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Home My WebLink About1.2-6448 Ph 6 - 12 & 7202 Ph 1 & 2VICINITY MAF' AVENUE k4ARVEST4DRIVI br SHEET SUNNI$ANK AVENUE SHEET TITLE 1. TITLE SHEET 11. FAWN LILY LANE & JEWEL FLOWER STREET 2. NINES &_,SPECIFICATIONS 12. SUMMARY OF IMPROVEMENTS 3. AVENUE 13. SPIREA STREET 4. 1 14. PALE LILAC LANE �. TRUMPETVINE . PLACE O� COQ 6. SE ,R _LWROVEMENTS UNIT I UNIT 2 UNIT 3NU IT 4 UNIT 5 UNIT 6 UNIT 7 UNIT s UNIT 9 UNIT TO UNII 11 UNIT 1 TQTAL 6" SEWER LINE - LF 4405 LF - LF 108 LF 317 LF 264 LF 154 LF 200 LF 123 LF - LF -- LF 169 LF 1740 LF 8" SEWER LINE 423 LF 945 LF 921 LF 1150 LF 1005 LF 1110 .LF 1467 LF 851 LF 718 LF 1315 LF 677 LF 447 LF 11029 LF 4" LATERALS 333 LF 1178 LF 842 LF 716 LF 1456 LF 1339 LF 1585 LF 1004 LF 865 LF 1190 LF 839 LF 1009 LF 12356 LF STANDARD MANHOLE 2 EA 3 EA 3 EA 6 EA 5 EA 5 EA 3 EA 4 EA 3 EA 4 EA 3 EA 2 EA 44 EA SEWER DROP MANHOLE - EA 2 EA 1 EA - EA - EA 1 EA 2 EA - EA - EA - EA - EA - EA 5 EA CLEANOUT - EA 1 EA - EA 2 EA 1 EA - EA 2 EA 2 EA 1 EA - EA. - EA 1 EA 10 EA STORM DRAIN IMPRO MENTS UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT .7 PHAE8 UNIT 9 UNIT 10�!U IT 11 UNIT 12 TOTAL 18" STORM DRAIN LINE 122 LF - LF 159 LF 1032 LF - LF 858 LF 1052 LF 419 LF - LF 80 LF - LF - LF 3722 LF 24" STORM DRAIN LINE - LF - LF - LF - LF - LF - LF - LF 416 LF - LF 406 LF - LF - LF 822 LF 30" STORM DRAIN- UNE - LF - LF -.LF - LF - LF - LF 260 LF 34 LF - LF - .LF - LF - LF 294 LF 36" STORM DRAIN LINE - LF - LF - LF - LF - LF - LF 259 LF - LF - LF - LF - .LF - LF 259 LF STORM, DRAIN . MANHOLES 48" 1 EA - EA 1 EA 2 EA = EA 5 EA 4 EA 3 EA - EA 1 EA - EA - EA 16 EA CATCH BASINS 1 EA EA 1 EA 3 EA - EA 3 EA 3 EA 3 EA - EA 3 EA - EA - EA 17 EA STORM DRAIN MANHOLES 72" - EA - EA - EA - EA - EA - EA 1 EA - EA = EA - EA - EA - EA - EA VICINITY MAF' AVENUE k4ARVEST4DRIVI br SHEET SUNNI$ANK AVENUE SHEET TITLE 1. TITLE SHEET 11. FAWN LILY LANE & JEWEL FLOWER STREET 2. NINES &_,SPECIFICATIONS 12. BLUEBELL PLACE & WILD RYE WAY 3. AVENUE 13. SPIREA STREET 4. 1 14. PALE LILAC LANE �. TRUMPETVINE . PLACE O� COQ 6. ` BOTTLEBRUSH DRIVE 16. WHITE "ALDER AVENUE (CONT.) 7. CONEFLOWER DRIVE _ — mommmmmomomm CHECKERBLOOM DRIVE JOHN -SON ROAD D 9. BEACH ASTER DRIVE BLHAWK a 10. YELLOW LUPINE .DRIVE 0 J w z a AVENUE <TIkTk AVENUE REVIEWED BY: SSISTANT PUBLIC z S it w S I `TT -T I LEGEND---. w I (1 k ABBREVIATIONS w f W z CL CENTERLINE Ld 1 t 8 7 8 5 4 32 7 � t► !J NIT 6 �I I 1f 1 I 1 I 21 31 18 > I t STOCKDALE HWY STORM DRAIN t 9 H CK a 1 1 I IU N 117' IJ3 ,_-1-_ I_J_Dgg�f 9 �i MANHOLE Q — P�OJECT' CATCH BASIN ."� JB / 7016 3 SM _r- (n� 14 SMH . -,�• SEWER CLEANOUT ii 34 35 �U 38 4 24 123 122 121 120 I'19 18 f7 15 15 - � I I �1�-100 EXIST EXISTING SITE _ ELEV ELEVATION f 72 i1M 1 I I � I I /It& I I —12 13 X20 1 T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S. CONSTRUCT, SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE . . Q 0 N N.T.S. 73 33 32 31 30 29 7 ♦ i�iiii ""1 I 28 27 28 1 1 2 1 3 14 1 5 1 5 IW I 1 VICINITY MAF' s Q JOINT UTILITY TRENCH Q SEWER MAIN R 7, Q CL TYP. R 4. TYP 5' WATERLINE TYP. a FINISHED TREET in 3 GRADE m 5' MIN. 60" 36" TYP. TO 7' MAX_ °o TYP. sk o 19, MIN. 17 MEN ON DEEP' SEWER, SLOPE LATERALS : SET LATERAL PROVIDING PROPER TO LOT.LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. 'DETAIL TYPICAL SEWER LATERAL INSTALLATION FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM" SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER, OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL (CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION .OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC " PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. Il,. 5' MIN. TO 7' M AX. 8 9 10 11 12 13 14 5 s 17 18 9 '0 2 `3 '4 25 SHEET NO. INDEX NOTE: 1. PRIOR TO THE START OF ".ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION 'INSPEC`110N "DEPARTMENT ;SHALL BE GIVEN 24 HOURS NOTICE,. TELEPHONE 326-=3049 ALL MATERIALS SUPPLIED' FOR,THIS PROJECT - WILL REQUIRE,A CERTIFICATEOF 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 BAKERSFIEL.D.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 MOLATIO S OF THOSE ORDINANCES, STAND AND DESIGN CRITERIA SHALL E ' R.RECTED DURING,-CONSTRU:OTION. - O APPROVED BY: R GER A. MciNTOSH R.C.E. 33322 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE_ MAP,,. THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY" OF BAKERSFIELD- PUBLIC WORKS DEPARTMENT. � I WDEX CE SHEETS -a br SHEET TITLE SHEET TITLE 1. TITLE SHEET 11. FAWN LILY LANE & JEWEL FLOWER STREET 2. NINES &_,SPECIFICATIONS 12. BLUEBELL PLACE & WILD RYE WAY 3. HUCKLEBERRY DRIVE 13. SPIREA STREET 4. LEMON LILY DRIVE 14. PALE LILAC LANE �. TRUMPETVINE . PLACE -15. WHITE ALDER AVENUE 6. ` BOTTLEBRUSH DRIVE 16. WHITE "ALDER AVENUE (CONT.) 7. CONEFLOWER DRIVE 8. CHECKERBLOOM DRIVE O 9. BEACH ASTER DRIVE a 10. YELLOW LUPINE .DRIVE s Q JOINT UTILITY TRENCH Q SEWER MAIN R 7, Q CL TYP. R 4. TYP 5' WATERLINE TYP. a FINISHED TREET in 3 GRADE m 5' MIN. 60" 36" TYP. TO 7' MAX_ °o TYP. sk o 19, MIN. 17 MEN ON DEEP' SEWER, SLOPE LATERALS : SET LATERAL PROVIDING PROPER TO LOT.LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. 'DETAIL TYPICAL SEWER LATERAL INSTALLATION FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM" SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER, OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL (CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION .OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC " PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. Il,. 5' MIN. TO 7' M AX. 8 9 10 11 12 13 14 5 s 17 18 9 '0 2 `3 '4 25 SHEET NO. INDEX NOTE: 1. PRIOR TO THE START OF ".ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION 'INSPEC`110N "DEPARTMENT ;SHALL BE GIVEN 24 HOURS NOTICE,. TELEPHONE 326-=3049 ALL MATERIALS SUPPLIED' FOR,THIS PROJECT - WILL REQUIRE,A CERTIFICATEOF 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 BAKERSFIEL.D.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 MOLATIO S OF THOSE ORDINANCES, STAND AND DESIGN CRITERIA SHALL E ' R.RECTED DURING,-CONSTRU:OTION. - O APPROVED BY: R GER A. MciNTOSH R.C.E. 33322 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE_ MAP,,. THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY" OF BAKERSFIELD- PUBLIC WORKS DEPARTMENT. � I 0 -a br N ul Q O C X s _APPROVE Q Z BY- RAUL W. ROJAS PUBLIC WORKS DIRECTOR D -ATE i 0 R.C.E. 39880 EXP. 12-31-09 KEY MAP Ln a SCALE: 1"-200' J a REVIEWED BY: SSISTANT PUBLIC WORKS DIRECTOR ELATE w LEGEND---. w k ABBREVIATIONS f CL CENTERLINE INV _ INVERT t SD STORM DRAIN MH MANHOLE Q — CB CATCH BASIN JB JUNCTION BOX 0 SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION Z3 R/W RIGHT OF WAY 1 T.O.M. 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. Q 0 N CONSTRUCT SEWER CLEANOUT . .PER C.Q.B. STD. S -20.- -20.- -D D CONSTRUCT STORW DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. mtr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. m> 0 -a br N ul Q O C X s Q m> 0 Z 0 Ln w w 0 Q 0 f— M Z3 Q 0 N 0 STANDARD NOTES 0 1. GENERAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN --LINE TYPE AND SHALL BE USED FOR ALL En BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND DISPOSAL OF THE CONTRACTOR. z HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 0 THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF ALL LATERALS. SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS IN-SITU MATERIALS. MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. U) BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 1 ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY SPECIFICATIONS. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO _I TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. .IF REDESIGN OF BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR AND COUPLINGS SHALL BE AVOIDED. 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD CL CL a SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE STANDARD DRAWINGS SW -4, SW -5, AND D-18 AND SECTIONS 70-1.02H AND 71-1.07 OF THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS STANDARD 'SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. OF BAKERSFIELD STANDARD DRAWING SW -6. DRAIN LINES THAT NEW SYSTEM 11ES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT, ANY NECESSARY ADJUSTMENTS MAY BE14. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED STORM DRAIN PIPE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER BY CONTRACTOR PRIOR TO TRENCHING. AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH ALL EXISTING IMPROVEMENTS, ( CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, 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 REINFORCED CONCRETE PIPE. REINFORCED CONCRETE -PIPE SHALL CONFORM TO THE "REINFORCED � N ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PROVISIONS IN SECTION 65, CONCRETE PIPE", OF THE STANDARD AS DIRECTED BY THE CITY ENGINEER. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING STT -6, PERMITTED. SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE EXCEPT AS NOTED ON PLANS. PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. 2. STANDARD DETAILS SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE OP11ON OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, SHALL BE CONSIDERED PART OF THESE PLANS: USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SW -1, SW -4, SW -5, D-11, D-12, D-13, D-14, D-16 SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. D-17, SW -6, D-18, ST -6, ST -22, SW -1 WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL 3. VCP INSTALLATION MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN 18 INCHES IN LOOSE ( ) HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY BEFORE SUCCEEDING LAYERS ARE PLACED. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO" THAT PREFORMED CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR REJECTED. AND THE CURRENT ASTM SPECIFICATIONS C-12. 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 PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE THE .CONDITION OF THE BOTTOM OF THE TRENCH, PIPE SHALL BE INSTALLED IN STRICT WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION COMPACTION. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C-425. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER .MAINS MAY STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE DIRECTED BY, THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE BE PLAIN -TEND WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM MATTER, OR OTHER UNSATISFACTORY MATERIALS. TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK i5 NOT IN PROGRESS, THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING BACKFIN TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT "TESTING". OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO REQUIRED) PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY, OF SUFFICIENT SIZE FOR THAT MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN / 4. ABS PIPE INSTALLATION NEXT LAYER I5 PLACED. SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CUTTING PIPE.. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE OF THE FOLLOWING D2322 OR D1556. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF GUTTING AND NO CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE OR INCORRECTLY CUT. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT 15. BORED/JACKED PIPE MATERIALS WILL BE CONSIDERED SUITABLE. 9. SEWER PIPE INSTALLATION -�' CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE 5, PVC PIPE INSTALLATION - SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT .., ITS LENGTH AND SHALL SLOPE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE "SHALL BE BACKFILLED WITH MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT AND BACKFILL. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS �_ ` CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER OPER EQUIPMENT AND H GROUT. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. ' APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS FOR VERTICAL LOAD ONN ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED SHALL FURNISHED AT THE CONTRACTOR'S EXPENSE. BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT --BE DAMAGED. ANY PIPE OR FITTING CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF REJECTED. BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING, i INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, N, AND R( EMBEDMENT PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES i MATERIALS WILL BE CONSIDERED SUITABLE. THE, COND171ON OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE 6. TRENCH EXCAVATION FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. - PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN SUCH A MANNER AS TO -FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE THEPLANS. OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. 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 UPON COMPLETION OF THE INSTALLATION OF THE CASING AND, INSTALLATION OF THE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PIPE AND FITTINGS SHALL BE CLOSED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF APPROVAL. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. 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 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED 8Y THE SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO VISTA TRUNK SEWER, PHASE i SHALL MEET REQUIREMENTS AS OUTLINED "IN THE PIPE CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE / OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED WILL BE MADE THEREFORE. 7. BRACING AND SHORING OR INCORRECTLY CUT. 16. MINOR STRUCTURES EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE SW -4 AND SW -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 STANDARD D-14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING HOURS PRIOR TO ANY TESTING. PLANS. BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG DUMPS, EQUIPMENT, PLUMB. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. 17. ADJUST SURVEY MONUMENT ENCASEMENTS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL ADJUSTED OR REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. PROHIBITED ON THIS PROJECT. 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 SURFACE A CE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A 8. TRENCH BACKFILL THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH MINIMUM THREE DAYS. THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. SYSTEM TESTING PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE RECOMMENDATIONS OF THE MANUFACTURER. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. 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 BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A THE CITY. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. 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WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 N EXISTING 198.77 LF OF 18' RGJ-RCP ® 0.11% w LEGEND: 0 NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO ABBREVIATIONS CL CENTERLINE I Z r W SD I i i MANHOLE 1 I .• i z I 3 JUNCTION BOX SM" SEWER MANHOLE SCO SEWER CLEANOUT __ STORM DRAIN MANHOLE EXIST I I ELEVATION I RIGHT OF WAY 9 T.O.O. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ---M------5 EXISTING SEWER PER CITY STANDARDS G a > FINISH GRADE UNLESS OTHERWISE NOTED. ® EXISTING SEWER CLEANOUT o 3- EXISTING STORM DRAIN PER CITY STANDARDS # c� 3 m Ld Y CONSTRUCT CATCH BASIN 8 TYPE 'A' PER C.O.B. STD. 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SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - o EXISTING STORM DRAIN PER CITY STANDARDS (D EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 m Ld Y CONSTRUCT CATCH BASIN 8 TYPE 'A' PER C.O.B. STD. D-14. 17 SECTION DESIGNATION: SECIION LETTER L____,..._ A 2 SHEET WHERE SECT01I IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 32.8 326 18 1s 324 JOINT UTILITY TRENCH 7' 4' TYP• m 3 5' MIN. I I 1 TO 7' MAX. o EXISTING SEWER LATERAL TO REMAIN CE SEWER MAIN 5' 4' WATERLINE FINISHED STREET %'GRADE m l ARN _� — — 1% EXISTING SEWER LATERAL CUT & CAP EXISTING SEWER PORTION TO BE REMOVED LATERAL 1' PAST WYE DETAIL WER LATERAL CAP & REMOVAL 5' MIN. TO 7' MAX. - }k rn 0 M � �� O N j Q m 00rn O Z� op O b z 0O i <t O J Q -4- (-) W 00 r > w co 0 cD o N m Ld Y m 8 m � � W N v � f2 N O U O P c 0 0 m� 0 cn Q W 0 Er CL CLQ 0 mEn N ty m ON 0 N N L� r ,• f OaC H �o aZ> S co - o d, IL m z or ccs Q o �- w1%CC w�W r '1 0 co p.z a W 0 7 Q J �.� CC jr �3 Z w o � V --I-'CID Q o Z �..+� Q o 11-- w W = CD r 0 II m UNIT 6z MITE ALDER AVENUE gMM � 0 33 � BLUEBELL DACE ci 11 ►' 7 UNIT 2 SEE SHEET 16 �� g ,�; ,r; SEE SHEET 12 z -' SPIREA STREET 13 1 a-4N�Z_i ; ( J Z� ,� w� �O �� t t z o w W v o a^ I o v 30 3t) __j I of I J Jm 1 0 'n� F 1 r_ c; grim I SEE SHEET 13 { z �� Cl Q� ¢ I 31 _ J i 18 18 0 0 0 -' -IJ oo z w o0 of I a z I -' 30' 3O' - 18 18 in cvw co" 1 _ Q _. �% ------ _ 29 I 28 2 t 26 -' Q _i I <r 30 �r.a o c5ci 1 I w �� 1 0� I q^. ' `� o I 18' 18' Q x I N i d- ¢ d' Q I f Q I J J J J J C 7tn I O �,�, I O a �o i 2 1 3 MQ MQ t _ J m.�d O M �}w- MIF �tw- 1 MW w d) 1 Z� I I tY I d.Q MQ V MQ -� EXIST. STORM DRAIN M.H. N0. 3 30' 3O' r+ o o -� w 1 t w �Q Iw 101� �¢ + n MJ OJ oo� cn +� o� ++ OJ '�J I �¢' c rn I 5 �Q 1 �� F - Coco _o -4n <" a wN¢`' �� rnJ I �J V~i r,y t d w i _oma oa �c _� V "to ,�ILou-- I aadoao n�- I o� I owe M¢ a I j wl 1 + CD STA. -10+05.04 C.L. 5.00LT.56 " b i F w a � +o _o + Q� a to Q o z + z o + z f -z - + c� I -1 w r F Q cera I v cr z + o Ix o I cn �n N tf') f S �` d W t~J> Cn (n ► F- K f- I M F= I z Z Z tD Z j k- c£� Z + Z + O nn N C.� n I Z I ICS + c�^N Coco I rn 1 8. INTERSECTION 1 1 v' . w cn t { F- t z I I 'n ¢ ¢ X ► ¢ X 1 ¢ - x a cn cn -- r= ¢Q i= rn Q¢ - i Fin .-.- I 00 z I 00 z j � $o o c~ir c' -n vii v '- w `' o x ► d X I d X i cn I-1- i x F cn N N ¢¢ t= F- \ a STA. 10+00.00, C.L. LEMON LILY DR.= X ' J_ �" z cn� U)iv V) w W um r¢ W w v>cn w j W I I I ¢ co I I t I t --�-1--- -- I---- 1 I �� I c�� , c�� `� '---_--_--- STA. 29+6it 5.52, WHITE ALDER AVE. w i - _ - _ _ - 1- - - _ --I-- - - - - J - - �I ( °3 CATCH BASIN NO. 3 i L1 L3 - - - - - - - - STA. AL FZ 4 G.L. 350 5 . L2 S8929'48"E EX. 18" DRAIN 270.34 0 - - - - - - - - - - - - - - - - - - - NORMAL F.L KIEV -350.54 DEPRESSED F.L. ELEV.=356.37 _ _ - "_ +� - - o - - D M °�' , - » - \ _ + EXIST. SEINER, .DROP M.H. NO. 9 1 - - - _ I _ _ 14+0_0 _ _ 5 00 S89'29 48'E Ff. 6' SEWER 175.00' S89'28'48' F$X. 8 SEWER - -162.60' STA. 9+55.61, C.L. 4.93LT.= - - - s 4 �— - _ _ _ - I - - - + I STA. 119+55,61, SEWER I S89'29'48"E� EX. 8" SEWER s 264.22' S89 9'48"£ EX. 6'S SEWER '�o� s 264.22' 16+OC 17+ 0 18+OC 19+OC I t N S T R U C T E D _ _� j N SECTION °O�iv d (D CCD CL ck� cif CL �If a►I - - - - a - - --1 - - - - �--- - - T — - - - - I_ _ --- _ _ -� -_. \ STA. 19+56.57, C.L.LEMON LILY DR.= w o^ I o i o i o r= o -j o 0 o F �o I "� I j r 4 w I STA. 16+21.70, C.L. SPIREA STREET 1 1 r O oM ai J t of - 1 ai = o `n" o o 14 o I O I o^ I n r o o { 1 , tI (/ �j --` -- __ Z W O N e7 N¢ N N< t 6i J O I Oi 1 J_y M _! O J CD— CN \ I fV I+-t�t t 1 V O NQ N¢ ...dJ NQ ► O)J I (34J I O OO 1 33 t[7 ►) EC � O Ln� tY W �' N Q N Q N Q I O J n j O 1 r_ w M W '� w x ca rn J rn _r cn '-r'» z w zm w O vi / \ ¢ c}i J t z i•- J n J N J t\ -t Q W Q Q -. w LL' I w / O I 1$ 18' O If O �t►w ¢ j(�� ¢ Q ¢ �'- -i �F C7w ter- _Mw I �' I z w a c>_ I ''Q I M¢ M¢ M¢i N I ' r Z V �'w n 18 M 1 V 2 Q �F J vG7 /'� J..J N J n J N J = L3V1 n J I 1 Q I w I w I w j }-- Q OCi I 30' ' 30 1 O +� c� i C I c L m �n _ < F- I-- w o z �w� �� I 1 +�� , +� 1 �� +� i 23 24 I 1 ► 36 nJ I NJ �J I N� cno Q I `vim ^� �,z-_ 1 ,z �z ► a z I oo +a �' I 1 i +ca 35 oa 1 3� +ca +c� I 32 I d I w j - ` - - - - - �`' m ,'0O�c� <tz Qx aX Qc" ' UI� cn vci I ► 1 "'� 30' I 30' cflz I nz I nz I 33 a>z I a0z I Q i I , I w w w x x NN I 1$ 18' c i cn cin 30 w w r- r- x w } } <c - z - F= I tC cScn z+ cn cn� cn� cn F- w cn F w n oo ,,, d X a X w a x v> w w 30 v awtn cn.� v> y Na U) ui I �-,�, ` cn ++ �,�, �t X I 1 U, WHITE ALDER . AVENUES get Q mMO)m a �© �� I i F- w X a X I I Q X 1 1 18' 18' E8 mo) cnzo w c~ix�i> + + 22 x F� BUTTERCUP PLACE v ► Nv I N� 1 v w I I i 11 SEE SHEET 16 E8 mo) L dna 1 % �Q rn `- 1 �v SPIREA STREET ++ w w cncn zF p p frt i p �} SEE SHEET 13 w c�nc~n U` 1 cncn v (I \ U C 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 LEMON LILY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE LEGEND: 364 Ute GEARING LENGTH SIZE TYPE L1 S89'18'37"E 23.42' 18" DRAIN L2 S89 37'14"E 33.82' 18" DRAIN L3 S6145'O8'W 7.42' 18' DRAIN L4 S01'45gQ8"W 17.42' 18" DRAIN LEMON LILY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IC SECTION DESIGNA11ON• SEC71ON LETTER 2 SHEET *O;f SECTION IS SHOWN 11 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. if-] 19 Y4V 2 366 LEGEND: 364 K) 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 35 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE oo_ TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT z PER GO.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS ® EXISTING STORM DRAIN < MANHOLE TYPE ''A" PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN owe TYPE 'A' PER C.O.B. STD. D-14. IC SECTION DESIGNA11ON• SEC71ON LETTER 2 SHEET *O;f SECTION IS SHOWN 11 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. if-] 19 Y4V 2 SEc-nON A SCALE: 1" = 50' HOR1Z. 1" = 5' VERT. 366 364. 362 3610. 358 356 354 352 350 348, 346 344'. 342 7Al% iii 366 3 364 K) 362 I 360 7.42 I 358 1 356 I 354 + 352 350 ► 348 I 3" 344 o 342 cv 340 SEc-nON A SCALE: 1" = 50' HOR1Z. 1" = 5' VERT. 366 364. 362 3610. 358 356 354 352 350 348, 346 344'. 342 7Al% iii 0 o K) a) M EXISTING 7.42 I OF 00 EXIS�ING 17.42F 18" GJ -RCP OF 00.11% m rn o U z 0 �� o z cv to o c Z `'� z r t o wzZ zn160- " 11 oo_ > 0 °� z coMw 1 c -j" 00 ,'w < 00 owe N W d ifs LLI Y J jCjw-1 Q 0 m ! � a— cQa t-> "N 4 >: CL CL V) uj LU �E lb ~ z 'Lu x 2 Z Zzn cn_ d w - I I i Il 1 r � o cc s � 0 NVERT" W DRAT INV. ++ .V. 34221 SEc-nON A SCALE: 1" = 50' HOR1Z. 1" = 5' VERT. 366 364. 362 3610. 358 356 354 352 350 348, 346 344'. 342 7Al% iii m� 0 o K) a) M O N 00 Q m rn o U z 0 �� Z LL. I z k Q J o L d 0 > Li co 0 owe N W m LLI Y Q 0 m ! � a— 4 CL CL ti 1 �E lb O zW H g ml m� 0 z 0 w Of 0 CL CL a O H g ml � o o� 0 cm C N i— �U F a z LL! �v-> IL mza: Ci Q BOJ W P J 010 o azZ zW W j o� ^j ..J Z n U Q o I— � a (� o a' W W` I N m L. 0 u' CL WHITE ALDER AVENUE `% 7 ►`-' ©,'_' t -Z a o „ SEE SHEET 16 e 40 z 8 38 _ e " _ pp Rp , z � SPIREA STREET 2 Co '- Q ¢ o BUTTERCUP PLACE o V u � Il T 2 " SEE SHEET 13 I Imo- 2 5 p ,rim ,_ o 30 30 -t ; d ,'nom J p ,= I I o ui� x o �iJ1 f f O O O J$ O O z 3 --� JJ J z J O J 1 30 30' 1 J z 18 98, o- w o^ CD ¢ -iW o o w o o w J J \ w i i „�¢ , M� , cis Ma ,a i� tir'' of z Uv q=, 1= �'�' ��26 ' 27 ► 18' ,8' ( of = Ucwir I �_� I _o I 0 Iv, , 43 42 _ � t �� 3 ro < �b M Q I � � � Q _ J J _ _ 30 34 .I ¢ t r(i¢ t . 4 [�ie! aoao r7 i r5 t « o w U cn�o cflW } w I w i ( I I i 28'`> � toiO ' 29 �' ' 3 "' ' 31 "' I LANDSCAPE o 118' 18' i 1 3 a � dJ � NJ ! -`t � 3dd t�Q � �' w �q I I LOU I I F- I � i - - -_-_ -- ur ! c -i J J cv `t <Y �i en a .- ao o Q NN Q # 1 W v^ w tw- 4 LOT +�riu4 i pJ 00 d W —� }+ t J a t I I ' in z + (� + + NN + C� O U r SM '� J �tN p -� I N �� c� I N J �+-� n J 41 ++ F N I� .aJ C\i w tE)[Cl W I z + z N z + z to" + CD k-`` ^^ + c� � + o + o } I � � cc�cfl o 1 � I - o I t» ++ t w z t f=- t ��- t f- t F- i r)+- ih �z z �z Ir: -zz I �z �( / (o } �z +CD + } r 3 , v> I N i v5 _¢ cn '� ' o _ I z I ai z I w t ac x <,c r* I - I sz + F- yr Ix r -f- v7 o I u, t¢¢ EXIST. SEWER DROP M. N0. 1 d ao © v~i W c"i�:'� i w w cnv� k- w c,� cn �t X a X w (w) 1 d X 1 Q I Q x w c�i3vi 1 Q x 1 Q x 1 I w ars of I W w �--� — - - -�- - _ __� - - �_ ` _ �j__ _ �v I �� I �� ~ W ~ w ~ w _ I 14 I z 1 . �� I �.� I ( � 1 z 00 STA, 9+95.04, C.L. S.00LT = ( ,< � I - - - --L STA. 9+95.44, SEWER } - - - _ _ w — — " ' \ i /11,6 \ — — S89`29 E EX. 8 SEWER `' 246.84' L1TIN R S8929 48'E EX. 6' SEWER230.12' M _ } � __ - - -- � - ------ - - -�= #----------.�--� } t .INTERSECTION INTERSECTION - - - - } _ _ s " S8929 48'E EX: 8 SEWER 300.Od' } t i - _ _+_ __ _ - 14++0� - - s s S STA. t9+50.57, C.L. TRUMPETVINE PL = STA. 10+00.0(}, C.L. TRUMPETVINE PL.= 11+00 12+00 15+00 l 00 - 17 0 - - --� 1��0 $TA: T3 41. , C.L. SPIREA STREET STA. 26+85.51-, C.L. WHITE ALDEN AVE. t I z ;nto , I 1 4 i 1 I� _ tT R U T, E D cc cn I — -� - - --�-- - - - - . \ t o t o_ t o� t o r o t o ( o I o Io ' o I .. o Of 0 o oo w I �_' t rn-i t rn i rn=, oz� 10 I II o I o I o o^ o 16 Q r�Q �Q r7Q r l< oi� I m aim ai=, ,a 0 0- "' `c '' � I "' � I� M< ai < os = 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 -326 0 0�+ d D: W U U r! U T 4 !- N W W a TAHAMA WAY �J o oo -' I o 130' 30' I Q I o m ! z m II J O Ll J Q �� 18' 18' �� I o� .w -� I JJ �n I d it Of *F �� t d I I`� `rQ ad = v { v� _� I rn ca M if `r C.arh t ~}�-- W } �F'- I �F�i- O M + O NCO ��' I �J �' •-� I o 1tj� d nW ct S 27 26 "� I N_ I t 6 'fid I 5 a +� I i+ o�n N,,, r?e w r; I z =z 9 - cn f� 6.y� �J J �J c0 U Od- F- 4 I o, I¢ + u> W CO cO �Q '� J '2z \ OO / d'� I �� Z C14 1z' l[5 I w Loco 6)J I d „�.._ Cci ( � UN �J I Q) 'Q� mQ CD i I �` I .-r- +U MJ `i- �- ON NQ m in W_ �Q d - +Q ¢"-' z dX I dX ti I ? d¢ �� I `I ca 'r + I �a I C-4< � d z 0�w L� . tdW �W �, �w Fw �; �� z I� �� 2 I f J ' pa m2- '�yJ SPIREA STREET - -�C4 cn I a Q cccc o I Q r' cv I SEE SHEET 13 -4-4 dJ n' d-'' iS -LJ� I 1 I L77 Ix F--+Q��/j r,z T �� co I z � a6 -I —----------W (ncn QX U'r"`.F=- '-Q o"� N I ?J:Nd�'�N89'26'10"£ _ - ' c~r>,w , JJ +cqm+ aio C7) Mtn ++t �U ED 18 DRAIN - - D 299.17 ` 16 00 ` - oaz ( (n a+i� �� 'MM I INTERSECTION. P.C.C. S89.04'39"E RAD. -'' JL1 - 14+00 - �- �� n " a- I U) I STA. 19+87.62 C.L. BOTTLEBRUSH DR.= EX. 6' SEWER EX. 6" SEWS 3 8* � �< a6I - - + Z � wSTA. 1.0+56.19, C.L. SPIREA ST. - - - - _- - 5278F`� _780, _ I c,sv+<X i 1I 5 j µ u u n I Q �! / _ _ z C14—� 18" pRq N �g+pp R - �`��ec ij ` QXIST - u) cr 0 7 Z o ca o w w o co rn �� 27.6g' �� 6� S / Srq /� '- o o c=>- o 0 1 I cn N oo ��`' o _ 4i /' f Si STq 19 5 E% z m�wi z � 25 �3 Z �� Z / t -- N Z J - _ y - 1 0 ,�� / / �F9 19��z85 C N0 1� mQ Q J Ji Q �X in = o \ , \ w 321.91 sT �9 26Jr L '4f% L = v Ucwn '''� w cicn = vcn �o w ;n o _ r / i x Sf ' S7R s U Q Q M I I w z / oo m co \ "' N(16'S6`56"E \ '�'�' >� R T. 3. t- �� _ _Q mai 0000 1 I / z } Z J r o " coca � a'a' I 18. / I Q C3 PARK S`>! 18 DRAIN 20.68 co m NF ur M" � z v� V) LoL++ � X 30' / �� I (z� / �fcf \ V -ANE R �¢. I! ¢a °Do <a L- dd I o ti 111 i \ R �� x �►- X f -F- x F -F -JEWEL FLOWER STREET N + ®� �' d \ 11 w tncn w cncn uj Na W cncn w axn SEE SHEET 11 FLc) +'� I I I Q co N \o �9 \ o �a �z 15 �_( zo d \ c� 9 W ~ 2�__ 3' I 231 °Q g c.;' cnv) 35 i o 00 of z _j !` \ LINE TABLE 'I i I of TN 7 \ %BOTTLEBRUSH DRIVE UN �AR1NG LENGTH kprm'� tmc } a NMW E� o o' L1 S89'2948"E 50.00, (PRIVATE STREET) m -JWW \ U N Ti I L2 S8929 48"E 50.29 " Q OW� X ` L3 S87'03'18 E 1125.4,V SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL " 'U -W ``` `" �Q w r�n 8 9 10 11 12 13 14 15 In 17 18 19 20 — 1364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 30 328 326 PROPOSED SIDEWALIK LANDSCAPE STRIP INSTALL ECCENTRIC CONE AND ROTATE SO ACCESS CLEARS EXISTING CURB. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 o _ z X 'L' ! EXIS NG 20.6 LF OF I \ 18' GJ -RCP 0.15% w � I I t 1 I CENTERLINE z a0 jRCP INV { m > I C`4 0 00 11 W Q•N Z U� >;w I if( MH Z Q OOMWIJi ' CB CATCH BASIN �JQ(n I 3 ! } w Q "W -film SMH m o N > Z ! t I SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE J y- I EXIST EXIS►IN 156.16 OF 36 RGJ-R 0 1.68 a ! EXISTIN 292.86 F OF i8 RGJ-R 0 0.11 INV- FLEV. 3 L79 EXiS1NG 299.17 LF OF118" RGJ ® 86% 35� T.O.M. EXISTING 21.91 Lf OF 18' GJ -RCP 0.23% SECTION LETTER 72" MANHOLE DETAIL W/ECCENTRIC CONE ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. _ _ A = _ L SCALE: 1" 20' ® EXISTING SEWER CLEANOUT 2 SHEET WHERE sr=cnoN IS sHa�l PER C.O.B. STD. SW --6. - - D EXISTING STORM DRAIN PER CITY STANDARDS Cl QD EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A' PER C.0.8, STD. D-14. m _ W rn O 0 N 0 I t � I I du LJ zcn of mg U O' �M ap x ( Z EJ'- zjz tt7 W cNai w ��0 0�0 ¢ J � r ; ! ,rj� t i -JIca M w �M - Gi N CV •W Od• ��y' ! d{ I } { J O i�j ' "' t f t I i w w EC I t C, °°WW [� �M P Z� I t j i �J ! QxIMATE, i FlNISHF N oc +W 00w X'cW w ¢ n a'ww w �» '> Nzz z I ( p �i. 1 5 1• OXiMA FINISHE ( cn to_ __j "w -} ' ! ! }' rn Qz ! i —_—-- - i GR i - - E .0 CE - - - TERUNE - - - - I - - - - w z - .3 5 ! `s PST.-, - 2 w cnz I' --- - - -- - - -- --- -- --- -- - -- ----- w m ---- 3--- -� 1 ---II -- i--- t -- i 1(53,520; �51 T; I }f „ # INVER 18" DRA # _ - - � - i INVER 18" DRI ' I I INVERT Tt t - J L I f INVERT '" SEWS j ! 13011 IN ul-[NVER 36 DR IN ELEV. 340.75 �'�' �' nJWERT f INVER ! INVER 8SEWER jIN RT 8 6 SE R M t IPPT ' I ! I 8" SEWER a t ' Z z N O I J 3 Cn = y' t W i �r..l �W ' i W 4 1 W J r W J J w Z to W Z z e J� �� Z Q t0 J �N } ! I ! tD -1 7 �� ! Q J CO s. "C10c) I ; J-0 �; - S Q Jm �;CO S Q J'z =m= I ZV I NOTE'. _°° CDC, COO I 4' �M + 3 + j } o +M II-WLLISL 1W ow All EXISTING SEWER &STORM DRAIN MM CL t vwi W W W ! W WW +, Lu +> cn + MANHOLES ARE TO 8E ADJUSTED TO FlNISH GRADE UNLESS OTHERWISE NOTED. W W " +� +> �� I # } W NZ Z W NZ I i i I I `r Nz U)zz • cn__ EXISt1NG �— 125.4 Lf OF ( i I V)= X �> JJ ' , 1 12• cn_ " win? w (nm �,, zz ixi—z ``' U' EXISTI G 250.01. LF OF SEWER 0.35% I STING 50.00 t Lf } t _ t EXIS NG 50. OF fi" EWER At 101%INSTA ISTING 6 .54 OF t i I E 8" SEWER 56.36 OF 0 4,00% tj --i I L—r - I I I 8 9 10 11 12 13 14 15 In 17 18 19 20 — 1364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 30 328 326 PROPOSED SIDEWALIK LANDSCAPE STRIP INSTALL ECCENTRIC CONE AND ROTATE SO ACCESS CLEARS EXISTING CURB. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTION A SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 STANDARD FRAME & GRATE PER COB STD. S-8 EXISTING CURB & GUTTER INSTALL RINGS AS NECESSARY FOR CONE TO CLEAR EXISTING CURB & GUTTER. LEGEND: o _ z X 'L' ! EXIS NG 20.6 LF OF I \ 18' GJ -RCP 0.15% w � I I t 1 I CENTERLINE z a0 INV { m > I C`4 0 00 11 W Q•N Z U� >;w I if( MH Z Q OOMWIJi ' CB CATCH BASIN �JQ(n I 3 } w Q "W -film SMH m o N > Z f->oW +nZzn t I SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE J y- I EXIST EXISTING ! s � ELEV t j 8" EWER INV- FLEV. 3 L79 RIGHT OF WAY CLASS "A" CONCRETE 35� T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SECTION A SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 STANDARD FRAME & GRATE PER COB STD. S-8 EXISTING CURB & GUTTER INSTALL RINGS AS NECESSARY FOR CONE TO CLEAR EXISTING CURB & GUTTER. LEGEND: o _ z X 'L' 1 \ S ABBREVIATION w � I I t 1 CL CENTERLINE z INV INVERT > I SD STORM DRAIN in I 1 MH MANHOLE CB CATCH BASIN JB JUNCTION BOX w SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE J EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY CLASS "A" CONCRETE 35� T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 7'-6" S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER 72" MANHOLE DETAIL W/ECCENTRIC CONE ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. _ _ A = _ L SCALE: 1" 20' ® EXISTING SEWER CLEANOUT 2 SHEET WHERE sr=cnoN IS sHa�l PER C.O.B. STD. SW --6. - - D EXISTING STORM DRAIN PER CITY STANDARDS Cl QD EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A' PER C.0.8, STD. D-14. �.a Grid epi o v Qj m o V) z 0 in w J 0 d Cl Cl m W rn O 0 N 0 UcqNIT IL UNIT IMPERIAL LANE z Li I/ 4 0� t 35'5' "1 n q Ii Q � w r 23' 23' r- o N ' C14 b Y� Ou! , st J za �$ z J oz e= oQ3 "7 z I~� I �`' 1a+cf o M� WHIT S ALDER ASVENUE M = o z FAWN ULY LANE �� o ,'_' JEWEL FLOWER STREET �� I ,., w _ �$' o SEE SHEET 11 w J O- z SEE SHEET 11 z I I �,, Lo z- sJ o �-i -i %� c�.tn ¢ �� 30 30 z � ? � t z 'o 30' 30' c> 16 �� I vci '��-±1 18' 18' a `' Q -- -- -- -' � o `'----' 30' 12' z o 1'f � socf-_� I o oh m { acv 18' 18 _Q z vcj > - _ � �w cj ! 18' g oo m � PARK —w rn� I ' ui W cn g c�tf-7 I r zo .=© - - - - �a v vcn t I x I i w c000 n rn \ rnrn t o 0 o M cr oo t I oo w o'om ce �� M t I `' w� ,no I N li cn uj .p cn O+ A O + W W a00 w co c>+"+ t`n wu 0)m + (n �f lP F- F- _ f 5 x N NQ 25 2T �N N ANOr� 15++ _�(� �� ZQQ XF ..%�,� 2g� W to to c[ t-- W 1 Z fid' aD cpe! F -F- ' w w N w c~if FQ1 z F�-c'1- t= T v x I'n O �� cncn W- t - - w Ur o - �� cncn cn as cd cn 1W '.r! a'si9a: " pR 486 S44'17'13"E 47.91' - - - - PAS__ - - z k \ cncn w 0- - - - -J EX. 18" DRAINIz- �S 1 - VV ----- - - - - -- - -F -- 6 ��,s,,S89'04'01"E 11+ 00 000 EX. 18" DRAIN Q 12+00 229.62' s89'29'48"E EX 18" DRAIN p 325.56' _ _ - _ N�76 _ . - - '1 pit-, } n s - - --� - - - - -+-- - - - -D J�! � I � I < Q 89'29'48"E S EX. 8" SEWER S 210.00' LIS EX. 6" SEWER L2 EX 6 EWER I " L3 o oQ !m xz • - t N N - - BEARING !� W 100.00' 360 co cn �o?�nQ L3 w � 1.0 i ^d SOO'30'12"W w o ' z ±r � o PER TR. 6448 -UNIT 5 Q EXIST `_3 jw W P L o M.B. 54, PGS. 106-107 _ g �� T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION t 18' 1 18' Z W ' < ucn m W _ 354 �N ® vv 30' 30' � rnrn 8 EXISTING STORM DRAIN PER CITY STANDARDS 44 ¢X MM f"v W EXIST Qo WHITE ALDER AVENUE "' _00_ (n++ ''¢ SEE SHEET 15 N aQ 48 348- C�, Co (n(n z QQ 2 346 346- of wN ,�J I t w `r'- en ±� to t 55.00' I �- U �z z 364 UNE TABLE I UNE BEARING LENGTH 362 S89'29'48"E 100.00' 360 S89'45'23"E 57.84' L3 N83'33'41 "E 89.70' L4 SOO'30'12"W 358 to �'- !! PER TR. 6448 -UNIT 5 UNIT EXIST cc P L 356 M.B. 54, PGS. 106-107 RIGHT OF WAY T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S—EXISTING o Ww cn z -k m W EXISTING SEWER MANHOLE 354 r-- ® c�D ( 352 Zsi in EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN EXIST 350 � ''¢ CONSTRUCT CATCH BASIN I 48 348- tf �J + 3 �Q -� 2 346 346- of wN ,�J I t w `r'- en ±� to t 55.00' I �- U �z z rnz 3" 344 +c�' �" wF NN I cn a LANDSCAPE r ! ,_i i 342 �rz` z ¢kt I cn ' �kQ { 0 LOT W to I �'< ! 340 a `n t~ix~if ' w encu f En fns I ��'!. 338el� xSTING 29.62 L cc GJ -RCP ! \ 336 b M � E CC w 5.56 LF R 18' RG 2d+00 0.42% Lu 0 334 EX.8 G 299.6 - —1+00 RGJ-R j �\ 332 SEWER- Q° CLO --i- NOTE: 330 rOi trn 245.24' M 10 EX. 18 DRAIN �\� /� - ---- - --- I� �� af o-, _j I �Q 5 ¢. _ 1 ' j - - -ter - I ci U-) "'moo ci_ 1 22 0� }�' ujo: +C '�-- -� / I-- -- -- k--- t-- ' W /,----_� -- M T W N h- I OJ �QO O+OZ Izo 0 �c � P w N w w C) _ ! � t- N II I p � MQ o Ja n I �,� C. U� co t t ( ( M O O _ F L0 _J<Li I '-W N pop 1 Z 1�-W oo.� o u oo i1 0 1 Q II I r' aC I n o ( I k ..z o 21 +cam.- a"-' I _.i -i ! J O ! ) of I o� o I ��J m� + �¢ �zz + I N-- I 23 Oaf MQ i MQ Z M NJ r'f� 006st G� n r O nQ MQW O MQ I TWO MJ '-F- S/'{, uim W N a1 rri n_x o o _ W a cliz W I Tp ol a X I o f o1VQOJ �M> NJ CJJ Z uj I Z 1 ~ I �� JWI N~18 11 9 c < Ucn U �Z k--WU Q w CD a 12 O -� ilw, o �o a`' I + 16 ' J 1 7 ¢ Uvf rn I co z ciao I W of cnI m cn ±z t ±z I +c) Iz cjk?w Mz I += vcwi�" I I i +0 Icuaol +c��ac"r n mo I -,= I 7F ! wm rz i z -jl s_ i U 1$' 18 �rz knzcr fAaf knz 3 4d••- rnrn t= r corn I I a -w ({�/j) (2 of ccflpW (n V'' W CD of "co w d=d= I cf"W cn ++ I Z �x �>`� tE•)t[')I (n`. N QQ lo- �aec",e=if CANDYTUFT WAY v a¢ W Nu) W �oWW 14 x h� W u vfz� w envf 13 CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TRACT UNE TABLE I UNE BEARING LENGTH Lt S89'29'48"E 100.00' L2 S89'45'23"E 57.84' L3 N83'33'41 "E 89.70' L4 SOO'30'12"W 23.42' CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TRACT I 2 �-' CENTERUNIE CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT INVERT SD MH _ CB CATCH BASIN 4 JUNCTION BOX SMH SEWER MANHOLE to �'- !! PER TR. 6448 -UNIT 5 UNIT EXIST 2 P L z M.B. 54, PGS. 106-107 RIGHT OF WAY T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S—EXISTING o Ww cn z -k m W EXISTING SEWER MANHOLE of cj Q J r-- ® c�D ( J -i-? m Zsi in EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN EXIST UU t c; � ''¢ CONSTRUCT CATCH BASIN I "fQ tf �J + 3 �Q -� 2 �J ` 1 of wN ,�J I t w `r'- en ±� to t 55.00' I �- U �z z rnz rnz +c�' �" wF NN I cn a LANDSCAPE r ! ,_i i ` v_ i �rz` z ¢kt I cn ' �kQ { 0 LOT W to I �'< ! k`� x ' a `n t~ix~if ' w encu f 11 P� fns I ��'!. xSTING 29.62 L OF 18" GJ -RCP ! \ co b M � E STING 3 5.56 LF R 18' RG 2d+00 0.42% 1 _ +d0 S'OOE - EX.8 G 299.6 - —1+00 RGJ-R j �\ SEWER- Q° CLO --i- NOTE: rOi trn 245.24' M U- ALL EXISTING SEWER & STORM DRAIN -4— 7 m N it n f I i rn t ' co t i w C� �f Q CD o J N I 1 a �� Q i � �� I � � STA, Z -' °+' � 6 U(n 5 � _, w � � I ! STA. ooz , +� °' I +� oz t I ! I , i 18 18 co cr; 0) v� I � F 1 1 30' 46 F -x op a as ARE TO BE ADJUSTED TO w PALE LILAC LANE I W ° X SEE SHEET 14 11 12 13 14 15 16 LEGEND: ABBREVIATIONS CL CENTERUNIE 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. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S—EXISTING SEWER PER CITY STANDARDS is EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - o EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN EXIST NG 47.91 LF OF 18'70 CONSTRUCT CATCH BASIN I TYPE 'A' PER C.O.B. STD. D-14. --- -.-- w xSTING 29.62 L OF 18" GJ -RCP 00.22% E STING 3 5.56 LF R 18' RG J -RCP 0.42% ! ' ? -EXISTI G 299.6 LF OF 18* RGJ-R P 0 0.3B% CLO --i- NOTE: M U- ALL EXISTING SEWER & STORM DRAIN m CD o a� 0 a MANHOLES ARE TO BE ADJUSTED TO w I W ° ulj I z m >^ I FINISH GRADE UNLESS OTHERWISE NOTED.m(n 5 Q 1' -ice!'- i! O -j:? •- i I C4 a0 W �- Z CO ` Z N i I 5 e•jrnrn I Lninj M eJ d p I to «1 = M Lai 2 O M _cq1oc I � d- '> t i i ! 62 cy Q > Q ojj o oTo 1 F o A PROXIMA, FINISH Www Zlool cJil ! J �I ►Q-jz x AP OXIMA FINISHE _'T o GR DE CEt$J RUNE ---- --�-- t0'M' -- - - --- -- --- -- -- -- -- --� jOM 16 TO j 351 351:9�T0'M' i I 3 --- - - - ----- 11 O, ! T•0. O. X50• 1 I { - 1 _ I '---- ! INVERT 8" DRAIN` - - IN RT 8" EWER 1 i I INVERT 18' D IN ' I ! I INVERt 8' R f I IN RT " I INVERT DRAMIllf _ z k INVER 6" SE R I ' t f N N '--IN RT 8" S WER z ! i z` w i 7 z o! w 3z w z Lu J Z ( ZW z j W J 3 W 1 Wt co Jto aOroi7 VSO } = a0 } _ i = c0 J Z NUD W O Q m W = r C.Lr j� I Z r pptfl MMM O z = c0 �N- cc{cip dLu -^-..- - { a } _ 1 1 U ._.._.._.. ¢�fN i .•M j - MMr� +jj } d .'� ! ��y{ I w d .# M j I ; j 1 I 'L. :�1 CO bjM i+i? I r Q �i.t w+ Kj •� M oM a o cpcV W d•<i• MM � apd- M w to W t I cn w j N , en ��. esf�t tj ..•.-..#.- - ,nww�}k J Wj S w M "{"W I awf W W -i-•! twit W J '"rW 11 I v~i ! X i• W F> -• W W t jJ N X W .' > I I ! j< j< t •Z ' In WJ OW 111 WW I 1 i W V)Z - (n?? k W u Z W W N i i " " t w jj x �`' i5Z �- 0.35% w Zz EXISTING 1 6' SEWS 0.00 LF 0 1.00 W z ! ! t STI G 57.84ILF OF XIS-mN 89.70 If OF { ! EXISTI G 210.0 LF OF 8 SEWER EXI TING 56 6 LF 0 j 8 SEWER 3.37%, ! - I 11 12 13 14 15 16 LEGEND: ABBREVIATIONS CL CENTERUNIE 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. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION —S—EXISTING SEWER PER CITY STANDARDS is EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - o EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14. 17 SECTION DESIGNATION: SECTION LETTER iL -- -- A 2 SKEET *uzE SECTION IS SHOMIN 18 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D•-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 20 21 — X364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 22330 __._STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK . 37, PAGES 29-30. O N :n C <m 3 � � m W T - N/E.0 'S85'43'30"W RAD. C.L. CONEFLOWER DR.= C.L. PALE LILAC. LANE ,a -6vyR 96-/) 70,oa rn O 0 N 0 z cr W W z z W J_ CU c-� z r O (/7 0 Z e J rn O M F- 0) Q d. ooh z LL- Q J W U 00 �_� Ld CD �- N (r Ld Y Q m >-15!1 0 z O w > 0 CE CE CLO U- m CD o a� 0 0 04 U Q H .ct a Z uj CDa>. -.**aa: cr_", CD z D CC ccs 0 o tr W F- om �+U� o Z Q a a LL oWZ �3 z W O 0 U U cn a Z M �a a 1" w co J V/ (i m o N o a' 11.1 I N ' W I 00 aD .- LL 0 e5w CENTERLINE OF 20' WIDE i U N I T 10 o<� VEST. . . 7202 PUBLIC UTILITY EASEMENT co o PER TR. 6448 -UNIT 5 WHITE U N I T I z Y� "o' U I I M.B. 54, PGS. 106-107 11 ER AVENUE N gp� SEE SHEET 16 0 , z o �, ► : STREET RIGHT-OF-WAY DEDICATION TO 30' 3Q' ~ I ,,, O CANDYTUFT WAY 3 w o W� z© o - - 18 8' �, o^ gg o I of o "'� 1 30' " 30' J o "' X� 2 1 w o z oo PALE LILAC LANETHE CITY'OF BAKERSFIELD PER BOOK 6 0» t pjJ , o-� o z -'L o� o o I o I r '� _j I� J �' �1" `' "' 3 1 0 LISW SEE SHEET 14 5737, PAGE 876 OF OFFICIAL RECORDS I , N Q 5 i q- Oj J I 3 pj =, { (j(� aj J I O CD z W O WJ o O J '' " ' + ' I s AND TRACT N0. 4709, MAP BOOK 37, N `� (� N Q N Q ¢ N Q Oi J ¢ V O,•,� C.)CU a O O O -1 CD JO J J ¢ I I I N Q 5 I 4 1 0 16 0 15 z I o g 5 I c�E- w Lw- a; w .� w aoao I rr I i N Q N Q ao� J z ai a; J , cstn a o q Q o z v PAGES 29-3Q. oo -� Q �� rn� rn� corn rnrW aim w i a;W w foto I cno r> € NQ NQ 4 ociai aS= caves I ( oi� I _ _ _ _ oi� ig 30 40 d'J aiJ a iriui t`' �� I �� I N�" NQS Op'Ck NQ N< , rnJ 'r I a ' Z oo •h .J csi J a0ao ai Q ¢ r srieri ai U cciCS oiw w I coal I N¢ i N a , N Q , + ^.4i I coJ `'' �. �+J a ° nt` W NOo '` o''_ rn``'�' W w I� I e18 18 +c c� e'� ++ o aiJ w a "a F- to uStsi �„ oz , Z ♦W +C' +(a NN +e� o I N G? ++ rnJ� ++ � J I of`� a ¢ rV ow csi r- aim d W N t= I N Z r7 Z + c CC c� of J ` M 1 { Lt> Z t t_n , r>p , -� f �� i r7z <L z �z ^�� W +c�? cO� +o o+o 'n rn { * -� to a+Dap rn �J a' I 1 1 °O� u� F r N Z + ...! trait') J <t J ! w. ¢ r7 F-- I O v�, cn 1 ¢¢ �n ~ cel `-i= { I .t- t- N oz oZ �z +c� +o ei� � w :n <x ¢x q� �x d- r r Q- I cn o F- ¢.< t --z i r- _z �z a� F o +o +o - cn O O \��-- (nv U).w... 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WHITE ALDER AVENUE LG �� k w o p Q- N N � N N 0 11►- 18 V!v ww I w d j x �y X I �ilf I I l ! �- I 30 40 SEE SHEET 16 0 �d �� SKY LUPINE LANE �'" `�v �� Nv N �v I v . I ;z I �' - - � cp0 Wf�r �°' i No PALE LILAC LANE • U 1 / z QQ �v • . NT. TR" 7202 U 1 SEE SHEET 14 cncn CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Jolt ABBREVIATIONS CL CENTERLINE EXIS11 IG 290.6 LF OF " SEWER @ 1.12% MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION f RIGHT OF WAY ING TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. D EXISTING STORM DRAIN PER CITY STANDARDS (D EXISTING STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14. XISPNG 490.00 U OF 8" S WER .35% Lu EXIS 290. LF 0 8" SEWE�t ®0.350' "362 J C) a a Q ....._. ._ E ISTING 2 1.34 LF F 8 SE R 0 0. 8% N � i � � ; _�.__.__._ _ f --f __�. t i i { I � O - 360 N o � I Z N O ti.l o 358 t z _j� _ _ s C-) C-4 I I f i € "�;.14 , co$o aI s U.- r` t `'� `- i ! OOLO comet � t[)� w +' I I�T- i � � { t € I I ° �' N �L f W. clivi o� 354 MM wwAPPROX MAIL HN uj 5Z N J _LLjI j vl-- j i I I N- ~ L' x i- Z w cn_ - -- : AP GRADE ROXIMA 0 CENTERLINE FINtSHE `'' u' w - NW cnz - wu -- Ln » c� GRADE 0 CENTS NE - ``' "'Z I i ! € 1-- --= -- '--- -- ---- T- --- —`;- - -- - - -- 352 X zz -_ ---_.- - ------ --- -- -- -�--- ---�-�---+--- ---i---t---1 i - 35 - ---1--- y ,� Tom 3 ram 350 351 TpM ! + I 348 £ I I 346 RT 8" SEWER I I NIERT 4 A! ! —`- t 544 342 EL V. 345A IN RT 8 I j --- - `—� I - - _.. ' { € i € IN RT 8" SWER i , ---y-- I _ ALL EXlST1NG SEWER &$T ORM DRAIN I 340 JEWER ! I I I } MANHOLES ARE TO BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED. 338 10 € 11 12 13 14 15 16 17 to .,. LGND: 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 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. D EXISTING STORM DRAIN PER CITY STANDARDS (D EXISTING STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14. L� SECTION DESIGNATION: SECTION LETTER L__ __ A 2 SHEET NHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. LV Ll ; 364 362 360 358 356 354 352 350 548 546 44 142 ►40 138 I � 0-;, W//) rn 0 0 N c� Z w W Z CD M W J C) ca z r z cn 0 Z J 0) 0 F-0) �Q�t 020-0 Z O, ! Q J W�00 r W co 0 li cp o N w Y Q (21 0 te) rn 0 000 N co \ rn 0 o 0 m m CR b, O CD> 0 V) z 0 Lu J C) a a Q 0 E- m 0 N O - - - —Ll� I� ---- -_- G�lSt M F OF 199 U UNIT STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 1 (L INTERSECTION rn ZJ i -) 5737, PAGE 876 OF OFFICIAL RECORDS J 40' AND TRACT NO. 4709, MAP BOOK 37, ma STA. 10+00.00, C.L. BEACH ASTER DR.=lr /L -IJ PALE LILAC TRACT NO. 5444 m m M. BK.39, PG. 98 w 6 �C STA. 12+80.47, C.L. WHITE ALDER AVE. D Q (' o o — PA — o - - p �-- 0c' SEWER CLEANOUT ' w o c zJ • J � (n Q 15 I— — moo; o�r�i _ ��! ��I TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ its I OQ 6Q o of ow �j 18 SEE SHEET 15 g r E 18 19 r_z N - - - --� ► o 1 +J 18 z1 19 +c- 20 NZI <FJ� 21 z 18'�zI ;10� rJj Qw �wim o (`� �I Z o m od -io (n i Q<_ (n I aX zzo 30' ov u") I QX ,�� S^ ,�,�lo-"Ij v �JN (�9 o q I o I ; (n— I o �� 0��,I < `- mw J o0 MA UNIT is' i8 SEE SHEET 15 N zo >+ O n C ^ 31 0 30 o Z Jw 2 ! 13 , w � -- i NQ 32 NQ I �J N 1 ! ¢ Q ��! "< ! m CD wo �NEWER V_SELEV c3 ! Q O N cl4uj w dH ! w I rr I af m 000 ! ce CATCH BASIN NO. 14 '¢ t~h F " 40 -4 m M Ja �Q o J I uuj ui _ L, ` o __j corn ++ rFw N -j m <jWW _c o STA. 9+82.12 C.L., 16.33LT. moo t + x IQ- S � t 'LcWi� o"' + z + z + c� + c� N �T + c� i NORMAL F.L. ELEV=349.82 ! II o W �' ^� o¢WI =F -� I �z FINI " �,-z 1- t -Z DEPRESSED F.L. ELEV=349.65 = z N m �a I X ' X I I x _ ._ co -- -- X I 1 1 1 z �„, Q �v Q d X Hw (n` d X V3.� ►a -g' N a ov ENTERLI Euj w 'LX 1 tnzQ cnmm -- -1 �F-w 14 Ll' -- _W EXIST. SEWER MANHOLE NO. 46 I L S89.29'48"E Mao jj EX 8" SEWER -1 ►- z Mm W zow _ z n �m zm STA. 9+95.04, C.L. 5.00LT.= S Fl ISHE `` s� 296.64' S8g' g'4$" STA. 9+95.04, 5.00LT. _ £X. 18" _ - - 1 +00 -- --- - - — 12+ 0 13 00 3�.T •p' m DRAIN o. °.2 "Lorl - - - —Ll� I� ---- -_- G�lSt M F OF 199 U STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK :C4+ (L INTERSECTION rn ZJ i -) 5737, PAGE 876 OF OFFICIAL RECORDS J 40' AND TRACT NO. 4709, MAP BOOK 37, ma STA. 10+00.00, C.L. BEACH ASTER DR.=lr /L -IJ PALE LILAC TRACT NO. 5444 m m M. BK.39, PG. 98 w 6 �C STA. 12+80.47, C.L. WHITE ALDER AVE. D Q (' o o — PA — o - - p �-- 0c' SEWER CLEANOUT ' w o c EXIST • J � (n Q 15 I— — moo; o�r�i _ ��! ��I TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ its I OQ 6Q o of ow �j 18 ALL NOTE: SEVIER nw , OJ E 18 19 r_z N - - - --� ► U>Wrn �17oz1 1 +J 18 z1 19 +c- 20 NZI <FJ� 21 m 2n 18'�zI ;10� rJj Qw �wim NO) y oov �I �+ 16 30' m od -io (n i Q<_ (n I aX zzo X ¢X u") I QX . -IT v �JN (�9 Nq q I F- U) TO BE (n— TO NOTED. WHITE ALDER AVENUE < `- mw MA UNIT 9 SEE SHEET 15 N zo O i f i I -- { :3 cn UNIT (n 1 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 LINE TABLE UNE BEARING LENGTH SIZE TYPE L1 S89 46'59"E 23.48' 18" DRAIN L2 S88'51'32"E 32.17' 18" 1 DRAIN r FXISTING 93-48 1 F OF r wad M II (nm i Qo ui SKY LUPINE LANE i o 27 o mu) o _ 30� 30' N o 0 NQ mJ 26 16"25 -j 9 U� 18 1s' S $ a 7 MI O)mJ " < rom??w 00 ��nQ o0N 00 __j J J S{� �N tiCfi aO+� m --' +} C I �2Zi Iti F i m .- .- a¢ o FQ-x ' `tom Z FQ-1a- ' X ~ W (Al iM Vl� QN I - - cn� - P/L-1 v�,� - - N� N t~i�� z PA Qw i E EX.SB" SEWER 29.64' ' 89'29'48 E EX. " 8' SEWER 14 li0 15+ 0 0_00 - F7++60-- - 1, o � t o mal o C) o MI �--r OJ o Q �< m22 ��`+ Z C. ow pw ow S§ ( i 4J 4 M� 10 ( 11 UJ� 12 g , 23�sp, o Q �n z I c+o z mccnn' 0 H 1 cO Z 30' 30' d X d X SCOTCH BROOM WAY ^o m NO +a z v)(n (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNIT 9 rMr) if z ~ PALE LILAC LAN€ z o Lu ��'� SEE SHEET 14 6 `� 4 f ' 3 - 3D' 40' C) w w I rr WiLd I 1 I M�t� I 14q�, 0i M qo i OJ r�J wca OJ U')J Q �V J m ` �. 1 rN iI O� . t rn d w 1{ 1 0 U-) 1 Ns I 9:5 cYN Q {+CD �+ caaol �� i �2 I S I INgAol mc), U) i ¢X X rg--¢ I X i ¢X i fit! I dtA �4Wt (~nom- W (n(n - -N� - - � v~i� - - � - ff•� _I_ Nv�Vl�tl7 + (� i I � s 296.64' S89'29'48"E _M as EX. 8' SEWER S 252.07' 18+00-- - - 19 0 _ 20+00 -1-21 +406 % J It I� ---- -_- G�lSt o F OF 199 U STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK :C4+ 18' 18 rn ZJ i -) 5737, PAGE 876 OF OFFICIAL RECORDS J 40' AND TRACT NO. 4709, MAP BOOK 37, ma • /L -IJ PALE LILAC TRACT NO. 5444 p LOCO m m M. BK.39, PG. 98 w 6 �C ' 354 JB JUNCTION BOX - r N- SMH I o z 0c' SEWER CLEANOUT 1 SDMH c EXIST EXISTING J n (n Q 1 o I a i o Y � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION Ia m� EXISTING SEWER PER CITY STANDARDS m , �� I �rQ 344 its I oQ ..13 (Of Q 14 o nw '0_ 15 ow �j 18 ALL NOTE: SEVIER nw , 17 E 18 19 r_z I V -W 00 I +c7 1 , I r+z o+o� 1 00 z: m 2n 5 rJj Qw �wim NO) y oov ,�-----MANHOLES d zzo - uj v~i 1 ' q I (n— TO BE (n— TO NOTED. MA UNIT 9 It I� ---- -_- G�lSt o F OF 199 U STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK :C4+ 18' 18 ZJ 5737, PAGE 876 OF OFFICIAL RECORDS J 40' AND TRACT NO. 4709, MAP BOOK 37, ma • PAGES 29-30. -IJ PALE LILAC TRACT NO. 5444 p LOCO m m M. BK.39, PG. 98 w 6 �C ' 354 JB JUNCTION BOX - r N- SMH SEWER MANHOLE z Off. SEWER CLEANOUT 1 SDMH STORM DRAIN MANHOLE EXIST EXISTING J � (n Q -" ` 10 Y � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O J m� EXISTING SEWER PER CITY STANDARDS m ® my '� 1t I� ---- -_- G�lSt o F OF 199 I is: S4 1 STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK :C4+ 18' 18 I J 5737, PAGE 876 OF OFFICIAL RECORDS a 40' AND TRACT NO. 4709, MAP BOOK 37, dw INV PAGES 29-30. 356 PALE LILAC TRACT NO. 5444 o .LANE EE M. BK.39, PG. 98 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT iul 364 362 360 358 356 354 352 350 348 346 344 342 340 11 � 15 Ruj K v 0. / /Va EXISTI 18" RG G 32.17 -RCP OR F OF 199 F I LEGEND: ABBREVIATIONS 358 CL CENTERUNE INV �— 356 1 zCP MH MANHOLE cM ' 354 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT 1 SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 ? (n Q -" u w >w -� U)it Q -j W -r Ww TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION li m� EXISTING SEWER PER CITY STANDARDS ® my 344 TYPE 'A' PER C.O.B. STD. SW -4. U o Li Go G ALL NOTE: SEVIER do STORM DRAIN '4-W U I V -W MANHOLE TYPE "A" PER C.O.B. STD. SW -4 + � CONSTRUCT CATCH BASIN + N 1 5 rJj Qw �wim NO) y oov ,�-----MANHOLES d zzo - v~i 1 ' q I ARE FINISH GRADE UNLESS TO BE ADJUSTED OTHERWISE TO NOTED. CD O i f i I -- { :3 cn oo20C 11 Lu (n n>: II W jj{ m CD �NEWER V_SELEV 342.70 0 N O m Q v"�'LLW _j w�jWw C.>^ o"d' -j m <jWW _c o -I� t + I { ... t ' .............�.......�I j]j] -'0) �' i ( ! II APPROXIMATE FINI " E I I >;u_N +> + N _ ._ } o 1 _ 1 1 1 1 ADE ENTERLI Euj 1 -1 ►- z Mm W zow _ z n �m zm APPROCfMATE Fl ISHE } ----=- ----i--- -- --- - - — 3$ --- 3�.T •p' 1 18 DRAIN r } 'VERT 8" SEWEREA I IN " 8' S RTVERT WER 1 1 �pp p a — 1 1 M Mi z W W z t J w0000 1 j} i i t � i j} w 1 -i 1_� 11 1 it i i � I 0 � Z . 1 i �IN m _ i i �M ; 1 I �rn i m j ! ao M La N JWf NN i �Lb i� I i I t l Lu V)�W 1 x W zzI - wv~i I SLA IF ; I ! { 1 w� 1 { tnpig 709Z CA I nC 1 I y xInK W NZ p I xU)y W NZ 1 iul 364 362 360 358 356 354 352 350 348 346 344 342 340 11 SECTION ' A SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT., 12 13 14 15 16 364 � EXISTING 24.84 LF F LEGEND: ABBREVIATIONS 358 CL CENTERUNE INV �— 356 SD zCP MH MANHOLE cM ' 354 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT 352 SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 ? (n Q -" u w >w -� U)it Q -j W -r Ww TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION li m� EXISTING SEWER PER CITY STANDARDS ® my 344 TYPE 'A' PER C.O.B. STD. SW -4. U o Li Go G w� - - D EXISTING STORM DRAIN PER CITY STANDARDS C> '4-W U QD V -W MANHOLE TYPE "A" PER C.O.B. STD. SW -4 + � CONSTRUCT CATCH BASIN + N J FQ' rJj Qw �wim d zzo v~i zm Q CD O i f I I m CD �NEWER V_SELEV 342.70 0 N O SECTION ' A SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT., 12 13 14 15 16 364 � 362 360 LEGEND: ABBREVIATIONS 358 CL CENTERUNE INV INVERT 356 SD STORM DRAIN MH MANHOLE CB CATCH BASIN 354 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT 352 SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 ELEV ELEVATION R/W RIGHT OF WAY 3448 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE 344 TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT 342 PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS 340 QD EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 J CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. D-14. 17 SECTION DESI NATION: SECTION LETTER � A 2 SHEET WERE SECT ON IS SHOWN 18 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 19 EE 21 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 -332 r �o � z 0 w m J Cl d Q CD O m V) m CD 0 N O STA. STA. 0 14 Q a w za te) 0-w ' .II UNIi 11 9 WHITE AIDER AVENUE o � Q �a � � (I h W r -m' M C> SCOTCH BROOM WAY ,� UNIT 12 " It PALE LILAC LANE SEE SHEET 15 co z CD O;w += M u z I o 0 0 o O o 0 0 � tea � h Mf '- W r t-= h o a, 29' 8' -j ci ! o J I L o� o �' ZS� ~ ~ z o '_ z o 10 z ►� SEE SHEET 14 vcn -� I o� rn a� 0 0 18' 18' 30' a cS a� _� 05� voi J �� _�Wo 0 0 0 0 of =h a co o A z v N¢ ca'v¢ cola cava ¢ W r� c�t. 30' 30 Ng o oar o o o I h J y. 44' ION .C. N85'43'42"E RAD. � �� I N ¢ t ( ( Lj� , N ¢ ( �^ �S � � I � � � I ?5 Q � o l o ( o � . � +� f � (} I Q' ( a i�h O Oma-= ( ^' W( I LC ( K g I h W to N Q N Q IZ Utn N¢ ( N Q { N r} N J t O J o) J o1 �.! Ol J p��[ .�W O } 18' I C.L. YELLOW _Li1PiNE DR.= 0 i 3W cti�i t` `t rn F 7 r �`� n W w w NN t- i L ! g( f 1 n'a O 1 a 1 a Q a 1 as N t c.r� ( N¢ ¢owl N¢ eV_i I N^ 1 eird� :$ (rri^r' K, �, . I. >6, C.L.WHITE AIDER AVE. w �o� w �"' N rn¢ rn Q o' a hh +; h► �,( I rw- (� cvcv r I � w 3 i� 4 W 5 � w ( w NNS 8 9 O t7i w i a a 0 cv I ed e cvN �: < .�• rn rn or F-- a hh r-- En .O mai" I a Oa•- + U h ( N J h J CO J OO I C, �!� N �� N hh^• f- V w O W h ( ':M'^ ( - S7d t cn to � jr _ o ..- rf J a Q a rn e» � f-- r- � ar t70 I N h h J N J Q ri Q Q Q V zoo w.. >n > '-`,.�,_ O z + + C.7 + (.'� + U' W -� + + }�. !^+. •- h N J (` J CN J r< J (V J �.; J N Q th O r- - x f- Z Z . N Z N Z MM tel, +t",.� fJ + C7 + C� w - Lo O� d' co W. M ap N Q z I I ,- i t= u� Z �n Z cn oto r + O O W3 S ( Q ~ H I •- 1-- `'-•- 1 w . M ++ + C.� + C7 + u + C.? to + (� ' ' - W �. hh = . M J _ t ,} 'r O cg •tai I I o o "' ' %,� -, vs Nhf. w STREET RIGHT-OF-WAY. x ►-{- - F� t a cn , in vi v, v_7 ( d� of o r �= I . t° ' I `° z .r- {y`' h z h z cel z oo z rn rn z 0 o+o `° +C1 ++ .} } co DEDICATION TO THE CITY OF W vstn e-� rncn r- x ¢ x ( Q yc I Q x L ¢a I x ( .� i o N_ to {- F= I r--1 ( {-= I r=- e•_ `- F=- " Q o z "-*- BAKERSFIfLO PER BOOK: 5737 1-- l( N,[V �r tnW w F- W x r-1- tn:` ti$ Eng � Z �� ■ a - I[n QQ x ¢ - t � O � t- .J Sit'V } Z X Cl x x ¢- i N N cn fn �( (n ( N 1 �i g Cs i, N (n.•r (!)..� tn� w (ntn vy , �'-� H W x FE -.'F- X Q y ( Q X 1 Q X ( Q - PZ'Q !� q 876 OF � �w v�cry crr� ��, 1--L�i �, ��,, , x e>{ -t u>. ` s` <tr-1 zn r -a- AND ETRAGT Nf? OFFICIAL RECORDS - - 0c Win cnto5 } 4709,.MAP BOOK "q4.9'F*Ll7+ om (nom w N .E'•Z37, PAGES 29. -30. 589'29'48"E+ E( 8" SEWER INTERSECTION/E C N83S3'11" .. W RAD 11+00 48E 14+00 EX. 8 WER - __ _ _� _ _ _ S89'29'48"E E 6" 7693 �STA21+91.63, C.L YfILOW IllPINE DR+ — _ 300.00' +7� � xb o12 00 13+00 - - - -EX. 8' SEWER SOQ:00 _ c r STAN 10+49.86, . C.L.PALE LILAC LANE 15+00 16+ 0 16++-00,-- — - 20+00 0 21+ tX j � ry�v F-` �— r^- M - i- �_ -- -- -- - -- - - - -- -- -- - -- t Y � 12 T � � _ �w _ N ! N cr- t- o tr it a J H }. I' cr O 1 O O O p O Q O t- w N Ph �� % O (< a i ( .l J �,.� O J ( O J ( J r. O^ I ( C> O O O O ~ y (Y X d• Q ( Z J �} ..i `f � <c I 1 1 lr oD - _o,.� _o I o_ i i !- I <I- Q �I- Q tF ct Q 1 I O 0� ( O^ 1 CJ Qg M Q W ��'` O W Wi �� _^ w W ' W •' of w _� d Q �' d t Q Q I <1' Q ( Q I J t •" J t ' -7 --j ' .1 ( Q' t w d ~ tat _.:-Li v 16a � cW w _ 820 -� -� Z �i �:� w _ a `� � �'•� ¢ �t ¢ ( �r Q 1 d (d g j O{y�j t II t Z C? I c Q p� d J of Qa ¢ ¢ Q N¢ Gln N Q N Q + N O N~ H F ' w w wre c� 'd ^ rti i( Er r t/) / N d'J O J 1 O d -J f7UJ •"1 V� 6h7J 2V C�JJL'j J OJ �J 0 to �U � J NQ NQ NQ NF-' N N1- NF- Nt-�- �� w.`g W. 13 14 oz +o �.� �� ( �Z ( + + I +OI +� U +� 21 +� 22 �,� 21 0 20 19 00 ��"-r 16 � � �J �� Q # � Wz -�� + I F- I I ir- r 1 t --� O z ' Q z z 118 ± Z I °+° c, 1 7 ( + CD + o , 1 4 + c, i + c�� 1 ''sit n v'� ii < f .i `La, ca CENTERLINE OE 20' WIDE M Z �k Z i3F-• t Z Z F'- +10 + C.7 I h15 tD O :.! N ZQ } 65 < Q X I f O x I a X Q x �t x Q �' �'' W(n cn i Ln = cn �o (� `� rz- I - p ( ( - Fz- ,,,.yW r oo zi w z w z o z i O �v a� O - PUBLIC UTILITY EASEMENT j Qx QX QX �cn QX H- i r= i �`+ o N cn t v>� '`� t�rrw -i v~i� c~i>�i ¢ w x d x dd cn N M 3- rr ~ w `� w +` cn� '-''' v~i� v~i� c~n� Q x I w �� W �I I F- 1 t}`I r4� �R� `C } 4�- t tL TO BE DEDICATED BY Z� �g Nh �� w �g` �w �v �v ' �v (I?I at SEPARATE INSTRUMENT: o g t i7f yi7S`C o U N I T 11 (n too 12 m dcj ► N x U I 1 T 1 ao ; co ui Nw EXISTING POWER POLE TO BE REMOVED BY OTHERS. 358 356 354 352 350 348 346 344 342 340 338 336 334- YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE. 1" = 50' HORIZONTAL 1" = 5' VERTICAL ,- I ali 11 1Z - 115 14 15 16 L GEN � G Y� NOTE. ' 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 35• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION -------5 EXISTING SEWER PER CITY STANDARDS G EXISTING SEWER MANHOLE > TYPE 'A" PER C.O:B. STD. SW -4. ALL EXISTING SEWER &STORM DRAIN EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS ® EXISTING STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 m CONSTRUCT CATCH BASIN Y TYPE 'A' PER C.O.B. STD. D-14. s m g � V) w of N .- ((//�� to I MANHOLES ARE TO BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED. Z V W J Q O U) O 3 J I IJ.I F- 1(• - W : I APPROXIMATE FINISHED I �> �- o CL t - - I I �a CL M � � I { _ 5245 --j-----�----t--- --- � - �- - -"--' C) - ., �'• � i 5155. 1 �� --- - - ---� ---{=�- --- -- W m � tri rn am o o _ QN 0 0 ( I 00 1 • I I _ • __ _-{ _- ---- INVERT 6' S WER a n K' i I ____}__— _ • 1 I " t i 1 t • I r } i ; VERT 8-1 SEWER : 3 W 00 co N co co "'-f- -- I h z Z O 3: .,o {- X00 Z z W z a ecu tL) cd INVERT "SEWER _I co i> Zuj' Wt j w � +JJ UWJJ ON� �Mrro 0» ! i t,a 3c hM o> { 1 I 1 �' W NIO hM o> } I i I 1 azz i cn-- ww in -4j. ;2,> I i I � EXIS NG 169.33 LF OF " SEWER 0 1.00% E (STING 3 0.00 LF 8" SEWER 9t 0,35% ISTING 0.00 LF OF 8' WER @ .35% I I EXI NG 3,U0 0 LI OP 8 SE ®0.3 " I j INSTALS " ali 11 1Z - 115 14 15 16 L GEN � G Y� 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 35• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION -------5 EXISTING SEWER PER CITY STANDARDS G EXISTING SEWER MANHOLE > TYPE 'A" PER C.O:B. STD. SW -4. 0 EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS ® EXISTING STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 m CONSTRUCT CATCH BASIN Y TYPE 'A' PER C.O.B. STD. D-14. 17 SECTION DESIGNATION: _ SECTION LETTER _2 SHEET WHERE SECTION 1S MOWN 18 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT .ELEVATIONS UNLESS OTHERWISE NOTED. 19 Rm 358 356 354 352 350 348 346 344 342 340 338 336 40.00 LF OF T V 1.00% 21 rn 0 0 N O crc� z w W z Z w U C5 z a to 0 z m � G Y� n -�a o I- cq N �Q� 000 c to o�c o Z0 i QJ.. o -1 aui . �r U W 000 j > �W(o o� LJ a u� N W W m m Y � s m g � V) w of N .- ((//�� to I i Z V W J Q O •a � G Y� �� -�a a o� �� i, a m J > to LJ W V) w Z J U) O J IJ.I F- W �> �- o CL z o - �a CL C) o� W m � tri rn am o o _ QN 0 0 04 O ti . H d 0 4 F- -p W -ct aco> OD z-- < a:map C4-4 co z ;.= W ct,0oZ Ix NWPJ C) a Q 3: g W 0 �j o LU Z�J CU V �- � Q a 4 M �---� 0 m v c o a W 0 . _ N m 0 (L CATCH BASIN NO. 7 cn z U N 1 T 8 STA. 13+43.24, C.L. 18.00LT. 0 0 j j, '�` ar z., ►I {I (� p K, CONEFLOWER DRIVE ar NORMAL F.L. ELEV. 348.96 z += V l ! It U \f `= i' orn t- DEPRESSED F.L ELEV. 348.79 z BOTTLEBRUSH DRIVE CONEFLOWER DRIVE Z ; o ►- n SEE SHEET 7 = C' ti _ Jarmo `-M o w " BOTTLEBRUSH DRIVE� 1 !N , O tri J O _ r N NajM 6 Z a J , tri eq o SEE SHEET 6 in SEE SHEET 7 J z O �- a o,. o J I N I_ i o I ,_ I r l a w 1 I o J J Z N , wz 11 0�> d 24 ; Q i J X 21 �� I 20 19 � o a �, 29 5 o J J z �' J. � _ 18' 18 0 ^� s �^ ( o q g o J d 6 0 SEE SHEET 6 ,z z jw 30' 30 } rn ! 2.1 22 d a¢ ZV J o ! .- t 8 �¢ o o I I o o J J J F i J OM I U to o 1 to ! (n -'w oSW w ! Z <1 21 cr , ctd 41 ¢ -a' ter¢ *lsjg ! Q !-} ! d 1n„ 16 8 c o� o^ I o !z w o 0 0 0 _, 0 !18t ' I o0 _z eiJ a tY 4 �F- o;w �' O W {,� w of m N I x ! � do � "'"j rr �� a I �i I �-� o;-, I i os ; ¢ eSN o� ! o I o I o ( o w o O o Q d rn t- dcs' ai o; w ! Ki of vi w I rr C I Er 00 Z I O 30 30' !� n n I J N d I I L � ai ci N �L I rrnv ¢ i oz 1 cr c"I.t.. CQ J ' -!, <Y d d 'ci- d' F" O d• e7- j• t- 1- d' Q J t J er• d' W I' O,' r r N ¢ f GA J _ W f w d I wi w I w I O o 8 o tr 7 00 30 30 �p .v J co J a 1 w rn rn r�-> - -m �Jta. w Z Vi O O J J COJ _ d ¢ . Q G1 'tt et ( .. Z j i M I W� I I Of Nd I +- +O C7 ' 6, M 'n + --� t0 ..1 .¢ c(0.' C'n w C7� Uww m }w.. t 1 �� I w N� I ' '� J y 1 N 3 O z + Z .+.• + C 7 ,+ O aD N M {� �.. --� O J O CD " to :V Cid Z J I Zn . d ttO {.._ I h r` Mj w I rnaW ! $o °ar: o v' ¢ -� ! =� !,-o �� N� +� +c� d ! +{- •}� u,z + ar ot)w-i -- - - - z to rnrn J I _� f o I ¢ w d I I 6 Cn X [- (n ! 1 N Z M Z M Z 'P W t + Y.3 VT y a Uy kJf to p� �y; _ _ _ _ _ I ~ to cD h _I c.£5 J I (/y •i- + co J Q 00 ¢ 00 a I h-� OSL7f ! r m Q w to Q X t d y`� !� Cn (n a-- `- M- 7k F-- ! z I m N _I - d d o z 1 + r f (n co ar Q + C N N.N p` -p f Cfi J f J CO J Q-tlJ1Ff x X e) ar {- ar - I rr ¢ X {-- � (� + 0 o rn U w '-W QXI Qx I V i w I c" O <n ) -o .-,- - ! ±z I c+vz e�z I +o +o Jw t si i 12 Fow N" v�� r w r W k¢x d 1 ¢x ! -is to 'x X I x+ I Q w cncn cn I T '- r= ¢Q T?z i z I �z ! +c� I vv ��±±{{ Q k _rte" cnzo { _ cn� ~ v �� i-ifa i1i 1- W { w w cn w w v in -4n 28 i I Q x ! N ! cn Tic r t- cn ( {_ r F zr- "�`- z z'w - - - - - - - LL CO- cn� Q --ma t Nw I i¢� Esc Q� . W c to a>c. dcn I "' I En I <c�[ �a ,a f o u'iC) - - - - - I -7 ao rn I u,� I F w { 1 X Q X Q - Q _x t- 4 o Ino, - - - - - Fd -ow 1 / I - - - - - - I - t _ _ - cn� I c I v�i� f c.XW . { {- ww ts�vs lis'' I W 46 - ar L _ cn�. tw of = corn t t tnzo x � - - ---I- - - - - J__ - - - -i - 1 � r to :� °„� I � + th gINTERSECTION w ` \� i ------ - -- - _-_-_-- - __+'" UNIT BOUNDARY - t _ - - - - - - - - - - 11 0 12+00 NOO'S5'21"E °O EX. 1$" -DRAIN a 226.74' _ _ - STA. 10+60.00, C.L.EWEL FLOWER St= ( NOO'55'21"E m - g SEWER - _ - - - - - - " - _ _ - STA: i3+1O:01, +00� _ _ 28 .4 r " -7-- N00'S5'21'E S10O.00 - C L - _ _ _ _ - s - INTERSECTION - - - - - - _ - - - - !- - �, _ _ s 2 2 S N01755,21 E - EX. 8" SEV" 282.41' � - w `�' q Z � - I -� 4+i- _ STA. 15+60.03 C.L. CONEFIOWER DRIVE _ to f 3 1 EX. 6 SEWER N00'55 21 Ex. 8 SEWERo7.3s NOO'S5'21"E o Ex. 8 SEWER 107.36' z 1 t I 11+00 12 0©- - - 13+00 - - _+ - - - -t -- - STA 15+65.02, C.L FAWN LILY LANE _ 14+00 p�' i, co ¢ , STA. f2+80.01, C.L. BOTTLEBRUSH DRIVE I - _ 15+00 EX 18" DRAI AI .cc -'a 1 W 1-4 E m �t= n H _� _ -- c 00 18 1a \/\/\/ �� w� �/ y n n \ \ \ \ u t ! XIST 11 {- t co 00 \ 0E .STORM DRAlN M.H. N0. 8 I jr "0 1 'o N [r � cl�11 O F.: Z v v v w w v o o O o I o I o o¢= o o II x I i _- - - '� l SFA: 15+6.9.35, C.L. 14.17RT. Lill" Ow m¢ ! ¢ t Ns ow C 1r aim f of= IM cr rn� ! a ! o^ { w5' w tO t6W < � o ui cn N a N ¢ N ¢ N Q Id o N ¢ I ai I ai too 5o w of � os. NNd - - - WC) 1 Z ii a' I'J o' F- Ox i o� w a; w of w w O eii rn w o -- Z - g u� Z14 1 civ d `r¢ Q =civ < gra oi{- vi'�� rn�' rncro Q 1 z o ��J_1 e J J CO J r J ¢ J ¢ �, ¢ .J CD J 1 d ^S y t �ar ( CO , O 1tSJv c0 J (D J J w 1� 111.=4� ¢ ¢ _i 18' 18' >< o C -i civ+ c� + c� :F ! r 1 M t 1 w 1 cn 1 rejM +o +CD t + , ciar .i ID _J w 26 z .- PARKMM CM 5 1 �� 16 {Wy�� 18 19 _O Oe- s+> unto r IZ �z i NZ +O ig �2 1�� to Z Uc I i Z Q W �' 'c>o 'V w tri ui Q { - ¢ { 4 + + "' 22 t w o c' za z to z 30' 30' 19 U d N 23 24 +�I 25 +� J `� 1 �' �MJ � N Q �I 400 � to to (n I Cn O}y� w to to `"_t=- t- t� !��j Z( �- a0 Q m i>W Z o MIts lQar(n ++ t- t j F- t j 1."' ({,1 r �X X ¢ X ¢ C'l 04 X (3 i43 t0 (- (nptai`"J ++ cn" cn. 1 t/3aa 47 4 (nom v W i + + (nw� !�-j 7a X FQ 3G tntt7 U 7iar �' ~ N ,IfnaiYi cn�rn� cn ++ ar 1 ¢ �` Q z CONEFLOWER DRIVE X 4� 17 x v� CATCH BASIN NO. 8 `- �'F' SEE SHEET 7 w arar w v9) (,< N mid vii �� B£ TTLEBRUSH DRIVE + Ct IEFLOWER DRIVE v ++ V) m -�� J arar STA. 13+43.24, C.L. 18.00RT. w o6c6w-4 / X f -a- SEE SHEET 6 `� ..r. rr� o - -.<w FU- ooaow� 3. O UU' T Q NORMAL F.L. ELEV. 348.06 w cncn SEE SHEET 7 X mw Q nn t� BOTTLEBRUSH DRIVE M 8 DEPRESSED F:L. ELEV. 348.89 U N � 7 X � �'' ; Fa_ow v +��N SEE SHEET 6 f- `� w N NNZO tt'�tnJ - lt.F cc�. _ Z Ow 0 Q�_ Z O FA www N LILY'LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 ,350 348 346 344 342 340 338 336 334 332 330 1 " RGJ-Ri:P 0 0.14% I 364 EXIS nNG 23.4 2 LF OF 360 ?GJ -R' ; o 358 356 356 ar 3354 352 cn •M t �oiM 350 C5 06 > t NOTE- w { 344 V- w Z Z421k-iU-) 340 340 338 338 336 3 Q , 8" GJ 0 0 mm 332 330 330 .6 i EXIST EXISTING ui DRAIN TO ELEV ELEVATION 352 UJ J Q uj '''� I -RCP I 35� ' W U j >:xp m-5 1 ALL EXISTING SEWER & STORM DRAIN I € r xISTING EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: t a EXISTING 226.7 LF OF 1 RGJ-R P 0-0 5%- I 3 8' SE AER INV. EXISTING 23.42 LF OF MANHOLES ARE TO BE ADJUSTED TO OF I FINISH GRADE UNLESS OTHERWISE i NOTED. O - - n EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN NOTES 1} ALL CATCH BASINS ARE TO BE TYPE "A" ELL MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 8" RGJ- CP 0 0. 37. FINISH GRADE UNLESS OTHERWISE NOTED.OD I UNLESS OTHERWISE NOTED. TYPE 'A' PER C,O.B. STD. D-14. ' ! O �_ o Jd tz i 3 tr ! 1 1 ' m i 1Nc3M N ( v-- Z w ! W Z o z C> O Z i z { W . Q O y m .- W jJ OP j cwi�v m >� { z rz I �ww-i o. ^ I x _ •:1J I 1 oc N WM N Z °o MJ { M r oM v u_Q w i Q Opo � jt+ -en bOl) Q d } 1 !" I { JQN w w w d' o> o + j l cr 6 ti JN �- w CC- , Ndm`w �" •M !- _ ! w a i I i F: Ld W U ZZQ RU �, 1 c - zc� [a y R;>;u +wJ ar i w , i ; t w ? S U t7fw� ~>o cnzz w c- ©1 0M' O AP ROXIMA DE 0 C FINISH TERUNE �d 3 OM• ; ----- 3 .7 T.O.A!• - - -- i s - -- -1 -_ UwL___ ! IN RT 8 i 1 7R INVER I 8' R r INVERT 18" DRAT' N j ZINV�E " SEWER 6" SE R o w I t ► _ ! 1 " t 1 INVER i 8lr SE 1 =_3: , , FRT 8" ! 112, z En Z. Cl Z -��,2 { 1• CnW { to �Co ar Z -joc ' ! � tUitn.rn _ I _ar6a, - ! I i 4 i !3E U^^ sk re) uin n 04 co arr w +ww - + ' i +» ! 1 Ww F, 1 i i1- '- W w r > XlSllNG00.00 LF: OF w» NZZ U)j j > M........,... IE OE E a x w EXi NG . i OF 8+ ►Q» 1 ZZ "'-- juj � wzzz 10 11 364 362 360 358 356 354 352 350 348 346 344 342 340 12 SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 13 364 14 15 16 368 1 " RGJ-Ri:P 0 0.14% I 364 EXIS nNG 23.4 2 LF OF 360 ?GJ -R' ; o 358 356 356 ar 3354 352 cn •M t �oiM 350 C5 06 > t = aT w { 344 V- w Z Z421k-iU-) 340 340 338 338 336 3 Q OM W 0 mm 332 330 330 .6 i EXIST EXISTING ui DRAIN TO ELEV ELEVATION 352 UJ J Q uj '''� 35� ' W U j >:xp m-5 1 RGJ-7F CP ® -C.1 2% I r xISTING EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: t a SECTION LETTER „ ® { I 3 8' SE AER INV. E LEV. 342,49 ! I SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 13 364 14 15 16 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 3354 352 352 STORM DRAIN 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 332 330 330 LINE TABLE LSE BEARING I LENGTH L1 NOO'55'21"E48.22° L2 S28 8'26 -E 40.96' JEWEL FLOWER 'STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 10 11 12 13 14 15 16 330 362 i . - ABBREVIATIONS 360 CL CENTERLINE INV INVERT SD STORM DRAIN 358 MH } I CB NOTE:t 356 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT XISTING 48.22 LF OF t i EXIST EXISTING _ALL EXISTING SEWER & STORM , MANHOLES ARE TO BE ADJUSTED DRAIN TO ELEV ELEVATION 352 R/W RIGHT OF WAY 35� ' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 RGJ-7F CP ® -C.1 2% I r xISTING EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: 348 a SECTION LETTER ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. `- A 346 ! I 18" RGJ 40.96 LF RCP 0 0,12% OF I FINISH GRADE UNLESS OTHERWISE i NOTED. O - - n EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN NOTES 1} ALL CATCH BASINS ARE TO BE TYPE "A" ELL MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVENT ELEVATIONS I UNLESS OTHERWISE NOTED. TYPE 'A' PER C,O.B. STD. D-14. O �_ o Jd tz i 3 tr ! 1 1 f m I p v-- Z w ;' W Z o z C> O pari i QN Q O m .- W jJ OP j cwi�v m >� I �ww-i o. ^ I x _ •:1J I MJ M oM v u_Q w i } 1 !" I { JQN w w w o> o + PPROXIMA FIN SHE �- w CC- , , cis _ w a wdmm Ow RU �, 1 c - zc� [a i s ! IN RT 8 i 1 7R INVER I 8' R r N co .- o w I t ► 1 =_3: , Cl Z -��,2 ' ! � tUitn.rn 1 I i 4 z _jar sk jj U)j j > M........,... 3 juj { wzzz 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 10 11 12 13 14 15 16 330 362 LEGEND: . - ABBREVIATIONS 360 CL CENTERLINE INV INVERT SD STORM DRAIN 358 MH MANHOLE CB CATCH BASIN 356 JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT 354 SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION 352 R/W RIGHT OF WAY 35� ' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 350 S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: 348 a SECTION LETTER ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. `- A 346 ® EXISTING SEWER CLEANOUT 2 SHEET INHERE SECTION IS SHIM 344 PER C.O.B. STD. SW -6. O - - n EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN NOTES 1} ALL CATCH BASINS ARE TO BE TYPE "A" ELL MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVENT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A' PER C,O.B. STD. D-14. 1,�yYi SHG L) m > 0 . cn z O N a O ELL O tz m C> O QN O 4 358 356 354 352 350 348 346 344 INVERT 6" SEI 342 340 338 336 BLUEBELL PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' ' VERTICAL NOTE: 18"' RGJ-RCP 0 0.11% UNIT CL h ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO y c'i00 N 1# SD Ms. N ,4— ¢ ��- Itw m . (jp�W ¢ rn �`` APP LEMON LILY DRIVE Z FINISHED co o HUCKLEBERRY DRIVE I AP RDE ROXIMA @ CE SEE SHEET 4 5' m � SDMH z ±18 SEE SHEET 3 EXISTING ELEV ELEVATION R/W f J w 2 -fro O QujN S Dµ SEC11ON DESIGNATION: 1 SECTRMI LETTER 9TO1• 1 {[ 6 I 18 1$ o •OW v r - w --- t 30'Cl co �� '<C_ t ci n 30' 30' t — WITH 3.5' OPENINGS PER C.O.B. STD. D-14. ;_0 35 CONSTRUCT CATCH BASIN , 24 �53� J 7 FF (n+ 29 oN I t z V) � : # _+ ! NVERT 1" VN 0p \ -- w W N 18' DRAIN 5 o `- w DRAIN 40 o -- _- 25 q INTERSECTION , x (D I � STA. 1'0+00.00, C.L. BLUEBELL PLACE - `'� N00'30'12'E EX. 18" RAIN 137.82' fi 8" DRAT 1 INTERSECTION STA. 13+14.2Q C.L. LEMON LILY DRIVE — — — -+ — 12+00 1G0841 STA. 12+87.58, C.L. BLUEBELL PLACE= . --- ----� �� 11+OU _ -__ "E EX. -- STA. 12+36.76, C.L. HUCKLEBERRY DRIVE --- r� NOTE: 18 R W 140.,;8' — 41200 ON w-------._ VMM --p- - ------ Ft 26 V o MANHOLES ARE TO BE ADJUSTED TO , _ — - to 0co ' i N I FINISH GRADE UNLESS OTHERWISE NOTED. IN cq--- M M �F» ----- ---+ w j 04to + 3.6 + 28 } I IL Nw pJ i F ' I 30' 30' # , c~i� 30' 3 E 18' 18' 82 LF iF d m in I v~i 18' 1 18' 27 140.38 LF OF v' �' 1 " RGJ-R P @ 0.11% 1 i 18" Rt -RCP @ 0.11% LEMON LILY DRIVE HUCKLEBERRY DRIVE � I SEE SHEET 4 t SEE SHEET 3 10 11 4 358 356 354 352 350 348 346 344 INVERT 6" SEI 342 340 338 336 BLUEBELL PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' ' VERTICAL 358 356 354 352 350 348 346 344 342 34D 338 I 336 334 12 8' SEWER INVERT 13 ELEV. 334.22 n II N ti I UNIT 6 C3o J � z o � HUCKLEBERRY DRIVE o JR SEE SHEET 3 o0 27 + STOCKDALE HIGHWAY `� t ff I a ad+ 3 NNEwa cn 11 ,e�e3 w ++ 24 � QQ t--: , ► Ld X0 I INTERSECTION D ,� I STA. 12+98.01, C.L. ROSE WAY= I La - - - - - - - - - - - - _ - - i ( I "' STA. 16+29.49, C.L. STCCKDALE HIGHWAY I I co I oN3k" M Lo 0'8SEWER 219.41' I i STA. 10+00.00, C.L. ROSE WAY= -- - - - STA. 14+06.OZ C.L. HUCKLEBERRY DR. _ -- - - - - -- I 11+0 - 12+)00"- I NOO'JO'12 E EX.N F I 18 DRAIN ! i 22 1 42.54' 0 I EXIST. STORM DRAIN M.H. N0. 2 � �-u - - - - - - - - - - - � I STA. 9+95.29, C.L. 34-17RT. -------- N/ 21 cc I UNIT 3 Io -------- i I En> 1 N ¢ -47-_J ` i I m—s— HUCKLEBERRY DRIVE ; w STOCKDALE HIGHWAY SEE SHEET 3 "' �- ru o -1N •-aw w ra-ow vazo WILD RYE WAY 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: 18"' RGJ-RCP 0 0.11% N CL h ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO y c'i00 N 1# SD Ms. N ,4— ¢ ��- Itw m . (jp�W ¢ rn �`` APP OXIMATE FINISHED JUNCTION BOX FINISH GRADE UNLESS OTHERWISE NOTED. I AP RDE ROXIMA @ CE FINISH NTERLINE SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W f J w 2 -fro O QujN S Dµ SEC11ON DESIGNATION: 1 SECTRMI LETTER 9TO1• 1 {[ > X w — •OW 4 SHEET WHERE SECTION IS SHOWN w PER C.O.B. STD. SW -6. EXISTING STORM DRAIN PER CITY STANDARDS ---- Q -- F¢- — WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE: ELEVATIONS SHOWN ARE INVERT,ELEVATIONS CONSTRUCT CATCH BASIN I �53� J 7 FF O NVERT 1" d 18' DRAIN I o DRAIN 40 o INVERT (D � INVERT fi 8" DRAT T I r� NOTE: — ON 0 VMM V o MANHOLES ARE TO BE ADJUSTED TO , to I FINISH GRADE UNLESS OTHERWISE NOTED. M M �F» w j 04to + M > } I IL Nw pJ i F ' J i c~i� -f j �z z E STING 1 82 LF iF w v~i z EXIST( 140.38 LF OF v' �' 1 " RGJ-R P @ 0.11% 1 i 18" Rt -RCP @ 0.11% � I t 10 11 N E 358 356 354 352 350 348 346 344 342 34D 338 I 336 334 12 8' SEWER INVERT 13 ELEV. 334.22 n II N ti I UNIT 6 C3o J � z o � HUCKLEBERRY DRIVE o JR SEE SHEET 3 o0 27 + STOCKDALE HIGHWAY `� t ff I a ad+ 3 NNEwa cn 11 ,e�e3 w ++ 24 � QQ t--: , ► Ld X0 I INTERSECTION D ,� I STA. 12+98.01, C.L. ROSE WAY= I La - - - - - - - - - - - - _ - - i ( I "' STA. 16+29.49, C.L. STCCKDALE HIGHWAY I I co I oN3k" M Lo 0'8SEWER 219.41' I i STA. 10+00.00, C.L. ROSE WAY= -- - - - STA. 14+06.OZ C.L. HUCKLEBERRY DR. _ -- - - - - -- I 11+0 - 12+)00"- I NOO'JO'12 E EX.N F I 18 DRAIN ! i 22 1 42.54' 0 I EXIST. STORM DRAIN M.H. N0. 2 � �-u - - - - - - - - - - - � I STA. 9+95.29, C.L. 34-17RT. -------- N/ 21 cc I UNIT 3 Io -------- i I En> 1 N ¢ -47-_J ` i I m—s— HUCKLEBERRY DRIVE ; w STOCKDALE HIGHWAY SEE SHEET 3 "' �- ru o -1N •-aw w ra-ow vazo WILD RYE WAY 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL iPl LEGEND: -EXISTING 42.54 LF OF 18"' RGJ-RCP 0 0.11% N CL h Cl y c'i00 N 1# SD Ms. N ,4— ¢ ��- Itw m . (jp�W iPl LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH ¢ rn �`` APP OXIMATE FINISHED JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W f J w O QujN S EXISTING SEWER PER CITY STANDARDS SEC11ON DESIGNATION: SECTRMI LETTER ® {[ > X w L •OW EXISTING SEWER CLEANOUT2 SHEET WHERE SECTION IS SHOWN w PER C.O.B. STD. SW -6. EXISTING STORM DRAIN PER CITY STANDARDS 57< Q EXISTING STORM DRAIN F¢- — WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE: ELEVATIONS SHOWN ARE INVERT,ELEVATIONS CONSTRUCT CATCH BASIN I �53� J 7 O d I Q (D INVERT fi 8" DRAT I r� NOTE: — ON 0 ALi. EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO , I FINISH GRADE UNLESS OTHERWISE NOTED. } I IL ' i F f , 1 i � I N E m � Z to w JO Cn w C9 'c OpN DZ (4La jCq-A� MI) c 11 91. *6, LqJJWw w zz Ln -- `n-� Il EXIS NG 209. LF OF ' SEWER 0 -0.3 iPl 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 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS SEC11ON DESIGNATION: SECTRMI LETTER ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. L ® EXISTING SEWER CLEANOUT2 SHEET WHERE SECTION IS SHOWN w PER C.O.B. STD. SW -6. EXISTING STORM DRAIN PER CITY STANDARDS - - - D Q EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE: ELEVATIONS SHOWN ARE INVERT,ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A' PER C.O.B. STD. D-14. J 7 358 3 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 11 12 EXIST. 10.00LF OF 44v 8' SEWER 0 -0.357 '7a a Y) z (n w J 7 O d Q (D 23m V) r� ON 0 ui0 �n = w J til w BOTTLEBRUSH DRIVE U N 0 T W W BUJ N 2 W 0 Q SEE SHEET 6 TRUMPETVINE PLACE N N ' C3 SEE SHEET 5 �a LEMON LILY DRIVE �' a `� - - —` } 7 v v SEE SHEET 4 �" W �� <t C4 1 5 aK I 0 0^ a Q>x HUCKLEBERRY DRIVE r7 N r` I -- -- - - - - - - -- �.o ��m SEE SHEET 3 a� { 18' 18' J -1 { 0 5 9 1Lo 00 7 �+ I c C3 N� { z -W x U cotes o C4—i----t— ! Z , 3 2 + + I < - - - - - craY 5 w I V) ++ tl° G 130' 30' o a;r� �rn a¢ ci -jo -7 f orn �- Q cow I z i 18' 18' { _ Z"i °� ci= - 1 18 1 { ~ ;- ;µ R - o w c's I + + I cn � i { 30, 30' { 6 m o I INTERSECTION C.N05'39'44"ERAD. 1 ---?da-- ---__---- �Mrn L ----- - - - -- y -- -- A. 9+65.25, C.L. SPIREA STREET= 1 1 Fel �\ "'�" LANDSCAPE f" f z da LANDSCAPE 1 `oWolt/ STA. 18+96.68, C.L. BOTTLEBRUSH DR. �� LOT - - co°D{ ic~n LOT R �rn \ �X\ X ------------ �'_ I uWi-- - - - - -- - -- �_- \ \ _ _ _ _ _ R�— _ _ ,cam N{ LANDSCAPE saa 1 1 INTERSECTION E.C. S10°49'43"E RAD. F _ - - - - o - - - - - / , i \ D m i _ _ _ LOT - _ _ _ _ - �' / w / STA. 19+84.03 C.L. SPIREA STREET= _- Ji----�`------- I X \-- - - - - -- - / STA. 18+55.11'CL. HUCKLEBERRY DR. 11+00 �° C'� _ 12+00 _ _ - - - /� NOl'03'50"ESI . s �- 13+0�0_- 14+_ _ -16+00 w �--� _ ` ,---------- EX. $ SEWER _� 17+00 t 151.6 U o 299.3' - s --I- - - - -I - - _ 18+00 N04'57'38'W EX. 8 sSEWER / \ T:- 0 -_ N00'55'21 -E EX. 8 SEWER-- - _ _ � � � 280.01' N00'S5 21"E EX. 8 SEER- - - �-I� _ __ ---- - - - - -- - - - - -- 16425 ado { c� { t -I- --r---- -�I _ J I "?, . , N^ N � O t I { �, �n I M¢ -' J I z Cr- o 0 0 o I { r= �� { ''� { ``�� { �Q �Q a o ( CD. I �� { �^ o ci U o I o I r*� ,cn \9�� F 9T 5 I 4 �Q { N� { � W �W I MQ -XI MQ I MQ I MQ �Q { { w Ckf_�^ I _o^ , C. xv x F� /78 Dt J NJ (\Q NQ N�'_' { a' d'W �W 2' I 0' I x o �Q MQ M'J cv 1.�* { N�1� XD U3• ' c� Q / % Z J { N { { ` 6 J 1 N'-� 1 J 1`�' W d. J{ 1 I N t-- , W I W I Q i� { 1 �i _+ \ ?' "� �%' co +c� �U I u� Nr O Ufn NQ Q N� N" { �� 'nom �w I Z a , z� zcs� 6p? 9iy �O Q + + U' I Q LC n N J Q Q N F- Lo W to LJ O '1- �i�p O+Z I .`-� { .-Z ( NZ { NZ +L.7 NJ,C'> ! coJ I r7 I 1 2 ^J 11 ^J 1 O NJ I �1 NQ I N~ I N� z r� ( C"`O z+ �� 1 � { QX { �� { -p -� { +-� yr", �z I �Z { �z I +� t +� ► � �J 9 I w �N { �_ 1 O <X I � I fQw �w f �- cn �z ecicti �r= �� i «'Fz- ! u,z +o I +o �� N { 1 m 2 x QX ! �-� vv N � �� I comet coz �z I +<� o I vw �N W cnW ++1 Q— I dX { I � N to r= —� I = _i �w 12 �w 11 MqD \ • V}�.. I' dX r�9r7 F -X F -W Qx QX ' tGtp N (n �f� Z !n �'' { r6'i { ➢"P %` ti' F- W w-•- Cn� I NI ~ W W I— X { 's N N Q X I Q— { G7 Q C�" �• D- X Iq-��- I cn Co� v�I c�nu' If �rnc�i I 4. { I V w tncn t w oc7 a 1 i Xv)( W NVY Y SPIREA STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1' = 5' VERTICAL —I cm II LEGS 0 ABBREVIATIONS CL CENTERUNE 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 q T.O.Al• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S ------ EXISTING SEWER PER CITY STANDARDS C+-.4 EXISTING SEWER MANHOLE z W 1 356 EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. N EXISTING STORM DRAIN PER CITY STANDARDS ® EXISTING STORM DRAIN MANHOLE TYPE -A' PER C.O.B. STD. SW -4 ' °------- CONSTRUCT CATCH BASIN TYPE -A- PER C.O.B. STD. D-14. APPRO ATE FIN SHED - Ix jr CL w N Q � fJ Q� O z 5 q o Q a_ I. t ��' Q IL Q i -- 3 3r 354 LL 0 + _ - -- --- --- -- -I--- --- -- ------------- V) ---{3 - - - 359 m O O N O L - 352 I } # { I I i 35 I 35 350 NOTE: EXISTING SEWER & STORM DRAIN r I f� 35 348ALL -MANHOLES I ARE TO BE ADJUSTED TO I I i j FINISH. GRADE UNLESS OTHERWISE NOTED. 34 I 346 I 34 I 344 _ I i 34 342 { ! { 340 INVE T $" SEVER ! { 338 I 341 336 0 j f c 331 tINVE SEVER j O I { $ 334 �--- W _ ztMdM --Z- �' �°° I f z: _� m25 I 1{ { I z3 331 N Z i o z 332- t ..v i t} _ }} Q CCM Z Z Q —o j " 0 ��/� 330 W uj W J I t i( D: IMM Lauj i W W 1 } f 1 i S S ! I 1 t�OMMcar: N I € W cmnN O ' i~ •� r'i 33. X> > z z �- { F- X» W W { i . W W Ij I W (� W d) w 33C 328 t EXISTING 299.93 - F OF 8 SEWER -0.35% s EXISnNG 280.1 LF OF 8" SEWER ®-0. f I STING 64.25 LF OF $- WER 0.35% N Q ( N X 32� 326 Jj I i { EXISII G 151.61 LF OF $ SEWER -0.35 I ---- 10 TON2 11 12 1314 LEGS 0 ABBREVIATIONS CL CENTERUNE 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 q T.O.Al• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S ------ EXISTING SEWER PER CITY STANDARDS C+-.4 EXISTING SEWER MANHOLE z W TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. N EXISTING STORM DRAIN PER CITY STANDARDS ® EXISTING STORM DRAIN MANHOLE TYPE -A' PER C.O.B. STD. SW -4 mum CONSTRUCT CATCH BASIN TYPE -A- PER C.O.B. STD. D-14. IV SECTION DESI Na QN_ SECTION LETTER `_ _2 SHEET VIEW SECTION IS SHOWN Ii NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 13 1I~" 6 4 2 3 I ( -6 � rn 0 0 N O 0 z W w z z w J z2! r co co0 z Q J m O ro M F— W Q d 0z00 U. w -14- z LL- Q J Ld W U 00 W cD O(o o0:: w y Q m m� 0 O ti • 1- C.� U �q GCS Z m z � J 0 IL W C+-.4 (C z W . r..� r ---I t- Q jr loc N O C':)zaW Q � QZ Ix jr CL w N Q � fJ Q� O z M q o Q a_ I. o 0 Q IL Q O to LL 0 m V) W m O O N O 04 O ti • 1- C.� U �q GCS Z m z � J q IL W C+-.4 (C z W . r..� r ---I t- Q jr loc O C':)zaW Q � QZ Ix jr CL Z N Q � fJ Q� z M q o Q m o 0 Q M to LL 0 �Z TRACT 7202 �Z UNIT 12UNIT 9 UNIT '1 d bUNIT 2 rEu.©w WINE DRIVE z 10 19 BEACH ASTER DRIVE � g 1 CHECKERSLooM DRIVE ``" < �' < `° MEFLOWER DRIVE 1 2 SEE SHEET 10 o -w ,� SEE SHEET 9 +w L61-- W w SEE SHEET 7 1 C. z EXISTING 55 PUBLIC id SEE SHEET 8 u) Q a 30 30' w -4-4 m Mz 30' 30' ROAD EASEMENT. og Z 30' 30' ( 1 006 ' N =' 1 8 -' K')l'8j INTERSECTION/E.C. S00'S5'21"W RAD. q INTERSECTION B.C. N00°30'12"E RAD. 18' z �� +5 1 � �- + O I + `D IIII + 7 TA. 19+27.88 C.L. PALE LILAC LANE= STA. 9+68.85 C.L. PALE LILAC LANE= t'1 i m coca F ± - - - - 18' 18' - - - - r.Q �o - - - _ 18 18 I m i r, z i � N i 1 TA. 21+25.13, C.L. CONEFLOWER DR. STA. 21+10.6, C.L. YELLOW LUPINE DR. v ai_ .�� } I Q % I x 1 ¢x 1 ¢X�t - -- -- -- -- — F' m I -- - - - -- -- - -- u'`_- _ _crs 00 i �sAv h�-- -- -- -- -- - -J.- - -,1.- <-- -- -- -- -- - w REMOVE EXISTING POWER c� -- - - - _._-POLE AND DOWNGUY ,�,Q¢ �------- w �--J N� LANDSCAPE s LANDSCAPE s LANDSCAPE XIST. SEWER MANHOLE Nfl. 26 D�-Sfi -BIER DO MIG r SEYIER -- LOT s MID ABAMM IN PLACE 3 - - - - - - - -- - - - - s,86 5 2kW- EX -6"- SEV4 R- - 2}8-3i- - _ - - - IA 19tOZ 42� C L. 5.82LT.= - - - --- _ _ ANI, ABAt+�ON Nr PLACE ro _ _ - - --- - -TA. 18+86.76, SEWER coy- CUBIC UTILITY RUNE OF EAS VIDE P EASEMENT .04 PROJECT BOUNDARY M.B. 54 PGS. 106-1,07 F4 0► PER TR. 6448 -=UNIT 5 --/ - \ - -- - --1+ PROJECTBOUNDARY 1 -�-- -- -- - -- ---- -- -- o - —Z - -- ---_�__... ___..�-- -- -- --T ------- -._ ' _ '--- -E 00 13+00 TRACT BOUNDARY 14+00 n 17+00 - -- - - STREET RIGHT-OF-WAY 12+00 - � - - - - - 15+0� 0— - - - 16+00 - - 18+00 DEDICATION TO THE CITY OF 0 BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS /LANDSCAPE AND TRACT NO. 4709, MAP BOOK - - - - LOT 37, PAGES 29-30. CENTERLINE OF 20' WIDE d dLo H ( PUBLIC UTILITY EASEMENT C5 J ^ } o IIciJ PER TR. 6448 -UNIT 5- \M.B. 54, PGS. co -iZ O '� dw 106-107 I j' 1 W Z J Lo �� I � Z = U NNF- Z 1.� oo -/7 Ix �i - ujui tYt)3 z U Y �- 1 -�W 'no 000 X w oD oo 0Lu W W W J O O NN ("� Q } O Q DO WQ ++ m V) w ti w 0000 ++ W A N Ld N F p V Q W cq w V) tQ- in N Z wU tim PALE LILAC LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL O d dLo H ( 1 II C5 J EX. BLOCK WALL { o IIciJ z co -iZ O � -j dw m I Qm Z J Lo �� I 10 =)2 Z W ELIMQ q Z 1.� oo -/7 Ix ELEV ujui tYt)3 �w�.I N� FZ NN U Y = -�W 'no 000 X w oD oo 0Lu m ' Z VU On N�+ N WO DO Q G PER C.O.B. STD. SW -6. w 0000 ++ W A N Ld N F p V Q W cq CONSTRUCT CATCH BASIN Z wU tim 7 r� tQ-� inv) FYI u PALE LILAC LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL O d dLo H ( 1 II + f 4 v { o IIciJ U co -iZ O � -j JB m I Qm SCO Lo �� I TRACT N0.7Q9 �O_' M. BK. 37, PG. 29 0+0 I ELEV C]W = RIGHT OF WAY = -�W ARE TO BE ADJUSTED TO FINISH GRADU UNLESS OTHERWISE NOTED. , � i Q -I Q G PER C.O.B. STD. SW -6. - - mo )N uv) MANHOLE TYPE "A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN wU tim 7 r� �� FYI C!> �I I t �i��i..11 i Coco W UGU c it o N LAJ Coco � �c�Olrq N f N QQ WCoco OW W g< � W NV) ? } - ?� 1. — ---�-•--.- i ---}------ —1 1 }-- } # 3SSg Nd I 1 6,h GRAD 0 SE N EL a z 356 �_-� _ (nin ------ PALE LILAC LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL O < W Z� 9 1 0 ¢ t + f 4 3 10 -jo SD STORM DRAIN U co -iZ 41 to <0 JB V j -1 CD U V SMH SEWER MANHOLE SCO too TRACT N0.7Q9 `'' N M. BK. 37, PG. 29 00 W N ELEV ¢¢ 360 RIGHT OF WAY 2 362 ABBREVIATIONS NOTE• --"= . ALL EXISTING SEWER do STORM DRAIN --MANHOLES _ __._ 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 360 RIGHT OF WAY i ! z TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ARE TO BE ADJUSTED TO FINISH GRADU UNLESS OTHERWISE NOTED. , � i j � z: ---- r-_ EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE "A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14. 7 �I I t W W � 358 `356. ---- % J O,y -- __ _.}' • •— -----}I� ! i - - ! 1 i ? } - ?� 1. — ---�-•--.- i ---}------ —1 1 }-- } # 3SSg Nd I 1 6,h GRAD 0 SE R EL a 356 �_-� _ ------ O m m Q) r� O N 0 ! 354T- A13ANDON 'SEWER REMAINI G 6' ; } ! i ABAND W REMAINING SEWER MAIN IN ING 6' 352 MAIN IN PL' CE 1 s _ LACE ` ' I I ' 1 350 , }- _ - - _ INVIRI 6' SEWER _ _ 348 — — -- -- 4-- � IN — -- 24" G — U — — -- -- CAP & SEWER — LUG 6' M MAIN _ _ -- ---- � i -� I --- -- - -j - - -- i ! E -- - i CAP & SEWER - 6' 'LUG30 PAIN - 6' I -j- E -- - -- - -- -- -- - --- 1- ---- INVERT -- -� 24m GAS --1- 1 iNE J\ LINE --- ---- ---- -- - - 344 z . N o_ � -.M.,....- J ».,-...--._.,--.. .-.._.M....., ii ff U O - O s I t I IN �(?� OPS { o ��- N t z Uua � I Z �` 372 [7 �Z tuj W • M } 1 ! �__`j Q -f 0 ° i E i N to } to { 0 hZ I JO Gn �/� 340 WO u • w 0007 wW W ~ > f ) I w +> ,nL�lW uwi {{ i Z Q co to N r jj!!Z !Q <JjO� r7 W W N Q i -,�... ...._„ ( �.�.; •---r-• t --_._. ( i 07—:,Cl > t W N t1) W uj +uj 338 _ —_- �� I ----_ i— - 336 ! ' - i ! ! I _ '{ ----- ---1-- ' ! ' 1 ( 1tW W ~Z `" SX +W HZ�! (n_ 332 LEGEND: ABBREVIATIONS CL CENTERUNE 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 35, 9 T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - EXISTING STORM DRAIN PER CITY STANDARDS Q EXISTING STORM DRAIN MANHOLE TYPE "A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14. ID SECTION DESIGNATION: SECTION FETTER _2 SHEET MIFtERE SECTION Is SHOWN lb 17 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 18 19 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 � /c) � 0,�)- m ), z m Q 0) Q d af ib z Lo I Q J W U co o W cit C) U N W Y Q m mCS Z O 7 W � J > 0 EL EL a O m m Q) r� O N 0 0 N ti F- �'' a �cr. �--, I•- ct5 z -P—+ a ca z W 't J Z IL J --� a C+-.4 r= F- cc � lx I.- fr. Q 0ulJ V�J O Z o W �...� O W Q <>dz�a 0 W" V -�% -J o �Z M �Q o m o m co a' W i r 0 m LL 0 N 11 14 UNIT 101, UGIT Uo " ��op O ", 1 1 1 1! ( Z Jp 1711 Qp Z p i CJ M^ Iuj I N^ = J JjW 00 + Co I O_ �) CD J 9 J to J io" _ W O O '•' Q J J J ^ 11 J J 16 1 W 1 13 12 11 }/� Y z -'w 8/jy �_ j[]� i o_ ty J I J O I tD J I N J Z U N l�LiJ`••; .` J 1 "'7 Q f -� MSS I '1 V J ,i� Q Uin P7 ¢ -< oQ <t¢ M¢ r7Q Q cp ti'7¢ '�¢ ij¢ 1 Z I s \Q X C` I I �� W i W I W d01 m c��I 1Y I t0� i Q,�f 1 O �� nw I� NO Z fes, �a Xp� �¢ a'rw- o� `r''- °N°'- �1 aM °i�+-wo�olw °O¢ a^ofw a^D �� t= aoQ ��opo i � G �� I s\W i W o ¢ Q ¢ ui tri + ¢ J ¢ V ¢ U J .o ui ¢ Eb C� eo «� ap 1- •> V w ¢ �-¢ OJ l/7J O_! J N J ^ J J 1�J W J ¢ Q Q �� •� N~- CDJ OJ OU 7` w OD 00 •�-¢�N MZ �N ^�a� +U }} c0Z N �O O n J (�J O J yO Or J -F O + C.7 ± Z N Z 1f N CD Z N N,L� -i- C� I U� U (W +n tt� O 6� �!- < < 1 O z z 1 U¢ CL r� z a Z ,�j z u�o <D -i W + 47 c� + o i �F �, +� �-� 1 r.r �� '-� t ` H I r -Ow «-r 1 N i�� ' p01 �N I z �� IN rin M 3 �z t co I 1 2 1 I I (n Ozo to ¢- O Qx ¢x ¢x ¢x w ax ¢x 1 1-1- Ix l'- JX i _ c_n '�' o z cn I V) Q Q I x i Af i5� i - da a x ¢¢ Q cn cn �cG ¢ x ¢ x 1- w 1- w 1 w is (n t- � R v��. t- w �!f rY 1- w vxA Ln� W cncn �� I�f �S v x ~ x t ¢ X 1 �� - `~� in �... (n - �En� W N V) [nom - - N.� tn� 7.s1 �� h_Ld L MATCHUNE 12+00 SEE DETAIL A , 1 NOO'55'2 "E EX. 8' SE R 280.08 " " SEE SHEET 16 NOO s5 21 E E 8 SEWER 264.06 -J'-�- � S S � STA. 18->~Oo.�, C.L 13 SEX. g SE R X38 63'� - - �— - - - - D D 15fi2 D 16+00D NO3'20'45"W N00'S5 21'E 14+00 24" DRAIN D 552.49' D - -- -- (L INTERSECTION/O.C. N00'30'12"E RAD. - - - STA. 11+32.41 C.L. WHITE ALDER AVE.= - ----- _ ^— - - j - - ``'-- - - - - - - STA. 10+50.60, C.L YELLOW LUPINE DR. r �- a `� "� w o v INTERSECTION - 3 ao EXIST. STORM DRAIN M.H. NO. 141 rn - ,ca'vl ' LANDSCAPE N ¢ - STA. 12+80.48, C.L.WHITE ALDER AVE.= ,�col LOT ao .- - STA. 12+94.91, C.L.C5.00RT. { a ''' w a 03 p STA. 10+00.00, BEACH ASTER DR. rn W z w N ac> Q o a ca w Z 5> U N J-- -- ---t � W �QJ + + 17 5'z 33 r t z K o , i 18' 1 -18' I t 1 18' - 8' i { . yl� I {w-tJ` t' tQ- w ccn 30' 30' r V • r ® N r 14 18' _ _ _ -- �;- -- -- -- -- 1 -- -- -- -- v 30' z "d BEACH ASTER DRIVE y 0, SEE SHEET 9 CHEpCERBL00M8DRIVE uj YELLOW LUPINE DRIVE LOU1n� SEE SHEET UNIT 8 SHEET 10 i 1. SEES oc" UNIT 10 i U !! I i 1 I STA. 12+70.13, 32.23LT, EXIST. SEWER MANHOLE NO., 46 I I (EXISTING LATERAL) STA. 12+85.44, C.L 5.00LT.= LINE TABU STA. 12+85.39, SEWER L WHITE ALDER AVENUE � - { N8929',48'W REMOVE EXISTING 1$" STORM DRAIN Ll rlssa4'39'W 26.32' (PRIVATE STREET)� I EX s SEWER SCALE: 1" = 50' HORIZONTAL EX• .18" DRAIN ' C 4 „ )DRAIN, I � CATCH BASIN N0. 14 1 = 5 VERTICAL z o STA. 12+96:67, C.L. 18.00LT. NORMAL F.L.ELEV.= 349.82 M a ` w DEPRESSED F.L. ELEV.= 349.65 (� r END OF PIPE N "' I STA. 12+96.67, C.L. 18.42LT. f 362 360 358 356 354 352 - 350 _ 348 �% 344 342 340 338 3 33 33 336 34F 2 0 J > ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE 552.49 LF OF 24.E RJG-R 0-0. 1 % SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R jW RIGHT OF WAY • TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 - EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS Q EXISTING STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 I w4 TYPE PER C.O.B. STD. D-14. w ZZ� 0- a 4 e, o w NOTE: H z Q� ��1 V cry 7-cz Z m � ALL EXISTING SEWER & STORM DRAIN vi i o� 0 W -MANHOLES ARE TO BE ADJUSTED TO LU lip I r IL WV FINISH GRADE UNLESS OTHERWISE NOTED. > �1` Lo Z� p J 1L i i I i 1 I I J � I ' po CID 00 wui # APPROXIMATE Fl (SHED ' a 0' Lo m 410NA C. 1 o o ' _ - G O N o a �� 1 I I I,i t T }( INVERT 24" DR IN NV_ RT 8' SEWER t t INVERT SEWER j — — Z i ji i 04 { IN RT SE R � I i=� st i z i' . 1 1 W i z U C4 ol M A dM i I i I I S I O _..i °D U ,�j t I I I I I S a "1 00 LJ to f U� Lo � � N - I O M ui i i I 1 pe) p W w sb j �W TJ i i t� J U x uj 1¢-Z (n _ I I ; i I { to w a > . i I 1 { t (� W > I Q <j cn z i EIS NG 2 8.6 LF JOF 8 S .35% 1 x ~ Z { EXI TING 28008 LF 8 R @ -0. 5% x ~ EXISTING 264.06 OF 8 i SEWER -0.35 1 77 t f 10 11 12 115 I4 LEGEND: J > 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 jW RIGHT OF WAY • TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS EXISTING SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 - EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS Q EXISTING STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN 'A' w4 TYPE PER C.O.B. STD. D-14. t� EQ SECTION DESIGNATION: SECTION .LETTER -2 SHEET WAX SECTION fSSHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WkTH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL RIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 362 ! Woo INV. ELEV. 345.32 i8' W + INSTALL NEW 18' STORM DRAIN 360 N84.46'59"W 23.48' STA. 13+22.87, 31.00LT. 358 I (EXISTING LATERAL) 356 354 352 3�-: 352 50 348 - 346 r� 344 342 340 338 336 334 332 330 11 v F t 0) O O N CJ z Ld w W Z C? Z w J U C, z co 0 z 0 4m o M M N 01 0 00 d 0.� 0 Z LL- I Q� o -1 W U 000 W. w oG--(O o V) " 04 m � � b� J Pr3 M , J _> O X P 0 (n J > ti U Q V) a H W -� 4 Z D �...� S W a ¢ z Q W r� �+V�J w4 w ZZ� 0- a 4 e, o w H Q� ��1 V cry 7-cz Z m � o o vi o� 0 W 0) Lo LU r IL WV v, > Lo Z� p J 1L C> `t " J � 00 W r- Lo m C. o o ' G O N o a N C4 ' ti U Q � H W -� 4 Z D �...� S W a z Q W r� �+V�J w4 ZZ� 0- a WW e, o w Q� ��1 cry 7-cz Z m � o o vi a W 0) Lo LU r IL 0 'g' EX. STROM DRAIN EASEMENT T 7 n 1 PER DOG. 1/ O2tI60, O.R. � n � � LV � ' DATED D1 /D4 f 2606, O.R. UNIT O J --t Mt7i� II n Z O O �Q/ /]�► Z 00 Ong 1 3 o Fcno O -t (`� � W I15 ,1 E.: n - 7 O O^ V I C, O I J J i� _ i J (+)F- W O F .n- €3J Q J W F- O J F- Z O M 1 4 O F- 2 J O J J J J _{ J -j O 3 II p W 1- t--- Uin i O O tiJ'LL7 Q Q ��5 , 4J J o a>W _� d 0 _o^ 12 11 _a 1 �o_� p �,��; C o 1 J_6 (J 5 �M J J J M; ! W Z- - -! O O O to cL' O J J g F= I I LnM I '"1¢ M¢ '� I--• Z J� ...1 Z �� I J I J J zl� •.;r cr sYM O O a O O O C> J F- n w tf I U J +�[ mil _ 1to o- r I r7 W N n W ■ r'7¢ Q M¢ K3¢ M,<E i "--t "��' I�,# 1 I t-�? 00 i J .��"' tt �.i 3 ' J 3 O I 0.--. 2 O 1 ©. . 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F W F X F -w ¢X van I F x ax` ' ¢- 1 ¢- i< cn I ¢X cn N ~ t F N t U ¢�� Nom. I az +c� rzei !nr<` vi to tn� F- w x x � Q¢ I i t/3 tip Q F- F- O W cn r? t= I a z F= r� �e 1 rf +-w F -w t- tsWt - wX aX ¢- X F -F- �r� // f - - - _ _ II _ _ _ !nom f/�� fn LW Vl (n �� - W� i -,y F- W . W ifi"f1Y ems« 2� .yX I i F� d!3 �� <I- v -- / tt �- - - - - - n i` w Kt w vFit a ' T' _J __1- j� L1 EX. 8 SEWER ... NOO'55'21"E EX. 8" SEWER 282.51' " L4 - - - _ s S 18 DRAIN N0'S5'21"E EX. 8" SEWER 282:51'0 I �` � -� ',�� S N00'55 21 E X. 8" SEWER 250.0 `- � - --I- - - S I00'S5'21"E EX. SE x', 270.08 - S NO3 28'1$"E EX `� EX. 24 DRAIN - _ _, ��+nn _ _ _�_ _ _ _I - - - - 8" SE N00'S�'21 E EX. 24" DRAIN ° 237.80' ° �� " D _ _ WER may, NOO'S5'21 E EX. 3 "DRAIN 253 22' - - - �� - - - - - 0 - 28-+�- - _ L3 I I NO'5p5'21"E -- p _q+c1F--- - - � _- 154.50' �C� i EX. 18 DRAIN - D 30+00 x 8 DRAIN I 5:.00. - _ 3` }00 ''-- _ S16• . -- - S14t - y�fq+p t j T�-� T- _ "' i oa m I a i Cl 1 o I ¢ `F' `� v o F 1I fi LANDSCAPE X. ai J as ; I �=, I " z r= i ii¢ o o I o i o err LOT I LANDSCAPE u: - =-_ _ _ 32 pd �_j W (-- t I <= p n tom. I - - - - - - LOT �— ` _ Sg �P�E �� n�Ci `�� `�< '<c = o w ¢ oD r7a aiJd i n csi=t ¢ I T - - - - - - I J �82.e. �P G, t- o '� ¢ F ''`� ¢ S 4' aU aF- oFW �� wW R ,� rw to °'¢ z tuj oj- Ci w<n I O ¢ <t ¢ I OF- I 6nt�s NJ O + ' bIW- �tW z OW 00 0D m W d0 ! Q� MOJZ O I �J r`%J coJ Z _I c CO `tt' N O r 00J I ¢ ¢ a-' F- .JCL' i IX 1 n >J np } U II CL' Z M 00 U 4`'� ` 9 k co Q M +cam m N n r`yJ ooJ+cD O ,�¢ Qm I X W I X Z O�Z I +U -OZ U I cVZ 00 ` z 0 J I Z �' QLL I X Q Q M N 1 1w +� 26 27 28 +� +� 14 i 15 I 16 _ W 31 3 43 % 33 It 7 W + w d >__ F- N� N- CV cn cV- I Nz I Nz 1 ! I L] z h } o n it X I z -Z I t OZ O I M�`i F F- Q z ! (a 0` +�E to } (� t ' �' �' W W I ¢� 4! d I 2 -(nQ U (n (n t M O LJI_i J ¢X O (~ NF Nh ( Z J Nz O I = O pZ I Z N m r I O ( cli ¢ O F- F- ¢ X O �,• U W C/7� X V C_n 1{I1t z tri Q O W L] J 9p ,O + ¢m . ••• (Cj ¢xtY ¢x ¢x I^ z >W F W < I V) V) m t J~ O+ W}. r- I I = o t7 U U �� t!1 (� Cl7v coNv F- + Z `J J t o- F¢- x F W C'J x -3 J d m N J J .�' to Q. W b' CONEFLOWER DRIVE �, r t„ r W �w �,., L, z I 34 SEE SHEET 7 o a, , 4o o r N m 0�°i` 29 v m `n o "' UU BOTTLEBRUSH DRIVE 75.45' ci I= U o F- + �- an �, x F _+ ,in tr n 1' o �;�; too SEE SHEET 6 o N28'54'54"W 45.92' L6 EnvW U IU T cn cv¢w QQ 0 oi� o o zQQ nM m LO Jp UV)o� UNIT 7 ® �a �+ ¢ Wmui NL'y�tw U d •Wa U ! �� v~i zo I N zzo Wz= OF 24" DRAIN fi ! IEZ IF— } I 1 ' NVEF *:0: fn cn I 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 i N p 47 ii Q _i oD to TRUMPETWNE PLACE - :m it W v SEE SHEET 5 U b m o O O + + CIDN I W-1 U)V) WHITE ALDER AVENUE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � LEMON LILY' DRIVE _j_j SEE SHEET 4 o LINE TABLE XISTING UNE BEARING LENGTH L1 N00'55'21"E, 75.45' L2 N00'55'21"E 79.53' L3 N83'03'10"W 13.49' L4 I N67'29'15"W 25.52' L5 N28'54'54"W 45.92' L6 I N38'03'39"E 37.84' i N p 47 ii Q _i oD to TRUMPETWNE PLACE - :m it W v SEE SHEET 5 U b m o O O + + CIDN I W-1 U)V) WHITE ALDER AVENUE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL � LEMON LILY' DRIVE _j_j SEE SHEET 4 o �0_ Idi La Ile � 4 W {N 18' XISTING 79.53 LF X I a� <>- cn O 40 00 ui owHOOK N W C5F Wp cn X IQ sFf sRr 3 Nr W N f J�N UNIT 6 JU z QQ �0_ Idi La Ile � 4 W a F-¢F- cncn {N 18' XISTING 79.53 LF X I a� <>- v j� ,��V l �I > - STORM DRAIN owHOOK oW Q 2 V I oi'�`� "- JB Lu sFf sRr 3 t0 = SEWER CLEANOUT � J�N M+ 0 W JU z QQ c5 NIGHT OF WAY o TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION a F-¢F- cncn 18 19. PTI 364 362 360 358 356 354 352 350 348 346 344 342 340 342 340 21 22 25.52' -INSTALL 25.52 LF OF {N 18' XISTING 79.53 LF CL CENTERLINE s INVERT SD STORM DRAIN to#(0 }{� -^dam- O 3 ) 2 V I oi'�`� "- JB t WDM W t0 = SEWER CLEANOUT 1- IM J�N EXIST NG 45.92 LF ASTIfNG 37.84 118" LF NIGHT OF WAY .-YW-J TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION r�ti�4 nM m LO Jp TYPE "A" PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT ¢ Wmui NL'y�tw U d •Wa U ! >�a ow a>> F- v~i zo I TYPE "A" PER C.O.B. STD. D-14. zzo Wz= OF 24" DRAIN fi ! IEZ IF— } I 1 ' NVEF T 18" DRAIN I 1 I IOF 30" DR IN OF DRAT 0.11% I z� 00 �n w 0.11% >� " w� F- wp Q z cz� e F O a NOTE: J � i -- e C> w '-`- F- F V7 g M Q cn hod Q O N o� ALL EXISTING SEWER & STORM DRAIN h to z�wr, �nzL;, D m 1 ! i t I Z ' w MANHOLES FINISH ARE TO BE AD,!<1STED GRADE UNLESS OTHERWISE TO NOTED M ci JN00 © JNM00# Z .�I F__ Lu V� tb� 30 'tom jz Ua0 I I ^T WI ' _ I Q _ 12, co .. _ W w UMM tntry trs z d �•d tV NN l - E_W _._ I <c _a' t"M W I O _� N P+r�i d• �W d- � r= Ww O v�tri o'`� #> {{ .._.�.,.�.._ � -i 1 11 1F z I a 2E O' ( j ! z � 0 O N n W ! Q o O # +>j ,.�.!>`! J _ .. NL`tt W WN 4 J i 7 i i I I i I v "`s`, r W'W �» I N W W LJea ¢>» 1 APP R __� i XIMATE IlNISHED Otoo E z n >' v, > >. N zz w Nz t -"-'-` { --•-"-'{-- 0 Z s�� x W I z i i ! 00. d F- C�l� 'O v) ZZ N Z z Z ..--->WEDL S 4 ' - - - J- -- - - 35• W ? - - — - - �• 350 - - .- — - -- --• -- ------ - -� --— IT T -•. R " INVER 24" DR IN - - - I VERT 301' DRAIN I I ; i I I - __ M IN RT 8" JEWER ' ' I - ---- c j I � a j z ►�'-0 oI 1 0 i s q� I N i i 1 i1`z _o d I i I f _ cs z T8 SEWER L 1 1N z Zw I o Z N i y Z 4o i~ j i i I z {t{ it j ! z I z to I:W INVERT 8 SEWER [ z I i5 J cot J Z I �-- i j J W __ 'I i 1 i I I f Q f CL W r { i I Q Z r K Ly O j J ri W m,Mrn � � Q � Q } 0Or z_j Qo 0rM -dM pc3 m n I Lj i co co M m a rj i ' W1 t +W S{ I ' I = to • ; tOLC)D _ + d00 + {� • W W mwJ N `-J i W Cn '� > W I co W N t j f I - cn c)j w N ty I (n N3 - - M ! �J, W vyzz i x_F¢-> W (nm } t X Wim» F- Z ; I I i I i 3 i x1¢- w trY fta j ( W' fn ... X� W tXFQ- fn - W N •z E STING 252.51 EF )F Y__ -''� t _ o I - - - -e " SEWER 0 -0.34, e 18 19. PTI 364 362 360 358 356 354 352 350 348 346 344 342 340 342 340 21 22 25.52' -INSTALL 25.52 LF OF 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTION A SCALE: 1" = 50' HORIZ. 'j 6 T" = 5' VERT. 23 24 25 LEGEND: {N 18' . TALL 13 49 LF OF RGJ-RCD 0 1.26 ABBREVIATIONS CL CENTERLINE s INVERT SD STORM DRAIN to#(0 }{� -^dam- O 3 ) 2 V I oi'�`� "- JB t WDM W t0 = SEWER CLEANOUT 1- IM J�N _ Z 0 _j.y{ 11 w V>W Z� 11 -1 •WWW UNN NIGHT OF WAY .-YW-J TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION r�ti�4 nM m LO Jp TYPE "A" PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT ¢ Wmui NL'y�tw U d •Wa U ! >�a ow a>> F- CONSTRUCT CATCH BASIN v~i zo I TYPE "A" PER C.O.B. STD. D-14. zzo Wz= 11 l f fi ! IEZ IF— } I 1 ' NVEF T 18" DRAIN 1 V. ELFV 339.07 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 SECTION A SCALE: 1" = 50' HORIZ. 'j 6 T" = 5' VERT. 23 24 25 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB FUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W NIGHT OF WAY T..O.M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - D EXISTING STORM DRAIN PER CITY STANDARDS d EXISTING STORM DRAIN MANHOLE TYPE "A' PER C.O.B. STD. SW -4 Mum CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 26 27 SECTION DESIGNATION: SECTION LETTER IL__ __ A _2 SHEET *tB?E SECTION IS S Tum 28 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 29 �H REMOVE EXISTING vi #8" STORM DRAIN `rol � CATCH BASIN NO. 5 1 STA. 21+07.17, C.L. 18. T. NORMAL F.L ELEV. 349.73 DEPRESSED F.L. ELEV. 349.56 I r, 1 I � I INSTALL NEW 18" RGJ-•RCP. RECONSTRUCT MANHOLE AS NECESSARY. _ I 2 o z F N X W 31 32 EXIST. STORM DRAIN M.H. NO 15 STA. 21+17.32, C.L. S.00RT. " REMOVE EXISTING 18" STORM DRAIN p N Q : 00bo i ' . X ' o Iz X DETAIL B SCALE t" � 20' , �6 I; 29 T CATCH BASIN NO. 6 STA: 21+15.91, C.L. 18.00RT. NORMAL 1 DEPRESSED L�F..ELEV 349 F. .50 I I., II 28 f 33 -- —fi364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 Ps ? mNo Q w 0 J U _ z� 00 �n w >� w� F- wp Q z cz� _, tz F O a J � C> w '-`- F- F V7 g M Q cn hod Q O N o� RL