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Home My WebLink About1.2-6223 Ph 3, 5, 6, & 7 Record Drawing31 ! ' 32 ! T /y 33 ! WEST A CORNER SEC. 12, 30/26;9 / i t li 2 2`��./"� •� ® 1 6 ,/J,R, ii 36" STORM DRAIN LINE 1270 LF LF LF LF LF LF LF 42* STORM DRAIN LINE 80 LF LF LF LF LF LF LF - ib ' *� ® ` � � 4 �' ' STORM DRAIN MANHOLES 14 EA 2 EA 4 EA 2 EA 1 EA 1 EA 3 EA t 7 CATCH BASINS 15 EA 5 EA 5 EA 3 EA 3 EA 3 EA 3 EA 4 } t 1. 36� 5 OUTLET STRUCTURE 1 EA 1 EA EA EA EA EA EA 6 ( I 1 87 }. } 1 34 W < V7 LM d 26 z ' LOT fC 3 6 i 33 \ fi \ 7 \ X1732 �.. 25 [to + 30 31 24 It i} 31 8 .pl -- t 1 n �< I UNIT "329 9 30 1 } 12 LOT 00 �r `�'" -29 � SEE OFF—SITE ce ' LL _13 \ - - SEWER & STORM 1 } 21 DRAIN PLANS < } _ _ 14 I - Atli ORI�+E I 1s f 12 20} 1 } # 23 24 25 26 _ 1 I t5 17} / t3 24 19 M 25 Is is 14 U I } 1 17 1 22 21 20 19 } 1 28 X KEY bdAP M 22 SCAM- i -200' Q}} N , 21 SMH - SEWER MANHOLE to j t9 •.. ® SCO - SEWER CLEANOUT t; tw -. i i I t7 r —20 t �� SDMH - STORM DRAIN MANHOLE BASI 1 6 2 38 28 \ Z0 IN ORNTtN�ilN N _ .� t6 I 2t t � I 27} � , 19 � i jBi I 21% t✓i 3 i ��14 �a< t7S E- �7i ( 22 } } 36 ' f 30 IWC 4 t t ! } i ' 25 UNIT 1 29 \ ` 26 , 1 2 Q w z 11 L__t� _ _._I 1 1 , / s[ } 1 t3 I 24 Wt m , 27 1, 'j� a + t 34 1 MAW PAW NA 1 • S E Fe 12 t '1a 28 OFF 22 1 _ --' cn --1 } } } 33 23 SE R & 2 17 _ - i 1 AIN NSl - 0 4 tt 26 32 \ `� 24 } � i 3 M TR. 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ALLEY _ f tiF w yV 4L MULTIPLE UTILITY TRENCH q SEWER MAIN , PRECAST STRUCTURE 5' T R 5' SLOPE SLOPE WALL AND FLOOR R ::,: ! 5' ( WATERLINE Q TYP. FINISHED STREET a a m 3 GRADE m 3 `j37 6" TYP. SAND BEDDING AND BACKFILL 5' MIN. 60" COMPACTED TO 95.`l; ASTM TO 7' MAX. ° TYP. O W c i D1557. MIN SE. = 45 Nc 19L MIN. 1N PLAN VIEW N.T.S. PROWOE ALHAMBRA A2012 BICYCLE PROOF ON DEEP SEWER, SLOPE LATERALS � � � SET LATERAL PROVIDING PROPER �24*x24" GRATE MUST BE TRAFFIC RATED TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES E 6* SEWER LINE 230 LF 470 LF 360 LF 230 LF 270 LF 410 LF 280 LF 8" SEWER LINE 2950 LF 550 LF 1660 LF 1600 LF 723 LF 1110 LF 900 LF 4" LATERALS 1660 LF 1120 LF 1480 LF 1630 LF 1160 LF 1560 LF 1320 LF STANDARD MANHOLE 12 EA 3 EA 9 EA 5 EA 4 EA 6 EA 6 EA CLEANOUT 2 EA EA 2 EA 2 EA EA 2 EA 1 EA STORM DRAIN tUPROYWENTS UNiT 1 ,A1-2 UNIT 3 UNIT 4 UNIT 5 Lt1LL$ UNIT 7 18* STORM DRAIN LINE 580 LF 68 LF 800 LF 300 LF 270 LF 270 LF 880 LF 24* STORM DRAIN LINE 580 LF LF LF 580 LF LF LF LF 30" STORM DRAIN UNE 430 LF 830 LF LF LF IF LF LF t Arroarour a e-, PR=CT NUMBER D1MEA1570NS A B C u23 2' 2' s* RATED DRAIN INLET T.S. TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION �k 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' SEC71ON OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. CITY'OF KERN COUNTY BAKERSFIELD � z CAUFORNIA H SEWER � STORM DRAIN PLA -NS TRACTS UNITS INDEX OF 5HEE S SHEET .� 1. TITLE SHEET 2. NOTES & SPECIFICATIONS 3. PARKERHILL DR. (UNITS 1 & 2) 4. VALDENA ST. & LINCOLNSHIRE DR. (UNIT 2) 5. PARKERHILL DR. & BRINDLEBAY LN. (UNIT 1) 6. OAKLEY ST. (UNIT 1) & LANESFIELD DR. (UNIT 1) 7. JULESBURG ST., MARSALA ST., & DALWOOD ST. (UNIT 1) 8, LANESFIELD DR. (UNIT 5 & 3) & RETENTION BASIN (UNIT 1) 9. LINCOLNSHIRE DR. (UNITS 4 & 7) 10. STILLBROOK DR. (UNIT 7) & OAKLEY ST. (UNIT 4) 11. BARROWBY ST. (UNITS 6 & 7) 12. BARROWBY ST. (UNIT 5) 13. JULESBURG ST. (UNIT 4) & MANDALAY PL. (UNIT 6 & 3) 14. MARSDEN ST. (UNIT 5 & 3) & MEDALLION DR. (UNIT 3) 15. OAKLEY ST. (UNITS 3 & 5) 16. ALLEY "I" (UNIT 4) & PARKERHILL', t.. , � 5' MIN. TO 7' MAX. i Fm IIZ 1 N,0m THRU 73 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CiTY CONSTRUCTION INSPECTION DEPARTMERf SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT 1MLL 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, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN D_ARDS`AND DESIG RITERIA SHALL,&E CORRECTED DURING CONSTRUCTION. IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EV. 12-31-05 ED BY: ASSISTANT PUBLIC WORKS D1 TOR, �_ _ DTE O7—IT•lG OP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12 30/26. I �I 1 J L PER TRACT 5883 .075 (U.S.G.S. OAt1UM) LEGEND: r P L 1 s ABBREVIATIONS CL CENTERUNE F� INV IN4ERT� SD STORM DRAIN :' w ,.. r .� _�,__ ._x.. ,.....,.. ._ _ • . , Kr.. MH MANHOLE N. S. a CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE_ SCO SEWER CLEANOUT°" SOMH STORM DRAIN MANHOLE a �( EXIST EXISTING ELEV ELEVATION �j R/W RIGHT OF WAY 0 �L �j T p 2 / TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION o C) CONSTRUCT SEWER PER CiTY STANDARDS =NG I AVENUE CONSTRUCT SEWER MANHOLE co TYPE "A* PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. Of CONSTRUCT STORM DRAIN PER CITY STANDARDS f CONSTRUCT STORM DRAIN i MANHOLE TYPE *A' PER C.O.B. STD. S-7. Qa'INN— CONSTRUCT CATCH BASIN we 00 00 TYPE PER C.O.B. STD. S-12. CONSTRUCT GRATED DRAIN INLET ® PER DETAIL ON THIS SHEET N. S. a STOCKDAL.E. HIGHWAY O M Q O 0404 4-- 0) CV z � w o o C) m =NG I AVENUE b co O o I j Of pLu f i Qa'INN— tr 00 00 w/ Q o m co moi? /yo �s AT z WHiTE SD. u ,� q LANEPRM Ij1 Sm � W ED Ne C3 O M 0404 4-- 0) CV z � w o o C) m * b co Q o I j pLu f i Qa'INN— V 00 00 w/ x m co 4 W Ij1 N � W Ne In C3 moW ui co ' T r. pLu f Qa'INN— w/ I.. co W Ij1 U (n N '1_ 0 c�w4z.. ai acil co0 U CJ d' a 4 Q O 00 a�a �o C3 ui co ' T r. pLu Qa'INN— w/ I.. co Ij1 Al 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 EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE 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. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-7, S-8, S-9, S-10, S-11, S-20, S-21, ST -6, ST -22. 3. VCP INSTALLATION 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 FITTINGS 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. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION MATERIALS : 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. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. TRENCH EXCAVATION 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. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 7. BRACING AND SHORING 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 REQUIRES 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 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 THEREOF, 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 WITH 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 BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. 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 BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL 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 AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE 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 BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 9. SEWER PIPE INSTALLAT10N SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. 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 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE 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 WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND 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, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON 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. 10. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', 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 THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. 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 FLOWUNE. 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 14. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. 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 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE 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 WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND 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, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 15. BOREDZJACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 16. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 17. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. 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 PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 0) O � Q � O z o0 C) fr d O z LL- Q J w U M w 00 J w c0 o chi) " N ()f w Y Q m N � 0 (AD tO 6 z W 0 0 a N m m o w 3 v o 6 8 -07 - /3' T m DNtl U Z z bIf- �Y �* = O a N fn V W ��m a > a�o �~ cl) 5 H Z 6 8 -07 - /3' T m DNtl U Z z a O_ �~ cl) •� H Z V Q L U G� D LL O a 0 3 ad Lu N 04 0 Q� m Z Z ~ 3 cli w a 0 S a' i - W �.. W W = UJ N co c m LL 0 r. a c�a2,3 q IINTERSECTION N38 56'10"E RAD. 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J a Z 0 M� Q M Z_Z__Z Q g Ujj Z C) Z -- Z Q Uj — Q Ujj Z V Q jj Z Q Nrn0>rn r- co Z NZZ �' d-� AMM �z Z Mcp z nto g ^Z Z n g �ZZ Z �ODd g _" Z Z 0 m + u')'n'6 OMMM Q W. O 00 ui (6 +$d- m co uid- p +d F-- �O � Qf 01406 Q � r r r g 0 N jjj Nr')tn NM N +� 0 +M Nj W m +<t� m +�� LdF- INVERT-/ m O jj � Q 0 Li NMM F- gLU f1f NMM ' (n (nW WW fn HJJ (n wW t -J rn tn,., J �f HJ � O -WW W O Q�� SECTION f A SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. LO Ly W ;�,5U 31 32 33 3 3 O n M UA.- � 1 � Z o �� d w rn w � v' J cn3w 3N ' z -i O ap z - - W U» Z j j Z U Z _i � = J 00 oD c0 O c0 c0 O (0 JO cZZ J ? J Z W UZ Q UZZZ Z V» 2 ANN O O� J c0- g t[j-__ W QZ O 00 0) z 0`rp Z O O'; m r'M O_ Qj re) Z J_ Q^ Z mNMM NM m tOr Irl g 00 PI) n + cliQ }L0 W ��}-� w j j w j w 04 04 N M N rrr) V M M � QWW W i¢ 3 QW ?i QW ?i QWWW W Mjj +�-� Mj W F -JJ W F' -J W F -J W F'-JJJ '3 QWW 5 QW (n (n ww INSTALL 280.44 LF OF 8" SEWER 0 0.35% U) N w " (n (n w " N (n w w w N N w w 1 w N w `" �"`' INSTALL 258.42 LF OF 8" SEWER 1� 0.35% INSTALL 162.86 LF OF 8 SEWER 0 0.35% INSTALL 166.40 LF OF 8 SEWER 0 0.35% INSTALL 300.00 If OF 6" SEWER 0 1.00% 358 S n 001 _ - co — 2 A ---- SD STORM DRAIN -- i y2' -- -- --- 352 Q Jr+r)jW00 SCO SEWER CLEANOUT 350 3y GRADE 4PPROXINATE ALONG FINISHIT CENTS LINE Q -- Q Q i — Vl —AT V) W W 3y3 -- 0 — -- -- 344 2 a — 356 °° + I-tQN tQ — + 3 a N o f J J N w w oM' 0 CONSTRUCT SEWER CLEANOUT Q Fa- WJ Y O --J- 354 ---- � o W rr -- -- — 3y2 6 -- -- 3y3 5 1 G-0 - 352 PER DETAIL ON SHEET 1. 0 W 350 348 r r r r . 346 LdF- INVERT-/ t 18" DR NIN 344 342 a E V. 341. 340 LL-_ o i J INVERT INVERT 0 DRAIN INVERT 30 DRA INVERT 30" DRAT - -- -- INVERT 30" DRAT _ __ __ i INVER 6" SEWER-/ INVERT "SEWS N - - t T7Y IIN VERT — 91 8 SEWER f) A n G INVERTi SEWER rn r• ztz r% _v INVERT 8" 4ER7 INVERT 8" S WERco - - SECTION f A SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. LO Ly W ;�,5U 31 32 33 3 3 O n M UA.- � 1 � Z o �� d w rn w � v' J cn3w 3N ' z -i O ap z - - W U» Z j j Z U Z _i � = J 00 oD c0 O c0 c0 O (0 JO cZZ J ? J Z W UZ Q UZZZ Z V» 2 ANN O O� J c0- g t[j-__ W QZ O 00 0) z 0`rp Z O O'; m r'M O_ Qj re) Z J_ Q^ Z mNMM NM m tOr Irl g 00 PI) n + cliQ }L0 W ��}-� w j j w j w 04 04 N M N rrr) V M M � QWW W i¢ 3 QW ?i QW ?i QWWW W Mjj +�-� Mj W F -JJ W F' -J W F -J W F'-JJJ '3 QWW 5 QW (n (n ww INSTALL 280.44 LF OF 8" SEWER 0 0.35% U) N w " (n (n w " N (n w w w N N w w 1 w N w `" �"`' INSTALL 258.42 LF OF 8" SEWER 1� 0.35% INSTALL 162.86 LF OF 8 SEWER 0 0.35% INSTALL 166.40 LF OF 8 SEWER 0 0.35% INSTALL 300.00 If OF 6" SEWER 0 1.00% 358 LEGEND: n ABBREVIATIONS 356 CL CENTERLINE co � Lb Q O X SD STORM DRAIN cqn i CB CATCH BASIN 0oM(n zW 352 SMH SEWER MANHOLE Jr+r)jW00 SCO SEWER CLEANOUT 350 SDMH STORM DRAIN MANHOLE U w W j Z U j j 358 Z J • z -z Z — K rZ (_ a, M z `r d S CONSTRUCT SEWER PER CITY STANDARDS 344 356 °° + I-tQN tQ — + 342 U rr uij ED Of 0 CONSTRUCT SEWER CLEANOUT Q Fa- WJ Y O --J- 354 " � o W rr V) w MANHOLE TYPE "A" PER C.O.B. STD. S-7. mr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. G-0 CONSTRUCT GRATED INLET FR 352 PER DETAIL ON SHEET 1. 0 W 350 348 r r r r . 346 LdF- INVERT-/ 18" DR NIN 344 342 a E V. 341. 340 SECTION f A SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. LO Ly W ;�,5U 31 32 33 3 3 O n M UA.- � 1 � Z o �� d w rn w � v' J cn3w 3N ' z -i O ap z - - W U» Z j j Z U Z _i � = J 00 oD c0 O c0 c0 O (0 JO cZZ J ? J Z W UZ Q UZZZ Z V» 2 ANN O O� J c0- g t[j-__ W QZ O 00 0) z 0`rp Z O O'; m r'M O_ Qj re) Z J_ Q^ Z mNMM NM m tOr Irl g 00 PI) n + cliQ }L0 W ��}-� w j j w j w 04 04 N M N rrr) V M M � QWW W i¢ 3 QW ?i QW ?i QWWW W Mjj +�-� Mj W F -JJ W F' -J W F -J W F'-JJJ '3 QWW 5 QW (n (n ww INSTALL 280.44 LF OF 8" SEWER 0 0.35% U) N w " (n (n w " N (n w w w N N w w 1 w N w `" �"`' INSTALL 258.42 LF OF 8" SEWER 1� 0.35% INSTALL 162.86 LF OF 8 SEWER 0 0.35% INSTALL 166.40 LF OF 8 SEWER 0 0.35% INSTALL 300.00 If OF 6" SEWER 0 1.00% 358 LEGEND: �0 ABBREVIATIONS 356 CL CENTERLINE LLJ g M INV INVERT Lb Q O X SD STORM DRAIN 354 MH MANHOLE CB CATCH BASIN JB JUNCTION BOX 352 SMH SEWER MANHOLE SCO SEWER CLEANOUT 350 SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION 348 R/W RIGHT OF WAY TOM. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 S CONSTRUCT SEWER PER CITY STANDARDS 344 ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. 342 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. 340 -- ---0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. mr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET FR PER DETAIL ON SHEET 1. SECTION DESIGNATION: SECTION LETIER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER G.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. INSTALL 100.00 LF OF 6" SEWER ® 1.007. 356 354 352 350 348 346 344 342 340 338 34 0 M M 0) O z 00 Z OL I Wc�W J r - W (D o c N Of W x Q m Lo N 00 f c0 ul Z w 0 In } m CID nW Of Y U D U O 7 -eq -•t& D` fTS s, � 7 duL7 r �0 C-4 LLJ g M > U Lb Q O X V m O 7 -eq -•t& D` fTS s, � 7 duL7 r m m - V) z 0 W LdF- a a S-0-7 ~i411� pp 5 OWL, � I ES pl, MCI r•=� � � I � ��ar k No. 333 l iY E 08 FL rno'" * E U#"k u" n" Ln/ D R A I °D 1 u 'n oco w� z� w v M (n " O 0 M O N - a U (A Z' --I 0 � Z J In O F' O O o 0i �' Low LINCOLNSHIRE J mI- - J z < J J J co 11 WHITE LANE 05 �4 z J Z Jw DRIVE U �� w Q ' `r U Q � _ � J o W SEE OFF-SITE oz cx) 00ci ui U V) SEE RIGHT o o Oo I o z ter" o+ z a" a cJi za z o of J STREET PLANS o a d z rn rn rn 3 z U o .n I (6 w 4 w ad CR z N of `o uof i 3w 3 3 w ; < 4 Q �� w N + z + " "� z + Q o � ` PARKERHILL DRIVE _ -'w (n o w 0) c" 3 o o co - ALLEY R (n cn M o+ z U (n J aoa au + ++ w rn cn 2-1 z o SEE SHEET 3 ¢ U �N x �rn �rnrn (n z¢ 36 a Q¢ 10'1 ' QQ 37 "'�� 26' ANN z rn d rnx 3 Z � a ao r- � H i- �-- D_ O O I 1 0¢ Q¢ aD U d r 26' j00� � �¢ �w LOT EE (� WF -F Z (n o(n oQf� C3 LO �� oDz w �ir I I N (n N (n(n 26' R W- N 8 8' F- �- (n cn I 17 0 ++ w coO zN zcn �o oa I ( 17' -- -- 1- x ap -- -- -- -- to N 3� ! + to W" �°D N S01I4'42Z"W 150.80' ' S0174'42"W 6.00' - 18" DRAIN ' ^o Nw z Q z F- s 8 SSEWER S S01'14'42"W 8" SEWER - ` 192.6 ' _ SS01'14'42"W 8" SEWER 1 7 59 a'00 V' I I S01 i 4'42"W 140 7' - - - -1 _ _ 133 S01'14'42"W 11+00 ^ a) 176.55' 12+00 " 3 30" DRAIN -- -D p S01'1 42 W 149.45' 1300 p 01'14'42" S23'54'11"W 22.10' O x z 3 z 30" DRAIN �, _ - �" - - 18" DRAIN N a _ 33.16 t (V W O ( ( I DOOM Ipc O 1 ~ ~ R/W !- N V H -- -- -- �' I �O MOf Z N I O ..J O GoZ O .M a0 ��-- of O J a l ' C.D J o oo 118 o WQ �o� 017 16 15 �� oto a U� `ri WHITE LANE a o i� "' o O I � t o z o- a co °° to °° Z o co 0 I ao I ao o j J ,� D_ �r co (n -1 N Cl M S I O M w N Z N ' M M W OO >� •- 14 w Q �, M �-d- > SEE OFF-SITE of x00 (y JLAJ Q ``' 00 � x 1 z r w wo o) a' � Q U STREET IMPROVEMENT z� v 000 z U i N i p HI N _ J± w cJi (n - PARKERHILL DRIVE o J M w 0 o M M Z z PLANS Woo ' + I °° Q jt`" -`r� x z `r ``� 04 z -' Q J � � °2 SEE SHEET 3 z W w C) (n li O 'd' oD N Q U Q ' O w 1- U PARCEL W C) co N N LAI Zw ^r- -I O O = O p+j m �l.�m p�M JO + O + z d' N Z �^ 00 ODO `- Z MW J W FQ-hQ- W m^ Q J Q m d' !J + Q U) cn Z Q m ++ M m 4 O _ N w Q PARCEL Q Q 111 M j � cn cn cn 3 _j a d 1 + » D ff cn v w � I- V)i f- o + � � o � o w = +V) ; Zo °° azo zoN ffBff N �� z�WW Q�W o6 cPER PARCEL MAP f7 ff o o N N N N o W U o w h N WAIVER NO. 04-1294 PARCEL C o o PER PARCEL MAP N N m^ . o � En z o WAIVER N0. 04-1294 PARCEL M - W PER PARCEL MAP 0 M Ja w N N WAIVER NO. 04-1294 N » » w A C4V)zo PER VALDENA STREET WAIVER NO. 4-1294 NOTE: WORK WITHIN PUBLIC RIGHT-OF-WAY REQUIRES OPEN STREET PERMIT PLUS INSPECTION FEES. 3 56 354 ___L119- 352- n SEE OFF-SITE PLANS N Z z w °2 Q cjjjjj QO coc°po °D 00 m ^MMM of jjj O dwww ~ __j _j (n (n W W W 3 3'S SII 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% _j JmI. O N VIII 350 111.411 Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m Q I Ujj z 348 Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m O 346 O QW W O QW W F- (n - - F- J J cn W W 344 jj 354 jjj ' - - F -J W N W INSTALL 187.59 LF OF 8" SEWER ®0.35% (n 342 354 352 350 I = 350 348 EXI TING "0 G S LINE 340 = 338 ' 336 Ujj 350 Q 334- 350 332_1 346 348 g 330 348 344 8 3 344 w ui w �0�� V)O N tiZWO_ a - 114-M '�Z WOZW 8- �OCN c 0;zW-,w <5 JWD:Z = U» = W M O UVJ) SQ:9 _== 25 i= W O- O co I -)j N wo Q ZV c< �MOMM Q +MM OZ= Q O En Z mw�Q� j j a 0 wui I- _j l=N cnww 00x1t0 z U J W M+ SEE Z Or FF SITE• PLANS 344 INSTALL 8.42 LF ----------------------- 18" RGJ-RCP M N M C5 V LLj Z W m cp M 3: = MOD O to Ld J • U m z Z Z W_ j Z Q O_' Q !00 m J Ih Ih l., W r NMM 00 M M M 340 H O+i Q W o[-L"w Q • U Q 0 354 N W Z o W 354 352 352 350 350 348 1348 'i 346 346 » dww h• J J � � o f- 344!344 T 6 342 0I� , 342 (--' (n 340 340 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 20.18 LF OF INSTALL 140.37 LF OF 30" RGJ-RCP ®0.08% 30" RGJ-RCP 0 0.10% N N O N O N Z 1 Z 1 ZW �3 w w J - O a D M = M N J Q J> Uj U j Q j B Z Z m Z Z Z_�) M ao � -00- d' ¢ � 00 n of O a0 � D p +� d M W) "I Qf INSTALL 22.42 LF OF SII 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N VIII I- N 111.411 Z _ m � cO o� M Z SCALE =50' HORI2 "=5' VERT. J--T---1---I-mm 'pill, - Efr uj VERT 346 W 1 DRAIN 344 344 0 342 z 342 c� 340 INV. ELEV. 338.340 8" SEWER SECTION SCALE 1"=50 ' "=50' HORIZ. 4 1"=5' FINISH •• GRADE ALONG NTERUN - INVERT INSTALL 33.16 LF OF INSTALL 22.10 LF OF INSTALL 149.45 LF OF 30" RGJ-RCP 0 0.09% 18" RGJ-RCP 0 0.18% 30" RGJ-RCP ®0.08% O O N N to z I z (i z �i o,n W Z3 W Z W (nZ M 'RMUI J x O O_pp O OO O Opp In = J M = J M `••• = J M __j •- Q CUjj Q Uj> Q Ujj Z UW Wj m Z Z Z J Z � O) - to - - Vw 00 af to )M W J - Z Z O O st Z O ON Q M N Q m .4- c, D +14-14- D + � � O + � r-, _ � W N �* M M � MMM �1`0 M M � M Q ro W M >: >: U ^��tj � tQ-JJ � FQ-JJ O QW W Q cn (nWW cn (nWW v~i c~nW W c�iZ�W 356 354 --- -- ---- -- - _ 352 I 350 1 348 t, tt t '- - -- I INVERT 346 18" RAIN 344 INVERT NVERT I 0" DRAT 30" DRAIN 342 I 340 • 338 INVERT _j " SEWE _ W j 1 336 o- a 1 c__v 40 9 0 11 12 13 � M 14 N1 O Z3 aD Z N3W W J ZDD 00 co J00 m (0 Z J = Uj Z >: >; J UZZ N--- � D_ "MMLO Z r Z t -:O O Loco � < 0000 of r 06 06 cj -� m '+" M INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m I Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m O O QW W O QW W F- (n F- J J I- cn W W to F- J J cn W W J--T---1---I-mm 'pill, - Efr uj VERT 346 W 1 DRAIN 344 344 0 342 z 342 c� 340 INV. ELEV. 338.340 8" SEWER SECTION SCALE 1"=50 ' "=50' HORIZ. 4 1"=5' FINISH •• GRADE ALONG NTERUN - INVERT INSTALL 33.16 LF OF INSTALL 22.10 LF OF INSTALL 149.45 LF OF 30" RGJ-RCP 0 0.09% 18" RGJ-RCP 0 0.18% 30" RGJ-RCP ®0.08% O O N N to z I z (i z �i o,n W Z3 W Z W (nZ M 'RMUI J x O O_pp O OO O Opp In = J M = J M `••• = J M __j •- Q CUjj Q Uj> Q Ujj Z UW Wj m Z Z Z J Z � O) - to - - Vw 00 af to )M W J - Z Z O O st Z O ON Q M N Q m .4- c, D +14-14- D + � � O + � r-, _ � W N �* M M � MMM �1`0 M M � M Q ro W M >: >: U ^��tj � tQ-JJ � FQ-JJ O QW W Q cn (nWW cn (nWW v~i c~nW W c�iZ�W 356 354 --- -- ---- -- - _ 352 I 350 1 348 t, tt t '- - -- I INVERT 346 18" RAIN 344 INVERT NVERT I 0" DRAT 30" DRAIN 342 I 340 • 338 INVERT _j " SEWE _ W j 1 336 o- a 1 c__v 40 9 0 11 12 13 � M 14 N1 O Z3 aD Z N3W W J ZDD 00 co J00 m (0 Z J = Uj Z >: >; J UZZ N--- � D_ "MMLO Z r Z t -:O O Loco � < 0000 of r 06 06 cj -� m '+" M INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m I Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m r-> Z + I+M') O MMM M M Q w M � o- FU- • Q O O QW W 1--w`) Q - jj 354 jjj W (n H�J W (nw w INSTALL 192.69 LF OF 8" SEWER ®0.35% � F -J W N W INSTALL 187.59 LF OF 8" SEWER ®0.35% (n 1-JJJ (nw w w 354 352 350 101,10- = 350 348 Milli 348 ", = 1 Q Ujj 350 Q 34611111111-10 350 SIRUP 346 348 g 350 348 344 21111101111111111111111111111 348 344 342 ZZ N -- 346 342 �; 350 g __ZZ 340 N - ZZ - 346 SECTION U�tn� 346 346 SCALE 1"=50' FiORIZ. 4 Z AMM 1"=5' 344■ . Z Mtn^ 344 344 ----------------------- U O d' � �E 'TON Q SCALE 1"=50' HORIZ. 4 Q 342 1"=5' VERT. NMM i 342 INV ELEV 339.53 NMM NMM 38.01 340 NMM CM, [-I ' 340 � � o j ¢ww VERT. � o aww SECTION ¢ww ;- rc-"\ � � o F- » dww h• J J � � o f- j j dww f'- J J T 6 I- N F- J J N W W (--' (n �- J J N W W N J J N W W V7 cn W W N N W W A ROXIMAlE FINISH • 01 4 0' GRAD ALONG ENTERLI E 61 01 U 2 IF -- -- ---- -- -- N 1 ao " t t 334 INSTALL 150.80 LF OF 8" SEWER ®0.55%00 INSTALL 39.50 LF OF 18" RGJ-RCP ®1.16% LO W N 1 N w z w Z - O ZM� 1 Q Gjj Q Uj j Z u:> C) Z c�00) sY Q n Q O N af . jI�1,� j j 0 tQ-J 0 �� 354 (nw (nW w 354 352 352 350 ' 350 348 11111i SCALE 1"=50' HORi -1-=5' INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m I Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m r-> Z + I+M') O MMM M M Q w M � o- FU- • Q O O QW W 1--w`) Q - jj 354 jjj W (n H�J W (nw w INSTALL 192.69 LF OF 8" SEWER ®0.35% � F -J W N W INSTALL 187.59 LF OF 8" SEWER ®0.35% (n 1-JJJ (nw w w INSTALL 150.80 LF OF 8" SEWER ®0.55%00 INSTALL 39.50 LF OF 18" RGJ-RCP ®1.16% LO W N 1 N w z w Z - O ZM� 1 Q Gjj Q Uj j Z u:> C) Z c�00) sY Q n Q O N af . jI�1,� j j 0 tQ-J 0 �� 354 (nw (nW w 354 352 352 350 ' 350 348 11111i SCALE 1"=50' HORi -1-=5' INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m I Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m r-> Z NQWM porn M M Q w M � o- FU- • Q O O QW W 1--w`) Q - 354 354 w W�t- n Z o W 1 354 352M {- J wQ (n w �-: o (n W_ -_ 354 352 350 101,10- = 350 348 Milli 348 ", = 1 Q Ujj 350 Q 34611111111-10 350 SIRUP 346 348 g 350 348 344 21111101111111111111111111111 348 344 342 ZZ N -- 346 342 �; 350 g __ZZ 340 N - ZZ - 346 SECTION U�tn� 346 346 SCALE 1"=50' FiORIZ. 4 Z AMM 1"=5' 344■ . Z Mtn^ 344 344 ----------------------- U O d' � �E 'TON Q SCALE 1"=50' HORIZ. 4 Q 342 1"=5' VERT. NMM i 342 INV ELEV 339.53 NMM NMM 38.01 340 NMM CM, [-I ' 340 � � o j ¢ww VERT. � o aww SECTION ¢ww ;- rc-"\ � � o F- VERT. Milli] INSTALL 176.55 LF OF 30" RGJ-RCP ®0.08% APPIROXIMATO INSTALL 8.42 LF OF INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m I Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m r-> Z NQWM VERT. Milli] INSTALL 176.55 LF OF 30" RGJ-RCP ®0.08% APPIROXIMATO INSTALL 8.42 LF OF INSTALL 22.42 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP @ 0.24% 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ O N r,.) I- N tf) Z _ m � cO o� M Z 5,0321 � i 1prMj3 r-� x N� O J M J� O xp m M (? 00 Ujj z Z� M - Q Uj j Z J J U(>W j (Ld n M N � �Z Z Z_ � W JZ N g NZZ o z_ m Z Z o Q N o 4: co m -J N -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m r-> Z NQWM porn M M Q w M � o- FU- • Q O O QW W 1--w`) Q - 354 354 w W�t- n Z o W 1 354 352M {- J wQ (n w �-: o (n W_ -_ 354 352 350 101,10- = 350 348 Milli 348 ", = 1 Q Ujj 350 Q 34611111111-10 350 SIRUP 346 348 g 350 348 344 21111101111111111111111111111 .cj:--- ZZ 344 342 ZZ N -- 346 342 �; 350 g __ZZ 340 N - ZZ - 340 SECTION U�tn� 346 Z SCALE 1"=50' FiORIZ. 4 Z AMM 1"=5' VERT. 34411111111111111 VERT. MARSALA STREET SEE SHEET 7 I � )F' mac' � v C) rn ww � w J N O U Z J C NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. INSTALL 22.42 LF OF INSTALL 6.00 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP ®0.22% 18" RGJ-RCP ■ N r,.) I- N tf) Z 3 I w N cO o� M Z 5,0321 � i VERT. MARSALA STREET SEE SHEET 7 I � )F' mac' � v C) rn ww � w J N O U Z J C NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. INSTALL 22.42 LF OF INSTALL 6.00 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP ®0.22% 18" RGJ-RCP ®1.67% N r,.) I- N tf) Z 3 I w N cO o� M Z 5,0321 � i uj O J r-� x N� O J M J� Z N 3 Ujj z cJ1?w j p (Ld n M N .Z Z Z_ � _W JZ N g NZZ o z_ m Z O M M m -Q O J M Uo. 100 Z I -.gym Q co C) 100 rN w a0m NMM Z NQWM 00 00 M J 0000 o � o- FU- • Q O +MM Z +M ,q -o0 354 (n (n J J W W C� I- O W J cn z o w 354 O_' H _-j F-- 0 (n w (n {- J wQ (n w �-: o (n W_ -_ 354 352 - 101,10- = J N 352 352 � ", = 350 Q Ujj 350 Q tt 350 SIRUP 348 g 350 348 348 21111101111111111111111111111 .cj:--- ZZ 348 ZZ N -- 346 ZZ ice -- �; 350 g __ZZ 346 N - ZZ - Z U�tn� 346 Z MOD co Z AMM Z 34411111111111111 Z Mtn^ Q 344 ----------------------- U O d' � �E 'TON Q SCALE 1"=50' HORIZ. 4 Q I- m .--co 1"=5' VERT. NMM INV ELEV 339.53 NMM NMM SEWER SECTION NMM CM, [-I � � o j ¢ww VERT. � o aww � Of o F- MARSALA STREET SEE SHEET 7 I � )F' mac' � v C) rn ww � w J N O U Z J C NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. 3� v 35 35 35 34 34 34 34 34 33 WAIVER N0. 04-1296 WAIVER N0. 04-1296 � • I - � -1- PARCEL � I "" PARCEL LINCOLNSHIRE DRIVE " PER PARCEL MAP (PRIVATE STREET) WAIVER N0. 04-1296 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 119.98' LF OF All AA 1 AA A 1\Il•TAl l ACA AGI I f Ar AIII AA 1 AAA A A ACOI00 WAIVER N0. 04-1296 NAKCEL ffE» PER PARCEL MAP WAIVER N0. 04--1296 @ ft- TAll -AA i t A!' AAII AA 1 AAA A A ACM III J N N1.0 w CD � Z Q VALDENA STREET N cv 26' SEE r6' FT 16 t . I '\ �_00 co w1703 co 17 m9'JWO)NN 110 LO - I � INTERSECTION S�+28.27, C.L. � Z � 18 N �p I VALDENA STREET SEE LEFT 0 M M INSTALL 97.11 LF OF ,)d" ar_.i_Rra Ga n ir% '06 Ili N INSTALL 6.00 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP ®1.67% 18" RGJ-RCP ®1.67% w �:: cn I- N tf) W 9= 11` ii 5,0321 � i (n 3 p Z M Z N 3 0 x x = JNOO 00O 00 00 p (Ld n (Uj Q Uj Uj W z g NZZ o z_ m Z z o z Z d' Z 1.11z 100 Z I -.gym Q co C) 100 rN w a0m Wcn Z J I- m Q: 00 00 M J 0000 o � ao Z1D +MM Z +M ,q -o0 0 Z ^j Q Q O Q W O <, W, o 354 O_' H _-j F-- 0 (n w (n {- J wQ (n w �-: o (n W_ -_ 354 S -1 N .- 101,10- = J N = 352 ", = 352 Q Ujj Q Ujj 350 SIRUP 1� i Ujj 350 348 21111101111111111111111111111 .cj:--- ZZ 348 ZZ N -- � ZZ ice -- �; 350 g __ZZ 346 N - ZZ - Z U�tn� 346 Z MOD co Z AMM Z 34411111111111111 Z Mtn^ Q 344 ----------------------- U O d' � �E 'TON Q SCALE 1"=50' HORIZ. 4 Q I- m .--co 1"=5' VERT. 3� v 35 35 35 34 34 34 34 34 33 WAIVER N0. 04-1296 WAIVER N0. 04-1296 � • I - � -1- PARCEL � I "" PARCEL LINCOLNSHIRE DRIVE " PER PARCEL MAP (PRIVATE STREET) WAIVER N0. 04-1296 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 119.98' LF OF All AA 1 AA A 1\Il•TAl l ACA AGI I f Ar AIII AA 1 AAA A A ACOI00 WAIVER N0. 04-1296 NAKCEL ffE» PER PARCEL MAP WAIVER N0. 04--1296 @ ft- TAll -AA i t A!' AAII AA 1 AAA A A ACM III J N N1.0 w CD � Z Q VALDENA STREET N cv 26' SEE r6' FT 16 t . I '\ �_00 co w1703 co 17 m9'JWO)NN 110 LO - I � INTERSECTION S�+28.27, C.L. � Z � 18 N �p I VALDENA STREET SEE LEFT 0 M M INSTALL 97.11 LF OF ,)d" ar_.i_Rra Ga n ir% '06 Ili N W ■IIIA O) In ®0.19% c0 N w �:: cn I- N 00 Q Op aD O J O J.- N N 9= 11` ii 5,0321 � 3 (n 3 p 3 p 3 0 x x = JNOO p 3 p (Ld n V Z W z g NZZ Z W z 3� v 35 35 35 34 34 34 34 34 33 WAIVER N0. 04-1296 WAIVER N0. 04-1296 � • I - � -1- PARCEL � I "" PARCEL LINCOLNSHIRE DRIVE " PER PARCEL MAP (PRIVATE STREET) WAIVER N0. 04-1296 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 119.98' LF OF All AA 1 AA A 1\Il•TAl l ACA AGI I f Ar AIII AA 1 AAA A A ACOI00 WAIVER N0. 04-1296 NAKCEL ffE» PER PARCEL MAP WAIVER N0. 04--1296 @ ft- TAll -AA i t A!' AAII AA 1 AAA A A ACM III J N N1.0 w CD � Z Q VALDENA STREET N cv 26' SEE r6' FT 16 t . I '\ �_00 co w1703 co 17 m9'JWO)NN 110 LO - I � INTERSECTION S�+28.27, C.L. � Z � 18 N �p I VALDENA STREET SEE LEFT 0 M M INSTALL 97.11 LF OF ,)d" ar_.i_Rra Ga n ir% '06 Ili N W ■IIIA O) In ®0.19% c0 N w �:: cn I- N 00 Q Op aD O J O J.- N N 9= 11` 3 5,0321 � 3 (n 3 p 3 p 3 0 x x = JNOO p 3 p (Ld n V Z W z g NZZ Z W z Z 1.11z Z Wcn Z Z?i o � ao 0 ,q -o0 0 o � ao 0 0 � • � D (n W W S -1 N .- 356 = J N = -i C-4 J N .- = J M N Q Ujj Q Ujj Q Ujj Q Ujj Q Ojj I g .cj:--- ZZ � ZZ N -- � ZZ ice -- �; 350 g __ZZ M N - ZZ - Z U�tn� Z MOD co Z AMM Z NNM Z Mtn^ Q I- O N Q U O d' Q t1) t0 sF Q O M M Q I- m .--co -344 NMM INV ELEV 339.53 NMM NMM SEWER SECTION NMM CM, [-I � � o j ¢ww VERT. � o aww � Of o F- ¢ww ;- � � o F- » dww h• J J � � o f- j j dww f'- J J T 6 I- N F- J J N W W (--' (n �- J J N W W N J J N W W V7 cn W W N N W W A ROXIMAlE FINISH • 01 4 0' GRAD ALONG ENTERLI E 61 01 U 2 IF -- -- ---- -- -- N 1 ao " t t 0 tt N 8 �� tt tt INVERT INVERT INVERT 2 ( 4" DRAT 4" DRAT 4" DRAT 0 N iZ INVERT -7 g SEWER • 23 24 25 26 INVERT 8" SEWER INVERT N " SEWER z 3 z 3:: 27 3 28 29 i' W 1.1z W w z �2 w rn z 3 _ i 00 co = _jOO co O J OO O z J co m Z Ujj Z Ujj z U j O OZZ O O NZZ _1 o_�rn� � �ofci �Noton � a; t< =rte a tO � z�M Q a N^ r 0 MMM N O c0 Iv) N n O N W Q a:: � Q ��iiJJ N s Q W W w W W F - JJ W W W4 F -JJ S J W F -JJ (n (n W W INSTALL 267.27 LF OF 8" SEWER cn (n W W N n W I'L' to (n W W LOLo INSTALL 22.21 LF OF W ■IIIA 18" RGJ-RCP ®0.19% cn U W � M� w �:: cn O 00 Q Op aD O J O J.- � AQ' 9= 11` 3 5,0321 � (n 3 W w z Q 0000 O J - - 0 x x = JNOO W N U» Q U» V ZNZZ g NZZ Z BOO Z OaOo F•- r-* o In U-1 co a r- ao -4- D cn } dam Z +�� "d- 04 NMM z Q Q O Q W W % 0::1.- J J W W H F- J J _o • � D (n W W (n (n W W 356 356 354 ' 354 w 352 352 I 350 M. M11 �; 350 348. 348 all i 346' ; 346 0 3440 -344 INV ELEV 339.53 8" SEWER SECTION � SCALE 1"=50' HORIZ. 4 1"=5' VERT. LOLo INSTALL 12.01 LF OF W ■IIIA 18" RGJ-RCP ®0.83% cn U W � M� w �:: cn 00 Q Op aD O J O J.- � AQ' 9= 11` 5,0321 � d 0 lul W „g ct V Z N Uj N Ujj Z NZ Z NZZ F- I'M N �•'- � O M J -06 J O W i� 356 Z N j Z N> j 356 354 354 352 352 350 350 348 348 346 346 i 344 344 SCC 1"=50' HORIZ. 4• 1 INSTALL 12.01 LF OF W 18" RGJ-RCP ®0.83% cn U W � M� w �:: cn 00 Q Op aD O J O J.- � AQ' 9= 11` 5,0321 � d 0 lul W „g ct V Z _o w Q 0 1"=5' VERT. 356 354 352 350 348 346 344 342 340 338 336 W cn U W � M� _> U ��o Z W cy � AQ' 9= 11` 5,0321 � d 0 lul W „g ct V Z 1"=5' VERT. 356 354 352 350 348 346 344 342 340 338 336 � N C 3332 I r_ NO. . 2 ='I Exp -16 t� LEGEND: 07- IA( - t& ABBREVIATIONS CL CENTERLINE INV INVERT d O1>JL SD STORM DRAIN mr I MH MANHOLE CB CATCH BASIN SECTION DESIGNATION: JB JUNCTION BOX SMH SEWER MANHOLE SECTION LETTER SCO SEWER CLEANOUT A SDMH STORM DRAIN MANHOLE - EXIST EXISTING I 2 ELEV ELEVATION SHEET WHERE SECTION IS SHOWN R/W RIGHT OF WAY T �•�,(• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SID. S-7. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" © CONSTRUCT SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. S-12. PER C.O.B. STD. 5-20. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ____D -CONSTRUCT STORM DRAW PER CITY STANDARDS ® CONSTRUCT STORM DRAIN ;� • �. E �' MANHOLE TYPE "A" PER C.O.B. STD. 7 CONSTRUCT CATCH BASIN r% yak N, TYPE "A" PER C.O.B. STD. S- 2.� � -'do. �rr]] 3Je:r GRATE INLETCONSTRUCT PER DETAIL ON SHEET 1. UORU ;��" ' � r } W cn U W � M� _> U ��o Z W cy � AQ' 9= 11` 5,0321 � � N C 3332 I r_ NO. . 2 ='I Exp -16 t� LEGEND: 07- IA( - t& ABBREVIATIONS CL CENTERLINE INV INVERT d O1>JL SD STORM DRAIN mr I MH MANHOLE CB CATCH BASIN SECTION DESIGNATION: JB JUNCTION BOX SMH SEWER MANHOLE SECTION LETTER SCO SEWER CLEANOUT A SDMH STORM DRAIN MANHOLE - EXIST EXISTING I 2 ELEV ELEVATION SHEET WHERE SECTION IS SHOWN R/W RIGHT OF WAY T �•�,(• 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. SID. S-7. NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" © CONSTRUCT SEWER CLEANOUT WITH 3.5' OPENINGS PER C.O.B. STD. S-12. PER C.O.B. STD. 5-20. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ____D -CONSTRUCT STORM DRAW PER CITY STANDARDS ® CONSTRUCT STORM DRAIN ;� • �. E �' MANHOLE TYPE "A" PER C.O.B. STD. 7 CONSTRUCT CATCH BASIN r% yak N, TYPE "A" PER C.O.B. STD. S- 2.� � -'do. �rr]] 3Je:r GRATE INLETCONSTRUCT PER DETAIL ON SHEET 1. UORU ;��" ' � r } W m < 9= 11` d 0 W „g ct V Z _o w Q 0 c0L co 73 153 UJ Lu co 04 CID O � J CoQ N � F Lu g 3 � F J Q ` J 0 a U 0 a W U < 9= 11` d 0 W „g ct V 35 3 ALLE "F" Z U J W OAKLEY STREET a 00 z J co � oo N SFFF�9 } U ckf 0 rn W NI SEE SHEET 6 0+ a v pp pp� p J = J o c�'�$' o¢ .Q/y Q M `� U [l �J ff 1 �y orns o 8' g' 00rn�W oiz z� LN a ��ri z� Q� zUcwn NN J 9 z co = w =+ J N w Q �' N ¢ Of o0 ►Q Z 0'• O c M o - / F SEWER MANHOLE N0. 3 o U to N o Q o Cop O oo STA. 21+08.59, C.L. 20.87LT.= 320 + Q N¢ N N n F Z toxo r� O .� } + N Q �+-� N p _ _ U cV c�i = m J 2 2 Q �'z O � LOT A A N o z / ti� STA. 21 +11.38, SEWER ►- f- O w r I ao Iz m oc rn o o+ M++ A� Q Q I- E; C�NZD 0= O N Op / ' 04 CIJ� O� irk / V w ON N z z 8' v0~ivQ~i zQ oQ uj ci row //4 �^� S88'4518 E 18 RAIN _ N01'1 4'42"E 17.42' - - - - - - - - - 30" DRAIN S88'4518 E 8.90 S88'45'18"E 91.10' 1 _ S88'45'18"E 82.95' 18" DRAIN - I w 1 0 " $ - --18-" " ao09 I -0,610 i _ _ _ 18 DRAIN 1 00 _ i 8 DRAIN 17 0 IN p S88'45_'1_8 E p 30" DRAIN - N ^ 231.05' _ - 2 4.8 SSBY . N S88'4518 E F S88•4 $ E - 8 - - i 8 00 19 00 p 0 0 N��? 47 E SE S 60By U w 8" N SEWS -176 00 _ �- - _ N 00 I N 0 � m s z C5 I 3 O o z W Z W Q W N z O co -jx m: _ s F W -t b _ W Z W _ O Q j -ja00 � z oZ g Q z_ Z Z v Q N rn rn Of 00 ca J n X31 z Q I z MMO aQ of OOO o O J, \ cO Q s Co O) ,4 1'� cd c6 o: cV 00 to Q o ui cd rC cd ca to d- rn tri tri cd 356 o w 01 354MIT, 0o Wo_ o21J00 v W Lo O N w v 8 8' . J 0o W 4 O O O 348 ALLEY "I" 348 z W Q Z J w - J 352 N I I Q j� �o WtiN U W O Z_ O O 0 0 O 350 z Co Lf) Z O 348 .00 Z Ell 1- Awl - Q N will 348 w C .- d 0 346 344 O± N ± ++ -J i0., Z - W W 342 344 z °.°� Of cr Z� Q ion 342 V) N N W I p � F- N N V)N N � N Z 356 354 352 350 348 346 344 342 340 338 INSTALL 88.90 LF OF it" RGJ-RCP @ 0.21% S88 4518 E 8" SEWE z �ps��p, 2' ' - - - 8" SEWER N N o, � 0 9. 1 - 9� ' vN i R/W f ^� ''- vWi 1 o n o I o_C3 PI) 19 Ica o o I ' I I N _ �� ("� I z o co z M a' M j( ro `� r%� 18 1 7 z I `- ' INTERSECTION J cv� 20 0 o I z -'� o I I STA. 20+82.44, C.L. O ' OAKLEY STREET ,�� z ci w w `� ,,� c5 N ,n to to I I Q Q d U) SEE SHEET 6 N uj Z rn w + N N CC) I I Q LOT FF op OO h m O O �^ Q �� O+i ' a cd co =+ ui m++ 10't m + + ¢ m w N ao ao I 17' 17' A - - - NOTE: U-1 �^ 3 Qa N c� N z o N �� N ' 26' 26' , ALL UNITS TO BE BUILT N N(n- I I 16 15 SIMULTANEOUSLY. JULESBURG STREET cq SEE SHEET 7 04 N + O N N PARKERHILL DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 91.10 LF OF INSTALL 82.95 LF OF 18" RGJ-RCP @ 0.207. 30" RGJ-RCP @ 0.14% INSTALL 231.05 LF OF 30" RGJ-RCP @ 0.15% INSTALL 96.10 LF OF 30" RGJ-RCP @ 0.15% 3 00 I N 0 � m s z C5 I 3 O o z W Z W z Z W 3: W N z O co -jx m: _ s F W -t b _ W Z W _ O Q j -ja00 � z oZ g Q z_ Z Z v Q N rn rn Of 00 m n . d- S88 4518 E 8" SEWE z �ps��p, 2' ' - - - 8" SEWER N N o, � 0 9. 1 - 9� ' vN i R/W f ^� ''- vWi 1 o n o I o_C3 PI) 19 Ica o o I ' I I N _ �� ("� I z o co z M a' M j( ro `� r%� 18 1 7 z I `- ' INTERSECTION J cv� 20 0 o I z -'� o I I STA. 20+82.44, C.L. O ' OAKLEY STREET ,�� z ci w w `� ,,� c5 N ,n to to I I Q Q d U) SEE SHEET 6 N uj Z rn w + N N CC) I I Q LOT FF op OO h m O O �^ Q �� O+i ' a cd co =+ ui m++ 10't m + + ¢ m w N ao ao I 17' 17' A - - - NOTE: U-1 �^ 3 Qa N c� N z o N �� N ' 26' 26' , ALL UNITS TO BE BUILT N N(n- I I 16 15 SIMULTANEOUSLY. JULESBURG STREET cq SEE SHEET 7 04 N + O N N PARKERHILL DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 91.10 LF OF INSTALL 82.95 LF OF 18" RGJ-RCP @ 0.207. 30" RGJ-RCP @ 0.14% INSTALL 231.05 LF OF 30" RGJ-RCP @ 0.15% INSTALL 96.10 LF OF 30" RGJ-RCP @ 0.15% 3 0 J 00 Z M N Z p ca W O = J M N U J J JO Q t') U p O L„0 J o pj Z Z m co O o Q U Z Z II j F o g 00 O -� ~ Q co W cs O U O w Z 00 I m 0 � � W z o z 0 3 O o W V) W Z W z Z W 3: W N z W N z Z N -jx m: J OJNM s F W -t b _ W Z W _ O _j cU Uj> -ja00 J M00 -j PMNGo oZ g Q z_ Z Z >: >: ¢ U jj Q zz Ujjj rn rn a'•o 000,- m Oo �zzz z Q z OO Q z MMO �z? 0000 Z MM Z OOO o O J, \ cO Q s Co O) ,4 1'� cd c6 o: cV 00 to Q o ui cd rC cd ca to d- rn tri tri cd 0 J 00 Z M N Z p ca W O = J M N U J J JO Q t') U p O L„0 J o pj Z Z m co O o Q U Z Z II j F o g 00 O -� ~ Q co W cs O U O w Z rn 18" RGJ-RCP @ 3.18% M2 to ca N W 0 3 J 00 ca t0 Z Z I I z Lu Z v O 00 00 i N 0_ O Q U> Uj i �oZ Z&Z M j p0 O Z Or Op O Z Q 00 N W 00o Op O Q WWW F- U) tow N m cr j z j c j oZ 8/ N c% W 0 NW Q toWJZ p tip 354 rn rn O n m co --I Q too AA : _ U +WNL Lo WM +� Po �M �,,,� C4NZo I - �� O �- O OU QS0 Qj j Q�aw Lu 356 _j ZOW356 w 352 354MIT, 356 354 v W 350 O� I356 i 354 f 1354 III INVERT 111 348 18" DR kIN 352Ell 348 11,101352 N m is 352 � C5 -t•-% 350 W 350M 350 346 350 cj P 1"=5' 348 CL J Ell 348 Awl - 346 will 348 346 �f 0 346 344 346 344 342 344 342 344 _ SECTION 342 E SCALE 1"=50' HORIZ. cJ 11 RIO 1"=5' Or SECTION � EM .0 oil I Elm I m mums OAF ml INEEN IN 0 1 -0 MI 1 ME IIN- ME I 1mmm1mmm1 1.� W O X00 Z ti w z p o- = oto z o0 LnM W 3 QW N NW INSTALL 176.00 LF OF 8" SEWER @ 0.35% INSTALL 41.50 LF OF rn 18" RGJ-RCP @ 3.18% M2 to ca N W 0 3 J 00 ca t0 Z Z I I z Lu Z v O 00 00 c; JO N 0_ O Q U> Uj i �oZ Z&Z M j p0 O Z Or Op O Z Q 00 N W 00o Op O m +d -� Z u M Q WWW F- U) tow N m cr j z j c j oZ 8/ N c% W 0 NW Q toWJZ p tip 354 8" SEWER-/ 1"=50' HORI2 1"=5' VERT. 352 350 348 346 344 rn 1 19 M2 to co W Z N W O J 00 ca t0 Z joo z I W v Z c; JO to z / N 0_ O OM N N = a^oet.-� Q i SEWER CLEANOUT M j p0 O 00 O Z caM M M of O W Q WWW F- U) N N _I .J J N W W W c j oZ 8/ INSTALL 169.25 LF OF 8" SEWER @ 0.35% Q toWJZ p tip z rn rn O n m co --I Q too AA : _ U +WNL Lo WM +� Po �M �,,,� C4NZo I - �� O �- O OU QS0 Qj j Q�aw Lu 356 _j ZOW356 w 8" SEWER-/ 1"=50' HORI2 1"=5' VERT. 352 350 348 346 344 INSTALL 9.42 LF OF 18" RGJ-RCP @ 0.21% rn 1 19 M2 to co W Z N W O J 00 ca t0 Z joo z I W v Z c; JO to z / N 0_ O OM N N = a^oet.-� Q �N � N SEWER CLEANOUT M j p0 O 00 O Z caM M M of O W Q WWW F- U) N N _I .J J N W W W c j oZ INSTALL 169.25 LF OF 8" SEWER @ 0.35% INSTALL 169.25 LF OF 8" SEWER @ 0.35% INSTALL 9.42 LF OF 18" RGJ-RCP @ 0.21% SCALE 1"=50' HORIZ.� 1"=5' VERT. INSTALL 17.42 LF OF 18" RGJ-RCP @ 0.17% rn OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS Z r J z M � Lo z I W Ujj Z O N M N w Z o N M M Z CV od coN rn SEWER CLEANOUT M j p0 O 00 O Z J n Wm _ O W> U> LdzZ Z Z N Q U J O W JZ � oZ Z Q OOO W O� (CIO) Q toWJZ p tip z rn rn O n m co --I Q too AA : _ U +WNL Lo WM +� Po �M �,,,� C4NZo I - �� O �- O OU QS0 Qj j Q�aw Lu 356 _j ZOW356 w 352 354MIT, 356 354 v W 350 O� I356 i 354 f 1354 III INVERT 111 348 18" DR kIN 352Ell 348 11,101352 N m is 352 � C5 -t•-% 350 W 350M 350 346 350 cj P 1"=5' 348 CL J Ell 348 348 346 will 348 346 �f 0 346 344 346 344 342 344 342 344 _ SECTION 342 SCALE 1"=50' HORIZ. cJ 1"=5' VERT. SECTION � SCALE 1"=50' HORIZ.� 1"=5' VERT. INSTALL 17.42 LF OF 18" RGJ-RCP @ 0.17% rn OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS Z r J z J 00 00 M_ Ujj Z ii .1j. o N M M Z CV od coN rn SEWER CLEANOUT O _ O 00 -j M '- U>> O Z J n Wm _ Q V) Q LdzZ Z U W taJ j W N cQ SEWER PER CITY STANDARDS Z Q SCALE 1"=50' HORIZ.� 1"=5' VERT. INSTALL 17.42 LF OF 18" RGJ-RCP @ 0.17% 20 rn OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS Z r J z J 00 00 M_ Ujj Z Z W .1j. o N M M Z CV od coN rn SEWER CLEANOUT O _ O 00 -j M '- U>> O Z J n Wm _ Q V) Q LdzZ Z U W taJ j W N cQ SEWER PER CITY STANDARDS Z Q OOO W O� (CIO) Q toWJZ p tip Qaw Q¢w O n m O -1 0 O w N AA : n'AM = H +W - Q W M �,,,� C4NZo I - �� O �- aww �JJ U j Q�aw Lu 356 N N w w 352 F.-OwJ N z o w 356 354 v W 350 O� 1 0 f 1354 III INVERT 111 348 18" DR kIN 352 348 11,101352 N m is � C5 -t•-% 350 W 346 350 346 SECTIONI SCALE 1"=50' HORIZ. rJ cj P 1"=5' 348 CL J Ell d 348 346 will 1 346 �f 0 344 344 342 342 _ SECTION SCALE 1"=50' HORIZ. cJ 1"=5' VERT. 20 3 21 OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS Z r J z J 00 00 W oo- C3 >: W o�zz Ujj Z Lo L0 ib _j - cd z od coN rn SEWER CLEANOUT I (If 3 QW i Q V) N W INSTALL 94.88 LF OF vwi W W v w w 4000 w 8" SEWER @ 0.35% W N cQ SEWER PER CITY STANDARDS 20 3 21 OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS Z r J z J 00 00 W oo- C3 >: W o�zz Ujj Z Lo L0 ib _j - cd z od coN rn SEWER CLEANOUT 3N N (If 3 QW i Q V) N W INSTALL 94.88 LF OF vwi W W v w w 4000 w 8" SEWER @ 0.35% W N cQ 356 354 352 350 348 346 344 342 340 338 INSTALL 12.00 LF OF OFF- SITE V- M2 to 18" RGJ-RCP @ 2.00% PLANS INVERT O J Otos O 3 MH �- Mtn Z N M Z w Z Lo O= W 2b 24- cw2w ib _j - 00 N _I• - U SEWER CLEANOUT d>: U j Z W -� m N 4- O o- Z zzo- O Z O 00 I- to co� O OtT M 0 ivj ONi 4000 w F- pop'W) W o oi W N cQ SEWER PER CITY STANDARDS Z� M Z to n `�� '- LOT Qaw Q¢w Fi1 ZQ PER C.O.B. STD. S-20. f- i 0-- F- J N AA O N W o N w N 354 �,,,� C4NZo I - �� 354 CONSTRUCT GRATED INLET 1 i PER DETAIL ON SHEET 1. Lu 352 h "'� 352 `r,P v W 350 O� 1 0 350 III INVERT 111 348 18" DR kIN r 348 N m is � C5 -t•-% Z W 346 a 346 SECTIONI SCALE 1"=50' HORIZ. rJ cj P 1"=5' VERT. CL 356 354 352 350 348 346 344 342 340 338 P S INTERSECTION 24" pRA1NW p142.01' STA. 10+00.00, C.L. 531'0828 11+00 0 N38'56'10"E- +- CATCH BASIN N0. 8 r1'�522tiP o STA. 9+79.72, Cl 18.02RT. NORMAL F.L. ELEV. 352.34CR DEPRESSED F.L ELEV. 352.17 \ S51 *03'50"E 52.43' 0 1 m o _ (E) 18" DRAIN M Os LOT FF N 00 Lo 11 1 O� o ,o F p� n�� to MFr=w PARKERHILL DRIVE UI'J�\SIJ' 0 Lo "' w z Mj SEE SHEET 3 z -1 L �' GULu m 00 W --j Q = 00 it Q co c.- w U +JN p w it En C4NZO J INSTALL 52.22 LF OF 18" RGJ-RCP @ 1.00% 356 354 352 350 348 346 344 342 340 S6 '52'47"W i 9.64' ;E) 8" DRAIN 1+00 ^ rn v o� O Z to J Z cj O' 0 J + zo O U) w °0 a N w N z =o 0 d CHAMBER BOULEVARD SEE OFF-SITE STREET IMPROVEMENT PLANS (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 142.01 LF OF 24" RGJ-RCP @ 0.15% OFF- SITE V- M2 to n PLANS INVERT O J Otos O O cli MH �- Mtn Z N M Z Z O00 M Z Lo O= W 2b 24- cw2w No Z N O M M j W Q U U SEWER CLEANOUT g J C) Ckf Z -. -J Lc) c>; z c�jjj z cij Z W -� m N 4- U U Z O 00 I- to co� O OtT M 0 ivj ONi Q Z w Oo00�0• W J_ m 0_' N W N cQ SEWER PER CITY STANDARDS O Q m W Ni-. J N �+ `�� '- LOT M�m�� U ± J N CONSTRUCT SEWER CLEANOUT Fi1 ZQ PER C.O.B. STD. S-20. O N Q NN N AA a"Q�° F- F- O W \N N CONSTRUCT CATCH BASIN �,,,� C4NZo I - �� r CONSTRUCT GRATED INLET 1 i P S INTERSECTION 24" pRA1NW p142.01' STA. 10+00.00, C.L. 531'0828 11+00 0 N38'56'10"E- +- CATCH BASIN N0. 8 r1'�522tiP o STA. 9+79.72, Cl 18.02RT. NORMAL F.L. ELEV. 352.34CR DEPRESSED F.L ELEV. 352.17 \ S51 *03'50"E 52.43' 0 1 m o _ (E) 18" DRAIN M Os LOT FF N 00 Lo 11 1 O� o ,o F p� n�� to MFr=w PARKERHILL DRIVE UI'J�\SIJ' 0 Lo "' w z Mj SEE SHEET 3 z -1 L �' GULu m 00 W --j Q = 00 it Q co c.- w U +JN p w it En C4NZO J INSTALL 52.22 LF OF 18" RGJ-RCP @ 1.00% 356 354 352 350 348 346 344 342 340 S6 '52'47"W i 9.64' ;E) 8" DRAIN 1+00 ^ rn v o� O Z to J Z cj O' 0 J + zo O U) w °0 a N w N z =o 0 d CHAMBER BOULEVARD SEE OFF-SITE STREET IMPROVEMENT PLANS (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 142.01 LF OF 24" RGJ-RCP @ 0.15% LEGEND. OFF- SITE V- CL CENTERLINE PLANS INVERT SD STORM DRAIN MH �- Mtn Z N M Z w N O O N 3 Z N Z NOD Zw Z CATCH BASIN Lo O= W 2b 24- cw2w Z J>W'- za JMN� Jcq-- J� SEWER CLEANOUT ciW j Z c>; z c�jjj z cij Q W -� m N 4- Z Z Z Q ZZz Q Z - 00 - - - 00 - '- - Nx m Oi p O Q 00 I- to co� O OtT M 0 ivj ONi _ U - +Jc�LM D N tri tri tr; tri �, tri 356 +��d D .t LEGEND. ABBREVIATIONS 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 MIMMi'lm R/W RIGHT OF WAY T 0•M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --s-CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE o TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT Z 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. N CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. r CONSTRUCT GRATED INLET Q PER DETAIL ON SHEET 1. Lu m o 3 v W N U I III 111 w J N m � C5 -t•-% Z W . a cj P NEIINEWFAIINE CL J d u - will 1 M �f 0 WIN EM LEGEND. ABBREVIATIONS 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 T 0•M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --s-CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE o TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT Z 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. N CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. r CONSTRUCT GRATED INLET Q PER DETAIL ON SHEET 1. l)U 11 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SEC110N IS SHOWN 12 til 354 I 352 350 348 346 344 342 340 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. rn 0 M H � Q 00 O Of z O Q J Lu v 00 w co co o ccn N tY W Y Q m O 7 -1 q-16 rS ,L,71 O�c. i 3 0 fJ Lj rM i z,e{ aJ.y RECORD DRAINNG r x --1 U Lo d m � � I N � z ^o � 00 \ 'ct' � m o z Z w -- g o y--+ Z 0 in N o r Lo mm ~ Lu m o 3 v W � U I O 7 -1 q-16 rS ,L,71 O�c. i 3 0 fJ Lj rM i z,e{ aJ.y RECORD DRAINNG r uj U Z d m z ^o � 'ct' m z J z C7 v y--+ Z 0 in o od Lo W ~ Lu ui �.� Lu 0 w J N m � C5 -t•-% Z W . a cj P CL J d u - O U s 0 uj U Z d J z ^o � 'ct' m z J C7 v y--+ Z in in o od l W ~ Lu ui �.� Lu 0 J N m � C5 -t•-% Z W . a cj P CL J u - O U s < o "-iof o Cl o N� PARKERHILL DRIVE UN ° 1 v � _ -i SEE SHEET 5 LANESFIELD DRIVE PZ 11 O Q CU (n d� (� 1� I a (6 (6 ` 1 rn n_ I ao o o SEE RIGHT J c" (7) N O N N , I O ( O I N -� I J F' O i- O 2 I U�� + 1 21 + m I O I O C5_j O O I Cl NNS I O O NNS I w m 0_ co Lo 1 r7 ' n I Z G3 cwn r7 I r%� I Z --i W O O I o coo W I 22 IW M ��I Z I W I- F-- M M I� n J 1 H U N M M I I �� N N o 23 = �� 24 25 ' 26 r o 27 ' 28 M = JW `� 29 LOT AA D O M Z co c0 00 11) CO o Lo Lo t0 O 0000 r-: I -- W Z + �Qoo 00 Z0:00 �x - - - W3 ao ++ + I Q aoao 06 ¢coo N S8INTE SE RAD. I � 1 a + ao I I + g ++ + I + J M CL INTERSECTION/B.C. N82°23'11"E RAD. cw„ �� m a I 1 �� I °' °' I cosi , o v ± I ± N I STA. 22+02.20, C.L. UNIT BOUNDARY LOT CC a SOD x FQ-- W �H tQ- I Q I Q QQ ( N NN 1 N t C Iw w - _ _ _ 0O I� 0O N R�W I N N v~i �- w i 1 d QQ I Q �n Wz STA. 22+69.76, C.L. _ _ N cn cn cn cn E- uj I-- F- �- z cCD o 0° F -I - " I - - (n (n N N - to M p I :41 W co i a � p � Q p F- C. MZ MMM ONQ JJ - Co JOrnMC3 z iO N d ALLEY Z o Z o �(� fl� PARKERHIU_ DR. Z "IC ^ W 0 V� SEE SHEET 5 �N� + J = o w� '8 I �� z� 2' (8. Z 1 zco ocn 010 v~iN <� 25' O , ui N 17 26 a6' PRIVATE Z -V __ __ PARK NO. 1 z Z I� of NM N19'40'48"E 6.32' - 18" DRAIN in �F- N M 1 � INTERSECTION m N 11+0 N ui N10*40'2 8"E _ 15+00 _ �� _ a, 16+00 I z' STA. 16+27.03, C.L. 00 N 1 DR IN 't --�- w J-NOi*14'42"E 18" DRAIN 164. 0' N --D-=- - S STORM DRAIN M.H. N0. 10 STA. 16+35.03, C.L.-10.00RT. o cc w O -- o C3 v of 0 .18 CoS I Z Y� 16 1 mM }+ SLOT GG to J 1 N p O Z IQ- O Q Q I Y O O CTI I + C� V ALLEY "N" Q UNC PARKEHIEl DR. ITVSEE N JULESBURG STREET (PRIVATE STREET) (STA. 14+50.00 TO STA. 16+27.03) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 8" RGJ-RCP o , rn w z 00 O � � M �= 0 g _z 2358 Q � Q 00 UNE • S N Z_ M O d 1 Z N D STORM DRAIN O a0 Q rM co co 1 g M = J JUNCTION BOX Z M- g in c+0n O I, CO SEWER CLEANOU A PPROXI ATE FINI HED NHOLE EXIST EXISTING j w -M, LEV ELEVATION Q� j j UD QW QW mLOW /W RIGHT OF WAY tC>NO T 0•M v~i c~i> - - - - 354 - - - I CONSTRUCT SE R MANHOLE g TYPE "A" PER C.O.B. o , rn w z 00 O � � M �= 0 g _z 2358 Q � Q 00 UNE ABBREVIATIO S N Z_ M O d 1 Z N D STORM DRAIN O a0 Q rM co co 1 g M = J JUNCTION BOX Z M- g in c+0n O I, CO SEWER CLEANOU A PPROXI ATE FINI HED NHOLE EXIST EXISTING j w -M, LEV ELEVATION Q� j j UD QW QW mLOW /W RIGHT OF WAY tC>NO T 0•M v~i c~i> - - - - 354 - - - I CONSTRUCT SE R MANHOLE g TYPE "A" PER C.O.B. STD. S-7. En TIF CONSTRUCT SE R CLEANOUT JOW CTIz0w PER C.O.B. STD. -20. -- CONSTRUCT STO M DRAIN PER CITY STANDARDS 350 CONSTRUCT STO M DRAIN 350 MANHOLE TYPE " PER C.O.B. STD. S-7. 356 CONSTRUCT CATH BASIN INSTALL 158.41 LF OF 18" RGJ-RCP 0 0.73% TYPE "A" PER C.D.B. STD. S-12. 354 CONSTRUCT GRAIED INLET LZ INVERT J 0 348 352 , OLWI 18" D RAIN 352 352 350 I III 3461 350 350 0 a U 2 J I I F 348 350 346 ILAINVERT INV. 8 SEWER 348 344 350 346 344 346 SECTION DESIGNATION: SECnON LETTER L ET WHERE SECTION IS SHOWN NOTES 1) A L CATCH BASINS ARE TO B TYPE "A" WITH 3.5' OPENINGS PER C.O. STD. S-12. 2) A L PIPE ELEVATIONS SHOWN RE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 16 358 APPROXIMAT5E6 GRADE 0 CENT 354 352 350 348 346 .356 354 TOM 352 350 348 346 344 342 340 INSTALL 42.50 LF OF LEGEND: Q 00 UNE ABBREVIATIO S N L CENTERLINE 57.63' I V INVERT 1 Z N D STORM DRAIN O a0 H MANHOLE w Z Q B CATCH BASIN = J JUNCTION BOX Z M- g MH SEWER MANHOLE Z O I, CO SEWER CLEANOU O 00 � M� M c6 OM DMH STORM DRAIN M NHOLE EXIST EXISTING Z -M, LEV ELEVATION Q� j j UD QW QW mLOW /W RIGHT OF WAY tC>NO T 0•M 363 22 TOP OF MANHO /TOP OF CLEANOUT ELEVATION co S CONSTRUCT SE R PER CITY STANDARDS 354 - - - I CONSTRUCT SE R MANHOLE g TYPE "A" PER C.O.B. STD. S-7. En TIF CONSTRUCT SE R CLEANOUT JOW CTIz0w PER C.O.B. STD. -20. -- CONSTRUCT STO M DRAIN PER CITY STANDARDS 350 CONSTRUCT STO M DRAIN 350 MANHOLE TYPE " PER C.O.B. STD. S-7. 356 CONSTRUCT CATH BASIN INSTALL 158.41 LF OF 18" RGJ-RCP 0 0.73% TYPE "A" PER C.D.B. STD. S-12. 354 CONSTRUCT GRAIED INLET LZ PER DETAIL ON HEET 1. SECTION DESIGNATION: SECnON LETTER L ET WHERE SECTION IS SHOWN NOTES 1) A L CATCH BASINS ARE TO B TYPE "A" WITH 3.5' OPENINGS PER C.O. STD. S-12. 2) A L PIPE ELEVATIONS SHOWN RE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 16 358 APPROXIMAT5E6 GRADE 0 CENT 354 352 350 348 346 .356 354 TOM 352 350 348 346 344 342 340 INSTALL 42.50 LF OF 18" RGJ-RCP 0 0.92% Q 00 UNE -INE .0 N W 57.63' L2 W 1 Z N N7619'43"E O a0 Z w Z Q -i C3 j = C3 j g Z M- g Z M- Z O I, Z O 00 358 356 354 352 350 348 --- 346 SECTION A SCALE: 1" = 50' HORIZ. % 1" = 5' VERT. IL Q LA- r - INT 4®r - (U II °r Jo 12 ~co rn O LC O d O M I Q M F- Q d. ^ 00 O M O iCj �' Ui w � J p F- O Q N O M N O O W O J J to O ---� N N Z Q LINCOLNSHIRE DR. o "' Z ,�' -I z W o " ALI�Y ^ W o;h SEE SHEET 9 Z J W -� U N J C j z "tij" w z o N z N o c3 o ". v c"" = C3 - O M M �- rn W o� o OII ALLEY N o 6' 26 J g <c moo w� I N W � _ I=UN _-,r, �rj I z� om/ / zo O M O O O n Oi z M Z + d' J O ^ O to to ^ O F- r ~" CV 5 I _j-_ ^�; z � 16 z IAC) -p- ,,8 � � z ++ Lo Z �� 00 w - N 151 I g++ ISM 0+±�±^ z� o Z� + w�� +� z+ Z+ Z ZM 17. 5' 00 0+ m= a d ' 1 i z a Q 1 1 I0 ++ �� I I I o rY 1- I n F- I N M z '- / 13 1 3 I w�FQ- moo¢ �NNNV)N otn I oN 3Qa �� cis I of / / ov~i N fn CTI N N Z N NN �z m N INTERSECTION00 6" SEWER o STA. 10+00.00, C.L. , -zQ 6 SEWER (II o 102.2' co SEWER DROP MANHOLE NO. 12 NOl'14'42"E 150.80' C11 -- O° J N01'14 42" E 13+00 0 STA. 9+95.40, C.L. 39.74RT.= - - _ _ - -1 - - - - - - +- - N65 36 0 STA. 9+95.40, SEWER N01'14'42 18" DRAIN N to 158.41 N01'14 42 E 18 - DRAIN D 141.43 1g 4" ��po� - - -- -- - -- -- AlN �NoT Q T o o ori 2 6 ¢ C� , Co Q rn i II o 0 F- ' fili, oo377 o o rn vLo CrSTORM DRAIN M.H. N0. 25 I WQ co mm- 2 7 1 2 8 M Z I M "� oo 'r' "� rn 00 STA. 10+05.43, C.L. 43.25RT. -ate, IUj � �'_ M ( 0Ci m ± I , ; o Z "' J N z `r z d O �' PI)sF to 1- J co J J J I j l N Dof D O d CV .Q Q M = j Q Q = C.) J co N + M > + ± cn c� n C+v z c ALLEY "P" ' Z Q LINCOLNSHIRE DR. to o -j 11 w m 2 9 Q Q to M �' "' SEE SHEET 4 o d z ci W w N N o+ o+ W NQ OOO WL,J_' M T g JpNJ w w m MJQ �9N� OFQ- M W W (n (n N N H OQN W U 'gam W (n r-1 NOTE: ALL UNITS TO BE BUILT UNE TABLE Em ^ MARSALA STREET SIMULTANEOUSLY. INSTALL 12.85 LF OF UNE -INE .0 L1 N49'40'52"W 57.63' L2 N49'40'52"W 49.27' L3 N7619'43"E 12.85' L4 N88'45'18"W 42.50' L5 N00'40'12"E 29.98' L6 film 38.50' M = mo = U> Q 358 356 354 352 350 348 --- 346 SECTION A SCALE: 1" = 50' HORIZ. % 1" = 5' VERT. IL Q LA- r - INT 4®r - (U II °r Jo 12 ~co rn O LC O d O M I Q M F- Q d. ^ 00 O M O iCj �' Ui w � J p F- O Q N O M N O O W O J J to O ---� N N Z Q LINCOLNSHIRE DR. o "' Z ,�' -I z W o " ALI�Y ^ W o;h SEE SHEET 9 Z J W -� U N J C j z "tij" w z o N z N o c3 o ". v c"" = C3 - O M M �- rn W o� o OII ALLEY N o 6' 26 J g <c moo w� I N W � _ I=UN _-,r, �rj I z� om/ / zo O M O O O n Oi z M Z + d' J O ^ O to to ^ O F- r ~" CV 5 I _j-_ ^�; z � 16 z IAC) -p- ,,8 � � z ++ Lo Z �� 00 w - N 151 I g++ ISM 0+±�±^ z� o Z� + w�� +� z+ Z+ Z ZM 17. 5' 00 0+ m= a d ' 1 i z a Q 1 1 I0 ++ �� I I I o rY 1- I n F- I N M z '- / 13 1 3 I w�FQ- moo¢ �NNNV)N otn I oN 3Qa �� cis I of / / ov~i N fn CTI N N Z N NN �z m N INTERSECTION00 6" SEWER o STA. 10+00.00, C.L. , -zQ 6 SEWER (II o 102.2' co SEWER DROP MANHOLE NO. 12 NOl'14'42"E 150.80' C11 -- O° J N01'14 42" E 13+00 0 STA. 9+95.40, C.L. 39.74RT.= - - _ _ - -1 - - - - - - +- - N65 36 0 STA. 9+95.40, SEWER N01'14'42 18" DRAIN N to 158.41 N01'14 42 E 18 - DRAIN D 141.43 1g 4" ��po� - - -- -- - -- -- AlN �NoT Q T o o ori 2 6 ¢ C� , Co Q rn i II o 0 F- ' fili, oo377 o o rn vLo CrSTORM DRAIN M.H. N0. 25 I WQ co mm- 2 7 1 2 8 M Z I M "� oo 'r' "� rn 00 STA. 10+05.43, C.L. 43.25RT. -ate, IUj � �'_ M ( 0Ci m ± I , ; o Z "' J N z `r z d O �' PI)sF to 1- J co J J J I j l N Dof D O d CV .Q Q M = j Q Q = C.) J co N + M > + ± cn c� n C+v z c ALLEY "P" ' Z Q LINCOLNSHIRE DR. to o -j 11 w m 2 9 Q Q to M �' "' SEE SHEET 4 o d z ci W w N N o+ o+ W NQ OOO WL,J_' M T g JpNJ w w m MJQ �9N� OFQ- M W W (n (n N N H OQN W U 'gam W (n r-1 NOTE: ALL UNITS TO BE BUILT UNE TABLE Em ^ MARSALA STREET SIMULTANEOUSLY. INSTALL 57.63 OF 6" SEWER ® 1.01% N W Z 3:$j d - W ZW z J O JO o J » -Z Qz.;-- INSTALL 12.85 LF OF UNE BEARING UNGTH L1 N49'40'52"W 57.63' L2 N49'40'52"W 49.27' L3 N7619'43"E 12.85' L4 N88'45'18"W 42.50' L5 N00'40'12"E 29.98' L6 N8845'18"W 38.50' INSTALL 57.63 OF 6" SEWER ® 1.01% N W Z 3:$j d - W ZW z J O JO o J » -Z Qz.;-- INSTALL 12.85 LF OF n 18" RGJ-RCP 0 0.47% V) 1 Z w V) -j c0 O z M U j (n z U Z u4 W O z - 00 o - Lo- u7 M 00 = g U> ZU -Z �Z Nom) C- J,- M = mo = U> Q � M� M c6 OM izK O OM H� Z -M, g O Q� j j UD QW QW mLOW Q tC>NO Z F -J Nw CSW (nW -n Q co + 4 LJ 354 - - - I g 354 g z +et st to r En TIF 352 C --)j JOW CTIz0w 352 354_ F- J A J 356 F- 350 N V) m w 350 U) W N 356 356 3541111111101.354 INSTALL 158.41 LF OF 18" RGJ-RCP 0 0.73% QIW 3 352 354 4 V) LZ 348 JCA 0 348 352 , OLWI DRAIN mill 352 352 350 J Q III 3461 350 350 0 a U 2 J I I F 348 350 346 ILAINVERT wm 1" = 5' 348 344 350 346 344 346 346 8" DRAIN D Q' INVERT SCALE: 1" = 50' HORIZ. 7 342' Z. 342 SECTION B SCALE: 1" = 50' HORIZ. % 346 1" = 5' VERT. C INSTALL 57.63 OF 6" SEWER ® 1.01% N W Z 3:$j d - W ZW z J O JO o J » -Z Qz.;-- 358 356 354 352 350 348 346 344 342 340 X%R INSTALL 150.00 LF OF 6" SEWER 0 1.67% (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 102.82 LF OF 6" SEWER 0 1.67% -� n 1 Lo V) 1 Z Z -j c0 O z �o JO Z U Z u4 W GU Z Z o - Lo- u7 M 00 J�N j OD J II w- J,- M = >: >: = U> _ O H izK J �> 358 356 354 352 350 348 346 344 342 340 X%R INSTALL 150.00 LF OF 6" SEWER 0 1.67% (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 102.82 LF OF 103 6" SEWER 0 1.67% -� n 1 Lo V) 1 Z Z -j c0 O z �o JO Z U Z u4 W GU Z Z o - Lo- u7 M 103 33 12 13 n N 3 1 M 1 �' rn� I Z w C3 j = Z Z Z M CV II M O Z ju� O Z 00 J�N j OD J II w- J,- M = >: >: = U> _ O H izK g OiZ g Z -M, Q Mcp ZgF0-)"17-; Uj mLOW Q tC>NO Q -n Q m + 4 LJ O M O g OMM g z +et st to g En TIF -W C --)j JOW CTIz0w w Pj � Z '- j O QWO 354_ F- J A J 356 F- 354 N V) m w (n U) W N 356 356 3541111111101.354 INSTALL 158.41 LF OF 18" RGJ-RCP 0 0.73% QIW 3 352 354 4 V) LZ 352 JCA 0 INVERT 352 , 18" DRAIN mill 352 352 350 J Q III 1350 350 350 0 a U 2 J I I F 348 350 i ILAINVERT 348 1" = 5' 348 350 346 348 346 346 8" DRAIN D Q' INVERT SCALE: 1" = 50' HORIZ. 7 346 Z. sEwE VERT. 346 346 SECTION C SCALE: 1" = 50' HORIZ. MEMO 1" = 5' VERT. G SCALE: 1" = 50' HORIZ. 7 1" = 5' VERT. MENNEIN FINE 12111m,mm E __mmmmmi Ell IN m 512milimim II..' 10 FA m -w MENIN. 103 33 12 13 11 n N 3 1 M 1 �' rn� I Z w C3 j = Z Z Z M CV II M O Z s 6 O Z 00 J�N j OD J II w- J,- M = >: >: = U> _ O H izK g OiZ g Z -M, Q Mcp ZgF0-)"17-; Uj mLOW Q tC>NO Q -n Q m + 4 LJ O M O g OMM g z +et st to g En TIF -W C --)j JOW CTIz0w w Pj � Z '- j O QWO 354_ F- J A J 356 F- 354 N V) m w (n U) W N 356 356 3541111111101.354 INSTALL 158.41 LF OF 18" RGJ-RCP 0 0.73% QIW 3 INSTALL 49.27 LF OF 18" RGJ-RCP® 1.06% INSTALL 12.42 LF OF 18" RGJ-RCP ® 0.89% 358 356 354 352 350 348 346 344 342 340 8 33 12 13 �40 n 3 ZLo Lo L w I O rn� I Q co C3 j = O Z to M CV II M r, d Z J 00 O j OD J II w- +-4- M E Mj m Z C3 >: CTI w z O H g - Z nQ JWZ - NOI-W Z -M, Q Mcp ZgF0-)"17-; Uj mLOW tiJ p� sW�O JQ sk Q W +J g Z O Z ,,�- z M- = +w Omwj F- J CTI W W �O CC gj oJ 1 IT, 11 Q W F- J z +et st to M +dLo Z +d �}MM d'M En TIF -W C --)j JOW CTIz0w w Pj � Z '- j O QWO 354_ 358 356 Q' FQ-J O (n W 354 a co � cI -- 356 356 3541111111101.354 352 QIW 3 352 354 4 V) LZ 352 JCA 0 INVERT 352 , 18" DRAIN mill 352 352 350 J Q III 1350 350 350 0 a U 2 J I I F 348 350 i ILAINVERT 348 1" = 5' 348 350 346 348 346 346 8" DRAIN D Q' INVERT SCALE: 1" = 50' HORIZ. 7 346 Z. sEwE VERT. 346 346 SECTION C SCALE: 1" = 50' HORIZ. MEMO 1" = 5' VERT. G 358 356 354 352 350 348 346 344 342 340 8 1w 1w N _Z U n Q � J O O LoJto to 200 4 r MM toO J 1 J LINCOLNSHIRE DR. Z oo N�00 ioq o " ALLEY o SEE SHEET 4 i v N N N z n "P" N M M W pry N Z O N N 3N Z+ I N z N 16' 26 0 + + I 7 z - 'Ig Iv z I Cl 0 32 I I °D- Q d 1 10 o N SEWER DROP MANHOLE NO. 11 5 i7' I 1 1 o n i STA. 9+94.95, C.L. 5.00LT.= I 17 1 5' N N N 1 -.:e 3 0 z I z STA. 9+94.95, SEWER - - - - - - - - - ALLEY 2 tSTA. 12+30.74, C.L. 18" DRAIN Ln 1 N01'1442E 6" SEWER N 175.00'`' CL INTERSECTION _S _00 4 S _ _ _ 12 00 z STA. 10+00.00, C.L. 18"^ D " AI z - - -� DRAIN N01'14'42"E N 18 DRAIN 186.82' STORM DRAIN M.H. N0. 26 1 W LS - N88'45'18_W 12.42'- - - -� STA. 10+05.20, C.L.19 RT. co II CV O U U Lo Co 1 U5 001 1 ornM d o ^ 18 I d o itcs U5 ire I 1 I o^ z Q Mj 33 z JW II00 z N 40 2 2 ( O -j 11 � F- U (n >- + O + = U -Tz U J W O tf) J Li m N g d LINCOLNSHIRE DR.w n Q 0 W� W ALLEY R"Z Q SEE SHEET 4 o+ m ,�� U w v + + C -y`" o �' o + cid ��aW p Z F- Q g0_ N NN VN N N W (n U <iACL C4 cnzn U 1� 2 n INSTALL 38.50 LF OF 33 12 13 �40 1 M 3 ZLo CTI Z O Z Q co C3 j = Ca j Z O - m CA rn z r, d N W I-�� z +-q-Ll +-4- M E - g _BUZZ L4 CTI w z O H QW N W N (nW INSTALL 141.43 LF OF 18" RGJ-RCP ® 0.20% Z 1w 1w N _Z U n Q � J O O LoJto to 200 4 r MM toO J 1 J LINCOLNSHIRE DR. Z oo N�00 ioq o " ALLEY o SEE SHEET 4 i v N N N z n "P" N M M W pry N Z O N N 3N Z+ I N z N 16' 26 0 + + I 7 z - 'Ig Iv z I Cl 0 32 I I °D- Q d 1 10 o N SEWER DROP MANHOLE NO. 11 5 i7' I 1 1 o n i STA. 9+94.95, C.L. 5.00LT.= I 17 1 5' N N N 1 -.:e 3 0 z I z STA. 9+94.95, SEWER - - - - - - - - - ALLEY 2 tSTA. 12+30.74, C.L. 18" DRAIN Ln 1 N01'1442E 6" SEWER N 175.00'`' CL INTERSECTION _S _00 4 S _ _ _ 12 00 z STA. 10+00.00, C.L. 18"^ D " AI z - - -� DRAIN N01'14'42"E N 18 DRAIN 186.82' STORM DRAIN M.H. N0. 26 1 W LS - N88'45'18_W 12.42'- - - -� STA. 10+05.20, C.L.19 RT. co II CV O U U Lo Co 1 U5 001 1 ornM d o ^ 18 I d o itcs U5 ire I 1 I o^ z Q Mj 33 z JW II00 z N 40 2 2 ( O -j 11 � F- U (n >- + O + = U -Tz U J W O tf) J Li m N g d LINCOLNSHIRE DR.w n Q 0 W� W ALLEY R"Z Q SEE SHEET 4 o+ m ,�� U w v + + C -y`" o �' o + cid ��aW p Z F- Q g0_ N NN VN N N W (n U <iACL C4 cnzn U 1� 2 n INSTALL 38.50 LF OF 18" RGJ-RCP 0 2.05% INSTALL 6.32 LF OF �40 INSTALL 6.32 LF OF 18 RGJ-RCP ® 2.06% V) I 18" RGJ-RCP 0 2.06% O Z Q co O Z 00 Q = C3 j O Z z O II CC± � N W I-�� z rnrn Z I Z 1 E h-- F- J CTI CTIF=w _BUZZ Z CTI w z �Z J cn 00 CTI f 00 MJ•- J II II O oo = J^ Z -M, MM Uj Q Cjj Uj QQ W Q Q W w F- w sk Q W O Z M �- g Z O Z ,,�- z M- EffIrIENI, '-z F- J CTI W W �O Q ^M W c6 352 1 IT, 11 Q W F- J z +et st to M +dLo Z +d �}MM d'M O 356 K �� w Pj � Z '- j O QWO CTI 358 356 Q' FQ-J O (n W CC F -J N U)w �: O Cn W a co 356 -- 356 356 3541111111101.354 DRAIN QIW 3 352 354 4 V) LZ 350�= JCA ow352 INVERT 352 , 18" DRAIN mill 352 352 350 J Q III 1350 350 0 a U 2 SECTION F 348 1" = 50' HORIZ. 348 348 1" = 5' VERT. 350 346 Imo, 346 346 SECTION D Q' SCALE: 1" = 50' HORIZ. 7 1" = 5' VERT. 346 1w 1w N _Z U n Q � J O O LoJto to 200 4 r MM toO J 1 J LINCOLNSHIRE DR. Z oo N�00 ioq o " ALLEY o SEE SHEET 4 i v N N N z n "P" N M M W pry N Z O N N 3N Z+ I N z N 16' 26 0 + + I 7 z - 'Ig Iv z I Cl 0 32 I I °D- Q d 1 10 o N SEWER DROP MANHOLE NO. 11 5 i7' I 1 1 o n i STA. 9+94.95, C.L. 5.00LT.= I 17 1 5' N N N 1 -.:e 3 0 z I z STA. 9+94.95, SEWER - - - - - - - - - ALLEY 2 tSTA. 12+30.74, C.L. 18" DRAIN Ln 1 N01'1442E 6" SEWER N 175.00'`' CL INTERSECTION _S _00 4 S _ _ _ 12 00 z STA. 10+00.00, C.L. 18"^ D " AI z - - -� DRAIN N01'14'42"E N 18 DRAIN 186.82' STORM DRAIN M.H. N0. 26 1 W LS - N88'45'18_W 12.42'- - - -� STA. 10+05.20, C.L.19 RT. co II CV O U U Lo Co 1 U5 001 1 ornM d o ^ 18 I d o itcs U5 ire I 1 I o^ z Q Mj 33 z JW II00 z N 40 2 2 ( O -j 11 � F- U (n >- + O + = U -Tz U J W O tf) J Li m N g d LINCOLNSHIRE DR.w n Q 0 W� W ALLEY R"Z Q SEE SHEET 4 o+ m ,�� U w v + + C -y`" o �' o + cid ��aW p Z F- Q g0_ N NN VN N N W (n U <iACL C4 cnzn U 1� 2 n INSTALL 38.50 LF OF 18" RGJ-RCP 0 2.05% O�`"WCn z �40 3 N t0 -� O V) I w O Z Q co O Z 00 C3>: = C3 j O Z z O II CC± � Z p- I-�� z rnrn 358 356 354 352 350 348 INVERTS - 346 6" SEWER SECTION E SCALE: 1" = 50' HORIZ. % 1" = 5' VERT. 0 0 f Ll C� QF CAL INSTALL 12.00 LF OF 18" RGJ-RCP @ 0.50% DALWOOD STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 111 INSTALL 175.00 LF OF 6" SEWER 0 1.00% O�`"WCn z �40 Q ui to -* m t0 -� O Q 3 O O OMM ZZ 1 d N W II II Z II CC± � O ca d0 J» F- U > Z Cn CTIWw E h-- F- J CTI CTIF=w _BUZZ M O �Z J cn 00 CTI �7 358 Z -M, MM 0 ±� 358 QQ W Q Q W w F- w sk Q W J 358 EffIrIENI, '-z F- J CTI W ' czo 352 1 IT, 11 Q W F- J Q w Q H O 358 356 354 352 350 348 INVERTS - 346 6" SEWER SECTION E SCALE: 1" = 50' HORIZ. % 1" = 5' VERT. 0 0 f Ll C� QF CAL INSTALL 12.00 LF OF 18" RGJ-RCP @ 0.50% DALWOOD STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 35345 352 350 348 346 344 342 340 ME. 111 INSTALL 175.00 LF OF 6" SEWER 0 1.00% O�`"WCn z �40 Q ui to -* m t0 -� O Q 3 O O OMM ZZ 1 d N W II II Z II CC± � O ca d0 J» F- U > Z Cn CTIWw E h-- F- J CTI CTIF=w _BUZZ M O �Z 358 356 35345 352 350 348 346 344 342 340 ME. NMM Q O�`"WCn z OMO 11 Q ui to -* m t0 -� O Q cp j (D O O OMM 'm O M w Owtry o-zw U O-jNrr�j -1w = g U j g o Ell WE �, o ¢gw O Cn CTIWw E h-- F- J CTI CTIF=w lmm M 11- J b 11 rn v 00 0 J cn 00 CTI ,,; 358 Z -M, MM 0 ±� 358 QQ W Q Q W w F- w sk Q W J 358 EffIrIENI, '-z F- J CTI W ' czo 352 1 IT, 11 Q W F- J Q w Q H O 356 "' w o CTI 356 356 354354 a co , 04Ncr 354 11101mis 352 DRAIN QIW 3 352 354 4 V) LZ 350�= JCA 350 INVERT , 18" DRAIN ( J 352 c"o J Q U. 0 a U 2 SECTION F Ion 1" = 50' HORIZ. 350 1" = 5' VERT. 350 VERT. ul 348 Q' 348 g in 346 346 MEMO SECTION G SCALE: 1" = 50' HORIZ. 7 1" = 5' VERT. MENNEIN FINE __mmmmmi 10z NMM Q O�`"WCn z OMO 11 Q ui to -* m t0 -� O Q cp j (D O O OMM M ti O M w Owtry o-zw U O-jNrr�j -1w = g U j g o Q. ¢ww U draw F- O W �, o ¢gw O Cn CTIWw J Wzow h-- F- J CTI CTIF=w INSTALL 29.98 LF OF INSTALL 186.82 LF OF 18" RGJ-RCP ®1.00% 18" RGJ-RCP 0 0.20% INSTALL 20.77 LF OF INSTALL 28.27 LF OF 18" RGJ-RCP ® 0.29% 18" RGJ-RCP 0 0.25% INSTALL 38.50 LF OF 18" RGJ-RCP 0 0.26% 358 356 354 352 350 348 346 344 342 340 t 338 12 �- Z r I� Q M� N NM g �- Lq [e j N Nw RECORr% D DRA4"DING w 1 N 3 oo * J - W W Z L W Z Q 00 00 Z 0o Q00 o-zw Uj C3j =Uj = g U j C3>: Z M- O zo- Z O mo- Z �n co - M 11- J b 11 rn v 00 0 J cn 00 CTI ,,; 358 Z ± MM 0 ±� 358 QQ W Q Q W w F- w O Q W J 358 z '-z F- J CTI W ' czo 352 Q m Q W F- J Q w Q H O 356 "' w o CTI 356 356 354354 a co , 04Ncr 354 - 352 DRAIN QIW 3 352 354 4 V) LZ 350�= JCA 350 INVERT , 18" DRAIN ( J 352 c"o J Q U. 0 a U 2 SECTION F SCALE: 1" = 50' HORIZ. 350 1" = 5' VERT. INSTALL 38.50 LF OF 18" RGJ-RCP 0 0.26% 358 356 354 352 350 348 346 344 342 340 t 338 12 �- Z r I� Q M� N NM g �- Lq [e j N Nw RECORr% D DRA4"DING w 1 to 3 3 oo * J - W W Mcn L I Cn Z Q 00 00 Z 00 a0 o-zw Uj C3j =Uj = g Uj Z O Z c; Z Z t` -Z r- Z M- 0 358 oc) W cj O W rpOD Z Q �n co - M 354 Z + d Z + � 0 + � ,,; 356 - nM- nM cn w MM w INVERT) III QQ W Q Q W w F- w O Q W J 358 J F- J m `n w o m w F- � F- J CTI W 358 czo 352 �, % 11 352 O 356 J 350 356 a co , 04Ncr 354 - - DRAIN QIW 3 w 354 348 V) LZ 0 JCA 352 , 348 11 0 352 c"o 346 U. 0 a U 2 346 3 SECTION H 350 SCALE: 1" = 50' HORIZ. 350 VERT. ul 348 Q' 348 g in 346 346 SECTION G SCALE: 1" = 50' HORIZ. 7 1" = 5' VERT. INSTALL 38.50 LF OF 18" RGJ-RCP 0 0.26% 358 356 354 352 350 348 346 344 342 340 t 338 12 �- Z r I� Q M� N NM g �- Lq [e j N Nw RECORr% D DRA4"DING INSTALL 12.00 LF OF 18" RGJ-RCP 0 0.25% W z w 1 F,\ 3 oo * J - n Z L I Cn Z o�Z a0 O Z a0 o-zw 358 Z + U> OZ Z h^ = g Uj Z 358N 0 358 ci 354 M 354 356 •- J g o ,,; 356 cn w V) w INVERT) III 354 0 ' 18" DRAIN I J 354 w Q J 4� czo 352 �, % 11 352 O 3 J 350 1350 co 04Ncr 1 DRAIN QIW 3 w z 348 V) LZ 0 JCA , 348 c"o 346 U. 0 a U 2 346 3 SECTION H SCALE: 1" = 50' HORIZ. 1" = 5' VERT. INSTALL 12.00 LF OF 18" RGJ-RCP 0 0.25% W z cn F,\ d J`5 oo * J - n C3 j C3 j Z o�Z O Q W N� w co o-zw 358 Z + Z + 358 �zaw 356 356 354 354 352 -` 352 350 r a 350 INVERT) III 18" DRAIN I J Q. w Q J 4� czo SECTION es % 11 SCALE: 1" = 50' HORIZ. \ 7 1" = 5' VERT. CTI 0 M M O 00 00 Z Ow Q J w w v 00 J w cs7 0 Ln N cif w Y Q m Lo N cq 00 w In z W Uj 0 0 m g V } rCD m o W Y Q W o z F,\ 6i �= N� n SCALE: 1" = 50' HORIZ. \ 7 1" = 5' VERT. CTI 0 M M O 00 00 Z Ow Q J w w v 00 J w cs7 0 Ln N cif w Y Q m Lo N cq 00 w In z W Uj 0 0 m g V } rCD m o W Y Q W o Q Cl C.� z F,\ 6i �= N� i W �� U O Q _> U o-zw GCS U cf) Q Cl C.� z W W GCS U cf) �zaw 0i W C) � -` XLH 11 0 Q. w 4� W es W 'S O 3 J Ly Q co 04Ncr m - z V) LZ ¢ JCA N U. 0 a U 2 3 W U co U 0 13& , 12 / 355.30 FG �,SOF ,s7\ S E - 11 � 10 5 35 ..60 Fc , 1244 64, ss� 2'i s� 588'57'43"E S�OpF \ �3.Q oG' 49.91' , PROPOSED RETENTION BASIN( 1 �OFc 3557 VOLUME REQ'D: 11.8 AC.FT. I 1 - VOLUME PROVIDED: 11.83 AC.FT. I i rMi CONSTRUCT RETENTION �56.�1' - MAX ld D.W.S.: 350.00 I N BASIN TO THE DIMENSIONS 1 r,15f BOTTOM ELEV.: 340.00 I i ------ o 1 I AND GRADES SHOWN PER SOI *06'24"W C.O.B. STD. D-11. 12.25' I c 3s38 1 i 588'53'36"E I 6 Fc I 57.49' 1 I 1 � I i X -- X X � XI to I 2% 1 7 I 12' of I w MIN vi I w I 2% C4 i YO I 12' MIN. I z w a 1 z� I 35 W co 3.82 FG I o I N I I v X I I 1 I I I 8 1 I � 1 iw X (E) SUMP PER TRACT NO's I i 00 5955 & 6001 ;i, I 35377 Fp I o I s I _ o CT OUTLET STRU TURE ) p r`' `` I I & TIE PER 0S� uj 1 I C.O.B. STD. D-11. SMH h [ I N8912'27"W 187.57' 9 h { I.J. EXIST Q' n moi! � ---- o � I I ck� ` C1 �n 0 18" 0 o I 1 t L0 L0 I �-. IN I 3 o 55.50' ABBREVIATIONS T ) Ljj W CENTERLINE INV CONSTRUCT TO CATCH SD STORM DRAIN 41.50' 0 BASIN PER C. . STD. D-14 00'40'1 2"E WN SMH TO BE REMOVED SCO Z N Q (E) 42" DRAIN I.J. EXIST Q' n moi! � S, 1 . 1 LL] 589°19'48"E (E) 24" DRAIN FO N 0 � T.0•M 363 22 589°19'48" 0 p (E) 42" DRL N �= R31 w/Type N(Red) E OT-SITE/STORM A3 w ® N 34+C m 0 LIJ > U - - D m 0 L0 z c MANHOLE TYPE "A" PER C.O.B. STD. S-7. OTM CONSTRUCT CATCH BASIN "A" j TYPE PER C.O.B. STD. S-12. N89_19'48°W / a� Q PER DETAIL ON SHEET 1. RAD./ Ld JW O N O 354 z_ + W i W + p N s ? 358 W a 350 350 IN 358 n v ¢w � J �� N W --W -" P.G.& E. GAS LINE N00°40'12"E �8971748"E (E) 42" SEWER 5 WHITE LANE TR! s' 300 LEGEND: LINE ABBREVIATIONS CL CENTERLINE INV CONSTRUCT TO CATCH SD STORM DRAIN MH (E) CHAINLINK FENCE R31 w/Type N(Red) BASIN PER C. . STD. D-14 00'40'1 2"E �, SMH TO BE REMOVED SCO SEWER CLEANOUT (E) 42" DRAIN Ut EXIST F1 S, 9'19'48 3 " DRAIN DETAIN PLANS) 589°19'48"E (E) 24" DRAIN RIGHT OF WAY T.0•M 363 22 589°19'48" 0 p (E) 42" DRL N �= R31 w/Type N(Red) E OT-SITE/STORM CONSTRUCT SEWER PER CITY STANDARDS ® 33+00 34+C TYPE "A" PER C.O.B. STD. S-7. 0 35+00 36+00 __= _._ r_... P.G.& E. GAS LINE N00°40'12"E �8971748"E (E) 42" SEWER 5 WHITE LANE TR! s' 300 LEGEND: LINE ABBREVIATIONS 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 ELEVA11ON R/W RIGHT OF WAY T.0•M 363 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE O2 N Z UD TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PUBUC PER C.O.B. STD. S-20. - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN z c MANHOLE TYPE "A" PER C.O.B. STD. S-7. OTM CONSTRUCT CATCH BASIN "A" j TYPE PER C.O.B. STD. S-12. N89_19'48°W / CONSTRUCT GRATED INLET Q PER DETAIL ON SHEET 1. SCALE: 1" = 50' 'psi a� LINE : L1 NO 2"E 39.50' 3 I SCALE: 1" = 50' HORIZONTAL mow/ f *R "W" ¢R'� S88'57'43"E 3.34' LIN NIO N I o __ W wcnw INSTALL 80.58 LF OF INSTALL 120.75 LF OF 0 ll N01'02'17"E 2.67' 18" RGJ-RCP 0 0.20% INSTALL 280.00 LF OF 18" RGJ-RCP 0 0.20% a:� X90'22'05" _ N W L1 R=24.00' / I N W � 1 Z Q L=37.85' T=24.15'i -'--7RAD. N01°02'17"D p z z O J� Z CJS O2 N Z UD m:>: _ UZ PUBUC mgv Z z o00 = C � c S89'19'48"E 2.67' LANDSCAPE Q �^ z c N00'40'12"E 3.34' LOT "B" O. +�. j N8919'48"W N89_19'48°W / Q � ^ 00 S r N 305.18' RAD./ ' 354 z_ + W i s ? 358 358 a WH I TE L N . DETAIL All j SCALE: 1 " = 20' Q cq �//��] HN� C9 O Z Lo �- LINE TABLE LINE BEARI GIH L1 NO 2"E 39.50' � Q N O Z N" �9 Lo O Z M M Lo W M Q II F'- d: --I M BARROWBY ST. m 3i-4 Q ALLEY � � o M ALLEY Z J m SEE SHEET 12 `r o A, rn J co o iv o 0 0 0O J E a ci O �t'i Z O Z O 0 O O CO 00 C 00 O u W c0 N M O vC) M O Z O CL CATCH BASIN NO. 27 i m = J o+ t- o I `" `" z -� w `" -� o w z o I Q w co STA. 9+83.00, C.L. 38.75LT. I I m z + J °r° o ,� 3 ,� �' Lo �' ,� z mo o � I o + ? 15 NORMAL F.L. ELEV.=353.58 'n o_ z_ + CViv ao 0 00 ,.� o o z �+ Z Z N Z O Q N n = 001 M I dd I I DEPRESSED F.L. ELEV.=353.41 I I Q o 1 ¢ Q r- - I Z !� +- I 21 + z co co 2 0 + v r- 1 g^ z^ o Q Q l O + O U) N a0 I pp N I N ¢ N N I r7 w d I ,,� Q 10 0 I m U) Fa- N M M Of to Z 0_ Fa- N N D CA 181 1 1 o� az �,� Qo� BEGIN 18" RGJ-RCP I o d co N N `' d d N Z d S88'45'18"E 6.00' STA. 9+82.58, C.L. 38.75LT. SSSS _ _N N S88'45 6.00 - 18" DRAIN _'�' _ _ _ n cn En - - V) _ _ 8_4 1 18" DRAIN -- 8V573� -- -- vii 6.D AI co 6" SEWER 0.28' "' 64.72' cn w N _ 11+00 12+00 _ _ _ _ 4 00 88'45'18"E-� _ = Oa I NOII442 E " p D T V, J Q I 18" DRAIN 18" DRAT i� 120.75' 18" DRAIN 280.00' 58871 59 E W w 12.42' "' N 18" DRAIN- Z n I � �t a".-r�ww� ar► wr w +r +w. ww W ww ww I H CL INTERSECTION Q o, M 1 � o � N o STA. 10+00.00, C.L. I m �,`�,; . CD x$ N n rI M o p Lo i I N�Mj 18 ¢o I I 1 Z ¢ � �iri� I I Z 1 I I li II z�I I =U r+ ZJ3 I m z z: _ 39 I Z c5 W W =o + r- cin >- cn O J N ui w -� m= I z o Q a o 23' 14.5' 114.5' 23' o "cv z_ o QN 4: �-Q I a� N z�� a •+ ¢ ¢� m O J _ ix www �� (n + w ui�ri 0 .50' roof + BARROWBY ST. " + Q ALLEY o Q cn N N lAY Pl.. o a SEE SHEET 11 c) d o: o A � I SEE T 13 V) cm U) N W ta-ta- W ~ N N N (n (n N (n Q 00 ED 2• LANESFIELD LANE V(� 7DA V INSTALL 12.42 LF OF (PRIVATE STREET) (STA. 10+00.00 TO STA. 14+50.00) NO INSTALL 24.00 LF 3 I SCALE: 1" = 50' HORIZONTAL ALII UNITS TO 18" RGJ-RCP 1" = 5' VERTICAL SIMULTANEOUS! wcnw INSTALL 80.58 LF OF INSTALL 120.75 LF OF 0 $o 0 18" RGJ-RCP ® 0.20% 18" RGJ-RCP 0 0.20% INSTALL 280.00 LF OF 18" RGJ-RCP 0 0.20% J `- Z l _ Z N W > 0 U I w I I N W � 1 Z Lo J4 Z d U.1 p z N O J� Z CJS O2 N Z UD m:>: Z UZO Q UZ UU j z U � L6 mgv Z z o00 = C � c M z SCO U5 c Z NN cl Q �^ z c 356 356 N m Ca �m O. +�. j SECTION DESIGNATION: SECTION LETTER 358 IL -- -- A 2 356 SHEET WHERE SECTION IS SHOWN 354 352 350 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" 34$ WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 346 358 356 354 352 350 348 346 344 0) 0 M h7 � Q � O Z col o -4- Q u- I J Q w v co oi0 11 INSTALL 12.42 LF OF N INSTALL 24.00 LF 3 I 18" RGJ-RCP 0 0.16% I w z 18" RGJ-RCP I mmill wcnw W W Z 0 $o 0 V c0 Lo J `- Z l _ Z N W > 0 � O Lo J4 Z Z s Z ck�IJ^ = U>. O J� Z CJS rn g �> D � M of Z UZO Q UZ d s d M ¢> M Milli O ~ CD .- ff O O00 356 356 Z N LoN Q o o N� m o j Z rN I Q � ^ 00 S r N �Lo oi cn o + + ' 354 z_ + W o+1* s ? 358 358 a 350 350 IN 358 �i ¢w 1- J v ¢w � � J (n W �� N W 'W (n W N W 35 3 348 356 of 346 346 h = � AoV 354 354 354 U 0 cli 352 52 352 pp- a I 350 350 ME m pro w-midill Rig Lai mmmlwmllllllm� -ml 0 milfimlim 18 R IN 348 348 348 346 346 W*' -p .r i.- 346 ON A SECTION B 1" = 50' HORIZ. 8 m 0- 1" = 5' VERT. m m Sol wobca! P-22--d-p-9pap-mm oi0 11 13 w J O (3 > CV Z- n N L6 o N M HJ N W INSTALL 110.28 LF OF INSTALL 39.50 LF OF 18" RGJ-RCP ® 8.03% 3 Li (n -j co 00 Z CU j j F -- Z Z 0 O - - O O N O QZ cfl O)1� W MMM V D: r"JJ W Co W W (n INSTALL 64.72 LF OF 6" SEWER 0 1.00% Q INSTALL 12.42 LF OF N INSTALL 24.00 LF 3 I 18" RGJ-RCP 0 0.16% I w z 18" RGJ-RCP I mmill wcnw W W Z 0 $o 0 V c0 Lo J `- Z l _ Z N W > 0 � O Lo J4 Z Z s Z ck�IJ^ = U>. O J� Z CJS rn g �> D � M of Z UZO Q UZ d s d M ¢> M Milli O ~ CD .- ff O O00 356 356 Z N LoN Q o o N� m o j Z rN I Q � ^ 00 S r N �Lo oi cn o + + ' 354 z_ + W o+1* s ? 358 358 a 350 350 IN 358 �i ¢w 1- J v ¢w � � J (n W �� N W 'W (n W N W 35 3 348 356 of 346 346 h = � AoV 354 354 354 U 0 cli 352 52 352 a I 350 350 350 VER I T 18 R IN 348 348 348 346 346 346 ON A SECTION B 1" = 50' HORIZ. 8 SCALE: 1" = 50' HORIZ. �V 1" = 5' VERT. 1" = 5' VERT. 13 w J O (3 > CV Z- n N L6 o N M HJ N W INSTALL 110.28 LF OF INSTALL 39.50 LF OF 18" RGJ-RCP ® 8.03% 3 Li (n -j co 00 Z CU j j F -- Z Z 0 O - - O O N O QZ cfl O)1� W MMM V D: r"JJ W Co W W (n INSTALL 64.72 LF OF 6" SEWER 0 1.00% Q Q rn N ?� N 3 I z I w z C3 Z I mmill wcnw W W Z 0 $o 0 0o c0 Lo J `- Z l _ Z CU OZ > � � O Lo J4 Z _Z ON Z 00 Z z rn g �> D � M of N ul d s d M ¢> M Milli � g 356 356 of j D: j N NW N NW hh " 356 1 1 354 352. 350 348 346 iml, Q rn N 3 C3 Z NVAII mmill W W N eMIN Lo J _j00 O U> c0 Lo 00 U> Zoz Q 7oz CJ j Zoz " Z eF QO_ O Lo J4 Z +14- O LoM 16J z �M z rn g �> D d+nv) >� Q ¢> in Milli (n w r- o rn w 356 356 Emmm 356 6h SECTION C SCALE: 1" = 50' HORIZ. 8 1" = 5' VERT. 14 3 _1 (0 Ci > Z_ n O Lo Cf) M M F - (n w W 356 354 352 350 348 346 344 nn'' f l N `i C,L.t' 08-07-1✓6' pp 3 D ^►cl INSTALL 6.00 LF OF INSTALL 6.00 LF OF18" RGJ-RCP ® 0.17% 18" RGJ-RCP 0 0.17%--I SECTION D SCALE: 1" = 50' HORIZ. 8 1" = 5' VERT. �y ,iiEs.7`r c,' ,}.V No. 33"i ' A 5 Exp. 6- . _C 1 z r"""RD DRAWR Civi\- Luu Rc Ld Q 0 r Q rn N 3 C3 Z 1 w IL W W N 3 Lo J _j00 O U> c0 Lo 00 U> Zoz Q 7oz CJ j Zoz " Z eF QO_ O Lo J4 Z +14- O LoM 16J z �M z rn g �> D d+nv) >� Q ¢> in m w (n (n w r- o rn w 356 356 356 6h o 354 354 hh " ' 354 0 s 352 352 352 350 350 IN RT IN RT 350 � W mW 'W 348 348 J 348 c-� of 346 346 346 SECTION D SCALE: 1" = 50' HORIZ. 8 1" = 5' VERT. �y ,iiEs.7`r c,' ,}.V No. 33"i ' A 5 Exp. 6- . _C 1 z r"""RD DRAWR Civi\- Luu Rc Ld Q 0 r z 4 m IL O U) " � FW- Com•• z a:Z o0Q� 0 W Im C:c iii �( Z o 0 OLjWLLI � W mW of N = AoV I'' Q U 0 cli i U z 4 M---1 IL O _ " � FW- Com•• O a:Z o0Q� W Im C:c iii �( Z o 0 OLjWLLI � mW �Qo N = AoV U cli i a I a N o °' J M O Cl U. m ¢ Li O) � o f � r= t co � i-: Z M F•" M ZW) 0 M Z '� tOo O"i r- M M O M -� J _ o Q C CATCH BASIN NO. 20 U -i 4 N o o tri � °�' v C) E~ J Cn " N tl 9 o io J J Z U 1� (� d' 1�j Z (�j r- o � a; z 00 a ,� w 9 STA. 16+97.57, C.L. 35.75LT. 0- r- r- ^ o^ z ui a M a � » » co i _ O = ''� DEPRESSED F.LRMAL F.L. LEELEV51351.7 Z d `� N "P M g � J Q N sF of C d t (� BARROWBY S . to o + ALLEY G ci Po � a A�I' I "' o OAKLEY ST. o "' O �N� co M z co tri J �N� 0 d- z o o + + + + JULESBURG ST. oo a MARSALA ST. o SEE SHEET 11 = 0 SEE SHEET 11 z ri '� 0 0 0 '� ci a SE T l6 0 0 _ 0 Lo SEE SHEET 10 a �_ '� ^ °,° rn SEE SHEET 7 � o _+ + SEE SHEET 7 " Co I g Z d- 00 M OD O 00 o6 0. O Z Z 00 g �" D+ N N N 5' Z to 26' 26 Z1� w� oF� .8 oto M Z J M M M zoo w -C6 =U U oa��r¢- Q a I gN ¢ a " J 1< 00 ' 1 w _ C 23 22 21 20 N I p Q 19 18 17 16 26'4261117' 17' o+ z+ N N z± N _ � Li tri ��'' � go z o z 26' 26 1.1(f) N N cn 26' 2 a ac3 �j g _ O �j O J Cn + to O H F- N N ' o �� 16 " I-� X15 I 4 13� Z+~ I Lo ZN ~" 17' - -- -- 17'i 7 NN 17' 7' �� I g � 1 8 z I z! a Q + I co z'n N rn o- N z a s U o 17' -- -- -- -- -- -- -- -- -- -- -- __ Z 5' aQ I ¢, �F + QM + + + z� bo ¢ of W co 1 I -- I i O Q � {- Cr O N " I N X O M M Q D+ N+ 8' - W Q d^' 6 �� oN o + 1 I ¢¢ I ov~i 'n o I 1 s' 1 1 3 1 M+ 2/ g� 19.50' N MN U) En N M LOT CC W a LOT DD .'. Q Q O N O¢ z Q N I W O~ N - O H N (n N N N � S00'3 '43"W RAD. 1 ' - ------ - - _ _co 1 S77'24'23"E 6.12' - 18" DRAIN _ _ d INTERSECTION - �, N N -- - r yN 6's \�8s _ o �' O,p� l� r STA. 10+00.00, C.L. S8639_39"E 1� 137.35' mi I Ir , - - _ - - - - I - - - - - S� 2917"E coN 1$ DRAIN ^ 147.46'.. _ _ S89'1 8"Ep 18" DRAIN `o' 197.64' J S89"19'48"E `� 18" DR�IN 231.50' �'� y • "' S89'19'48"E '� N - - 24" BRAIN 279.03' z o - - N S89'19'48"E - '� 24" DRAIN 35.77' SF S� S89'19'48"E 24" RAIN M W I 86'36505"E �g"SSEWER - - - - - - �.�i _ --1�6� - - $ - - $ -- - - D 1$ D - - - - - $ - v=i n u L1 272.87 - - g - - - - - - gg - 18" DRAIN _ _ $89'1948E 8" SEWER 205.17' $89'19'48"E 8" SEWER 241.' _ S89'19'48E N 8" SEW 275.70' S $89'19'48"E N 8" SEWER 154.51' $89'19'48"E S "SEWER 189.25' S $8919'48"t 8" SEWER W co o -' rn o -- - - -- - -- -- -- J , ciJ II - -- - I -- -- -- - -_ - -- -- - -- - -- I- -- -- -- -- N -- ---� O N n �'•• I U 1- O J J ( ~� -- I ( J N II I Z J Cn ri Lo I I pp , C> N J O 1 w Of F- U ,.: 1- U J H ~ O Z f- co H H F•= Z U H t- H p F' F= U __ U 0 OUN `- ,� I No co ,.� Mo a ^ 1 IN C` 1 c' U c , o NC:) d o o C` o Oo o_ .r�� rr � ON ZNwtrite w <r i o� o I 1 1 pN 1 I o 1 Z 1 O C7 tp t� O n N Co N O O O O O N I ¢ I Otr� O O O O Z O O N O O I O p II + s N F to N J i� J �"� 1 t(j 00 O O O N Q N O O 2 U W Z Z >- + N I� c0 00 00 W 0o co J 00 OD 00 00 to aD O ao ao O oo U d J W rn rn z j o N O tri N_ tr o c 1 to o 1 o M I 1 o I U cv w t o 1 w o 1 o a , i= �, 0 Z N o 0 W �, J JW LOT CC Q NW Q O Q J IM N N' (1 Z W+ Z . W O +c Z W M j + O Z W J Z Z J 8 J W + 1i�J1 I J N O M N N O ?� Os N N O J N �A N N N N N N N Z I� W O O 3 O O N C3 VVV = J o U (n C.) N 00 ^= W U (n g++ Q z^ " W 10 oM 11 12 ^W N m� ( 8 o�W ( EE_-1oJIIW o I wt,,�� Z��, 0 W u �; o+ _��Mz�� O O J I W N + 00 g Q J O� Cn `- �' + sF O J Z J d' 00 F- - N -t m N W N Q W m�� 1 Z� �, ; ,_�� ,�Q J �QJ� 1 __�� z�W i 10 1 11 IzQ 12 1 13 �' , o�� 14 1 15 �Q z¢ �,�, 1 Co Cn 1 U ¢ N O Cn a0 to co co O J CA O N M d• t0 g O I� cfl n g- co 2 6 =+ I -I- O U 0p [D 2 Z 1- d J M H O r N d d to M w rQ-� 25 �a ¢ loomcli IQ ^^ + l iw LO,i c~n + t + Z � O cnQ q + I +• N Q N� N N 'I" I + I + I N + d o0 1 + i a Coto _+ I + to to p Mr'`i I �f z of c�i w z z ,- 1- a �% /v (n NN V Q�af I N O + I Q g N+ g �� ^ �� m New CD (D++ " dig! NN N " Of O M+ r NZ I N x � Iii Q N I I 'Q ~ I "i afP I U t- V) ta- I I F¢- I ta- NN I la- I �i QQ F- af I o� 1Q I r- ii N N¢ w �1a- I �- aw N N N N N w 1-1- N N 1■ QQ N N I NN I 1 vwi i I N to NN v Q�o� I i 1 w �� I I N NN t vwi U) U) 1 O Q� i N NN I I I t � m UNIT UUNT 4 NOTE: UNi 1 2 LINC NSHIRE DRIVE ALL UNITS TO BE BUILT (PRIVATE STREET) SIMULTANEOUSLY. ACA E: 1" 00) 0 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 272.87 LF OF 8" SEWER ®0. " L 05.17 OF 8" SEWER_ ® 0.35% INSTALL 241.48 LF OF 8" SEWER ® 0.35% t _ INSTALL 275.70 LF OF 8" SEWER @ 0.35% I INSTALL 154.51 LF OF 8" SEWER ® 0.35% I INSTALL 189.25 LF OF 8" SEWER 0 0.35% 1 3 � 3 O W N W W N WZ Z .2c)0203 Z _10 _.00 Z JOD rp WU> W Uj Uj W >: >: J ^z -Z J -z z 356 35413 352 350 348 346 344 342 340 338 M UNE TABLE N LINE BEARING LENGTH L1 N01'32'12"E 22.42' L2 N01'14'42"E 25.52' L3 S45'30'23"E 43.82' L4 S40'51'31 "E 54.87' L5 N06'15'56"W 22.58' L6 S49'40'52"E 49.27' L7 S49 -40'52"E 57.63' L8 NOt'14'42"E 25.78' N o °' J M O Cl U. m ¢ Li O) � o f � r= t co � i-: Z M F•" M ZW) 0 M Z '� tOo O"i r- M M O M -� J _ o Q C CATCH BASIN NO. 20 U -i 4 N o o tri � °�' v C) E~ J Cn " N tl 9 o io J J Z U 1� (� d' 1�j Z (�j r- o � a; z 00 a ,� w 9 STA. 16+97.57, C.L. 35.75LT. 0- r- r- ^ o^ z ui a M a � » » co i _ O = ''� DEPRESSED F.LRMAL F.L. LEELEV51351.7 Z d `� N "P M g � J Q N sF of C d t (� BARROWBY S . to o + ALLEY G ci Po � a A�I' I "' o OAKLEY ST. o "' O �N� co M z co tri J �N� 0 d- z o o + + + + JULESBURG ST. oo a MARSALA ST. o SEE SHEET 11 = 0 SEE SHEET 11 z ri '� 0 0 0 '� ci a SE T l6 0 0 _ 0 Lo SEE SHEET 10 a �_ '� ^ °,° rn SEE SHEET 7 � o _+ + SEE SHEET 7 " Co I g Z d- 00 M OD O 00 o6 0. O Z Z 00 g �" D+ N N N 5' Z to 26' 26 Z1� w� oF� .8 oto M Z J M M M zoo w -C6 =U U oa��r¢- Q a I gN ¢ a " J 1< 00 ' 1 w _ C 23 22 21 20 N I p Q 19 18 17 16 26'4261117' 17' o+ z+ N N z± N _ � Li tri ��'' � go z o z 26' 26 1.1(f) N N cn 26' 2 a ac3 �j g _ O �j O J Cn + to O H F- N N ' o �� 16 " I-� X15 I 4 13� Z+~ I Lo ZN ~" 17' - -- -- 17'i 7 NN 17' 7' �� I g � 1 8 z I z! a Q + I co z'n N rn o- N z a s U o 17' -- -- -- -- -- -- -- -- -- -- -- __ Z 5' aQ I ¢, �F + QM + + + z� bo ¢ of W co 1 I -- I i O Q � {- Cr O N " I N X O M M Q D+ N+ 8' - W Q d^' 6 �� oN o + 1 I ¢¢ I ov~i 'n o I 1 s' 1 1 3 1 M+ 2/ g� 19.50' N MN U) En N M LOT CC W a LOT DD .'. Q Q O N O¢ z Q N I W O~ N - O H N (n N N N � S00'3 '43"W RAD. 1 ' - ------ - - _ _co 1 S77'24'23"E 6.12' - 18" DRAIN _ _ d INTERSECTION - �, N N -- - r yN 6's \�8s _ o �' O,p� l� r STA. 10+00.00, C.L. S8639_39"E 1� 137.35' mi I Ir , - - _ - - - - I - - - - - S� 2917"E coN 1$ DRAIN ^ 147.46'.. _ _ S89'1 8"Ep 18" DRAIN `o' 197.64' J S89"19'48"E `� 18" DR�IN 231.50' �'� y • "' S89'19'48"E '� N - - 24" BRAIN 279.03' z o - - N S89'19'48"E - '� 24" DRAIN 35.77' SF S� S89'19'48"E 24" RAIN M W I 86'36505"E �g"SSEWER - - - - - - �.�i _ --1�6� - - $ - - $ -- - - D 1$ D - - - - - $ - v=i n u L1 272.87 - - g - - - - - - gg - 18" DRAIN _ _ $89'1948E 8" SEWER 205.17' $89'19'48"E 8" SEWER 241.' _ S89'19'48E N 8" SEW 275.70' S $89'19'48"E N 8" SEWER 154.51' $89'19'48"E S "SEWER 189.25' S $8919'48"t 8" SEWER W co o -' rn o -- - - -- - -- -- -- J , ciJ II - -- - I -- -- -- - -_ - -- -- - -- - -- I- -- -- -- -- N -- ---� O N n �'•• I U 1- O J J ( ~� -- I ( J N II I Z J Cn ri Lo I I pp , C> N J O 1 w Of F- U ,.: 1- U J H ~ O Z f- co H H F•= Z U H t- H p F' F= U __ U 0 OUN `- ,� I No co ,.� Mo a ^ 1 IN C` 1 c' U c , o NC:) d o o C` o Oo o_ .r�� rr � ON ZNwtrite w <r i o� o I 1 1 pN 1 I o 1 Z 1 O C7 tp t� O n N Co N O O O O O N I ¢ I Otr� O O O O Z O O N O O I O p II + s N F to N J i� J �"� 1 t(j 00 O O O N Q N O O 2 U W Z Z >- + N I� c0 00 00 W 0o co J 00 OD 00 00 to aD O ao ao O oo U d J W rn rn z j o N O tri N_ tr o c 1 to o 1 o M I 1 o I U cv w t o 1 w o 1 o a , i= �, 0 Z N o 0 W �, J JW LOT CC Q NW Q O Q J IM N N' (1 Z W+ Z . W O +c Z W M j + O Z W J Z Z J 8 J W + 1i�J1 I J N O M N N O ?� Os N N O J N �A N N N N N N N Z I� W O O 3 O O N C3 VVV = J o U (n C.) N 00 ^= W U (n g++ Q z^ " W 10 oM 11 12 ^W N m� ( 8 o�W ( EE_-1oJIIW o I wt,,�� Z��, 0 W u �; o+ _��Mz�� O O J I W N + 00 g Q J O� Cn `- �' + sF O J Z J d' 00 F- - N -t m N W N Q W m�� 1 Z� �, ; ,_�� ,�Q J �QJ� 1 __�� z�W i 10 1 11 IzQ 12 1 13 �' , o�� 14 1 15 �Q z¢ �,�, 1 Co Cn 1 U ¢ N O Cn a0 to co co O J CA O N M d• t0 g O I� cfl n g- co 2 6 =+ I -I- O U 0p [D 2 Z 1- d J M H O r N d d to M w rQ-� 25 �a ¢ loomcli IQ ^^ + l iw LO,i c~n + t + Z � O cnQ q + I +• N Q N� N N 'I" I + I + I N + d o0 1 + i a Coto _+ I + to to p Mr'`i I �f z of c�i w z z ,- 1- a �% /v (n NN V Q�af I N O + I Q g N+ g �� ^ �� m New CD (D++ " dig! NN N " Of O M+ r NZ I N x � Iii Q N I I 'Q ~ I "i afP I U t- V) ta- I I F¢- I ta- NN I la- I �i QQ F- af I o� 1Q I r- ii N N¢ w �1a- I �- aw N N N N N w 1-1- N N 1■ QQ N N I NN I 1 vwi i I N to NN v Q�o� I i 1 w �� I I N NN t vwi U) U) 1 O Q� i N NN I I I t � m UNIT UUNT 4 NOTE: UNi 1 2 LINC NSHIRE DRIVE ALL UNITS TO BE BUILT (PRIVATE STREET) SIMULTANEOUSLY. ACA E: 1" 00) 0 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 272.87 LF OF 8" SEWER ®0. " L 05.17 OF 8" SEWER_ ® 0.35% INSTALL 241.48 LF OF 8" SEWER ® 0.35% t _ INSTALL 275.70 LF OF 8" SEWER @ 0.35% I INSTALL 154.51 LF OF 8" SEWER ® 0.35% I INSTALL 189.25 LF OF 8" SEWER 0 0.35% 1 3 � 3 O W N W W N WZ Z .2c)0203 Z _10 _.00 Z JOD rp WU> W Uj Uj W >: >: J ^z -Z J -z z 356 35413 352 350 348 346 344 342 340 338 M INSTALL N 18" RGJ-RCP 0 2.869 N soc 0 6.58 W 03 J O 3 Z 1 3 WLa1Z N LJ WZ O _ a co O �� co = J Z OD c0 Ujj Z Q Z U j >z U.J. Uj Q _z g ZZ �r-- 10mlimm INSTALL 25.52 LF OF 18" RGJ-RCP 0 2.869 1- soc 0 6.58 W Z J Z w Z M ZW co U W04 W I J Z _2 = C3 j N N i _Z N- NaD J = C3 j = C3 j I Am 358 a° _I •-- co 1 358 N-,., r insif, N N Uzz - "o to Z �co0 Q M to 1-, I--Oco 56 , > > 356 _j 350 uj NNN CIE OMM -4. coo co NW cnW Z c3>:358 358 j o: =+ N 354 + N - 354 350 U M I tr ropo �0D 52 �T `IJ0 352 Q j- j j j= T"^ 356 rr _ W 350 NWW W NW 350 N tt 0 348 C.) U ¢w ~ J 348 354 a INVER 18" DR 346 346 3 CD Q 1 v. s" s wER �N 344 LLEV. 4 344 SECTION SCALE: 1" = 50' HORIZ. 9 �s 1" = 5' VERT. 352 • 0 a 0 a i •o 350 350 348 348 346 ERT 346 INVERT 18" RAIN 8" DRAT 344 344 I V. 8" s WER 342 ELEV.42.1 342 SECTION C SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT. Em.1111111mmmol ONEENNEENE MENEENEENE 1�1111mmmmin.me Immillmll m 111 m m Mo. Ill. wo ROME at Arm MISS IBM MIE mollErm , moll m m MINE Mmmimm, l&6'wmm il I Imlo R n miall "!!!m E mmomilmmmmmimmmmu- mmillimm m OMNI W� 10 N M 1 W O 00 Z z rn Q K5t` M M afo j N n W INSTALL 22.42 LF OF 358 356 354 352 350 348 346 344 INSTALL 25.52 LF OF 18" RGJ-RCP 0 2.869 1- soc 0 6.58 W Z J Z w Z M ZW co U W04 W I J Z _2 = C3 j N N i _Z N- 358 356 354 352 350 348 346 344 356 354 352 348 346 C ON A SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT, 11 3-1 N I W M 1 Z O Oo Z � z vS- z 00 N tri to O +OfM g O Fa J N NW 0.20% INSTALL 25.52 LF OF 18" RGJ-RCP 0 2.869 1- 18" RGJ-RCP 0 6.58 3 a W z J `� M w Z M ZW co M W04 W I C3>: OZ m Z O z Z M O In Z 00 Z NaD J = C3 j = C3 j I Am 358 a° _I •-- co 1 358 N-,., r insif, N N Uzz - "o to Z �co0 Q M to 1-, I--Oco 56 , > > 356 _j 350 uj NNN CIE OMM -4. coo co NW cnW Z c3>:358 358 j o: =+ 356 354 352 348 346 C ON A SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT, 11 3-1 N I W M 1 Z O Oo Z � z vS- z 00 N tri to O +OfM g O Fa J N NW 0.20% 12 13 M 3 M W O Z J = C3 j z to M Q r7 N cr O 0 MM g� N NW ALL 147.46 LF OF 18" RGJ-RCP 0 0.20% INSTALL 197.64 INSTALL 22.42 LF OF INSTALL 25.52 LF OF 18" RGJ-RCP 0 2.869 1- 18" RGJ-RCP 0 6.58 3 a W z J `� M w Z M ZW co M W04 W I C3>: OZ m Z O z Z M O In Z 00 Z NaD J = C3 j = C3 j z 358 a° _I •-- co 1 358 to-- Z UZ N N Uzz C3 >: "o to Z �co0 Q M to 1-, I--Oco 56 , > > 356 _j 350 uj NNN CIE OMM -4. coo co NW cnW Z c3>:358 358 j o: =+ N 354 + N - 354 350 U M I tr ropo �0D 52 �T `IJ0 352 Q j- j j j= T"^ 356 rr _ W 350 NWW W NW 350 N tt 0 348 C.) U ¢w ~ J 348 354 a INVER 18" DR 346 346 3 CD Q 1 v. s" s wER �N 344 LLEV. 4 344 SECTION SCALE: 1" = 50' HORIZ. 9 �s 1" = 5' VERT. 352 • 12 13 M 3 M W O Z J = C3 j z to M Q r7 N cr O 0 MM g� N NW ALL 147.46 LF OF 18" RGJ-RCP 0 0.20% INSTALL 197.64 INSTALL 22.42 LF OF INSTALL 38.13 LF OF 18" RGJ-RCP 0 -0.18% 18" RGJ-RCP 0 2.869 - W ' ' 3. 3 a W z J `� M w Z M ZW co Lo I N C3>: OZ m Z O z Z M ZW N Z NaD J = " ao C3 J � z ao -j •-- N a° _I •-- O N z tri- to-- Z UZ rzz Uzz C3 >: "o to Z �co0 Q M to 1-, I--Oco of O c6 of n t6 tr) of 7 tr) 00 1Y _j 350 tf M NNN CIE OMM -4. coo co nr Z c3>:358 358 j o: =+ N � + N - NWW 350 U M I tr ropo �0D tOM m ri� `IJ0 356 Q j- j j j= T"^ 356 W (n NWW W NW ~ `- N Z� 0 C.) U ¢w ~ J 354 a LL, 354 3 CD Q �N a 352 0 �s 352 0 a 0 a i •o 350 350 348 348 346 ERT 346 INVERT 18" RAIN 8" DRAT 344 344 I V. 8" s WER 342 ELEV.42.1 342 SECTION C SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT. 14 1 16 17 18 19 20 21 22 23 - W ' ' 3. 3 a W z J `� M w Z M ZW co WZ N c3>: C3>: OZ m Z O z LJZ Z Z J 00N ZN� Z NaD J = (3 >: = J = Uzz J Ujj = Ujj g z tri- to-- ZZ � ao-- rzz Z N M 00 Q CVMO Q to Z �co0 Q M to 1-, I--Oco of O c6 of n t6 tr) of 7 tr) 00 1Y "I- tr) o6 350 tf M nMM OMM MMM of O) j Cr j j wj j o: 3 N r¢ -J NW N t -JJ O NWW N F -JJ // N NWW NWW INSTALL 6.12 LF OF INSTALL 6.12 LF'N RGJ-RCP ® 1.63% 18" RGJ-RCP 0 1.63% g - Qaw odwo�ia-•� o c~iw v~i Q N W CL 3 W ' ' cn w M , a W z J `� J `- M Cn C¢O d>; = c3>: C3>: OZ m Z O z Z rri - W 1- o z nM Q 1- o 4cN W Oo 0 r.M J -*of af tomM J c0m Z +M O -I-rotc)n z +M U) Lu Cl NW 356 356 354 354 352 �h ' " 352 s� � •s 350 �� 350 3448 IN RT "12IN RT 18" DRAIN 18" RAI 346 < 004 7 1346 SECTI D S : 1" = 50' HORIZ. 9 1" = 5' VERT. INSTALL 25.78 LF OF ov 18" RGJ-RCP ® 0.35% CL 3 3 INVERT w M , a W MH Z M Cn CATCH BASIN O Z 0 a Z Z 1" -j- GI = U > J� W W � Z Z Z_ N00 Q 00 _Z tnN Q Z 0 o c6 o +po � m to M on g g to M M21 354 O QW O QW • N N W J N54411. 1NW 352 352 -- D rr rr �s 354 352 � 350 CONSTRUCT CATCH BASIN "A" 350 52 " 348 18" DRAIN PER DETAIL ON SHEET 1. 18" RAIN 3 350 `' 1_j Q - 350 SCALE: 1" = 50' HORIZ. tr C:) „ `IJ0 rt r� N' W V 346 INVERT 346 13" DRAIN 344 344 OV. 8" SOWER 342 LEV.34.92 342 SECTION E SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT. 1 INSTALL 6.00 LF OF INSTALL 6.00 LF OF 18" RGJ-RCP 0 18" RGJ-RCP 0 1.67% LEGEND: ov ?i CL d. I W INVERT w STORM DRAIN MH MANHOLE co 1 00 CATCH BASIN > = t3 >s C5>: o Z 1" to o Z st 00 Q __Z to N Oz to 0 O r- M h- 0600 W W Mod af O CDC606r-i O Z j dr7 Z d+ -M �Mrd')M t Z g j d' i¢ Cq OO -' jjg J J o � m NW N t¢- � 1a-- -Wi rnWWH � NW 354 ® 354 ' • 1� 0 352 352 -- D rr rr �s �� 350 CONSTRUCT CATCH BASIN "A" 350 348 " 348 18" DRAIN PER DETAIL ON SHEET 1. 18" RAIN 3 346 1_j Q .SEC ON F SCALE: 1" = 50' HORIZ. 1" = 5' VERT. LEGEND: ov ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB 1 CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE • TYPE "A" PER C.O.B. STD. S-7. 0 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 "A" CC TYPE PER C.O.B. STD. S-12. " CONSTRUCT GRATED INLET 0 PER DETAIL ON SHEET 1. C 07-lq -10 �1 TVK 24 358 356 354 352 350 348 346 344 J 342 340 338 0) 0 M F- CF) oz 0 of z LL_ t Q J J '1'U OMO W Q n J - W (D o ( �- (V X W Y Q m D �'-d ? -/,< f9A3 ° IN -1 SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHERE SECTION IS MOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WIIH .5.5 UNENINUb NEK L;.U.b. 51U. 5-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS - � UN6#SS OTHERWISE NOTED. w 0 r w z C -4O VV w w a 0 o z W k- m D �'-d ? -/,< f9A3 ° IN -1 SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHERE SECTION IS MOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WIIH .5.5 UNENINUb NEK L;.U.b. 51U. 5-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS - � UN6#SS OTHERWISE NOTED. w 0 r w z i Q 0 m cz 0 = • Vim/ V) WTTM zz>N z 0 CC • r� 0 6 CC " U) 0 0 Z C:) o `IJ0 W N' W V 0 (n Z 0 ' N J 0 C.) CD a LL, 3 CD Q �N a 0 0 a 0 U w z i Q 0 cz 0 = • Vim/ • WTTM zz>N O 0 CC • r� GCSowco) 6 CC " 0 0 Z C:) o `IJ0 �.� N' W V 0 (n Z 0 ' N J 0 C.) CD a 4 3 CD �N a 0 a 0 a i J I' SEWER CLEANOUT NO. STA. 14+53.06, C.L. .DOLT.= II STA. 14+53.06, S R o N � J ARROWBY ST. o II p�� O J N ONJ SEE SHEET 11 N o "" -� J o J �I J ,� N `-M j w o; ALLEY G O o o o O J I W win o ZJW I � "'�W �a Z�JWALLEY~� W CU N N N Z J W N ov)of N N W J Cn �I 2 00 Cl J 00 � W,� m ^W� I W r7 Mo Q o0 32 I (� 31 30 _�� N 29 , ,�Lo W ZI �� I I N I N Mrr+il M I M I Na+, U QKa 5'as d z� c� v~izo z O 2 I �� v~i � 1 N U-) � N ta- 1 w v� U'_ _ J - - --,— V) V) q INTERSECTION '11 T STA. 10+00.00, C.L. i ( S8845'1 8"E 8" SEWER s co 300.00' 8'45'18"E 6" SEWE 148.06' L1 S _ _ _ 18" S.D. 15 STA, 15+01.00, C.L. - - I - _ 2-11+00 - - - 1'+00 r 13+00 14100 N 1 — I — J -- -- -- -- -- La - J J 3 w 1 0CN o C> �o N s O O O O O �' O O co I Uuy I I IW M I M I co 00 M I I o �Z— I z 6' 26' J I I w co 22 ' 23 24 M I 25 ' 26 0 Q '= 0 3 --� 17' 17' Q I- ' 1 w GAN N + + + I ~0tn Q0 I J 'o W O 0 ARROMY ST. ALLEY "G" z o Q Q a Q � N •I•Lo SEE SHEET 11 SEE SHEET 11 o a �' �� V) N N dfl- N SEE EET 16 0 00 o u) V)rn TI BROOK DRIVE 358 356 354 352 350 348 346 344 342 V) 1 N W Z O Jmm Z W U» ZZ OJ O-- Z �mcn Cl Ui L6 O M M 10 II -JJ cnww ALL --I---_+—_,Jr4_--I-- 11 tJ TE FIN -8 SEWER 12 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 148.06 M W O JCOCO Z w U>> O OZZ 2 Od r- 13 INSTALL 36.99 LF OF 8" RGJ-RCP ®0.19% o N 1 SEWER 0 1.00% I N n1M� M Z II CV m _ p s co JMJ� Z Z U> CUWW> Z CJ> Z Z J Z Z �- M t('jWJ- � O CD U-) Q N Z O� 36.99' L2 JWO 48.13' L3 N0615'56"W 22.58' U) co, _ M U +`�N -� o +� M) 358 Z .�- F- N �QW : to R/W RIGHT OF WAY MM TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION OM CONSTRUCT SEWER PER CITY STANDARDS 356 CONSTRUCT SEWER MANHOLE �W TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. C4 V)Zo N ;w CONSTRUCT STORM DRAIN � 3 00 + TYPE "A" PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET _- 354 T CC C) Cc a O M 352 O o r 1� .0O » Q ^> tY m 350 •> .++- ,=:dcocoW m 348 I VERT .�. N W W i" SEWER U) W = loc VERT I 04 v/ (�% W t — 346 N DRAIN( ,w Liu3 Q J� 1 344 �U 0.2 a 1 N 342 APPROXIMATE FINI HED 340 338 14 15 • INTERSECTION n � n F- N�W o 0 0 Cl N O J c�0 d' d' d• 1� 4 W LINCOLNSHIRE DR.W dN �; �� `� 4 J `� Z JW SEE SHEET 9 0 M `� I M STILLBROOK DR. Z 3 co c o 6' 26' + M 1 0 0 �� Z�� ++ + N = ° N W 06 - LOT �� _j 21 I 17' , 7' 5 I /� F rn" U++ I 1 00 �` I `j' ±I N W H V I 1 a ^, Q 7j ' ; z¢ 5' I w IQ— IQ- cn Q v I I z 5'. cv~i i I I—� F U)uj V) I I -- --�-- --�-- -- -- -- 17' 17' -- - - -..-- W LOT BB 6' ' 26 LOT AA LOT CC co ' z I co 0 11+00 `� 1 +00 13+00 14+00 _ N ^ `� >-W OLL I� I oo S NO1'1 44 2"E ' "SEWER 263.50' - - 0 — N 74'42"ES 6" SEWER 118.50 15+00 _ - - — �� W `� a W J 4 fl pw �� 11 SEWER MANHOLE NO. 22LOT o v STA. 9+95.40, C.L. 39.74RT.= o °�'�No '� o0 0 STA. 9+95.40, SEWER L3 I C C I No �' 11 > N 2 4 I(c6 Ir w N 2 5 I "' 2 6 C" to 2 7 1 Y a18" DRAIN ' w �'-+- z -' 23_ z w N I NN 0 c0 I 20 Z z C>:w> IW cion _ I _ I o �+ , 1� W9 N N W Z D Om M 00 O mo Q ol �� = oo _Qmc� = m LoJ + Z ton + + �+ Z P (n N m +W CWSN m ++ro T N I (n LINCOLNSHIRE DR. Q CD M W M ALLEY "M" Q a ��Q� N ALLEY "K" SEE SHEET 9 d af a Lo U) a i d c i V V NOTE. ALL UNITS TO BE BUILT SIMULTANEOUSLY. INSTALL 48.13 LF OF 6" SEWER 0 1.12% 358 356 354 352 350 348 346 344 342 340 338 �Z C]W (W NN N OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO STA. 15+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 118.50 LF OF INSTALL 263.50 LF OF 6" SEWER 148% 1 6" SEWER 0 1.007 UNE TABLE I UNE BEARING LENGTH L1 S47'57'28"E 36.99' L2 S40'00'56"E 48.13' L3 N0615'56"W 22.58' L4 S39'51'41 "E 38.13' • INTERSECTION n � n F- N�W o 0 0 Cl N O J c�0 d' d' d• 1� 4 W LINCOLNSHIRE DR.W dN �; �� `� 4 J `� Z JW SEE SHEET 9 0 M `� I M STILLBROOK DR. Z 3 co c o 6' 26' + M 1 0 0 �� Z�� ++ + N = ° N W 06 - LOT �� _j 21 I 17' , 7' 5 I /� F rn" U++ I 1 00 �` I `j' ±I N W H V I 1 a ^, Q 7j ' ; z¢ 5' I w IQ— IQ- cn Q v I I z 5'. cv~i i I I—� F U)uj V) I I -- --�-- --�-- -- -- -- 17' 17' -- - - -..-- W LOT BB 6' ' 26 LOT AA LOT CC co ' z I co 0 11+00 `� 1 +00 13+00 14+00 _ N ^ `� >-W OLL I� I oo S NO1'1 44 2"E ' "SEWER 263.50' - - 0 — N 74'42"ES 6" SEWER 118.50 15+00 _ - - — �� W `� a W J 4 fl pw �� 11 SEWER MANHOLE NO. 22LOT o v STA. 9+95.40, C.L. 39.74RT.= o °�'�No '� o0 0 STA. 9+95.40, SEWER L3 I C C I No �' 11 > N 2 4 I(c6 Ir w N 2 5 I "' 2 6 C" to 2 7 1 Y a18" DRAIN ' w �'-+- z -' 23_ z w N I NN 0 c0 I 20 Z z C>:w> IW cion _ I _ I o �+ , 1� W9 N N W Z D Om M 00 O mo Q ol �� = oo _Qmc� = m LoJ + Z ton + + �+ Z P (n N m +W CWSN m ++ro T N I (n LINCOLNSHIRE DR. Q CD M W M ALLEY "M" Q a ��Q� N ALLEY "K" SEE SHEET 9 d af a Lo U) a i d c i V V NOTE. ALL UNITS TO BE BUILT SIMULTANEOUSLY. INSTALL 48.13 LF OF 6" SEWER 0 1.12% 358 356 354 352 350 348 346 344 342 340 338 �Z C]W (W NN N OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO STA. 15+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 118.50 LF OF INSTALL 263.50 LF OF 6" SEWER 148% 1 6" SEWER 0 1.007 LEGEND: Q I , I) CV N ZW N Z N Z co MH Z ci J0� Z �O O JO O Z ,o J UZZ J Z UZ W UZ = -� J C3 >: U Z ��to =1 5 0 �M Ori 70 �,� LEGEND: Q NCV CL I) CV INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX Ln 00 SEWER MANHOLE SCO Q - STORM DRAIN MANHOLE - EXISTING ELEV ELEVATION R/W RIGHT OF WAY MM TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION OM CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE ■ <t TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. --D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN U MANHOLE TYPE "A" PER C.O.B. STD. S-7. 00 + TYPE "A" PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET PER DETAIL ON SHEET 1. CC C) Cc a O M O o r 1� .0O » Q ^> tY m •> .++- ,=:dcocoW m .�. N W W U) W loc 04 v/ (�% W t — N N Liu3 J� �U 0.2 a N APPROXIMATE FINI HED O.M• r-- -- 35 ---- -- — — — ---- — — -- i 9 ( 1 I 1 V. 24" RAIN ........... I 6" VERT SEWER INVERTi Q I ' wlx f ' INVER U 6" SE R :31 c� :D LEGEND: N I ABBREVIATIONS 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 T 0 M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE ■ <t TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. --D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN co MANHOLE TYPE "A" PER C.O.B. STD. S-7. CONSTRUCT CATCH BASIN Lu TYPE "A" PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET PER DETAIL ON SHEET 1. 11 SECTION DESIGNATION: SEC11ON LETTER 2 SHEET WHERE 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. 13 14 1R 358 356 354 352 350 348 346 344 342 340 338 07-tY-lG 0 o'er 7`/Jr pp 3 °"'`7 Rr.Cu'm'D DRAWI.NG—] rn 0 M F 0) :D Q o z oro U 0_ d - Z wo a =, -I a �r LU U w00 W cp O V) v N 0_ w Y Q m to N cli 00 1�1 co to 6 z w o m Q N i= m mo w O U L aa3 .' N I ti N � I N v MM ' 4 W M� C _> U V r c m r 038 � LL L aa3 .' N I ti F_ llJ w Q � r c m r LL I 0 Z �i a r Z ■ <t F - • gr od co Lu O 4-■� � CC C) Cc a O O o r 1� .0O Q tY m ,=:dcocoW .�. loc 04 v/ CID t — Liu3 J� �U 0.2 a L aa3 .' N I F_ llJ w Q � = r c m r LL 0 L aa3 .' F -- J Cl O 00 LINE TABLE INSTALL 270.00 LF OF 8" SEWER @ 0.35% Q.O. BEARING LENGTH QP N01'32'12"E SEWER MANHOLE NO. 19 STA. 9+95.0 C.L. 5.00RT.= STA. 9+95.04, SEWER ► 80.58' L1 I I N0114'42"E 18" DRAIN t a N Z M S86-36 '05 -EI 8" SEWER F -- J Cl O 00 LINE TABLE INSTALL 270.00 LF OF 8" SEWER @ 0.35% LINE BEARING LENGTH L1 N01'32'12"E 22.42' L2 N5829'39"W 76.89' L3j N55'52'13"W 80.58' L4 I N0114'42"E 12.42' F -- J Cl O 00 Z Q N LINCOLNSHIRE DR. SEE SHEET 9 N O Z W O 0000 W UZZ 358 356 ss 354 352 350 348 346 344 342 340 CD O O UNIT 7 O Cl O O O�cMn O p O O O O O O N I) O M V3 M M J M M _1 M M J O J M J r` r ci � cv i.' r_ v Z cis? w � N N N Z N N }. N N Z Z J '"� ri ap > O o) c6 �vj r o6 ,.� o o) N r- w J a0 ► 5 t 4 ao I 3 ► i= rn M 2 ► 1 Q r n ap , co F rn -- m � ii rn I I 2 I ± I N I W M I Z 8 v+ I � i W N m r - =3i. W � 1 r r � T �'D ILOT AAI C=j�JN U) F F-ce U ►- Z N N cn = N 2L I L - - — — - - - — -- — - �I V) (~ co io 0 N 12+00 13+00 14+00 15+00 16+00 17 00 �' 8" EWER 160. i_ (o N0174'42"E 8" SEWE.K 160.97' N�1'14'42"E 3 8" SEWER 27.00' S N01'14'42"E i� N 1 `L2 18 DRAIN 0 II W II W 00 W Of p � p O O in, W o) p O O O p O p0 in, p -- - O N t!j d' O ?• N N O O O O M t(j d' ;t N N N a0 I'� I I O I 00 I 00 00 00 co a 00 00 M 00 F- F-- 19 �; W 20 �; 21 N) 26 I w �� 32 19 I 10 W �� I �) O I O N oo 17 = rnrn M o _ r26 � ; 11 1 12 CF; Lo Lo cq a > Q STILLBROOK DR. T — 7 PARKERHILL DR. + + N N SEE SHEET 10 uj N� cn N N N� N SEE SHEET 16 co En V) (n NOTE: RROWBY STREET ALL UNITS TO BE BUILT (PRIVATE STREET) SIMULTANEOUSLY. 10+00.00 TO STA. 21+64.77) SCA " = 50' HORIZONTAL 1" = ' VERTICAL N �V��T' J O�tn O O O O O C0 N ^�M M M M M O M") > "' J 18 OJIIJ cpo � d �c) M U _ U Z C W W to co N < n O of N W J + , to I , M LLj cli, N Q� �m a� w� 5 1 � 4► � 3 1 0 2 1 Zco Wm mM o mN ILOT AA;�N NQWz V) U) V) V) V) t= -- ZQ �Q�� O N C.0 N c_i' NZi - - - - - - - - - - - - - - - - - - - - - - 04 18+00 19+00 20+00 r `�' 21+00 1 22 pppp W = 8" SEWER S 305.72 N01'1442E 6" SEW. 12550 ' 6" SEW. ^ N N01'1442, E - r ww 108.70 L " L3 ¢ cn ip 18 DRAIN m -- -- LOT BB -- -- -- -- - -- -- -- 00 --- 6' • 26' O ocr_ Co —�— o _—� o a o C. 0� w 91 ► t o 1 0 ~ I o I o 0 1 0 00 p I 13 14 � Z JAI 15 I 16 z�Wi 17 I 18ZJ ' 17 CV I 1� O r r I n o t` n I CV I c0 io Z d' d• 17' �� Q 0) o Q "" o +� W NN LANESFlELD DR. �(�� + N o o N cv � cJ) ++ SEE SHEET 8 UNIT -Ice N NIQ- IQ• N N fQ- FQ- N NFa- n NN N (n V) Cn NN LF OF 8" SEWER ® 0.35% U n INSTALL 270.00 LF OF 8" SEWER @ 0.35% I O Oo 00 1 M 6.97% SD N o I o +, Z Q N LINCOLNSHIRE DR. SEE SHEET 9 N O Z W O 0000 W UZZ 358 356 ss 354 352 350 348 346 344 342 340 CD O O UNIT 7 O Cl O O O�cMn O p O O O O O O N I) O M V3 M M J M M _1 M M J O J M J r` r ci � cv i.' r_ v Z cis? w � N N N Z N N }. N N Z Z J '"� ri ap > O o) c6 �vj r o6 ,.� o o) N r- w J a0 ► 5 t 4 ao I 3 ► i= rn M 2 ► 1 Q r n ap , co F rn -- m � ii rn I I 2 I ± I N I W M I Z 8 v+ I � i W N m r - =3i. W � 1 r r � T �'D ILOT AAI C=j�JN U) F F-ce U ►- Z N N cn = N 2L I L - - — — - - - — -- — - �I V) (~ co io 0 N 12+00 13+00 14+00 15+00 16+00 17 00 �' 8" EWER 160. i_ (o N0174'42"E 8" SEWE.K 160.97' N�1'14'42"E 3 8" SEWER 27.00' S N01'14'42"E i� N 1 `L2 18 DRAIN 0 II W II W 00 W Of p � p O O in, W o) p O O O p O p0 in, p -- - O N t!j d' O ?• N N O O O O M t(j d' ;t N N N a0 I'� I I O I 00 I 00 00 00 co a 00 00 M 00 F- F-- 19 �; W 20 �; 21 N) 26 I w �� 32 19 I 10 W �� I �) O I O N oo 17 = rnrn M o _ r26 � ; 11 1 12 CF; Lo Lo cq a > Q STILLBROOK DR. T — 7 PARKERHILL DR. + + N N SEE SHEET 10 uj N� cn N N N� N SEE SHEET 16 co En V) (n NOTE: RROWBY STREET ALL UNITS TO BE BUILT (PRIVATE STREET) SIMULTANEOUSLY. 10+00.00 TO STA. 21+64.77) SCA " = 50' HORIZONTAL 1" = ' VERTICAL N �V��T' J O�tn O O O O O C0 N ^�M M M M M O M") > "' J 18 OJIIJ cpo � d �c) M U _ U Z C W W to co N < n O of N W J + , to I , M LLj cli, N Q� �m a� w� 5 1 � 4► � 3 1 0 2 1 Zco Wm mM o mN ILOT AA;�N NQWz V) U) V) V) V) t= -- ZQ �Q�� O N C.0 N c_i' NZi - - - - - - - - - - - - - - - - - - - - - - 04 18+00 19+00 20+00 r `�' 21+00 1 22 pppp W = 8" SEWER S 305.72 N01'1442E 6" SEW. 12550 ' 6" SEW. ^ N N01'1442, E - r ww 108.70 L " L3 ¢ cn ip 18 DRAIN m -- -- LOT BB -- -- -- -- - -- -- -- 00 --- 6' • 26' O ocr_ Co —�— o _—� o a o C. 0� w 91 ► t o 1 0 ~ I o I o 0 1 0 00 p I 13 14 � Z JAI 15 I 16 z�Wi 17 I 18ZJ ' 17 CV I 1� O r r I n o t` n I CV I c0 io Z d' d• 17' �� Q 0) o Q "" o +� W NN LANESFlELD DR. �(�� + N o o N cv � cJ) ++ SEE SHEET 8 UNIT -Ice N NIQ- IQ• N N fQ- FQ- N NFa- n NN N (n V) Cn NN LF OF 8" SEWER ® 0.35% INSTALL 160.97 LF OF 8" SEWER @ 0.35% INSTALL 270.00 LF OF 8" SEWER @ 0.35% INSTALL 305.72 LF OF 8" SEWER ® 0.35% INSTALL 125.00 LF OF 6" SEWER @ 0.50% INSTALL 108.70 LF OF 6.97% SD N ,n MH ' ' 17' 6" SEWER ® 0.50% I JUNCTION BOX N 1 N O I N M a N Z M cn a0 Z Cn J - 00 N m Z N Z W O 00 O J00 io C; z U J co OZ _i 00 z 00 Z 00 W J J Z U> W U» Z U> F- O U> D ct W UZ W U» Z O- OJ ,ZZ W .--- J „Z O Z .-- Z co Jcq JZZ 00 Z N0M0 Z CV O0i0 r--:coQ O O+ N OM m C7-__ Q 00m Q o)�e[i :41r -lo W Nrn m 10 11 12 LIN COLNSITIIRE DR. � a UNrr 7 M STILLBROOKDR . 26' 26 M 6.97% SD N ,n MH ' ' 17' Cl ~ Z I I JUNCTION BOX SMH 7 C5 I N a 18 Z a M 26' 26' w W T 0 Z n T O.M 363.22 tlYtl I TERSECTION 17' 0 °2 Z Lq I I Li '; � M rn I C5 S 0>: = ST 10+00.00, C.L.' 2 C) >: K o+ o C. I > + ► CONSTRUCT STORM DRAIN � Z I f Z . ¢a oa i ON NN M i Z M M zoo ( �o M 0; Q cjfONO'"I Q I W co p+^ z 8 OM ix M 13 M N + I M o a w ME N011442 E 11 00 18" DRAIN STORM DRAIN M.H. N0. 32 05.00, C.L. t I a4RP _o � ``' aoi STA. 10 w I< i z o0 o in CA a N (n ► rn = F- LLIN 356 > a w j O N I 1300 N l o I Z N MND M NWS I I ¢ o t 00 uj N N 354 I W w J Z o I 2u O Z� ^oI W) ► o f ,o Z N I t I 31 w o I� I l O N oll QXlh ATE CENTERLI AED E I N 00 (°Onl .00 W TO.y ALL1 G N * jm LJ LLj'j co I '3`s¢6 40� N fn N-1 A 4T Jj F -j 9 r1c 0000 STILLBROOK DR. cwn ww SHEET 10 ALL Y N" V) N 3:1 tX3 WGRAD (PRIVA APPROXIMATECENFINISHE `3s¢S T STA. 21+6 . 7; SCALE: 1" = RADE @ 1'p = 5' TI L .O.M• 3g T.0 0000 RLINED -- j — M — — — -- — -- -- — -- -- -- -- — — -- — M --— — — •00001 0� �( !� w 1 7 O Y cnmI000000 ��ew CL -.900 0F1 � T1 oop— C�1 INVER 6" SE I IN 6" SE R NVERT `4 oo 8" SEWER cv w = INVERT I 8 SEWER ' Z z oo 8" SEWER ^ - a d 1 m n to 0D mro co to m M 10 11 12 LIN COLNSITIIRE DR. � a UNrr 7 356 354 352 350 348 13 ¢ ; Z STILLBROOKDR . 26' 26 M 6.97% SD N ,n MH ' ' 17' Cl ~ Z I I JUNCTION BOX SMH 7 C5 I N a 18 Z a M 26' 26' w W T 0 Z n T O.M 363.22 tlYtl I TERSECTION 17' 0 °2 Z Lq I I Li '; � M rn I C5 S 0>: = ST 10+00.00, C.L.' 2 C) >: K o+ o C. I > + ► CONSTRUCT STORM DRAIN � Z I f Z . ¢a oa i ON NN w ^ QQI i Z M M zoo ( �o (~n 0; Q cjfONO'"I Q I W co p+^ z 8 OM + to NM N + I M o a w ME N011442 E 11 00 18" DRAIN STORM DRAIN M.H. N0. 32 05.00, C.L. t I z _o � ``' aoi STA. 10 w I< i z o0 o in CA N o N (n ► rn c o , z = F- ao 356 I'm a w 00 1 a co -►'2 W 17 CU N I 1300 N l o I Z N MND M NWS I I ¢ o t 00 uj N N 354 I _j I w J Z o I 2u O Z� ^oI W) ► o f ,o Z N I t I 31 w o I� I l O N oll Z n' W' I N 00 (°Onl .00 ■ 1! /► ALL1 G N * jm co I LINCOLNSHIRE I fn N-1 SHEET 9 r1c 0000 STILLBROOK DR. = V) SHEET 10 ALL Y WEEMENS (PRIVA STREET) (STA. 10+00.00 T STA. 21+6 . 7; SCALE: 1" = 50' ORIZO AL 1'p = 5' TI L 356 354 352 350 348 13 ¢ ; Z STILLBROOKDR . CL a 0 SHEET 10 6.97% SD N ,n MH J o t W INSTALL 251/1'\018- RGJ-RCP 0 0.48% JB JUNCTION BOX SMH N C5 I N o = r--:- Z a M 26' 26' w W T lJ M =cJSLov T O.M 363.22 I S '13' 17' -j z ao 21 S 0>: = f Uj 2 C) >: j 0 CONSTRUCT STORM DRAIN � Z ^ o l p TYPE PER C.O.B. STD. S-12. i Z M M zoo I �o + ao I 0; Q cjfONO'"I Q I W co p+^ z + to OM + to NM N + I M o a w ME V) v~iw cn V) w GRADE ® CENTERLINE N N w . P I � O 00 w O i z d ui CA N o N (n i W O N W Ncn 356 I'm a 251.9 1300 z OfI I ¢ o t y5' 354 I _j I < I 2u O Z� ^oI �I 9 352 I 31 w o I� MWEENNIN I Z n' W' 18" 1 00 (°Onl .00 I co I I I fn N-1 r1c 0000 STILLBROOK DR. = V) SHEET 10 INSTALL 25.52 LF OF ABBREVIATIONS CL 3 18" RGJ-RCP @ 6.97% SD STORM DRAIN MH N t W INSTALL 251/1'\018- RGJ-RCP 0 0.48% JB JUNCTION BOX SMH N `o N 3 Z a M � w EXISTING w W T lJ M Z T O.M 363.22 to N S z 00 z ® -j z ao TYPE "A" PER C.O.B. STD. S-7. S 0>: = U j Uj 2 C) >: j 0 CONSTRUCT STORM DRAIN Z MANHOLE TYPE "A" PER C.O.B. STD. S-7. Z pN p TYPE PER C.O.B. STD. S-12. Q OQU) M M zoo Q �o of r -z of 0; Q cjfONO'"I Q mOcM m W N [� � O + to OM + to NM o dw o e w APPROXIMATE FINISHED o a w ME V) v~iw cn V) w GRADE ® CENTERLINE N N w . 1O 8•• SEWER 11 12 356 354 352 350 348 346 344 13 14 15 INSTALL 6.00 LF I ALL 6.00 LF OF 18" RGJ-RCP 0 1 18" J -RCP 0 1.67% z ABBREVIATIONS CL 3 INV INVERT SD STORM DRAIN MH N t W CATCH BASIN JB JUNCTION BOX SMH W `o N 3 STORM DRAIN MANHOLE EXIST EXISTING 00 z 00 Q T O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S J •- ® -j Lo TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT Uj 2 C) >: j 0 CONSTRUCT STORM DRAIN Z MANHOLE TYPE "A" PER C.O.B. STD. S-7. Istr CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET �o zoo �o .ef Q N Co Q CV to W N [� O + to p + to Z + M W M .„ ME N M M� W O Z . m- -of Z Q a w O ilmd ,>,, of ui MERE-= N N W O N W � cl)cli 356 I'm a 356 0 354 0 U 354 < 352 FRIVIllim1 9 352 350 MWEENNIN 350 18" DRAIN 18" 1 RAIN 48 348 WEEMENS MENEEMEN 1O 8•• SEWER 11 12 356 354 352 350 348 346 344 13 14 15 INSTALL 6.00 LF I ALL 6.00 LF OF 18" RGJ-RCP 0 1 18" J -RCP 0 1.67% 346 m SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 16 I 17 18 19 20 LEGEND: z ABBREVIATIONS CL 3 INV INVERT SD STORM DRAIN MH N t W CATCH BASIN JB JUNCTION BOX SMH W `o N 3 STORM DRAIN MANHOLE EXIST EXISTING 00 z 00 Q T O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S J •- ® -j Lo TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT Uj 2 C) >: j 0 CONSTRUCT STORM DRAIN Z MANHOLE TYPE "A" PER C.O.B. STD. S-7. Istr CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET �o zoo �o .ef Q N Co Q CV to W N [� O + to p + to Z + M W M .„ N M N M M� W O Z . m- -of Z Q a w O ,>,, of ui O N N W O N W � cl)cli 356 a 356 0 354 0 U 354 < 352 9 352 350 350 18" DRAIN 18" 1 RAIN 48 348 346 m SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 16 I 17 18 19 20 LEGEND: z ABBREVIATIONS 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 T O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. --o CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. Istr CONSTRUCT CATCH BASIN "A" TYPE PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET no PER DETAIL ON SHEET 1. 358 356 354 352 350 348 346 344 111111 (n w 340 21 22 cl 67-14-40 L r�s 1�,�� oriLI rn O M � Q � owe z o Q J W Q W cX) o J r r. W CSJ cfJ o U) N fY W Y Q m to O N 04 00 \ (DL0 6 Z w m V a 0 F- m LdQ N } m m o W Y Q W � x V SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE 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. i IN t,2)` R "'0" D R v v VIVID Q 0 r z 83I NN83 1100(11: N W o ., J J _> U Lb Q 6 Z V W m �•7/ LL 0 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE 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. i IN t,2)` R "'0" D R v v VIVID Q 0 r z IW r =12 �1 m m LL 0 GCS ■ to U) W cm + z a: Q - � 0 c m Lo m .ef Q Lu O 3 cc O W O .„ M� W O N r - ui � cl)cli a 0 L 0 U V z IW r =12 �1 m LL 0 GCS ■ to W cm + a: Q - � c m m .ef Q Lu O 3 cc O Lu O .„ M� W O N r - Z � cl)cli L 0 U < IW r =12 co m LL 0 UNE TABLE LINE BEARING LENGTH L1 N55'52'13"W 80.58' L2 N01 *14'42"E 12.42' v — �w 4 ABBREVIATIONS N0114'42"E SI J O INVERT SD O MH MM NI . - d JB J F- sY I'nL1 U Jp 00M O M H p 18" OJ N 0 �:/ M j O J NJ 0) M + Z C3 n w N J �w -�� M O co w N d - Q I ti N _FLOTAA:.' NSW Qua N �z N I � v~izo M -- --- N ^ J 22 00 C..> 23+00 v — �w 4 ABBREVIATIONS N0114'42"E SI 8" SEWEf io INVERT SD �T ,(J,y��] MH MM NI . - d JB F- O of I'nL1 m t� p p 18" DRAIN 0 �:/ O O O 17' O prj M �,� II :t O o M M O -1 M M J M L2 Cn M J cd N C..> O M Cn M co Z5 �7 O_ CP � 0 I (A O � st ON W Lo z 0 Z Z i"- tom fid^' r- m N �+ + ' m Z Jw �Uco + 23 zQ + 24 25 17' MARSDEN ST. i Q �w + 26 M N I z°occoocou I + LANESFlEU) DR. W co co "'o N , SEE SHEET 8 N N �' + ~' N N toN Cw FW- N z - Q F- (n - cn 35¢ FQ- N 3 QQ �Z N H N W N Z IU- 3 U L� W N Q W Cr N I Q �— Cn Cw N N J C3 Q � O Z co m N 358 356 354 352 350 348 346 344 340 :1. � I M 19 + M � N V) N01'14 42 E ' N01'14'42"E '8" SEWE 205.1' N01'1442"E 8" SEWE 100.00' N 6 SEWER -- -- -- -- -- __ LOT BB LOT CC Lo iffr- CD co s16�M�W�15' �14� �13CMjx�12� �11C 0C) ' Z X13;1 ' 2' I 26 o _j 1 I of IU U) Z U N = Co ao I 17' 17' o^ of I N I I o + + + MEDAWON DR. n Q N N �6 V� �T 5 N N ' N N SEE SHEET 14 N Lo Lo `o co 6 Vr Q L�ri.1 N Q C�Li'1 N N to N N N N N N W f- F-- V) V) N N Cn cn 07 I CD O 28 M N 304 -1 -1 LC J O O M Lo C) Lo + O M .i 0.0 4 ABBREVIATIONS N0114'42"E SI 8" SEWEf io INVERT SD �T ,(J,y��] MH MM CB d JB F- O of p SCO t� p p I CAD p■ 0 �:/ O O O Q� N O prj M �,� II :t O o M M O -1 M M I Z U(n M ' Cn M J cd N { M j J II O M Cn M co �8 �7 U Z 17' 1117' ^ ^ ^ a _ W G z 0 Z Z J UJw + N r- + 20 I + 21 I + 22 I + 23 + 24 25 + MARSDEN ST. i Q �w + 26 M N I N I + N I N , N , 35 W O I m �' + ~' N N 3S¢ Cw FW- N z - Q F- (n - cn 35¢ FQ- N ;q N H N W N Z IU- 3 U L� W N Q W Cr N I Q �— Cn Q F- N - - - - - - - ~ - (n - - - - - - - - - - - - Q C4N - - La Q CL NZO - - - - - - +011 25+00 APPROXI G 26+00 N ^ .n 27+0 28+00 I 29+00 N01'14 42 E ' N01'14'42"E '8" SEWE 205.1' N01'1442"E 8" SEWE 100.00' N 6 SEWER -- -- -- -- -- __ LOT BB LOT CC Lo iffr- CD co s16�M�W�15' �14� �13CMjx�12� �11C 0C) ' Z X13;1 ' 2' I 26 o _j 1 I of IU U) Z U N = Co ao I 17' 17' o^ of I N I I o + + + MEDAWON DR. n Q N N �6 V� �T 5 N N ' N N SEE SHEET 14 N Lo Lo `o co 6 Vr Q L�ri.1 N Q C�Li'1 N N to N N N N N N W f- F-- V) V) N N Cn cn 07 I CD O 28 M N 304 -1 -1 LC J O O M Lo C) Lo + O M .i 0.0 4 ABBREVIATIONS N0114'42"E SI 8" SEWEf io INVERT SD STORM DRAIN MH MM CB N JB �d 00 0 (o 0 SMH H SCO t� -- -- I CAD M O ELEVATION O O af 00 :t vi O ® O Co TYPE "A" PER C.O.B. STD. S-7. 00 to�zZ I Z U(n od N ' cd N ' od N ' cd N 26 I 26 J�;�;c9 0 MANHOLE TYPE "A" PER C.O.B. STD. S-7. MUM �8 �7 �6 17' 1117' ^ ^ ^ a PER DETAIL ON SHEET 1. W G o A nN < ++ + N + N + M + M N co Lu MARSDEN ST. of �3' J � SEE SHEET 14 w � � N cn N N N NN ROWBY STREET (PRIVATE STREET) 116 (STA. 21+64.77 TO STA. 31+89.72) �t-mss SCALE: 1" = 50' HORIZONTAL 1 INSTALL 100.00 LF OF 1" = 5' VERTICAL 6" SEWER 0 1.00% INSTALL 205.11 LF OF 8" SEWER ® 0.3 _�_ INSTALL 300.00 LF OF 8" SEWER @ 0.35% NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. LF OF 8" OAKLEY ST. SEE SHEET 15 m W Q W N I I 00 O ' I � � I00 co z- 0.00' 18i 16.93' v ill 2 FL.► �RSECT7ON STA. 31+gg 7 2. C.L. 1� S A31 MANHOLE NO. 35 STA. 31+737;' S50ORT._ wt I 3 z OAKLEY ST. SEE SHEET 15 Cn M N W N Z pe) Z M Z O GO a0 F S JCO� J� O JO Z V» Ujj Z CULLJj Z �ZZ J p>Z J Z = ^MM co 00th = �� p Z Ihrn� Cf)oqrl�Z ^0 Z p6m 00 s �-4 cli Lam. 4!silq LJ n W L•t Lo Ck 1/ 28 VIQw �(nW LEGEND: 4 ABBREVIATIONS CL CENTERLINE LrcsM INVERT SD STORM DRAIN MH MM CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO NM SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION NM 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 » MANHOLE TYPE "A" PER C.O.B. STD. S-7. MUM CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. '�' > a PER DETAIL ON SHEET 1. W » Jct' APPR XI A nN H co jLa Q J O Lu w �3' J cc 35 g cn W c~i� w w N N 3S¢ Qi `° o 35¢ TO ;q GRADE CENTERLINE U� 8 GCS D La J APPROXI G ATE FINI ED 0 a 0 TQM. a' I TOM — TQM. 35 T -T — — — — — — — — — — — — — — — — — — — — — — %lb— — — -- O'y— — -- — — — — — — — — — - 1.00 N op W YI _ W oor� INVERT Z'6" SEWER'000 IN R1 t I �I 8" SE R N RT 8I EWER N rn w 0o c" IN RT o C3 w o °O 8 EWER U cI Z Z Z - U N M (Oil Q Lam. 4!silq LJ n W L•t Lo Ck 1/ 28 VIQw �(nW LEGEND: 4 ABBREVIATIONS 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 T M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 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. MUM CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. CONSTRUCT GRATED INLET a PER DETAIL ON SHEET 1. 30 31 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE 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. 32 358 356 354 352 350 348 346 344 342 340 07-lq-1(# uv,x-m ;(�j7 00L7 O r -O 7•/J' f,)P 3 0OLI - nom;: rni,z,51 ��v � RECORD DR—AVANU� rn 0 M M I- � Q d- 0 cr -t z 0O I 4 J J Q - 4-W U v) W � n w o oco V) N of W Y Q m r 4 W aj W Nco N w Z0 IL cm r 4 W W W N N m IL cm Z O• GCS 0 000 oc P + z W co > W • O RSGcocn co O Lu w cc N m N N Qi `° o Q ;q F Q U� 0 GCS D 4 W W W N N ~� IL cm Z O• GCS 0 000 oc P + W co > W • RSGcocn co O Lu cc N m N N Qi `° o Q ;q Z U� 0 GCS < J 0 a 0 a' I f - W W W N N LL 0 SEE M N 0 Z w Z J O co J UZ 358 06 356 35 352 350 348 346 344 342 340 4- ,L. M N W M a r J O J Lq *c0 -31 N C DR. o(p U Q M ALLEY , M 9 M O N''7 J sMs O �- J O O O 00 O CU O O O O O O J M J Z M N O Z U1jw r 0 w Z C) :r v _i d.1 20 Z W J J 00 o D N W � L; 30 129 N 28 03 rn U) N w Z+ I i� Z+ M , 06 , Q O I cDO LOT ' =+WN I I Z� N I N I M ZrnI d+� 10- .�-- Q N Z H O+ O Q g w C1 V) , O N Q Q Q m M � Q Z L-Q�- �W2 Enzo cn (n ZN,�5' c9 F- 11+�00 _ 1g" DRAIN 12+�00 _ - _ 13 00 _ - - _�+00 - __ 1-04 7T 6" SFSWER m 1n -N6114'42"E '� S 6 SEWER co S 5 300.00' N01'14'42"E 115.95' JN N01'0717 E 19 DRAIN 15 73 LOT - __ II CA Z Ih J U F- F O_ 1- U f- O w O w DD � ��o� =o 0 oN�� o =o D., I I 19O� �� z�l 1 �rn N I N O J3 I N zo I O°0t,�� y o a' o co ci I, I i ± Iii 3 2 I r�i w v CWn I of w� I 1- (3 N I N v 33M J 06� zU Z� z 00 Q� C14 to 11 zoa O] m V 0) cr 0000 N N Q �0 M N ,Q DR. I o ,°n' IoM w ALLEY a d° a ALLEY »N» N N N N NN �N N NN O O Q p 0 Q M Y z o 1- z o 1- TA w cn cn w z cn Cn JULESBURG STREET (PRIVATE STREET) SEE SHI N I 26'1 , Q ' 0 17 1 11 SCALE: 1" = 50' HORIZONTAL 117' 5' i (j INTERSECTION , sn STA. 10+00.00, C.L. I 6" SEWER 0 1.00% 12 ro SEWER DRP MANHOLE NOAP 23 N STA. 9+95.08, C.L. STA. 9+95.08, SEWSTORM N I Z ^ N Ciro 0o I Z DR IN M.H. .20, C.L. .00 STA. 10+0 NM w n U> 00Z 1- O d> .;Z o SEE M N 0 Z w Z J O co J UZ 358 06 356 35 352 350 348 346 344 342 340 4- ,L. M N W M a r J O J Lq *c0 -31 N C DR. o(p U Q M ALLEY , M 9 M O N''7 J sMs O �- J O O O 00 O CU O O O O O O J M J Z M N O Z U1jw r 0 w Z C) :r v _i d.1 20 Z W J J 00 o D N W � L; 30 129 N 28 03 rn U) N w Z+ I i� Z+ M , 06 , Q O I cDO LOT ' =+WN I I Z� N I N I M ZrnI d+� 10- .�-- Q N Z H O+ O Q g w C1 V) , O N Q Q Q m M � Q Z L-Q�- �W2 Enzo cn (n ZN,�5' c9 F- 11+�00 _ 1g" DRAIN 12+�00 _ - _ 13 00 _ - - _�+00 - __ 1-04 7T 6" SFSWER m 1n -N6114'42"E '� S 6 SEWER co S 5 300.00' N01'14'42"E 115.95' JN N01'0717 E 19 DRAIN 15 73 LOT - __ II CA Z Ih J U F- F O_ 1- U f- O w O w DD � ��o� =o 0 oN�� o =o D., I I 19O� �� z�l 1 �rn N I N O J3 I N zo I O°0t,�� y o a' o co ci I, I i ± Iii 3 2 I r�i w v CWn I of w� I 1- (3 N I N v 33M J 06� zU Z� z 00 Q� C14 to 11 zoa O] m V 0) cr 0000 N N Q �0 M N ,Q DR. I o ,°n' IoM w ALLEY a d° a ALLEY »N» N N N N NN �N N NN O O Q p 0 Q M Y z o 1- z o 1- TA w cn cn w z cn Cn JULESBURG STREET (PRIVATE STREET) O O N (STA. 10+00.00 TO STA. 14+50.00) Q ' 0 17 1 16 15 SCALE: 1" = 50' HORIZONTAL Z J J 17' 17 1" = 5' VERTICAL INSTALL 115.95 LF OF l , 100 LF OF 6" SEWER 0 1.28% -:o 6" SEWER 0 1.00% ( ro z Z O N I 0O 13' I z - ► , N I Z ^ N Ciro 0o I Z -i O Z J O 88' S ' '18"E 6.00 NM w n U> 00Z 1- O d> .;Z O o o O O N z z Q ' 0 17 1 16 15 O ^ 26' 26 Z J J 17' 17 z a ' o r.� LO l , w -:o W pry ( ro z Z O , I 0O 13' I z - ► , AMM 0 'o N I I Ciro 0o I >g Z U to 1n, 88' S ' '18"E 6.00 NM - 1 $. t- J 1nw 358 o 8845'18"E 6.00' '�� :� w IE1•i�� •»1 Q r - NAME 18" DRAIN S88' 1 45'8" 6.00' 1 ¢ INV INVERT SD STORM DRAIN 00 13' Z �C v MEDALLION DRIVE LLjW U) w �0 I v~i APP OXIMATE FINISHED 13+12.00, C.L. N t.W w I o vwi Q w 1~i> 13 NE co =� �L 1� � GRA E 0 CE RUNE Q� r� I JB JUNCTION BOX 33 T.0• ' z 3 O.M 7 T TpM I `�1 Loo zto 1 1 N c; ZIOn ,� 5 1 O LL, M O'1 ;_--_ SCO SEWER CLEANOUT -- I 1 6'o� 17' 17' cn V) ?o+ z�I I -_-J'l z+cl� °c w H �� 21 I 11 0 EXIST EXISTING w O 24 ui NESAELD DRIVE � ,� UP � a ELEV ELEVATION ALLEY 11 w INSTALL 28.50 LF OF SEE SHEET 8 t2 Nog I` <� Q ooc o MEDALLION DRIVE t 18 RGJ-RCP 0 2.15% 18" RGJ-RCP 0 2.15%I -- SEE SHEET 14 - v- INSTALL 12.00 LF OF 18" RGJ-RCP 0 0.58% Exp. 6 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION j 0 r 18" - - LO 6" SEWER ' F CAL\��P S CONSTRUCT SEWER PER CITY STANDARDS INVERT DRAIN O V s' W N 00 (n W N - i 00 ro Jr Z 00 _ J� 00Q O Jr z 6 SEWER Q �� z J CL� `,.► C.0 j z z > � N Z 411. 18" RAIN C3>; Z Z w 1 " DRAI i p,j 00 Z 00 O I co U NO ri o o r7 o^ J C CONSTRUCT SEWER CLEANOUT O W �- W e_ - 1 Ld z +� o 0+O-1Awo G0a +� moi z +�F J J I 3 OrIL� PER C.O.B. STD. S-20. W Q w �r� > z '-UJ z ^ > f „ - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ch Q INVERT "SEWER Q Qw o En ui 356 O aw�oln aw ;WJW cn 356 ¢ Qw 0 �W Q aw o cnW 356 ® CONSTRUCT STORM DRAIN tV N m 0 10 N In CO �oLo O M M f"JJ EnWW UNIT 6` 18 LANESFIELD DRIVE STA. 10+00.00, C.L. R -- Q STORM DRAIN M.H. NO. 42 STA. 9+95.00, C.L. 19 ESFIELD DRIVE �� I SEE SHEET 8 12 - , +M a� o� aw Z F -J wtn cn ui 13 14 5' I O O N z z Q ' 0 17 1 16 15 O ^ 26' 26 Z J J 17' 17 = Q 14 � a2 LO l , � �NZ+ O W pry ( _¢ z Z O , I 0O 13' I z - ► , AMM 0 'o N I I 0o I >g Z _ � " � 1n, 88' S ' '18"E 6.00 NM - 1 $. t- J 1nw 358 13 14 INSTALL 39.50 LF OF 18" RGJ-RCP 0 6.587. ai1' "� U) 9MEDAWON DRIVE z J SEE SHEET 14 1[) 00 ( O ^ 26' 26 Z J J 17' 17 = Q 14 � Ci i I z LO l , � �NZ+ ,3' 13 L 13+ ( _¢ z I od¢dI , I N N I S88'45'18"E 6.00' I INSTALL 39.50 LF OF 18" RGJ-RCP 0 6.587. ai1' "� U) +s z � 18 DRAIN 3 N w = + _ N0114'42" O z NQI'14� 1D 1+Pp0 18" DRAIN 2 U j _ CU j L 13+ UZ _¢ z 39.50 "i co o� o+to + 0 c0 0� O, - ice" _ 1 00 4 . 0 -- AMM 0 mm'l z >g Z _ � " � Odw 101112k NM - F- J F- 1nw 1n W t- J 1nw 358 o 8845'18"E 6.00' '�� :� w IE1•i�� •»1 Q r - NAME 18" DRAIN S88' 1 45'8" 6.00' 1 ¢ INV INVERT SD STORM DRAIN 00 13' Z �C v 18 AINof MEDALLION DRIVE 1nWW v I v~i fy- I 13+12.00, C.L. z J o 22 I o CB CATCH BASIN STA. o, 13 NE co =� �L 1� � I ' �+ J = Q� r� I JB JUNCTION BOX 33 z 00 w z I ¢ I `�1 Loo zto 1 1 N c; ZIOn ,� 5 1 O LL, M O'1 ;_--_ SCO SEWER CLEANOUT -- I 1 6'o� 17' 17' cn V) ?o+ z�I I -_-J'l z+cl� °c w H �� 21 I 0 EXIST EXISTING w O 24 ui NESAELD DRIVE � ,� UP � a ELEV ELEVATION ALLEY » w INSTALL 28.50 LF OF SEE SHEET 8 t2 Nog I` <� Q ooc o MEDALLION DRIVE t 18 RGJ-RCP 0 2.15% 18" RGJ-RCP 0 2.15%I -- SEE SHEET 14 - INSTALL 39.50 LF OF 18" RGJ-RCP 0 6.587. A L IVATE TREET) (STA. 1 00.00 TO 14+50.00) 358 356 354 352 350 348 346 344 342 340 J O U U J ~ 00 -i J J J Lq J 00 O O O M N� O O O O B CL CATCH BASIN NO. 24 N CV cli C4 w N cli c i c i 16 STA. 10+17.00, C.L.56.25LT. PAR HILL DR. o "' c c fl c Z W '� M M "' LANESFlELD DR. NORMAL F.L. ELEV.=353.08 SEE T 16 to to ,'0 U�I! ,� w vim' ,� ,� „� SEE SHEET 8 DEPRESSED F.L. ELEV.=352.91 26' I I z ►Q- � ,ono I N I 0O I L0 = o o I ( 00 I I "'o I w CATCH BASIN N0. 25 17 17 w Z "�' + + N aco M M I i I Cw 21 +� I I I++i I i I STA. 10+37.75, C.L. 14.50LT. , Qco 26 25 24 23 NN 22 21 20 19 NORMAL F.L. ELEV.=352.95 I I I .-.-I �¢ I I �¢- I FQ_ I io DEPRESSED F.L. ELE_V._=352.7 a 00 d �' N I N _ - - - - - - - N w I SEWER MANHOLE N0. 40 SEWER DROP MANHOLE N0. 38 w `'' _ _ � _ _ _ J� _ _ _ _ N N N _ _ _ _ N _ _ N _ _ _ STA. 15+77.00, C.L. 21.50LT.= it STA. 9+98.00, C.L. 21.50LT.= w 00 � STA. 15+77.00, SEWER STA. 9+98.00, SEWER 2 V' ,� _ 0000 C-- - - I co NO '42"E '� N '� 8" SEWER 5288.00' Iy�01'14'42"E" SEWER 5 291.0 ' INTERSECTION ,, 20 STA. 10+00.00, C.L. I vi I "' 5' ' I BEGIN 18" RGJ-RCP _ _ - 11+ - _ - 2+00 _ _ 13+00 14+00 _ _ 15+00 - J INTERSECTION STA. 10+37.75, C.L. 10.58RT. L = LOT C C W ^ I STA. 15+72.00, C.L. 18" D. Z I �'� STORM DRAIN M.H. NO. 40 1 ( _ _ Qo co STA. 10+08.00, C.L. 12.33RT.1 ' CID o ~- 30 -- - - -- -- - - - - - - -- -- - -- -- I z (^ 19 END 18" RGJ-RCP ,, I °D a °o'n C`i T F ,� r- ,. ci 26' 26' In I 'n rn M o I o I °' I o I o I 0 1 0 I o 0 17'' 17' , STA. 10+36.00, C.L. 12.33RT.I w LQ 0 10 N„ O o 0 0 0 0 o Q o N ,� IN �M> 11; 32 133 � i 34 �, I 35 � I 36 � I 37 L I to I 39 � 010 PARKERHILL DR. Q w co N u-, N C" Z LANESFlELD DR. SEE SHEET 16 = + o o+ + + UN 6 ± M �+ LO o cn SEE SHEET 8 NOTE: Q A w a- cn cn En d V) cn V U) v a 0 a N cn N N cn N cn Lj rr ALL UNITS TO BE BUILT azo SIMULTANEOUSLY. m MANDAL P A CE INSTALL 6.00 LF OF STALL 6.00 LF OF 18" RGJ-RCP ® 0.33% 18 J -RCP 0 0.33%-71 S E: 1" = 50' H ZONTAL N 1" = 5' VER AL oz'' y Z INSTALL 243.00 LF OF 18" RGJ-RCP 0.33% - SL -,c 1 I bl `1,15 _ w Zr.0 � N o = z ao J i ci d � gz z 00 a O NM ---II- U) Z z � N 3 N w d W st N Z Z O z = O co z 000010 p 2 U j _ CU j mg UZ O Z z goo z "i co o� o+to + 0 c0 0� O, - ice" _ �^ AMM O M A L IVATE TREET) (STA. 1 00.00 TO 14+50.00) 358 356 354 352 350 348 346 344 342 340 J O U U J ~ 00 -i J J J Lq J 00 O O O M N� O O O O B CL CATCH BASIN NO. 24 N CV cli C4 w N cli c i c i 16 STA. 10+17.00, C.L.56.25LT. PAR HILL DR. o "' c c fl c Z W '� M M "' LANESFlELD DR. NORMAL F.L. ELEV.=353.08 SEE T 16 to to ,'0 U�I! ,� w vim' ,� ,� „� SEE SHEET 8 DEPRESSED F.L. ELEV.=352.91 26' I I z ►Q- � ,ono I N I 0O I L0 = o o I ( 00 I I "'o I w CATCH BASIN N0. 25 17 17 w Z "�' + + N aco M M I i I Cw 21 +� I I I++i I i I STA. 10+37.75, C.L. 14.50LT. , Qco 26 25 24 23 NN 22 21 20 19 NORMAL F.L. ELEV.=352.95 I I I .-.-I �¢ I I �¢- I FQ_ I io DEPRESSED F.L. ELE_V._=352.7 a 00 d �' N I N _ - - - - - - - N w I SEWER MANHOLE N0. 40 SEWER DROP MANHOLE N0. 38 w `'' _ _ � _ _ _ J� _ _ _ _ N N N _ _ _ _ N _ _ N _ _ _ STA. 15+77.00, C.L. 21.50LT.= it STA. 9+98.00, C.L. 21.50LT.= w 00 � STA. 15+77.00, SEWER STA. 9+98.00, SEWER 2 V' ,� _ 0000 C-- - - I co NO '42"E '� N '� 8" SEWER 5288.00' Iy�01'14'42"E" SEWER 5 291.0 ' INTERSECTION ,, 20 STA. 10+00.00, C.L. I vi I "' 5' ' I BEGIN 18" RGJ-RCP _ _ - 11+ - _ - 2+00 _ _ 13+00 14+00 _ _ 15+00 - J INTERSECTION STA. 10+37.75, C.L. 10.58RT. L = LOT C C W ^ I STA. 15+72.00, C.L. 18" D. Z I �'� STORM DRAIN M.H. NO. 40 1 ( _ _ Qo co STA. 10+08.00, C.L. 12.33RT.1 ' CID o ~- 30 -- - - -- -- - - - - - - -- -- - -- -- I z (^ 19 END 18" RGJ-RCP ,, I °D a °o'n C`i T F ,� r- ,. ci 26' 26' In I 'n rn M o I o I °' I o I o I 0 1 0 I o 0 17'' 17' , STA. 10+36.00, C.L. 12.33RT.I w LQ 0 10 N„ O o 0 0 0 0 o Q o N ,� IN �M> 11; 32 133 � i 34 �, I 35 � I 36 � I 37 L I to I 39 � 010 PARKERHILL DR. Q w co N u-, N C" Z LANESFlELD DR. SEE SHEET 16 = + o o+ + + UN 6 ± M �+ LO o cn SEE SHEET 8 NOTE: Q A w a- cn cn En d V) cn V U) v a 0 a N cn N N cn N cn Lj rr ALL UNITS TO BE BUILT azo SIMULTANEOUSLY. m MANDAL P A CE INSTALL 6.00 LF OF STALL 6.00 LF OF 18" RGJ-RCP ® 0.33% 18 J -RCP 0 0.33%-71 S E: 1" = 50' H ZONTAL N 1" = 5' VER AL oz'' y Z INSTALL 243.00 LF OF 18" RGJ-RCP 0.33% - SL -,c 1 I bl `1,15 _ w Zr.0 � N o = z ao J i ci d � gz z 00 a O NM 10 11 12 358 356 4 352 350 348 13 354 352 350 348 346 Q 1 N W 00 O .00 oz �vz ooz Mix � Q M�NO,- Ld OMOO M+M> >:QIQ-HJO Of F -J NW N NWh-: O NW ---II- oz 11 Z 3 O^ Q N W Z �01�l0� N Z Z COJtO W O= 000010 p Jpp J OZZ Z �ZZ�Z Z UZ r -r- 1- cn 0 Q- O O- Q Coco in 0 c0 0� O, - ice" _ �^ AMM M mm'l > >g Z �> � " � Odw 101112k NM No F- J F- 1nw 1n MENEM t- J 1nw 358 '�� :� w IE1•i�� •»1 Q r - NAME MWAl"' U5 Q� ` INV INVERT SD STORM DRAIN �•-� Z �C IN 1nWW v I v~i " II..» N N w CB CATCH BASIN GRADE CENTER NE co ptf JB JUNCTION BOX ^ z R O i� SMH SEWER MANHOLE M (� Q Q O 10 11 12 358 356 4 352 350 348 13 354 352 350 348 346 Q 1 N W 00 O .00 oz �vz ooz Mix � Q M�NO,- Ld OMOO M+M> >:QIQ-HJO Of F -J NW N NWh-: O NW 354 350 348 346 (PRIVATE � � � 161 �S SCALE: 1" = 50HO NTAL " I 1 = 5 TIC INSTALL 288.00 LF OF 8" SEWER @ 0.35% INSTALL 291.00 LF OF 8" SEWER 0 0.35% ---II- oz 11 Z 3 O^ Q N W Z �01�l0� N Z Z COJtO W O= 000010 p Jpp J OZZ Z �ZZ�Z Z UZ r -r- 1- cn 0 Q- O O- Q Coco in 0 c0 0� O, - ice" _ �^ AMM M mm'l > >g Z �> � " � Odw Qdw O D: NM 0 F- J F- 1nw 1n I- J (nWf- t- J 1nw 358 '�� :� w IE1•i�� •»1 Q r - NAME 354 350 348 346 (PRIVATE � � � 161 �S SCALE: 1" = 50HO NTAL " I 1 = 5 TIC INSTALL 288.00 LF OF 8" SEWER @ 0.35% INSTALL 291.00 LF OF 8" SEWER 0 0.35% w M oz 11 Z 3 O^ Q N W Z ZW3 N 3 M N Z Z COJtO W O= 000010 p Jpp J OZZ Z �ZZ�Z Z UZ r -r- 1- cn 0 Q- O O- Q Coco d 0 c0 0� O, - ice" _ �^ AMM 358 356 354 352 350 348 346 344 342 340 CC D 4 4 I� oz 11 Z on O^ Q 10 t0 .�- 0 z Q stn OM z O Qw 0 aw 1- cn i--' J Z cn w w t- J cn w INSTALL 28.00 LF OF ,� O 18" RGJ-RCP 0 0.14% MMM O+ Ir M > >g Z �> Qd1 Odw Qdw O D: NM 0 F- J F- 1nw 1n I- J (nWf- t- J 1nw 358 1Q'JJ :� w •»1 Q r U5 Q� ` INV INVERT SD STORM DRAIN �•-� Z �C >88 1nWW v w w w C� v~i " II..» N N w CB CATCH BASIN GRADE CENTER NE co ptf JB JUNCTION BOX ^ z R O SMH SEWER MANHOLE M (� Q Q O SCO SEWER CLEANOUT • .-� 11"' z „ SDMH STORM DRAIN MANHOLE H 0 EXIST EXISTING w O ui � ,� UP � a ELEV ELEVATION �v.JO w C�l INSTALL 28.50 LF OF INSTALL 31.93 LF OF Nog I` <� Q ooc N ...1 t 18 RGJ-RCP 0 2.15% 18" RGJ-RCP 0 2.15%I - v- INSTALL 12.00 LF OF 18" RGJ-RCP 0 0.58% Exp. 6 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION j 0 r gw - - LO F CAL\��P S CONSTRUCT SEWER PER CITY STANDARDS O V s' W N 00 (n W N - 00 ro Jr Z 00 _ J� 00Q O Jr z oo r J- ao J- Q �� ® CONSTRUCT SEWER MANHOLE TYPE A PER C.O.B. SID. S-7. J CL� `,.► C.0 j z z > � N Z 411. 18" RAIN C3>; Z Z C.3 j z Z 1 " DRAI p,j 00 Z 00 O I co U NO ri o o r7 o^ C CONSTRUCT SEWER CLEANOUT O W �- W e_ - 1 Ld z +� o 0+O-1Awo G0a +� moi z +�F J J I 3 OrIL� PER C.O.B. STD. S-20. W Q w �r� > z '-UJ z ^ > f „ - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ch Q INVERT "SEWER Q Qw o En ui 356 O aw�oln aw ;WJW cn 356 ¢ Qw 0 �W Q aw o cnW 356 ® CONSTRUCT STORM DRAIN tV N m 0 ...,. ap MANHOLE TYPE "A" PER C.O.B. STD. S-7. � Z 354 I 354 354 w or CONSTRUCT CATCH BASINCID 8" SEWER o _ - Nn-y�- � � TYPE "A" PER C.O.B. STD. S-12. =M3 co 352 0 352 352 ;eo , 352f '�°' CONSTRUCT GRATED INLET N cW cl y`' PER DETAIL ON SHEET 1. N 350 350 350 1350 INV ERT--,'-�-E p. 6-. _00 1 SECTION DESIGNATION: -2� 0- 18 RAIN 348 348 348 J 348 s- SECTION LETTER c� Z 00 18N DRAT Q rviv- b ILA 346 346 346 346 � , �,��`` z N F 6 SEWER & . .� '" SHEET WHERE SECTION IS SHOWN (� SECTION E SECTION F �j 10g Qz oz 11 Z on O^ Q COLO C.7 10 t0 .�- 0 z O O_M OM z O Qw 0 aw 1- cn i--' J Z cn w w t- J cn w INSTALL 28.00 LF OF ,� O 18" RGJ-RCP 0 0.14% INSTALL 6.00 LF OF INSTALL 6.00 LF OF 18 RGJ-RCP 0 0. " 18" RGJ-RCP 0 0.33% 3 358 354 350 348 346 M0,1111110 w "' W E � O J.-- Z = J _ 00 -i -�- 44.48' .�- 0 z O z OLO z zo- uj w ISN ��10 w r -N ,� O co Nro Z ,� NM M > >g Z �> Qd1 Odw Qdw O D: 0 F- J F- 1nw 1n I- J (nWf- t- J 1nw 358 M0,1111110 UNE BE I ig E 02� L2 S88'45'18"W 21.16' L3 N6633'08"E 44.48' 0- Z ui 0 z p EllMObih, iitl m U 0 � 356 '354 352 350 348 - -- -- 346 SECTION SCALE: 1" = 50' HORIZ. 3 1" = 5' VERT. 12 13 14 15 i[: LINE TABLE UNE BE I UTIGTH L1 N0114'42"E 28.00' L2 S88'45'18"W 21.16' L3 N6633'08"E 44.48' 358 356 354 352 350 348 346 344 342 340 rn 0 V) M F- 0) �Q-- 0 2 00 U of d - z Q J J Q � w U 00 w J � w cfl 0 w N w Y Q M (0 o N � 00 \ LO 0 Zw 0 0 m Q U) } m Zm o 3W Y Q w O U r� m� =NO N M M� l Q o d a CL 0- Z ui 0 z p J r� m� LEGEND: 0 z p m U 0 ABBREVIATIONS � Z O O :� w r U5 Q� ` INV INVERT SD STORM DRAIN �•-� Z �C >88 MH MANHOLE �� w " II..» D' O CB CATCH BASIN co Q U JB JUNCTION BOX ^ z R O SMH SEWER MANHOLE M (� Q Q O SCO SEWER CLEANOUT • .-� 11"' z „ SDMH STORM DRAIN MANHOLE H 0 EXIST EXISTING w O ui � ,� UP � a ELEV ELEVATION �v.JO w C�l INSTALL 28.50 LF OF INSTALL 31.93 LF OF Nog I` <� Q ooc N ...1 t 18 RGJ-RCP 0 2.15% 18" RGJ-RCP 0 2.15%I LEGEND: p 0 ABBREVIATIONS CL CENTERUNE r ` INV INVERT SD STORM DRAIN �•-� Z �C MH MANHOLE �� dad " II..» CB CATCH BASIN co JB JUNCTION BOX ^ z R SMH SEWER MANHOLE (� Q Q SCO SEWER CLEANOUT • .-� 11"' „ SDMH STORM DRAIN MANHOLE H EXIST EXISTING w O � ,� UP � a ELEV ELEVATION �v.JO INSTALL 28.50 LF OF INSTALL 31.93 LF OF Nog I` R/W RIGHT OF WAY ...1 t 18 RGJ-RCP 0 2.15% 18" RGJ-RCP 0 2.15%I - v- INSTALL 12.00 LF OF 18" RGJ-RCP 0 0.58% Exp. 6 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION j 0 r gw - - LO F CAL\��P S CONSTRUCT SEWER PER CITY STANDARDS O V s' W N 00 (n W N - 00 ro Jr Z 00 _ J� 00Q O Jr z oo r J- ao J- Q �� ® CONSTRUCT SEWER MANHOLE TYPE A PER C.O.B. SID. S-7. J CL� `,.► C.0 j z z > � N Z GU > m z C3>; Z Z C.3 j z Z W p,j 00 Z 00 O I co U NO ri o o r7 o^ C CONSTRUCT SEWER CLEANOUT O W �- W e_ - 1 Ld z +� o 0+O-1Awo G0a +� moi z +�F rnoi z +a' 3 OrIL� PER C.O.B. STD. S-20. W Q w �r� > z '-UJ z ^ > f „ - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ch Q ��.. Q Qw o En ui 356 O aw�oln aw ;WJW cn 356 ¢ Qw 0 �W Q aw o cnW 356 ® CONSTRUCT STORM DRAIN tV N m 0 ...,. ap MANHOLE TYPE "A" PER C.O.B. STD. S-7. � Z 354 354 354 354 CONSTRUCT CATCH BASINCID o _ - Nn-y�- � � TYPE "A" PER C.O.B. STD. S-12. =M3 co 352 0 352 352 u o ` " , 352f '�°' CONSTRUCT GRATED INLET N cW cl y`' PER DETAIL ON SHEET 1. w- 350 350 350 1350 INV ERT--,'-�-E p. 6-. _00 1 SECTION DESIGNATION: -2� 18 RAIN 348 348 348 J 348 s- SECTION LETTER 18N DRAT Q rviv- b ILA 346 346 346 346 � , �,��`` - - - - - 2 F 6 SEWER & . .� '" SHEET WHERE SECTION IS SHOWN (� SECTION E SECTION F �j I -P4 M SCALE: 1" = 50' HORIZ. 13 SCALE: 1" = 50' HORIZ. Q 3 k �, e.I W 1" = 5' VERT. 1" = 5' VERT. NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" I T� WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 0) RECORD DPH%A'A'IN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 0 4 �O pp0 S V bX P�.�� h�9 j 5 O � csOF°F'�°S \off p'�� cli �(, <- " (� ��j ( BARROWS �U �l U U cA J Z N X�� 9� `F� O�,P��o ,�, cli SEE SHEET 12 ALLEY "A" ALLEY "B" Q �� yF�F`�s'> ° `� 9� \ �� k1n0 G'Y - w m N/ z J • �'l 2° \\� B l `� P.1 ttkl ^i _ \ �\ = c5 > `' �P 1 N cli CID z = o z o \ \ \� zcy; 3 OaA, �hh � O� 26 I + Q t �_� LOT w 1 r \ O M r / Z ~ J 1 V V CE CATCH BASIN NO. 2 �' a ~ En c~n hh i I N INN N /. STA. 9+83.00, C.L. NORMAL F.L. ELEV.=353 61 T - - �'•'� SFS /� apo DEPRESSED F.L. ELEV.= 53.44 - - - I N89'46'46"E N ^ 18" 195.48b S88'45'18"E _ _ "' 18" DI IN 137.73' �'-� % ^�� 6�`L• -- h STA. 1 25 (N 0-0 11+00 12+00 6" S 100.1hx ),N C.L. , 88'45'1 " 1 S LOT BB 5' N01 14'42'E 38.50' - - - - TU 18" DRAIN '- J 30 I n �� 31� Z • '11 w O_' co N to to W' �' N I I to af Q j l to ' N M I m '� N m Co ml ( rn d o o cli oo I--- 10 M m► IQM Z J NW ILLI WN M) N QMZ�= �M Z6' 26' O N J p2 I J f U N M pOj J ( J I I J U N} d F 17' 17' �J oo LLJ .- I o� =oar; +o aQ � � o � 1 I^�� L>- _j Z O I Z O a d sF 'p; 04MD .N- dm'' Z D I ' I Z t0 = O Q Q BARROWBY ST. �N�' ~ ALLEY ~ °° J NN dz M t- "' Q NN c�Z v~i -t m CV "" z ^►- N N v~i N W z+ ALLEY z+ A A SEE SHEET 12 z + A - _ - C o- z w z -`" z z V`' d d a Q aQ wV)� 34 a d a wF-f- m N in Q N N NN � Q� Q N NN d o m z •¢� umi Q� m rm� MARSDEN STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 106.41 LF OF INSTALL 195.48 LF OF 18" RGJ-RCP 0 0.20% INSTALL 137.73 LF OF 18" RGJ-RCP 0 0.20% 18" RGJ-RCP 0 0.20% N 3 rn w `r I dm• 3 ^• N W W N d Z z co� o Z -i -jam __j Z J= Z 6Z = C3 >; = c3» S U : � Z zz N O C m O- Z 00 Z ANO Z m - °O a _ 00oi m r-� m tom N H O+iM m +M m AMM m c 358 Q>>> 356 C� \ NABS, OeN e� 1h S__ INSTALL 34.07 LF OF 8" RGJ-RCP 0 0.219 I D r V Y L �D I�- Sit �ftt- �iGt �lA'��2uV��✓�*rr Qt�,�� s ALL 12.00 OF 18" -RCP 0 1.25% -_ w 354 5 rw N co -- a T 00 � J 352 CJ j d > z_ Z O C) Lo ►- C) MO 18" DRAIN 41 J to Co .- W J O O J '- ui ti w W Z +M Z M 358 SCALE: 1" = 50' HORIZ.4 O m + d' 1" = 5' > Q 358 w �M o oto N 358 _z oM Q > m Qw z �J ma ,� z 1 356 INSTALL 100.51 LF OF 358ScM �, M�M> 356 z 1. 18" RGJ-RCP 0 0.15% 18" RGJ-RCP 0 0.15% 354 18" RGJ-RCP 0 0.20% i ¢� 358 354 IvN I h �Cl� of ( to 0o M 352 18 a� 192 18NVEDR 356 a ABBREVIATIONS W± �r-i_ = 2 TN 356 00 W .M- QQ 350 _ O 26 �MZJ m O M 00 350 354 �E Y III FA Z ��WJQQ U j UJ 354 Q ��• N N ON N352 352 A ALE: 1"= 50' HORIZ. 1,, = 5' VERT. 41" o U s < 350 348 44 MIAMI PAPP f �n 348 346 346 344 W A� 344 I Eml 342 342 SECTION D SCALE: 1" = 50' HORIZ.14 soft 1" = 5' VERT. L �D I�- Sit �ftt- �iGt �lA'��2uV��✓�*rr Qt�,�� s ALL 12.00 OF 18" -RCP 0 1.25% o M ,5 INSTALL 12.00 LF OF cn 18" RGJ-RCP 0 0.83% m z w 354 5 3 N co oo a T 00 � J 352 C5 CJ j d > z_ Z O C) Lo ►- C) MO 18" DRAIN 41 J to Co .- W J O O J '- ui ti w W Z +M Z M 358 SCALE: 1" = 50' HORIZ.4 O m + d' 1" = 5' > Q 358 w �M o oto N 358 _z oM Q > m Qw z �J ma ,� z 1 356 INSTALL 100.51 LF OF 358ScM �, M�M> 356 z 1. 18" RGJ-RCP 0 0.15% 18" RGJ-RCP 0 0.15% 354 18" RGJ-RCP 0 0.20% i ¢� 358 354 IvN I h �Cl� of ( to 0o M 352 18 a� 192 18NVEDR 356 a ABBREVIATIONS W± �r-i_ = 2 TN 356 00 W .M- QQ 350 _ O 26 �MZJ m O M 00 350 354 �E Y J Q Q Z ��WJQQ U j UJ 354 Q ��• N N ON N352 352 A ALE: 1"= 50' HORIZ. = 5' VERT. 41" o M ,5 INSTALL 12.00 LF OF cn 18" RGJ-RCP 0 0.83% m 354 z ' 354 I W 3 N co a w O J � J 352 CU j d > d zd z_ Z O Z � O MO 18" DRAIN 00 W O INVERTLd O O J '- ui ti w W Q Z 358Z �' 358 SCALE: 1" = 50' HORIZ.4 O m + d' 1" = 5' VERT. Q _z Q �M 354 w 13 r ' 354 Z _ Jm Z N I- O O U j Z W UZ> 352 ' :� 352 Q J d0 = NOi Q NO Z ODM 350 � N : A M 350 18" DRAIN N �"� > clf > INVERTLd vwi U-1 t i es INSTALL 100.00 LF OF vwi ui ti w W Q co SECTION �' B SCALE: 1" = 50' HORIZ.4 O m + d' 1" = 5' VERT. FOR 358 354 352 350 1 348 46 344 342 1L w 13 r 3 14 3z 15 Z _ Jm Z N I- O U > Z J U j Z W UZ> O n- O oi- r`O Q J d0 = NOi Q NO Z ODM U(If � N : A M +tet ui N �"� > clf > M M >; vwi U-1 t i es INSTALL 100.00 LF OF vwi ui ti w W IN is" co 6" SEWER 0 1.00% N INSTALL 150.45 LF OF 6" SEWER 0 2.37% NWW INSTALL 7.42 LF OF 18" RGJ-RCP 0 15.22 M PAPA INSTALL 3 LINE BEARING I w N d z S88'45'18"E 12.00' L3 0oz 7.42 $o _lam ■II J •- U j = U> 111) w = a0 v z mg -Z Z Oto �t ,* - M C-4 IN is" co d+O -j C)> dM M PAPA INSTALL 49.67 LF OF LINE BEARING I 18R RGJ-RCP 0 3.79% NOT USED L2 S88'45'18"E 12.00' L3 S34'37'07"E 7.42 L4 N0114'42"E ■II II N77'00'55"E 28.00 L6 111) w = W PER C.O.B. STD. S-20. mg -Z Z Oto o Z i0 ZZ Q N m UO z IN is" Q tt7 N = -j C)> M o J = CU> Rill O m + d' m z FOR _z SECTION %G1 �M z Q oto N U _z oM Q > m Qw z �J z ,� z 1 358 356 354 352 350 348 346 I 344 - - 342 SECTION C SCALE: 1" = 50' HORIZ. 1" = 5' VERT. Vb)V 't12 E -3 �j 11 rn rl- J -1 Z los ~- BNtl B o ALLEY " " ^_CD n Lo �' �' o 2 OAKsN�� \ O M tT > w= v SE \ N 4 to II z 1 - 3 3 3 2 W N W W o- o �, s S\ORM g811. o. 33 JO .--= N to W -J N Z O np N v\ I I aooD r` o Q w�6; SSP BpS\N N �4.9�\� I = i I = 7 .� , N Ic� c� 38 M o o I I 00-4. co + o + c� �\ a o_ o� CP keg 1l , V ,35 353 r t2 Of Q Q�� w LOT BB N�PREss N_ ~ z m N N N LCA 0 \NRS 1�, CyO. 42 T S8_84518 E 1 DRAIN S88'4518 EE 1 DRAIN ,SSP• �6MPNt\O�E 915Rj' RPW gE`r�R �p811, SE`NER q/ 1101I 1I1 iii71 = \�Mlq 18" DRAIN INSTALL 49.67 LF OF LINE BEARING I 18R RGJ-RCP 0 3.79% NOT USED L2 S88'45'18"E 12.00' L3 S34'37'07"E 7.42 L4 N0114'42"E 3 L5 N77'00'55"E 28.00 L6 111) w = W PER C.O.B. STD. S-20. mg -Z Z Oto o Z i0 ZZ Q N m UO z IN is" Q tt7 N = -j C)> M o J = CU> U O m + d' m z FOR _z SECTION %G1 �M z Q oto N U _z oM Q > m Qw z �J z ,� z 1 Lo �+M INSTALL 100.51 LF OF 358ScM �, M�M> o M z 1. 18" RGJ-RCP 0 0.15% 18" RGJ-RCP 0 0.15% PROFILE 18" RGJ-RCP 0 0.20% i ¢� 358 I IvN I I I �Cl� of ( to 0o M w� 18 W a� 356 04 14 ABBREVIATIONS W± �r-i_ = 2 R d 356 CL W .M- QQ 5 _ O 26 �MZJ m O M 00 INV 354 �E Y }+ �� Q Z ��WJQQ U j UJ 354 Q ��• N N N352 352 350 is o U s < 350 348 MIAMI 348 346 346 344 W A� 344 I Eml 342 342 SECTION D SCALE: 1" = 50' HORIZ.14 soft 1" = 5' VERT. Vb)V 't12 E -3 �j 11 rn rl- J -1 Z los ~- BNtl B o ALLEY " " ^_CD n Lo �' �' o 2 OAKsN�� \ O M tT > w= v SE \ N 4 to II z 1 - 3 3 3 2 W N W W o- o �, s S\ORM g811. o. 33 JO .--= N to W -J N Z O np N v\ I I aooD r` o Q w�6; SSP BpS\N N �4.9�\� I = i I = 7 .� , N Ic� c� 38 M o o I I 00-4. co + o + c� �\ a o_ o� CP keg 1l , V ,35 353 r t2 Of Q Q�� w LOT BB N�PREss N_ ~ z m N N N LCA 0 \NRS 1�, CyO. 42 T S8_84518 E 1 DRAIN S88'4518 EE 1 DRAIN ,SSP• �6MPNt\O�E 915Rj' RPW gE`r�R �p811, SE`NER q/ 1101I 1I1 iii71 = \�Mlq 18" DRAIN UNE TABLE www LINE BEARING I LENGTH L1 NOT USED L2 S88'45'18"E 12.00' L3 S34'37'07"E 7.42 L4 N0114'42"E 49.67' L5 N77'00'55"E 28.00 L6 N77'00'55"E 20.45' Vb)V 't12 E -3 �j 11 rn rl- J -1 Z los ~- BNtl B o ALLEY " " ^_CD n Lo �' �' o 2 OAKsN�� \ O M tT > w= v SE \ N 4 to II z 1 - 3 3 3 2 W N W W o- o �, s S\ORM g811. o. 33 JO .--= N to W -J N Z O np N v\ I I aooD r` o Q w�6; SSP BpS\N N �4.9�\� I = i I = 7 .� , N Ic� c� 38 M o o I I 00-4. co + o + c� �\ a o_ o� CP keg 1l , V ,35 353 r t2 Of Q Q�� w LOT BB N�PREss N_ ~ z m N N N LCA 0 \NRS 1�, CyO. 42 T S8_84518 E 1 DRAIN S88'4518 EE 1 DRAIN ,SSP• �6MPNt\O�E 915Rj' RPW gE`r�R �p811, SE`NER q/ 1101I 1I1 iii71 = \�Mlq 18" DRAIN 14 www - -- SCO - - co Jr �- O =� Z -- - -- O = _ = O -1 Z N 0 Z - -- RIGHT OF WAY 0) -1 d U> fr CONSTRUCT SEWER MANHOLE SEE SHEET 13 Z D GU > = OZ U NO PER C.O.B. STD. S-20. mg -Z Z Oto ci I- .Z C9 Nm ZZ Q N m UO O r` Lo IN is" Q tt7 N -j S O N M o OD + � U O m + d' Zown _ O - + d• FOR r -M SECTION %G1 �M ^M LoM U - > m Qw z �J z ,� z 1 ll--_j�J m N w INSTALL 100.51 LF OF U �, M�M> o M z 1. 18" RGJ-RCP 0 0.15% 18" RGJ-RCP 0 0.15% PROFILE 18" RGJ-RCP 0 0.20% i ¢� I IvN I I I �Cl� of ( to 0o M w� 18 W a� 1 177) 04 14 ABBREVIATIONS W± �r-i_ = 2 R d 24 CL W .M- QQ 5 _ O 26 �MZJ m O M 00 INV IOD O zo �E Y }+ �� Q Z ��WJQQ U j UJ � Q ��• N N NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. 358 356Lo �� 3 354 5"- . 352 350 348 346 344 342 340 111 C� N N Z O U I I I J N Q �" m c~pJm ~ _ __ o o z+ W N ppK��Ec �5 ALLEY "A" Z Z+ Q ALLEY `° Z N Q N N- ��mw "" w ¢¢ Q �� Q SEE SHEET 13 358 356 354 352 350 348 346 344 342 340 z m a+ 00 E 0a0 o c " mow J N ¢ Q m .-- � NZm o v~i o F¢ .�� d N N p20 pmD V' Em 3t v) ul MEDALLION DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1-69-2mLF 1" = 5' VERTICAL 5% INSTALL 300.00 LF OF 6" SEWER 0 1.02% N 04 �z _ M O i Iwo" KO p0 h0�� xCD \ �Ov 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 IcN F F s�FsF�O 6 Ir / Ng, '\ r4 Av x x Z � of "� � b`� '�• cy ,+ N 43- u� x h / � � \ hpQ- ti� C23x00 O NJ3• / , 2�°oRJi � ` \ � C` O =o. ,off h� F�y�'6•p �� \ �P. ,�o c �0 4 2gr x� � cIv, Ii ry o. 1 _ . 8g 5�P N `ypo , N � �' jJ• 8 �3�Y p h No ^gorytv Q1_ 4 ` \ •\ SOS 00 0 �' c�Q i�0� �, �' eco I CV VV` 4, xry ryI V �X p� h Gid z_U v vOQ� mob` v V• �� ^� �Q c\,- i\• LF OF 24" LEGEND: UNE TABLE ABBREVIATIONS UNE I BEARING LENGTH L1 N77'00'55"E 20.45' L2 N77'00'55"E 28.00' L3 N01'35'11"E 34.32' 14 S55'22'93"W 34.07' LEGEND: WW J J W W ABBREVIATIONS 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 _10 M. 36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE _j_ cij TYPE "A" PER C.O.B. STD. S-7. Q CONSTRUCT SEWER CLEANOUT ��zzzz PER C.O.B. STD. S-20. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN Q NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" sT"9`�60�Si \ \\ >\ \\ \ \ WITH 3.5' OPENINGS PER C.O.B. STD. S-12. � SHFaN CONSTRUCT STORM DRAIN PER CITY STANDARDS 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS x�� o� UNLESS OTHERWISE NOTED. ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7..p�<'�2` x �6• , /C51 \ `ti�O CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. v/� \ `s_' CONSTRUCT GRATED INLET � �•�� ,`'0� `�O• Dtc`\h,` � Fol PER DETAIL ON SHEET 1. '` /tet • � �^F0P5��"�Fs�F 0. x `\ p6'\ / / \ � S �1`' X01• �� O \ \ `>�\ \`> V'c��,�Q C,0 T A�1 V � '`"oc' \ ` `'hP• Cl _✓ �� p9�` � MARSDEN SSEE SHEET � �.(' P�' / � � \ • �� O� � . s� ST�y��L��\ � � � `P \`QcR \200 3 \ G a- V ��' �• .,� / P ��6X o tiyo \ 2 2 !1. �6, 6 1x p`L J ! \ / ,ZO �b` � � � O� X94 � o\ I 1 CIOO 26' �',F 0 `-� o `SE �co. , / \ co , _ I I \ ,�F�Q� ��x x�'\ 26, ��0� o� , 3' a7 r ( d v7 ? O 9 S v �.,/"2' JO 22 z 3c�, ! z " M D N �� o q �� ' ' F \ i \ x p 5 P F /\9 x lb \ �0 0\ 033. i j ( +o S�, o�,BO � ,9> o `�/ � . \ � �J, o ��w/� N' N� l U rn O N q� 2�FyO a� S' � + l _ ' Z ao 3 5 3 6 I w. �x9 pggp O ( f Oo VA IFX ON� x`O� �� 0 /y ' 8��iz"W i " D N � V'r+ �' /2p111' ,Q C e ?8Ul " \ , _RAIN _ _ _ _ _ _ 2 8�` 1891 _ R rr _ �, �^oo W 8"S�� _ 2; G 0 (-' g� S J,\��< on�9a `.0 ES V 179 61' S �- - 30+00 ^ W `P� vt �! r'�p "v' \ �� @�� p,' M v V v xo u . ! _ N + Q c,� CA o x �+ 1_ 31 + 0 _ - �gg56 n k k ^^ / _ N44'02'24"W N ^ 8 SEWER 241.59' ' _ ,_ _ - X\\ c°� ` 6� No C 38S. ' r 0 0 \� ir � JL�H - _ �� ,,, r w n _ c,�,s Exp. 6 3 6 ��Q N N `} cv o I o �o o�rri p �l 5 Nco i w rn or� y + o �i�€if+l1��Urr U N •- -..1 I M ,- �' N /� ( iT N ( n _ ` j U( Z c5>W M `r I M i L � wa� 2 of Fn ( 0d z W ,��' r�i �, n rn CA d� - �y - r G CIO 'l' f C.7 0i Q 0? 4J 4: N d' N r" t- Z N Q� 001 p P / 3 N corncv c6 d _j = + w W ,o� + Q N U rn�CO In p Q NQW Q A NOTE: w U O a � i V)11 wzo ALL UNITS TO BE BUILT SIMULTANEOUSLY. ti � � r c) cI INSTALL 220.33 LF OF 18" RGJ-RCP 0 0.18% OAKLEY STREET (PRIVATE STREET) (STA. 22+00.00 TO STA. 34+90.48) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL 34.32 LF OF w 08'-67•/f f)M 3 v t3LI O WW J J W W Via' b� N IS 3 to v M o ZW M d LO N t0 I N `<v �P S Z NZ'Sw Z Z N J N Z J N Z J 24-w-00%0 Z Jap Z OD 00 M C•'jj z jjj= 6j = _j_ cij J u- j 'izz Mcez ��zzzz M^z � Cc,- 6K 06zz 00 Lo Lo C6 00n co � rn ' VN to N Cr;o N 00+�+ to cn Go �a +M ' O N+ s N Oat O 00 vj O) w 08'-67•/f f)M 3 v t3LI O WW J J W W Via' b� N IS to v M o J J W O¢ F- to H toLL z w d' `<v �P S ¢wW F- J J cn W W W J w N co + co O E- (n W J W CYi z a O¢¢ f- cn F- to Z w F- cn F- Q U N 0 cn Go ui Oat O 3 Y O� as W Q 0o. W N Nt N N P of QCD� —� Z 04 Q w J 0 U Q T.O. M• T..,y F- APPROXIMATE FINI HED 55. 3 T M• 3 4.1 T 5 T.0 M• 3 O.M• GRADE CENTERLINE T 'M. 3S¢3 — — — — — — — — — — — — �---- -- 54 — — 354 — — -- ---- '? j0 354.4 — -- — -- ---- 354.5 o OM -- ---- 34.8T f -- — — -- -- -- — — — — — — — — — — — ---- — — — — -- ---- 0 ,v INVE T 6"SE NER - IN 18" -- RT DRAIN -- INVERT 18" DRAIN 18 DRAIN I I INVERT INVERT DRAW zlti" 8" SEA ERINVEI j F= 8" SE R INVERT 8" SEWER INVERT 12t a" ( Lj__ " SEWER INVERT Lr- Ld o a L 8" SEWERL INVERT > 8".-SEVER.J 11 -4 U JU vi toLji � (n - Z IW_ z a z CN I z3 z3 I z w il-= I O U O Z ' tp O - a0 J 00 t0 , O • 00 O _ _ 00 O - t O J w O J 00= N w F- o I --- W _Z z >:>: j zz j _Z 9 J -j U Zz w U w U Q U> } = J 00 UjLj Q I Z o oz ^ Mo --N I I o o �- o to t o �Z 10 Noz Z O ¢ 0 00 r — = = ai = _ N O I (�1 rn ¢ r; 1 Q ¢ ¢ a0 ON ¢ Njj Ck:M �jj � F7 0: r7M ro •> •jj w .j W I W f� i N F- Z W cn J W W (n J J w F- J J cn W W , W cn -1 W W cn F- J J cn w W W cn F- to F- F- jj w cn F- U) W v> F- J (n W F- -1 cn w J I Z Z!Z � � MW N wd 23 24 INSTALL 100.00 LF OF 25 INSTALL 105.35 LF OF %. 0 26 VN 1j M �1 27 INSTALL 245.55 LF OF 8" SEWER 0 0.35% 28 29 30 31 32 33 34 9 .68 �`8- INSTALL 179.61 LF OF 8" SEWER 0 0.35% INSTALL 241.59 LF OF 8" SEWER @ 0.35% ikL ®LF �:''+� .S _0.3 INSTALL 201.17 LF OF 8" SEWER ®0 5% f....,' x tt. , ' No, 333' 35 36 PN \.2. F4 oA�Y RECORD DRAWING C3 => Z, .00 37Z N Uj�A J��ZtO O w ponM z ^ - M� ofZ M J 3uj w aLi La (n F= U) w- 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 rn 0 M � Q � o z o Z Ow < D w Q U M', 2 00 r- w co c� 00 cli � .� w Y Q m L0 �� N d' 00 1_� t0 L0 0 Z w o a 0 F- U) - U } m m o W � V w F- W Via' b� N IS to v M o J J W 0 ao- z w d' `<v �P S d � w F- /4 4� - 624��3 W wUO) 0) r LJ LL N 0 m m N co + co CYi z a Lu 0 cn Go ui Oat O 3 Y O� as W Q 0o. W N Nt N N P of QCD� —� Z 04 w J 0 U Q /4 4� - 624��3 W wUO) 0) r LJ LL N 0 N .� + co CYi a Lu G�ca:CA- a� Go ui Oat O 3 Y O� as W Q 0o. N Nt N N P QCD� —� Z 04 w J 0 U Q /4 4� - 624��3 W wUO) 0) r LJ LL 0 /4 4� - 624��3 LINCOLNSHIRE DR. ((�� J STILLBROOK DR. UNff o » SEE SHEET 10 SEE SHEET 9 o ALLEY J" � Iz1aD ' �---� cw 1 iQ 1 z I w 1 1 0 00 1 1 1 N 1 2/ 1 I o 00 I I w N r7 I ;I I ? �+, 5' (L CAT/N0. z + 12 1 0 1 z wI STA. +36.96, C.L. 29.75LT. z 13 I oo x NO L F.L. ELEV.=352.74 c o 0 2 6 o N 1 ;r, J i D ESSED F.L. ELEV.=352.57 1 i $88'45'18"E 6.00' - 18" DRAIN I _ " :t 100 °•° PIPE -EAST-SIDE C.B. N0. 22 N01'14'42"E 25.78' - 18" DR IN SEE PROFILE, SHEET 9 I S88SEE PROFILE, SHEET GRAIN NI TA. 13+39.13, C.L. 28.00LT. STORM DRAIN M.H. NO. 3 M 00 1 W Q N3:: M STA. 10+05.00, C.L. Z W T CO Z U) w (n Z Z r�2i 11+0 N( N a N 2 Uj 2 I- C5 i - b CL LINCOLNSHIRE DR STA. 10+00.00, C.L. VE U> ^ZZ �? m - - v~)M z Q 1 I w W o o co vim © o+ Nr\ CONSTRUCT STORM DRAIN PER CITY STANDARDS I 7 c MANHOLE TYPE "A" PER C.O.B. STD. S-7. aOCN (a57' Q z 6 356 1 4IRT AIN PER DETAIL ON SHEET 1. 18" D w CE771 3 (n 5' U U 06a J� Uj 354 I 1 6'6' I z r- z 1 w 354 17' 17' J M Z W _ - � 5' I z o + c I 352 .- (0 cow CD 0000 LINCOLNSHIRE DR. �' CD M SEE SHEET 9 0 U) U)v' INSTALL 25.78 LF OF 18" RGJ-RCP 0 0.35% '14'42"E� 18" DRAIN 12400 _ 41 13+00 ome v ^ z CD CD Q M a rn l I O M J e M I I Z a I 10 p U 5 w±I ( ?0 26'1 26 =ULOTorn QM, r.- z^ 1 13' 17' ca F F 0 of SNI 1 zz -4-W 00 I I Q� m M I 1 0+ Z+ NI I i cr p+ F- �� Z� �I 0� UNIT 4 N `� z STILLBROOK DR. �' `� SEE SHEET 10 Mw L EY "I" SCAL . 1" = 50' HORIZONTA = 5' VERTICA INSTALL 29.99 LF OF INSTALL 36.99 LF OF 18" RGJ-RCP @ 0.23%18" RGJ-RCP 0 0.19% INSTALL 254.19 LF OF 1 -RCP 0 0.25% 1 1 1 3 M 00 1 W Q N3:: M Z M Z W Z CO Z U) w (n Z Z 0000 N a N 2 Uj 2 Uj j C5 i 2 '14'42"E� 18" DRAIN 12400 _ 41 13+00 ome v ^ z CD CD Q M a rn l I O M J e M I I Z a I 10 p U 5 w±I ( ?0 26'1 26 =ULOTorn QM, r.- z^ 1 13' 17' ca F F 0 of SNI 1 zz -4-W 00 I I Q� m M I 1 0+ Z+ NI I i cr p+ F- �� Z� �I 0� UNIT 4 N `� z STILLBROOK DR. �' `� SEE SHEET 10 Mw L EY "I" SCAL . 1" = 50' HORIZONTA = 5' VERTICA INSTALL 29.99 LF OF INSTALL 36.99 LF OF 18" RGJ-RCP @ 0.23%18" RGJ-RCP 0 0.19% INSTALL 254.19 LF OF 1 -RCP 0 0.25% 1 1 1 iLf INST 1.50 LF OF 18" RG - # 3.86% r7 M 00 1 BEARING cn3z L1 + 00 pe) ZW M N U) w (n Z Z 0000 N a N 00 —1 C3 44.48' C5 i 2 U» = U> Z U> Q ^ZZ �? m MZ v~)M z Q o PO C� iLf INST 1.50 LF OF 18" RG - # 3.86% r7 M 00 1 BEARING z L1 + 00 O Z + 2 + <F 00 1 .-z�> = —1 C3 44.48' 00 J CU j 21.16' L6 N01'14'42"E o Q z o— T O M, 363.22 v~)M z Q o PO C� cj o co vim TYPE "A" PER C.O.B. STD. S-7. © o+ 00 z+� CONSTRUCT STORM DRAIN PER CITY STANDARDS ILI'll CONSTRUCT STORM DRAIN c MANHOLE TYPE "A" PER C.O.B. STD. S-7. JINSTALL 118.90 LF OF w� Q � j TYPE "A" PER C.O.B. STD. S-12. 356 1 4IRT AIN PER DETAIL ON SHEET 1. 18" D w CE771 3 (n o=L O w 06a J� Uj 354 3 WR U w 354 _ Z W c � Of 352 `'� c I 352 (0 cow CD 0000 �' CD M J 350 M 0 350 GRADE 1 INVERT Q 18" RAIN low 348 II 348 Lr - I— � io 346 346— Q 346 344 000 344 SECTION AlFAd A ra SCALE: 1" 0' HORIZ. 6 _ ' VERT. 'MEINN — i omi iLf INST 1.50 LF OF 18" RG - # 3.86% 11 INSTALL 44.48 LF OF N O in- 358- .r U Z UCC z � Q N� 358 K1- 352 350 348 346 342 340 12 r7 M 00 1 BEARING z L1 + 00 O Z + 2 + <F 00 1 .-z�> = —1 C3 44.48' 00 J CU j 21.16' L6 N01'14'42"E o Q z o— T O M, 363.22 v~)M z Q o PO C� cj o co vim TYPE "A" PER C.O.B. STD. S-7. © o+ 00 z+� CONSTRUCT STORM DRAIN PER CITY STANDARDS ILI'll CONSTRUCT STORM DRAIN c MANHOLE TYPE "A" PER C.O.B. STD. S-7. JINSTALL 118.90 LF OF w� Q � j TYPE "A" PER C.O.B. STD. S-12. 356 1 4IRT AIN PER DETAIL ON SHEET 1. 18" D w 356 3 (n o=L O w 06a J� Uj 354 3 WR U w 354 _ Z W c � Of 352 `'� c I 352 (0 cow CD 0000 �' CD M J 350 M 0 350 GRADE 1 INVERT Q 18" RAIN low 348 II 348 Lr - I— � io 346 346— Q 346 344 000 344 SECTION A ra SCALE: 1" 0' HORIZ. 6 _ ' VERT. 11 INSTALL 44.48 LF OF N O in- 358- .r U Z UCC z � Q N� 358 K1- 352 350 348 346 342 340 12 358 356 352 350 348 346 Z 342 00 G Qw o ¢w W F J Z i—J j m (nW W NW 340 13 14 INSTALL 21.16 LF OF 18" RGJ-RCP 0 0.24% SECTION B SCALE: 1" = 50' HORIZ. � 6 1" = 5' VERT. M s 358 NMI; 356 354 352 350 348 346 344 13 340 CD 06 M 00 UNE BEARING LENGTH L1 + 00 + d' _ + 2 + <F L3 1 .-z�> L4 ARM 44.48' J(Do6 �> S88'45'18"W 21.16' L6 N01'14'42"E 28.00' Q - - T O M, 363.22 v~)M c~n w c� ci w C� (n w NM O TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT 00 -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS ILI'll CONSTRUCT STORM DRAIN c MANHOLE TYPE "A" PER C.O.B. STD. S-7. JINSTALL 118.90 LF OF w� CONSTRUCT CATCH BASIN INVER TYPE "A" PER C.O.B. STD. S-12. cn w 6" SEWER ® 1.00% N 1 4IRT AIN PER DETAIL ON SHEET 1. 18" D w 3 o=L O J— Uj 06a J� Uj 3 WR U w Z W Z Q Of -'1) N c 0O (0 cow CD 0000 + CD M J M 0 GRADE 1 Q low II 358 356 352 350 348 346 Z 342 00 G Qw o ¢w W F J Z i—J j m (nW W NW 340 13 14 INSTALL 21.16 LF OF 18" RGJ-RCP 0 0.24% SECTION B SCALE: 1" = 50' HORIZ. � 6 1" = 5' VERT. M s 358 NMI; 356 354 352 350 348 346 344 13 340 STA. 9+83.00, C.L. 46. T. \ NORMAL F.L. ELEV.=353.7 DEPRESSED F.L. ELEV.=353. 6 BEGIN 18" RGJ-RCP STA. 9+82.58, C.L. 46.75LT. II _Q 1 10Q 1 NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. 346 344 342 340 BEGIN 18" RGJ-RCP STA. 13+36.92, C.L. 37.75LT. CTA 12tzz nn r I 77 -MIT 17' 17' I I BARROWBY ST. SEE SHEET 11 INSTALL 76.89 LF OF UNE TABLE ABBREVIATIONS UNE BEARING LENGTH L1 - - L2 owl 36.99' L3 1 76.89' L4 ARM 44.48' L5 S88'45'18"W 21.16' L6 N01'14'42"E 28.00' L7 - - STA. 9+83.00, C.L. 46. T. \ NORMAL F.L. ELEV.=353.7 DEPRESSED F.L. ELEV.=353. 6 BEGIN 18" RGJ-RCP STA. 9+82.58, C.L. 46.75LT. II _Q 1 10Q 1 NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. 346 344 342 340 BEGIN 18" RGJ-RCP STA. 13+36.92, C.L. 37.75LT. CTA 12tzz nn r I 77 -MIT 17' 17' I I BARROWBY ST. SEE SHEET 11 INSTALL 76.89 LF OF UNE TABLE ABBREVIATIONS UNE BEARING LENGTH L1 - - L2 547'57'28"E 36.99' L3 N5829'39"W 76.89' L4 N6633'08"E 44.48' L5 S88'45'18"W 21.16' L6 N01'14'42"E 28.00' L7 - - STA. 9+83.00, C.L. 46. T. \ NORMAL F.L. ELEV.=353.7 DEPRESSED F.L. ELEV.=353. 6 BEGIN 18" RGJ-RCP STA. 9+82.58, C.L. 46.75LT. II _Q 1 10Q 1 NOTE: ALL UNITS TO BE BUILT SIMULTANEOUSLY. 346 344 342 340 BEGIN 18" RGJ-RCP STA. 13+36.92, C.L. 37.75LT. CTA 12tzz nn r I 77 -MIT 17' 17' I I BARROWBY ST. SEE SHEET 11 INSTALL 76.89 LF OF 10 11 LEGEND: t. 13 10 ABBREVIATIONS 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 T O M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE NM O 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 ® CONSTRUCT STORM DRAIN c MANHOLE TYPE "A" PER C.O.B. STD. S-7. JINSTALL 118.90 LF OF w� CONSTRUCT CATCH BASIN IQ— J TYPE "A" PER C.O.B. STD. S-12. cn w 6" SEWER ® 1.00% N CONSTRUCT GRATED INLET V)W PER DETAIL ON SHEET 1. m o=L O 06a + 3 WR w N Q Of N m W J c �- L LLj a J a 0 GRADE 1 Q low II ill[ ra I110111111111v 'MEINN — i omi 10 11 LEGEND: t. 13 10 ABBREVIATIONS 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 T O M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE NM O 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 ® CONSTRUCT STORM DRAIN c MANHOLE TYPE "A" PER C.O.B. STD. S-7. JINSTALL 118.90 LF OF w� CONSTRUCT CATCH BASIN IQ— J TYPE "A" PER C.O.B. STD. S-12. cn w 6" SEWER ® 1.00% N CONSTRUCT GRATED INLET V)W PER DETAIL ON SHEET 1. 12 13 10 14 15 W N �I 00 (N � W M� _> U Q CL zW z w ,y, m 1 O Z JCO 0 -,CO CO 00 Z J00 F- CUjZ Ujjj Uj Q Q OZ M W oZZZ JOOZ cDto a0 Z Q w cp�cOOn r(M Oc6 z CVO O U NM O MMMM �M 0 o W c JINSTALL 118.90 LF OF w� J J J W IQ— J N cn w 6" SEWER ® 1.00% N N w w w INSTALL 176.00 LF OF 8" SEWER ® 0.35% `" V)W SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE 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. 358 356 354 352 350 3M8/ERT 18" DRAIN 346 344 342 340 Q ?-PY-10 U�ArT� 0�LI O r -d7-/." N 3 oNL7 F c . r% Fft rn O M E— 0') � Q � O Z 000 U 0' d - Z OL I Q� W Q Ld U 00 j::�' 3:0 ^ J .— W (D O (n v N D' W Y Q M N 00 \ co W) 0 z W m '- o a 0 H M Q V } m zm o 3 U o 0 z 6 W N �I 00 (N � W M� _> U Q CL zW U m W �P I ccS��p 0 C3 z 6 W W 00 I T m W I ccS��p In F 0 t zJr z 0 o W c ��0 C-)P�H- m o=L O 06a + 3 WR w N Q Of N m W J c �- L LLj a J a 0 Q C3 z 6 W W 00 I T _off^ W I ccS��p . F 0 t zJr Ct o W c ��0 C-)P�H- m o=L O 06a + 3 WR N Q N m W J c �- L J a Q KECuRu uKA11119 co W W 00 I T u. 0