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HomeMy WebLinkAboutConstruction Plans'a 4wf. w. m LOT 1 BLOCK 1 LAKERIDGE SUBD1V1S1�,,,�d,,.-,' ENGINEER: MITCHELL & MORGAN, L.L.P. 511 UNIVERSITY DRIVE E., SUITE 204 COLLEGE STATION, TEXAS 77840 (979) 260-6963 Firm #F-1443 4/11/11 VERONICA J.B. MORGAN ...................................... � 77689.. . .. ...... o' A COLLEGE STATION TEXAS y y > SITE:,/ I� ON ViCUllA' D� ZE HARVEY MITCHELL PW- SOUTH � 4c COLLEGE STATION CITY LIMITS N.T.S. I/lC/N/TYMAP (NOT TO SCALE) INDEX OF SHEETS COVERSHEET 01 SITE PLAN 02 GRADING & EROSION CONTROL PLAN 03 MISC. UTILITIES PLAN LS6 LANDSCAPE PLAN LS7 POOL PLAN D DRAINAGE DETAILS SW SIDEWALK DETAILS W WATER DETAILS S SEWER DETAILS E ELECTRICAL LAYOUT wrvER, w I E I smoo, %mA 'Em LlMITE :19 0. BC LIVING L.P. PARTNERSHIP 1 if 0028 TEXAS 77842 (979) 739-9944 f:,,l.EVlElAfED FOR COMPLIANCE APR 26 2011 f ,04 COLLEGE- 6 1 ATION ENGINEERING I EV I F kr D I- U K DEVEL-10'PiMENT SERVOES p �I "-put IIIIIIIIIIIIIININ PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 EX. 1,r T` VOL PG. iN REMOVE EXISTING STRIPING AND ='s. s. RESTRIPE PARKING I' "`EX., 15 ; STALLS P.0 E >, VOL. 9789, " I PG. 191 vvL. aioU, PG 91 EX. 10 P.U.E. GRADE SWALE TO REMOVE 2 FT OF EX. VOL. 9789, SITE PLAN DRAIN FLUME AND TIE REBAR TO,'._ PG. 191 .�� (-1% SLOPE MIN) NEW CURB & PAVEMENT. > PHASE LINE FLUME NEW FL=317.35 �� > (TMP) - 318 � .X ► SCALE 1 =20 I EX. 10' P.U.E. OL 9789, PG. 191 318 3 �i #4 Bars 0 15" O.C.E.W. 6 4000 PSI Concrete ��571LEGEND New Pavement Existing Pavement Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) Reinforcement (Epoxy per TxDot 5016) NTS FILENAME: canned-exist-pavemerrt.dwg PLOTTED: 24 Feb 2011 - 12:09 pm Saw cut to provide neat edge of existing curb. Leave 15" of rebar of the removed curb and tie it to the rebar of the new curb. CONNECT TO EXISTING CURB DETAIL NTS FILENAME: conect-curbAwg PLOTTED: 18 Sep 2003 - 11:50 am 000.00 WL r l � R=c 000.00+ Proposed T/P Elevation T/P = Top of Pavement PHASE 1D1 Required Parking = None - Accessory Use Property Line High Point Existing Grade Proposed Grade II, Proposed Sanitary Sewer Lines Proposed Water Lines Proposed Gas Lines Proposed Electrical Lines Phase Line xx.xxx Proposed T/C Elevation T/C = Top of Curb . . �,`... EVI j� 0 REOUIRED cvW11PLIAN P ` I C] 4'2' APR 26 -loll 0 +3' ' COLLEGE 1i�� SITE �. E r 21 HARVEY MITCHELL Pw• SOUTH COLLEGE STATION CITY LIMITS N.T.S. _ VICINITYMAP GENERAL CONSTRUCTION NOTES: 1. IItI shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities! Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 Tours in advance of any excavation. I a. Contact Dig Tess 0 1-800-344-8377 b. Contact Kimberly Winn 0 ATMOS 774-2506 j C. Contact Mike Lavender 0 Suddenlink 846-2229 j d. Contact Isabel Cantu 0 BTU 821-5770 e. Contact Mitchell Gas 0 779-4460 f. Contact Union Pacific Resources 0 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h. Contact Gllbert Ramirez 0 CSU (ELectrical) 764-6255 i. Contact Butch Willis 0 CSU (Water/Wastewater) 764-3660 2. A I construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2008, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City' Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. (French Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owners expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural j areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted.1 8. The Contractor must provide construction staking from the information provided on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may l be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of existing facilities. 13. The contractor is responsible for traffic control. This is not a separate pay item. I' 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain onsitei if (properly compacted in lifts and tested for density by geotech. These permanent fill areas will be identified onsite by owner. i 15. All 'proof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any, i public right-of-way or residential district within 150' of the subject lot, measured from point five feet labove grade. Such screening shall be coordinated with the building architecture and I scale to maintain a unified appearance. 16. All soil exposed by construction shall receive cellulose fibermulch seeding. 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum supply ((protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Statioh Utilities Director or his/her designee. 18. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development j l Ordinance. The (light source shall not project below an opaque housing and no fixture shall directly project light Horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC s stand (Per Fire Marshall). 21. All storm sewer and sanitary sewers being constructed with this site plan are private. 22. All Water Meters will be 3/4" unless otherwise noted. 23. All dumpster enclosures shall be 12'x12' interior clear space with no obstructions. SITE PLAN NOTES: --� 1. Name of Project: Lakeridge Townhomesh 2. Address: 1198 Jones Butler Road College Station, Tx 3. Owner: Lakeridge Living L.P. (+ j A exas Limited Partnership 4 ' P.6. Box 10028 College Station 77842 (979) 739-9944 4. Engineer: Mitchell & Morgan, L.L.P. �_ �_ , r eN 511 University Drive East, Suite 204 DEV kIiA � i College Station, Texas 77840 �� LI i�7ea, i PST �.. ( 5. Zoning:R-4 79) 260-6963 (Multifamily) 6. Existing Use: Undeveloped -Vacant Proposed Use: Clubhouse/Pool/Basketball Court 7. Setbacks: Perl City of College Station Ordinances j 8. Overall Site Area: 16.40 acres Phase 1 D Area: 0.72 Acres 9. Water Demands : Min.= 0.00 gpm, Avg.= 3.0 gpm, Peak= 12.0 gpm 10. Sanitary Demands: 2160 GPD Max., Min.= 0 GPD, Avg. = 1080 GPD 11. Overall Height) of Buildings: 39'-5" to top Ridge 12. Project Description Lot 1 R, Block 1 Lakeridge Subdivision -Site Phase 1 D 13. Abutting Parcel Owners: Arapaho LTD, Jefferson at the Zone L.P. j 14. Clubhouse Area = 4104 sq ft Pool House Area = 480 square feet 15. All !roof and Ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible' from any public right-of-way or residential district within 150' of the subject lot, measured from a point fi,,e feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a j l unified liappearance. 16. Exterior building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. This sit) 'does no lies within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO182 C. Effective date: July 2, 1992. i I i ,u T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY s UTILITIES STREETS SITE PLANS a SUBDIVISIONS www.mitchellandmorgan.com irm - 04/19/11 OF TF�q �P(E v ....................................... VERONICA J.B. MORGAN .................................... ,a';.p, 177689 '',t SS�ONAL•E�G t l 1 Imam o •• 04 m m � Cw a•°'° 0 p00 z 1~ L E�y O cn LL . N o- V ao x , u� O Q I �. co S� C C1, R v / ; O W g 011 PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 EX. PHASE 1-B rrcc EX PHASE'_ sSW 1 —A rl s REM S1 REST EXISTI P FLUME Saw cut to provide neat edge of existing curb. Leave 15" of rebar of the removed curb and tie it to the rebar of the new curb. f. 0 CONNECT TO EXISTING CURB DETAIL NTS FILENAME: coneci_curbAwg PLOTTED: 18 Sep 2003 — 11:50 am GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 0 New Pavement Existing Pavement Drill & Epoxy Proposed Reinforcement into Existing Proposed Reinforcement Concrete (Min. 9" Depth Drill) P (Epoxy per TxOot 5016) See Detail e 77 .. •�•,' a r' CONNECT TO EXISTING PAVEMENT DETAIL NTS FILENAME connect—e3dat—pawment.dwg PLOnM. 24 Feb 2011 — 12:09 pm CINDER BLOCK 1 PPP(oxP) FILTER FABRIC NOT TO COVER DRAIN INLET SAND BAG FILTER FABRIC #4 Bars ® 15" O.C.E.W. ARA.: 01 : ,. 10-1 HAY BALES a Y 1 k d ROCK 3/4 TO v SIZE 1-1 /2 METAL T-POST NOTE: AS REQ'D. TO MAINTAIN TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ram; T 1 Inch — 20 feet a` EROSION ONTROL ALONG DITCH SWPP1-01 Z�*,, EROSION CONTROL ALONG DITCH" 'r SWPP"1-01 ke. GRADE SWALE TO DRAIN (-1% SLOPE MIN) Property Line ••• •• High Point ...... . .._.._.. _.. ,.,_ ,.,. Existing Grade 000.00 Proposed Grade Ss Proposed Sanitary Sewer Lines W Proposed Water Lines --- ---grin - - Proposed Gas Lines - Proposed Electrical Lines Silt Fence 000.00+ Proposed T/P xx.xxx Proposed T/C Elevation Elevation T/P = Top of Pavement T/C = Top of Curb POLLUTION PREVENTION PLAN GENERAL NOTES MENAME GeneralNotes—GenConet—PPP—BCS.dwg GENERAL PLUM: 03 Sep 2007 — 1:57 pm 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. AS NECESSAR � 100 0 METAL T—POST ' `,AS REQ'D. TO MAINTAIN. 17 31 - - h - HAY BALE r REVIEWED CO.�IAC S' APR 26 2011 COLLEGE STATION I NGI EERING, EROSION CONTROL ALONG DITCH FSWPP1-01 I' *MINIMUM 12' SHALL BE FULL 2"0" WIRE MESH WIDTH OF SITE ENTRANCE FASTENED TO T=POST SEDIMENT CONTROL FABRIC 6" MIN. DEPTH STONE -yam_- ry OVARIES rv+- ' FASTENED SECURELYII TO (ASTM D448, 3" TO 100.. T-POST &' WIRE ME5H 5" DIAMETER) OVER 0� TO GEOTEXTILE FABRIC METAL T-POST 8 OF FILTER FABRIC tbl EXTEND °a�7 INTO A TRENCH AND BE ANCHORED WITH SAME SQUARE,.,...___' a� AS REQ'D. TO MAINTAIN. FOOTAGE. SPACED 6' APART` , WITH COMPACTED BACK FILL A ALLOW 2.5' TO 5' AT T e i SILT FENCE AND/OR OE OF SLOPE FOR SEDIMENT TO `z' 4 HAY BALES TO BE 4 ` ACCUMULATE. ALIGN IFENCE USED IN AREAS OF ALONG SLOPE CONTOURS. EXISTING STREET h y tr DRAINAGE FLOW 1 g ' NATURAL GROUND?DIRECTION OF EOW _ ._....1 .: �'_- fi�vir,f� +fll�Vll I NOTE: iiiwiiV�4„ 6 MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. - .-!`� STONE IS TO BE MAINTAINED 4"X4" MIN. TRENCH 4 E f F SO AS TO PREVENT 20" F CONSTRUCTION TRAFFIC f_$ GEOTEXTILE FROM TRACKING MUD ONTO ;• ADJACENT PUBLIC STREETS. , `/ r -s ?� FABRIC SECTIONA A SUBGRADE CONSTRUCTION EXIT SILT CONTROL SIL FENCE T ASSEMBLY C SS SWPP 1-00 "SWPP 1-03 I FSWPPI-02_ c, T.979.260.16963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CML ENGINEERING HYVRAULICS HYDROLOGY ; UTILITIES STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorqan.com irmF-1443 04/11/11 Of • TF-P. s ....................................... VERONICA J.B. MORGAN ....................................... o'•, p 77689 OOA,.. G1 'sJ SSiONAL ENG -;,3 o •- N m m J_ of C U,�u1 0 0 z O 4 L: O LL CW7 N L D N 44 L Q O U O N O O t� I � C) � W W � O O V � O ` O CLIJ^ v Q C^ W V g PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 P.U.E."�� 0.11 4� MJ 9 BEND 'A, In, N A 2 mi 22.5' BEND CLEANIOUT FINISH FLOOR -25 (max) GRADE (AS NEEDED) C NOUT PAVING t A, AS NEEDED) 7' �4,�,E 0 (IF NEEDED)l 'Iul,\ 3' �4 E (VARIES) CLEANOUT STACK 14"X1 4"X4* Al CONCRETE 4"x15 DIP OR PVC PVC -1.04% (min) B>END 4- PVC (ASTM SEE ARCHITECTURAL PLANS r)-;n-;A qnp-gp,) IMP f'nMTIMHAT1r)M nP A" GRADE (AS NEEDED) CLEANOUT PAVING jI (AS NEEDED) 14-Xl4-X4- CONCRETE CLEANOUT STACK DIP OR PVC Z 3554444.4 10200117.17 1j" gas line 4" PVC DIA. OF PIPE DIA. OF PIPE X= 3554458.08 SANITARY SEWER SERVICE INTO rs ON PLANS rSEWER LINE ON PLANS Y= 10200072.47��, - SDR-26) (ASTM D3034 THE BUILDING EWER LINE n EX. TYPICAL 4" SANITARY _T_ Q PROPERTY WYE 6" SANITARY SEWER 43 LINE SERVICE LINE SEWER SERVICE ­IEXISTING N.T.S. MIE'DUCA!"I ,n, I ;a ELECTRIC TWO CLEANOUT ONE WAY CLEANOUT ir gas"line LINE EXISTING" N.T.S. N.T.S. USE MAIN PIPE SIZE TEE AND REDUCER TO CONECT PROPOSED 4" PROVIDE GNS GAS."LINE 11 MO PVC PIPE LANDSCAPE DRAIN TO 'MAIN STORM SYSTEM METER (AT S) GRADE D"X4" PAVING % If (AS NEEDED) CLEANOUT (AS NEEDED) REDUCER . ............... 4" PVC PIPE ---- ------ EX. 3- PVC D"xD* (SDR26-ASTM 2665) TEE LINE CONNECT TO EXISTING 14% L GAS LINE_.(BY_A��MOS) (PHASE 1-C) X 3554465.86 14"X 1 4X4* CLEANOUT STACK---- Y= 10200001.41 CONCRETE EX. 4" PVC . b J\k; DIP OR PVC FIRE LINE 1 INCH FLOW NI �(PHASE 1-C) WATER METER DIA. OF PIPE EXISITN FENCE ON PLANS SEWER LINE EXISTIN 0 111 LANDSCAPE AREA DRAIN PARTIAL PLAN PIPE DETAIL SCALE 1 "=20' END OF LINE N.T.S. 2.0 L.F OF 4 PVC PIPE w 4" PVC WL 58.7 LF 3" WL FIRELINE N.T.S. E USE) (DR14 AWWA C-900) 4" FL=314.19 TEE ll PVC TEE 6" FL=312.17 6"FL=312.11 -- - - - - - - - - EX. SAN. SEWER _JB1 - SAN. -SEWER L 6" PRIVATE SERVICE (TYP) 24*x24" Junction Box ftftft I SERVICE (TYP) CLEAN OUT OF 8m PVC� 8" YARD GRATE B-SS SANITARY SEWER T/JB=318.50 TOP= 318.00 TOP= 316.25 SEE SHEET-S FOR 6" FL=312.18 PIPE (SDR26-ASTM EXA AN.i SEWER Bwx'45- 3.4-0 LF OF 6" PVC PIPE F '6* 2665) 0 -0.75% 45,�, BEND �.'�5 6 )=312.22 Bervd"-- �15.6 LF OF 8- Ill F 15" FL(in)=312.22 EMBEDMENT DETAIL FL=313.07 --(SDR26-ASTM 15* Fll -G1- SLOPE PIPE 'n§A�XR14RYn PVC PIPE IN OX "2 '65) 0 -0.50% SLOPE E SEWER V YARD CRATE 24*x24" Grate Box .._8w,__YAR1D �GPATE (SDR26-ASTM 2665) 18" FL(out)=311.97 1 2.0 L.F OF 4" PVC 10- PVC FL=314.18 PI 0" 2.0 L.F OF 4" PVC TOP= I Z-0.50% PIPE 0 -100% CLEAN OUT TOP=317.75 4" PVC FL=313.06 T/GB=316.00 8.9;2� P26-ASTM 29MI'VI tLO,PE EX. 6" SLOPE (CAP END PIPE 0 -100% I,Mmw, s-p il 6.25 TOP- 316.25 a-p cimm 8" Fl_=�3113.35 18" FL(in)=310.41 TEE FL=315.57 (SD GRATE, SANITARY FOR FUTURE USE) 94 -0.75% SLO 8* FL(in)=312. "SEW FOR FUTURE USE) Til 316.45 8- FL(in)=313.33 313.04' LINE 8" PVC FL 8" FL=313. 4" FL=312*118 PE EX. 6- PVC vc 9.90 LF OF 60 PVC P PE 18" FL(out)=310.31 -Alt CLEAN OUT TOP= 316.50 SS, FL=31 0. 2" LEA 41.18 L.F OF 6" P 4" FL=313.20 I 4- MJ EX. 4 ----- -- 2.0 L.F OF 4" PVC 6 PRIVA TE 4 SDR-26) �HDPE PIPE UT PIPE 0 - 100% Ill Bend FL=313.01 (ASTM D303 0 -0.25% SLOPE 22.5* 96.35 LF OF 18" e-s's 2.0 L.F OF 4" PVC 2.0 L.F OF 4" PVC BEND OF 4"i PVC .,PIPE 310 6"x4" TEE @ 1.04 CLEAN OUT (AASHT0 M294,,,,fYPE S) 'FL 75 1 SLOPE (CAP END PIPE 0 -100% PIPE 0 100% 1 SANITARY� SEWER ?0.84 L.F OF 6"FL=310.80 TOP= 318.00 50.5 LF OF 4" pvc W 4-Ift ='Nmm 4,0M -1.62%'SLOPE 4 -S FOR FOR FUTURE USE) SLOPE (CAP END SLOPE (CAP END SEE SHEET PVC PIPE @ TEE ,,,EX. 118" 4-M 6" FL=311.18 EMBEDMENT 7 ML- -G6- DL IL -9.41% SLOPE FIRELINE S TOR M SS 6"FL=311.12 4" FL=313.39 FOR FUTURE USE) , IL (DR14_AWWA'_b-900) i 8�HDPE 18 HOPE 18-HDPE- 4" FL=313.59 4" FL=313.79 18"x18 Grate Box ',)RAIN a-ss", Il TEE CLEAN OUT -1 -t.F OF 6- PVC mi 90' BEND 6 SANITARY,:. T/GB=317.50 L E :OF 4" PVC R LINE *L gas Il TEE 98.00 L.F OF 6" Pvc 6" FL00=315.57 4 HDPE FL=31 1.11 1 6 2.0 L. A, qEL L 6"FL=311.31 10P= 18.00 PIPE (SDR26-ASTM PIPE 0: - 100% 4" FL=314.13 2665) 6 0 8 75 L.F OF 4" PVC gal 9" 6-SS 6"FL=311.59 (ASTM D3034 SDR-26) 10" FL(in)=314.14.,e _SLOm PIPE @ -2.64% I-WL i SLOPE �(CAP END ---waft 0 1.04% SLOPE 1 12" FL(out)=31 .97 8.0 LF.,, OF 8, PIPE (DOWNSPOUT DRAIN gas line SLOPE ow RAIll 'AN OUT 5-HD E 4" FL'=313.99 SEE ARCHITECTURAL CLE LD L,SERIAC -Mmftftft FOR FUTURE USE) 6 5) 6 F7,, 68.19-LF,D W ll TEE 00� TOP= 318.25 PLANS FOR CONTINUATION E IP AASIlffll Ill TEE S 10C :2.7 LF F 67 6"x4" TEE 0��ItP= 318.00 M4V , I FL=315.60 SERVICE WITHIN THE ON "" � "� - �� OUT OF 4" SANITARY SEWER AND 45- EA J 22.5 71 SLOPE SS 6"FL=31 1.91 BUILDING LEAN OUT p 77' -6.�35% �S C L 6"FL=31 1 BENDS ATI :�_� golp 101t PIPE C fUl 5.9 L TEE EE Utl "AREA .00 LIF OF __SS DRAJ4, got C Il 04j, HE 66 =% SLOPE 0 tL=313.76 LANDSCAPE PE PROP. DR i (S SDR26" A§TM 2665) 0 TOP= 316.75 6-FL=312.!�, 6" FL=312.18 RELINE�� IF I�PVC PIPE 4 8 YARD GRATE 1j" gas line 5- X= 3554409.99 40 PV LANDS Y= 1020QI93.86" LOP DRAIVNIPE, TOP=�,3116.75 ft�,­f IR E' "gas _G7- 8m Grate Box El -JB2- A, 8m Ill L A� 1 `0 "t, (SEE 2!,p LF F __;C d-1 Xd-l" Junction Box PE th -A 18"xi FL= 3117�3 IT/GB=317.75 FL(in)=313.71 -LANDSCAPE Ak' kbPE'�?Wb, 'jPI0E (SDR2 20.5 LF OF 8- PVC T/JB=318.25 PV 6-ASTM 2665 .25% SLOPE 8* FL(in)=314.57 t12" FL(in)=3113.2 I TAKI 8* FL(in)=314.75 '(SIl "LAND CAPE 1m WL CE 2,bil 0 15" FL(out)=312.96 -1.0 % E (ASTM 2 11)� 10" FL(out)=314.41 6- bRAIN" 0 PE I.. SLL�- PUC vi315 to M294 TYIl SLOPF�', FOR "JCONTINUAT CAP!t 1A11l C1 UT 03 p gas ne 6 ne 6 15.63 TRENCH GRATE .25 28.2 LIF OF 770J�5% f LANDS ",ry I �70 DRAIiWIll :F Ill _T C LEAN kRD­GRATIl tOP= 317. 317.1 Il 8� FL=314. gas e,, k=314.0f 6n Il 1.00% SLO 56 R 1 6 DOWNSPO -EX'- DRAIN) iV; Y "AL Vt- LF OF TRENCH -ASTM 25% SLOPE (SDR26- 1665 ASTM 2665) '0' ��O 25% �SLOPE 17.6 (�SDkM POOL:�t 4.86 LF IN P -PjPE LF 2.0,;L.F OF 8"� SEWER LINE 2 T (SDR26 DR26-AS I m 6" PVC PIPE PIPE0<S GRATE 266 -0.657. G8_ a0 V41,11 pw q rl' 1 -ASLOPE 18"x18" Grate Box % YARD GRATE 4` 2665): P"f '31 (SDIR 6 4, pr Pi 75 '5, Pvc." T/GB=317.75 i%R�RING OP= 317 A SLO E, P JSEE Pop DECK: DRAINAGE,, 8" FL(out)=314.97 . �i 6* FL=3114�25 2V1 U. L6T "t" iCAPt AREA 10. j LF OF 6 6" PRIVATE �IDRAIW'Pll 0- _K lu DATF, GRATE, PVC PIPE LA w, "I -ni"Ll `A'� �z N �3 PVt PIPE 0 'M Z, ­i,� �i __ ��> H , " 11� - I io.3 LF OF 80 q nOil (SOR26 R SANITARY SEWER RAI U.E. VOL. 2665) _11.00X SEE SHEET-S FOR VC (tDR26-ASTM- -Gg- LAN SLOPE DSCAPE AREA X t_ A EMBEDMENT DETAIL PC. RN g 19 e Box 2665 0 -1.'00X 18mxl8m Grat 430`0 'n T/GB=318.00 DRAIN PIPE SLOPE 4� 1 QJ C k, '77"; ii-V. n! 8" FL(out)=314.82 Py 1"b"UP"OF C J(SEE DETAIL) 6" FL=314.78 CMAN off 6-34� LF-� OF "'MIRE M Pv 1ANDSCAPE,'All 10 - , (SDRijil ASTM g, -p, PROVIDE 2-2" Efo k,\f�,` (DOWNSPOUT DRAI 0 1-11.50X"SLOP " , �k", �? , , - - Ln_­t�-,26 5), 0 F 18.50 PVd-,,`PIPE E PVC ELECTRICAL ,,, -, t- ,,, , ii , 40 Til 3117.85�, '�`HNPZt�- ,bRAjN,;,PI' g:N4 2_ In -HD &AIL) (SDR2&4STM .166`��'-,`�;' SLOIl 12z' "J" Me, a "I,-, 8" FL=314.3�, :(DOWNSPOUT D �Sll 90 aw-', �i,Lr - F_v pll I.AJV?b �Q LO P 111"i, 'PIT; go" B,ASK,.E,.I A, 'ZI CONDUIT CAP END FOR 2.9 LF OF 6" PVC 40.89 LF OF 12" tEm '10 _F OF Ill =314. ASTM:::2665).O -0.50%i'SLOPv 0 MIN -0.75X SLOPE to E�A C 0 U T FIRE' _4� FUTURE USE (SDR26-ASTM 2665) HDPE PIPE (AASHTO 11MI-IRI-6 I �, ­i 1��' . LL A M294, TYPE S) 0 -1.00X SLOPE *514, v i2665 3_5 (DOWNSPOUT DRAIN) pvc 1�1 L OX ki I, Z -I� k- -SS a -SS 6-SS 6-SS a-ss 6_SS 0 ;M _A:x4" TcT x CLEAR, b x4" TEE ll TEE Dowl4spo RAI 2 6�ft 6"FL=312,68 2-2 - -EC -2'--PC-EC 31 10 G _w - 2- -pvc- 3.93 OSCAP _EC 2-2 -PVC-R; 2-r'-PVC-EC - 2 5 6"FL=3713.61 L=313.28 C! r38 5 4 VC -G2- CL OU V 3t 1" 31 7j.7 5 6"Fl ff 1 0 L.F OF 6" P D3034 SDR-2 PVC PI gas -100% SANITARY 90 LF OF 6 A S -pVC- -TOP--. 318.2 6"FL=314.13 M TEE -,PIPE� 3 5 6" FL=313.08 6"x4 S 6) 18*08" Grate Box 4 V,IC EC FL=P 6-ss to-pw 62GW11i PIPE 2-2!'- 6" 1 nA% SLOPE 2- 2.0 L.F OF 4" PVC T/GB­318.25 PIPE 0 -100% 6 mill (SDR26-ASTM 2665) 2!--pvc-EC 2.0 L.F OF 4" PVd .0 L.F OF 4" PVC .0 L. F-C PVC -2- EX. 2-2" PVC PIPE 0 -100% 6- FL(in)=314.75 SLOPE (CAP END 0 L. PIPE 0 -100% PIPE 0 - 1 Ol 0 -1.00X SLOPE ELECTRICAL .5EWER LINE SLOPE (CAP END 12" FL(in)=312.97 FOR FUTURE USE SLOPE (CAP END -G3- (SDR26-ASTM 2665) CONDUIT- ___�TELECTRICAL SLOPE (CAP END (REMOVE, BACK, PROP. FOR FUTURE USE 15" FL(out)=312.72 SLOPE (CAP END SS Ine _j PIPE @ 0 -1.00% SLOPE FOR FUTURE USE) 4" FL=315.61 6 . �RANSFORMER FOR FUTURE USE) TO NEW 2".0 L.`�`6F__­4"�' 11l Grate Box FOR FUTURE USE) x4"_.TE`En"` O�p"c 059A§E 1 -A) FL=315.28 r1i r Ki r%"T PIPE 0 -100% -3 0 1 rz!omni�­T I A M7 m r-Am ni ril Tnl sz -7,; 4 rL=Jl'+.'+O CLEANOUT) P.U.E. 46.65 L.F OF 6" PVC I1Utj=aI0.z3 4 FL=315.93 2.0 L.F 01--4" PVC -G5- OP. 10, ASTM D3C SDR-26)1 a-ss 8-pvc PR TOP 318.05 SLOPE (CAP END )34 6" FL(in)=313.54 PIPE 0 -16A7---, 6"X4` TEE FL=314.79 18"08" Grate Box 6" F11=312.46 FOR FUTURE USE) -1.0 SLOPE (CAP END PROP. T/GB=317.75 - _pIt-rc 5' P.U.E. 4" FL=314.68 0 10" FL(in)-313.88 i WSW 8-pvc L( 12 FL(out)=313.38 FOR FUTURE USE) 0 J 1 1) -r'OR 318.1 Vx4" TEE P.U.E. 8" FL(out)=315.07 4" FL=316._113_t­- F L =:5 t*� 6 "6"FL=314.73 NOTE: -24 L. F OF -pit 20.08 L.F OF 6" PVC 2.0 L.F OF 4" PVC plpr--a _QLEA OUT _pvc ftft (ASTM D3034 SDR-26) SLOPE -END XP= 318.05 PVC - USE TRENCH AND EMBEDMENT DETAIL ON SHEET-S Sc W FOR PRIVATE WATER 6 PRI VA TE PIPE 0 -100% AND SEWER UTILITIES ONLY. 0 -1.047. SIOPE SLOPE (CAP END FOR FUTURE USE) 6' FL=315.06 4" FL=316.53 - nF 1,&L - USE BRYAN/COLLEGE STATION STANDARD DETAIL EMBEDMENT FOR STORM DRAIN SYSTEM. SANITARY SEWER FOR FUTURE USE) -G4- 6-ft 41.21 LF OF 8" - POOL DISCHARGES U TIL TY PLA N SEE SHEEr-S FOR 4" FL=316.33 PIPE 0 -2 1 �69% PVC PIPE EMBEDMENT DETAIL 1 8*x 18* Grate Box SLOPE (CAP END 29.39 L.F OF (SDR26-ASTM 2665) P 0 -1.25% SLOPE *THE DISCHARGE RATE CANNOT BE GREATER THAN 1,500 GPH T/GB=318.00 FOR FUTURE USE) (ASTM D3034 St"R *IT SHALL TAKE AT LEAST 24 HOURS TO EMPTY THE POOL 10 6" FL(in)=314.40 FL=31 .16 l @ - 1.04% SCALE 1 80 FL(in)=314.73 2.0 L.F OF 4" PVC *THE POOL WILL BE DRAINED INTO THE POOL OWNER'S SANITARY SEWER CLENOUT OR out)=314.40 PIPE 0 -18.15% SLOPE (CAP END" OTHER SIMILIARLY DESIGNED OUTLET THROUGH AN AIR GAP OF AT LEAST 2 INCHES FOR FU TURE USE) EX. 8A BUILDING PHASE 1 -C FF: 317.25 EX SIDEWALK KtIfILMIED FoRt, COMPLIANCE APR 26 2011 COLLEGE STATION ENGINEERING ,�J T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SPECIAUSTS IN CML ENGINEERING HYDRAULICS HYDROLOGY * LITILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqan.com I-irm #F-1444 04 11 11 .................................... VERONICA J.B. MORGAN ....................................... M --:1 M M >,m M Ir Q) C a- C X < 0 q) 0 -C z 0 N 0 LL. 0 U 0 U 0 0 QL LjLj d r r \3: - - - �' ,� I W !d 1 \ I, w v_ , '�' .11 \ �-r _ Z r fl =._r_, j , I I . m fix` . r � � '� , �� ter„ ' �! .. \` >4 t r �_ ----- _ x__ r m 1 ¢ -# xQ.g - . 04 , ry` .€ . — 3 LL Y p 1 S , 4 W t N x _.,. I �Z ,ram t`I v 1. a,,, C2 -r X H ° '"C. � , ' ` s X —' x '^ter _, • ' ,� .,� \,� J - f'• I/ I I : : �'. t' �­' I r ^, �• x w +. f- i _ 3 _ ; -_ .. _. 11 _ a :: .... .. ,, x�`f �� �a .,, Q 1gLHDPE��ILI, ''+'•err•. r x W '3/t : W W J � �� i8-HDPE__� -_ �. ' `r tsa_ ten. V i O Z W 316 - % .- ..:�„��,r .: a..:.� .. e -a:,y , <:.. 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EXTENSION io A - - - Ir 000 1000000 L 1000: 10000 00000 00000 00000 CURB LINE WHEN RECESSED INLET 10..0., I- -1i 13, RADIUS 6 _JA C10003 1 CONCRETE 2: GUTTER X//us x 4­ NORMAL FACE OF CURB /j 2'-0" MIN 2'-6" SOUARE 28-DAY CONCRETE 6"24" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE FD2--041—/ L SEE STRE14GTH - 3000 psi PLAN Pi- 4 N T/7F T T/' 128-DAY CONCRETE STRENGTH ■ 3000 PS], -4 BARS 12" O.C.E.W. O.D. - 6" MIN. SIDE WALLS 6" TOP Ell" "4 BARS. 6" O.C.E. A STO. CAST IRON MANHOLE COVER BOTTOM SLAB j > TOP OF CURB TOP SLAB AND FRAME 61, 1 ==== __ __ __ __ __ . ..... ------------- SWT10A'A-j k EXTENSION NORMAL GUTTER LINE k DEPRESSED GUTTER LINE J SIDE WALLS 7- tV 4 BARS O.C.E.W. ;6"6" ZINVERT SHAPING TyP. OP & BOTTOM SLAB CONCRETE FILL 4 BARS 12" O.C.E.W. SEC,710AA-A SIDE WALLS & BOTTOM SLAB ELE VA TION SINGLE GRATE INLET SINGLE RECESSED CURB INIE'-I-'& CURB INLET W/f,'XTENSION FD_1 70 1 A 3/4" 3/16" 7/16" 28.DAY CONCRETE STRENGTH- 3000 ............... psi O�ODDDDDOD�HO��O Aj__ A VIF TV A -A A MAIN FLOW I A 4­4 BARS DIAGONAL 28-DAY CONCRETE STRENGTH - 3000 Psi (2) 3/4" DIA HOLES + MR, FOR RE -ROD INE LINE I \_STO. CAST IRON MANHOLE MIN. 3' COVER AND FRAME IN STREETS 28-DAY PL4AT (2) 3/4" SOUARE (30" DIA.) ICONCRETE STRENGTH A -*j C1?0S�,5TC7Y0AT PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 1/2" FLAT FACED GOTHIC */APPROPRIATE CITY TITLE O.D. • 6" MIN. 18" TO 36" - 12" APART t DOWT 1tv or ORVAN A jE A POLLUTE -4 BARS 12" O.C.E.W. 6" TOP BOTTOM 14 BARS 12" O.C.E.W. •TOP -4 BARS 6" O.C.E. 48" OR LARGER - 18" APART •SLAB SIDE WALLS SIDE WALLS O.D.- 6" MIN. I & BOTTOM S 9 SIDE WALLS .1) SURA LARGE MOUTH BASS LOGO 6" TOP BOTTOM WO.D..D.6. 6" TOP `1) VARIES ARJES� MIN.O(IEE TE) BOTTOM C 3/4" FLAT FACED GOTHIC (2) PLACES 3*MIN. EACH SIDE 6" SIDE WALLS SLAB BARS 6" O.C.E.W. \\— .4 A CITY OF COLLEGE STAT , 'T lam A TOP & BOTTOM SLAB ,5W7Y0,ATA-A BARS 6" O.C.E.W. 6" SIDE WALLS TOP 9, BOTTOM SLAB 4 6" SIDE WALLS POLLUTE DRAINS TOI NO 9ASURA :Ev�] Lt 511,fT10,VA-A SECTIOXA-A 1/2" FLAT FACED GOTHIC */APPROPRIATE CITY TITLE STORM SENVER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX GRATE INLET PLATE DI-02� F DI-031 I DI-041 I I DI-05 I 'MACHINED BEARING SURFACE 301, 2-1/4"1 -1 2" f T71K CO fl,:]? AV770A' COT T,,1?fA'(-T THICKNESS AS DESIGNATED ON PLANS OR AS DESIGNATED 'I *3 BARS a 18', O.C.E.W. ON PLANS 6"A L HEIGHT 1%? VARIES 6" L NOTE., HEIGHT MATCH ELEV. MIN. 18" TOE WALL TO BE CONSTRUCTED WEEP HOLE AT BEGINNING END OF CONCRETE E 1/3 HEIGHT MATCH rL ELEV 11 1112 WEEP HOLE VARIES DITCH CHANNEL & RIP -RAP SECTIONS. 5. 5. 2"0 VARIES 12"X12" GALV, HWp, h i CLOTH 1/4 " MESH 12­X12­ GALV. HWD. H/3 WHEN W/GRANULAR MATERIAL H-4'OR MORE 18­ TO 36" AS CLOTH 1/4" MESH DESIGNATED W/GRANULAR MATERIAL ON PLANS 6" rL L NOTE! CONCRETE STRENGTWF_F0_00_p_s�. 18" TOE WALL TO BE CONSTRUCTED, MIN Tj1'EEP,ff01J,j)F, TAIL AT BEGINNING & END or CONCRETE DITCH CHANNEL & RIP -RAP SECTIONS. CONCRETE CH 2­0 k D2-00 5' 5' 5' H/3 WHEN H-4'OR MORE 2.1/4" MINIMUM WIDTH DRAINAGE EASEMEN : F 5'MIN, 15'MIN. FL 28-DAY CONCTUE 1 STRENGTH - 3OOOpSi EZ_?_'Z_Z_1_ 7/16" T 2 WT,,1,,fH0LfQE7A1L r MAX. 11 MLIN. 1:-112 CONCRETE RIP -RAP I M�i PICK HOLE DE7AIL MAXIMUM SLOOPEPE 4 MIN. * THICKNESS AS L HANDRAIL DESIGNATED ON PLANS TYPICAL1,IATFD CHANNEL SEC —t70AT "3 BARS 6 18­ O.C.E.W. & OCK SOD OR MAW r WIMM-NI CHS-tee\IDEWALK AS STANDARD CHANNEL, ECTOR ION ON PLANS DESIGNATED rD2-02 8.. HEIGHT 13 BARS 0 12" O.C.E.W. MATCH IL ELEV. VARIES 28-D" CONCRETE STRENGTH= 3000 psi 4 CO IT, R FA CIV NOTE: 18" TOE WALL TO BE CONSTRUCTED 18" TOE DOWN 18" TO 36" As AT BEGINNING &END OF CONCRETE (ALSO AT DESIGNATED ON PLANS FLUME ENDS) I I DITCH LINING & RIP -RAP SECTIONS 6" 6" CONCRETE SIDE SLOPE PROTECTION 3 4'-0­ — COVER BACK 128-DAY CONCRETE STRIENGTHm .3000 psi MANHOLE RING AND COVER STANDARD FLUME SECITION EXPANSION JOINTS A I T I 60'0.C. D2- OJ BARS F- BARS E BARS E 12" 4�� BAR w ! I I f I / � �,'�_,lel ,Q 6-A 0 u 6" T 6" (TYP.) -3 "U" BARS (PER BLOCK DISIVIA TOR BLOCK LOCA 7 70,V PROVIDE RIP -RAP ROCK (MIN. 20 LB, PIECES) A 002" 6" 0 h THICKNESS MS DESIGNATED ON PLANS r OR AS DESIGNATED ON PLANS L II 6" -­ � 41-01, 1 24­ .4 BARS 12" O.C.E.W. WALLS, BOTTOM SLAB & TOE S1.`CTI0A1A-A 128-OAY CONCRETE STRENGTHT355-0 7jos-i F—MIN BLOCK 6" 6- TYPICAL CONCRETE HEAD'"TAI- & END WALL WITH WINGS FRONT ELEVATION afmS Will Dx BARS Vi-Vx ;_Vz CONFORMS TO 2:1 SLOPE S BARS V �4'k-' fin. BARS C BARS BARS .E 6' PROVIDE A 12- FOOTING AS SHOWN WHERE REOUIRED 10 MAINTAIN 4" MR. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDEO TO TOTAL OUANTITCS SHOWN. SIDE, F.I.F. VA TIOAT �DI I 28-DAY CONCRETE 1 I 12- MIN. I I STRENGTH ■ 3000 psi I 1Ilm I I F_N1 BARS C BARS V_\ BAR W BARS S BARS -CONSTRUCTION A-Ax BARS 13--� JOINTBARS BARS Di-Dz to Z8ARS BARS Vi•Yi S A-Ax - - - - - - - - - - - SF.CTIONA-A PLAN VIE IV PROVIDE RIL8P-RAP IMIN. 20 . PiEaROCKs) GENERAL NOTES: ALL EXID'OSEO CORNERS SHALL BE CHAMFERED 3/4. REINFORCING STEEL SHALL BE PLACED WITH THE aNycR OF THE OUTSIDE LAYER OF M 2- FROM THE SURFACE OF THE CONCRETE. TOTAL OUANTiTES NMWE ONE 20 DIAMETER LAP FOR ALL BARS OVER 6'-O"IN LENGTH. 24- REINFORCING STEEL FOR ONE HEADWALLj BARS A�� I BARS 8 1 BARS 5-Bx I BARS C I BARS 8n E BARS F BARS 11 BARS S 1 BARS VvV BARS W 3018!- 13CIV- 1 14012"- 3alk• 2 -3 .4 I 14@12m.2 •5 J3 00 CONCRETE HEADWALL FOR 2 PIPES FD3-01 h SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS, LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90Z OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. COMPACTED CEMENT STABILIZED ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN SAND. 1-1/2 SACK/CY (PUGMILL OPTIMUM TO -4X OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. ONLY), SPADE BY LIFTS INTO AREAS Ge ... YARDS, PASTURES. EASEMENTS) AND TO A PLACE, TO FILL ALL VOIDS MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED (4­ %IN.) AROUND PIPE. MANUALLY BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE AT OPTIMUM OPTIMUM TO -4X OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. i PIPE PE MUST DESIGN TRENCH DETAIL 0 0 SITE SPECIFIC FOR HOPE PIPE. HOPE PIPE IS NOT TO BE THE TRENCH BOTTOM SHALL 8" MIN./12" MAX. USED UNDER PUBLIC STREET GRADED SO AS TO PROVIDE UNIFORM PAVEMENT AND CONTINUOUS SUPPORT FOR THE CEMENT STABILIZED SAND AS PIPE BARREL BETWEEN BELL HOLES. A MINIMUM WILL ALWAYS BE REOUIRED, BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 CITY OF BRYAN The Good Iik, Texas St i 1c. " DRAWN BY: C. L. M. DATE: 01-01-09 SCALE: N T S APPROVED: 1 W. FIGURE : D SHEET 1 OF 1 CROSS SLOPE 2% MIN. CROSS SLOPE CREWALK -Z OSS o41 2Z MAX UK MIN. CPAVEMENT CURB rn n � M r o: n l �n� h ir. v �� a 8' T YP. a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUIREMENTS - BERMS MAY BE REOUIRED / OUTSIDE OF THE SIDEWALK. •' , pr $,deWQlk � �® * opertY li '" t• lei halt � ��,� � � � � � ; � �•.. tr�� * PER TAS STANDARDS SIDEWALK SLOPE REQUIREMENTS 4"x4"z3/16" STRUCTURAL STEEL TUBING 'O.C. MAXIMUM ►,-•---8' O.C. MAX' O.C. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EOUA. TO THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS o 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH H 1 1 •4 1 1" W 3 x 2 BARS Q 2 O.C. OR x 2 BARS Q 8 O.C. 4 COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR D 1/4" R 1/2" 0 X 18", 12" O.C. r I� 3/4" (COATEEAVY GREASE) 4 3'-0" MIN. 4� 5'-0"T VARIES-14 E - 2'/. MAX. I RECYCLED MATERIAL. 1/2" SEE NOTE 4 THICKT AS SSEL MANUFACTURED 3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR OR APPROVED EQUAL DIAMETER TO BE 1/16" GREATER- THAN DIAMETER OF DOWEL BAR. CAP MUST •3 BARS o 12" O.C.E.W.OR 28-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF •4 BARS O 18" O.C.E.W. STRENGTH = 3000 psi DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE ALONG LOCAL STREETS SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION 3'-O" MIN. 6'-0"VARIES--'; JOINT MATERIAL, MIN. E- 2% MAX. I _ '- ; 3/8" R SEE NOTE 4 4" •3 BARS o 12" O.C.E.W.OR 28-DAY CONCRETE •4 BARS 0 18" O.C.E.W. STRENGTH ■ 3000 psi SIDEWALK CONTRACTION JOINT SEE FLASH NOTE " O.C. MIN 8" INTO FALL JOINTS 4"z2"x3/16" STRUCTURAL STEEL TUBING MAX 24"�_4­x4­xjQj­TLINTRUCTURAL 1"xl"x3/16" STRUCTURAL STEEL TUBING 3-1/2„ CONC. SIDEWALK SEE CONNECTION DETAIL L • r •�-w or 4" 7.5" v v � � s �� o. . o ,�, DIA. BOLT TYPICAL PEDESTRIAN ' . GUARDRAIL coNNFCTroNDFTAII, 6 T' MAX, SANG LAYING COURSE SW1-01 ACCEPTABLE GENERAL NOTES: TRAFFIC RATED PAVER MATERIAL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SHALL BE ADEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ** VARINES r 4' ** VARIES 1' 4 p y GREEN SPACE y •. '• s B• ° •. SIDEWALK 6, ° • ,: '.'' SIDEWALK .. ryl S • ° 4 S AMP* • :, DETECTABLE AMP* '•a DETECTABLE \ ;S, WARNING \ \ 12:1 •:• WARNING J SURFACE PROPERTY LINE \ `L SURFACE PROPERTY LINE \ ') * * 23' (10' CURB RADIUS) y sPy C > . 21.5'. (20' CURB RADIUS) \ • . � 16.5' (25' CURB RADIUS) t`p \ ° 9 CROSS SLOPE NOT TO EXCEED Y \ 2Y. OR BE LESS THAN 18 ON ANY _ ** 23' (K)' CURB RADIUS) \ PORTION OF RAMP OR TRANSITION \ ; U+ 21.5' (20' CURE! RADIUS) TO STREET 1 4 16.5' (25' CURB RADIUS) 1 l y CROSS SLOPE NOT TO EXCEED I .. 2X OR BE LESS THAN lX ON ANY ° PORTION OF RAMP OR TRANSITION . TO STREET 5' 3' 8 5/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION S`V3-00 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET / ti� 4�y V / PROPERTY LINE 8' SIDEWALK y z RAMP* Ell 1:12 SLOPE MAN tih �J� N + Q y y + PROPERTY DETECTABLE LINE DETECTABLE WARNING i WARNING SURFACE yy _ y y y SURFACE �y 6' SIDEWALK 1. LOPE AX ALONG MINOR COLLECTORS AND LARGER I ACCEPTABLE TRAFFIC RATED 8'-0"�VARIES� PAVER MATERIAL ' F2%MAX: I SEE NOTE 4 SEE NOTE 3 28-DAY CONCRETE •3 BARS 0 12" O.C.E.W. OR STRENGTH = 3000 psi 14 BARS v 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG )MINOR COLLECTORS AND LARGER 3/16" mvw Spoce 6" SW1-02 NEENAH GRATE BOLTED N PLACE OR APPROVED EOUAL 140. 4 BARS 6" ' VARES (Typ) TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. Aomettric Ul Try SIDEWALK DRAINAGE TRENCH GRATE SW3-01 SW3-02 *CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION / TO STREET by �y Y / PROPERTY LINE y Z AMP* 5' SIDEWALK t:12 LOPE g; v AX. y y y � DETECTABLE WARNING SURFACE 3 EXPANSION JT. & 31 LEXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA. X 16", WITH 1/2" DIA. X 16", WITH CAP 0 12" C. BACK SMOOTH DOWEL BAR, CAP o 12" O.C. BACK(COATED W/HEAVY OF CURB 1/2" OIA. X 16", WITH BACK 6' MIN. (COATED W/HEAVY 6' MIN. CAP o 12" O.C. OF CURB GREASE) OF CURB 6' MIN. GREASE) (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 I SW3-05 I DETECTABLE WARNING SURFACE r JF W W 7 v W AN I � W L D NG W a: _ - O.rC) e 600000.40 " 4" MAX. o Z 000,000000 AND USUAL 0;0000 1006 N 00000*.003; 0;0oo0Ooo0. �- 6" MIN. FACE OF 10" MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 0 O r, Landing 'a u0� a r Detectable warning surface (Domes to run parallel to 4" Max pedestrian travel) and Usual o0000a000 c oaoo0000a ide More O0000aooq it E ooa000000 (Typical) oaooaaoa0 6" min Face of 10" max Curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 5' x 5' c LANDING c in ' bV 4 v0e W V �- &DO. SIDE FL N r t:10 SLOPE MAX. (TYPICAL) Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS 2 I'. GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1.CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES j' CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4. F THE TEXAS ACCESSIBILITY STANDARDS (TAS). TH 29 0 E E AS ACCESSBLL SAND DS AS E 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. (n DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED z j CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY o - � � 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. V) NOiALLOW WATER TO ACCUMULATE. � 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE I TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. I I 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS j WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE 6.OETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE 1 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED OVER OR THROUGH THEM. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS.OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REOUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. tt.SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER j ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13.FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) r' 2- FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO O 2%..� 3 �_ UNIT BASKET WEAVE PATTERN OR AS DIRECTED. W c 2 C LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4�O O O O �I2_ r e z'� Londing O O O O 1�t .. a Y,� Delectable warning truncated NO.3 REBAR AROUND PAVER INSET :TFCTABLF WARATIArG P4 VFR 4" Max Somewith dome surface DETECTABLE WARNING PAVER WITH EXPANSION JOINT TRUNCATED DOME SURFACE AS REQUIRED v 1 o c A N E jond'0UWSu0 A i (lore (Typical) T' MORTAR BED 'SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS (TYP) CONTROL JOINT PERMISSIBLE Face of curb MIN. 4" No.3 REBAR AT _/ TRUNCATED DOMT, PA7TLWN 18 (MAX,) ON -CENTER CURB RAMP BOTH WAYS CONCRETE SHALL TO APPLICALSPCIFICON ^ DETECTABLE WARNING PAVER srcTloNA O SW2-03 con €_r rr hh W i i CITY OF BRYAN The Good b i,,, Texas Sole." DRAWN BY: C.L.M. DATE: 01-01-09 SCALE N T S APPROVED W. P. K. FIGURE a %T SHEET 1 OF 1 NOTE: GENERAL NOTES: Jlam' - 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" l I� 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND,AND COMPACTED AROUND THE CAST IRON PIPE 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN STANDARD FIRE HYDF I STRENGTH . 2000 psi FINISHED GRADE. BY ANY MECHANICAL EOUIPMENT. W/VAELVE BOX WTIH •4 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 SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SOUARE FEET OF AND PAINTED WITH TWO ct) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY COATS OF METAL PAINT. TEE OR TAPPING SLEEVE 'MIN COPPERHEAD SNAKEPIT TEST THE ENGINEER. & VALVE AS REOUIRED STATION (LIGHT DUTY) OR 3. EXTENSIONS SHALL BE A MINIMUM 4• WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS APPROVED EQUAL OF ONE (1) FOOT LONG. REACHED 7 DAY STRENGTH- AS 4. VALVE BOX LIDS LOCATED ON AS t VIE`VA -A VALVES TO ISOLATE FIRE 5• ALL PIPE WILL E LAID RA AS THE ENTIRE BARBELL WILL HAVE FULL � SUPPRESSION LINES FROM PUBLIC BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL i WATER LINES SHALL BE AMPro BE CUT FOR EACH BELL AND FIRE HYDRANT. USA, LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90' BEND 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT LATE VALVE to THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX ? COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STANDARD FIRE HYDRANT J STATION (LIGHT DUTY) OR EXTENSION AS NEEDED 2" SOUARE AWWA NUT 3 APPROVED EOUAL FINISHED GRADE EXTENSION WITH CENTERING COLLAR, A + � O TERMINATE 4• TO 5' FROM TOP OF BOX. _ A 6" A 6" BURY LINE 2" SOUARE AWWA NUT As REO'0 E FIRE HYDRANT LOCATION EXTENSION WITH R CENTERING COLLAR. EALIGN AS NEEDED TERMINATE 4' TO 5' 1 FROM TOP OF BOX, 6" STD. 6" O.I, OR C909 PIPE GATE VALVE 6" MJ ANCHOR STD. GATE VALVE WITH SS BOLTS COUPLING AWWA C900 W/STAINLESS CON RETE I PRESSURE PIPE STEEL BOLTS SLO KING PEA GRAVEL •FILL � TO 1 FT. ABOVE � n 24­ X 24" X 6­ PRESSURE WEEP HOLE STRENGTH CONCRETE 14 9 PVC OR D.I, PIPE I I STRENGTH • ROOD psi COPPER TRACER THRUST BLOCK �I, DI WITH 14 BAR AROUND WIRE W/ALL SPLICES ALL VALVE BOX. MADE USING APPROVED WATER TEE OR TAPPING BLOCK USING 12"02"x4" TIGHT CONNECTORS SLEEVE &VALVE ECHANICAL JOINTS I PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EOUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX W1-00 2" SOUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION 5" DIA x 1/8" MIN THICKNESS STEEL PLATE w/ 90'CUT-OUT I" DIA STEEL ROD SOUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE THICKNESS) AREIFLCTHS TOBE FLUSH OUTSIDE EDGE OF BOTTOM SOCKET. GATE VALVE EXTENSION �VI-oI MEGALUG RETAINER 24" UNDISTURBED DIRT END OF LINE GAP/PLUG EDDING SAND 24" MIN. PLAN VII,'1j,' 1wr%IcT.1eern n,oT n.nTrn T FILL SELEC CONCRETE SL'C7 ION A A NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING NOTE: I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP SIDES OF COPPER PIPE. 2•PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL K)1 (11 3. PIPE SIZE SHALL BE V OR 2". OR MODEL 102 (2") OR 4•SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EOUAL THE ENGINEER HOT -BOX POLY ROX MODEL PHRI (1") WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EOUAL 4" X 3' X 3' CONCRETE PAD (FOR V PIPE) 4" X 5' X 3' CONCRE T PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE RETAINER GLANDS T IL' 4VA -A OR MEGA LUGS 6" X 12" GRADELOK W/MBLOCK AS DIRECTED ROTATEPLIT TO f NAµLDGRADE) OPTIONAL TANDARD FIRE HYDRANT ASSEMBLY WI-02 COPPERHEAD SNAKEPIT TEST COAT LID WITH STATION (LIGHT DUTY) OR REFER TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL PAINT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST APPRO EDLEOUADUTY) OR GROUND LEVEL ;,..,, .24., m r-METAL DETECTOR TAPE W METAL DETECTOR TAPE MIN. TRACING WIRE -'- 14go SOLID COPPE 7 TYPICAL UTILITY PIPE TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE AND SHINTERVALS ED TO THE PIPE AT 10"UTILITY PIPE LOCATION MATERIALS LOW VOLTAGE DIRECT BURIAL ELECTRICAL WIRE CONNECTOR TYPICAL UTILITY PIPE DEAD END TRACER WIRE SHALL EXTEND 6 FEET BEYOND END OF PIPE, COILED AND SECURED FOR FUTURE CONNECTIONS YVI-o3 PIPELINE NOTES: WARNING SIGN MAIN LINE 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. TEXT -�ARNIN 1,,,_ WG 2CONSTRUCTED ROM 20 CA S EEL BAKED ON o ENAMEL FINISH, FURNISH ONE p o• 10" RGROUND PPELINE WARNING AND ONE VALVE SIGN CONTACT THE CITY AND ONE POST FOR EACH VALVE BEFORE EXCAVATING INSTALLED AND AT OTHER O YELLOW LOCATIONS AS SHOWN ON PLANS. , M. J. TEE FURNISH SAME NUMBER OF o r BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED (OMITTING VALVE V AL V NUMBER ON VALVE SIGN BLANK) N0. (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" 7" ' I v 2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB TO BE ADDED AFTER WHITE 10 BASIC SIGN HAS BEEN BACKGROUND. PAINTED. MJ PLUG xarm;+ -PIPELINE WARNING SIGN - VALVE IDENTIFICATION SIGN 4•-0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" IF CONCRETE SLAB _;�2'X 4•X 6" CONCRETE SLAB 4'•0" NOT GREATER * THAN 45' �A K FIL AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EOUAL 6" DIP W/RETAINING GLAND 'P AT BEND AND PLUG. • �p�o ru rrt arum rrrvrr THRUST BLOCK NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95Z AND REDUCER AS REOUIRED STANDARD DENSITY PER ASTM D698 IN -LINE BLOW OFF ASSEMBLY W3-00 W3-01 �f- ICZ -- GALV. ELL GALV. NIPPLE y` 1, ---,REMOVE AND DISCARD TYPE "K" COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W�3-02 AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH I I EXIST. GRADE 4-0" CAST IRON VALVE BOX COVER r�2- CAST IRON LID I II� I SCH, 40 GALV, PIPE X 4' X 6" CONCRETE SLAB II AFTER BLOW -OFF 1 INSTALL MALE OUICK AMERICAN FLOW CONTROL EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER II I OR AN APPROVED 4" APPROVED EQUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP BRASS THREAD PIPE WATER MAIN BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING TO WATER 4" M.J.ELL PLACED ON CONCRETE BLOCKING TO BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH DETAIL W3.00 MAIN UNDISTURBED SOIL DETAIL W3.00 BRASS NIPPLE 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 W3-04 NOTE -USE POLYETHYLENE WRAP OR EOUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE ID GAI THRUST llafts C till A till VOLUME I < " .l 4 6 8 5.1 11.5 2.51 0.3 10 12 11.3 11.5 3.51 0.6 =j b O0 mo'�-THR T- a WY mo 5tm POUJR AGAINST UNDISTURBED EARTH TFF, THRUST BLOC,'K THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REOUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE A till B till C tip E till G toil VOLUME (C.., 6 8' S.0 1"5 1.5 0.9 2.7 0.4 9o. 10,12' 6.5 2-5 1.5 1.2 4.0 1.0 45• 6 8" 2.0 2A 1.5 0.9 1.5 0.2 10 12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5' 6.8 1.5 1.51 1.510.9 0.81 0.1 10,12' 2.0 2.51 1.51 1.2 1.1 0.3 6 8" 1.0 1.5 1,5 0.9 0.4 0.1 1125' 10 12' 15 15 15 2 0.61 0.1 1. TYPICAL HORIZONTAL THRUST BLOCK NOTES: i 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4.MATERIAL USED SHALL BE AS SPECIFIED OR AN BRASS CURB STOP WITH PLUG (REF) z J BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EOUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. g, ALL CONNECTIONS TO BE COMPRESSION TYPE. o ' 6. ALL SERVICE WYES & EXTENSIONS 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 STREET CROSSINGS HAVE BEEN INSTALLED. 7• METERS AND VALVE BOXES SHALL BE PLACED BY THE 3. MARK EACH SERVICE END WITH METAL . "T" POST CITY UPON PAYMENT Of FEE. S. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIEW A 3 PAINTED BLUE. THE SUPERVISION F A RPLS UPON COMPLETION OF -A CONSTRUCTION. DOUBLE SF.RVICF ONC. CURB & GUTTER 777777777=7e- 2' MIN.-3' A1AX. "SEE BALL VALVE -PAD IL lam_ 2' MIN. TECHNICAL SECTION 33 12 13 WITH PLUG FOR MATERIAL REOUIREMENTS (2 FOR DOUBLE SERV.) 4' MIN. APPROVED SERVICE SADDLES A FOR DUCTILE AND PVC. OR 1" TYPE "K" COPPER TUBING TAPPED TEE (2 FOR DOUBLE SERVICE) 1.1/2" X P' BRASS WYE DRIP STOP (1FOR DOUBLE SERV,) 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1.1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SIIORTAND L0AV' S7DF,) W 2- 01 STRUCTURAL BACKFILL AREA INCLUDES WATER ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, PIPE DRIVEWAYS.AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED J TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO •4Z WET OF OPTIMUM (OPTION NO. 1IN W4-02) i IPE )INT i G PAVEMENT 'AREAS j I B/C i -SIDEWALK• 5' I STRUCTURAL BACKFILLAREA � I I � I I W2-00 W2-02 NEAREST B JOINT (TYP EA. ENO) CARRIER PIPE -J -CASING SPACER 1-PC. PULL -ON WATER TIGHT NEOPRENE END SEAL W/ STN. STL. CLAMPS "APS" OR •'PSI•' NOTE: CASING SPACERS BAND CLAMP AT SPRINGLINE 4-RUNNER MIN. (TH2U 24' DIA CASING) OR 6-RUNNER MIN. (24"-42" DIA. CASING) STAINLESS PROVIDE 4 STL.TYPE304t8" WIDE BAND RUNNERS AT W/ POLYMER RUNNERS,.CENTERED BOTTOM 4y" OR NON -CENTERED: CLEAR BELL. MN RESTRAINED FROM FLOTATION. INSULATED: -APS. INC.. MOD SS18" OR "CASCADE" ADJUSTABLE TOP RUNNERS TO MAINTAIN V MAX CLR. MAX STEEL CASING 8" WIDE BAND STAINLESS STEEL (TYPE 304) -NEOPRENE INSULATION SLEEVE I BETWEEN PIPE AND BANG )LYMER RUNNER (TYP) CASING DETAIL NOTE: NOTE: 1• FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION W/VALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS, 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REOUIRED. THE CITY ENGINEER, 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. MAIN. TT�ELEEEOgR TAPPING ASEEEESJREV VE ENCASEMENT 2'-0" MIN. ENCASEMENT 2'-0" MIN. �I SHOULDER VARIES W2-03 GATE VALVE W/VALVE BOX OPEN CUT OPEN CUT WATER LINE WATER LINE j' WIDTH OF PAVEMENT 5'-0" LIMIT LIMIT WIDTH OF PAVEMENT MIN. MIN. BE OPEN CUT ' " MIN. SIDEWALK MAY GATE VALVE 3'-0; ; ', GATE VALVE 3'-0" BELOW DITCH FLOW LINE. DIRECTED BY STEEL CASING THE ENGINEER AS REOUIRED CARRIER PIPE STEEL CASING CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING I' TYPICAL RURAL STREET CROSSING I Q SELECT MATERIAL j � MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A F3OTTOM OF I SUB -GRADE PLACE METAL DETECTOR IN FUTURE STREET AREA PLACE METAL DETECTOR MINIMUM OF 90Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD)AT A MOISTURE CONTENT WITHIN IN FUTURE STREET AREA TAPE AT A MINIMUM OF 24" TAPE AT A MINIMUM OF 24" OPTIMUM TO •47 OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE AREAS Cie ... YARDS. PASTURES, EASEMENTS) AND TO A MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED 2' BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN AO SELECT MATERIAL �- (A) SELECT MATERIAL OPTIMUM TO 4L OF OPTIMUM UNDER NEW STREET_ AND PAVEMENT AREAS. T_ © CEMENT STABILIZED SAND 6"-12" © (MANUALLY BQ GRANULAR MATERIAL 6"-12" (MANUALLY OCONSOLIOATE CONSOLIDATE AT OPTIMUM MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC \ 4.. MOISTURE) MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS -MOISTURE) AT OPTIMUM MOISTURE) MAXIMUM LIOUID LIMIT 45 PIPE UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING N0.200 SIEVE 35 � PIPE I � UNDISTURBED SOIL I� �\ O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL IE \Of �L 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. �MIN./12" MAX. OPTION NO. I © CEMENT STABILIZED SANG OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN - NON -STRUCTURAL FOR NEW PAVED AREAS � I j� II i W4-01 NOTES: I. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2, ALL EACCORDDING DANCE TW ALLTH TAONSI/AWWACSTANPIPEDARDS SHALL FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C15O/A21.50 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5, PRESENCE OLATIVE F(T E C ACTIOITENGINEESHALL BE R. IN THE 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT -OF -WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 7. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY, 8. SEE "OPEN CUT DETAILS" ST4.00, ST4.01 & ST4.02. 9, EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENGTH, NO BEDDING SAND IN THIS AREA. CITY OF BRYAN The Good Lik, Texas So 1c, " W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. DRAWN BY: C.L.M. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY DATE' 01-01-09 CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS SCALE: N T S COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF APPROVED: I W. P. K. SILT AFTER EVERY RAIN. FIGURE: ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. �m SHEET 1 OF 1 NOTE: NOTES: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. 1. A MAX. OF 4 ANO A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE IN NEW LOCATION COMPACTION REQUIREMENT MAY BE REOUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY. PAVEMENT - - - - - - - - 98 %STANDARD PROCTOR - ASTM 0 698 2. USE ADEKA SEALANT OR APPROVED EOUAL LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM D 698 BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIUNFY nR CORRFt /CANE SFCTInN MANHOLE DIA. MAIN SIZE 4 FT <18in, 5 FT >18in. <30in, 6 FT >36in. - - - - -- '--- -- --------- - D. NV Klry(,rZo AM KLUVIKLU VV IJIUL Vt 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE SEE NOTE 7. 0 - 12 _ _ _ _ _ _ _ _ _ _ . 8" THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER - - - - - - - - - 12" VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER SIGN SEWER CROSSES OPEN FIELDS. E litANHOLE SIGN (SEE DETAIL S3-05) 6'-0" STD. DUCTILE IRON MANHOLE COVE L 3' MIN. AND FRAME (30" DIA. OPENING) OR EOUAL SEC7IONA - A i2� SEE NOTE 1 � 12" MAX, SEE NOTE 1, 2'-6" PRECAST REINFORCED •• 2'-6" CLASS '•A•' CONC. CONC. MANHOLE SECT, ° VARIES 3000 PSI IN 28 DAYS ASTM DES. C•478 VARIES 8' GREEN, HEAVY DUTY, STANDARD CLEANOUT VARIES (SEE TABLE) -; i BACK FILL AROUND MH SHALL VARIES WING CHANNEL POST • STANDARD CROSS PLUG _ BE AS PER NOTE 4, " MIN.. 5" MIN• ' S" MIN. 9' (SEE TABLE) RUBBER -GASKET JOINTS _ W/ MORTAR SEALANT 24" MIN. 24" MIN. AT •' = INSIDE AT ALL JOINTS VARIES CEMENT STABILIZED SAND AS SHOWN. v ' "`INVERT 3/4 DIAMETER OF PIPE PLUG Ax 6" MIN. STANDARD CROSS 4- �I 9 UP TO 24". 24" AND LARGER �. y= KT -� 2'-0" SHALL BE FULL DEPTH INVERTS. 0' vatrts BASE A ,�•� VARIES A ESEAL. 14 BARS, 8" O.C.E.W. �' vAR1Es MANHOLE ADAPTER•4 BARS BENT Q 900 AND 90• BEND 90• BEND OR APPROVED EOUAL. WATERSTOP-PIPECONX TIED TO WALL AND BASE. (2 REO'D) NOTE: DEPTHS GREATER THAN 12' BASE 6" MIN. MANHOLE ADAPTER SEAL, WILL REOUIRE 2 MATS OF OR APPROVED EQUAL. •4 BARS.8•' O.C.E.W. SEE REINFORCING STEEL IN THE (2 REO'D) NOTE: DEPTHS GREATER THAN 12' NOTE FOUNOATIO /,r, BASE. WILL REOUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CASI'I�1rPl�l Cl; MANHOI"E ■4 BARS. 8" O.C.E.W.-- DEPTHS MANHOLE ADAPTER S MANHOLE ADAPTER SEAL, ,_ � P1? CAST A1IAAWo LE GREATER THAN 12 FEET WILL REOUIRE OR APPROVED EOUAL. 2 MATS OF REINFORCING STEEL IN THE (2 REO'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. c) SI-02 PVC CROSS NOTES: PVC PLUG WITH HALF MOON 1. 1•' DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN -PLACE MH CUT OUT OF IT - TO FORM A PPE O.D. REMOVE INVERT AS REOUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER, "STARTER" SEE DETAIL (STD) FOR CONSTRUCTION OF MH DAM HALF THE PIPE PIA. AND NEW INVERT FOR NEW AFTER HOLES HAVE BEEN INSTALLED AND APPROVED PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING "STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE 1.) INTO EXITING INVERT, REWORK PVC PIPE ONE SIZE EXISTING INVERT AS REQUIRED, 2, THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH t-3/4" STAINLESS OPENING CREATION DETAIL NQpN-SgHRINK MANUFACTURERS REOUIREMENTS. SEE AN Ott PROF&E FpR PIPE SI�E, TYPE AND Nv ELEv STEEL BANDS (TYP) A GROUT 4. CONCRETE SHALL BE 3,000 P.S.I. 5/8' STAINLESS STEEL 45• ELBOW CONCRETE SYNKO-FLEX PREFORMED BOLTS W/ EXPANSION (TURN W/FLOW 1•.0• BLOCK PLASTIC ADHESIVE DIAMETER ANCHORS GROUT &GROUT IN PLACE) •3 REBAR (14" LONG) WATERSTOP, OR APPROVED 11-0.• EOUAL. NOTE 3.) VARIES - EMBEDDED AND EPDXYED MNOTEL2.I 2•• CLR• N N- HRINK GROUT WALL 3". (SEE EETO WATERSTOP - PIPECONX (Tiff•) NEW INVERT ' 1 MANHOLE ADAPTER �- SET ELEVATION EQUAL TO " g A.j p OR OytNvLELEv� PIP EOf; SEAL. O 2 REO'D) APPROVED PIPE 0. .. .pp B 1 PLUS if TOP OF LARGEST PIPE IN MH O ^ �� OD Tn _`ICONNECTION DETAIL SECTION VIEW wATERSPSoINX MANHOLE ADDAPTTERER SEAL, MANHOLE CONNECTION DETAIL B-1 OR APPROV (2 ERODU CHANNEL FORMED IN CONC. BASE 8 INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN CONNECTION DETAIL SECTION VIEW S 1-01 B- NOTE: 1, WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH GASKETS. 4, ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REOUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION. A SIDEWALK 0 f 3.5' MAX. (SEE NOTE 1.) I 1 2.0' 2' PVC (SEE NOTE 3) STD. 45• PVC BEND WATER LINE (MIN- 4• BURY) DESIRABLE CURB & GUTTER LASTM D3034 SDR26 PIPE STD. PVC COUPLING W/CASKETS Q1.0% MIN. (PIPEIS NOT TO BE PLACED HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING r(L Creek rl OC1 SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL 53-04 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC WYE WITH PVC CAP (SEE NOTE 3) NEAREST BELL JOINT (TYP, 2.0' EA. END) r 9 o: a I z a� O CARRIER PIPE J \--- CASING SPACER I 9 1-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR, PLAN CLAMPS "APS" OR ..PSI.. It (TYPICAL) SEE NOTE 5 NOTE: CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER MN. (THRU 24-DIA AT SPRINGLINE 8" WIDE BAND STAINLESS SIDEWALK CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24"-42" DIA. CASING) STAINLESS STL. TYPE304: 8" WIDE BAND PROVIDE 4 NEOPRENE INSULATION SLEEVE W/ POLYMER RUNNERS:CENTEREO RUNNERS AT 4S• BETWEEN PIPE AND BAND I OR NON-CENTEREO:CLEAR BELL, BOTTOM MN 3.5' MAX. OR AS DESIGNED RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) YI$ULATED: "APS, INC., MOD 5518" (SEE NOTE 1-) OR •'CASCADE" � CASING DETAIL S3-Ol PVC (SEE NOTE 3) 3 10 2'-0" MIN. MACHINE BORING 2'•0" MIN, OPEN CUT �7(TUNNELING) OPEN CUT 2.0 LIMIT LIMIT wlnrH nc PevI-uFNr -TEE WYE SERVICE FITTING (SEWER WYE AND 1/8' BEND) EWER LINE BLACK TEXT -� WARNING 11 UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14" MANHOLE' 7" N0. N WHITE to.." BACKGROUND. -/L 53-00 NOTES: 1,FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS 2.SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH, FURNISH ONE ONE SIGN ANO ONE POST FOR EACH MANHOLE INSTALLED ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) -2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATION SIGN S3-05 3'-0" MIN. I �- SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL URBAN CITY STREET CROSSING S3-02 MACHINE BORING ( TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-D'• WIDTH OF PAVEMENT 51•0" MIN. t I MIN. 3'-0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING 4" PVC EXTENSION GENERAL NOTES: NOTE: W/PVC CAP i (SEE NOTE 3) 2'0 METER BOX OR STANDARD -\ t. WHERE DOUBLE WYE SERVICE >. I, CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'-7'• PVC WYE WITH :- BY CONSTRUCTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC CAP �i W aoW AND WATERED UNTIL GROWTH IS ESTABLISOHED.IN DEVELOPED AREAS WHERE BE SET TO ALLOW SANITARY (SEE NOTE 3) 1 GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEWER SERVICE. a SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 2- MARK EACH SERVICE END 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 3. ALL MATERIAL SHALL BE ASTM 9 16 STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED 03034 SOR26 W/ GASKETS AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR, 4. A CLEAN OUT IS REQUIRED 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 EARTH, SEE BEDDING FOR EACH SERVICE. AND TRENCH OCTAL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. SEE NOTE 4 PLAN ��� STRUCTURAL BACKFILL AREA INCLUDES t ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL R•0•W OR EDGE OF EASEMENT 2- CUSHION REOUIRED EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL CEMENT STABILIZED FOR ROCK, CONCRETE BACKFILL SHALL BE CEMENT STABILIZED (OPTION t��� SAND AS SHOWN. NO. 2 IN S2-02) OR EXCAVATED SOIL COMPACTED SIC •F j ! 5' VARIES NOT LESS THAN 3" TO 98Z MAXIMUM DRY DENSITY AS PER ASTM D698 a WITHIN OPTIMUM TO •4% WET OF OPTIMUM (OPTION N0. 11N 52-02) I,,> 11 s 1 , i �G�- SEEM NOTE 1,) I PVC (SEE NOTE 3) R ` vl' PAVEMENT AREAS (MIN.17- SLOPE) �g `yam 4a STD. 45• BEND Q© I STACK 450BEND j BIC VARIES IN HEIGHT •SIDEWALK •V�i 2.0 STANDARD CLEAN 5' STD.45• BEND OUT FOR MAIN LINE j /I SEE NOTE 4 STRUCTURAL BACKFILL AREA 571 TEE WYE SERVICE IS2-03 FITTING (SEWER WYE AND 1/8• BEND) DEEP CONNECTIOArPROFILE� 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 (2) R-0•W OR EDGE OF VARIES 3.5' MAX. --- (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPROFILE SANITARY SEWER SERVICE CONNECTION NOTES: 1. 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 6' 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, PIER I IA. AS e o " SHOWN a ° ON PLANS 1 a ° I � SEMONA A *4 BAR HOOPS, 12" O.C. 3" CLEARANCE MININMUM PIER DIAMETER VERTICAL STEEL #5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 PLAN INCHES IN THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 90Z OF MAXIMUM DENSITY AS DETERMINED BY -�--� AQ SELECT MATERIAL ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4/. OF OPTIMUM UNDER NON-STRUCTURAL SELECT MATERIAL © CEMENT STABILIZED AREAS Ge... YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN. SAND MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED Q (MANUALLY 12" MIN. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE © (MANUALLY OPTIMUM TO •4% OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT AREAS. i 6" BELOW MOISTURE) AT OPTIMUM RAARATRA ® GRANULAR MATERIAL PIPE BELL 6" BELOW MOISTURE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE O.D. I PIPE I PIPE BELL `� UNDISTURBED SOIL O.D- OF DETRIMENTAL OUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD �J 4� PIPE O.D. I`` UNDISTURBED SOIL I� LABORATORY METHODS,MEET THE FOLLOWING REOUIREMENTS: 6" MIN./12" MAX. PLACE METAL DETECTOR MAXIMUM LIQUID LIMIT 45 TAPE AT A MINIMUM OF 24" 6• MIN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSING NO.200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 0PTIONAI-0. I THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL OPTION NO. 2 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND.! © CEMENT STABILIZED SAND NOTES: I. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS. SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. BEDDING AND TRENCH 3. ALL BEDDING & OF IRON BE IN ACCORDANCE TO ANSvgwWA C150/A21,50, 4 COMPACTION SHALL BEATION ATTAINED BYCTILE MECHANICALIPE TAMPI TAMPING 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REOD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE LAYER OF TAR PAPER 1" x 18" GALVANIZED STEEL TO PREVENT BONDING ANCHOR BOLT SECURED TO 'i VERTICAL REINFORCING STEEL A A t Sao W W 0 t ''' VERTICAL STEEL AS PER TABLE o a W #4 BAR HOOPS, 12" O.C. r, c & io a Hit POUR CONC. AGAINST = m UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER FOR DI PIPE & PVC PIPE 5.ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4.00, ST4.Ol, & ST4-02. S2-02 i I" [25mm] DIA 33- 2" [51mm) LETTERING I HANDLING HOLE [845mm] 1/4• DIA - LETTERING STYLE: 1" [25mm) DIA 80OKMAN OLD STYLE HANDLING HOLE 2" [51mm] LETTERING 2-3/16" DIA LETTERING STYLE: E518mm) 1. 9/16 E BOOKMAN OLD STYLE 1/4" 16mm] DIA [40mm] l NEOPRENE GASKET 4.1/2" 13 (2) PICKBAR p (2) PICKBARS 7/16" [114mm] s 2" �-�; i ' 2" [ 11mm If [51MM] +j [51MM] gg r 330" DIA "`♦ [65mm] [762mm) Lamm] CITY OF BR) 33[862mmFlA 4-3/4" DIA Ep1035mm] � ��' �• � `� 2- [51mm] LETTERING •"A°� •".E•r' LETTERING STYLE: PL4A7 VILE EW LETTERING I7U1ME SECTION BOOKMAN OLD STYLE LETTTERINGERING STYLE: BOOKMAN OLD STYLE j J MACHINED SURFACE 3y ' D 1 rnm" IA mm) E16m 1.1/2" J • [t6mm]38 mm] [62mm] 7/8" vu�z-3 [22mm] E73 m [73 m) R 1-3/4•' 1" OIA X 4" LG [R44mm] H. .S. ROD COVER SECTION PICKB 9R DI;7AIL u u B0ITOVI VIEW STANDARD MANHOLE orcoTTR RING AND COVER �I DUCTILEIRON V-1432-3 S4-01 0.3/4" 13/16"-13/16" 38" DIA `t gg�pp [781mm]DIA, 3/4" [20mm) mm [965mm NEOPR N�)GASKET Y5 •• ID OF GROOVE [20mm 2E819mm]. [6mm] 5m -{ v f5mm] ', L1/2" 2y 7/8" 30" OIA38mm] 4.. [ 13mm] 7/8'• [ 73mm) [ 762mm [ 102mm] 130E"I'HOLESECTION [22m 3j4. ," (25mm) DIA gL pp [R44mm] X 5 1/2" [140mm]32[SZ1mm71A_�\-,[GASKET .1/2" MACHINE CROOVE LG STEEL ROD �-733 _uL • DpIA 38mm] DE7AIL 30" DIA 1-v2 PICKBAR DF,TAIL [92�mm7 [6m OVE FOR [762mm g/8•. [38mm] FRAME.SECTION PNEOPRENE GASKET [ T6mm] • J MACHINED SURFACE ' 2.7/8" 2" [51mm] LETTERING [73mm] j' LETTERING STYLE: Co TR 45EC7101V Bookmon Old Style 2" [51mm) LETTERING RECESSED FLUSHED (4) 5/8"•11 NC X 2'• LG (4) 5/8"-11 NC CX E2" LG HEX gg CAP SCR WSS HEX JS CAPERPWT & o 0 & NARROW ZINC L T. & L & N H0 C RUBBER WASHERS p� RUBBER WASHERS ° [51mm) °_; [51mm] 02 , ' [102mm ® [102mm] v-z.az-a .a CITY OF BRYAN (1) 7/9•• (22mm) v, � �•.. DIA HANDLING HOLE E R (1) 7/8" (22mm) DIA HANDLING HOLE u u PICKBAR 2" [51mm] LETTERING 2" [51mm1] LETTERING (2) PLACES RECESSED FLUSH LETTERING STYLE: PIA VIEW BOTTOM 1IT BOOkmOn Old Style % + IV WATER TIGHT MANHOLE RING AND COVER DUCTILE IRON V 2432-3 S4-00 S4-02 z� � con w w r� � w w � a W o "' z� z� Con U CITY OF BRYAN The Good Life, Texas Stile.' DRAWN BY: C.L.M. DAZE: 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 Concrete Pad F D 0 1 Cond,4 Entry G 00 000 9 00 000 A E C NOTE: All Dimensions Are In Inches 8' -T a000000;o 1/2" Rebar 18" Center to Center Both Ways Class "A" Concrete As Per City of College Station Specifications. XFMR A B C D E F G MAX KVA Inches inches inches inches Inches inches inches WEIGHT 100 Single through 24 11 54 70 10 49 15 2,500 Phase 250 4S i i�1 9` i2 1r`rr1a 300 1 r'00 1 j I ca } 59, 15 114 j 120 25 is 26 15,000 i I ! CONCRETE PAD SPECIFICATION CAUTION TAPE 30' T M/N. 48' I AON. MIN F/LL D/RT FSECONDARY 2 FT. FILL DIRT PRIMARY PVC AD. ELBOW 90' RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES Existing = RED Proposed .... C1(7,",11 Demo or Move = GOLD = Pad Mount Transformer kva ph anw N� = Fuse OOOOP00J0( 0= Pole r-� = Meter P� = Primary Pullbox 4 = Pole NER I Stub outs for future use. ----- = Size & quantity as noted, No wire at this time, gs'..axw ereemmx - z'r-.ems - wzc s 11 ,4tI v i i IJ i j �t^• ,v (_'y V"' I F: ,.3 y : . Proposed 2 - 4" PVC service conduits Wire by CSU, Proposed 4" PVC service conduit. Wire by CSU, Existing primary & service conduits. ENERGIZED 233 ; 9 REPLACE 1.dDOD Si1PF„ , L ZRE:T?" POLE °. 1 A`. ', , 23460-6( `' 120/240 Q 37.5 120/240 h}, Bid' C' 23359-25 I too \ I y NC 4 ssrt y I ii 17 CWIRE TO i�V CD r {HOLE 23311-15 WORK FOR PHASE 1 D IS LIMITED TO CLOUDED AREA 0 ly a e 'RFC ACE :n P6 ExH SE:. SJ FC! e 45ICON. ,�TEP3LE 6'. LN 0 CONSTRUCTION NOTES 1. THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USER EXACT LOCATION [IF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3.ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, NO EXCEPTIONS. 4. ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 6.PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW FINISHED GRAD. 7.C13NTRACMR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR TO ROUGH IN [IF PAD. 8. CONTRACTOR WILL FURNISH RIGID OR D4C CONDUIT (3(' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPROPERLY PLACED STUB U'S WILL BE CORRECTED AT THE EXPENSE O THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. 9.PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT, 10. CAPS SHALL BE PLACED AT BOTH ENDS [IF CONDUIT. DUCT TAPE NOT ACCEPTABLE. 11.SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 3lY BELOW FINISHED GRADE. 12. PRIMARY CONDUIT WILL HAVE 12' TO 19' OF DIRT COVER PRIOR TO PLACING A 6' WIDE 'CAUTION' TAPE. FINAL BACKFIL.LING CAN THEN BE PLACER la SOD_ AROUND ALL PAD —MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY—FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 14. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15, COST OF LEVELING PAD —MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. THIS ALSO APPLIES TO IN —GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION. 16. IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BONDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 17.IF A CT CAN IS REQUIRED, IT VILL BE FURNISHED & INSTALLED BY OTHERS MINIMUM SIZE VILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CT's L METER BASE WILL BE FURNISHED BY CSU R INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED 6 INSTALLED BY CSU. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR DNSTALLONG GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES, COLLEGE STATION UTILITIES VILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. 19.IN ALL CIRCUMSTANCES WHERE CONDUIT IS SPLIT BY DEVELOPEMENT PHASE LINES IT VILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXTEND CONDUIT INTO ADJACENT PHASES FOR COMPLETION WHEN FUTURE PHASES START, `a LA.,-r WOOD P r - 45Cn14CPy e� �.. c , U CR s F TC TC� v Fu .n F Jj . 50_ ALL c:G°i ., ..v. FLkT, PHASE 1D APPROVED FOR CONSTRUCTION CITY OF COLLEGE STATION ELECTRIC LAYOUT FOR: LAKERIDGE TOW HOMES WF1218121 - College Station Uti 7_-s 1601 Graham Roa ,4 College Station Tx, " SCALE: DATE ADDRESS SHEET NO. 1" = 60' 3-25-11 1 Of 1 tNARVEY urrplaL a DRAWN 11Y NECKED SY- BONES BUTLER RD. RFV S. WEIDO STAFF