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HomeMy WebLinkAbout1.2-7161 2 & 5 Record DrawingsABMEVIATION5 CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY LOT PAD 5.5" MIN. TO 7" M AX. SUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS I UNITS I PHASE 1 IPHASE 2 IPHASE 3 IPHASE 4 IPHASE 5 TOTAL I 6" SEWER LINE LF 576 0 267 316 170 1329 8" SEWER LINE LF 31 791 1278 1224 3324 4" SEWER LATERAL LF 256 850 1482 1020 3608 SEWER CLEANOUT EA 2 2 1 - 5 STANDARD MANHOLE EA 3 4 6 6 19 STORM DRAIN IMPROVEMENTS 189' STORM DRAIN LINE LF 761 456 458 573 479 2727 STANDARD MANHOLE EA 2 2 2 2 2 10 [-CATCH BASIN EA 3 3 3, 1 1 10 UTILITY TRENCH SIDE Ck SEWER MAIN SEC11ON DESIGNATION: SECTM IL LETTER 2 SHEET WERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.50 OPENINGS PER C.O.B. SM. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. WATERLINE SIDE MULTIPLE UTILITY TRENCH q WATERLINE R/W 51 5 R/W Typ 4* 2* Typ. FINISHED STREET GRADE LOT PAD 60"s 36 TYP. V MIN. 10 t TYP. 100 TO 7" MAX. 17* MIN. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES ON DEEP SEWER SLOPE LATERALS TO LOT LANE SO THAT THE END OF LATERAL IS "THIN REQUIRED, TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20" SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER STORM DRAIN CONSTRUCTION PLANS 4 FOIE TRACT NO. 7161 UNITS I THRU 5 1 111 A TC C%T T�% NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326-3049 2s ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE, OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS .SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ,ENGINEER'S STATEMENT- THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA ANn INC( I J()F Al I lMPP()VFMFNT PFn- I llRF'U;rWTlc*Z* INDEX OF SHEETS SHEET nn F 10 COVER SHEET 2, NOTES & SPECIFICATIONS 3, BARROWBY STREET (STA. 10+00.00 TO STA. 24+00.00) 4* BARRONlBY STREET (cont.) & OAKLEY STREET 5. MARSDEN STREET & STILLBROOK DRIVE 6* LANESFlELD DRIVE & PARKERHILL DRIVE 7* LINCOLNSHIRE DRIVE &MEDALLION DRIVE 80 MANDALAY PLACE & OAKLEY STREET —or amtwew. DATED 7A*IIM . 020DO234W PER WC. i 09KON7. CA. DATEO FTORVARY 29, 2000, T� i O 0) 0 0) < D 0 Z oo 0 w 0 z LL_ < LLJ w 00 C3 _j w co LL. LLI m 77 0 OD 4- 03 04 oo cb LAU cq LAJ A \�j c� :5! N! TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION TRACT BOUNDARY ---------LOT LINE s 'CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. 'CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. S-12. Ck SEWER MAIN SEC11ON DESIGNATION: SECTM IL LETTER 2 SHEET WERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.50 OPENINGS PER C.O.B. SM. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. WATERLINE SIDE MULTIPLE UTILITY TRENCH q WATERLINE R/W 51 5 R/W Typ 4* 2* Typ. FINISHED STREET GRADE LOT PAD 60"s 36 TYP. V MIN. 10 t TYP. 100 TO 7" MAX. 17* MIN. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES ON DEEP SEWER SLOPE LATERALS TO LOT LANE SO THAT THE END OF LATERAL IS "THIN REQUIRED, TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20" SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER STORM DRAIN CONSTRUCTION PLANS 4 FOIE TRACT NO. 7161 UNITS I THRU 5 1 111 A TC C%T T�% NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326-3049 2s ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE, OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS .SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ,ENGINEER'S STATEMENT- THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA ANn INC( I J()F Al I lMPP()VFMFNT PFn- I llRF'U;rWTlc*Z* INDEX OF SHEETS SHEET nn F 10 COVER SHEET 2, NOTES & SPECIFICATIONS 3, BARROWBY STREET (STA. 10+00.00 TO STA. 24+00.00) 4* BARRONlBY STREET (cont.) & OAKLEY STREET 5. MARSDEN STREET & STILLBROOK DRIVE 6* LANESFlELD DRIVE & PARKERHILL DRIVE 7* LINCOLNSHIRE DRIVE &MEDALLION DRIVE 80 MANDALAY PLACE & OAKLEY STREET —or amtwew. DATED 7A*IIM . 020DO234W PER WC. i 09KON7. CA. DATEO FTORVARY 29, 2000, T� i O 0) 0 0) < D 0 Z oo 0 w 0 z LL_ < LLJ w 00 C3 _j w co LL. LLI m 77 0 OD 4- 03 04 oo cb LAU cq LAJ A \�j c� a Faso c�S w co a� CC w O > 400 � to vm �� V v W T �7 ? P{(, Q� 1 5 MOW, �ECORI) DRa1�'IN isom- `7 A lz :5! N! Z: LLj z 0 LLJ cn >_ C) CL c r LAJ CL CL V) m a Faso c�S w co a� CC w O > 400 � to vm �� V v W T �7 ? P{(, Q� 1 5 MOW, �ECORI) DRa1�'IN isom- `7 A lz STANDARD NOTES 1. GENERAL, CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -800 -- 227 -2600 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVEN? A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. S.. TA DAR, DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1, S -7, S -8, S -9, S -10, S--11, S -12, S -14 S--19, S -209 S -21, ST -6, ST -22, 3. VCP INS,TAMTITION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C --700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C -12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6 ", 8 ", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN --END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C --425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION ' FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN --END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D --2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FIT11NGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTAL.LATIQN■ : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIAL: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT --IN FITTINGS ARE NOT PERMITTED. JOINTS.: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTAi..LATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D- •2321. ONLY CLASS I, lit AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. A THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN --CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. PIPE INSTALLATON FOR THE BUENA VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 7. BRACING .. AND SH 0RIN G EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT- CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE, DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE Of WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 8. TRENCH BACKFILL i ■ r�rrrrr.rri TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR ?HEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM- DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL. BE IN ACCORDANCE NTH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN . SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE DISPOSAL OF THE CONTRACTOR. HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A IN -SITU MATERIALS. MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. ch ACHI VIN FIR IN PIP PRIM I CONTRACTOR SHALL PROVIDE "FIRM SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE 0 BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLiNE. FIRM BEDDING MEANS THAT AS SHOWN IN THE *SEWER LATERAL MARKER" DETAIL, C.O.S. STD. DET. SW--1. 04 THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5# DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. z BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND, UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD ._J STANDARD DRAWINGS S--7, S -8, AND S -21 AND SECTIONS 70- -1.02H AND 71 -1.07 OF THE CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS STANDARD SPECIFICATIONS OF THE STATE OfALIF't3RNIA, DEPARTMENT OF TRANSPORTATION, THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY u SHOVEL -- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT OF BAKERSFIELD STANDARD DRAWING S -20. z UP TO THE QUARTER POINT OF THE PIPE. 14. ST, ORM DRAIN PIPS IAITIAL BACKFILL. BEDDING MATERIAL AS SPECIFIED BY ASTM 2321 --8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID ° STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER z AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. J PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIP£ ", OF THE STANDARD MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO SPECIFICATIONS AND THESE SPECIAL PROVISIONS. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PERMITTED. PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. cr) - SUBSEQUENT t� 00 BACK ! BACKEILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -108 "LAYING SIPHON AND PRESSURE � BACKFILL . ED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE � �- OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE PIPE , OF THE STANDARD SPECIFICATIONS WILL NO? BE REQUIRED. c� cU MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, < d- 00 cft USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO ao 0 0 SECTION 65- 1.O613, "RUBBER GASKETED JOINTS" OF THE STANDARD SPECIFICATIONS. . WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE Z u- 0 I � MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND < I 1* DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING w � BEFORE SUCCEEDING LAYERS ARE PLACED. AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED r RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING' COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE w � � LL- co FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR REJECTED. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON 04 } m STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES m g PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 %) RELATIVE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT COMPACTION. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. m 9 SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE Q MATTER, OR OTHER UNSATISFACTORY MATERIALS. TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE ---- IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, ,r BACKFILL TESTING AND QQMPAC110N. TESTING OF BACKFILL MATERIALS AND COMPACTION OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. ' SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED A? EACH JOIN? TO > 0 FACILITATE THE JOINT OPERATIONS AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT �-�-' - <o -- PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL � c,,, 6- MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE PURPOSE. #N ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN z. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF NEXT LAYER IS PLACED. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. ESQ' EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE �►� COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5--39 THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9077) RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND a SPECIAL CASTING NECESSARY ?Q THE ASSEMBLY, ERECTION, AND COMPLETION OF THE CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. OF THE FOLLOWING D2922 OR D1556. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE OR INCORRECTLY CUT. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE-- EXCAVATED AND RE-COMPACTED. 15. 13OR ED !�CKED,._PIPE 9. SFP PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH AND BACKFILL. SAND. IF THE .PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE CAREFULLY HANDLED AT ALL TIMES. ONLY -SUITABLE AND PROPER EQUIPMENT AND BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH Q OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING w AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SQ THAT PREFORMED LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS to � 9 RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. Z WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF _ BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES' THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, m ' CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE C) ACCORDANCE NTH MANUFACTURERS RECOMMENDATIONS. PIPE LAYING SHALL BEGIN ° WI a FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON cr SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE THE PLANS. U- AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE Q INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE 15; m. DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE PIPELINE TO GRADE, THE VOID BEEN THE CASING OR RC PIPE AND THE EXCAVATION , =:> WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING PIPE AND FITTINGS SHALL BE CLOSED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS � APPROVAL. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO a FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. Q PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE RESUMING WORK, SHALL, FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. NTH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION • ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED WILL BE MADE THEREFORE. OR INCORRECTLY CUT. 16. M #N0 T R S = to .■�rrrr i ■- i� i rrrrrr� PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE* TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318• -6(4), OR THE WATER CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF c EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 --1.4, '"TESTING PIPELINES" SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ,"j" H PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE S-7 ANDS 8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD �••• 0 PIPE SUPPLIERS REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 STANDARD S--12. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE FLATUS. c> HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE �-�-� ••■• EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL � LL ' BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL'" TO MAKE A AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO PLUMB. REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, E SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSH INTO AN XI 17. ADJUST .SURVEY MONUMENT ENASL.I.ITS ED EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR EXISTING SEWER LATERALS INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO ACCORDANCE WITH THESE SPECIAL PROVISIONS AND CITY STANDARD 5 -29. � IN AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON MINIMUM SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FORA TO THE TRUNK SE � }••• MINIMUM OF THREE DAYS. THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR 0 ct 10. SYSTEM TESTING PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO � A MINIMUM OF ONE DAY. 1- 0 A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE CZ I - r11_ IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE THE MONUMENT WILL BE SE? BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. cr..) RECOMMENDATIONS OF THE MANUFACTURER. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE IIWHEN SURVEYS ARE REQUIRED. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS�. DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3607 IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES y� _ f� , q ,. THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) vv OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER x . . . . . PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF "�� ` THE CITY. _� owl7aol* {�� p Vli oJ,t7 ar uRD DA 11YYityW / ""? —7 / / I PRIVATE z z PARK N 0, 2 7 18" DRAIN 360 358 356 354 352 350 348 346 344 342 UNCIVISHIRE. DRIVE SEE SHEET 7 7RAC7 6223 ---.& UN17 7 w �� TRACT 6223 ---a UNJ7 6 BARROWBY STREET (PRIVATE STREET) (STA. 10+00-00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1° = 5' VERTICAL U N I T EJ!, TRACT 6223 UNIT 5 U N I T br-t bmtt 1 0 U N I T w �� TRACT 6223 ---a UNJ7 6 BARROWBY STREET (PRIVATE STREET) (STA. 10+00-00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1° = 5' VERTICAL U N I T EJ!, TRACT 6223 UNIT 5 U N I T IKICTAI I I SUN 07 1 C* riC a" oc'ujc*m ah f% 7=,cw v%" Aftr-lass—o-k Apr� IK14ZTAI I Inn nn I V Lu .. . w 1w #am I v I %of I m I `'t-r vv LEQMD* ABBREMA71 CL CENTERLINE INV CF z 9 20 + MH MANHOLE CB CATCH BASIN JB m cn SMH SEWER MANHOLE uj SEWER CLEANOUT SDMH STORM DRAIN MANHOLE U) `E 31.26$ W 2 0 (n 205.11 CONSTRUCT CATCH BASIN 'OA'* LLj toix 5 z 88 :3+ lo- * oc � cram 3 IKICTAI I I SUN 07 1 C* riC a" oc'ujc*m ah f% 7=,cw v%" Aftr-lass—o-k Apr� IK14ZTAI I Inn nn I V Lu .. . w 1w #am I v I %of I m I `'t-r vv LEQMD* ABBREMA71 CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY lj-rvv 11#1211% I /+uu 149. o 51. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION TRACT BOUNDARY _____ -� ______ ----- _____ LOT LINE S CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD, S-20. D 'CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A* PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN 'OA'* TYPE PER C.O.B. STD. S-12. 16+00 SECTION DESIGNATION: SECTION LETTER I ItK 2 SHEET WERE SECTION IS SliOm4V%wWD 19+00 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A* WITH 3.51 OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 20+00 21+00 22+00 23+00 560 558 556 554 552 550 $48 F)46 A ' %'I Al 24+00 �— �7 -rV QN z + S *ALI ,.,5C R AW. 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S-7. to CFi w cid CIC� M ++ UNLESS OTHERWISE NOTED. 31 26' o') d L0 Q:O cn cn En � 8 r� UNJ7 I CD � C> 18ml1w "_ W z>j - c6D <w> W N01 41 4$42*E 173.79' q%qwi conw) (n 24 0 W... 8" SEWER 25+00r N01*14'42"E x 00 soma 205611" INVERT - s to uj En 711 � -�w � CONSTRUCT SEWER MANHOLE ...� w.J V, z 2 4 25 cn < w 0 c"8 26 C� Do rF + tn 00-icn 0 8 Loo x LAJI cc = ( C4 <w cc =a w I ++ + v- "o C-04 Q " 001 C3 En U%Za SDMH o6 ul co 3 w EXISTING of clri NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" ELEV --qLLJ Cc> 5 Ln WITH 15! OPENINGS PER C.O.B. SM. S-12. V) RIGHT OF WAY 8 MANHOLE TYPE *A" PER C.O.B. SM. S-7. Oi CFi w cid CIC� M ++ UNLESS OTHERWISE NOTED. 31 26' o') d L0 CONSTRUCT CATCH BASIN *A* q*qq_ + .26 MEDAE. ON DRIVE + SEE SHEET 7 C6 V) U N I T 3 6 360 358 356 354 352 350 348 346 344 342 TRACT 6223 -,-a UNIT 5 121 _j C> CD C> 0 CD oi oi fn I to I twl) cn 28 29 -- ti? 27 Cl 00 + + + m C? C� V) cc co 1-: Loco 26+00 CN 1 27+0 28+00 N01*14042*E 29+00 30+ 0 31+00 Noma s 0 is N01 "!4'42 #E -co 80 SEWER 300.00 N01*1 8 SEVER to 285.59 2 C> C) M C) C) 0 1 co c6 c6 c6 ix 00 w 0 cc cn Cl ui co LOW 16, w ir w du I il 0 z -4 w dz jw w w �g M u V) LLJ IAJ ui LJ 00 Ui I I M-11 cj cn 0 CF� x cl� cr� C4 W F o' W AN 4n.4.-2 I I T ff) X < C6 $ r*_r"- C5 w 00 26 cn 00 + + 26pl iE "+' "+' 'j + L 1 2 + + In UW) 0000 + I— + + <4<4 co C" CD 0 V_ ft MAi M" ro w 0mLff IKLLI SEE SHEET 5 M' win V) V) V) V) u cn U N I BARROWBY STREET �� � (PRIVATE STREET) (STA. 24+00.00 TO 31+89.72) SCALE: 1" — 50" HORIZONTAL 1" = 5" VERTICAL 2 ' � INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 04 3 ZZZ1 4 < LL% INSTALL 205.11 LF OF 8n SEWER 0 0.35X INSTALL 300.00 LF OF 8" SEWER 0 0.35X INSTALL 285.59 LF OF 8* SEWER 0 0.357o w (n cnz 0 (nz R 0 cr * t. 0 V. cl o LLJ ul bo-00 *OD*oo NOTE: CONTRACTOR TO VERIFY LOCATION t-: V) I %ft".0 I t" z _j AND ELEVATION OF SEWER, THEN NOTIFY c� z .> >; 0 ,` ox a ujuj 0 ui X 00 loo Lai z ENGNEER OF ANY DISCREPANCIES. 1100 z W J.J w-w p - < _Llj !Z6 I I ui _j CiC M LLJ UJ zz zz 00 uj ton C ODCO UJ z z j- LLJ uj 00 4 4 1 �3 u et t3� 00 (n APPR MATE So ;e cq • 4 lid, 1* cn 0 lN 4 VS w T-- "135 0 CEN RUNE 35 .j F 35 ----------------- 35 1 S* DRAIN wow • 6� EXV. 349-20 INV. 40 mmm T- 34 W La r*** z t74-1 M' I 1wil, 4 R! IN RT 8 EWER -INVERT 8" SEWER � � � - � 34 € t 8 4VERT 8 SEWER T_ F SEWER 34, L ---j *XA 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 0 8 6 4 2 D 6 4 I UNCOLNSHIRE DRIVE � 8 r� UNJ7 I CD � C> 18ml1w "_ W z>j - c6D <w> _7 oi oi po q%qwi conw) SEA DESGNAMI: • 0 W... Ir s x 00 INV INVERT m to Ln En Z � -�w � CONSTRUCT SEWER MANHOLE ...� w.J V, 23 2 4 25 cn < w 0 c"8 26 C� Do m I + tn 00-icn 0 8 Loo + r. 0 + r- + r*_ = ( C4 <w cc =a w I ++ + v- "o C-04 Q " SEWER CLEANOUT in En U%Za SDMH QO cn in Ln C> CD C> 0 CD oi oi fn I to I twl) cn 28 29 -- ti? 27 Cl 00 + + + m C? C� V) cc co 1-: Loco 26+00 CN 1 27+0 28+00 N01*14042*E 29+00 30+ 0 31+00 Noma s 0 is N01 "!4'42 #E -co 80 SEWER 300.00 N01*1 8 SEVER to 285.59 2 C> C) M C) C) 0 1 co c6 c6 c6 ix 00 w 0 cc cn Cl ui co LOW 16, w ir w du I il 0 z -4 w dz jw w w �g M u V) LLJ IAJ ui LJ 00 Ui I I M-11 cj cn 0 CF� x cl� cr� C4 W F o' W AN 4n.4.-2 I I T ff) X < C6 $ r*_r"- C5 w 00 26 cn 00 + + 26pl iE "+' "+' 'j + L 1 2 + + In UW) 0000 + I— + + <4<4 co C" CD 0 V_ ft MAi M" ro w 0mLff IKLLI SEE SHEET 5 M' win V) V) V) V) u cn U N I BARROWBY STREET �� � (PRIVATE STREET) (STA. 24+00.00 TO 31+89.72) SCALE: 1" — 50" HORIZONTAL 1" = 5" VERTICAL 2 ' � INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 04 3 ZZZ1 4 < LL% INSTALL 205.11 LF OF 8n SEWER 0 0.35X INSTALL 300.00 LF OF 8" SEWER 0 0.35X INSTALL 285.59 LF OF 8* SEWER 0 0.357o w (n cnz 0 (nz R 0 cr * t. 0 V. cl o LLJ ul bo-00 *OD*oo NOTE: CONTRACTOR TO VERIFY LOCATION t-: V) I %ft".0 I t" z _j AND ELEVATION OF SEWER, THEN NOTIFY c� z .> >; 0 ,` ox a ujuj 0 ui X 00 loo Lai z ENGNEER OF ANY DISCREPANCIES. 1100 z W J.J w-w p - < _Llj !Z6 I I ui _j CiC M LLJ UJ zz zz 00 uj ton C ODCO UJ z z j- LLJ uj 00 4 4 1 �3 u et t3� 00 (n APPR MATE So ;e cq • 4 lid, 1* cn 0 lN 4 VS w T-- "135 0 CEN RUNE 35 .j F 35 ----------------- 35 1 S* DRAIN wow • 6� EXV. 349-20 INV. 40 mmm T- 34 W La r*** z t74-1 M' I 1wil, 4 R! IN RT 8 EWER -INVERT 8" SEWER � � � - � 34 € t 8 4VERT 8 SEWER T_ F SEWER 34, L ---j *XA 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 0 8 6 4 2 D 6 4 I UNCOLNSHIRE DRIVE 0 om 6 V_ V_ NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT &CAPPED AS CLOSE TO THE WYE AS POSSIBLE. tt o < X. ;X 362 360 358 356 354 352 350 348 346 344 342 *t4& U N I T 5 lJ JY I j M OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO 13+81.11) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL Sll ROOK DRIVE R� SEF,,,SHEET 6 _j D D � 8 r� UNJ7 I TOP OF MANHOLE/TOP OF CLEANIOUT ELEVATION Lo TRACT BOUNDARY _7 _j LINE SEA DESGNAMI: • CL CENTERLINE s U SEC71ON LETTER INV INVERT 9 �� SD STORM DRAIN rn CONSTRUCT SEWER MANHOLE 0M u MANHOLE �� 0 om 6 V_ V_ NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT &CAPPED AS CLOSE TO THE WYE AS POSSIBLE. tt o < X. ;X 362 360 358 356 354 352 350 348 346 344 342 *t4& U N I T 5 lJ JY I j M OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO 13+81.11) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL Sll ROOK DRIVE R� SEF,,,SHEET 6 _j D D 11+00 12+00 13+00 362 360 358 356 354 352. 350 348 346 344 342 m � a TOP OF MANHOLE/TOP OF CLEANIOUT ELEVATION =` TRACT BOUNDARY ABBREVIATIONS LINE SEA DESGNAMI: • CL CENTERLINE s CONSTRUCT SEWER PER CITY STANDARDS SEC71ON LETTER INV INVERT SD STORM DRAIN CONSTRUCT SEWER MANHOLE MH MANHOLE TYPE "A" PER C.O.B• STD. S-7. 2 CB CATCH BASIN SHEET W4ERE SECTM IS SHOWN JB JUNCTION BOX 0 CONSTRUCT SEWER CLEMOUT SMH SEWER MANHOLE PER C.O.B. SM. S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" ELEV ELEVATION 0 CONSTRUCT STORM DRAIN WITH 15! OPENINGS PER C.O.B. SM. S-12. R/W RIGHT OF WAY MANHOLE TYPE *A" PER C.O.B. SM. S-7. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CONSTRUCT CATCH BASIN *A* TYPE PER C.O.B. STD. S-12. 11+00 12+00 13+00 362 360 358 356 354 352. 350 348 346 344 342 m � a w C6 6 C) cj M of LIJ Q_ V) C) m LAJ C%4 . . C) . . . . . . . . . 27 26 q CATCH BASIN NO. 8 "001"c :000,0 kx v N 'S, !rj V-g " C 6es %k Ne / 'o U* N I T 1 ro 4- 0 5 *4 118 Y, 'o 0 kA 00 0 0 BARROWBY STREET X c; 1-� 01 _vx '.0 SEE SHEET 4 T?4 T> a,.-& 'Ile 0 18 04 18 z X 51 3 800 01- z 1* EXISTING SEWER MANHOLE ;-c V.: IV_: y % cr- r-- % + + 5 koz, - dp�. STA. 14+70.91 C.L., 3.0ORT. cr Z cn to cn to STA. 9+82.00 C.L.= li., STA. 9+82.00 DRAIN co S88*4V18"`E 18" DRAIN 144.73* NORMAL F.L. ELEV. 353.59 q- N89*4j"59wE WA000 W DRAIN 1 D DEPRESSED F.L. ELEV. 353.42 . ft t- — - �. -- w— c - — - 4— r S88 4518E (50 -qw� s— 100 00 15 97* END OF PIPE S88*45918"E 8* SEWER CN 5<- STA. 9+81.58 C.L. w 362 360 358 356 354 352 350 348 346 344 342 340 338 358 356 354 352 350 348 346 344 MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) SCALE: 1" - 501 HORIZONTAL 1" = 5' VERTICAL INSTALL 153-97 LF OF 6" SEWER 0 1.00% 348 /000 00 a � 1114%-111MI-L. IV-7**JV I-V Wt- -t* 346 'D: ch Ai C-4 25 uj M LEQ Lrq if to ri") cri W, Z t-: + INTERSECTION STA. 10+00.00 C.L., MARSDEN ST= ui C'14 ci .._� __ 06 04 c6 ul) P6 + C-4 • C) `'° �.? �.-. STA. 28+19.99 C.L., BARROWBY ST C> cc 64"co Z W in w LLJ 04 w A#- Il .j .j e LLJ cn c� uj 100 co U-j It -4 LLJ LLJ TYPE "A* PER C.O.B. STD. S-7. V� LL4 o to I:z 1w) t4) 5' 9 1 En 1 8 8 1 V) ci cd in o m y 1J SMH 18 ft-1. 8' (3 > - - -Lij U-) --iNVER 18w x 24 .26 j 261 BARROMY STREET M Lo 14 15+ w + + 4 v- - + 16 + 17 C) 7 '174 < C1 Z cm 0 SEE SHEET 4 z M ;� �<- (nu) < I--- v) �5;5 v) In 4. RIGHT OF WAY Lo c o td• to M 40 Ln V) APP OXIMATE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. 362 360 358 356 354 352 350 348 346 344 342 340 338 358 356 354 352 350 348 346 344 MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) SCALE: 1" - 501 HORIZONTAL 1" = 5' VERTICAL INSTALL 153-97 LF OF 6" SEWER 0 1.00% 358 356 354 352 350 348 346 344 SEQ11- ON /t� SCALE: 1" - 50' HORIZONTAL\,%.V 1" - 5' VERTICAL 6 cn cn IN'-c%"TAI I 111 .45 LF OF NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF SEWER, THEN NOTIFY ENGINEER OF ANY DISCREPANCIES. cn I1 OKI Ise cn co ci c%i w Lq ro- z C-4 Ac as 1-4- to (n 2 INTERSECTION STA. 10+00.00 C.L., STILLBROOK OR= STA. 13+11.99 C.L. BARROWBY ST 3 ..._.a.....�.�. � 348 y 00 a � 1114%-111MI-L. IV-7**JV I-V Wt- -t* 346 'D: ch Ai cq C5 (n I LEQ Lrq a- + z u-N cri W, Z co T- 0 co ui co z C14 -* .._� __ a- . in C1 m 0 C)ln a- >; = c%4 + + 1-!.� 0 4 15+00 ILqjc Q x(n cn W in V) x w A#- Il .j .j e CONSTRUCT SEWER MANHOLE c� uj 100 co od ul :z 2: m ui u') 001 TYPE "A* PER C.O.B. STD. S-7. N N N N ell IC6 4 4cd dam` q* I:z 1w) t4) C> SHEET MERE SECTION IS Sti%JVNIV JB JUNCTION BOX -4 CONSTRUCTSEWER CLEANOUT y 1J SMH SEWER MANHOLE (3 > PER C.O.B. STD. S-20. -Lij La --iNVER 18w DRAIM ob C> ww a SDMH STORM DRAIN MANHOLE cj 358 356 354 352 350 348 346 344 SEQ11- ON /t� SCALE: 1" - 50' HORIZONTAL\,%.V 1" - 5' VERTICAL 6 cn cn IN'-c%"TAI I 111 .45 LF OF NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF SEWER, THEN NOTIFY ENGINEER OF ANY DISCREPANCIES. cn I1 OKI Ise cn co ci c%i w Lq ro- z C-4 Ac as 1-4- to (n 2 INTERSECTION STA. 10+00.00 C.L., STILLBROOK OR= STA. 13+11.99 C.L. BARROWBY ST 3 ..._.a.....�.�. � 348 y 00 a � 1114%-111MI-L. IV-7**JV I-V Wt- -t* 346 'D: „ W W Ai cq �.. _ 344 > cL 0' LEQ Lrq a- + z u-N 0'- 342 38. � 3 LF Or Z -RCO 0 0.20% uj .._� __ 340 CENTERLINE INSTALL 34.32 LF OF ��..�._ �� 18" RW-RCP 0 2.27% 338 15+00 INV Q x(n cn °coGo00 x w A#- Il .j .j e CONSTRUCT SEWER MANHOLE c� uj 100 co od ul :z 2: m MANHOLE u') 001 TYPE "A* PER C.O.B. STD. S-7. N N N N ell IC6 4 4cd dam` q* CATCH BASIN 1w) t4) C> BARROWBY STREET SEE SHEET 3 BARROWBY STREET SEE SHEET 3 362 360 358 356 354 352 350 348 346 344 342 U N I T 5 + + v cn WA STILLBROOK DRIVE �A a A ow. i ww a M. 1p%w— -%$* 'mmL 0% -DR-~ (PRIVATE STREET) (STA. 10+00.00 TO 16+80.00) SCALE.- 1 01 = 50' HORIZONTAL 1" - 5' VERTICAL AbAr"111"A 1 1 101A in^^ I r- t%r- .1 Inso "^I ft^M At%, f% ^^Or V) -4 U poo 00 iC M 2 ww OAKLEY STRLLT U N I T 11+00 12+00 13+00 14+00 15+00 16+00 �¢ 362 360 358 X354 352 fz 350 348 w_..� 346 T -___ $ 344 342 16+75 3 2 p %0 %044-vw"11% VIF ELEVATION a � 1114%-111MI-L. IV-7**JV I-V Wt- -t* V NOV 1*%;V#rC 'D: $I • %w • • LEQ Lrq TRACT BOUNDARY N AMEMARQNS LOT LINE d o CL CENTERLINE s CONSTRUCT SEWER PER CITY STANDARDS SEC11ON LETTER ; k t ° ` ry INV Q x w A#- G CONSTRUCT SEWER MANHOLE c� uj 100 co -7 1 MANHOLE u') 001 TYPE "A* PER C.O.B. STD. S-7. N ell CB CATCH BASIN 0 C> SHEET MERE SECTION IS Sti%JVNIV JB JUNCTION BOX -4 CONSTRUCTSEWER CLEANOUT y 1J SMH SEWER MANHOLE (3 > PER C.O.B. STD. S-20. -Lij La SCO SEWER CLEANOUT ob C> ww a SDMH STORM DRAIN MANHOLE cj CONSTRUCT STORM DRAIN PER CITY STANDARDS C) 7 '174 w C1 Z cm 0 CONSTRUCT STORM DRAIN WITH 3.6 OPENINGS PER C.O.B. STD. S-12. 0 z ELEVATION MANHOLE TYPE *A* PER C.O.B. STD. S-7. w C) ;t 4. RIGHT OF WAY 4-Z;Z H c o td• to M 40 UNLESS OTHERWISE NOTED. z J. 5 APP OXIMATE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. 1110 DRAWING z r% 100 TEKIN If bo -o-> C51 uj it 0. V) wo a � • loommummom� ..... , t vow 0,0 • I VERT 6" SEWER 3s S55 � a � i. --7 —INVERT 18" DRAT 4 � § �� <yt �f IN *!RT 8" *WER T-- a E 11+00 12+00 13+00 14+00 15+00 16+00 �¢ 362 360 358 X354 352 fz 350 348 w_..� 346 T -___ $ 344 342 16+75 3 2 m p I-A ELEVATION 'D: TOP OF MANHOLE/TOP OF CLEANOUT LEQ Lrq TRACT BOUNDARY AMEMARQNS LOT LINE SEM DESIGNATION:. o CL CENTERLINE s CONSTRUCT SEWER PER CITY STANDARDS SEC11ON LETTER ; k t ° ` ry INV INVERT SO STORM DRAIN G CONSTRUCT SEWER MANHOLE z MH MANHOLE TYPE "A* PER C.O.B. STD. S-7. N ell CB CATCH BASIN 0 C> SHEET MERE SECTION IS Sti%JVNIV JB JUNCTION BOX 0 CONSTRUCTSEWER CLEANOUT y 1J SMH SEWER MANHOLE PER C.O.B. STD. S-20. SCO SEWER CLEANOUT a SDMH STORM DRAIN MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 7 '174 EXIST EXISTING 0 CONSTRUCT STORM DRAIN WITH 3.6 OPENINGS PER C.O.B. STD. S-12. ELEV ELEVATION MANHOLE TYPE *A* PER C.O.B. STD. S-7. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS R/W RIGHT OF WAY UNLESS OTHERWISE NOTED. z J. 5 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. 1110 DRAWING m p p LJ z 0 C> Lu LAJ m -o-> C51 uj 0. V) 18 CATCH BASIN NO. 6 STA. 9+82.00 C.L., 32.15LI NORMAL F.L. ELEV. 353.58 DEPRESSED F.L. ELEV. 353.41 END OF PIPE STA. 9+81.58 C.L., 32.15LT.= STA. 9+81.58 DRAIN q INTERSECTION STA. 10+00.00 C.L., LANESFIELD DR= STA. 21+95.99 C.L., BARROWBY ST 1 362 360 358 356 354 352 350 348 346 344 342 6" N I T 3 a- q>- -j Q C> BARROWBY SIREET C) 6 1..: C 6cl SEE SHEET 3 06 06 Q C Z 06 ALLEY C6 < 10 Be Ina: to 0 6" SEWER w M3 x r 18 w ui ui !tj 0(% 1 Ui En c am- V) ui V) V) M I.. * 85 o8 0 Lcn" ©� a© k.-a LO Tip.: C5 c; 2 !� � C> - 8 CN C4 8 C9 LO LO z cri M 0 wi c'! LO to U? -cn < z 26 26� x p cm Of vi rn I,,-- < Q0 co + + + + + + + re) ir P0.0 ui 99 + + + V) v- v- ro + + C-4 Cn cy- K) rn d- I z CIZ v- V.- uj �< cn cn cn C4 in <n w U J\4 IT 1 L10 V) V) V) (f) 0 z '000, - a' N88045 18"W' 71.72s 00 %- S88'045118"E 6" SEWER 150.00" A* SEWER 11+00 Of +00 0 1 ra� 112+ QU LT7 S88-45"18'OE N "a ow--oamomm --am 00 go ­ S88*451183FE co D X i 18" DRAIN 346.75 81 DRAIN LO C%4 uj cn 00 4* CI 9 Z C> 10 lwiln • z 26 Z I cj poi rn C,4 w C> =) ul . V**, 01 try 0 M z #00 LU 16' cn Z -J z 0 w Q • U.1 to 100- U-) Gj-j in *C.4 32# 321 z u:ie Into 0- (n * 0 - 11 T 5_ Cc I I u: Z C� M I " 1 49-------* so all 49 + 62 into 15 ca a-J + %� 1 1 14 �e_ t_j:;Vn it C) 0 Cl 'or Ir BARROWBY STREET La z 00 M v- SEE SHEET 3 cL. n w 6 ��- < C-.-V (n z n * (n cn W MANDALAY PLACE SEE SHEET 8 U N J T 4 LANESFIELD DRIVE (PRIVATE STREET) (STA, 10+00.00 TO 14+20-23) SCALE: 1" = 50' HORIZONTAL 1" - 5' VERTICAL INSTALL 71.72 LF OF e-r-catr-m c%L @ ^o%ew + + W z X sac a 0 u 6 iE CATCH BASIN NO. 4 zi 00 STA. 9+82.00 C.L., 40.15LT. in NORMAL F.L. ELEV. 353.69 1 n + DEPRESSED F.L. ELEV. 353.52\ END OF PIPE STA. 9+81.58 C.L. 40-15LT.- e. 0 (n STA. 9+81.58 DRAIN 15+00 00 EX. 18" DRAT L tt lNTFRq-rrnnN cm (n W) 362 360 j8 MID g;A %A %,# -F 352 350 348 18" DRAIN 346 344 342 75 U N I T 4 tt. cc C4 WQRO%%Y T 9 MANDALAY PLACE C4 cq fn z tei Er5 ," SEE SHEET 3 l8c4try I-d- SEE SHEET fn> 0 w 04 w c-,j cqtr) zi -0 z -4::;d 00 126 z V-JO 0 491 0 26' w z I j- 49' Q -9 re) > < . < -i to z z :;k (i uj in to z -j 8 i . C%j 00 OW . --q w 4< cr z -4 >; rui d 0 151 321 32' LA.. Qn z a. ui J-1 -1 c;f to to rn M LA6j C) c*4 co 05 0- c*4 CN 0:: 161 1 + + 1-i U. 2 qc%! 0 10 8 C>R in u- w Lquj * :r + M, 0, C> 0j,3 clq ".4 _j 10 W) e) z to 0- - cs4c ti. Z 0 04 M LL: r,,,. ZE I**- 'mik r-.. 00 Mw 44: cn 0 wo- jr Li- 04 C4*4 izz �<­ �<.: < - z + V) + + n + + -04 t<� 0 w LLJ v v- 00 1 04 C-4 00 LAJ V)w to wzn z . C> v- v- M Z 4w Ice oc Lr> 23 WLAJ V) (f) 8 tt) Fj cn (n (n zz EEEX. I 7 cr co M*45*18*E 0- o CN n mammon 18" DRAT N a moommummomme am S89* 36"1 e 1o8ft " to D R AIN lo2up 0an 2as .5mam2m' on " JV T+ A IN -1-004 3+00 114+00 .1 0 Amommommum S88'45' 11+04) - co 12+00 S88*4TlT 8 SEWER 154,00 s 215.65 - If r.` NOW v I %M r STA. 10+00.00 C.L. PARKERHILL DR= STA. 16+23.99 C.L., BARROWBY ST cc a U:) Go 00 N IT 1 18 Q? 26 ro 26' to + C) BARROWBY SlR SEE SHEET 3 < 3.58 356 354 352 350 348 346 344 342 340 338 ii 00 Of w w w cr CN C) C> C) 100 q I C� CD 0:: CL cb c) CN cr CC :z of 0 cn w c> to zQ w <,z cn Ln cn C! T-: cmm 0-M V�w1 X < & 5 2 00 CN + + qb z W) PO - . C) + + c6 v- 0") C Lo, + + + 04 CN v- ; 5 'ce v- w in in p LAJ I— W M Q Q W to V) (A z I T 1- *U# I 'M I *.0 1 #-%Lj- NO V. W &- 1 %.# I 18" RGJ-RCP 0 0.15% PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" -- 50' HORIZONTAL 1" = 5' VERTICAL 1:� 8 C4 09 in X L" Q Ul ci LO + cn w � C ts" {p � INSTALL 215.65 LF OF 8'* SEWER 0 1.00% IN'-Cs'*TAI 1 1-54-00 1 F OF R" -4;FWFR 0 0 34% 'm 4v Wfto es 'v • 002 :.wl5+00 ­4 >; Q!tj C9 w wi >; V) te) 110 g + 22 cc All lz E4EXIST. 18" D-RAII 1 %J SEWER C-3 ;!-c 21 �.� . 358 R_ 356 _�� i 354 352 350 �._ _ 348 346 344 ��._ 342 34-0- �M 338 15+50 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION H LEGENUO C] W tD co TRACT BOUNDARY cz v- LOT LINE SECTION DESIG QD CL In to woo C5 CONSTRUCT SEWER PER CITY STANDARDS SECTO LEM INV INVERT SD STORM DRAIN F­- z M w jw MANHOLE ww TYPE 'OA" PER C.O.B. SID. 5-7. > CATCH BASIN 40 C) 0 SWEET WERE SEC7M IS SHOWN z JB JUNCTION BOX 0 F­z j Ai LLj LL. SMH SEWER MANHOLE 00 Coco sco Cl C4 V) in a_ APPROX ATE FINISHED OUND SDMH STORM DRAIN MANHOLE D _ell EXIST EXISTING N, 1 lNE 001, NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" . ..... v7ew-17 ELEV < 0 CONSTRUCT STORM DRAIN WITH 3.5! OPENINGS PER C.O.B. STD. S-12. q MANHOLE TYPE "A" PER C.O.B. STD. S -7. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS R/W RIGHT OF WAY + NDALA y CONSTRUCT CATCH BASIN '*A* lop (---*7 PLACE TYPE PER C.O.B. STD. S-12. lllwifi. oft fto*Co Mlu nt DHAWINU .u........:- ,,..._.. ------ - aft aft a. -1 4m em 4 oulnewomen a" 40 In IN 1111, -T� ui am an In am OM� 4ft 4" swmft� Now as- W---Moft -Nommmommm aft 40 mudom la VERT I DR-AW Mumm 0.4m I I INSTALL. 78.07 LF OF I VERT 181 DRAIN o-a-mooma-mo. INERT 6" WER TT EXIST. 1 I "-,%07%u'-RCP q_ INSTAL R j 346.15 LF 18" RCP 00.20 V11 SEVER v-, M C NECT T EXISTIRO STORM DRAIN z 7c t � � Z � cr- z f � x If f � ( 1 5 j} S A:13 +97. C.L. .DORY. n u- ala 12 a lzlz 1#111,01 1. �rl, Ilk# FY r 'A 10+00 11+00 % 12+00 13+00 14+00 :: � uj 14-# w 06 `W Lq rr) CN NOTE: CONTRACTOR TO VERIFY LOCATION in + a. rL to >; v_: z zlo ;;z Of * w >; AND ELEVATION OF STORM DRAIN, NOTIFIED •- + 00 ENGINEER OF ANY DISCREPANCIES. in Q o0 ch %19- C-4 w cn to cn tn cm (n W) 362 360 j8 MID g;A %A %,# -F 352 350 348 18" DRAIN 346 344 342 75 U N I T 4 tt. cc C4 WQRO%%Y T 9 MANDALAY PLACE C4 cq fn z tei Er5 ," SEE SHEET 3 l8c4try I-d- SEE SHEET fn> 0 w 04 w c-,j cqtr) zi -0 z -4::;d 00 126 z V-JO 0 491 0 26' w z I j- 49' Q -9 re) > < . < -i to z z :;k (i uj in to z -j 8 i . C%j 00 OW . --q w 4< cr z -4 >; rui d 0 151 321 32' LA.. Qn z a. ui J-1 -1 c;f to to rn M LA6j C) c*4 co 05 0- c*4 CN 0:: 161 1 + + 1-i U. 2 qc%! 0 10 8 C>R in u- w Lquj * :r + M, 0, C> 0j,3 clq ".4 _j 10 W) e) z to 0- - cs4c ti. Z 0 04 M LL: r,,,. ZE I**- 'mik r-.. 00 Mw 44: cn 0 wo- jr Li- 04 C4*4 izz �<­ �<.: < - z + V) + + n + + -04 t<� 0 w LLJ v v- 00 1 04 C-4 00 LAJ V)w to wzn z . C> v- v- M Z 4w Ice oc Lr> 23 WLAJ V) (f) 8 tt) Fj cn (n (n zz EEEX. I 7 cr co M*45*18*E 0- o CN n mammon 18" DRAT N a moommummomme am S89* 36"1 e 1o8ft " to D R AIN lo2up 0an 2as .5mam2m' on " JV T+ A IN -1-004 3+00 114+00 .1 0 Amommommum S88'45' 11+04) - co 12+00 S88*4TlT 8 SEWER 154,00 s 215.65 - If r.` NOW v I %M r STA. 10+00.00 C.L. PARKERHILL DR= STA. 16+23.99 C.L., BARROWBY ST cc a U:) Go 00 N IT 1 18 Q? 26 ro 26' to + C) BARROWBY SlR SEE SHEET 3 < 3.58 356 354 352 350 348 346 344 342 340 338 ii 00 Of w w w cr CN C) C> C) 100 q I C� CD 0:: CL cb c) CN cr CC :z of 0 cn w c> to zQ w <,z cn Ln cn C! T-: cmm 0-M V�w1 X < & 5 2 00 CN + + qb z W) PO - . C) + + c6 v- 0") C Lo, + + + 04 CN v- ; 5 'ce v- w in in p LAJ I— W M Q Q W to V) (A z I T 1- *U# I 'M I *.0 1 #-%Lj- NO V. W &- 1 %.# I 18" RGJ-RCP 0 0.15% PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" -- 50' HORIZONTAL 1" = 5' VERTICAL 1:� 8 C4 09 in X L" Q Ul ci LO + cn w � C ts" {p � INSTALL 215.65 LF OF 8'* SEWER 0 1.00% IN'-Cs'*TAI 1 1-54-00 1 F OF R" -4;FWFR 0 0 34% 'm 4v Wfto es 'v • 002 :.wl5+00 ­4 >; Q!tj C9 w wi >; V) te) 110 g + 22 cc All lz E4EXIST. 18" D-RAII 1 %J SEWER C-3 ;!-c 21 �.� . 358 R_ 356 _�� i 354 352 350 �._ _ 348 346 344 ��._ 342 34-0- �M 338 15+50 10 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION H LEGENUO TRACT BOUNDARY A BfflQdATlONS LOT LINE SECTION DESIG . . . . . . . . . . . . . . . CL CENTERLINE S CONSTRUCT SEWER PER CITY STANDARDS SECTO LEM INV INVERT SD STORM DRAIN CONSTRUCT SEWER MANHOLE z M MH MANHOLE TYPE 'OA" PER C.O.B. SID. 5-7. CB CATCH BASIN 40 C) 0 SWEET WERE SEC7M IS SHOWN JB JUNCTION BOX 0 CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE PER C.O.B. STD. S -20.y. sco SEWER CLEANOUT LLj SDMH STORM DRAIN MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" . ..... v7ew-17 ELEV ELEVATION 0 CONSTRUCT STORM DRAIN WITH 3.5! OPENINGS PER C.O.B. STD. S-12. q MANHOLE TYPE "A" PER C.O.B. STD. S -7. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS R/W RIGHT OF WAY UNLESS OTHERWISE NOTED, CONSTRUCT CATCH BASIN '*A* lop (---*7 TYPE PER C.O.B. STD. S-12. lllwifi. oft fto*Co Mlu nt DHAWINU 10 H LAJ W w M z M 40 C) 0 Ui Y LLj M ui V) M -Ez rr) CN 10 U I T 5 BARROWBY STREET c4 n ca a 5 SEE SHEET 3 Z 8 26 26 oo o6 27 - -1 z c6 o6 co o6 cn C�j 00 8 In ro 0 _j 25 2 23 cc Z C4 cc ui 1-4 of Of z cn ( 0 5 cuj n w 0 w w cn 1 V3 Li 1 0 1 w I z V) V) Ef) cr_ c; LLJ (7) rkh%- C g cq (o 06 C> oi < 00 00 to c� L0 ui iLL3 cc cc 0 to Lo cc LO W) L w + Z c P I C) + 6 ao CENTERLINE %_ rl%- cc + < c\j cc + + m + + to + + + + q* I* LLJ PRIVATE V) CD Lo cq t*.4 C414 g5c M m (n C-4 JUNCTION BOX -tt z INTERSECTION/B.C. C:) r1l En -ce w (n < 0 ELEV cic� .. ........ cn cn (n V) 0: m V) STA. 10+00.00 C.L., LINCOLNSHIRE DR= STA. 10+00.00 C.L., BARROWBY ST z >; W (n in cn cn j to TRACT 6223 -4 4z w co F.- w cli 7 z 0 om <n • qft so a— 18* AIN cq �ft 6 14* * 60 + + + cn C, Irvu — 2+0 —2.59. 16 13+00 co an I to S8919`48*E 18'" DR N Nt- D- r mom go 40 lw Lo M C> 0 t� <!6ffi SW'036r05ffE 8 SEWEIR tt± '272.87 IM&A 0 ammovoomm - 4 Q510*101,tsior rn 4+ 0 .- I S. 'C,%F*wr-o 195.67" q lft� qb 0 358 356 354 352 350 348 346 344 342 340 338 ►1 LEQEN-D-. , ABBREVIAMQNS CL CENTERLINE INV INVERT ;0) oq 1 PRIVATE (C�k: CD Lo cq CATCH BASIN JB JUNCTION BOX 00 00 SEWER MANHOLE C:) r1l SDMH od < ra ELEV cic� 00 C4 > RIGHT OF WAY + + + C4 0: m cr_ PARK d rw z >; W (n in cn cn j to TRACT 6223 -4 oow--i w co F.- w cli 7 z 0 om <n • co n-- a— v- cq �ft 6 14* * 60 + + + cn C, o + 6 10 T- 1-1 r, + 0 V) M C> 0 t� <!6ffi C3 z LLJ UNIT 26" C-4 I C,4 09 U5 coo in z 5 ly m V) (n (n < M SU�P BOTj z UJ qb 0 358 356 354 352 350 348 346 344 342 340 338 ►1 LEQEN-D-. , ABBREVIAMQNS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY Lr) __j CD� 0 cd 22 21 rn I wo �; + V) J� a? EZj 0 + L z < V) CA V) 00* EXIST. 18" DRAIN- 6+90 + S -EXIST. 8" SEWER in W 11 1 �_z _j >_ 0 Z 0 C� 0 C) ot I W18 I 00 P p 04 co 06 LLJ ul V_ d uj Er 1 cq LLJ z uj Zn 3c: ui En '117 8 00 C14 9 CN cb 00 r,: 0 cn I d- + c6 C%4 lilt + + + C4 + s<_ LAJ " oz V) (n in cn cn w 3: CLIV) TRACT 6223 Lr) __j CD� 0 cd 22 21 rn I wo �; + V) J� a? EZj 0 + L z < V) CA V) 00* EXIST. 18" DRAIN- 6+90 + S -EXIST. 8" SEWER LINCOLNSHIRE DRIVE ILIC%'rAt 1 0%-7^ n-1 i r- P%r- fl%n P%r-sam-r% .0%. ,% -wa-..M (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1' = 5' VERTICAL tft_!�: l4r) - V) • in W 11 1 �_z _j >_ 0 Z 0 C� 0 C) ot I W18 I 1 w U < QD cl il P p CN 06 LLJ ul z CO P.: Er w cr V) + W) z + LLJ W LAJ —4 uj 0 (f) lilt V) V) s<_ LAJ " oz 12 r-7 @ ol �o- 3: CLIV) ui U) t6 00 C6 to ++ 13 _j + + z 10 V_ P - i - f%,.. C) u V) (f) C6 V) V) C6 (n 41", UNIT 26" C-4 I C,4 09 U5 LINCOLNSHIRE DRIVE ILIC%'rAt 1 0%-7^ n-1 i r- P%r- fl%n P%r-sam-r% .0%. ,% -wa-..M (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1' = 5' VERTICAL tft_!�: l4r) - V) • in W � i� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION W) TRACT BOUNDARY ui lu 0 -jw LOT LINE s 'CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SM. S-7. 0 CONSTRUCT SEINER CLEANOUT PER C.O.B. STD. S-20. D CONSTRUCT STORM DRAIN PER CITY STANDARDS (1) CONSTRUCT STORM DRAIN MANHOLE TYPE "A'* PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN "A" + flo TYPE PER C.O.B. STD. S-12. G\ Awl 354 _- '-352 �-�_- 350 J_ 348 346 EXII..)T. 18* DRAIN 344 ....�._. ..r 342 EXIST. 8* SEWER • _ _ "_ 340 st 00 338 W15 +0015 +25 P., z ♦ to M 4d- 00 00 SEC11ON DESIGNAMON: SECTM LETTER L — -a-- 2 SHEET WERE SECTION IS SHOWN—- NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3-5! OPENINGS PER C•O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. w I z :0 .0 z II fi fifi 35E 35E 354 352 350 348 346 344 342 340 338 336 334 0 V in W � i� V_ W) I CD LJLJ u ui lu 0 -jw u T ch P 'INTERCEPTOR OR APPROVED EQU ILLJ r i STA. 33+56.03, C.L. C> 10 cx ' ' I N V. ELEV. 343.54 42" N — E + flo INV. ELEV. 344.74 24 w Lli F_ 10 J � 0 � BARWYMY STRUT SEE SHEET 4 13 _j C� 12 11 j c� 10 q P - i - f%,.. C) 6 - C6 C6 (n 41", <-10 26" C-4 I C,4 09 U5 ly m ul C.D oi z < M SU�P BOTj z UJ _4 >; W-J 4o- co Lo W+ W w t w V) �,.. -4 m z 0 �j . 4-0: X 1= oo in 0 :c OR M 00(o CN Z n U9 z w w ul ul 0 a q;- C) 22 + + V_ pl) + V) cllJ + =3 0 cn + 00 M .j 0- c.-4 C-4 + + ul) + + + 0 ......... UJ EXISTING 42" CN EXISTING 42" < cr Q Ae z INTERSECTION C.41 DRAIN 0 1.33% to (n V) 0- cn cco cn z cu:ll V) 23 ui to to 0 V) to in STA. 10+00-00 C.L., MEDALLION DR= S88*4518 E 92.25# STA. 25+07.99 C.L., BARROWBY ST Nw.. A — SW45*18*E 11+00 S8$ 4518E S_ 8* SEWER wma 150.)0 - an qml I wmmm loft S88*45'lrE 108.19 XWtK 14+00 1 12+00 13 0 21 -=Now- co C> C> c> P-: c6 -c> Lo C6 00 n j Hwy uJ ry (n CN ui cn V) 5z 5 3- - p C") to Lo ci x: 0000 z ago c) Lo Q w C) c) C-) Lo t 126 26'1 Id- d * Lo CN m + + 12) C3i Lo In Ir- %_ oj t­ + + 20 BARROYMY STREET 5 + V_ %_ 4 + 3 + 2 + Q U J z AM SEE SHEET 4 � � g ;j to V) to Q in in U N 3 0 V in W � i� V_ W) I CD LJLJ u ui lu 0 -jw INSTALL CONTE OS4045 ST I ch P 'INTERCEPTOR OR APPROVED EQU ILLJ r i STA. 33+56.03, C.L. C> 10 ' ' I N V. ELEV. 343.54 42" N — E + flo INV. ELEV. 344.74 24 w Lli F_ 10 J � 0 � 1 If c> c%j Qom, +1 7 <-10 m < M SU�P BOTj CD co Lo <6 (n + to + in Z rn >< X EXISTING 42" RGJ-RCP STORM EXISTING 42" DRAIN 0 0.08% RGJ-RCP STORM DRAIN 0 1.33% 0 V in W W L V_ W) I CD LJLJ u ui lu 0 -jw ch P ILLJ < Jt Lli F_ If SU�P BOTj ymcil Qbl __w . /13"N SCALE.- 1 is = 50' HORIZON TAA.,Z� 1" — 5' VERTICAL V ELEV. 340.00 MEDALLION DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50" HORIZONTAL 1" 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 , - INSTALL 150.00 LF OF 6* SEWER 0 1.007 . IN!;TAL-1- 106-IQ I F ()F 8 EXIST. 18" DRAII, --EXIST. 8" SEWER 15+00 09-01 NEW 362 12 ­J > > ljj Z U W Q , -eni id , m .0c C> 360 ,I • z + + < Mo c::o CA to x 3f ii 356 1— --T q0TE!­ A( lu T 354 WD E VKnON OF SE V ER,, THE N011 `NGINE R OF Y I PAS s. 352 350 • 1 qYJST. 18" DRAIN W _. _ 348 NVE T 1 DRAIN w INVERT 6 SEWER EXIST. 8SEWER 346 W, AAA z 342 14+00 14+50 INSTALL 92.26 LF OF 1--CONNECT TO EXISTING STORM DRAIN 18" RGJ-RCP 0 0.15% STA:14+15.00 C.L., 19.17LT. 349.60 INV. ELEV. 18" E-W 7o,00%o/Y PP. Z. j -,�g oq4l R E C D DS3l°lYifI� cn 0 cr) Z o co 0 w 0 z u- Ld 0 Ld 00 r L.Li co - co * 0 (40 C14 cr LAJ m " I 00 (o � Nt I I z cri C-4 C-4 V_ 00 (o con > E) im jj LLJ Z 0 (2) 5 Lu cr_ C. p ci Of CL cr !�! LLJ CL LL_ m LLJ => cr V) CF) m CI a CD - I I J_j W > b Q z 0 mJ �j W � g � UJI > C) cr � D w CC vm z cn PE 0 v Z w I W 0) IL 0 A > E) im jj LLJ Z 0 (2) 5 Lu cr_ C. p ci Of CL cr !�! LLJ CL LL_ m LLJ => cr V) CF) m CI a CD - I I J_j W > b Q z 0 mJ �j W � g � UJI > C) cr � D w CC vm z cn PE 0 v Z w I W 0) IL 0 A W > b Q z 0 mJ �j W � g � UJI > C) cr � D w CC vm z cn PE 0 v Z w I W 0) IL 0 A w I W 0) IL 0 A UNIT 5 cq 14- z PARKER lit.. DRlVE,],%,: < SEE SHEET 6 40S STORM DRAIN MANHOLE NO. 6 STA. 10+05-00 C.L. 64.50LT. A SEWER MANHOLE NO. 8 8 STA. 9+98.00 C.L., 16.00LT.= STA. 9+98-00 SEWER 00 5 PARKERHIU. DRIVE m SEE SHEET 6 362 360 358 356 354 352 350 348 346 344 342 m 0 F-O% IV Oft I �'n -i D D U J\4 1 T IVA, CD Ca C7 C) Cd O mt 13 cn 12 14 Vm 10 N C4 C.4 cq to 7 to clq c' d- C6 C> + to V_ m n to C) + + + + + + It— 04 n 14- I- 00 (n (n V) En MANDALAY PLACE (PRIVATE STREET) (STA. 10+00.00 TO 15+72.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IMC'rAl I *')Of% C-f% I r' f%r- f2" e%r-IAAr-f-% Aft 0% -90-~ U N 1 7 UWSnW DRIVE SEE SHEET 6 i-INSTALL 63.60 LF OF 8 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 261 r 26' TRACT BOUNDARY ABBREVIAll ----------LOT LINE CL cr. SEWER J loo I tin MANHOLE NO. 6 STA. 15+77.00 C.L., 16 OOLT. _j W) SD MH a STA. 15+77.00 SEWER to 9 INTERSECTION co STA. 15+72.00 C.L., MANDALAY PL= STA. 13+35.00 C.L., LANEsnELD DR .10 UNE'SHM DRIVE SEE SHEET 6 lu+uu 11+00 12+00 13+00 14+00 15+00 16+000"kt4 INSTALL 7.42 LF OF i-INSTALL 63.60 LF OF 18" RGJ-RCP 0 0.15% TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 18" RGJ-RCP 0 0.20X TRACT BOUNDARY ABBREVIAll ----------LOT LINE CL CENTERLINE 0 :z J loo INV CN (OR s _j W) SD MH STORM DRAIN MANHOLE QD Z ui I to C4 to � cn TYPE PER C.O.B. STD. S-7. CB CATCH BASIN 0 (n d ui 0 • SMH SEWER MANHOLE 000 0.400 Z (A c1cow--j ui SDMH STORM DRAIN MANHOLE D >; + co EXISTING +z ELEV ELEVATION 0 Cl co �r- Iw- RIGHT OF WAY 00 ��a 00 �— ° 1< cz-, TYPE PER C.O.B. STD. S-12. 'Gap cn (n (n WE ui cnn w Z < ILI I cr - - ---------- 3521 *64 1352 350 ._j350 30 INVERT 18" DRAIN __ 9 MfN_ N— 0-4 CJ 346i 10+12. N AL F.L. ELU 1% C.L., 64 5OLT. LEV. 353 12 SEQ110N rA SCALE 1"=501 HO IZ 1 " =5' VE T. cj 3 It CS ar oa k' J c-:Vli if 14C a- 10 44C NOTE: SEWER LATERALS TO BE ABANDONDED IN PLACE SHALL BE CUT &CAPPED AS CLOSE TO THE WYE AS POSSIBLE, A U N 1 7 4✓ J..j 4.a 41 %✓ j I j j 8 7 OAKLEY STREET 362 360 358 3-5-6 354 352 350 348 346 344 342 (PRIVATE STREET) (STA. 25+36.18 TO 30+00.00) SCALE: 11' = 50' HORIZONTAL 1" = 5' VERTICAL I $TRFr A OMEEI 5 19 r • op, N%k% yi:sl 27+00 28+00 29+00 30+00 SEC11ON W5000 N; SEC1101 LETTER maw — 2 SHEET WERE SECTION IS SHOWN 362 360 558 556 554 552 550 $48 146 44 A') NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS 07 vua� 2 �s o.� ��#�OR� GIRAUVINCa cn 0 < D 0 z oc) 0 tr 0 Z < .J < W w 00 X j W co C) CN Li m 0 M.R C4 C4 Ir- 00 0 L!j Lij LIJ 9 Cl TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION TRACT BOUNDARY ABBREVIAll ----------LOT LINE CL CENTERLINE INV INVERT s CONSTRUCT SEWER PER CITY STANDARDS SD MH STORM DRAIN MANHOLE J CONSTRUCT SEWER MANHOLE "A" cn TYPE PER C.O.B. STD. S-7. CB CATCH BASIN 0 JB JUNCTION BOX 0 CONSTRUCT SEWER CLEANOUT SMH SEWER MANHOLE ad PER C.O.B. STD, S-20. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE D CONSTRUCT STORM DRAIN PER CITY STANDARDS EXIST EXISTING ELEV ELEVATION 0 CONSTRUCT STORM DRAIN R/W RIGHT OF WAY MJ a MANHOLE TYPE "A's PER C.O.B. STD. S-7. ��a CONSTRUCT CATCH BASIN "Am TYPE PER C.O.B. STD. S-12. SEC11ON W5000 N; SEC1101 LETTER maw — 2 SHEET WERE SECTION IS SHOWN 362 360 558 556 554 552 550 $48 146 44 A') NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS 07 vua� 2 �s o.� ��#�OR� GIRAUVINCa cn 0 < D 0 z oc) 0 tr 0 Z < .J < W w 00 X j W co C) CN Li m 0 M.R C4 C4 Ir- 00 0 L!j Lij LIJ 9 Cl W w r OD IL 0 J cn cz 0 C cc z ad Lufop O,+Q 0 ch MJ a ��a uj 'Gap w Z < ILI I cr *64 CJ p cj uj CL cc CL Cr 5: m cmr c n' L c:)'Ez I I w '." I W w r OD IL 0 J cz 0 C cc ad Lufop O,+Q 0 � MJ a ��a 'Gap Z < ILI I *64 W w r OD IL 0