0 0 ra F D FA F \` " Hl, N.T.S. 12 L ll'L 2 9 v ri s 0 i " N g - 0 P0 NOTE: GENERAL. NOTES: . � NSA 1 �.A 24" X 24'• x 6" i. OHAI4-YEWEHXEN TOP OF C BE USED VALVE SHALL BE PLAC 0 8Y HAt�, ORCONPACT D A OUND�HE CASiO4RON PIPE STANDARD FIRE HYDRAN �• l 28-DAY CONCRETE FINISHED DEEPER THAN 5 FEET FROM TO A DEPTH OF 12- OVER THE TOP OF THE PIPE BEFORE BACKFiLL IS BEGUN GATE VALVE STRENGTH = 2000 psi BY ANY MECHANICAL EQUIPMENT. W/VALVE BOX D'. WTIH 94 BAR AROUND 2. ALL VALVE OPERATING NUT �2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH • 2000psi. WATER LINE + _•� _ ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIRED o OF STEEL SIZEDEO AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAIN7*WITH TWO (�) w COATS N METAL PAINT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. AS DIRECTED BY gg� _ SHE ENGINEER. 7E& VALVE ASS RE�01£ARES D 3. XTENStONS SN t E A MINIMUM 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS AS t > VIFWA -A ONE q) F00 LNG: REACHED 7 DAY STRENGTH. REQUIRED t a 5. ALL PIPE WILL BE LAiD SO AS THE ENTIRE SARRELL WILL HAVE FULL I BEARING ON THE FINE GRADED TRENCH BOTTOM, BELL HOLES SHALL I BE CUT FOR EACH BELL AND FIRE HYDRANT. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 900 BEN VALVE 80X PER SPECS WITH BOX 7' THE ONTS F�CURB TO L BE THE FACE OF THE STEAMERD NO CLOSER THAN 3 FEET ON THE FIRED FROM HYDRANT, STANDARD FIX HYDRANT ^ W%VALVE BDVX 3 EXTENSION AS NEEDED VALVE Box PER SPECS. STANDARD FiRE HYDRAN j EXTENSION OIT14 NUT + 3 q :. 6.. q FINISHED GRADECENTERNG COLLAR, A� �A ABr+ TERMINATE W TO S• (-Y MOVE FINISHED GRADE o FROM TOP OF BOX. 1 DRILL 3/&* DIA 2- SQUARE AWWA Nut ::•' Lam'` v HOLE F R R� EXTENSION WITH - -� I BURY LINE CENTERING COLLAR. VArrEs FIRE HYDRANT LOCATION ARE NO SHARP EDGES TERMINATE 4•TO 5' ' LEAVE 8"-10" TAIL FROM TOP OF BOX. f �3 PIECE INSIDE VALVE ~ ►-_� Box , REALIGN AS NEEDED AWWA C900 STD. GATE VALVE }---� _ W/STAKESS :o a- STD. 6- 0.1. OR C909 PIPE E� iMJ ANCHOR PRESSURE PEE STEEL BOLTS ~ WITH SSVALVE T5 6"COUPLING 14 go. INSULATED CONCRETE PEA GRAVEL • FILL COPPER TRACER PVC OR DJ. PIPE BLOCKING Z To I FT. ABOVE ' 24" x 24•• X 6" WEEP HOLE � 28•DAY CONCRETE WIRE ... .,, ' STRENGTH m 2000 psi '''7s THIRuSi BLOCK 01ot� WTtHH •4 BAR AROUND ALL VALVE BOX. ``• BLOCK AS DIRECTED. TEE OR TAPPING MIN. DIMENSION APPROX. SLEEVE & VALVE MECHANICAL JOINTS 1 BLOCK USING CONCRETE s4- EOUAL TO ONE SAG 'OF AS REOUJREo PRECAST CONCRETE t=� BLOCK SACKRETE RETAINER GLANDS VITiWA-A OR MEGA LUGS 6- X 12- GRAOEt.OK VA". SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRACE) GATE VALVE & BOX' OPTION "+-a STANDARD FIRE HYDRANT ASSEMBLY W1-00 W1-02 2- SQUARE x 2" HIGH NOTE: r z OPERATING NUT GROUND LEVEL, 1) ACCEPTABLE FIRE HYDRANTS ARE MULLER SUPER CENTURION 260 7M OR AMERICAN 8-84-8 OR APPROVED EQUAL FLOW CONTROL. 5 Jr . METAL DETECTOR TAPE * _ 2) THE FIRE HYDRANT JOINT BETWEEN BARRELS SHALL 2 BE INSTALLED AT A HEIGHT OF 2' ABOVE GRADE 1 O VALVE OPERATING NUT EXTENSION 4$ 5- DIA x 1I8" MIN THICKNESS STEEL WL TRACING WOE PLATE W/ 900CUT-OUT 14gc SOLID COPPER 1" DIA STEEL ROD SQUARE SOCKET TYPICAL UTILITY PPE 21, DIA INSIDE'BRYAN 21/4" DEPTH TWO 3/8" SET SCREWS ON 7bcC OF T"W 7beCacdldq TmrSpfe EITHER SIDE 70 LOCK THE TRACER WIRE Must BE INSTALLED DEAD E (1/8" MIN WALL OPERATING NUT DIRECTLY ABOVE THE PPE AND THICKNESS) SMALL, BE TAPEO TO THE PPE AT 1D'INTERVALS. TRACER WOE SHALL EXTEND �=C1J1 6 FEET BEYOND END OF iE: O1.61.08 PPE. COLEO AND SECU RIEO SCAN m N T S FOR FUTURE CONNECTIONS VEot WP,X. GATE VALVE EXTENSION ►GUI : W 1-01 UTILITY PIPE LOCATION MATERIALS W1-o3 w t SHEET 1 OF 5 WATER LINE DETAILS SPECIAL CONDITIONS NOTES: PIPELINE L. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 1. FURNISH AS SHOWNAN ON PLANS WARNING SIGN MAW LiNE 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY 'BLACK AND ON ALL VALVE SIGN POSTS. PIPING APPARATUS OR METER WITHIN THE VAULT. TEXT WARNING 2-FROM 2Q BE STEEL UCTED ON o ' 3. REINFORCED CONCRETE VAULT BASE tFLOOR) SHALL BE CONSTRUCTED USING A ENAMEL FINISH. FURNISH ONE STANDARD FiVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF •3 10- PPELNE • °• REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. WARNING AND DIVE VALVE SIGN y b.9• ' _ • ..v 4.SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON CONTACT THE CITY AND ONE POST FOR EACH VALVE BEFORE EXCAVATING INSTALLED AND AT OTTER ' MECHANICAL JOINT PIPE, LOCATIONS AS SHOWN ON PLANS. YELLOW FURNISH SAME NUMBER OF 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. BACKGROUND L14' REPLACEMENT SIGNS AS FOR EACH OR CROSS 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. INSTALLED (OMITTING VALVE �/'A,`/ NUMBER ON VALVE SIGN BLANK) APPROVED 3" OR LARGER COMPOUND (NOT A SEPARATE PAY ITEM) 7- N0. 3• x 3• x s'• i,IETERS, ,•VAULTS & MATERIALS � ^ ( 2" BLACK PRESSURE CONCRETE SLAB I v SENSITIVE NUMBERS , • , .. APPROVED METERS - SENSUS SRH (U.S.GALLONS) TO BE ADDED AFTER BASIC S APPROVED VAULTS - PARK DMC-BR WFIiE •� PAINTED. HAS BEEN ' PRE -CAST CONCRETE VAULT WITH BACKGROUND. y MJ PLUG ADEQUATE ACCESS AND VAULT DIMENSIONS , -• ., FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PiPE WITH MECHANICAL PIPELINE WARMING SIGN JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. VALVE IDENTIFICATION SiGN ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS. 4- 0" "w 8' BLUE. HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER. WATER CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER SERVICES. 72 HOURS PRIOR TO ANTICIPATED DEVIATION. 2' X W X 6" CONCRETE SLAB --:J�2'x a•x 6" CONCRETE SLAB CONCRETE VAULT :.:7 n • ;•: • ` 4•,0•• NOT GREATER • .• THAN 450 ACK F4, s;'R: r:•ih::w AyP:f a .i,•:'j','i4 i .Ff. .:•�:: 'f• 4�- •. • / / k- VALVE AMERICAN FLOW CONTROL TRENCH �T lY j ^: ADAPTER OR AN APPROVED EQUAL VALVE 6" DIP WIRETAWNG GLAND; ® ® 0 ® AT BEND AND PLUG.' METER rrr\ru\ rrrvrr\ Ju\rrr\ THRUST BLOCK ,' • r r WATER MAIN SERVIV E ONNECTK)N AUNT FLOOR (6" LIP) *NOTE: RESTRAINED JOINT 6" COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED L PLACED ON URBED SOILINSTALL ANCHOR COUPLING • OFASSEMBLY SHALL BE 95% AND REDUCER AS REQUIRED METER •VAULT ASSEMBLY" RD STANDADENSITY PER IN -LINE BLOW OFF ASSEMBLY STANDARD RD W3-00 =3-01 NOTES L EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN'"-` GALV. ELL URNDiSTtRRBED SOIL TO 6" ABOVE AND ON BOTH W/SS. HOSE CLAMP GALV, NIPPLE L REMOVE AND DISCARD SIDES OF COPPER PIPE. AFTER USE MJ PLUG 2.PAYMENT FOR 8t0 ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM i VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS. AS SHOWN IN BREAKER VALVE 2" METER BOX WITH N I EXIST. GRADE 4•-Q" CAST IRON VALVE BOX COVER DETAIL. INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 Cl") CAST IRON L4) SCH. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE V OR 2". OR MODEL 102 (21 OR 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL N I AFTER BLOW -OFF `�� :.'•••': • ` THE ENGINEER HOTBOX POLY ROX L I INSTALL MALE QUICK AMERICAN FLOW CONTROL MODEL PHRi t1'•) WITH EXIST. GRADE CONNECTION &CAP TRENCH ADAPTER HEAT OR MODEL PHR2 (2"3 OR AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL ASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3' X Y CONCRETE PAD (FOR T' PIPE) 4" X W X 3' CONCIET PAD (FOR 2" PIPE) BRASS THREAD PIPE WATER IRON PIPE THREAD • •:,::: r MAIN COMPRESSION FITTING BRASS ELL TAPPED CAP • •:. BRASS ELL (TYP.) AND BALL GATE VALVE THRUST BLOCK CONCRETE BLOCKING CSEE BLOCKING DETAIL) '}• WATER 4" M. J. ELL PLACED ON TYPE "K" COPPER TUBING MAIN UNDISTURBED SOL TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE i CORPORATION STOP. 211 BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE .& VACUUM CHECK VALVE W352 W3-03 W3-04 con E-{ r•-� -�'iy ■ ram• "i �- �con ,f o w �o 6 CrtY OF BRY ra.CbodL& 2b.W )RAWN 8Y.C.LJL )Alto 01.01.08 SCALE: N T S IPPROvEO=W.PJC FIGURE: W 30j SHEET 3 OF H 12 N.T.S. NOTE: USE POLYETHYLENE WRAP OR 7 N T EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG, NOTES= T BRASS CURBS 0P 1 i PP 4. MAT RIAL H I R O L NO SPLICES IN ER TUBING WILL BE ALLOWED E USED SHALL BE AS SPECIFIED O AN WITH PLUG (REF) -+ BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE ne-c E 5, ALL CONNECTIONS TO BE COMPRESSION TYPE. SADDLE ANO TIE WYE FOR DOUBLE SERVICE. C 6. ALL SERVICE WYES & EXTENS014S ARE TO BE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAiN LINE CONSTRUCTION. _ - _ _ 4-MIN.- TO PRESSURE TEST LiNE IMMEDIATELY AFTER THE 7. METERS AND VALVE BOXES SHALL BE PLACED BY 7tE STREET CROSSINGS HAVE BEEN INSTALLED. _ --►I t'-0" CITY UPON PAYMENT OF FEE. I`' 3. MARK EACH SERVICE ENO WITH METAL "i" POST m w f. dLr s• .,:4 S. LOT CORNERS SHALL 8E MARKED WITH A LATH UNDER o� •6 4, ;S �Q PAINTED BLUE. VIEW A=A ; > `R THE SUPERVISION F A RPLS UPON COMPLETION OF O o •' Mtn c ,c mCONSTRUCTION DOUBLESERVICE aC tip-;t`: ter x ONC. CURB It GUTTER • = J OUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH x. " , , } /� A EARTH , i Ti TEE 7MUSTBLOCK PLUG 7MUSTBLOCK 2'MIN.-3'Max. THRUST �L.00K NOTES: ** SEEMATSPERIALCIFICREQATION 66FOR BAIL VALVE -PAD • , WITH PLUG 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF {2 FOR DOUBLE SERY.) 2OOpsiFOR 24- AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE . PLACED AGAINST UNDISTURBED EARTH OR ROCK. AppRooyy��pD aL�VICE SAOpp ES 4' MIN. 3. CONCRETE FOR BLOCKING SHALL BE 2000 Psi. FOR DUCT4.AIV0 PVC.O 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE TAPPED TEE q AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CORP STOP T' TYPE "K" COPPER TU131NG CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. t2 FOR DOUBLE SERVICE) �-� rF -•y 5. WATER MAW SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE 1-1/2" X 1" BRASS WYE ~ BLOCKING HAS REACHED 1500psL i- TYPE K COPPER TUBING tSINCLE SERVICE) Cl FOR DOUBLE SERV.) .-' E•-'N THRUST BLOCK DETAILS 1-V2- TYPE K COPPER TUBING )DOUBLE SERVICE) 4 �� WATER LINE (SEE NOTE 1) o wPOUR CONCRETE AGAINST CONCRETE SHALL HOT WATER SERVICE UNDISTURBED EARTH EXTEND BEYOND JOINTS (SHORTANI)LONG SIDF) METER SWIVEL NUT OR NIPPLE MEETOER �..� TAN HHI WATER NOTES: ANGLE STOP • • PIPE •":' ,, " " : 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. • �- •' ..�"�:� ;'•.:' ;:: <� • 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN �- ►�� • _ x _: s' ,f, ' APPROVED EQUAL. WATER >`' METER T 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE �- • :.tit • •,• '• '.•: y „' • ` *, m ` ' :. ; • .. INSTALLED WITH THE MAW LINE CONSTRUCTION. - - • - 4' MIN. -- - - rn a 4. EXISTING METER BOXES ARE TO BE REMOVED. :•_ THE NEW METER BOXES SHALL BE OLD CASTLE. t ':; :. , •: VIEW A A PIPE JOINT DOUBLESERVICE t, 3 POUR CONCRETE �tp ANGLE STOP It QIkR AGAINST UNDISTURBED 0 SEMONX-X EARTH PLAN VIEW 2• MIN HORIZONTAL THRUST BLOCK SCHEDULE TEE AND PLUG SCHEDULE D THRUST I C u AI all V OLUME '1 4.6.81 5.1 1 12.510.3 1012 it 11.511 0.5 BEND SIZE I mI N C 1. tIr's VI LG.UME go. 68" 5.0 1.5 1.5 0.9 2.7 0.4 10.12' 6.5 2.5 L5 L2 4.0 LO 450 Mal" 2.0 2.0 1.5 0.9 1.5 0.2 12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5• 6.8" 1.5 LS 1.5 0.910.8, 0.1 1012 2.O-L2.51 L5 L2 L1 0.3 5 8" to I L5 I L5 0.9 0.a 0.1 11.25• 10.12 1.5 11.51 L5 L2 0.6 0.1 WATER METER 80xR METER SWIVEL L NUT OR NIPPLE A CITY OF BRYAN 1" NUMEX SDR-9 200 PSI PIPE nc-az&7k:-sw C2 FOR DOUBLE SERVICE) T-V2" X Y BRASS WYE DRAWN 8'r'C•LAL tt FOR DOUME SERV.) OATL: 01.01.06 SCALt, N T S TYPICAL HORIZONTAL WATER SERVICE RECONNECTION FIGURE - THRUST BLOCK W2-00 W2-o2 W 2 SHEET 2 OF 5 WATER LINE DETAILS 01 METER NUT SIZE FORD PART NO. 3/4" x 2.5" LoN C38-23-2-5 3/4" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 11• x 2,625" Long C38-44.2-625 t• x 8.5" Lang C38-44-8-5 1-1/2" Meter Nipote C38-66-2-875 1-V2" Meter Bushing-BBIM-66 2" Meter Nipple C38-77 2" Meter Busting BBIM-77 JVC 2009 co ' oR1cINa. GROUNDIN / 2'-0" MIN. 2'-O" MIN. AREFUTURE STREET PLACE METAL DETECTOR Q SELECT MATERIAL MACHINE BORING TAPE AT A MINIMUM OF 24- I MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF OPEN CUT (TUNNELING) OPEN CUT ABOVE TOP OF PIPE ROCKS, LUMPS. CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION). COMPACTED TO A LIMIT LIMIT MINIMUM OF 90Y. OF MAXIMUM DENSITY AS DETERMINED BY WIDTH OF PAVEMENT ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN >"' �' OPTIMUM TO -4Y. OF OPTIMUM UNDER NON-STRUCTURALzz=_ �;: -`' LECT MATERIAL DSO, PASTURES, DENSITY DEETERMINE s ®� AREAS Cie. -YARDS, TUR F % F MINIMUM 0 98 MAXIMUMD 0 3'.0- MIN. SIDEWALK MAY BE 6"42" '`•'°' '-r V'"' BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN " 8 (MANUALLY OPEN CUT OR BORED ;= "�; O OPTIMUM TO •4Y OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. AS DIRECTED BY ONSOLI MAT �}B GRANULAR MATERIAL > STEEL CASING THE ENGINEER ` MOISTURE) MATERIAL SHALL BE BANG RUN RIVER SAND WHICH IS FREE AS REQUIRED CARRIER PIPE 4" ''t''?.;'•': OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC MATERIAL AND WHICH. WHEN TESTED BY STANDARD NOTE: I (�UNDiSTURBED SO4 LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING -sl PIPE k- MAXIMUM LIQUID LIMiT 45 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER O.D. MAXIMUM PLASTICITY INDEX 15 LINE CONSTRUCTION. MAXIMUM PERCENT PASSING NO.200 SIEVE 35 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 6" MTV./12" MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN THE MATERIAL SHALL BE FREE FLOWING AND WHEN WE SHALL APPROVED BY THE CITY ENGINEER. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. TYPICAL URBAN oPTIONNo. r © CEMENT STABILIZED SANO CITY STREET CROSSING - 4-00 OR PLACE METAL DETECTOR NOTES: .L FOR BEDDING AND TRENCHING *7TI*Af ALL PAVED AREAS MACHINE BORING'di' GROUNDTAPE AT A MINIMUM OF 24" SEE DETAILS FOR OPEN CUT STREETS. tTUNNELING) BOTTOM OF SUB -GRADE AL,L, gg �L qq��, 5H� SHOULDER SHOULDER IN FUTURE STREET AREA ABOVE 70P OF PIPE 2` ACCORDOADHNC Y&YITH'ANSI%AWWA BtA�NpARDS FOR PVCEPtP£- VARIES VARIES 3. ALL BEDDING & INSTALLATK)N OF DUCTILE RON PIPE SHALL BE IN ACCORDANCE WITH ANSi/AWWA C1501A2L50 E� " -0" ' a`?'";�``-`.'�_ .e� x;f:V 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL. TAMPING. MIN. 5'-0WIDTH OF PAVEMENT 5' MIN. r>: �:.='`:' AO SELECT MATERIAL S. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THIS E-4 CITY ENGINEER. >J1 CEMENT STABILIZED SAND 6. UST RESULTING FROM THE CO TRACTOR'S PERFORMANCE OF THE ORK. ••3:'.:i r:•:.. p �y 6. 12- t•, < EITHER RStDE OR OUTSIDE THE GHT•OF-WAY SHALL BE CONTROLtEO SY 3'-0" BELOW DITCH FLOW LINE. *< S;`.s "'`' THE CONTRACTOR. P� t .' �..`7 ©(MANUALLY 7. ALL THENp�S S�p�L BACK Ft�,�Ep A�{D TEMPORARY PAVING (AIR PLATING �� E•"t AT OPTIMUM PLACED AT THE END t EACH wORKiNc DAY. H �� '� T ) S. SEE "OPEN CUT DETAILS•' ST4-00. ST4-01 & ST4-02. ►--a NOTE: STEEL CASING-1CARRIER PIPE 4" MOISTURE) 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING PIPE UNDISTURBED SOL J SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER l�- LiNE CONSTRUCTION. O.D. I� f 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 6" MIN./12" MAX. cC 3• DRY BORING IS REQURED. BEDDING AND TRENCH FOR DI PIPE orrroNNo. 2 & PVC PIPE WITHIN NON-STRUCTURAL . TOPICAL RURAL STREET CROSSING W4-01 OR NEW PAVED AREAS W4-02 gx F NEAREST BELL 4' 2' 2' 2' 2• GENERAL, NOTES: STRUCTURAL BACKFLL AREA INCLUDES JOINT (TYP,-MAX,MAX 6'$" TYP "TYP "TYP. ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. MAXERE EXSTING VEGTATo� EA. END) a ALL AREAS WHIEION AND GRASS COVER DRIVEWAYS.AND PARKING AREAS) AND SHALL 0 HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY EXTEND & BEYOND THE CURB LINE. STRUCTURAL BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL SACKFi.L SHALL BE CEMENT STABILIZED (OPTION B/C ,�`�� S• GROWTH iS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS NO.2 IN W4-03) OR EXCAVATED SOiL COMPACTED IS PRESENT.BLOCK SOD WILL BE REQUIRED. BARED AREAS TO 98Z MAXIMUM DRY DENSITY AS PER ASTM 0698 SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF WITHIN OPT*" TO -4% WET OF OPTIMUM g- T 1- WL CLR. LAST DISTURBANCE. (OPTION NO.1 IN W4.02) 4cj-7:�ya STEEL CASING APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED -t�`� CARRIER PIPE CASING SPACER DURING THE ENTIRE TOR THAT EARTH HAS BEEN BARED BY OA Q�G qO' I PAVEMENT AREAS i-PC.•PULL-ON WATER CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE TIGHT NEOPRENE ENO ADJUSTABLE TOP RUNNERS VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS Q . SEAL W/ STN.STL. TO MAINTAIN 1" MAX CLR. COMPLETE AND THEN REMOVED BY CONTRACTOR. I B/C CLAMPS "MPS" OR 3$ t "PSI" MAX ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF r :::',• ::: •• :'::,543£WALK SILT AFTER EVERY RAIN. �' ' ' S CITY OF BRYYA BAND CLAMP STEEL CASING 5' NOTES CASING SPACERS AT SPRiNGLINE ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 4-RUNNER MIN.(THRU 24'OtA 8" WOE BAND STAINLESS CASING) OR 6-RUNNER RUIN. STEEL (TYPE 304) DRAWN BY.CIJM. (24"-42" OtA. CASING) STAINLESS PROVIDE 4 DATE: 01•01.06 STL. TYPE304t 8" WIDE BAND NEOPRENE INSULATION SLEEVE NOTE: W/ POLYMER RUNNERS: CENTERED RUNNERS AT 4S• BETWEEN PIPE AND BAND 1) UTWTY TRENCHES IN ALL STREETS AND UNDER SCALE, H T S OR NON-CENTEREO:CLEAR BELL. BOTTOM PROPOSED PAVEMENT SECTIONS SHAH BE BACKFILLED STRUCTURAL BACKFILL AREA. APPROVED:WPx RESTRAINED FROM FLOTATION; POLYMER RUNNER (TYP) INSULATED: -APS. INC. NOD SSIS- ABOVE BEDDING MATERIAL WITH COMPACTED CEMENT FIGURE: OR -CASCADE" CASING DETAIL STABILIZED SAND AS REFERENCED IN CITY OF COLLEGE W4-04 W4-03 2 A� a AIL CA ON °NO 13�s FOR REWREMENTS wit CAD Mt♦CYT CTAd1 I7en QAWn DAfWMI I Ql WATER LINE DETAILS Q12 WATER LINE DETAILS N.T.S. N.T.S. UTILITY DLT-.�11L� V C N M h L S M 4 Z •V r � o O O :`-A N o _ C 3 CO Ln Qr tAI .a L.L. • 4) s q w o O Ln �- Ln 00 N X c � a � C •e N Q cc N n 005 aar W O O rz Zm m �O �W F 0. CO co ac � t-c 0 w O 3UC) 3N 1 2 3 4 5 6 7 8 9 10 11 12 13, 14 15 16 17 18 19, 20 21 22 A NOTES: NOTES* NOTES" Cc threads - III per manufacturer's recommendations. Lg�&e saddle. S (D Service coddle. sSAthstgogs Smith rg installed per momfocturer's recornmendotitons. All main types. 317 strops. threads installed per monufccturer*s recommendations. endalt types: h w 7 (D W ge sadI Smith sif Woods types: h ingir 7, Corporation Stop" Ford FS 1000-4 -0 - 11, 0 Corporation Stop; Ford FS 1000-6-0 - 1-1/2- @ Corporation Stop- Ford F8 1000-4-0 r G) service tubing: Type K copper -soft - 1-1/2" Service tubMq- Typ e K copper - soft - I" i G) Service tubing* Type K copper - soft - I" Ford mole adapter - C84-44-0 - 'r' Ford mote adapter - C84-44.0 - V Ford mole . adopter - C84-66-0 - 1-1/2- Meter box valve, Meter box valve: F?rd An le - BA-111-61ffW"2-11112 t; B 9A-.F?,rd Agn Meter box Volvo: ?le Stop - BAlrlf42* - 1" 1; !?ord AM - BA-13-444W T' 9A 1; ord S raight top - 444W - 1" rd Straight S - ord S Straight top - ell- ght top - 811-444W I" gross bushing FS - r x 3/4" Mete, ripple - C38.44-2-625 - 11- mvelnut - C38.66-2-875 - 1-1/2" Meter ripple - C38-23-2-5 - 3/4' Q Bross all thread I.P.S. - 1-1/2" Son valve w Valve @ Meter adopter -*BBN 66 - I-V2" 09 Meter box and id: Old Castle meter box. Meter box and III Old Castle meter box. Cl lid with Reader ■65 Meter box and lid- Old Castle meter box. Ofid With Reader 036, WR ®Bail Valve Cl lid with Reader 936 VALVE r-CUSTOMER VALVE `7 0— C I r-CU r-CUSTOMER I VALVE USTOMER I VALVE (_ CALVE 1a7 C=> 04 ----4 E E STRAIGHT OR ANGLE TAP 3/4 STRAIGHT OR ANGLE TAP 1 STRAIGHT OR ANGLE TAP 1-1/2 D W 75-01 5-02 NOTES: w E-4 Service saddle. SS straps. CC Dreads - installed per manufacturer's recommendations. types: Smith ElIbir 317 Corporation Stop: Ford FS 1000-7-0 (cc thread) - 2" Service tubriT. Type K copper - cu - soft - 2- Ford mote adopter - C84-77-0 2" #4 0 16' O.C. E.W. (TYP.) @ Meter box valve, F?r 8 5 % d Aafe Stop BA-11-777W 2" 5A rd rogh p Slt-777W - 2" PIPE SIZE, MATERIAL & BEDDING SHOW ON UTILITY PLAN Bran ripple I.P.S. - 2 x 7 Q) Bross coupling I.P.S. - 2" E 4' cop!::k 4' @ Swivelnut - C38-77 - 2" F 'A A OF PIPE k. A Meter adopter - SSIM 77 - 2" Brass ripple I.P.S. - 2" x 3- P rL OF IID Meter box and lkl,. Old Castle meter box. Chid with Reader o65 PIPEMeter box and lid:Otdas e round valve box @ ea valve 4 3 LF. DUCTILE IRON PIPE EACH r-MTOMER I VALVE SIDE OF VAULT. (SEE UTILITY a PLAN AFOR SIZE) .3 -A A .' 2 #4 BARS _N ( P.Q CONCRETE PLAN MEW - - - - - - - - --- X/ &I 04 r-LUSb . 4 4.A 0 .. I VALVETOMER C�nT oF BRYAN `4 0'. •.0 IC' DRA*N "C.LJL C A 4 DAYEw Ot-01-07 5c"s N I S AP G STRAIGHT OR ANGLE TAP 2 PR0VE0tW.Py_ FIGURE. GROUND LINE IW5-03 GENERAL NOTES: SHEET 5 OF 5 -4 1. ALL EXPOSED CORNERS TO HAVE 3/4! CHAMFER 2. ALL REINFORCING BARS TO BE WADE 60. #4 0 e O.Q T & 0 E.W. BACKFLOW PREVENTE VALVES 06 DOWELS 0 6- O.C.ER LOCAL CODE REQ / #5 0 8.D.C. VERT. ALL P 0 12- D.C. VERT. H f4 0 118- HOR. #5 DOWELS 0 8- O.Q FLOW --m- H8 WATER LINE DETAILS 31 'A! f5 0 6-O.C. E.W. f5 DOWELS 0 C o.C. TO D Al TO DR N 17 4 NOTES: 1) TOP OF MANHOLE TO BE LEVEL WITH FINISHED GRADE IN PAVEMENT SECTION AND G* ABOVE GRADE IN LANDSCAPE AREAS • 44 -.4 4• UNLESS OTHERWISE N07M OR DIRECTED BY THE ENGINEER. 0 __j e WECAST BASE SEC71ON SET ON CONaWTE BLOCKS FOUNDATION 0000 0 0 1 TABLE OF DIMENSIONS VERT POURED MONOLJTHIC. MO 0..,-;.Oo 0 oo -fiw IN o?0071'r r — KEY EDGE 16- (MIN) SEALANT (TS1fP.) !r P.V.C. DRAIN PIPE A B C D SIZE CLASS V IN S!TMGE OF e SQUARE WASHM To U NDI RBEDTRENCH GRAVEL SUMP CONCRETE. 17.2 "rU NOTE: C A 41r 60" le 21r ALL 3 SIDES. CRUSHED STONE. COMPACTED TO kPa (3.000 THIS PLAN R83RMMTS AN ACCEPTABLE 951G STANDARD PROCTOR r W 78• 15" 32' METHOD FOR PLACEMENT OF A BACI(FLOW 8* 70' 94' 18* 40' 441_1 '41, Im PREVENTER & VAULT. HOWEVER. ALL iu- M� iuz- 2i n LOCAL CODES VARY AND MUST BE ADHERED TO FOR VAULT & VALVE/METER ;y :_ Z' -k-1. 15M (#5) REBARS�' �i-. -_Ih� A ASSEMBLY. A EACH FACE A 30" RING 11 GOVERN 2 LAYERS OF us PAPER w TAR I z PAVEMENT SECTION 2-SERIES 1390 UNI-FLANGE BLOCK' LP BELOW GROUND BACKFLOW PREVENTER AND VAULTMIN tip _ D3 BUSTER RESTRAINT PLAN MEW Uj 8` MIN.-J COLLARS z R:3 N.T.S. w —50 TyP. ti a 5~ SE GAWTS . AT ALL JOINTS REVIEWWFOR r5* TYP. COP PLANCE F J 7 2009 K >: \-LIFTING INSERTS X IN ALL RISER G ov rE i5 SECTIONS C® TATI --46*--TRENCH (MIN) 6 N. MIN INGON (MIN) `g '16 -MI N A SLEEVE AM • 4 "L-7f-I ��fft I"T F PAINT COLOR TO IDENTIFY UTILITY (SEE BELOW) TAG WITH SPECIFIC, vE. 0 OF TRENCH A'130' O.D. OF MANHOLE + 12--, L UTILITY, SIZE, AND .r DEPTH TO INVERT X. Al- 1 $!t4 n MATERIALS AND FEATURES: M 2e MIN. HOLES AS SPECIFIED- MAXIMUM DIAMETER-3r EXP f4 REBAR SERIES 139 `-CONCRETE KEYED INTO CONCRETE- 5.0130 Pg. 28 DAY STRENGTH UNI-FLANGE BLOCK UNDISTURBED SOIL 16' REINFORCING: MEETS OR EXCEEDS ASTIRC478 REQUIREMENTS. USE #4 BARS BUSTER RESTRAINT MIN. ON BOTH SIDES ON 12' CENTER EACH WAY, USE 2 MATS OF #4 BARS ON le COLLAR ELEVATION AND BOTTOM. CENTER EACH WAY IN TRAFFIC AREAS.AVERAGE WEIGHT OF 2,C DEPTH BASE WITH 12• INVERT-850 LBS/VERTICA1_ FEET. M CONCRETE COLLAR THRUST /�%�/�/�/� %� 8 RESTRAINT 4' MANHOLE N.T.S. N.T.S. 18" MIN. WELD TO PLATE BURIED N �/` // , �� ��gMATERIALS LIST METER SIZE S. RECTANGULAR METER BOX SEE SPL- 38 mm 0 1/2 "AD mm (21 WW-145 OR WW-145A A. SERVICE CLAMP FOR CONNECTION- REQUIRED 38 mm (11 1/2 ")50 mm (2") T. METAL LID FOR METER 13014 AUSTIN PIPE 3/16* X1 W)d 0" ON ALL PII AND AS S CEMENT PIPE AND & SUPPLY 00. OR APPROVED EOUAL. OR UID M M I A ALL IRON PIPE 300 mi AND SMALLER FURNISHED WrTH APPROVED METER BOX STEEL. PLATE//�NOTE- B. CORPORATION STOP - SER CIE PIPE OUTLET' 38 mm (1 1/2 *750 mm (2") U. RECTANGULAR BOX FOR CUSTOMER'S CUT-OFF REBAR IS M BE CUT C. SERVICE PIPE 35 MM (1 1/2 *)50 mm (2*) VALVE (AND PRV WHEN REWRED). DFW JID1200 OFF r BELOW SUBGRAIDE D. COUPLING: SERVICE PIPE TO MALE I.P.T. 38 mm (1 1/2 *)50 mm (27) 300 mm X 425 mm X 300 mm AFTER UITIUTY CONNEC71ON S (COMPRESSION FITTING) (12"X 17- X 12")IS COMPLETED AND PRIOR E BALL VALVE. SEE SPL WW 27& 38 mm (1 1/2 W mm (2") V. CUSTOMER'S BALL VALVE TO PAVING ID F. TEES, BRASS m 2 50mmX mrm W. RETMGULARPLAsncBOX UD, ncw (r% 300 mm X 425 min X 300 mm 1j.V1 510 0 i72"T1 OR EQUAL 7 X 12-) 300 mm (12-) G. CLOSE -NIPPLE, BRASS. 35 mm (1 1/2 *)50 mm (2*) H. I F ANGLE I WIMPALE I.P. THREAD 38 mm (11/2 W mm (2') L WATER METER LENGTH WITH CASKETS 338 mm (13 1/2 04 mm (17 3/4 NOTM-, . 1SERVICE J. FLANM BRASS; FEMALE I.P. THREAD 35 mm (1 1/2 *)50 mm (2*) .PIPE SHALL BE COPPER TUBE SIZE. IT SHALL BE ANNEALED SEAMLESS K NIPPLES. BRASS 38 mmX200mm 50 rnmX2OO mm TYPE 'K COPPER TUBING MEETING THE CURRENT ASTIM 688 STANDARD WITH NO (1 1/2 *XEr) (2*X8') SWEAOR SOLDERED JOINT& L ary's BALL VALVE. SEE spL Ww 27& 38 mm (1 1/2 W mm.(- 1 SERVT ICE SADDLE SHALL BE WRAPPED COMPLETELY WITH 0.2 mm (8 MIL) FILM. USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS M. NIPPLErh BRASS 25 m(,r*rm 25 Inv X611 mm SUTOP OF BOXES SHOULD BE 25 mm (1') ABOVE GROUND OR FLUSH WITH PAVEMENT RII DETAIL: P.O.C.- LOCATION N. 90 DEmRm ELBOK B11RASS 25 MM (1*) 25 MM (1*) 4. PIPING AND 7USING IN STREET RIGHT-OF-WAY SHALL BE BEDDED IN GRANULAR 0. NIPPLES6 BRASS 25 To MM 1j;9;mm 25 X75 MATERIALS AS REQUIRED BY SECT1ION 510.3 (" THE CITY OF AUS71NG STANDARD N.T.S. SYPAS TIM-93 SPECIFICA71ONS: BACKFILL ABOVE GRANULAR BEDDING AS REQUIRED BY SECTION U70L07y REQUIRED FOR ALL COMMERICIAL P. CURB STCP, BRASS, FEMALE I.P.HREAD 25 mm (1") 25 mm (1*) 510.3(25). U71UTY COLOR 5.11BOX MUST BE BEHIND CURB NOT 70 PROPERTY LINE OR EASEMENT AND OUT OF BUILDING WATER SERVICE. 807H ENDS W17H LOCK NUTS SIDEWALK AND OUT OF VEHICULAR TRAFFIC AREA. SEWER GREEN NOTE: BYPASS NOT ALLOWED C 0, COUPLINGS BRASS, SERVICE PIPE TO 25 mm (1") 25 mm (1*) S. IF POLYETHYLENE TUBING IS USED SEE STANDARD 520- WATER BLUE WHERE METER IS FOR IRRIGATION. -0 114, P.E. WATER SERVICE MALE THREAD CASING DETAIL. COMPRESSION FIMG REIIIUIRED WITH STEEL PIPE SlIFFNER INSERT. S70RM DRAIN WHITE R. SERVICE PIPE 25 mm (1") 25 mm (1') ELECTRICAL RED GAS YELLOW Do TELW/CATV ORANGE FUTURE SITE LIGHTING PINK FIBER OP71C (GAS STATION) PURPLE 0) 0 Cq c E Q UTILITY MARKER Q5 11/2" & 2" WATER METER N.T.S. N.T.S. C"-4 co Ln X 4J- tv Z M Q 0 0 C-4 CO Ln ��� LLJ 4—J 0 U 00 r) 00 r%... tn Xed I 1 2 3 4 5 6 7 - • DE DE E ❑E — — — — — — — — — — — — — — — — — — — — — — A Tul],XAS AV uil2i N U uEj Y A CONTRACTOR EXISTING LIGHT POLE TO BE RELOCATED. MUSTING LIGHT POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH ® TxDOT DORT H�aTY OF C FGE T�� VARIES) 354.9' AUXILARY LAN 25.0' STORAC;/DECELARATt V • STATION FOR NEW POLE LOCATION.ki 1 .CONTRACTOR.SO...INSTALL� NEW_-_ CONTRACTOR TO INSTALL NEW � • • FOUNDATION. ASSOCIATED HARING AND-_- "--___.___..__.._..____... FOUNDATION. -.ASSOCIATED -.-WIRING.. AND_ Y\< __._ _ —__.. CONDUIT. ALONG WITH REINSTALLING — PROPOSED LANE STRIPING CONDUIT. ALONG WITH REINSTALLING END SOLID LINE STRIPING PROPOSED LANE STRIPING SAWCUT EXISTING PAVEMENT TO " F =°u REMOVE *355 LF. BEGIN DASHED LINE STRIPING PROPOSED" LANE STRIPING EXISTING POLE AND REMOVAL OF SWSL - 8" WIDE A STRAIGHT AND UNIFORM LINE SH�SL - 8 MADE EXISTING POLE AND REMOVAL OF SWSL - 8 WIDE EXISTING FOUNDATION. ;;.. EXISTING FOUNDATION. EXISTING STRIPING _ ___._- SAWCUT . 0 1.0 SAWCUT 20 , 4 c. /,%� , . (. / _— LYtmOM i » ,.-. ess-.r sit_.-r -. � .��..�a.�e�."�^�'^��,�e�sc ��o."w.a..__ — D .. r � .. 'h w. "b 2 TYP >� . �w . r _ SAWCUT _ - 1.0 S AWCUT :-�• . , .-r - T 12.0 TYP. 1 s _.2.0 a i n .y T .. ,.. .,. .... :... .--. .> .. ., ,.- ... ,.. a .. , _ w / • ,. ., a -t.- 0.0 R25.0' ' R200.0' PROPOSED EDGE PROPOSED 2' '> PROPOSED LANE STRIPING PROPOSED EDGE SAWCUT EXISTING PAVEMENT TO PROPOSED 2 1OF PAVEMENT PROPOSED LANE STRIPING SHOULDER PROPOSED EDGE PROPOSED 2' PROPOSED" LANE STRIPING EXISTING CULVERT ,.�1.0' SAWCUT = SWSL - r WIDE OF PAVEMENT A STRAIGHT AND UNIFORM LINE PROPOSED" LANE STRIPING OULL� /� SWSL - 4" WIDE OF PAVEMENT SHOULDER SWSL - 4 WIDE TO REMAIN /'` SWSL - 4 WIDE a EXISTING LIGHT POLE TO BE RELOCATED. \ CONTRACTOR TO COORDINATE WITH B TxDOT AND/OR THE CITY OF COLLEGE / \ STATION FOR NEW POLE LOCATION. CONTRACTOR TO INSTALL NEW SAWCUT EXISTING PAVEMENT TO — — — — — T// — — — — — T/r — _ — — F, W FOUNDATION, ASSOCIATED WIRING AND A STRAIGHT AND UNIFORM LINE OF PAVEMENT ® Z CONDUIT. ALONG WITH REINSTALLING PROPOSED EDGE =3 EXISTING POLE AND REMOVAL OF EXISTING FOUNDATION. % NOTE: SEE ADDITIONAL / - — - - - - - - - - - - PROPOSED EDGE OF PAVEMENT REQUIREMENTS ON DETAIL Q1, (PAVEMENT SECTION DETAIL), Cn SHEET D-7. HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 01 SHEET D 7 TOPSOIL o ,T•�p�C MATERIAL 274 PROPOSED CONTOUR LpPE 14 LIMESTONE BASE ya ro. S E MAX• Q �. _ - '. , :� . t3�- cod 3; SLOP 1 0 Ar V �► r L'.o� O r - _ (� A-A°�PAINT STRIPING LEGEND,tZ6 _ 's " _6'� LIME STABILIZED SUBGRADE OR BX 1100/- iI SWSL/4 -SINGLE WHITE SOLID LINE / 4 WIDE — _. SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH GEOGRID ON MOISTURE CONDITIONED SUBGRADE DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH _ ~ SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE O SWDL/8" - SINGLE WHITE DASHED LINE / 8" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE - I SECTION A -A �` - J y-~ C 4 i.<. 0 sty, *� �• �..� t)%` \ Q, Q) 00 11-511. C 1 SITE PLAN F,, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — :a ///--, — — — — ///%%// %// \ rei p AlN U V J t 2009 Uj AR.O.w ARIE S TA 'I" Ea_l 7 CO ��v Tyrr to } - 275 __-- .._.___._._--_..�_._,__..___..__..__.__-_ 274 r., 270 _ r� `"`-`'--,.•-._ �� -_._ _ �" � \ rrr Q� 6 o u R m rm Q, ' �0 Moir., 1-wa o M'V - p K"_ (C D v r.� GRAPHIC SCALE r__ t (� 1 0 Q) 20 0 10 20 40 80 o K �, IN FEET 1 inch = 20 ft. c � •p E E 1 GRADING PLAN o 0 $ 'W-' o 1 "=20' , , - V •o W N M S �oLL. O 'v r o I-= O :te N o v�i `� 000 N Q � r D LW1��'�H 4-'' o LL_ U m o- O 0 M 00 N x c ®® 44 N Q OF T Fll9s111 ......::. �..,,JOE ,.GRASSO .� 1 73285 ��'��� /�. i �1 i Cfl co � Q 00 W o � J �o � UU CO O O 5.7r � W Um M z W W U79f w O W w p 13LQ OCa W � O aQ �W �Cn �- <t 0 Q 0 O s�,U3::N I 1 2 3 4 5 6 7 A S A Eo� . Tur-JXA m .®.W. VARIES) EXISTING LIGHT POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH '-" STATION FOR NEW POLE LOCATION, 354.9' AUXIIARY LAN CONTRACMR. T0._INSTALL ,NEW_....." PROPOSED LANE STRIPING FOUNDATION, ASSOCIATED WIRING AND-- SWDL - So WIDE SAWCUT EXISTING PAVEMENT TO PROPOSED LANE STRIPING CONDUIT. ALONG WITH REINSTAWNG REMOVE f355 L.F. 01 A STRAIGHT AND UNIFORM LINE ISWDL - 8" WIDE �¢ EXISTING POLE AND REMOVAL OF EXISTING STRIPING QQSTING FOUNDATION. BEGIN REMOVAL OF �. _ _. __ ... �__ _ _ __ _ ._ __._..... ___._ 10 SAWC 10 SAWCU � / r EXISTING STRIPING 120' IYP. ' .1�0' ,-_.._._... _.... ___.___.._..._ � -� .-- UT l 1.0' SAWCUT �14 0. __.__ _. - _. -. - y,, 1.0'_�AWCUT. M ____._..__.._«..... ___ 1.0 S/�WCUT T r _ .... .- w .-.. •,,. .,. ~+w..-.ew,,.s.. ....-.o•,._ ., a2; ^F`"^ "4 'P ,,,• fir: .. .:. - .. - / _-_. _ - _. .. ..... _-_.-....,n..^ . ...-„ � x n .u_ -._ ,,, ..a .,- __ x_< . -...- `+* .... ✓_f .. . .. .-a _,�rct1��-,i ter:•..: ___ -- FEN I i PROPOSED 2 PROPOSED 2 PROPOSED EDGE PROPOSED EDGE PROPOSED LANE STRIPING PROPOSED EDGE G PAVEMENT TO SHOULDER SHOULDER SAWCUT EXISIIN OF PAVEMENT OF PAVEMENT ryt SWSL - 4' WIDE OF PAVEMENT A STRAIGHT AND UNIFORM LINE - `••/I / / � �` ` EXISTING LIGHT POLE / I / TO REMAIN pro, B.1 7 - Li /. Cl)\ / : • - LEGEND -�-----�----- PROPOSED EDGE OF PAVEMENT HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 01 SHEET D 7 z 'da r • 274 PROPOSED CONTOUR �✓ PAINT STRIPING LEGEND SWSL/4 - SINGLE WHITE SOLID LINE / 4 WIDE �y SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE SWDL/8" - SINGLE WHITE DASHED LINE / 8" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE Cl SITE PLAN 1 „=29 TEXAS AVENUE —310-1 REVIEWED FOR D (R*0oW* VARIES) COMPLIANCE " JUL 0 7 2009 C0 hS?&R4lfQ0N — ---- --- ----- —-------- --- _ - 276 ----- : , 275 .,.: �.... � // / :'':/ .,--`' ��,.-!�j'lI-•,.�-....__...__._ � ..___ _____-__ _ f _._ .__ _______--__.�_-._._.-______.__--------_-__--.____.__.__.--___ _______.._____--_-__..._-_ _ .•gin...._._.. _ ._.___ __---- XN"" Cf) /. r J Y +:. / �..,::; 1 O 7URM LAM _ N M73 GRAPHIC SCALE ,3 s z o 10 O N 00 9 � � O i ( IN FEET ) o 0 1 inch = 20 ft 3 c; N C N ' 7 El GRADING PLAN _ �Yme • -� d 1 "=29 a N en _ Co s /� \ O M x 2 Z `—J Cz Zo O O , 0 O o 4) N c¢c n `� 0 ' n � $ tT3 Lu Q�S . S 4-J ` C Z V- V Co o�� � ' RS X zr H C � �e c� N Q 0050 W J o0 v� 0 0 w oc U m W � w W � W W w 0C 1= ■ CLQ 0 1- L1J tE p Q t� a W C Q0 Qo 3c.0 "N DRAWN Bp CHECKED ja DATE ovoo/ i. "Nm 00 ft 81$T 12L=2 57 CIS m Mum 1 2 3 4 5 6 7 8 9 14 11 12 13 14 15_ 16 17 18 ♦♦ \ NOTES: ♦`� \, '\ G20-2a 1. WHERE TRAFFIC MUST CROSS TRENCHES, THE CONTRACTOR SHALL PROVIDE SUITABLE A ` `�\� �\ 48" X 24" AAW CUT AND DEPTH EQUAL MILLSURFACE PLATE THICKNESS BRIDGES. THICKNESS ♦ \ END NON-SKID COATING 2. THE USE OF STEEL PLATES SHALL BE APPROVED BY THE CITY OF COLLEGE STATION t4®� fjORi IATE TO CARRY . (SEE NOTE 1 (S 0) STEEL PLATES, THICKNESS APPROPRIATE PRIOR / %.------ --'- I-' ------ ANTICIPATED LOAD- (SEE NOTE 3) , !r lK tR01'KK w:RENCHES < OR = 18" 3. THE THICKNESS OF PLATES FOR TRENCH WIDTHS EXCEEDING 6 SHALL BE " s t 0 11 _ Row 12 �2 13 fjVJ_�t -^ 15 R 16 \ \ 18 MIN. 1" FOR TRENCHES > 18" TO ESTABLISHED IN AN ANALYSIS COMPLETED BY A LICENSED PROFESSIONAL ENGINEER, a \ ON ALL SIDES �g ! a _ a _. _ ._ - _ _ _ _ _ _ - _ Y \ : < OR = 6' REGISTERED IN THE STATE OF TEXAS. THE ANALYSIS SHAU,_BE BASED ON HS-20 - -- - - \, TRAFFIC LOADING WITH A MAXIMUM PLATE DEFLECTION OF h WHEN \ e- CY�20-1D» `�` EXPERIENCING SAID LOADING. FOR SITUATIONS WHERE MULTIPLE LAYERS OF PLATES (OR STACKED PLATES) ARE TO BE EMPLOYED, THE SEAMS (IE. THE INTER- - I ROAD � \ - FACE BETWEEN PLACED SIDE -BY -SIDE) OF THE UPPER LAYER SHALL BE PLACED Ja ` 1 1 - MORG{ `\ �\, ` — III (— PERPENDICULAR TO THE SEAMS OF THE UNDERLYING PLATES. t ;�•\' ` OPENINGS GREATER "AHEAD EAD ♦� \.. \ III— III THAN y " 4. WHEN APPROVED, THE TYPE OF PLATE INSTALLATION SHALL BE BASED ON THE ANTICIPATED l/ `♦`\�' '\ IIII IIIISHALL �E FILLED LENGTH OF TIME THE PLATE WILL BE IN SERVICE INSTALLATION SHALL APPLY FOR WITH COLD MIX NO LONGER THAN A 2 WEEK PERIOD. B ASPHALT MATERIAL ' / `� 5. THE TOPSIDE OF THE STEEL PLATE SHALL BE FLAT AND FREE OF ANY CUPS, CHAINS, / 18" MIN. 18" MIN. ATTACHMENTS, WELDMENTS OR SURFACE IRREGULARITIES. Ric - ♦� �` � %O• S. PLATES WITH A PERMANENT DISPLACEMENT (I.E. DISPLACEMENT ANYWHERE ON THE �HOU DER � X TYPICAL CROSS SECTION SURFACE OF THE PLA WITH RESPECT TO A PLANE FORMED BY THE OUTSIDE EDGES THAT EXCEEDS SHALL NOT BE USED FOR PLATING PURPOSES. f ✓ /Gf CLOSE `�`` PLATES THAT DEVELOP SHBE PERMANENT ADI DISPLACEMENT EXCEEDING )r f ♦��. \ ST L PLATING FOR OPEN CUT TRENCHESDURING SCALE N.T.S. 7. THE PLATES SHALL BE PROVIDED WITH APPROPRIATE NUMBER OF KEYHOLE SLOTS OR CIRCULAR HOLES FOR HANDLING, LIFTING, INSTALLATION AND REMOVAL •. ♦ ` PURPOSES. �" o `� \' \ 8. THE CONTRACTOR SHOULD AVOID USING A LONG SERIES OF PLATES THAT RUN ' ' ® O / \\• ,� \. PARALLEL. TO VEHICULAR TRAFFIC WHEELS PATHS. I �/ `♦` \ \`\ ``\,` 9. ADDITIONAL METHODS OF SECURING PLATES MAY BE REQUIRED DEPENDING ON FIELD ' ♦ CONDITIONS. 1 18.76\- '` 10. FOR PLATES 6' OR GREATER IN DIRECTION OF TRAFFIC, A NON-SKID COATING STORE 1150 \`> �, SHOULD BE APPLIED TO THE ENTIRE SURFACE AREA OF ALL PLATES, AS WELL AS j ♦♦ \ \\\ ADJACENT AREAS. THE NON-SKID COATING SHALL BE TCA (TEXTURED COATING OF ♦ AMERICA, INC.) STRATA -GRIP DECK COATING SYSTEM; SUPFIX, INC. SPS (SUP • C —19 5 — S G L — 0 L � _ <r \ PROTECTION SURFACE) OR REPRESENTATIVE. EQUIVALENT PRODUCT APPROVED BY THE ENGINEER Nlk EXISTING W/GARDEN CENTER S.F.-1381419 ,:' DRUMS 20' c-c NTH \�� `\ ��. D PROPOSED S. F. = 2 0 0 2 6 7 `n I ®� ` s6s• VERTICAL PANELS (VP-IR) ♦�,`\\ STEEL PLATING NOTES It AND WARNING LIGHT \\ \ \ \ \" \ 'I ' f 0 40- C-C \ `` , , �` \`• `Z GARDEN CENTER S.F.=9,462 \ \ WAL MART, STORAGE, GARDEN CENTER �; �_`� •s4 KV AND RETAIL S.F.=263,616 F.F.E. 274.60cc cc._NN L s t By � ` �) ♦ `\ \ ;� \ ` yCONC. RAMP �`wx`l�. •~� l ! ` +62 ` \. �` ` _ -�. .�_ ._.-. ___ __-.. ___ .. __ ..—�_.----'� \--``- \ ...'s•:�c g;-L.'�:j,:r',.y.;..'' `F ry1:d -- - CC CC � ` �� `;'# ,ir\ _ T84 ►� `''\ ti,\_ /� \`\ ^\ - cc cc - \ Pj0V% IN cc cc F /. ,jr—._.._ f.yc __.__ ___t � �._ , _.. ._. _---- ._. _, __._ ._,. _. _._ _..�_ __..1.___._ .�._ _._\,_ __._ `�_...�\ ___�. `\,/ •`\ // � � r,,...., ` •,, /�w a�r u,i�1 � \\ N. �..,C' _.a;._ _____ ]••-_... ._..,t'/' .! I e ._._.._ \ __-_ \,.....,.._ __..%�i, j BV—CAM '•. .,,, /'�.., �p. \\ \ ` cc cc _77- \ \\��` �`~ ...._. f C cc c (2) TYPE III BARRICADES ` fi. <J ! _ 3 CC CC (3)' TYPE_III.Bo /';.. / 1 �cc cc r r i OPEN` CUT STREET c,1 c,� � _ ' ; r�,. " ' V FOR UTILITY { ;\ `\` u ._ IY20 D NSTALLATION - j / \X 48" _ - - ��- /a' ��'' . < rSQ� ROAD 4 ..- _.. ~\ /T%� / 13 6W z t K ... 15 R 16 OW 1 i )` \ i / ! Sst�• ��. Vtii®RK ROW 12 K • ` t OB p J�2 % ,J-► t—.------___.____— ,_. __.____________ ___ ___ — y_---__------_--_ A ��___. : s� ___ � __ ' . �AWL�+6�D .. f Z F �S 4LI, lop, DO -OR FUTURE 16 tS (2) TYPE III BAR 'ES �' i i i _- = __ __ - _ _.. _. - - - _ t— - _ - 40, 01JTLOT 1 Q �'I 1 ,\ I \, \ / I i 4$W2.39 A�* (2) X 48"`i i C • j //✓// s f \<. L f/ ENDKEE •�' �(% / % ( // 48" X 24" ROAD TORK _ !� 1 0t t ��' `y �,` 'i/�t ( \ DRUMS 35' C-C WITH , .. �/ ( I NNN O h \ ` `�� �\� rf • f VERTICAL PANELS VP-IR) / !� ' ' O !\ \ --- • '•1 AND WARNING LIGHT % / I co Ay Removable Short Term j \� FW4-2R '�, Pavement Marking (Tape) 040 _ / _� jr f*1 48 X �48" / Double Yellow ® /% // ;''' I CA \ \ \ IIAHEADI� ROAD, MORK mar 35' C-C WITH O ` \ �' `/' 1 AG;11® I VER �ANENG LS VP-IR \ )� •o STORE 11,50 „ I, \ {r ` ,,� '�` `� � AND ; LIGHT #+� SITE X ` ` �` ;��' 46 X '4°8 r / ! �- C-195—SGL—OL 4a" x 4$ \ `, ' `� ��.• / O f , ;� f '�• V/GARDEN CENTER S.F.-138,419 + I ,' ��� �� END G20-2a _ r X 41» ROPOSED S.F. 200 267— F- % ;%� 48 X 24 :\ �:��. • 48 x 48 L•i.i ROAD l�ORK f✓cj! » » — i 1 : ' --- (2) TYPE 111 BARRICADES '�� RDEN CENTER S.F.=9,462 _ O � ;',���� (— _ V F 1 TXPE III BARRICADE ` R T, STORAGE, GARDEN CENTER , I ,� - N OPEN CUT STREET + ___ ,� W � D RETAIL S . F . = 2 6 3, 616 �- I I _ FOR UTILITY Removable Short Term i f �� INSTALLATION ! 4• '� E�® FW4-� — ,}. f �, ti / Pavement Marking (Tape) G20-2a" ROAD WORK `� 48 X 48» F . F . E . — 2 7 4. 6 0 ;�; I� /r�; Double Yellow 48 X 24 , OA o - DRUMS 35 c-C WITH 4 / 30" X 12" ® ; VERTICAL PANELS (VP-IR) / AND WARNING LIGHT ' K -AP f,ti«. I (2) TYPE III BARRICADES O 70- C-C ..: ', • y s, r• 6.',."�' . r 36 X 36 � ,(2�✓CONC. RA R%,t ' / / j � -OPEN CUT STREET lI VAC` , / OR UTILITY-01 'C� rR®A® ~ �~ ~I ` \ \ s ��;�:i-.w�;-=;� . t�.�=.� ���a �..,-��L___� ~ �, �' INSTALLATION ®RIN `�` �J { ` ` 1� Y 0 •..•,, LEGEND AHEAD \ ,�— ,a, (g B W--`` �- \ / .. �! = \ .- DRUMS 20' C-C WA11i CONTRACTOR SHALL DIVIDE OPEN CUT - \ ,y `` `. , _ C �, -- .�I� •/ VERTICAL PANELS (VP-IR) Cg20-1D» .ry �` \� \ , ,• !� r /' �� �* l { j �(I� I �' AND WARNING LIGHT CONSTRUCTION INTO AND B 48 X 48 `\ l \ :\\ ` .I y �,... ; i . M y'' O 40- C-c �A L_-- --__ - _ _ _ _..__ __._. _. _ _ .,% \`�• • �' ' Q �''" + TO ALLOW FULL TIME ACCESS TO Removable Short TermREVIEWED FOR OPEN CUT STEEL PLATING -TYPE III BARRICADES f � Pavement Markin a e \. \tip ` \ , __ -•.� %'_ / { / f �'' F Double Yellow p)COMPLIANCE ADJACENT DRIVEWAY ACCESS- �_ — — —� \ \.\ af/ ---��ALL OPEN CUT TRENCHES SHALL BE COVERED WITH STEEL��` Ss � 1' , f� ��- ( �'�---� �''' �•� f' (3) TYPE III BARRICADES JUL 0 7 2009 J PLATING AS PER DETAILS ON THIS SHEET WHEN THERE IS NO THE CONTRACTOR SHALL NOT BLOCK TRAFFIC FLOW INTO ANY ADJACENT WORK BEING DONE FOR A PERIOD OF MORE THAN 4 HOURS. DRIVEWAYS DURING CONSTRUCTION. — \ may` c,; g `� \\�� ,'� r''� e� -'` LL STEEL PLATING SHALL BE PLACED ON ALL OPEN TRENCHES '`~ 2 TYPE III BARRICADES •� �' "� / `� �'` /''' COENS�ERAN ON DURING OVERNIGHT HOURS. / O / I ' f (3) TYPE-�ILBIIRRiCADES'ti M io I / �/., •/- OPEN CUT STREET f' 000 MIN. 6" HMAC\.• FOR UTILITY .% EXISTING SEAL COAT/ � �- '.l '" "' i /� STA" ON - ' HMAC �� -� / �A \ 11 a SAW CUT "� .\ _ \, jlY� /1f - - N „ �.? 0 NOTE: AN ASPHALT OVERLAY MAY BE NECESSARY H 7 TO ,� f r ,,. ` DRUMS 35' C-C WITH •r �•••••ti:.� �w » � MAINTAIN THE INTEGRITY OF BROTHERS BOULEVARD. TO � ' COMPACTED CEMENT-11' ''�• ''' f ` ►"... 12 BE DETERMINED BY THE CITY OF COLLEGE STATION, J ®i i VERTICAL PANELSVP-IR) STABILIZED SAND. :�;F'i k''•yi'i'• ENGINEER. C, v �, i AND WARNING LIGHT(2) TYPE III BAR i;I ES �' �� '� .� # O 70- C-C LJ -IF' LAM / .« • � Removable Short Term r r.. . f.. . {�:ra r / • � � Pavement Marking (Tape) ; ., . r.• n . SEE BEDDING DETAIL FOR '�p,� (2) TYPE III BARRICADES Double Yellow APPROPRIATE PIPE TYPE • / GRAPHIC SCALE 0 o UNDISTURBED SOIL VARIES �`� ; ! ' � � 50 0 25 so 100 200 E OPEN CUT SEAL COATS q R4-� . •O ! , 24 X ���H� ( IN FEET ) OVERLAY STREET ry`j �' ,r;' DRUMS 3W C-C WITH 1 inch = 50 ft. jST4—P:1]fo.. � -.� �ANo W PANELS q O » a e r V o c t'V 00 h Ln oszc M tl� M M � o U_ r O •VAN o ._ V) = M . < ��Ln ILA vil� LLj • • Cie V co o- LL D o M r) 00 VI cid X Zr I-- C 4 tA of TF�s JOE GRASSO• •• •• 73285 a : * wce . -. h C 0 E G K L N Mtv 0 01 00 o;: N C g =� jYmE gM 0 c �7J0 0 a. L/ 2 3 4 ( 5 6 7 8 1 9 1 10 GENERAL NOTES Drums and all related items shall comply with the requirements of the current version of the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). Drums, bases, and related materials shall exhibit good workmanship and shall be free from objectionable marks or defects which would adversely affect their appearance or serviceability. After drums and other traffic control devices are placed, the work zone should be driven through both during the day and after dark to be certain that these devices are functioning as intended. PLASTIC DRUM - Prequalifed plastic drums shall meet the following requirements. GENERAL DESIGN RE Plastic drums shall be of a two-piece design; the "body" of the drum shall be the top portion of the drum and the "base" shall be the bottom of the drum. The body and base shall lock together in such a manner that the body separates from the base when impacted by a vehicle traveling at a speed of 35 km/h or greater but prevents accidental separation due to normal handling and/or air turbulence created by passing vehicles. Plastic drums that have been in use for more than two years generally do not have enough locking strength to prevent accidental separation. Plastic drums identified for replacement by the project engineer, inspector or their designee shall be replaced within 24 hours with an approved device. Plastic drums shall be constructed of lightweight flexible, and deformable materials. Use of metal drums or single piece plastic drums as channelization devices or sign supports shall not be allowed. Drums shall present a profile that is a minimum of 450mm in width at the 900mm height when viewed from any direction. The height of drum unit (body installed on base) shall be a minimum of 900mm and a maximum of 1100mm. Drums shall be tapered to allow nesting of a minimum of 5 drum bodies for ease in transport. The top of drum shall have a built-in handle for easy pickup and shall be designed to drain water and not collect debris. The handle shall have a minimum of two widely spaced 14mm diameter holes to allow attachment of a warning light, delineator reflector unit or sign. The exterior of the drum body shall have a minimum of four alternating orange and white retroreflective circumferential stripes not less than 100mm in width nor greater than 200mm. Any non-reflectorized space between any two adjacent stripes shall not exceed 50mm in width. Bases shall have a maximum width of 900 mm, a maximum height of 100mm, and a minimum of two footholds of sufficient size to allow base to be held down while separating the drum body from the base. Plastic drums shall be constructed of ultra -violet stabilized, orange, high -density polyethylene (HDPE) or other approved material. Drum body shall have a minimum unballasted weight of 3.5 kg and maximum unballasted weight of 5.0 kg. The wall of the drum body shall be a minimum of 1.75mm in thickness. Weight of any drum supplied shall not vary more than 0.25 kg from that of the prequalified sample. Drum and base shall be marked with manufacture's name, model number, and year and month of construction. RETROREFLECTIVE SHEETING The retroreflective stripes used on drums shall be constructed of retroreflective sheeting meeting the color and reflectivity requirements of Departmental Materials Specification D-9-8300: Flat Surface Reflective Sheeting, Type C unless otherwise specified in the plans. Drums used only during daylight hours may use any type of sheeting meeting the color and retroreflective color requirements of Departmental Materials Specification D-9-8300. The sheeting shall be suitable for use on and shall adhere to the drum surface such that, upon vehicular impact, the sheeting shall remain adhered in -place and exhibit no delaminating, checking, cracking, or loss of reflectivity other than that loss due to abrasion of the sheeting surface. Existing pavement marking lines and symbols shall be removed as to not materially or structurally damage the surface or texture of the pavement. A motorized abrasive device shall be utilized to remove existing markings. The contractor shall repair any damage to the pavement at no expense to the owner. The pavement surface shall be left in a condition that will not mislead or misdirect customers or motorists. Pavement marking removal within public rights of way shall be completed in accordance with the regulatory authority having jurisdiction and their specifications. 3"R 2" 1 1/4" D \ © 2 1/2'� LOS IcP% CW20-5R 48" X 48" z% Border and Arrow - Black �`P4 Symbol - Red Border Band on White Background (Refl) Background - Yellow Reflective 450 min. 12" 1 7/8"R SW3-2a 48" X 48" Top should not allow Handle 14 dia. (typ.) for mounting [_ p i✓ �Y�, i&%gM8bris 100 max. 100 min. • • 200 max.(typ.) White retroreflective 100 min. Type C sheeting 200 max.(typ.) alternating with orange Type C retroreflective 50 max. (typ.) sheeting. Stripe pattern may be reversed. All drums used in succession shall • have same stripe pattern. o o -� E- 1.75 max. 0 o Taper to allow for stacking a minimum of 5 drums Base (900 dia. max.) Color sequence of reflective sheeting may be reversed. GENERAL NOTES FOR TYPE III BARRICADES Type III Barricades are to be used at each end of construction projects closed to all traffic. Barricades extending across a roadway should have stripes that slope downward in the direction toward which traffic must turn in detouring. When both right and left turns are provided for, the chevron striping may slope downward in both directions from the center of the barricade. Striping of rails, for the right side of the roadway, should slope downward to the left. For the left side of the roadway, striping should slope to the right. Identification markings may be shown only on back side of barricade rails. Maximum height of letters shall be 1 inch. Barricades shall not be placed parallel to traffic unless an adequate clear zone is provided (see BC(1)). Barricades shall NOT be used as a sign support. TRAFFIC NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN TRAFFIC LANES ACCORDING TO THE TRAFFIC CONTROL PLANS. 3. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS, AND OPEN LANES FOR NORMAL TRAFFIC FLOW. 4. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF "TRAFFIC CONTROL PLANS" DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONSTRUCTION DRAWINGS, HE/SHE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT AN ALTERNATE SET OF PLANS WITH THE ENTIRE APPROVED SET OF DRAWINGS TO PLAN REVIEW SECTION FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. 5. CONTRACTOR MUST SECURE "LANE/SIDEWALK CLOSURE PERMITS" FROM CITY'S OR TxDOT'S TRAFFIC MANAGEMENT AND MAINTENANCE BRANCH BEFORE CLOSING A LANE/SIDEWALK. THE REQUEST MUST BE MADE AT LEAST THREE BUSINESS DAYS PRIOR TO THE DATE FOR WHICH THE CLOSURE IS SOUGHT. NOTE THAT WORKING HOURS MAY BE RESTRICTED OR THE REQUEST MAY BE DENIED. CALL THE CITY OR TxDOT FOR AN APPLICATION. 6. THE TRAFFIC CONTROL PLAN HAS BEEN DESIGNED TO HANDLE TRAFFIC IN AND AROUND THE WORK AREA. IF THE CONTRACTOR CANNOT CONTROL TRAFFIC TO THE SATISFACTION OF THE OWNER, THE OWNER MAY REQUIRE THE CONTRACTOR TO USE UNIFORMED OFFICERS WITH OR WITHOUT MARKED VEHICLES AT THE EXPENSE OF THE CONTRACTOR. 12 13 14 15 16 17 18 15" 15" 1 3/8" 7/16" Holes 48„ 5 5/ 6++ 15" 18 5/8" 5 5/16" if 5 5/16" 18 5/8" 5/1 5 5 16" c� 15" 5 5/16" FW4-2R FW4-2L 48" X 48" X\ R 1 L 16N�A 6 � Sti1 'W6-3 ' X 48" tioraer - imacK Background - Orange Refl. %jam/%j ' of I u. ■rAF/I/Ar/Ar/1'M/ANWAU VI i/ tY11LL-1R11 AL111G11G1 Stiffner may be inside or outside of support. 3"R 211 1 114" ROA D 2" reduce spacing sr&,1 40% CW20-1D 48" X 48" 7 R=1 1/2" 30IN --IF 2„ 811di n 3/8" t ' OFTT 4„C 3/4" v 1 1/2" VA4 211 24 Nk 48" 3 3/4" 6" 3 3/4" 6" 4 1/2" 1 1/2"R Letters - Black G20-2a Border - Black 48" X 24" Background - Orange Refl. 7„ 4" 7" 4" 7" 30' R=1 1/2" „,,, 3" D 5„ D 1" 5/8" R=1/2 51/4' 0° 7„ No 1 11 " 7" 2 5/8' 14 1/4" R CCT [q U 5" D 3" R4-7b Letters - Black Symbol - Black 24" X 30" Border - Black Background - White Refl. 2 1/4"R 7/32 16 7/8" 7 1/2" 5/32" 5 1/4" 7 7/8" 7 1/2" 12 3/8" 1 1/2" 1 1/11" 7/8" 5 1/4' 3 15/16" 4 ECW 1-4L 36" X 36" The alphabets and lateral spacing between letters and numerals shall conform with the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways", latest edition, and any approved changes thereto. Lateral spacing of text shall provide a balanced appearance. All materials shall conform to Department Specifications. Colored legends shall be applied by screening process with transparent colored ink, transparent colored overlay film, colored sheeting or combination thereof. Black legends shall be applied by screening process, cut-out vinyl non -reflective decal sheeting or combination thereof. Check table for sheeting type if used. Sign blanks shall be any material that meets the DMS requirements for permanent sign substrates. WORK ZONE SHORT TERM PAVEMENT MARKINGS DETAILS SINGLE SOLID NO -PASSING LINE or CHANNELIZATION PAM&B� LINES LSE 4" Double Yellow If raised pavement markers are used to supplement REMOVABLE short term markings, the markers shall be applied to the top of the tape at the approximate mid length of the tape. This MINIAM Removable Short Term allows an easier removal of raised markers and tape. 24'-25.5' Pavement Marking Raised Pavement Marking 20'-6" REVIEWED FOR COMPLIANCE 0 * For dimensions of components refer to TxDOT approved I PAVEMENT MARKERS (REFLECTORIZED) products list. TxDOT NOTES 1. CONTRACTOR TO CONTACT TxDOT AT (979) 778-9600 AT LEAST 48 HOURS PRIOR TO WORKING IN NOTES: THE RIGHT-OF-WAY. 2. LANE CLOSURES ARE ONLY ALLOWED FROM 9:00 am TO 4:00 pm MONDAY THROUGH FRIDAY. 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT STRIPING ALONG BROTHERS BOULEVARD IN THE AREA SHOWN TO HAVE 3. LANE CLOSURES ARE NOT ALLOWED IF PAVEMENT IS WET OR ICY. SHORT TERM PAVEMENT MARKINGS PUT IN PLACE ON THESE PLANS. 2. SHORT TERM PAVEMENT MARKINGS WILL BE PREFABRICATED MARKINGS (STICK DOWN TAPE) UNLESS 4. CONSTRUCTION WORK WITHIN THE STATE'S RIGHT-OF-WAY MUST BE SCHEDULED FOR MONDAY OTHERWISE SPECIFIED ELSEWHERE IN PLANS. THROUGH FRIDAY DURING DAYLIGHT HOURS. 3. SHORT TERM PAVEMENT MARKINGS SHALL NOT BE USED TO SIMULATE EDGE LINES. 5. THE PRIMARY CONTRACTOR IS RESPONSIBLE FOR KEEPING THE STATE ROADWAY FREE OF MUD, 4. DIMENSIONS INDICATED ON THIS SHEET ARE TYPICAL AND APPROXIMATE. VARIATIONS IN SIZE AND HEIGHT MAY OCCUR ROCKS, AND OTHER DEBRIS. IF THE HIGHWAY BECOMES UNSAFE FOR TRAFFIC BECAUSE BETWEEN MARKERS OR DEVICES MADE BY MANUFACTURERS, BY AS MUCH AS 1/4 INCH, UNLESS OTHERWISE NOTED. OF DEBRIS FROM THE CONSTRUCTION SITE, THE CONTRACTOR MUST CLEAN THE ROADWAY 5. NO SEGMENT OF ROADWAY OPEN TO TRAFFIC SHALL REMAIN WITHOUT STANDARD PAVEMENT MARKINGS FOR A PERIOD GREATER IMMEDIATELY AND SUSPEND WORK IF NECESSARY. THAN 7 CALENDAR DAYS. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING SHORT TERM PAVEMENT MARKINGS UNTIL STANDARD PAVEMENT MARKINGS ARE IN PLACE. WHEN THE CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF STANDARD PAVEMENT MARKINGS, NO SEGMENT OF ROADWAY SHALL REMAIN WITHOUT STANDARD PAVEMENT MARKINGS FOR A PERIOD SPACING FOR CHANNELIZATION DEVICES GREATER THAN 7 CALENDAR DAYS UNLESS WEATHER CONDITIONS PROHIBIT PLACEMENT. STANDARD PAVEMENT MARKINGS SHALL 1. PLASTIC DRUMS ON MERGING TAPER @ 20' C-C WITH CHEVRON SIGN @ 40' C-C AND TYPE "C" WARNING LIGHT (FOR BE PLACED AS SOON AS WEATHER PERMITS. OVERNIGHT CLOSURE). 2. PLASTIC DRUMS ON DOWNSTREAM TAPER @ 35' C-C. REMOVABLE - PREFABRICATED PAVEMENT MARKINGS 3. PLASTIC DRUMS ON TANGENT @ 35' C-C WITH VERTICAL PANEL @ 70' C-C AND TYPE "C" WARNING LIGHT @ 1. PREFABRICATED PAVEMENT MARKINGS SHALL BE A MATERIAL OF MANUFACTURE AND PRODUCT CODE OR DESIGNATION SHOWN ON 70' C-C (FOR OVERNIGHT CLOSURE). LIST OF APPROVED MATERIALS COVERED BY MATERIALS AND TESTS DIVISIONS SPECIFICATION: D-9-8241. 4. PLASTIC DRUMS IN FRONT OF CONSTRUCTION ZONE @ 20' C-C WITH VERTICAL PANEL @ 40' C-C AND TYPE "A" i JUL 0 7 2009 COhONE EERAQOId WARNING LIGHT @ 40' C-C (FOR OVERNIGHT CLOSURE). 5. CONCRETE TRAFFIC BARRIER (C.T.B.) OR LOW PROFILE CONCRETE TRAFFIC BARRIER (L.P.C.T.B.) WITH REFLECTORS @ 10' C-C IF PAVEMENT DROP IS MORE THAN TWELVE INCHES. 7 FFOC CGH7RGL 1D[E7A0L3 ice\` • a 4. l i I V � C N � Vol Ln Z M (1) X S it0 U Z •� o N p O •- 0 Q to CO oc Q � Ln V �n LU OC G u. �- �.n o0 00 0 ti cti X F- e c • e +J UI Q OF 77111 �1 'go • �� ................................. ................. JOE GRASSO ................................. � c i 3285�� • si N Q ap W O = J 00 W)U �z 0 0 0 • W oc 0 in Z W 11.-� UZ wW Wa. O ,� 0 CA CO Co �W a <CW �WJ �CO d0 Qo �. 0 s cv 2 3 4 ul X0 C Lol 5 6 &Alo> 'goo" 7 1 8 9 1 10 1 12 13 15 1 14 i 1 1 r17 18." I I zn\ Y6 F�l <7 r, vow X -96 r7 GE MILL MSTING-AWHALT FOR TRANSIT! WHEN OVERLAID. TRANSITIPN-\SHALL, BE FRC AH 0TO I MIN. IN 15. DART ` J J i rl Jj \t "A 9,/ \�: i ` I > r-'053 T AN 1 rl r_r I . ) Ss F' EMOVE ANJY �� REPAIR".X 3' 4z AND REPAIR UTILITY TRENCH E < INSTALL TO HEAVY DUTY ASPHALT'SECTION 61, rj wp, j Yl iL L�rF 'i NECON ENT IN Nl, I SIL-AMANNDS ARD '_F_ r1s, I "AVEMENT F LOT I G rG AND RES UBDMSION PLAT BLOCK14C WOOD VALLEY SECTION 19 VOL. 910, PG, 583 O.R.B.C.T. H R L m 5 CTOR SHALL NOT AT ANY TIME HAVE BOTH CES CLOSED TO TEXAS AVENUE ORL6NGMIREDRIVE. RTH DRIVE ACROSS THE FRONT OOTLOTS, CHURCH'S 4 AND SCHLOTZSKY'S RESTAURANTS SH41-L. BE KEPT ATION AND ALLOW ACC SS. -TO BOTH/BUSINESS'S. IF IS DISRUPTED THE CONTi'RACTOR114HALL INSTALL I tMtJOHARY SIGNAGE AND ESTABLISH DETOUR ROUTE TO ALLOW ACCESS TO BOTH BLfSINESS'S'AT ALL TIMES. THE CONTRACTOR SHALL KEPT TO A,Jlll`NIMUM ANY DRIVEWAY BLOCKAGE/CLOSURE.S`ON THE,ABOVE MENTIONED RESTAURANT SITTES AND SHALL NOTIFY THE RESTAURANT MANAGER ANR.ME WAL,M4RT CONSTRUCTION MANAGER OF I ANY ANTICjPATED CLOSURES AND TIME LINES. LOT 5R RESUBDIVISIONPLAT LOTS 2R, Q AND 5R BLOCK 14C SOUTHWOOD VALLEY SECTION 19 VOL. 1006, PG. 155 O.R.B.C.T. 41L3 lb N88*55'04"E 118.76' woo LOE--i— OVE AND REPAIR z EXISTING CONCRETE 0 3'X4s EMOVE AND REPAIR a:=;.-- ` /' EXISTING CONCRETE X4 CD r 5#X6* /REMOVE AND REPAIR 400 !i ` Ktt r ` t`` rj! EXISTING 17NG CONCRETE X' •- �� m 3 Ps F_. FUTURE CONCRETE AND D-'FKWAI �EP AJ --J REMOVE E)(ISTING ('311 REPLACE FOR TRANSITION WHEN O UTLOT -2 0 OVERLAID. TRANSION SHALL BE • 0) FROM 04 TO Z Cn `' ® 111XI61 U qq Ac SEE DETAIL SHEET Pv_ A, 3 av - ------------ C3 J NN 2 r-j_. T", SAWCUT AND REPAIR UTILITY Tl TRENCH INSTALL AS HEAVY DUTY <k> Ny, D N ISITI .1 1-1 NCR MrJ LA;ID rj X EJ cc RO 0 \-N v . "REP X15 ... fill f AND i'� w"v) '�CAINGPA ENT TO IZW' IWA THAN THE -R X3V EXISTING GRATES. 140T DISTURBANLETS"OR S." tl VFW U- b TREK ..... N I ND I CCKN OF . .. ............... EM . ................ REM VE REP R C X9 OVE AND > mA N\r _hA REP '' jb& 4 71 % 0 LOT 4R MINIMAL AREAS OF PAVEMENT FAILURES, REPAIRS AND/OR RESTORATION SHALL INCLUDE SAW CUT, REMOVAL AND NEW OR CONCRETE INSTALLED TO MATCH OR EXCEED EXISTING PAVEMENT SECTION AND/OR PAVEMENT DETAILS. ALL INTERFACE BETWEEN EXISTING AND REPAIRS SHALL BE DOWLED AT 18" O.C. WITH Y2" DOWEL DRILLED 6" INTO THE EXISTING CONCRETE. SEE CONCRETE REPAIR AND JOINT DETAIL. REPAIR AREAS SHALL.BE REMOVED AND REPLACED AS PER PLANS, SPECIFICATIONS AND PAVEMENT DETAILS. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ADDITIONAL AREAS OF CONCRETE PAVEMENT THAT OCCUR DURING CONSTRUCTION ACTIVITIES AND/OR APPEAR/DETERIORATE IN ADDITION TO WHAT IS NOT SHOWN ON THESE PLANS. TRANSITION PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY CONCRETE PAVEMENT SECTION HE AVY DUTY CONCRETE PAVEMENT SECTION 2" ASPHALT OVERLAY 0 EXISTING CONCRETE PAVEMENT TO REMAIN BEHIND BUILDINGS EXISTING CONCRETE PAVEMENT TO REMAIN AT NORTHWEST AREAS OF SITE IN FRONT OF THE PROPOSED RETAIL/STORAGE BUILDING. NOTE: SEE SHEET PV-2 FOR PAVEMENT REPAIR AND REPLACEMENT NOTES. 0 rl EMOVE AND Otop m REPLACE 2' %\ A EMOVE Ed&'VL AND OO CO EP CE 15' ' CE 1 14s REOIA 0 STORE 1150 '-' `� ;i 3 '.".'.".l .......... . .. 7.7 .......... —REMOVE EXISTING CONCRETE AND ............ . REPLACE FOR TRANSITION WHEN -' P C—195—S G L —OL OVERLAID. TRANSITION SHALL BE FROM ......... .. : ... Or TO 2' LOWER THAN PROPOSED EXISTING W/GARDEN CENTER S. F. 1 38,419 ......... I GRADES. SEE DETAIL, SHEET PV2 -=� = 3� .......... PROPOSEDF=,?nn 267 .......... : - how ........... GARDEN CENTER S. F. 91462 WAL—MART, STORAGE, GARDEN CENTER j AND RETAIL S.F.-263,616 ...... `� cv+ OF.F.E.�::� :` � -- - - �- �, _«��'.:-„ 274.60 . ....... . .1 .. ............ . .................... .. ........... ....................... ... ................... �Z' ... .... ........ . . ................ . -A" SEE NOTE #4, SHEET PV-2 FOR o i"' I . ............... ........... . .................................. CONSTRUCTION AT DOCK AREA ................................... ....................................... . D ........................................... S .............................. ......... . 71- o 0 0 `0 vY--0 �L �J' 0 .............................. V., V C NC. A H ....W . .... EPAIRS -IN'-k O.W. PER CITY DETAIL H P ............. . .................... -ST4 -01 SEE DETAIL. SHEET ho y. ff. 0 , ;F 0 Imll., - - v 4 L�o ". %': � -r -0- 0 ............. i, ..y VZ1 .......... .............. .... ......... i. AWCUTAN6�REPAIR UTILITY TRENCH_ IN KIND THICKNESS 0 Z OF.... . ..... .. . . . ... ... ... .. ... .. .. .. ... ... ... . .......... ........ . . ...... ............... ............................................ ... ............................................. a ... ... ... ... . . ... ... ... .. ... .... ... ... ... ... ... ............................................ 0 W i. p 0 0 RE C( 'o J *0 "'000or 0' 0 "all 0 JUL 0 7 2009 0 E0AIRS IN R.O.W. TY DETAIL PER.lw 00• �V' sr 7 ,, -SHEET TC-1. ST4-01 SEE DETAIL; COLLEGE STA'r V� '� \ Z �ofj Z ooel F TUR�E U OUTLOT 1 4�� • r . :, \� 239 Ac. r�\ y � t�:, 41 r) 1-9 V M7 R PAOR AMD LAC M R7 PLAH j A Qj� GRAPHIC SCALE .0 0 25 so 100 2( IN FEET 1 inch = 50 ft. V_ U C r-1 00 :5 rn V) Ln 0-1 (1) 5� 2 ns c cd Z 0 0 < Ln v) V_ Lu 0.9 -C o cC U O 0 Ln tA i-Z E OF ow GD 7kp ft, JOE GRASSO .................................. 73285 (C) Fz a) a: 4< 005 0 00 Lo () cr) 0 0 w 0 w uj ac 0 LLI P 0. < Co CD aC 13C 0 MW cr) o 0 04 . � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A PAVEMENT REPAIR NOTES A u Ili E I r H 2 L a M 0 0 s 0 • i~ d E d W 3 �o � � o o ,► / 00 ;- _ c Y -6E at(L S -0 � ca 0 0, 1 x O 0 5 a 1) ALL REPAIRS AND TRANSITION PAVEMENT SECTIONS SHALL BE INSTALLED ON COMPACTED SUBGRADE TO 95% OF ASTM 698 OR ASTM D558 FOR CEMENT STABILIZED SAND. SUBGRADE SHALL CONSIST OF MINIMALLY 6" LIME STABILIZED SUBGRADE OR 6" CEMENT STABILIZED SAND. CEMENT STABILIZED SAND SHALL BE USED IN ALL R.O.W. AND EASEMENT AREAS AS SHOWN IN CITY DETAIL AND SPECIFICATIONS. ALL LOOSE MATERIALS AND/OR DEBRIS SHALL BE REMOVED PRIOR TO CONCRETE INSTALLATION. 2) ASPHALT PAVEMENT SECTIONS AND FINAL OVERLAY INSTALLATION SHALL RECEIVE PRIME AND/OR TACK COAT AND SHALL BE DONE IN A CONTINUOUS OPERATION FOR THAT PHASE, UNLESS OTHERWISE DIRECTED BY THE WAL-MART CONSTRUCTION MANAGER. EACH PHASE OF WORK (SEE PHASING SHEETS) SHALL HAVE THE FINAL LIFT OF ASPHALT INSTALLED (NOT LESS THAN I y" MINIMAL THICKNESS) AT THE END OF THE PHASE. ALL JOINTS BETWEEN PHASES OF WORK SHALL BE SAW CUT TO LEAVE A STRAIGHT EDGE BETWEEN PHASES OF WORK. REMOVE ANY INSTALLED TEMPORARY ACCESS RAMPS AND/OR TRANSITIONS BETWEEN PAVEMENT SECTIONS AND/OR SIDEWALK RAMPS. INSTALL ALL PROPOSED PAVEMENT SECTIONS AS PER THE DETAILS AND SPECIFICATIONS AS SHOWN ON PU-1 AND SITE PLAN SHEET C-I. 3) FOR THE UTILITY WORK DONE IN AND ALONG BROTHERS BOULEVARD, THE CONTRACTOR SHALL USE MEASURES TO ASSURE NO ADDITIONAL DAMAGE OR DETERIORATION TO THE EXISTING STREET OR CURBS. ANY DAMAGE POINTED OUT BY THE CITY SHALL BE REPAIRED. CONTRACTOR SHALL TAKE PHOTOGRAPHIC SURVEY OF STREET AND EXISTTNG CONDITIONS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE R.O.W. OF BROTHERS BOULEVARD AS EVIDENCE OF EXISTING CONDITIONS. A COPY OF THE PHOTOGRAPHIC INFORMATION (VIDEO AND PHOTOS) SHALL BE SUBMITTED TO THE WAL-MART CONSTRUCTION MANAGER FOR HIS RECORDS. 4) PHASE IV DOCK AREAS - INSTALL HEAVY DUTY CONCRETE PAVEMENT IN SECTIONS AND STRIPS WITH DOWELS AND/OR KEYWAY JOINTS WITH REINFORCEMENT TO TIE SECTIONS TOGETHER. USING "HIGH EARLY" STRENGTH CONCRETE ADDITIVE IN POURS, TO ALLOW ONE DOCK TO REMAIN OPEN AT ALL TIMES. INSTALL ALTERNATING STRIPS AND/OR AREAS TO WHERE DELIVERY TRUCKS CAN ACCESS ONE DOCK OR THE OTHER. IF A TEMPORARY SHUT DOWN OF BOTH DOCKS IS ANTICIPATED, IT SHALL BE PRE APPROVED BY THE WAL-MART CONSTRUCTION MANAGER AND THE STORE MANAGER PRIOR TO ANY DISRUPTION OF DOCK ACCESS. THIS MAY BE ALLOWED FOR A MINIMUM TIME OF A FEW HOURS IF APPROVED. CONTRACTOR TO SUPPLY ADDITIONAL MANPOWER, MATERIALS AND EQUIPMENT AT HIS/HER EXPENSE TO ACHIEVE UNLOADING AND/OR LOADING IF NEEDED. ALSO, THE CONTRACTOR SHALL ALLOW FOR TEMPORARY GRADE ADJUSTMENT BETWEEN EXISTING CONCRETE AND INSTALLED CONCRETE IN MULTIPLE PHASES OF THIS WORK. CONTRACTOR TO INCLUDE AND MAKE NECESSARY GRADE ADJUSTMENTS BETWEEN AND WITHIN OTHER AREAS OF PROPOSED WORK. CONTRACTOR SHALL MAINTAIN ACCESS FOR DELIVERY DRIVERS AND CUSTOMER TRAFFIC IN OTHER WORK AREAS AS WELL. THIS WILL INCLUDE TEMPORARY PLATING OF UTILITY TRENCHES AND INSTALLING ALL-WEATHER DRIVING SURFACES TO MAINTAIN THE OPERATIONS OF THIS STORE AND ACCESS TO THE OTHER BUSINESS'S AND BUILDINGS. DOWEL DIAMETER = 1/2" MINIMUM DOWEL DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8" CLOSED END NONMETALLIC 8' LONG EPDXY COATED SMOOTH DOWEL O 18' O.C. EXPANSION CAP, 3 1/4" INSTALL "X1" DEEF JOINT WITH BACKER MINIMUM LENGTH, SIZED TO ROD AND SEALANT IN AREAS THAT ARE INSTALL ENGINEERED PAVING MAT BETWEEN ASPHALT OVERLAY AND SECURELY FIT DOWEL NOT TO RECIEVE AN OVERLAY EXISTING CONCRETE PAVEMENT WHERE SHOWN ON PLANS. THE MAT INSTALLED SHALL BE A PRODUCT THAT MEETS THE REQUIREMENTS SHOWN SUCH SAWCUT AS MIAFI TRUPAVE ENGINEERED PAVING MAT OR APPROVED EQUAL. INSTALLATION SHALL BE AS SPECIFIED IN THE INSTALLATION REQUIREMENTS SHOWN C' •� `. AND/OR AS PER MANUFACTURERS RECOMMENDATIONS. SEE D14 AND J14 THIS SHEET. ~ TACK COAT FOR ENGINEERED PAVING MAT, SHALL BE HOT APPLIED. 1-1/4" MIN. `•":. � � � �`' CLEARANCE :�:. `.� � :: �'°�..•..'° .'..•,.,' PR©PQSE©'• PA-VEMEN;T:','i.y. EXISTING PAVEMENT s� BROOM, SWEEP OR VACUUM THE PAVEMENT BEFORE INSTALLATION. T =PAVEMENT THICKNESS THE PAVEMENT SURFACE SHALL BE DRY AND FREE OF DIRT, DUST MATCH EXISTING OR MINIMALLY MEET THE •: ;' AND GRAVEL PRIOR TO INSTALLATION. CRACK AND JOINTS IN THE STANDARD DUTY RIGID/CONCRETE EXISTING PAVEMENT LARGER THAN Y4 SHALL BE FILLED AND/OR PAVEMENT SECTION WHERE SHOWN AND 2 MINIMAL THICKNESS SEALED WITH APPROVED MATERIALS AS SHOWN IN SPECIFICATION HEAVY DUTY SECTION WHERE SHOWN ON 40 HMAC TYPE "D" SECTION 02751 CONCRETE PAVEMENT. SAW CUT, REMOVE AND REPAIR PLANS. ASPHALT OVERLAY ALL FAILED PAVEMENT AREAS SHOWN ON THE PAVEMENT REPAIR PLAN AND AREAS FOUND IN THE FIELD TO BE DAMAGED. REPAIRS CONTRACTOR TO INCLUDE AREAS OF SHALL BE INSTALLED AS PER THE PAVEMENT SECTION DETAIL EXISTING PAVEMENT THAT HAVE SHIFTED SHOWN .ON SHEET D-7 AND PER THE JOINT DETAIL ON SHEET D-4. OR SETTLED AND REQUIRE ADDITIONAL ASPHALT LEVEL UP COURSE (NOT TO Y EXCEED 1 "") TO LEVEL AND/OR FILL NOTES: AREAS THAT ARE LOW AND TO PREVENT 1. DOWEL BARS SHALL BE DRILLED 6" DEEP, 18" ON CENTER INTO VERTICAL FACE OF HOLDING AND PONDING OF WATER. ]II TifllCv.�ll; 1 f .1J1 �111;1111 ' I. .11111f �711��;�11_ lll_� 1D11.`�lllU;:_ III�_�II:II. EXISTING PAVEMENT BY USE OF A MECHANICAL RIG; CLEAN HOLES THOROUGHLY. ' ;,•:' :•.'' ';' ;. "• '`'m' ••; :'.:+ °;: ;;,: • ' ; :.. r :'.: ' ''j:' •::: t';; '� ♦ Y ••4 it .. �! }•''v°: ..4 . r•• t. '::..,. 2. DRILLING BY HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. — — — — — — — — 3. INSTALL EXPANSION CAPS ON THE FREE END OF THE DOWELS. — — — — — — — — — — — \—E 4. DOWELS SHALL BE ALIGNED PERPENDICULAR TO THE JOINT. EXISTING SUBGRAD XISTiNG CONCRETE 5. THE DRILLED HOLE DIAMETER SHALL BE NOT MORE THAN 1/8" LARGER THAN THE DOWEL DIAMETER. 6. PROPOSED CONCRETE PAVEMENT SHALL BE INSTALLED AS PER REQUIREMENTS SHOWN IN THE PAVEMENT SECTIONS DETAIL AS SHOWN ON SHEET D-7. K1 CONCRETE REPAIR DETAIL K7 2" ASPHALT OVERLAY DETAIL N.T.S. N.T.S. TOP OF PROPOSED 2" ASPHALT OVERLAY N 1 N.T.S. OF EXISTING PAVEMENT TOP EXISTING OF PAVEMENT SAW CUT PAVEMENT 1 /2"X12" DOWEL ® 18" O.C../T TOP OF EXISTING/ PROPOSED PAVEMENT AW CUT PAVEMENT TRANSITION DEPTH 2" OR AS SHOWI ON PLANS /20X12" DOWEL O 18" O.C. �N :�'S.i-��'•.<''+ eta'.' Sf '� ram. �''�'N''�'2••a.o?.'��y-'� '�� ;>5 #4 BARS ® 18" O.0 TRANSITION PAVEMENT SECTION SHALL BE BARS ® 18" O.C. IN —KIND ON THICKNESS AND ON 95% ASTM 698 COMPACTED SUBGRADE PAVEMENT TRANSITION DETAIL FOR OVERLAY AREAS DEMOLISH AND REMOVE EXISTING PAVEMENT THICKNESS SHALL MATCH REMOVED SECTION Lp•"„ y r f : OR MINIMUMALLY TO STANDARD DUTY RIGID PAVEMENT SECTION Engineered Paving Mat, TruPave or approved equal Engineered paving mat is a wet -formed fiberglass/polyester hybrid paving mat comprised of randomly dispersed glass and polyester fibers, bonded together with a resinous binder system. Engineered paving mat conforms to ASTM D 7239. Mechanical Properties Test Method Unit Roll Value, MD CD Tensile Strength ASTM D 5035 N150mm (lb/2 in) 200 (45) 200 (45) Elongation @ max load ASTM D 5035 % < 5 < 5 Melting Point ASTM D 276 C°(F� > 230 (>446) Asphalt Retention ASTM D 6140 I/m2 (gal/yd2) 0.86 (0.19) Mass/Unit Area ASTM D 5261 g/m2 (oz/yd2) 125 (3.71) i All test data shall meet or exceed according to Type 1, ASTM D 7239. All mat manufacturing procedures conform to International Organization for Standardization (ISO) 9002. D14 PAVING MAT SPECIFICATIONS N.T.S. Installation Requirements Surface Preparation • To alleviate the pickup of the mat on vehicle • Power broom, sweep or vacuum the pavement before tires, caused by the exposure to high ambient installing tack coat or mat. The pavement surface should temperatures or overspray of tack causing bleed - be dry, free of dirt and loose stones prior to installation. through, clean blotting sand or HMAC may be Fill all cracks 1/4" (.63cm) or greater with an approved required to be spread over the affected area. sealant material. Excess blotting sand and/or HMAC shall be • Repair failed pavement areas prior to installing. removed before the installation of the wearing course. Asphalt Tack After the installing, the pavement may be opened discretion. to traffic at the contraalled Always use neat or polymerized asphalt tack. Emulsions or • P The mat can be installed using a tractor, truck - sing art cutbacks are not recommended. mounted frame or by hand. Brooms should be • Tack temperature in the truck should be between 325- used to seat the mat into the tack and remove air 400°F (163204`C). • bubbles. An overlap minimum of 2" (5.08cm) longitudinally NOTE: Heating the tack coat above 400°F (2049C) i n the and 4" (10.16cm) transversely shall be used. truck will cause premature aging of the asphalt. Transverse overlaps should run In the direction • AC-20, PG64-22, PG70, AR8000, 60-80 penetration grade of the paving operation, and all overlaps tacked together. or polymerized PG70 graded asphalt should be used. For high temperature installations, high viscosity asphalt tack should be used. These include, but are not limited to; AC- 30, PG67--22, AR8000, 40-60 penetration grade or General Construction Notes polymerized PG70 graded asphalt. NOTE: Residue grades such as AR grades do not specify Minimum HMAC overlay thickness should be in Initial viscosity. Since the asphalt used In this application accordance with the Asphalt institute (Al) does not go through a hot mix plant, use of these grades guidelines. does not Insure proper viscosity of the asphalt. Bituminous NOTE: Minimum lift thickness should be at least materials specified for installation should have initial or un- 3 times the nominal maximum aggregate size to aged viscosity corresponding to the above grades. ensure aggregate can align themselves during Tack application rate is 0.20 gtsy, (,90 Vm2), but this may be compaction to achieve required density and also adjusted slightly to take into account the condition of the to ensure mix is impermeable. existing surface. • The width of the asphalt tack shall be the mat width, plus a Take care in unloading rolls of materials. The minimum of 4" (10.16cm). longitudinally on the overlap damaged if dropped. rolls can bMaterials should be protected from getting wet side(s). during storage and transportation. • When possible, do not allow vehicles to park on installation i$e5t Practices the mat for extended periods of time. This could cause damage to the mat. The mat shall be installed by unrolling in a clockwise or counter clockwise direction. • Any wrinkle that occurs during installation, I" (2.54cm) and larger, shall be slit and lapped in the direction of paving and pressed down into the tack coat. NOTE: Burning or torching of the mat to remove wrinkles should never be done. • To ease installations around curves, the mat can be placed in shortened lengths by mechanical equipment or by hand. • The mat should never be installed when wet or on wet pavement. • Turning of the paving equipment, trucks or other vehicles on the mat should be gradual and shall be kept to a minimum to avoid damage to the mat. 114 ASPHALT OVERLAY REQUIREMENTS N.T.S. REVIEWED FOR COMPLIANCE JUL 0 7 2009 CO��S�NE�S�AT�ON i ril%l�NT �z����nc� . ► N-� �� � air:, C tV M C/� en in a M 4-J Z 'V o o .�+ N 0 r M 00 ce N ' s {� �... tA W oG 4J W C a) = 0-v,0 Z 000 V Co 0- u. O � uT M tt3 H � C �e Vf Q 4OF P'�E ................................ 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J .o b.7 b.1 b e b 3 2 b3 b.4 b 2 b1 b0 b0 b0 ba ba ho'Uba ba 1 ba ba bA bA ba ba ba ba ba ho bA ba ba ba ba b1 b1 b1. b.2 b.4 b.9 1.8 b.1 t2.5 b.o 121 t2.4 t2.2 .7 t2.3 1t IM 12 ' .A b.6 .J .9 b.s 1s 1! b 6 b1 1 b.i b2 b2 b.! . ba ba ba bA ba ba ba ba ba ba h0 bA to b0 bA ba ba bA bA ba to ba h0 ba to b1 bi b.l ba b.6 1n t2.6 b.2 `6.1 t2 I rl I b-A -1 b' 9 + 2 RECYLING AREA b2 b2 .2 b2 b. b1 b1 b.l b1 b1 ho ba ba ba ba ba b0 ba ba ha h0 ba ho bo ba ba ba ha ba ho ba bA ba bo ho to b1 b1 -LE IS 1, to .7 ` 15 1.9 11 U t2.6 12.1 !!2 t2.3 b.6 t3 b2 b2 he b.2 b.i b.i b i Otis b.i b.t ho ba ba ho ba ba ba ba ba ba ba ba b.0 ba ho ba FV FV ba bA bA . ba ba ba ba ba ba ba ha ba ba ba b o bs bi b,2 bA ba 1s 17 t2.6 1.9 b.6 b4 10 1s 15 1s b.8 b3 51. bs bs b i , b1 b1 b 1 b1 ! 1 b1 ba . ba ha ba ba ba ba ba ba ba ba to bA b0 ba ba . ba b b1 b.4 $ b b1 b1 ho ho bs b.1 b.i bA b bi bi ! b1 ba ho ba ba bA bA ba ba ba ba ba ba by Maintained Footcandle levels at grade, GREENBRIAR SLAT BENS IESNA FULL CUTOFF ba ba ba ba ba ba ba ba bA bA ba ba ba ba to ba b1 b.! 02 0.4 Ms bs bA .. 0.4 b1 1 1 2 Calculation Summary ba ba ba ba ba ha ba ba ba ba ba ba ba ba ba ba b.1 b1 b1 b.1 to b1 b.! b1 b1 bi b1 b1 bi ba ba. ba ba ba Uba ba ba ho ba ba' ba ba ba ba ba ba ba ba bA 'ba b0 ba Label CalcType Units Avg Max Min Avg/Min Max/Min' FRONT DRIVE SUMMARY Illuminance Fc 8.42 1011 6.2 1.36 1.63 ba ba ba ha ba ba ba ba ba ba ba ba bA ba b0 ba bA bA ba bA ba ba bA ba ba ba ba b1 b1 b,i ba ba bA ba bA ba ba ba 1W ba ba ba ba ba ba ba ba ba ba ba ba ba ba ho ba ba MAIN LOT SUMMARY Illuminance Fc 6,57 1119 019 7,30 13,22 . . ba ba ba' ba bA ba ba ba ba ba ba bA ba ba ba ba ba ba ba ba ba ba ba ba ba ba ba ba ba as ba bA ba ba ba ba . blo ba be ba ba ba ba ba . ba baba ba ba ba ba ba ba ba ba ba Based on the Information provided, all dimensions and tuminaire locations shown represent recommended positions, The engineer and/or.architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents Illumination levels -calculated from laboratory data taken under controlled .conditions utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. 'Actual performance of any manufacturer's tuminalre may vary due to variation In electrical voltage,. tolerance In lamps .and other variable field conditions, Total Project Watts Total Watts = 64800 Luminaire Schedule Symbol Qty Label Arrangement No. Lamps Lumens Total Lumens LLF Description Total Watts 14 BV D180 1 120000 240000 0.750 GFR-540-1000-PSMV-F 39' POLE 3' BASE 2160 -� 1 CV. SINGLE 1 120000 120000 0.750 GFR-540-1000-PSMV-F 39' POLE 3' BASE 1080 9 FV SINGLE 1 120000 120000 0.750 GFR 3 1000 PSMV F 39' POLE 3' BASE 1080 2 liv I ROTATED 2 IN 90 1 1120000 240000 0.750 GFR 3 1000 PSMV F 39' POLE 3' BASE 2160 6 KV 3 @ 90 DEGREES 1 120000 360000 0.750 GFR-540-1000-I.DSMV-F 39' POLE 3' BASE 13240 i.-69Ft -.i tiITL LIGHTING f''�f� J i REVISIONS BY I , • o V N Ln Z M � � 0 0 0 :� N o Q ILA CO QPIS nLn V H LU 4-J 0 cv=s�o V m o- uG o O�� Ncz I X F. C � II OF T F+9`, ............... ...JOE GRASSO jo .,f,..73285..:'� i I Alp Go W � a Q O 0 0 U) U Cif 0 o mUm W Z W -- V Z W W wpm 0. F.-OO m CO CO O Q V Q T W W J 1 C Q O V N DRAWN i BP CHECKED JQ DAZE OV09/09 SCALE AS SHOWN /JOB Na � 001-402 Sir V9 L 02 OF 73 SHEEM e