Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SP2015-000058
c qmp eAVI -A- �Padis--moosfr COMMERCIAL SITE DEVELOPMENT & ASSOCIATE PRIVATE PARKING, DRAINAGE AND UTILITY IMPROVEMENTS VICINITY MAP �4 4� �Q. d PROJECT GQ y�o�s LOCATION ARRMGTON ROAD NOT TO SCALE\. OWNER: BRAZOS TEXAS LAND DEVELOPMENT, LLC. P.O. BOX 2564 BRYAN, TX 77805 DEVELOPER: KIDDIE ACADEMY 3415 BOX HILL CORPORATE CENTER DRIVE ABINGDON, MD 21009 KIDDIE rr AcADEmy. EDUCATIONAL CHILD CARE FOR KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A BLOCK 5, LOTS 5R-A - 7R-A COLLEGE STATION, TEXAS DECEMBER 2015 chultz 111 ngineering, LLC TBPE FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN. P.E.. LICENSE NO. 109835 DECEMBER 30. 2015 RELEASED FOR CONSTRUCTION OF �� N....N�N..N � • ,� DL. DOWN ..M......N.N.. .. 10985 FIRM f 12327 SCHULTZ ENGINEERING. LLC SCHEDULE OF SHEETS � SHEET TITLE C1 SITE PLAN 141 C2 GRADING PLAN %► C3 PAVEMENT PLAN C4 EROSION PLAN AND DRAINAGE PLAN V C5 UTILITY PLAN Lt LANDSCAPE PLAN V FIGURE W1 STANDARD WATER DETAILS SHEET 1 OF 2 FIGURE W2 STANDARD WATER DETAILS SHEET 2 OF 2 FIGURE SW STANDARD SIDEWALK DETAILS 4 c SP2-01S- 006C)S '�) \2I301IS u :oo P�:5' 1\ CRT MAROON INVESTMENTS, LLC GREENS PRAIRIE CENTER PHASE 2A BLOCK 5 LOT 4R-A 0.59 ACRES 11951/087 ZONED GC AND OV PRIVATE ACCESS EASEMENT 11660/140 BRAZOS TEXAS LAND DEVELOPMENT LLC GREENS PRAIRIE CENTER PH 2A 10' PUBLIC UTILITY BLOCK 5 LOT 111 11.725 ACRES PUBLIC UTILITY EASEMENT ZONED GC AND OV EASEMENT 11660/140 COMMON AREA 3 SITE PLAN BUILDING #S 0.04�ACRES FIRE DESIGN constr. Type y6 Bld. Size SF t1,v sf No. Stories Sprinkled (Y/N) y No. FHs (Locations) 1 Required Flow t�sot7 rrFM EXISTING CURB 6c TYPE V EXPANSION �,NGW, ,..-.. KEEP 6' RISE TO ` TO BE REMOVED ELEV • T/C ELEVE 3' PROPERTY RITE EXISTING OIHIIER 3' f f CNL.r'fia.,�r;frw, 9 EISTING PVIAT. �6 EXISTING BASE APRON SOW. BE E `'2 DEFORMED 1r (- PS O.C. STRENGTH 3DOOiPSQ W/ 4 FOR TYING NEW BARS 0 IV O.C.L.W. ASPHALT t 0 -! fir' APRONS wCONCRETE ECum & Gum . ONLY. SWILL BE /ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY.p�y v +4 SECTION A -A A TYPE "G" EXIWWN JOINT PROPERTY LINE ' MAINTAIN 2X VARIES CURB 7O FIVE MAX CROSS SLOPE AV FACE 70DIMHAVE /*AT RADIS POINT. SHLW TYPE 'D' 2W MIN. R CURB JOINT AMBULATORY 12 MAX mux THRU RAMP " IIV<rJ SAW CUT \ -.009' 1 1 \ / SAW CUT 'G' A� / \-EXISTING CURB & GUTTER TO ISION NEATBE REWOM - REPLACE STREET SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. KIDME 40 AcADEMY.107- EDUCATIONAL CHILD CARE PATH WHIM /-INSTALL BOLT i IN WALK EXTEND END 1V BEYOND CONCRETE AND TAPE ENDS _"�-3" SCH 40 PVC PIPE 18' BELOW TOP OF GRADE TYP. PVC SLEEVE DETAIL N.T.S. NoNFORCING; BARS f CONCRETE PAVEMENT -1 -Xj' T %-6" LIME STABILIZED SLUBMDE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) f X-5" OR W AS SHOWN ON THE PAVEMENT PLAN f 5' PAVEMENi - USE 14 REM 0 18' O.C.E.W. • V PAVEMMENT USE 14 REPAR 0 IW O.C.E.W. TYPICAL CONCRETE PAVING SECTION DETAIL N_T.S. 1 3W L ibt � I COLLEGE STATION ENGINEERING 1730* MIN. BIKE RACK DETAIL N.T.S. 1CTIVE FINISH METALREFLSIGN 12")w REFLECTIVE FINISH META. SKIN STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SDI:WUAUL ADA SIGN DETAIL li TS. NOTES. - ,- 1. ALL CURBS V IN HM14T UNLESS NOTED OTHERWISE BARS 2. EXPANSION JOINTS IN CURB & GUTTER $WALL BE SPACED A MAXIMUM 40' AND AT ALL RADIUS POIM PCT.'S AND P.C.I. 0 = 3/4' X 18' SMOOTH CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS SPACED AT A MAXIMUM DISTANCE OF IW. TYPICAL CURB DETAIL N.T.S. ME LANE MARKING NWM, 2' 1. SIGN SHALL COMPLY WITH THE COOS FIRE SERVICE STANDARDS. 2. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4') WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 16" CmImmm 3. A SIGN TWELVE INCHES (12 WIDE AND DORM INCHES (187 IN HEIGHT SWILL BE MOUNTED IN A CORSPHCUOUS LOCATION AT PAR= EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS STALL BE TWELVE INCHES (12') WIDE AND OILY EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SIC INCHES (67 HIGH STATING TOW -AWAY ZONE'. SUCH SKINS SHALL BE PANTED ON A WHITE =W-AIRTAY BACKOROLND WITH SYMBOLS. NATTER AND BORDER IN RED. 6' 2m 4. TOW -AWAY ZONE SIGN SHALL BE 12' WIDE X 6" TALL PER TMUTCD R7-201aP SKGwAGE FIRE LANE SIGN DETAIL N.T.S. _..- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Eng�neer■ing, LLC DEV LICEN L DOYEN. P.E.. LICENSE N0. 109835 2730 Langmire, Suite A DECEMBER 30. 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764,3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB DLD DLD JPS 15-420 DECEMBER 2015 10983 FIRM If 12327 ' ""' SCHULTZ ENGINEERING, LLC LEGEND PROPOSED CONTOUR -- - EXISTING CONTOUR -- --- - - - N BOUNDARY ADJACENT PROPERTY BOUNDARY RIGHT of WAY LOT LINE - -PROPERTY SETBACK -PROPOSED PUBLIC UTILITY EASEMENT -- --- -EXISTING PUBLIC UTILITY EASEMENT PROPOSED PUBLIC ACCESS EASEMENT EXISTOG; PUBLIC ACCESS EASEMIM EXISTING PRIVATE ACCESS EASEMENT EXISTING PUBLIC DRA AOE EASEMENT PROPOSED 5 HIGH FOAM LAWj---FIRE LANE PROPOSED CURB AND GUTTER E70511NG CURB AND GUTTER FLOW ARROWS --- S7 ST -STORM PiPE - ST - ST -EXISTING STORM PIPE w-8 PROPOSED WAiERI HIE. SIZE NOTED PROPOSED WATER SERVICE. SIZE NOTED W-8 EXISTING WATERLINE. SiZE NOTED S-S PROPOSED SANITARY SEWER LINE, SIZE N01ED S-6 PROPOSED SANITARY SEWER SERVICE. SiZE N07M S-8 EXISTING SANITARY SEWER UNE, SIZE N01ED GAS PROPOSED GAS .DIE, SIZE NOTED GAS EXISTING GAS LINE, SIZE NOTED t/E PROPOSED UNDERGROUND ELECTRIC LINE UE EXiSTiNO UNDERGROUND ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LIE Nmimm-m . i. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BRYAN/COLLEIE STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER SIREETS. DRANAOE). ALL CONSTRUCTION SHALL BE COORDINATED WiTH THE CITY ENOINEWS OFFICE: 2. ALL UTILITY LINES WATER GAS. SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RMM INFORMATION BASED ON CONSTRUCIM UTIUTY MAP DOCUMENTS OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND HELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTBiCATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION S REOIARED. DKG TESS: (NO) 344-8377 ATMOS ENERGY:: J9972 -M 774-2508SUDDEN L INNK COMMUNICATIONS: 979595-2429VERIZON: 821-4770 4. THE CONSTRUCTION SHALL COMPLY VAiN OSHA STANDARD 29 CFR PART 192E SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 6. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDNANCE. 8. PROPOSED SKINS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDC. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SD AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SU &IEC:T PROPERTY. MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TD MAINTAIN A UNITED APPEARANCE. L IT IS THE R£SPONSIBLiFY OF THE CONTRACTOR '10 USE WHATEVER ME" NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTAUATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL. PERMIT NO. 1XR 150000 REQUIREMENTS FOR CONSTRUCTION SrML 10. PERMANENT VEGETATION WILL BE ON THE 01511URBED AREAS AFTER CONSTRUCTION 15 COMPLETE BY HYDROMUL C HING AND SEEDING ALL DISTURBED AREAS. 11. DREROR BUILDING AND SITE Ugf M SH O& MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHAH NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FI URE SHALL DIRECTLY PRONECT U04T HORIZONTALLY. FWURES WiLL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LIE. PLEASE NOTE THAT COMPLIANCE WiTH TIES SECTION WILL BE VOWED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 12. DRADVAIE IFORMAATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. A& U MAPIN0 AND iRRKGA110N DESIGN ! ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE t IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY. 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 15, ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECTION. REFER TO PAVEMENT PLAN FOR PAVEMENT DEPTHS. 16. IDOS COVERAGE OF GROUNDCOVER, DECORATIVE P*A NO, DECORATIVE ROCK (NOT LOOSE). OR A PERENNMNU. (MASS S REWRED IN PARKING LOT L5LAN05, SWIAL.ES AND DRAwrK AREAS. THE PARKING LOT SETBACK. RIGHT-OF-WAYS. AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION 17, DETENTION AND DRAINAGE FACILITIES ARE EXISTING. IL THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE PLANS. DRAWINGS AND S'PECIiCAATIONS. 19. R S THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL REGOULAT10N8 REQARDHI'><' CONSTRUCTION ACTIVITIES NEAR ENEROMED OVERHEAD POWER LIES. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LIEES THAT ARE CRO98£D OR EXPOSED DURING OOHSTRUCTM OPERATIONS. WHERE EXL4TING UTILITIES OR SERVICE LIES ARE CUT. BROKEN. OR DAMAGED. THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTLTTES OR SERVICE UNE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER. THIS MATERIAL AND WORK SHALL BE AT THE CONTRWTOR'S OWN EXPENISE. 21.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES THROUGHOUT THE ENTIRE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDONE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. 22. R SHAD. BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL RE{OUARED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. 23. ANY AGACENT PROPERTY AND RIGHT--OF-WAY DISTURBED Mm CONISTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER. 24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAD" IN ANY STREET OR DRIVEWAY. 25. ADEQUATE DRAINAGE STALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER 26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGUIATORY AGENCY. 27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS. IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 28. THE CONTWIC?IDR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATION PROVIDED ON THE PLANS AND DRAWINGS 29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED. BY SCHULTZ ENGINEERING, LLC (SE), FOR THIS PROJECT IS CONSIDERED BY SE TO BE CONIFiDENTIAL. WHEN ISSUED, ITS USE S INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT I ADDRESSED. PERMISSION IS NOT GRANTED TO THE REMPENT FOR DISTRIBUTION OF THESE DOCUMENTS iN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA S AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS 70 IT PERFORMANCE, ACLU RACY. FREEDOM FROM ERROR. OR AS TO ANY RESULTS GENERATED THROUGHOUT iTS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT SE. UPON RELEASE OF SUCH DATA. S NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LABILITY FOR ANY CONSEQUENCES ARISING OUT OF TIEIN USE. v I t :PROPOSED 6" x 2" TAPPING PROPOSED 6" SADDLE WATERLINE ROPOSED 2" WATER SERVICE LINE �- PROPO ---UE �ROPOSED ISOLATiON VALVE 1.5" - WATER PROPOSED P.U.E. SERVICE ' L LINE PROPOSED 6" PROPOSED 1" FIRE LANDSCAPE SUPPRESSION METER LINE PROPOSED 1" DOMESTIC PROPOSED WATER 1.5" WATER METER ' SERVICE 406- LINE BENCHMARK INFORMATION TBM 1 N: 10188032.1474 E: 3577938.5969 ELEV : 309.43 (CORNER OF TRANSFORMER PAD) M 2 N: 10188232.3423 E: 3577985.357 ELEV : 309.03 (CORNER OF TANSFORMER PAD) KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A LOT 5R-A - 7R-A BLOCK 5 - COLLEGE STATION, TX INSET A I Ii = 10' INTERIOR ISLANDS IM 0 S TOTAL ISLAND AREA S.F. END ISLAND AREA REQUIRED S.F. ADDITIONALTERIOR TE IS ANDD A PRODDED S.F. 1 374 18D 194 2 499 ISO 319 3 406 360 46 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 559 SF (132 SF REQUIRED) LANDSCAPE ISU►NID ANALYSIS TOTAL PARKIN(;: 44 SPACES PERIPHERAL PARKING;: 33 SPACES INTERIOR PARKING" 11 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 11 SPACES X 12 - 132 SF SITE PLAN SiTE SPECIFIC NOTMS, 1. THE OWNER OF THE PROPERTY IS BRAZOS 70M LAND DEVELOPMENT. U.C. THE SUBECT PROPERTY IS LOTS SR -A - 7RA PROPERTY S ZONED GC GENERAL COMMERCIAL. OV CORRIDOR OVERLAY. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.88 ACRES (81.08 SF). I THE SUBJECT TRACT DOES NOT LE WITHIN THE ROD YEAR FLAOOPLAIN ACCORDING TO FEMA FL000 INSURANCE RATE MAPS FOR BRAZOS COMM. TEXAS AND INCORPORATED AREAL COMMUNITY N0. 480083. PANEL NO. 0325L MAP NO. 4804100325E EFFECME DANLMAY 16, 2012. 4. THE MINIMUM REQUIRED FiRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 10.300 OF IS 2.750 GALLONS PER MINUTE. TINE BUILDING S FULLY SPRINKLED WHICH DECKASES THE REQUIRED FiRE FLOW BY BOI (I = GPM). 1 FIRE HYDRANT IS REQUIRED. THE EXISTING HYDRANT WILL BE SUFFICIENT. 5. TRAFFIC IMPACT ANALYSIS 6 NOT REQUIRED. S. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN FENCE THE DUMPSTiR AREA SILL BE 24' x 12' NOT INCLUDING ANY DOLLARD& 7. THE OUMPSiER OATES SHALL OPEC! 100. A UC CLEARANCE FOR THE CURB SHALL BE PROVIDED. 6. PARKING TAT STRIPING OTTER THAN FIRE LANE STRIPING SWILL CONFORM TO TEXAS DEPARTMENT OF TRANSPORiIITHON CFkD ) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS. SiREM AND BRIDGES: ITEM NO, TYPE 2 MARIGNO MATERIALS. 9. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALUE. THE LOCKAGE UD SMALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL'S64 LOCKING LD AT MINIMUM. AN ALTERNATING LOCKABLE UD SOUL BE APPROVED BY THE FIE MARSHAL. OR HIS DESIGNEE. 10. HOBO BE PROVIDED ON THE BUILDING PER FIRE MARSHHALL'S REQUIREMENTS AND 11. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE BRICK. OR OTHER ALTERNATIVES AS APPROVED BY THE ADMMNSiRATOR It CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. I& THIS DEVELOPMENT LS LOCATED WITHIN THE SPRING CREEK IMPACT FEE AREA, THE FEE WILL BE DUE AT THE TIME THE BUILDINO PERMITS ARE ISSUED. 14. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER ASSOCIATION. 15, ALL STORM SEWER S PRIW L STORM SEWER COVERS SHALL BE LABELLED PRNATE AND SHALL MDT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. It CONTRACTOR SHAH CONTACT BTU 24 HOURS PRIOR TO BEGINNING CONSTRUCTIOM WITHIN BlU EASEMENTS. 17. SIDENALK RAMPS ALONG MILLS PARK CIRCLE SHALL USE PAVESTONE ANTIQUE YERRACOTTA BRRCK I& SIDE WALKS ALONG MILS PARK CIRCLE SHWA HAVE ROCK SALT FINISH. VICINITY MAP 1� P4� OQ'�°e 4 PROJECT LOCATION C ARRMOTON ROAD NOT TO SCALE WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 10.75 GPM MAXIMUM (PEAK) 43 GPM i" DOMESTIC WATER METER SANITARY SEWER DEMAND PER LEASE SPACE (a 90% OF WATER DEMAND) AVERAGE 8.75 GPM MAXIMUM (PEAK) 0.35 GPM 6" SANITARY SEWER LINE ® 1.04% MIN. SLOPE FIXTURE UNITS s 70 FIXTURE UNITS ALLOWED - 700 PIPE SLOPE OK PARKA ANALYM REQUIRED PARKING: 10,300 SF OF DAY CARE 1 SPACE PER 250 SF 42 SPACES REQUIRED TOTAL REQUIRED: 42 SPACES 9' WIDTH. 20' LENGTH TYP. PROPOSED PARKING: 42 SPACES PARKING 44 SPACES PROVIDED TOTAL SCALE VERTICAL WA HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 15.420 SHEET C I CRT MAROON INVESTMENTS, LLC GREENS PRAIRIE CENTER PHASE 2A BLOCK 5 LOT 4R-A 0.59 ACRES 11951/087 ZONED GC AND OV :.Jo ROCK R KiDDiE""%4v-7AcADEmy. EDUCATIONAL CHILD CARE n / EASPUBLIC EMENT UTILITY r 11660/140 r r 307 / 1 r Jw DAVILA RIC RDO REYNA / -GREENS PRAIRIE PH 2A, BLOCK 5, LOT SR -A, ACRES 0.59 r / 12375/223 ZONED GC AND OV 20 10 0 20 SCALE IN FEET y . ' 310.82 , 10.9 TC .�' 10.85 TC 1 .95 311 t t 311 GRADING :. 0.85 TW +lY 1 10.9 310.98 TW 310. TW 1 TO ACHIEVE GRADE IN TO RECEIVE PAVEMENT OR WM41N THE ASS� F-WAYIAL USMALL Be TW 10.9 310.98 t0.88 TRLEAST 98X OF THE IMUMM DRY DENSITY AEAS BE COMPACTED TO ASED RIGFiT OFFILL 1 X.310.88 TW \ �. DETERMINED BY THE STANDARD PROCTOR TEST, (ASiM 0698). AT A MOSTUI CONTENT FROM > 310.88 ! ea 310.88 TW OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE G+ 310.78 TW 1 e 31-0 78 TW +, 3t0.7 1 , / N OF THE STREETF-WAY OR PAVEMENT AREAS SWILL BE COMPACTED TO 95% OF THE 78 107 \ 310.78 TW # . h, 3/0.78 TW 10• Q - 310.78 10.90 TW _ 310.78 TW 311. TC DRY DENSITY. TW 10. 0 iW 10 90 f `, 310.9 10. • 1 310. • "�� i / �PG - } ''' 2. THE SUBQRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE r STABIIZED SUBGRADE OR zti rl 10. , f 3. SELECT FILL. HANDICAP RAMP SLOPES SHALL NOT EXCEED iV:12H. f d 310.55 0.40 PG 310.40 Pl3 ',; 3ti �/ 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 310.50 TW ! 310. 0 PG S. STRUCTURALBACKFLL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE `�• 1 G TRENCH IS WITHIN S' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL. FOLLOW THE GENERAL INTENT Or THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING KANN MAY BE REQUIRED TO 312 MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWNAPPROXIMADESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR SITE i1ARE CT10N THE WORK. CONST7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED ARM ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. i f S. AWAYOR SIDES OF THE PROPOSED PAD SMALL BE USE s 311 __- OF DRAINAGE SWAIM OR DRAINNAGGEDEPING PROVIDED. IPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. >1 9. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNNCAL REPORT. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY BRAZOS TEXAS LAND DEVELOPMENT LLC '- COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY `PLUG" SHOULD GREENS PRAIRIE CENTER PH 2A BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM BLOCK 5 LOT 1 R 11.725 ACRES - r GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO ZONED GC AND OV FEET THICK. 10' PUBLIC UTILITY EASEMENT 11. REFER ' 0 "THE, CHNIC L REPORT FOR DETAILED SIMMCATKINS ON SUBGRADE, PAVEMENT, Z FMMDAr NSETC. 30E 12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAM. SO THAT NO PONDING OCCURS. 13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHALL BE 11' BELOW THE TOP OF j 3na CONCRETE AND Y BELOW IN LANDSCAPING AREAS. -' 14. ADEQUATE DRAINAGE SMALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SMALL BE RESTORED TO `� EXISTING CONDITIONS OR BETTER. "WHEN O'dTHE E 15. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. FIELD CONDI IONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED FRCF g °DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. AB! 0 6 0 kE 15. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 17. THE CONTRACTOR70 THESTRUCBUILDITURALNGIINEER'S PLANS FOR SPECInCATIONS. OR SMALL REFER COLLEGE FOR THE A 16. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS. SHALL BE GRUBBED AND REMOVED. ENGINEERING VEGETATION SMALL. BE REMOVED AND THE TOP 6-24 INCHES OF TOP SOIL AND SUB -GRADE BE STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS. 19. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SMALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF THE CHANNEL PRIOR TO PLACEMENT OF FILL BENCHES SHOULD BE AT LEAST 6 FEET IN WIDTH WITH ONE BENCH BEING PLACED VERTICALLY FOR EVERY 2 FEET OF CHANNEL DEPTH. THE SEAL APPEARING ON THIS ' . DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., Y; Schultz E n g i n e e r i n g, LLC LICENSE NO.109835 2730 l.ongmire, Suite A DECEMBER 30, 2015 College Station, Texas 7784S RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-420 DECEMBER 2015 ........�........ DEVEN L NDOYER 109835 cr `/ 1� FIRM 12327 SCHULTZ ENGINEERING, LLC KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A LOT 5R-A - 7R-A BLOCK 5 - COLLEGE STATION, TX GRADING PLAN EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL. MAY USED AS 1ENT AREAS ONLY, IF THE MATERIAL. IS FREE FROM TRASH. rANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION ER BUILDINGS SMALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 21. STABILRED MATERIAL OR FILL MATERIAL SWILL 13E PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF OX TO +4X OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98X (FOR STABILIZED) AND 95% (FOR GENERAL FILL) OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D898. TP - TOP OF PAVEMENT TC - TOP OF CURB TW - TOP OF WALX TS - TOP OF BERM TO -TOP OF GROUND TRW - TOP OF RETAINING WALL BENCHMARK INFORMATION TBM 1 N: 10188032.1474 E: 33577938.5969 ELEV : 309.43 (CORNER OF TRANSFORMER PAD) TBM 1 N: 10188232.3423 E: 3577985.357 ELEV : 309.03 (CORNER OF TRANSFORMER PAD) SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 15-420 SHEET r� ' / a-�•••�/�-� ^ter .�• ^ •� CURB OPENIN 3 _P pRKIIS p Sp • LOT 6R-A-- [r[r' BLOCKS • ..` �`= ```_`_. x AlPPS 1 STORY DAY CARE BUILDING l 10,300SF 5' SIDEWALK -ICING '�-ppaI. c FF=311.00 CRT MAROON INVESTMENTS, LLC GREENS PRAIRIE CENTER PHASE 2A BLOCK 5' LOT 4R-A 0.59 ACRES 11951/087 ZONED GC AND OV : v;\� • .-' PRIVATE ACCESS, ' EASEMENT 4 F NQ' VKhhNti t'tWt(Ih h'M YA, tiLVII Do N/t. / ; N/F COMMON AREA 2-A, 0.60 ACRES ��� 300 VENTURES LLC 1 J4i / DAVILA RICARDO REYNA 11660/140 '* KEENS PRAIRIE PH 2A. BLOCK S, ,�'� GREENS PRAIRIE PH 2A, BLOCK 5, ZONED GC AND OV LOT 12 28 2% 68 ACRES / G SAWCUT AND LOT SR -A, ACRES 0.59 NED GC AND OV REMOVE *60 12375/223 \ LF OF ZONED GC AND OV } SAWCUT AND • . / �� /CONCRETE REMOVE t70 LF CURB •. OF CONCRETE yes / �y�6 -.- SAWCUT AND �• CURB � ti REMOVE t308 SF OF .F r / �"- -..-"" '_" Y--- • • / �6 a15 , CONCRETE .. SAWCUT AND J�, SIDEWALK REMOVE +353 SF ;E - OF CONCRETE y_�~W-6 W-6. TBM 2 8' K• .g. SIDEWALKWIDTH R1 (^ z VARIABLE WIDTH VARIABLE Co • ' ' PUBLIC UTILITY PRIVATE ACCESS •. EASEMENT & DRAINAGE EASEMENT MILLS PARK CIRCLE •r .' `��`` (27.5' TYP.) 11660/140 " r h 1166/140 '�^-,..._ �S`` "�� a �yw.••: / ,., Y,�•�.n' �� �-..`_ 1 - f+ ! - 1 • .N PRNATE ORNE - 24' PAVEMENTONCRETE TA �A t l FLUME _ Ell -UE UE 5' SIDEWALK 07 °� ® g• CURB OPENIN 70 `` ,PJ, ! ,y Q _ G ��, � 5' SIDEWALKi n•r'"ia e" 'A -PRIVATE ACCESS EASEMENT `` 11660/140 10' SIDEWALK~ . '�-� ` "' - ``-� _'` ~-- -! ,`'- 5- 2' WIDE CURB OPENING a s s > t+ b a a n > i ���WA LDUMPSTER PAD W/ 6' SCREEN FENCE LOT SR -A BLOCKS X yLIN \ / - , rwowr■or■rr uoarrr■■ ■onuv , ` �■ ONE ■ b TRENCH DRAIN OP CURB OPENING a S' SIDEWALK r� BRAZOS TEXAS (.AND DEVELOPMENT LLC GREENS PRAIRIE CENTER PH 2A 10' PUBLIC UTILITY 10' PUBLIC UTILITY BLOCK 5 LOT 1 R 11.725 ACRES EASEMENT EASEMENT ZONED GC AND OV 11660/140 12280/63 SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4 SAWED OR FORMED. SEAL 1/2' DNA. X 18' O.C. (COATED W/HEAVY GREASE} PER 1/8" TO 1/is' WIDE; 3/4' MINIMA NON -EXTRUDING JOINT FILtiR -T PER PLAN RECYCLED MATERIAL. 3/4' THICK AS MANUFACTURED BY J.D. RUSSELL CO. 3' LONG LLMETAL OR PLASTIC GREATER CAP, MISIDE DL�ONG BE 1/1 NOTE CONTRACTION JOINTS SNALL BE OR APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP AT 15' MAX. SPACING NOTES Lmmr RE Lamn rmuf;K To COVER 2" nviw 1. LXF'AMKM JUINjS WW.L UL nl aU MAA OF DOWEL. AND MUST STOP SO END OF t.ULN I kILAU I IUIN JUIiN i 1. ALL CURBS 6" IN HEIGHT UNLESS (NOTED OTHERWISE SPACING CAP IS 1' FROM THOE END Of BAR. N.T.S. 2• MAXIMUM ' AND AT ALL RADIUSPOINTS. P SHALLT SEA SPACED P.C.'S. = 3/4' X 18' SMOOTH CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS EXPANSION JOINT DETAIL SPACED AT A MAXIMUM DISTANCE OF 10'. N.T.S. TYPICAL CURB DETAIL N.T.S. SIDEWALK OR PATH WHERE LANE MAR MARK LOCATION W APPLICABLE FIRE - KINQ NOTEa`' GALVANIZED CARRIAGE INSTALL BOLT r' 1. SIGN SHALL COMPLY WITH THE C*CS FIRE SERVICE STANDARDS. BOLT 3/8' X 2- IN WALK 2. ALL CURBS AND CURB ENDS SHALL BE PAIM'ED RED WITH FOUR MACH (47 WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. DemaUT® 3. A SIGN TWELVE INCHES (12 WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT PAIII EACH ENTRANCE TD THE PROPERTY AND AT THE LOCATIONS EXTEND END 18" SHOWN. SUCH SIGNS SWILL BE TWELVE INCHES (121 WIDE AND CONCRETE AND TAPE j H CFI.Y EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (87 HIGH STATING TOW -AWAY ZONE'. SUCH SIGNS SHALL BE PAINED ON A WHITE TOW -AWAY BACKGROUND WITH SYMBOLS. LETTER AND BORDER IN RED. 6' lAl� 4. TOW -AWAY ZONE SIGN SHALL BE 12" WIDE X 6' TALL PER 3' S 4O PVC PIPE TMUTCD R7-201aP SIGNAGE. 18` BELOW TOP OF GRADE TYP. FIRE LANE SIGN DETAIL PVC SLEEVE DETAIL N.T.S. N.T.S. KIDDIE'` AcADEMY. EDUCATIONAL CHILD CARE STEEL REINFORCING BARS • CONCRETE PAVEMENT -.-• _ - .._ .._ -- X B' LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) ■ X-5" OR 6' AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH - 3500 PSI) • 5" PAVEMENT - USE 4 REBAR O 18' O.C.E.W. • 8' PAVEMENT - USE #4 REBAR O 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz E ng i n ee ri ng, LLC LICEN L DOYEN, P.E.. � LICENSE N0. 109835 2730 Longmire, Suite A DECEMBER 30, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-420 DECEMBER 2015 OF * *yR DEVEN L DOYEN 109835 M FIRM 12327 SCHULTZ ENGINEERING, LLC EXISTING CURB 8 G TO BE REMOVED KEEP 8r RISE TO TYPE 'D" EXPANSION JOINT. ELEV - T/C ELEVE. + 3" PROPERTY LINE MATCH FIL OF EXISTING OUTTER EXISTING PVMI•. 3' s 1 EXISTING BASE RISE J I RNEWAY APRON SHALL BE DEFORMED TIE 6- (26-DAY CONCRETE 4 X 18' O.C. STRENGTH - 3000 PSI) W/ 4 TYING NEW BARS O 18" O.C.E.W. ASPHALT CONCtFOR ETE TO EXISTING APRONS W/O CURB & CUTTER CONCRETE PVMT. ONLY. SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. SECTION A -A A TYPE G' EXPANSION JOINT PROPERTY LINE • MAINTAIN 2X VARIES RETURN CURB TO HAVE MAX CROSS SLOPE A ROLL FACE DIMINISHING AT RADIUS POINT. 25' MIN R. EMOYE NAL AMBULATORY RAMP CURB 51DEWALX ,.OINi�CI ZHRU RAMP SLOPE - 1:12 MAX NEAT SA T pn SAW CUT .41t "' B TO A RSTREET EXPANSION NEAT BE REMOVED REPLACE JOINT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A LOT 5R-A - 7R-A BLOCK 5 - COLLEGE STATION, TX CURB TYPICAL CURB OPENING DETAIL N.T.S 12' 8� 6' ;`�Tp BARS s 24' O.C.E.W. CONCRETE FLUME DETAIL N.T.S. r 20 10 0 20 SCALE IN FEET PAVEMENT NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3400 PSI. ALL CONCRETE FOR NON -PAVEMENT APPLICATIONS (IE. SIDEWALKS, DRAINAGE FLUMES. AND CONTAINMENT STRUCTURES) SHALL HAVE A MINIMUM 25-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. ALL REINFORCING STEEL. SWILL BE DEFORMED BILLED STEEL BAR HII MINIMUM YIELD STRENGTH OF NOT LESS THAN 80 KSI COMING TO ASTM A6115, GRADE 60. 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED 10 A MINIMUM DEPTH OF 8' AT A RATE OF APPROXIMATELY 6X OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE MATH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES. ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AS1M 0898 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4X ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 284 RIME AND UME SLURRY. THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 2' OUTSIDE THE PAVEMENT, UNLESS OTHERWISE SPECIFIED 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECTFILL 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REOUREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. B. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2X FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT. FOUNDATIONS. ETC. 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TXD1OT STANDARD SPECIFICATION ITEM 666. TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) 11. THE CONTRACTOR SHALL REFER TO THE SCS UNIFIED SPECIFICATIONS AND STANDARDS. CURRENT EDITION. FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS SET FORTH ARE THE MINIMUM REQUIREMENTS. 12. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN 10 FEET. 13. CONCRETE SHALL. NOT BE PLACED IF THE AIR TEMPERATURE IS 50' F AND FALLING OR 9T F OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40' F AND RISING OR LESS THAN 9S F. 14, ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 15. ALL SPLICES IN PAVEMENT AND CURSIN0 STEEL SHALL BE STAGGERED AND LAPPED 30 INCHES TIMES THE BAR DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 10. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE. LATEST EDITION. THE STEEL Stall HAVE A MINIMUM 1 I INCH CLEARANCE. 17. PAVING AREAS SHALL BE PROOF -ROLLED WITH A 20 TON ROLLER AND. IF REQUIRED AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND BACKnLLMG. REPROCESSING TO REMOVE MOISTURE. MODIiTCATKON WITH LIME OR CEMENT ADMIXTURES. OR THE USE OF GEOTEXILES. I& TIE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROLUNO" SHALL BE REMOVED AND REPLACED INTERIOR ISLANDS ISLAND TOTAL ISLAND AREA S.F. END ISLAND AREA REQUIRED S.F. ADDITIONAL NO INTERIOR PROVIDED S.F. 1 374 ISO 194 2 499 18Q 319 3 1406 350 48 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 559 SF (132 SF REQUIRED) LANDSCAPE ISLAND ANALYSES TOTAL PARKING: 44 SPACES PERIPHERAL PARKING 33 SPACES INTERIOR PARKING 11 SPACES INTERIOR LANDSCAPE !BLAND REQUIRED: 11 SPACES X 12 - 132 SF kvEMENTP AN PAW.M ANALYSIS REQUIRED PARKING: 10,300 SF OF DAY CARE 1 SPACE PER 250 SF 42 SPACES REQUIRED TOTAL REQUIRED: 42 SPACES 9' WIDTH. 20' LENGTH TYP. PROPOSED -PARKING: 42 SPACES PARKING 44 SPACES PROVIDED TOTAL SCALE VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1 ' 1 FILE NAME: 15-420 SHEET �3 CRT MAROON INVESTMENTS, LLC GREENS PRAIRIE CENTER PHASE 2A BLOCK 5 LOT 4R-A 0.59 ACRES 11951/087 j ZONED GC\AND OV O 7G \ 6' MIN. DEPTH STONE VARIES' (ASTM 0448. 3' TO 5' DIAM ER � )F OVRIC GEOTEXTiLLEE WITH SAME SQUARE FOOTAGE A A ���•�EXIISTTiINNG STREET t NOTE DRESS WITH ADDITIONAL STONE 8' MIN. AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT f FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. FABRIC • MINIMUM 12' SHALL BE FULL WIDTH OF SITE \—SUSGRADE ENTRANCE SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL NITS. KIDDIE "'"ACADEMY® EDUCATIONAL CHILD CARE ® � J �BOS XALAN)) DEVELOPMENT,/LLC II J GREENS PRAIRIE -PH 2A,-BLOCK `5� r / CbMMON AREA_ 2,A; 0.60 .AC12ES 300 VENTURES LLC l�+ J� /-DAVIiA RICA/RDO REYNA 11660/140'' y REEKS PRAIRIE PH 2A, BLOCK 5, 1 j ' '--ZONED GL``AND,AY ' LbT 12R-A, 0.59 ,,ACRES t INSTALL ! r / GR LOT SR -A, ACRES 0.59CK 5. '� a/ INLET PROTECTION %� 12375/223 NED GCAN? OV ```/ AT ALL CURB INLETS i • • j' ZONED GC AND OV , Col 2' CUR � ` _ .OPENING x -NIA 1S a> / y � - � ¢ e � 1 � 9 a { - � � e n P wo I i / 312 SILT FENCE _ / f r RAZOS TEXAS \LAND DEVELOPMENT LLC\ ` -' rB GREENS PRAIRIE- CENTER PH 2A / BLOCK 5 LOT 1 R 1 'I.725 ACRES -- ZONED) GC AND / Z _. 10' PUBLIC UTILITY ti 2Glb O � EASEMENT JAN � kr 12280/63 10' PUBLIC UTILITY i �/ COLLEGE 5 EASEMENT 11660/140 3/16' NOMINAL 15' ANNULAR SPACE WITH SLIP RESISTANT COATING GRAVEL y Y y 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 OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED * MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION Of AN INLET. ' GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4- OR LESS GRAVEL STORM DRAIN INLET PROTECTION DETAIL N.TS. 2"X4' WIRE MESH (OPTIONAL)— �—SEDIMENT CONTROL FABRIC FASTENED TO T—POST OR FASTENED SECURELY TO WOODEN STAKE T—POST OR WOODEN STAKE WiTH OPTIONAL WIRE MESH METAL T—POST OR Of FiLTTER FABRIC TO STAKE AS REQUIRED TO MAINTAiN. EXTEND INTO A TRENCH SPACED 5' APART BE ANCHORED WITH IMPACTED BACKFNLLL NATURAL GROUON OF 90 4• 4"X4' MIN 4' ALLOW TO AT TOE OF SLOPEPE S FOR SEDIMENT 20- TO ACCUMULATE A" FENCE ALONG SLOPE CONTOURS. SILT FENCE ASSEMBLY DETAIL N.T.S. THE SEAL ON DOCUMENT WAS ARUTHORIZEDING HIS BY r. Schuitz Engineering, LLC LICENENSE DOYEN, P.E.. LICE N0. 109835 2730 Longmire, Suite A DECEMBER 30, 2015 College Station, Texas 771345 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NQ.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD LIPS 15-420 DECEMBER 2015 DEVEN L DOYEN .............. 109835 t� a ,No FIRM If 1232 SCHULTZ ENGINEERING, LLC 6L�J� SIDEWALK TRENCH DRAWN DETAIL N.T.S. KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A LOT 5R-A - 7R-A BLOCK 5 - COLLEGE STATION, TX 8' 8` 0 BARS 0 24- O.C.E.W. CONCRETE FLUME DETAIL N.T.S. B CURB TYPICAL CURB OPENING DETAIL N.T.S 20 10 0 20 SCALE IN FEET y \ EROSION COMM NfftES! 1. THE CONTRACTOR IS REQUIRED TQ MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 15=0 REQUIREMENTS FOR CONSTRUCTION SiTES, 2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHIM- BE CONSIDERED THE VERY MINIMUM REQUIRED. IT SHALL BE THE RESPONSIKI Y OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURS (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENf2NG. ETC .) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM iaA1w;ACE OF MiY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL. AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 25X CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAWNG AWAY IF NOT SUITABLE FOR FILL 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 5. iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiM THiS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY. 8. THE CONTRACTOR iS RESPONSIBLE FOR INSPECTING AND 4WNTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/Y OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS 15 ESTABLISHED. S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTE. 0. CONSTRUCTION EXIT IS 70 BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS M PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH iS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. DRAINAGE - MOM! 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFiLL ALL PROPOSED PARKING LOT ISLANDS WiTH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PPE, EXCEPT AS NOTED, SHALL BE HDPE. I13PE PPE SHALT. MEET AASHTO M204, TYPE S WITH WATERTIGHT SEAL THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING, CODE THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3000 PSL S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRNATE AND SHALL NOT USE THE CRY LOGO ON COVERS. 7. ALL STORM SEWER IS PRIVATE UNLESS OTHER WISE NOTED- B. ALL EXPOSED ENDS OF STORM SEWER PPE SHOULD HAVE CONCRETE END TREATMENTS IN ACCORDANCE WITH THE DETAILS IN THESE PUNS. 0. ALL DETENTION FACILITIES SHALL BE CONSTRUCTED FIRST. 10. CONTRACTORS SHALL USE FITTINGS, REDUCERS AND BENDS AS NECESSARY TO MACE CONNECTIONS. EROSION AND DRAINAGE PLAN SUALL VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 15-420 THE SEAL APPEARING ON THIS Schult E n i n e e r i n ��j DOCUMENT WAS AUTHORIZED 8Y ry '�OEVEN L. OOYEN, P.E.. .,, L,+ g' LICENSE NO. 109835 2730 Longmire, Suite A DECEMBER 30, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-420 DECEMBER 2015 OF �trN DEVEN L DOYEN 109835 I"�l 1 FlRM 123 7 SCHULTZ ENGINEERING, LLC KIDDIE ACADEMY GREENS PRAIRIE CENTER, PHASE 2A LOT 5R-A - 7R A BLOCK 5 - COLLEGE STATION, TX UTILITY PLAN SCALE VE> nCAL N/A HORIZONTAL V=29 PLOTTING SCALE: 1:1 FILE NAME: 15-420 IL SHEET C5 CRT MAROON INVESTMENTS, LLC G GREENS PRAIRIE CENTER PHASE 2A BLOCK 5' LOT 4R-A 0.59 ACRES 11951/087 /\' w `'.., : ,. • y • s�tq, ZONED GC AND OV KIDDIFWAcADEMY® EDUCATIONAL CHILD CARE N/F DAVILA RICARDO REYNA GREENS PRAIRIE PH 2A. BLOCK 5, LOT SR -A, ACRES 0.59 12375/223 ZONED GC AND OV LOT 5R-A t 0 BLOCK 5 i 1 ' 0 O / - r xl ................... ,�- - <\ �p, BRAZOS TEXAS LAND DEVELOPMENT LLC GREENS PRAIRIE CENTER PH 2A / BLOCK 5 LOT 1R 11.725 ACRES / ZONED GC AND OV / REVIEWER FOR CO PLIAN110E / JAN 0 5 �016 _ / COLLEGE STATION LINE TABLE LINE + LENGTH DIRECTION L1 7.43' I N63' 36' 45.65-E Curve Table CURVE Ill I LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ct 71.76' 200.00' D2(r3T33' 36.27' 71.38' N53'19'59'E C3 107.67' 100.00' 061'41'32- 59.72' 102$5' NOO-33-27-W C4 I 87.30' 475.00' OWW'05' 33.71' 67.25' S1508.0-W CS 125.38' 525.00' OIY41'00' 62.99' 125.08' S12-21.28-W C6 1 7.73' 710.00' 000'37'2S' 3.86' 7.73' 1 N87OO'43'W i:� 7 Y Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR OLD OLD JPS 15-420 DECEMBER 2015 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION GENERAL NOTES:- 1. 10OX COVERAGE OF GROUNOCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS —OF —WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL CALIPER PER CALIPER WHEN THE RD MNDER OF THE LOTS DEVELOPED, IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTInCATE OF OCCUPANCY M ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE. OR A DOUBLE—CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. KIDDIE ACADEMY IGREENS PRAIRIE CENTER, PHASE 2A I LOT SR -A - 7R-A BLOCK 5 -COLLEGE STATION, TX 20 10 0 20 SCALE IN FEET R0 LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS • 2.1"-3.4' GAL. LIVE OAK(QUERCUS VIRGLNIANA) CANOPY 10 ISO 1500 CREPE MYRTLE (LAGERSTOEMIA 1.25- CAL PER CANE INDICA) NON -CANOPY 20 40 800 RED ROCKET OR SDALILAR COLOR SEA GREEN 0 5 GAL. JUNIPERS(IUNTPERUS z 44 10 440 PFITZERIANA'SEA GREEN') STREETSCAPE POINTS • 2.1" - 3A" CAL LIVE OAK (QUERCUS VIRGLNIANA) CANOPY 1 150 150 CREPE MYRTLE 1.25" CA.L PER CAME (I.AGERSTOEMIA 2 40 S0 INDICA) NON -CANOPY TOTAL POINTS: 2970 CANOPY TREE POINTS: 1650 % POINTS FROM CANOPY TREES: 55.56% LANDSCAPE POINT CALCULATIONS PROJECT AREA POINTS PROJECT AREA (SF) 1000 SF OF PROJECT AREA 30 POINTS PER IOM SF TOTAL PROJECT AREA POINTS 81,698 81.7 30 2,451 ADDITIONAL LANDSCAPE POINTS FROM STREETSCAPE STREETSCAPE LENGTH (FT) LENGTH OF FRONTAGE - DRIVEWAY WIDTH STREETSCAPE SEGMENTS (LENGTH - DRIVEWAY WIDTH/SO) POINTS PER STREETSCAPE SEGMENT TOTAL ADDITIONAL LANDSCAPE POINTS 52 1.2 300 360 TOTAL POINTS REQUIRED: 2,811 TOTAL POINTS PROVIDED: 2,970 ARRINGTON RAOD STREETSCAPE LENGTH (FD LENGTH OF FRONTAGE - DRIVEWAY WIDTH CANOPY TREES REQUIRED FOR STREETSCAPE (1 PER 321 CANOPY TREES PROVIDED NON -CANOPY TREES PROVIDED ( 2 NON -CANOPY TREES COUNT AS t CANOPY TREE) 52 2 L 2 LANDSCAPE PLAN SCALE VERTICAL. N/A HORIZONTAL V=20' PLOTTING SCALE: 1:1 FILE NAME: 15-420 SHEET r I. 24"X24"XW 28-DAY CONCRETE STRENGTH ■ 2000 psi op 1 WITH 04 BAR AROUND ALL VALVE BOX. TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL T,TETT'A -A SCSTCOPPERHEAD ODAKEPIT TEST 8TNCR APPROVED EQUAL A _ NOTE: GENERAL NOTES: 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY AND, AND 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. IS DEEPER THAN 5 FEET FROM FINISHED GRADE. COMPACTED AROUND THE CAST IRON PIPE' TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN BY ANY MECHANICAL EQUIPMENT. FEET MEASURED FROM THE BACK OF CURB TO THE 2. ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. FACE EXTENSIONS ARE TO BE MADE OF BRED AS NOTED 2. ALL CONCRETE BLOCKING SWILL BE- 28 DAY CONCRETE STRENGTH = 2000psi. S. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN PAINTED AND PAINTED WITH TWO {2� ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. S. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. S. EXTENSIONS, SHALL BE A MINIMUM 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER OF ONE (1) FOOT LONG. NOZZLq SMALL BE 1S TO 24INCHES ABOVE NEAREST FINAL WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GE 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TOL E FIRE SUPPRESSIONSIGNISOLATE LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE SARRELL WATER LINES SHALL BE WILL HAVE FULL BEARING ON THE FINE GRADED USA. LL582 LOCKABLE D, U ID, TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER STANDARD FIRE HYDRANT VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED VALVE BOX PER SPECS STEAMER NOZZLE CHAINS TO BE REMOVED BY TEE OR TAPI i r SQUARE AWWA NUT EXTENSION WITH CONTRACTOR PRIOR TO SLEEVE & Vl CCTY'S ACCEPTANCE OF AS REQUIRE WORK. g" CENTERING COLLAR. TERMINATE 4' TO 9 NISM W GRADE FROM TOP OF BOX. F•, - _BURY LINE AS �- r SQUARE AW WA NUT CE�NTERIINNIGCOLLAR. V TERMINATE 4' TO 5' FROM TOP OFaBOX. GA WITHBS I O �E �T/SLVE (SEE NOT a)6' MJ ANCHOR PIPE ES0900 SURREE PIPE S L8 COUPLING SL�KINO TO 1 T. ABOVEILL INSULATED ERTRACER PVC OR D.L PIPE WEEP HOLE THRUST BLOCK BLOCK AS DIRECTED. TAPPIN AS B`QUl D CHANICAL JOINT BLOCK USING CRETE" PRECAST CONCRETE MIN. DIMENSION APPROX. � INERSGlAND3 BLOCK EQUAL TO ONE BAG OF SACKRETE OR MEGA LUO8 6" X 1 r GRAOELOK BLOCK AS DIRECTED OPTIMAL WIMA. SPLITGLAHOS (ROTATE TO FINAL GRADE) GATE VALVE &BOX =WI-00 2" SQUARE x 2" HIGH OPERATING NUT TRAFFIC RATED •k REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPIT TEST INSTALLATION APPROVED STATION OR EQUAL r % t GROUND LEVEL-N, 1 VALVE OPERATING NUT EXTENSION 1" DIA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 21W DEPTH TWO 310" SET SCREWS ON T113- MIN WALL EITHER SIDE TO LOCK THE HICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OXIDE, EDGE OF BOTTOM GATE VALVE EXTENSION NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE 1 � I 24" X 24" x 6" I I 2"AY CONCRETE _._ A4AROIWTHHBR AROUND ALL VALVE BOX. VIETTrA -A FIRE, HYDRANT LOCATION REALIGN AS NF.FDED 1 STANDARD FIRE HYDRANT ASSEMBLY WI-02 24"x24•x8" 4„ CONCRETE PAD (STD.) ' -METALDETECTOR TAPE METAL DETECTOR TAPE 48" MIN. TRACING WIR 1q� SOL10 TRACER WIRE SHALL END - COPPER AT A TEST STATION. Ong TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE 'K TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY MOVE THE PIPE. I.01 UTILITY PIPE LOCATION MATERIALS 24" MIN. PLAiV T IE i V UNDISTURBED DIRT COMPACTED SELECT FILL MEGALUG-i i 6" MIN. v// 12"MIN. SF,CTTOIV A A CONCRETE ENT} OF LINE BLOCKING NOTE. 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6"ABOVE AND ON BOTH SIDES OF COPPER PIPE. AIR RELE 2. PAYMENT FORBID REM OF "AIR RELEASE VALVE" VALMATIC N SHALL INCLUDE ALL MATERIAL$ AS SHOWN IN OR YODI DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPI 3. PIPE SIZE SHALL BE 1" OR 2". 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOTBOX POLY ROX HEAT ORHN ODEL P�H� - T- WITH HEAT OR APPRO EQUAL 4" X V X V CONCRETE PAD FOR 1" PIP 4" X V X S' CONCRETE PAD (FOR 2" PIPEE) f 1 TYPE "K- COPPER TUBING NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. BLACK TExr-� 2. SIGNS TO BE CONSTRUCTED WARNING FENNAAMEL FINISH.FURN 8H ONE t0" WARNING AND ONE VALVE SIGN ERc�ItouNlo PIPELINE AND ONE POST FOR EACH VALVE CONTACT THE CITY INSTALLED AND AT OTHER BEFORE ExcAVATINIc LOCATIONS AS SHOWN ON PLAN FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EA BACKGROUND 4 INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN) V ALV (NOT A SEPARATE PAY ITEM) r N0. A 1 r BLACK PRESSURE i j �j so 8E Amm �a ,• Miz 4'-D" IV AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN S' BLUE, HEAVY DUTY, WING CHANNEL POST r-2'X4'X6" .&W //f THAN 4V TER THRUST BLOCK H Nr i -03 LINE I VALVE BOX AND SHAFT EXTENSION 4'-0" CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB LBACK FILL ~9 RESTRAINED JOINT 6" M. J. ELL PLACED ON * NOTE: Wl THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPPLING COMPACTION WITHIN LIMITS AND REDUCER AS R IRED OF ASSEMBLY SHALL BE 95% ASTMD698STANDARD DENSIiYPER IN -LINE BLOW OFF ASSEMBLY UV3-00 W3-01 '��•_GALV.ELL GALV. NIPPLE -"� j REMOVE AND DISCARD I AFTER USE I MJ PLUG VALVE BOX AND SHAFT EXTENSION 2" METER BOX WITH ► EXIST. GRADE V.011 CAST IRON VALVE BOX COVER CAST IRON LID I�SCH. 40 GALV. PIPE 7Z 2' X 4' X S"CONCRETE SLAB 11 AFTER BLOW -OFF 1 1 INSTALL MALE QUICK AMERICAN FLOW CONTROL I CONNECTION & CAP TRENCH ADAPTER EXIST. GRADE OR AN APPROVED EQUAL BRASS BALL VALVE PIPE NATER AL MJ TAPPED CAP r i�_ BRASS THREAD PIPE WATER AIN R COPPER EXPOSED TO CONCRETE SHALLBE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO 4" M. J. ELL PLACEO ON CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER9 UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 MAIN DETAIL W3-00 :3 BRABSNIPPLE 3�f��� 4" END OF LINE TAPPINO SADDLE Wl CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 IRON PIPE THREAD AND CO RRE[.L ION FITTINGVAL THRUST BLOCK NOTES: TEE SCHEDULE" NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 I FOR 24" AND SMALLER tons 1At S. 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE DIAMETER DMETER PIPE. SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL -r POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE, FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. BLOCKING SMALL NOT BE LESS THAN SHOWN HERE. S. ALL CONNECTIONS TO BE COMPRESSION TYPE, S. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL B. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 15W psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR 7. METERS, AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. VOLUME & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. S. LOT CORNERS SHALL BE MARKED WITH A LATH BEND SIZE (� � (� (n} R} UNDER THE SUPERVISION F A RPLS UPON m THRUST BLOCK DETAILS SECTIOATX-X PLAN VIEW fA %. 4f W (Y,i Tom' THRLST BLOCK TYPICAL HORIZONTAL THRUST BLOCK STRAIGHT BALL VALVE Wl PLUG (2 FOR DOUBLE SERVICE) .+ (FOR DOUBLE BALL VALVE j (FOR DOUBLE SERVICE -----4'MIN.----- VIEW 11 A **FORMATERIAALLREQQUICAL REEMON ENTSIS DOUBLESERVICE rCONC. CURB & GUTTER 4' '-CORP STOP 1"TYPE K COPPER TUBING I WATER LINE18EE TNOYP K COPPER TUBI NEW WATER SERVICE (SIIORTAND LONG SIDE) STRUCTURAL BACKFILL AREA W2-00 FW-2-02 NOTE: I. 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 80RING P RED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY 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 MAIN. OPENLIMIT -OPEN MICUT WIDTH F PA GATE VALVE S'-0" MIN. I SIDEWALK MAY BE OPEN CUT Ir OR BORED AS DIRECTED BY STEEL CASING -'THE ENGINEER AS REQUIRED CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING ® SELECT MATERIAL OELg(gFpoD�Rs11ARbEyH�HT �MR)(} F RIRCtUMOTHAN 2 INCH0t E U ESf DIMENSION a�(By rAT AMuRNOsW�H�AMINNUMI �oPTIMuMr0FADERN-TRucTURAAREAS fis...YARDB PASTURES, EASEMENTS ANO TO A MINIMUM OF 98%W MAXIMUM DENSITY AS DETERMINED BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN 4-00 /NA 1r MIN: 24" MAX. STRAIGHT PLUG ([2 FOR DOUBLE SERVICE) A 1- TYPE "K" COppER TliB1NO (2 FOR DOUBLE SERVICE) 1 •ilr X 1" BRASS WYE (1 FOR DOUBLE SERVICE) CASING DETAIL 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 0 REQUIRED. 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 MAIN. GATE OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS f-- SELECT MATERIAL L_ AND STREETS TO BE RECONSTRUCTED. r-12" MAX. S"-12" MAX. (MANUALLY CONSOLIDATE ® GRANULM MgqA��T��ERIAL pp AT OPTIMUM MOISTURE} �- �BET�IAMENTAL BE INTRIES OFF CLLAAY ER DEBRIS. OR ICH ORGANIC t--- W2-011 GATE VALVE WfVALVE BOX TEE VI TAPPING S� �iR� VE WATER LINE "BELOW DITCH FLOW LINE. STEEL CASING CARRIER PIPE TYPICAL RURAL STREET CROSSING W4- NOTE$: 1. FOR BEDDINQ AAW TRENCNM0 MrMN ALL 9=11" PAVED AREAS SEE DETAILS FOR OPEN CUrSTRBE'T 8 n ores, is ' wnwor°Orlo. ® SELECT MATERIAL 2. EVERY fOO FEETPROWDEA WAM 3T17P BLOCK composio CFcafEN v l NWEId1ENT BAwo LOCK LON DVaN aCK S94LL W O FfiEr Q CEMENT STABILIZED SAND INLENQTN. NOBE0WA0G 8AN0IN rH/SAREA. B MANUALLY CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL O` BE IN ACCORDANCE WITH AN811AWWA STANDARDS AT OPTIMUM MOISTURE) FOR PVC PIPE. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSUAWWA C160iA2150 MATERIAL AND WHICH, WHEN TESTED di STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 4" UNDISTURBED SOIL q" UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MAXIMUM PLASTICITY INDEX 1blr� PI MAXIMUM PERCENT PASSING N0.200 SIEVE 3b MINIMUM PERCENT PASSING 314" SIEVE 400 O.D. O.D. 6. RELATIVE COMPACTpN SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. PLACE METAL DETECTOR THE MATERIAL SHALL BE FREE FLOWING AND WHEN SHALL 6" MINJ12" MAX. TAPE AT A MINIMUM OF 24" 6" MIN.M2" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE THE NOT ADHERE TO FORM A BALL WHEN PRESSED IN HAND. ABOVE TOP OF PIPE ` AN �F �EITHER ULL INSSIIDE OR u� � TO BEP.-I VED BY THE CONTRACTOR. CEMENT STABILIZED SAND ,V01V,STRITC'TURAI, AREAS OR STREETS TO BE S. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY COIFnI.'CTED PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE GENERAL NOTES: BEWHERE BCNRGTISHBEETHAVE N BARED Y ATUCTION ALL ADEQUATELY BLOCK SODDED OR HYDROMULOHED AND WATERED UNTIL GROWTH 18 ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS LAST DISTURBANCE. SODDED WITHIN 14 CALENDAR DAYS OF APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTME TIME THAT EARTH HAS BEEN SARED BY CONSTRUCTION GROOWTTH IAND BIS ESTABLISHED AFTER CONSTRUCTION SACCEPTABLE TTRtE CTION 18 COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 6 VE tn z 0 v) W CITY OF BRYA.N Tile GrxxiMe, TelmSlvle.- DRAWN BY: C.L.M. CATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET I OF 2 Y NOTES: NOTES: t0 Service saddle, 88 straps, CC threads frlstaMed per mrxwfacttarer's All naNn types: ®Nbber box valve: 6 = Ford Angle Stop - BA78-342W -1" 6A s Ford Straight Stop 811.444W Q Service saddle, SS straps, CC threads Installed per mamrka irWe ® Meter box valve: 6 = FoM Angle Stop - BA-13.444W-Q • 1" Q Service saddle, SS straps, CC threads Installed Per © Swivel nut • C38.66-2-876 -1-1 P2" Smith Blair 317 - -1" recommendations. All main types: SA ■Ford I 8 B11-444W -1" leP • All main types: ®Brass all thread I.P.B.-1-1/2" © Corporation Stop: Ford FS 1000-4-Q -1" © Brass bushing IP8 -1" x 3/4" Q Smith Blair 317 Corpwation Stop: Fond FS 1040.441-1" ® Meter nipple - C38.44.2.625 - i" Smith lair 31ions. 8natth Blab 817 �� Meter adapter - SBIM 66-1-112" t�3 Service tubing: Type K " © Meter nipple - C38.23.2-6 - 314" " Q Meter boor and lid: Did Castle eater box, ©��� Stop: Ford FB 1000.8-Q -1-112 ®Meter box and lid: Old Castle rneisr copper - soft -1 Maier bane and lid: Did Castle motor txw, ® Service tubWq. Type K copper -soft -1 016d with Roadw#W ® Service hking: Type K copper - soft-1-112" box, CI lid with Reader 066 Ford rnals adapter - C84.44-Q -1" Cl lid with Reader ON ® Ford male adapter - C84.444 -1" ® Ford mate adapter - C84-68-Q-1-112" ® Meter box valve: ry 6 = Ford Angle Stop - SA-11-611I6W-1.112" 1 1 ,......,.....- 6A ■ Ford StraioM Stoo - B41-686W-1-1/2" CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/4" NOTES: © Service saddle, 98 straps, CC threads installed per manufaoturees recommendations. All main types: Smith Blair 317 ® Corporation Stop: Ford FB 1000.7-Q (cc thread) - 2" ® Service tubing: Type K copper - ou - soli - 2" I& Ford male adaptor - C84-77-Q - 2" ® Meter box valve: 5 ■ Ford Angle Stop - BA-11-777W - 2- SA ■ Ford Straight Stop - 811-777W - 2" n Brass rnioole I.P.S.. 2" x 6- W6-00 ® Brass coupling I.P.S.. 2" ® Swivel nut- C38.77.2" Q Meter adapter - 813IM 77 - 2" ® Brass nipple I.P.S. - 2" x 3- ® Mater box and Ild- Old Castle meter box. C18d with Reader #68 ® Meter bout and lid: Old Castle 12" round valor box 03RT CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2" CUSTOMER W6-03 CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1 " NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INS�gTALLED WITH THE MAIN LINE CONSTRUCTION. 4. THEBARE TO DCVED METER BOXES $HALL BE O CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.6" 314" x 3" Long 314" x 12" Long C38-23-12 xLong 1" x 8.8" Long C38.4441.6 I-IM- Motor Nipple 038416-2.875 1- 2" Moter-Bushing Meter-Bushing BBIM-0S 2" Meler C38.77 2- Meter Bushing SBIM-77 CUSTOMER VALVE W6-01 (-CUSTOMER VALVE NOTES: 1Q Service saddle, 33 straps. CC threads 6 Brass bushing IPS -1" x 314" installed per man0ecturdes recommendations. AN Meter nipple C38-23-2-6 - 3/4" Ford in type : Cambridge 800 Series or 7 Ball valve Corporation Stop: Ford FS 1000.4.1" r boxl Nd wandlid: lid:Old Cattle meter Service g: tubkType K copper- soft-1" 9 Moto 4 Ford male adapter - C84-44-1" S Meter box valve: IS = Ford Angle Stop - SA13442W -1" CUSTOMER SA = Ford Straight Stop - 811.444W -1" VALVE NOTES: Service saddle, SS straps, CC threads Installed per re nndations. All rai sm Cambridge 8t10 Series or Fora'8701SOD 2 Corporation Stop: Ford FS 1000-4-1- 3 Service tubing: 'typo K oopper- soft-1" 4 Ford male adapter- C64-44-1" 5 Meter box valve: 5 ■ Ford Angle Stop - BA43.444W -1" 5A ■ Ford Straight Stop - 611-444W - i" SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 61NCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. CONSTRUCTED USING A 3 NDRVE8ARCRtt�FIN STANDARD 8ACK CONCRETE MIX ANDREINFORCING COMPRISED REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. MODEL SIZE L1 W1 H1 S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. DMC-C83 3" W-S" 6'-0" W-8" 12,000 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. OM"*4 4" 8'41" 6'-0" 4.6" 12,000 DMC-CSS 6" 11--0" 6'-0" 4-4" 12,000 NRS FLO OATI VALVE "-2) SENSUS C2 OMNI-� FLO TEEJ TOUCH READ 10o0 (TYp-2) GALLON vr18TRAiNER PIAV T MV CONCRETE LID Wl 38"x60" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MRS BATE VALVE (TMP-2) MFG: PARK EQUIP. CO. MODEL: DMC-CS APPROVED 3" OR LARGER COMPOUND METERS. VAULTS A MATERIALS (m') APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PRAE-CAF-CONORETE VAULT W/ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH RETAIAINER GLANDS JOINT. SI REW BASED ON ALL M.J. FITTINGS. DUCTILE IRON (TYP) GALVANIZED STEEL PIPE SUPPORT GRAVEL BED AqWIlr 80 SUMP W1 CAST IRON GRATE AND OPTIONAL DRAIN ANY DEVIATION$ FROM THE ABOVE SPECIAL CONDITIONS OR APYED METERS VAULTS OR MATERIALS MUST E SUBMITTED'TO THE DIVISION MANAGER WATER SERVICES, 72 HOURS PRIOR TO ANTICIFX%D DEVIATION. ELEVATION TMV CITY OF COLLEGE STATION METER VAULT ASSEMBLY Meter ripple - 03544.2.625.1" Bell valve Meter box and lid: Old Castle meter box, Cl lid with Reader On CUSTOMER VALVE NOTES: 10 Service saddle, SS straps, CC threads Installed per manufacturer's rlypes Cambridge ii00 Serieess or d SSMIS80 Corporation Stop: Ford F81000-6-1-1120 3 Service tubkq: Type K copper- soft-1-112" 4 Ford male adapter - C84-S6.1-112" 5 Meter box vaM: 5 ■ Ford Angle Stop - FV-43-MW-1-1/2" 5A = Ford Straight Stop - 911-686W-1-1/2" Swivel nut- CSB4W2-875-1-1/2- Brass aft thread I.P.S. -1.1ir Meter adapter - $BIM 66-1-1/2" Meter box and Ild- Old Castle meter box, CI old with Reader 066 Sell valve CUSTOMER VALVE 0 -1 • 1'" ♦ �;�iii i-= �:���i4 ,: 1 ,�;(: r� �� � ��ifi i--=-� • �;Ia ,. .�:_ I: _ p- �� � - CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1-1/2" Wh-02 METER SWIVEL NUT OR NIPPLE ANGLESTOI 1-1/2" BALL VALVE--- IFOR DOUBLE SERVICE VIEI AA DOI BLESERTVICE A 1-112" BALL VALVE --- (FOL DOUBLE SERVICE ON CITY OF BRYAN WATER SERVICE RECONNECTION BOXER SWIVEL NIPPLE 1 9 200 PSI PIPE -14/2" X 1"BRASS WYE (1 FOR DOUBLE SERV.) W6-04 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/4" 1Q Service saddle, 88 straps, CC threads Installed per Ford In does. Cambridge 800 Serieor s © Corporation Stop: Ford FB 1000.7 (ec thread) .2- Service tubing: Type K copper - ou - soft - 2" ® Ford stale adapter- C84-77- 2" © Meter box valve: 5 ■ Ford Stop - FV-43-777W - 2" SA •Ford 8 fight Stop - 811.777W • 2" ® Brass nipple i.P.B. - 2" x 6" © Brass coupling I.P.S.. 2- ra1Z1� Swivel nut - C38-77 - 2" ® Meter adapter- SSiM 77. 2- 0 Brass nipple I.P.S. - 2- x 3" ® Meter box and lid: Old Castle meter box, Cl Ild with Reeder #65 0 Meter box and Rd: Old Castle 12- round valve tax SSRT ® Ball valve CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 2" CITY OF COLLEGE STATION CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-1/2" W7-01 r- 7 (� CUSTOMER vaLVE 7-03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES S EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. T41E NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 314" x 2.80 Long 'CW23-2-6 x 8" Long CW23-3 3l4 x 12" Long C38-23-12 1" x 2.62V LOM C48.44.2-025 1" x 8.5" Long C38-44-8.6 1-0117 MNarNiDTA& C 2-8 h8 BBIM-06 2- Meter N e C38-77 2" Meter Bushing BRIM-77 METER SWIVEL NUT OR NIPPLE METER ANGLE STOP,-, BOX ,L VALVE BLE IMEA� ----4'MIN.----- G7ETVA Al DOUBLESFRT�ICE CITY OF COLLEGE STATION WATER SERVICE RECONNECTION ANGLESTOP %-METER Box METER SWIVEL 1 NUT OR NIPPLE A TYPE -K-COPPER PIPE (2 FOR DOUBLE SERVICE) CE 1.112" X 10 BRASS WYE (1 FOR DOUBLE SERV.) -04 z ., / v Ph U CITY OF BRYAN Tlie &W Life, Texas Ste e." DRAIN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %V 2 SHEET 2 OF 2 CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE SIDEWALK � }04% 2%MO.,1%MIN. r-- f�i10 NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. (- I� t v ` PER TAB STANDARDS SIDEAVALK SLOPE REQUIREMENTS r. V4"x4"xS116" STRUCTURAL STEEL TUBING S' O.C. MAXIMUM -10, �-B' O.C. MAXIMUM r+-12" O.C, 6" Q.C. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH S/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 040-O.C.,CONTRACTION JOINTS Q 4.O.C. S. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH 03xIrBARS Qi2"O.C.OR04xi2"BARS QiVO.C. 4 COMPACTION: BY PRMOPCTORDCOMMPPACTIOON TESRADE T ASTM IAL 0PB(STANDARD) AND SHTY ALL BE 0 4ST S% WEFT OF THE OPTIMUM MOITY STURE STURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAB AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR (COATED111"6 X 18" 12" O.C. Itf/4" R 3/4" GREAE)) Yi�ITH HEAVY J '-0" MI 5'-0" VARIEB••-J, 4" , RECYCLED MATERIAL, 112�zr THICK AS MANUFACTURESEE NOTE 4 BY J.O. RU"ELL CO. OR ONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL DIAMETER TO BE 1114" GREATERTHAN DIAMETER OF DOWEL BAR. CAP MUST 63 BARS Q 12. O.C.0 W. OR 2$-0AY CONCRETE BE LONG ENOUGH STOP P SO E 2"OF 04 BARS 18" O.C.E.W. STRENGTH = 3000 PSI DOWEL AND HAVE STOP SO END OF Q (4" THICK MIN.) CAP IS 1"FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS SWI-00 & CONSTRUCTION JOINT 3'-0" MIN 6'-0`VARIES-*, 118" TO 311, SAWED OR FORMED, SEAL WITH EXPANSION I JOINT MATERIAL, MIN, r 2% MAX. 31SR SEE NOTE 4" 03 BARS Q 12" O.C.E.W. OR 28-DAY CONCRETE *�+ "BARB Q IV' O.C.E.W. (� HjCK MIN )� PSI SIDEI "A LK CONTRACTION ,MI�' 1 SEE FINISH NOTE ''�q/ `�-•- 4"x2"x3116" STRUCTURAL STEEL TUBING 4"65ie"SS0 UCTURAL 1"Xi"X3N6"STRUCTURAL STEEL TUBING ALONG MINOR COLLECTORS BEE CONNECTION DETAIL SWEEP SAND Aj� 4" 6MIIN24" INTO ALL JOINTS1AX AND LARGER CONC. SIDEWALK 6" 3-1N2" 'TYPICAL PEDESTRIAN •� 'r°IA•BOLT 4.. GONA=0NDETAIL - - --- 7.s" GUARDRAIL i ACCEPTABLE TRAFFIC RATED 8'-0" VARIES-1, S` XT 01 PAVER MATERIAL V, -t, 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 18 ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH I ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE I ACCORDANCE WIT" TXDOT STANDARDS REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. 6w .a-.- ° 1" MAX. SAND LAYING COURSE ' SEE NOTE 4 ACCEPTABLE SEE NOTE 3 TRAFFIC RATED PAVER MATERIAL �ENG CONCRETE #13 BARS Q 12" O.C.E.W. OR 0DO PSI ((4 THICK MIN) 04 BARS Q 18" O.C.E.W. SEE FINISH N.OTE SIDENVALK PAVER SECTION ALONG MINOR COLLECTORS LARGER N AND CONCRETE SIDEWALK SMTl -02 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND CROSSWALK MARKINGS AND STOP LINE LOCATIONS SMALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN THE PLANS. "VARIES 4' "'VARIES THE PLANS. VARIESNEENAH GRATE SOLT'EI LIEN" NOMINAL IN PLACE OR APPROVE( ANNULAR SPACE EQUAL 3' r y GREEN SPACE SIDEWALK • '•' . '. �i'�G,P ,•,•'' �4 DETECTABLE 6, _ • ��4 WARNING`' SIDEWALK ' 6 $ SURFACE s" (�?"! " `' j •. .�. • : , • :. _ , No. 4 BARS -T A 6" VARIES �.. 1 M W DETECTABLE LE ` �• J (TYP) NG PROPERTY UNE _ SURFACE PROPERTY LINE \ TRENCH GRATE MAY ONLY BE c ?d• \ ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND eta ��� b �iGa j . • • •ORMSTM H� STORM SEWER SSTE ' . • \/ •. • . AVAILABLE. " 23 ((10' CURB RADIUS) • • •• . ' 21.5' (20' CURB w �F9 16.5' (2b' CURB RADIUS) F� \ ', . p it CROSS SLOPE NOT TO EXCEED \ W 23' ((10' CURB RADIUS) 2% OR BE LESS THAN 1%ON ANY , w 21.S' (20' CURB RADIUS PORTION OF RAMP OR TRANSITION m EELS' (25' CURB RADIUS; :r;• TO STREET I CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY 1 PORTION OF RAMP OR TRANSITION ►' TO STREET 5' S' 8' Lwmneaic• blew 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION SW3-00RAMP AT STREET INTERSECTION FsW3-01 TRENCH GRATE SW3-02 * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1%ON ANY 2% OR BE LESS THAN 1%ON ANY POO STREETONOFRAMP OR TRANSITION / BTROEET RAMP OR TRANSITION / O IF TIROEN ET OF RAMP OR TRANSITION l PROPERTY LINE PROPERTY PROPERTY i DETEC Al LE LINE DETECTABLE LINE ' .� WARNING � DETECTABLE SURFACEWARNING r' i SURFACE1y SURFACE y B' SIDEWALK v + V y Z RAMP* Z RAMP * V SIDEWALK 1:1 5' SIDEWALK i SLO SLOP SLOP Z SLOPE MAX. S, EXPANSION JT. & 3' EXPANSION JT. S SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 1IT, DIA. X 11i", WITH 1/2" OIA. X 16", WITH EXPANSION JT. & CAP 12" O.C. CAP Q 12" O.C. BACK SMOOTH DOWEL BAR, BACK (COATEDW/HEAVY (COATED OF CURS 1/2' CIA. X 18", WITH OF CURB 8 MIN. REASE) OF CURB 6' MIN. BE)j WrMEA'vY 6' MiN. ((CAP 12" O.C. (COATED WIHEAVY 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04SW3-05 DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: GENTERAL NOTES: GENERAL NOTES: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS, THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. THE LEAST i i LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION A8 SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING MTN SECTION 4.29 OF THE TEXAS FOSS! OHM%ft R N PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE >w WELL AS INFORMING DRIVERS WHERE PEDESTRIANS MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS AS . THE SURFACE MUST (� CONTRAST VISUALLY OF APPROACH SWEaWALKS AS DIRECTED. 4oe CROSSWALKS MARKED' HOWEVER TYPICALLY WITH ADJOINING SURFACES. d FO +►-- - COLLEC OR AND ARTERIAL STREEt S DO. AS STAT>� INCLUDING SIDE: FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5' X 5 MINIMUM WITH A MAXIMUM N " _ a. '• : :. '..: ' AND USUAL '� IN THE TMUTCO AN ENGINEERING STUDY SHOULD BE PERFORMED BWd' RE CROSSWALKS ARE INSTALLED AT DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2% SLOPE IN ANY DIRECTION. 8. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS z O tv LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF W X 4' WHOLLY CONTAINED WITHIN cr► THE CITY OF S PREFERENCE FOR MARKINGE 2. DETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH, �- :2.CROSSWALKS S IS TH 8 THE LONGITUDINAL (OR W STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE 18 THE TYPICAL "TRANSVERSE" STYLE HOWEVER, IN THE NORTHGATE AREA ADJACENTTd PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 20A, 8" MIN. FACE OF 10" MAX, CURB SCHOOL OR SCHOOL ZONES AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4INDICATE THE S. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS Ti1E LONGITUDINAL {OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "UIDOER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETEC'T.ABLE WARNING ROVAL OF THE CRY EENIALLOWED ONLY WITH THE APPREFERENCES b. DETECTABLE WARNING SURFACES SMALL BE A MINIMUM OF � 24' IN DEPTH 1N THE DIRECTION OF PEDESTRIAN TRAVEL, PLANTING OR OTHER S SUBS NON -WALKING SURFACE U BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET F,DGE THE LONGITUDINAL STYLE MARKING SHALL BE 24' WIDE AND 8 FEET IN LENGTH SPACED 484NCHES AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY 1#E IN �MT n � OF TWO 12dNCH WIDE LINES SEPARATED BY S FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO FOUND THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAB) AND 16 TAC 68.102. OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT MARKINGS SHALL ALWAYS MEET Tx00T'8 CROSSWALKPAVEMENT FOR TYPE t MARKINGS ALWAYS OTHERWISE APPROVED THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE T. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN LANDING BY THE CITY ENGINEER. FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. SHOULD BE A MINIMUM OF b' WIDE. MEDIAtrf8 SHOULD BE DDESIIGGINCED TO PROVIDE ACCESSPLE PASSAGE OVER OR ZZ ..F ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED w w>uuj CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. 6. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SMALL BE AS SHOWN ELSEWHERE D w CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK DETECTABLE WARNING SURFACE STAMPED CONCRETE ETC., SHALL ALSO REQUIRE RETRO-REFLECTIVE,1HERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED CURB RAMPS SMALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS (DOMES TO RUN PARALLEL TO PEDESTRIAN TRAVEL) STRIPING. DIRECTED BY THE ENGINEER. " AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 81DE FLARE 10. HANDRAILB ARg NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (TYP.) (PENETRATES) A CURB. 4. g ii. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. " FACE A 10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 105E MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPLNG RAMP RUN SW2-01 GENERAL NOTES (PAVERSlie" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C•33. LAY IN A TWO BY TWO iwU4 2.3/8"� UNIT BASKET WEAVE PATTERN OR AS DIRECTED. b' 5' LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS X J LANDING CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT O O O O DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 4" O O O O2" LAN01 �ce 1 I d 3 8 a NO.3 RESAR AROUND PAVER INSET 4 DETECTABLE WARNING PAVER WITH TRUNCATE D TF,GTABI,F. 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH w WARNING P.4 T TR AND USUA EXPANSION JO TRUNCATED DOME SURFACE E F E jMAX. AS REQUIRED 1"MORTAR BED - SHALL C�IFORM TO A A S� LARE SIDE)FLARE APPLICABLE SPECIFICATIONS R 0 SLO z 1 N CONTROL JOINT PERMISSIBLE S' g• FACE OF FACE OF 1A N4" CURB (TYPICAL) 4' RAMP WIDTH (TYPICAL) CURB (TYPICAL) 18. 3(MM AT-/ TRLjNCA TE11 DOME PATTERN eo71 wA�rs CLASS A CONCRETE - SHALL CONFORM CLWB RAMP TO APPUCABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE NVARNING PAVER SEC7TOVA A W2-02 SWq_n� a z � o H H w Q � H � a w w a Q o �, c� Q n con CITY' OF BRYAN The GwW Life, Texas ,ShIC DRAWN B Y : C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURF- 3 %w SHEET 1 OF 1