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HomeMy WebLinkAbout1.2-6448 Ph 6 & 7 7202 Ph 1 & 2 Record DrawingSUMMARY OF IMPROVEMENTS SEWER IMPROVEMENTS UNIT 1 UNIT 2U NIT 3NU IT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 TOTAL 6" SEWER LINE - LF 405 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 IMPROVEMENTS UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 PHAE 8 UNIT 9 UNIT 10 UNIT 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- LINE - 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 MAP N.T.S. INDEX OF SHEETS ABBREVIATIONS SHEET TITLE SHEET TITLE 1. TITLE SHEET THE LORDS AVENUE FAWN LILY LANE & JEWEL FLOWER STREET 2. NOTES & SPECIFICATIONS 12. w 3. HUCKLEBERRY DRIVE 13. SPIREA STREET 4. LEMON LILY DRIVE 14. Z 5. TRUMPETVINE PLACE 15. WHITE ALDER AVENUE 6. BOTTLEBRUSH DRIVE 16. J Q 7. CONEFLOWER DRIVE g 4 4 14, TYPE "A" PER C.O.B. STD. S-7. 8. CHECKERBLOOM DRIVE Z Q J 9. CHAPARRAL MANON DRIVE STREBOR YELLOW LUPINE DRIVE H U V) AVENUE HARVESTffAVENUE SUNNYBANK AVENUE a0 AVENUE Z N U RON � w --1-� J I --JOHNSON ROAD Z M Q w fA J W � � a U z ui 7 a JO��Sp� BLACK HAWK > U w D AVENUE Q � w O > a 0- � w Q 3 Li 0 STOCKDALE HWY PROJECT tt SITE 3F= 0 0 VICINITY MAP N.T.S. IZL JOINT UTILITY TRENCH Q SEWER MAIN R 7' 4' TYP. 5' `1 Y TYP. m3 1 5' MIN.( 1 1 60" TO 7*MAX. oo TYp 19 MIN. ON DEEP SEWER, SLOPE LATERALS �\ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. R 4' WATERLINE FINISHED STREET Y GRADE m 3. 36" . I � _J5' MIN. TO 7' MAX. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 8 9 10 11 12 13 14 5 6 17 18 s .0 2 .3 -4 25 - -WE-- -E- t T7-7 � 1 I I I 8 7 6 U5NIT 6 2 1 �1 11 31 41 51 51 '1 3 // \ > ' 9 SAO H CK BERR1 I IlI /bl /� 1 L _ 1 'i i 1 / 1016 3 - - - --__� 1411 / 11 35 36 37 J 24 1 23 1 22 1 2t I 20 1 )9 13 17 16 15 1_12 1 CL 12 DM 1 1 I I I 1Y.B. �lo/!2!i-Jos I I 5M#20 73 SM#411 T � —r r- -_ 13 33 32 31 30 m 29 28 27 26 1 12 13 14 CBS I I 1 2�1 .I ® SHEET NO. INDEX --- - �'� � - - �✓� a .__. CITY OF' AK RSFI��,D KERN COUNTY CALIFORNIA SEWER & STORM DRAIN PLANS FOR SUBSTANTIAL CONFORMANCE TRACT 6448 -UNITS 6 THRU 12 AND TRACT 7202- UNITS 1 & 2 KEY MAP SCALE: 1"=200' NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER IS STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 11, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, ND STAAND DESIGN CRITERIA SHALL #E CRRECTED DURING CONSTRUCTI-cR!. APPROVED BY: ROGER 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. APPROVE BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DA R.C.E. 39880 EXP. 12-31-09 I.j REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR LEGEND: INDEX OF SHEETS ABBREVIATIONS SHEET TITLE SHEET TITLE 1. TITLE SHEET 11. FAWN LILY LANE & JEWEL FLOWER STREET 2. NOTES & SPECIFICATIONS 12. BLUEBELL PLACE & WILD RYE WAY 3. HUCKLEBERRY DRIVE 13. SPIREA STREET 4. LEMON LILY DRIVE 14. PALE LILAC LANE 5. TRUMPETVINE PLACE 15. WHITE ALDER AVENUE 6. BOTTLEBRUSH DRIVE 16. WHITE ALDER AVENUE (CONT.) 7. CONEFLOWER DRIVE g 4 4 14, TYPE "A" PER C.O.B. STD. S-7. 8. CHECKERBLOOM DRIVE Z PER C.O.B. STD. S-20. 9. BEACH ASTER DRIVE U 10. YELLOW LUPINE DRIVE H IZL JOINT UTILITY TRENCH Q SEWER MAIN R 7' 4' TYP. 5' `1 Y TYP. m3 1 5' MIN.( 1 1 60" TO 7*MAX. oo TYp 19 MIN. ON DEEP SEWER, SLOPE LATERALS �\ TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. R 4' WATERLINE FINISHED STREET Y GRADE m 3. 36" . I � _J5' MIN. TO 7' MAX. 1% MIN. SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 8 9 10 11 12 13 14 5 6 17 18 s .0 2 .3 -4 25 - -WE-- -E- t T7-7 � 1 I I I 8 7 6 U5NIT 6 2 1 �1 11 31 41 51 51 '1 3 // \ > ' 9 SAO H CK BERR1 I IlI /bl /� 1 L _ 1 'i i 1 / 1016 3 - - - --__� 1411 / 11 35 36 37 J 24 1 23 1 22 1 2t I 20 1 )9 13 17 16 15 1_12 1 CL 12 DM 1 1 I I I 1Y.B. �lo/!2!i-Jos I I 5M#20 73 SM#411 T � —r r- -_ 13 33 32 31 30 m 29 28 27 26 1 12 13 14 CBS I I 1 2�1 .I ® SHEET NO. INDEX --- - �'� � - - �✓� a .__. CITY OF' AK RSFI��,D KERN COUNTY CALIFORNIA SEWER & STORM DRAIN PLANS FOR SUBSTANTIAL CONFORMANCE TRACT 6448 -UNITS 6 THRU 12 AND TRACT 7202- UNITS 1 & 2 KEY MAP SCALE: 1"=200' NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER IS STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 11, I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, ND STAAND DESIGN CRITERIA SHALL #E CRRECTED DURING CONSTRUCTI-cR!. APPROVED BY: ROGER 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. APPROVE BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DA R.C.E. 39880 EXP. 12-31-09 I.j REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR 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 35�- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE g 4 4 14, TYPE "A" PER C.O.B. STD. S-7. ® CONSTRUCT SEWER CLEANOUT Z PER C.O.B. STD. S-20. - - D CONSTRUCT STORM DRAIN PER CIIY STANDARDS i6 -1 ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. ;. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. �. � n . �M h Z -zV c)9 DATE fro. 6-` (t►.►.T -7 �2 rn O rn O 0 m 0 04 00 <m K Ld I Ii b� NO NJ MM J J W n > V -s zaW 0 0 m> 04 C4 ti 0 _ 1— � U W to I I'— �o .�<co z � Z O g 4 4 14, �1 m Z O U p = i�-) H V) vW a0 �0w Z N U � w --1-� J o Z M Q o fA J W � � a U co) O 7 a 0 0- Q 0 a N 0 0 I" - 'St 04 C4 ti W _ 1— � U W I I'— �o .�<co � Z O g 4 4 14, �1 m Z W U p = i�-) H vW a0 �0w Z N U � --1-� J o Z M Q o fA J W � � a U co) O 7 a I" - 'St W W I 0)ILr- O g 4 4 14, .„ 7s I" - 'St STANDARD NOTES 1. GENERAL IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL SUPERVISION NECESSARY TO COMPLETE INSTALLATION. DISPOSAL OF THE CONTRACTOR. LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS TH THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 SITU MATERIALS. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PROP "SEWER AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE AS SHOWN IN THE LATERAL MARKER" DETAIL, C.O.B. STD. DET. EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY SPECIFICATIONS. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THAT NO PART OF THE LOAD 1S SUPPORTED BY THE BELLS OR COUPLINGS. DURING THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE . 13. CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND D-18 AND SECTIONS 70-1.02H AND CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER UP TO THE QUARTER POINT OF THE PIPE. IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED 14• STORM DRAIN PIPE CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE AS DIRECTED BY THE CITY ENGINEER. MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE ON PLANS. SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE 2. STANDARD DETAILS SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", SHALL BE CONSIDERED PART OF THESE PLANS: SW MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. -1, SW -4, SW -5, D-11, D-12, D-13, D-14, D-16 D-17, SW -6, D-18, ST -6, ST -22, SW -1 USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO 3. VCP INSTALLATION WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING ASTM SPECIFICATIONS C-12. BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON TO BE REJECTED. JOINTS THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90�) RELATIVE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SPECIFICATION C-425. COMPACTION. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 1 SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE BE REQUIRED. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", REQUIRED) OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA„ DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 4. ABS PIPE INSTALLATION EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NEXT LAYER IS PLACED. NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE ON ACCOUNT OF .E VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED • THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE C CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. OF THE FOLLOWING D2922 OR D1556. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO INSTALLATION AND FITTINGS SHALL BE INSTALLED I1, ACCORDANCE WITHT IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED THECURRRENENPIPE THE CASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. OR INCORRECTLY CUT. MATERIALS WILL BE CONSIDERED SUITABLE. 9. SEWER PIPE INSTALLATION 15. BORED/JACKED PIPE 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS AND BACKFILL. SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH 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 CASTINGS MUST BE SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH BE REJECTED. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, 6. TRENCH EXCAVATION PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE THE PLANS. DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO APPROVAL. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA IN JOINT CONSTRUCTION OPERATIONS. WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT REQUIREMENTS. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE 7. BRACING AND SHORING OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION OR INCORRECTLY CUT. WILL BE MADE THEREFORE. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED 16. MINOR STRUCTURES DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" "STANDARD IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY OF THE 1994 EDITIONS, SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SW -4 AND SW THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24STANDARD HOURS PRIOR -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD D-14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE TO ANY TESTING. PLANS. BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. 17. ADJUST SURVEY MONUMENT ENCASEMENTS PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LAT LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED PROHIBITED ON THIS PROJECT. TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POS111VE GRADE AND CITY STANDARD S-29. 8. TRENCH BACKFILL TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED 300) FEET IN ( WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE MINIMUM OF THREE DAYS. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. SYSTEM TESTING SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR L WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THERECOMMENDATIONS PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN OF THE MANUFACTURER. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED.PRIOR THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. TWELVE TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND AS NOT TO INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE GRADE. SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 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 AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THE CITY. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. f 9 60%T 7 O�JL`r aO,p. p n Q Cr Lu � oa Mir jr wo mQ YW `n =3 8 CJI /- r7 Q ta! LJj'CU rn— � i F � z �� OLLJ �n %X Fye ��.\\ C5 Iw o+M 60iJ X j/) _ (/� H -M + U \� s �qti 9`J' F -w IZ QQ �H 1NrfRSEC 9 . \ STq 32+ j 30 C BNUCKL 51 g 37 f RA p PA \ C. Wj117ff gCDEROR•, \,\`\ AVE 10 — �r Z 3p. WHITEE 'HER AVENU T 16 E 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 UNIT 6 Wo II WI j 0 o mWa U M T 3 N II Wm M =N C5 01 a O II I rn Im -�J N / q -woo o v� zo zo I FJ7z��°�°¢ / N W p I O I IO 0 �� / o �w 3 0=° M LOM WILD RYE WAY I o �W _ J I ��� 7 �� 8 a ¢ UNI o N �_j I ��2 J � o SEE SHEET 12 I I _ �W N I �� I �'� I �� �N Mao coJ / W I�Q UO] �� JO UW I I J J IQ Uv) C6, r'7Q IOW + 00p O / �a of ^�I w O ciao" I F J 1^ o N 58' 58' I N cow I aoao K'� ow I �oJ I ooz r- aoz / 9 I I 6 +c9 IW +c) J 3 NM �Q U OIC I r7� ,.;.�Lo � I QN r7J I r'�Q cON W I ~ O a, ay_ ono 32' o =, o: ao 4 5 a I I v, �l 1 I + z w c+�I+ 11) 1 > � N moo o U o f I w �v ,I I �'� I �w I opw I mopo �J I �J o+oz I aw Itv t~i>t~n <W + c5 N^ of Q f- rn w ++ I 10 I Ln 1 0; W i-2 13 Q I Uj ++ o + c� I i= c~i�` INz X44'' �-' I Jo cn N I �Q I of �J to co ^z I �� I aX I - - - _ / x��P / <[x QQ ���,., Z +W +CD 1= i y w I Z� �J +U I H •-H. cn F'w �� CQ / N� w v~iv~il Q x Fates- I N>4J + N da i� Q 3 +� I �z I Boz N ad An I QX I `n _ - _ a o -c'-i� I �z-�' w U)U)i I oN �_p -� I �� I x r -F- Qw lr w � cntn II o1�J1�� � L co jr Fa W I X Q I IP 00 0 10 12+00 _f 212.64 w v, 00 - EXIST. SEWER MANHOLE NO. 5 / _--_-- - 18 230.8' C.L. 10.61RT.= - - - - - -- - EX. 8 SEAR _ - \ \ STA. 19+11 08' SEWER 13+00 S88* 9'06""E EX. 8, SEWER 213,87' N89 59 559 53"E EX. 8" SEWER 236.23' - N82-17 35 � - - - \ _ - 16+00 D _ -r INTERSECTION E.0 N89'04'39"W RAD. S8T3T54"E D - - - D - 5 - - \ , - EX�1 "DRAIN- - t9 _77' - - 15+00 - - - - - N (� I � I STA. 19+52.78, C.L. HUCKLEBERRY DR.= ((:DD `v`1 - - _ �- Uj ` I STA. 18+86.36, C.L. SPIREA ST. _ --— I —A— r I o I ,n I N Q I Q P/L I I 1- F-: I I � I (c!_ I / I NJ NI o o rn I O ( N I N o I O I "' I Ma ( w I `fla I a '1 4 I ao I 0 o z �� 00 I I -� I o I I J MQ I I oQ �J15 I J 2 S O Ma OJ �Q �Q z w OJ MQ I �Q I I �H -7 OJ1 6ooz p o Q I I o a Q I "UJ Q 1/ I 'r' ' W "' °°� �w I �� I �Q i �W I ;�� I �Q I °J 1 81 �; �z I �N I �w I I p S- E13 I f Z NJ �Q24 0231 22 ^J �F Q I NJ 19' ^z ► �F I aX I �„v IREASHE 18' 18' i U +c� rnJ I �-' I °+°� I z w NJ ► �J 20 N +c� I -,_ �X I �w j �z � +c� +c� I coz I `flF I ax I cn� 30' 30' 00 �� 1 r�z I I �� I o ,r,z21 I �n� �� U) F- N �F= An cn An 13L EB L P f W <v I �� I �� o "�' w I �� I �_ I u�Qiv I cn` N + cn�� w SEE SHEET 12CE a 38 `/'` �x N S00.30'12"W RAD. CL INTERSECTION w N STA. 14+59.55, C.L. HUCKLEBERRY DR.= STA. 12+98.01, C.L. WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EXISTING 198.77 LF OF 18" RGJ-RCP 0 0.11% N o NOTE:' z V) z d' M c ' jo+ 34 35 r +z r NJ 36 r "z �x x37 Ln �� w v, 00 - EXIST. SEWER MANHOLE NO. 5 / _--_-- - 18 230.8' C.L. 10.61RT.= - - - - - -- - EX. 8 SEAR _ - \ \ STA. 19+11 08' SEWER 13+00 S88* 9'06""E EX. 8, SEWER 213,87' N89 59 559 53"E EX. 8" SEWER 236.23' - N82-17 35 � - - - \ _ - 16+00 D _ -r INTERSECTION E.0 N89'04'39"W RAD. S8T3T54"E D - - - D - 5 - - \ , - EX�1 "DRAIN- - t9 _77' - - 15+00 - - - - - N (� I � I STA. 19+52.78, C.L. HUCKLEBERRY DR.= ((:DD `v`1 - - _ �- Uj ` I STA. 18+86.36, C.L. SPIREA ST. _ --— I —A— r I o I ,n I N Q I Q P/L I I 1- F-: I I � I (c!_ I / I NJ NI o o rn I O ( N I N o I O I "' I Ma ( w I `fla I a '1 4 I ao I 0 o z �� 00 I I -� I o I I J MQ I I oQ �J15 I J 2 S O Ma OJ �Q �Q z w OJ MQ I �Q I I �H -7 OJ1 6ooz p o Q I I o a Q I "UJ Q 1/ I 'r' ' W "' °°� �w I �� I �Q i �W I ;�� I �Q I °J 1 81 �; �z I �N I �w I I p S- E13 I f Z NJ �Q24 0231 22 ^J �F Q I NJ 19' ^z ► �F I aX I �„v IREASHE 18' 18' i U +c� rnJ I �-' I °+°� I z w NJ ► �J 20 N +c� I -,_ �X I �w j �z � +c� +c� I coz I `flF I ax I cn� 30' 30' 00 �� 1 r�z I I �� I o ,r,z21 I �n� �� U) F- N �F= An cn An 13L EB L P f W <v I �� I �� o "�' w I �� I �_ I u�Qiv I cn` N + cn�� w SEE SHEET 12CE a 38 `/'` �x N S00.30'12"W RAD. CL INTERSECTION w N STA. 14+59.55, C.L. HUCKLEBERRY DR.= STA. 12+98.01, C.L. WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EXISTING 198.77 LF OF 18" RGJ-RCP 0 0.11% N 10 11 12 13 14 15 16 17 m 19 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 06 -01 '3 -1� uN<< 7 0)4 LY LEGEND: ABBREVIATIONS CL CENTERLINE q JOINT UTILITY INV INVERT J) SD STORM DRAIN TRENCH SEWER MAIN MH MANHOLE CB CATCH BASIN R 7� JB JUNCTION BOX 4' ( TYP. 5' R 4' SMH SEWER MANHOLEY Y TYP. WATERLINE SCO SEWER CLEANOUT FINISHED STREET SDMH STORM DRAIN MANHOLE Q a J EXIST EXISTING 0° GRADE m 3:: ELEV ELEVATION ELE RIGHT IO WAY 5' MIN. 60" 36" TYP. 5' MIN. ,90-Lo.TO 7' MAX. �o0 TYP. TO 7' MAX. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION * �o I �k S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER EXISTING SEWER LATERA G EXISTING SEWER MANHOLE _ _ LATERAL TO REMAIN PORTION TEAR REMOVED.y f `r` TYPE "A" PER C.O.B. STD. SW -4. _ _ _ A CUT &CAP EXISTING SEWER t LATERAL 1' PAST WYE ��`�"� ® EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6.''., - - D EXISTING STORM DRAIN PER CITY STANDARDS t.i;'; ` ' NO. 333 ; (D EXISTING STORM "DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" DETAIL 6 �C = MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. SEWER LATERAL CAP & REMOVAL 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. yqg . 4m m o NOTE:' z V) z z 0 ALL EXISTING SEWER & STORM DRAIN i' Ln 3 I W = -1 0 MANHOLES ARE TO BE ADJUSTED TO Q a co In In W a FINISH GRADE UNLESS OTHERWISE NOTED. a I o c ' co 9 a - Q O N N O M I WUJI ^ M ' � d M W ad1 I'A 12 CDV,2, � �' APPROXIMATE GRADE 0 CENTERLINE FINISHED IE-FI�11h1 X� - - QOM GRADE CENTERLINEOF - .� _ -- --- -- --- - --- -- --- -- --- 31g 3y2q NL IN RT 18"_RAIN INVER 8" SE z IN RT 8 SWER z J(n 3 IN RT 8" S WER z' 0 3 0 = oo W .� pea Q Um NJ00 M Z- W UN a Ua -M M UL O Z 000000 OOi� UM of �M N OwI ^ NM �i��i.,11 W ?i0 tl,MMM j rZ �W � O �W F•-- CjJ LLJJ W +W(1) cli W = U) ,-1 `-W J '-W X W (n Z Q J � Q_ W W F-� tn? X W H� V) NZ X� H»� &23"o 0 -7%j" 10 11 12 13 14 15 16 17 m 19 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 06 -01 '3 -1� uN<< 7 0)4 LY LEGEND: ABBREVIATIONS CL CENTERLINE q JOINT UTILITY INV INVERT J) SD STORM DRAIN TRENCH SEWER MAIN MH MANHOLE CB CATCH BASIN R 7� JB JUNCTION BOX 4' ( TYP. 5' R 4' SMH SEWER MANHOLEY Y TYP. WATERLINE SCO SEWER CLEANOUT FINISHED STREET SDMH STORM DRAIN MANHOLE Q a J EXIST EXISTING 0° GRADE m 3:: ELEV ELEVATION ELE RIGHT IO WAY 5' MIN. 60" 36" TYP. 5' MIN. ,90-Lo.TO 7' MAX. �o0 TYP. TO 7' MAX. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION * �o I �k S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER EXISTING SEWER LATERA G EXISTING SEWER MANHOLE _ _ LATERAL TO REMAIN PORTION TEAR REMOVED.y f `r` TYPE "A" PER C.O.B. STD. SW -4. _ _ _ A CUT &CAP EXISTING SEWER t LATERAL 1' PAST WYE ��`�"� ® EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6.''., - - D EXISTING STORM DRAIN PER CITY STANDARDS t.i;'; ` ' NO. 333 ; (D EXISTING STORM "DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" DETAIL 6 �C = MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. SEWER LATERAL CAP & REMOVAL 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. yqg . 4m m o V) z 0 Ln W -1 0 Q 0 In In Q O N O u LO UNC T 2 o U I T BLUEBELL PLACE ZW % WHITE ALDER AVENUE OMpr�j = o z o W� d . SEE SHEET 16 - N,� q m ari 33 SEE SHEET 12 ow z � J `-r» � tet- o 0o O SPIREA STREET 13 I I � C5 SEE SHEET 13 z Uj ; Q v o Jo Jo Jo Q -- 30' 30' I J I J -'°° J 10 "'W J I 1- I oW r- z � z I 30' I z o o I o I o v 18' 18' o^ o o I of JJ o Q J3 0 of o �3 J I -� I 30 -------- 18 118' , Q CV WJ ( 132 31 J N 29 Q 28 Q 27 Q 26 1 I _j UN I I d�=, 1 I o o ��� 30-Q I I opo Q I - a 2 1 3 J J 6 �Q M Oj J ao W W I W I W' x , Z, I , (Y CL Iv') Q M Q W M ti O O M F- r? F-- r7 F-- r'7 FW- O O Q O W I O W I W I ,. W5 00 I o' _ I Q 30' 30' W r- Q + _'- u v o I mo' ooao o- F I � I F riK�i I o w I o w EXIST. STORM DRAIN M.H. N0. 3 a+w� N o+ 00 J I ^ J I N a I ^� M o W I J Q W wm Q Q ^ Q o a� :� ^ I N I I � � ++ i J of N STA. 10+05.04 C.L. 5.00LT. w ¢ ��� + o + c� + CD + ca _ `�' 00 I I m I C6 ' ++ o -' W + `� -' J co J w a a cno I R W I N U Q 0_ N Q O Z Z Z N Z (n � .-- + O + (D + O C.7 W �� + CD c0 c0 + C 7 rn N 1 r I z ul V cn In c�v~izo w v~i �� �v~i Q iroi �� I I I + z I ~_ +� +� I o+oz I o+oz i I �n I —r= x r u�z �z (oz I �z I I�z� ;n �-1= ¢¢ �F N ¢Q �F �� —� cn \ 01 W a X , Q X , Q — , cn w cn X O <n cn cn cn �—i— x F-►— cn cn — INTERSECTION I = `� r w 1-' ' ~' v~i� i 0 �Z c~i�� ' c~i � I v~i� I v~i� NN v~i� I w cn�n v i v~i� I c~i>�w � I � X � w 1 Z N I I I • 1 I -- - - - - - - -- Do oo cn cn cn I = 1 STA. 10+00.00, C.L.LEMON LILY DR.= _ - - - - 4270 11 - mSTA. 29+65.52, WHITE ALDER AVE. w I-- I 00q CATCH BASIN NO. 3 L3 - L1-------- --- ------------ STA. 9+82.04, C.L. 350.5. L2 S8929'48"E EX. 18" DRAIN- - - - - - - - _ i EXIST. SEWER DROP M.H. NO. 9 NORMAL F.L. ELEV.=350.54 .34' o 00 " " - - + C I _ _ 14+100 _ M '- - '� - 5+00 §89'29'48 E F(. 6 SEWER 175.00' S89'28'48"E FAX. 8" SEWER 162.60' STA. 19+55.61, C.L. 4.93LT.= DEPRESSED F.L. ELEV.=350.37 _ _ m _Ts � _ � +_ _ _ _ I _ _ _ _ + l STA. 19+55.61, SEWER "' 17+ 0 18+00 19+00 I I s 4 §89'29'48"ES EX. 8" SEWER 264.22' S89 9'48"E EX. 6SEWER o °O s 264.22' 16+00 - - - - - - - 15 W - _ _ M � © N S T LI U U C D------,\`n�, Q _ _ _ _ _ \ \ / / \ I I INTERSECTION r - - - - - —� - - - _ STA. 19+50.57, C.L. LEMON LILY DR.= cn-- r= 1 / —►---� -T--- -r 00 cv , „ '- I '- I �, _ I- - - - �� I I STA. 16+21.70, C.L. SPIREA STREET W in DO H .-- O I 4 O I O O F-- O �-..1 O CY II I Q::_N I ' F' F- F- H W N O O Mt0 O� I CSi -J , Oi J ' O n �O I O I >-a- O I O I O I n p^ p CD 1 O I O I O I O I \ I N I W I I O X O M NQ NQ NQ I OJ , 0; _j , JJ OJ 1 O Z W N �Ifj II. N< C> N< JW N� ' NQ I NQ f O NQ of (n _j 1 O_l I (rJ I (TJ I C3iJ I ' �I W I I 16 M7 i>� �~ �~ �WZ W W mw 5x W O ln� O MQ I MQ I Md I M� MQ N s' 18' O II _i „ W Q I Q �w I rri F I O W �— — I — ( Z 3 �"� W Z w w w w ' w I ' 00 = z ¢ titwi� Q, J N J c Q -'w Q I I '- I I `+ 1 �'- I F I Q I z co I I Z CJ>W I- J M J OO J CV J S W t� J N J S UV) I� J �- Q Q '- Q Q 30' 30' I = o z �J +� I 18 +z I 19 o 120 +�� �� , 21 +(D I +(� I 23 p 24 M 25 1 I I 36 J 1 35 NJ I 34 I NJ , 32 I I I W , — — — — — — - OOW O Z , ' z Z J Z + C� I + C� I p'O' + u ( + C7 O I CD Q 00 w � � � i- � F= I F � '-T I � I J � , �r z I d z I � �a «� z I I I + C.7 + CD + �' + CD z P cn cn Qioi Uci ~ i- 30' 30' (0 z I ^ z I r_ _: 1 ao z 1 0o z I a I I I I F -- CL m ao�o d - ¢ X d x LOU') cn cn rim -' 1= �'- 3 3 -1= 30' 30 cr Uvwi +i`vwi v~i ( U) I �w I axLu V) NN I QX I z aX I QW I aW N NN aW 1 18' 18' X aX aX X ax I 18' 18'. = W (/� u (n Lu W (n f- W O 00 h-- W F- X F" X W ++ , X Q— I I I Q— I WHITE ALDER AVENUES " oJ� �v �v ~ NO �vcf) U) �^ co W ~ W ~ W cn W 11 QW F U 46 I I co � ! Nv I cn I �I cn I I `' Q r—ow 17 W V i M Mo 22 x �� SPIREA STREET SEE SHEET 16 a'�' Qo L `" QQ �+ N BUTTERCUP PLACE N ++ cnzo z w v"n p p (�� �( �j SEE SHEET 13 rnrn - Q¢ U U �l II 2 U lel I T 6 `��' 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 r EXISTING 23.42 LF OF 8" RGJ-RCP 0 0.13% r -EXISTING 33.82 LF OF 18" RGJ-RCP 0 0.18% LEMON LILY DRIVE (PRIVATE STREET) SCALE,' 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE LF OF 362 LINE BEARING LENGTH SIZE TYPE L1 S8918'37"E 23.42' 18" DRAIN L2 S89'37'14"E 33.82' 18" DRAIN L3 S01'45'08"W 7.42' 18" DRAIN L4 S01'45'08"W 17.42' 18" DRAIN r EXISTING 23.42 LF OF 8" RGJ-RCP 0 0.13% r -EXISTING 33.82 LF OF 18" RGJ-RCP 0 0.18% LEMON LILY DRIVE (PRIVATE STREET) SCALE,' 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 12 13 14 15 16 17 18 366 364 362 360 358 356 354 352 350 348 346 344 342 340 EXISTING 17.4 LF OF 362 7.42 LF OF18" GJ -RCP 0.11% 0 V) 360 W cn O N z O Z NM I I O WZZ M II ZLOM IDLx 358 00 00 M W cn CjW Q •N m W W V O U'O-J-j 356 IF s{ F. .M 5 . J 354 W<� W Q J to 352 O O 350 Z FQ-ZW Ln X� Z Z ZZO — 348 W 346 J > 344 1342 0 NVERT 8" DRAIII 340 SE INV. EEV. 342 1 338 Z _' Q Z 336 1334 _ = 0 = Jo0co NOTE: UMN 332 AMM >: >: rn 330 z �M 10c QN cc _ NZZ 328 r::�. 1326 19 10 11 12 13 14 15 16 17 18 366 364 362 360 358 356 354 352 350 348 346 344 342 340 EXISTING 17.4 LF OF EXISTING 7.42 LF OF18" GJ -RCP 0.11% 0 V) �r O N z O Z NM I I O WZZ M II ZLOM Z 00 00 M W mM CjW Q •N m W W V O U'O-J-j Ost Li s{ F. .M J oW .N N W<� W Q J to M O O Z FQ-ZW Ln X� Z Z ZZO — W J > 0 NVERT 8" DRAIII SE INV. EEV. 342 1 Z _' Q Z 0 = NOTE: rn z �M 10c QN cc _ : 3 _ ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO +m ��,>, Q u Q Z J— ��W a I a SWI ; o o o FINISH GRADE UNLESS OTHERWISE NOTED. 1. -,� P_R_0XI_M NI Q J F `:, ao � QiM I GRADE ® ENTERLIN ±w< o o+ N Mw °D I m 35� TQM• - N - - - - - z~35x w �vi? n N APPROIMA FIW (SHED �Z -0 ' I - - - - - - GRADE CENTERLINE W n- - - - - -T?- ------ -- -1.6 T M. INVERT 18" DRAIN NVERT 1 "DRAIN " INVERT " SEWER INVERT 8" SE R 00 C5 0 z 0 z 0 Z 0 z J 3 J Z3J W a- �� Q U� Q M J GU _ Q _1 U 00 O mn M U ^ 0)0 'Sp ��iiJ1 ��Di1,:J1 j+iIse O 1,x1a..11 M N N+J +J vWj � ^JjJ » aW U) _• x --0 W WM 00 W m W N * W N LF Or 8 SEE I i -4- 10 11 12 13 14 15 16 17 18 366 364 362 360 358 356 354 352 350 348 346 344 342 340 SECTION A SCALE: 1" = 50' HORIZ. q 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 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 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SECTION DESIGNATION:Iv', S EXISTING SEWER PER CITY STANDARDS < �` SECTION LETTER ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. A lo. 333 �` r L' ® EXISTING SEWER CLEANOUT 2 P. 6 30 c SHEET WHERE SECTION IS SHOWNiF `z PER C.O.B. STD. SW -6. d'� C!\/1\ •2 p /SOF At�e. e s bio. . `(Y 7E p -- - o EXISTING STORM DRAIN PER CITY STANDARDS ` '���� +''��r, -���. D EXISTING STORM DRAIN O " NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" e43 / s 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. U 0 ( t 7 C) M Ly uo 0-ju ? 2 ; } m EXISTING 17.4 LF OF EXISTING 7.42 LF OF18" GJ -RCP 0.11% 0 V) �r O N z O Z NM I I O WZZ M II ZLOM Z 00 00 M W mM CjW Q •N m W W V O U'O-J-j Ost Li s{ F. .M J oW .N N W<� W Q J to Z FQ-ZW Ln X� Z Z ZZO — W J > 0 NVERT 8" DRAIII SE INV. EEV. 342 1 SECTION A SCALE: 1" = 50' HORIZ. q 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 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 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SECTION DESIGNATION:Iv', S EXISTING SEWER PER CITY STANDARDS < �` SECTION LETTER ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. A lo. 333 �` r L' ® EXISTING SEWER CLEANOUT 2 P. 6 30 c SHEET WHERE SECTION IS SHOWNiF `z PER C.O.B. STD. SW -6. d'� C!\/1\ •2 p /SOF At�e. e s bio. . `(Y 7E p -- - o EXISTING STORM DRAIN PER CITY STANDARDS ` '���� +''��r, -���. D EXISTING STORM DRAIN O " NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" e43 / s 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. U 0 ( t 7 C) M Ly uo 0-ju ? 2 ; } m o V) z 0 W J > 0 Q 0 rn QN O If J d Z¢ UNIT 1 N �3 WHITE ALDER AVENUE " " ELMW¢ " 0 11 2 SEE SHEET 16 40 o j o 38 fYa BUTTERCUP PLACE cq o Q = o SPIREA STREET 13 30'. 30' I o I Jo I Jo I z ���' o I Jo I z �`' �� 25 IZ mow`' -' I � � 30' 30' 1 � Z „'� I J i � I � I � ,cim SEE SHEET 18 18' �� p J = v� �� p^ W civwi o civ po 1= v� p^26 I po 27 1 18' 18' I p = Jw I o� 1 0^ I p p —'w I w "> ¢ ' Q ' 7 Q ' r Q I I J Z J J f -i-, vcn . J o^ 1 � cicn 130' 30 I I W I a ' 43 42 � 1 41 I ��� , 39 �� ��� MQ o�o�Q I���; �Q I FAQ 28 Q -- 129 �¢ J J -- I 13 ¢ ri Sw aoao �i w w ' aoao oo �� w I I I I I 13 O "� ¢ 131 Q I LANDSCAPE I _ u - W o I d� J I �.i J I Q 3 .r � � ¢ �- k$' o' U oio co - i � ui6 Q I °° `'' I I ``' �� I `'' I I ter' � I LOT � �� ' 18' 18' I N Q Q Q w �a0 0 1 I `t F- �� �w w , DJ 00 � NJ w J NJ mss} -Q (n i.+ .Q W NN d -J •Q �Q ln� �Q `-Q I I I Lu 6� ++ 4 O w ++ �J d- OOJ ++ I �J W �J W NJ IBJ NJ w �� W I 1 3 ooz oz +z 'Z NNN Nz I �z IN MM +(D f.— c"�a +cD N I NI 1 +� cn O I n I I E++ I a N�-- - - - - -- 3 I �Z I �z I �Z I W Z I F- I F- 1 = r= 1 ~' �= 1 H i h' r7 Z Z V+- Z I t- d Z I in Z \ , co Z + += + (7 �� N W r 1 cn (ifa , cn i cn cn N d ¢ cn cn a' ¢¢ F - �� -. F= I x F¢� N c' -n I M 1 1 - x �� I l - N I - � I x �rQ \ to '-nl vwi I I I Q X Q X 1 a X I x F -F d X I Q X I x F -F- cn e� cncn N Q- I o EXIST. SEWER DROP M.H. N0. 10 00 0 w w F- W w N� �- w I w cncn d X ¢ X w cnv� F x Q X o Q X w cncn Q X d;< Q X w cncn I 14 a -I- - - - - - - - c"` cn� 1 v>` I coLi — / ( ZI I \ �� I v~i� I c`n� I �� I I z ao STA. 9+95.04, C.L. 5.00LT.= I x m I _ _ _� _ _ 1 _ _ 1— _ _ L _ L _ _ _ ( w I STA. 9+95.04, SEWER 1 41 W / I \ /5' i 1 I S8929'4 "E EX. 8" SEWER °D 246.84' - L1 EX. 6 SEWER S89'29'48"E EX. 6" SEWER 230.12' / - M - - - - - - - - - - - - - - - - - - - - - - - - ` - " " - _ I i INTERSECTION - INTERSECTION ► _ _ _ _ s'- _ s _ 14+00 s s S89'29'48 E EX. 8 SEWER 300.00' I _ _ _ _ STA. 19+50.57, C.L. TRUMPETVINE PL.= STA. 10+00.00, C.L. TRUMPETVINE AVE. 11+100 N 12 00 F 1 100 - —+ - 15+00 16_+U0__ 0 1717+0 - �- —� s 19+}00 - I STA. 13+41. C.L SPIREA STREET STA. 26+85.51, C.L. WHITE ALDEN AVE. , 1 � Z ;o In �- r7 3-_-_-- - -0 N Tn U C Tl E D�, ISI 4 I UJ --- ----- — I I -- - -- - - - --- -- -- a T— I-- - --} - —� - - - -'I-- - - T --1- I I N w o o C:) I N I I 11 1 I � ( � I - -) \ \I x i I -- -- —� to 1 O I O I O 1 p 1 O I to p O O A.. J O O O cif p ( O I O I \ I W I I OO d 1 �'r%Q ' F'7� ' N)Q I Fr I �Q ' t'riQ / MI OJ I 6)J I wW OJ I OJ 1 01J I pJ I 6�J I OJ I W WI 1 V I .a ¢ W w o' o' / o \ "'� �Q I za 1") 1 "'� "'Q "'� 1 ''� 1 "'� I Q "' I t- r `t r d �' F- UF' Fn 5 18' ,8 zJ 32 I uiq 134 L6a 135W 136 �W 137 I zl I 24 123 �L" 22 ��'- 1 I cn ,to cn o co F-- vi w w U w J ^ J __j Q Q Q I w w w w NJ ^J NJ IBJ NJ I aW �a 1 21 NJ I2O J I �-¢ I 18 Q 1 17 Q I 00 1 0 1 �-� — 30'. 30' 1 +c� 1 33 +U I +o I +c� 1 +o `� I ► I °° ► d I MF- 0 , � 1 o I �J IBJ �J z o J ' _ _ N 1 � I `r'� I �Fz-- , '?� I 18' I 18' I ' <+� I _�� I �m `r'F i Boz I �z I �z I aoz I ooz I J 1 zl I 118 18' I FQ--w tow I FQ-w I dx I ax I az 130' 30' I dx-< I dx I C ax I ax I Qx 119 d>< I QX �N I 130' co �-w w F w t- F F- I QX 1 cn cn cnv 1 I cn� I cn� I vv � w Nv F--c~n� c~n� WHITE ALDER AVENUE TAHAMA WAY o 00o I I I N- SEE SHEET 16 CDoo SPIREA STREET LINE TABLE Lu 000 SEE SHEET 13 UNE BEMNG LENGTH U) ++ UNIT 7 Woo L1 S89'29'48"E 100.00' EA V)V) 364 362 360 358 356 354 352 350 348 344 342 340 338 336 TRUMPETVINE PLACE 1, (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 12 13 14 15 16 17 m IP41 364 362 360 358 356 61•Y: 352 350 348 346 344 342 340 338 _. LEGEND: o ABBREVIATIONS CL CENTERLINE rn INV INVERT IA 6A SD STORM DRAIN EXISTI G 230.12 LF OF " SEWER 0 1.00% CATCH BASIN JB JUNCTION BOX 0 SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY EXIST NG 246.E 4 LF OF 8" SEWEF 0 0.95 • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: EXIS! 6" NG 100.(u SEWER 0 LF OF 1.00% v '71 ® CC)N SECTION LETTER TYPE "A" PER C.O.B. STD. SW -4. A _ _ _ _ _ O ® EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 I T"yT�OFC A v rr 3w a Q -,; : No. 33' - - o EXISTING STORM DRAIN PER CITY STANDARDS 0 3z ��xF.. (D EXISTING STORM DRAIN 'A" NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" r OFCA��'� MANHOLE TYPE PER C.O.B. STD. SW -4 .. . WITH 35' OPENINGS PER C.O.B.STDD-14 -1 �r u �T t�_ ., , k. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS �' ��,--/y -- �- �C"0 mr = I WZ �C�' O Z w 3 = 1. a -G�f PMG,1 a 7)o�QH 1.7� D R AIM' I z I �" z •� 2 Jco v� 0 FZ CL Jrno v W Jaoao v�p� Ito c0 � U 3 1 N N I ,=dsF r1_i0 cr ChndN- 06 � 0-01 CE �M zi �MM W �F7M o "o -n �� w ao M d < � +> m i c+oww a +ww to d- W {. �.- N d.W APP �GXWAIE cwi� ww N N w ' N duJ w �» GRA E ® CE TERLINE JJ ww APPRO (MATE FI ISHE cn d .� �' d' x w r-> cn? V)ZZ '"zz cn_ w NA — — _ — — X » w cn— �s¢2 w zz r -o* - T� 41 -47 is2j IN RT 18" DRAIN INVERT 6" SEWE INVERT 8" EWER NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED. Lu 10 11 12 13 14 15 16 17 m IP41 364 362 360 358 356 61•Y: 352 350 348 346 344 342 340 338 _. LEGEND: o ABBREVIATIONS CL CENTERLINE rn INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX 0 SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 351.9 T.O.M. ��- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION IV fes`' /. • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: c �- ® EXISTING SEWER MANHOLE SECTION LETTER TYPE "A" PER C.O.B. STD. SW -4. A _ _ _ _ _ ® EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 I T"yT�OFC A gi rr PER C.O.B. STD. SW -6. Q -,; : No. 33' - - o EXISTING STORM DRAIN PER CITY STANDARDS 0 /�/ `� -� OIV1 V (l ��xF.. (D EXISTING STORM DRAIN 'A" NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" r OFCA��'� MANHOLE TYPE PER C.O.B. STD. SW -4 .. . WITH 35' OPENINGS PER C.O.B.STDD-14 -1 �r u �T t�_ ., , k. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS �' ��,--/y -- �- �C"0 mr UCT CTCH BASIN TYPE CONS�"A" PERAC.O.B. STD. D-14. UNLESS OTHERWISE NOTED. �C�' `7bDZ-112 QN 1. a -G�f PMG,1 a 7)o�QH 1.7� D R AIM' I m o rn Z 0 Fn w J cl Q 0 m d] V) �C�' QN 0 3 3 3 3 3 3 3 3 3 3 3 3 3 31-1 3 3 3 3 3 3 I W N WHITE ALDER AVENUE I W SEE SHEET 16 o w i 8 W o Z g M o 3 cii N I 0 I=w _ I 18 j'N_� ' Q= w 04 °°Q31 ' 9� Q ui CD I I -N c" 3 LLJ� L600 Q OBJ ZO W N O)I� rnrn N soJ W O �O +0 ��= ONO• 1 N Z N O� NJrn �QQ I X � 1 Q ' 9� Q ui mQ Lu w o J �W ' I 589'06'-3rE EX. 36 Df AIN 156.16 I I � i I �0 LZ CLo 0 I (n0oce0 IWNN zoo I ckf ozo 1 oom IK -6W (nck�o w Wa W "__L_ _ - J S44'17'14"E 56.36' EX. 8" SEWS I S89'29'48 S89'29'48"E s I u 9: I ' I 18 L1 S8929'48"E Lo L2 OQ N Z L3 S87'03'18"E =Z U) UJio I iD to Q 0 Z 11 Z3 I X O O ` = Cl mQ Lu W Z M�ID� O o= W o WD m 3 Z 1` Co o>: uv) 1818' H:30' aCoco CU"> -m �J U C) 30' jr morn MM i iop�WLJ� ui = o ee TAHAMA WAY �� C3 6o 6 WHITE ALDER AVENUE O) L+ IOW_j + + SEE SHEET 16 X 1�w�w N ifj z o , w Inv) N U) 17 UNIT 7 J C> J �Q cdQ30 d- J r7U +z Q X W 28 s I ' I 18 L1 S8929'48"E u. L2 S8929'48"E 50.29' L3 S87'03'18"E 125.44' o Go w=� rn M�ID� Z w I N o C7 Lo zN'U ANN �� Z 1` Co o>: - �-� CU"> -m �J uSfl N i iop�WLJ� C> Lo oLo 00M II = o TAHAMA WAY u") mw O) L+ IOW_j W C=.J 1�w�w eF 0 0 II J I ifj z o , F-- Cor. I ' 30' 30' J F p O I o < I z 03 LU 00 m Cn > Z II.-ZOW �N-ZO o_z a ci o� - p p 18' 18' 00 _ I o. -' 1 - JJ J to I H II I••- II V II II Q If -i>W J W I �o N vw-!, J I o v �� , J I��'—_I 1 -� <r� J W I a� N I z UU O^ J I �Q J Q I I� C3 O L- m I[')-1 O a0� ul •---~ 27 //'� �� 26 �~ W I N I I app �J Imo~ a0� =- U _O I- O M I I CqC pin NW /^L I �Q W U 1 Z �W F--- O � Z W - cF N �a^L�� N I (TJ O �J tf> I p I J 00 d -J '� U I d- o 'n w c> .4- Cpco pp F- r Q I � r7 I Jw W J 1 OF _W NQ rn +�_+ � �aN N+ +� +� :� +� +� � ; I � ++ 0, 13 OCT0� _ �� 6� _j I � 10 r,, �J m� II -I- I NSU gL I N �H I MI= \ OI / �F=- I �� I W �A� +. C� r -7J � I ON OJ O O� r) mQ O J 00 -j CX I Ln ocif iQ--Ow I x tQ- QX I Qx z i ax I QX tU ¢ z dd "'�z I +c� '`� + 1 ��i1 <ra- `"� I (NOQJ Q '_n W z F- 4 U) mm W (n W � I Z aoau SFW- Jaf N d O COQ '- u~i�w I ( v m N �N d,-`�'� I `°� f- I W ++ n 2 I �Cl) L 1 � �� I V) o� c5 mN z SPIREA STREET Coco o ' 1 '�¢ �J ; v v� m- a w J ii cJi SEE SHEET 13 Li En Ln I -:64�Nuu co / \ \ - - - - - - - - - I W NN � � I� Z -7 < __ r7'�� co I� M.cr;� -- _ _ F¢ -w mac/) r7J N + I �O ND'U [ON 001 I 292.86' 89'26'10"E — EX. 18" DRAIN ++ Qo' -INTERSECTION/P.C.C.----- - -p - - D - - p 299.17 ;17 _ - �' �W +o °O 1 w MCOo �rWcwi� +ccoo ' ++I _ - - p _ 16 00 �"-- °O= 4 Jw ao+ Oi°' I q S89'04'39"E RAD. Ll 14+00 - �- L� - aX m N I �`' �� +�z rn N ad I t STA. 19+87.62 C.L. BOTTLEBRUSH DR.= 250.01' EX. 6" SEWER ,EX. 6" SEWE L3 �w I ? Qa ooz- �� IW N� STA. 10+56.19, C.L. SPIREA ST. ' X. 8" SEWER�,N I I 1 -- ------ _----- -\_ 2739"E- X00 1 "'QX �� -782'0' 4"E - - L v \ �w d 1 I z iv EA 8" o w z r `� ,'� o � cr o ru. rn \ Imo" oNd �- - ` J Q 18" DRg11V 1g+p0 E R - _ _ �k koz �< o �,mn o o �Q j o o %w IN w o - ``� - 22�6g' ���6$ �� // sT ST4. 9 f{yFR My >>- o0 o z "'� o mm 25 03 0 �o o 'rim / 7n N z - - /� q A• 1g 6285 NO mw 00' z' o- z' z �s ;n <�- -' 3 1 0 _ -�c� / Ff f7 C• lg m� z -Iw Q � mQ Q -'w -Iw to X u' = o \ - \ w 21.91' 0 S 26S,' �• ¢ c An _ �N ' �' � w C -5v) i cjcn o W om \ N / ' "19 9Sf wf 6 g7RT, U IJ -Q 0 I I w z / o N06'56'56"E 6 R - - r- � t_ ^^ -r- r-= aivi 0000 1 EX. 11$" DRAIN EX. 8" SEWER s I ' I 18 UNIT 7 UNE TABLE UNE BEARING LENGTH L1 S8929'48"E 50.00' L2 S8929'48"E 50.29' L3 S87'03'18"E 125.44' m< 18 18 ' wcn W 44 - m� o Coco a'a' ' I 18' I // Z 1 a -' II 18" DRAIN 20.68' / \ �9 PARK ' 3 0000 3 MM �•d•'-� �d ^ CJ Cp 30' 30 00 mm I co J, 9 JJ N NN ++nrn 13C3 totoJJ- - - - - ++ N ++who 130' / % I m N� I ZI !A \ �& oo FAWN LILY LANE � dd N dd O �� N o r X ►-►- X �� � coo QQ QQ JEWEL FLOWER STREET + • U ori SEE SHEET 11 w cncn w cncn U .-o '� '- ~ x '-� m � Q w Coco W No w NN W NN SEE SHEET 11 ��' r ( I I Q o \ \ of c inn Wo F-: kQ- ^� ■ I 5� yI I 5' I Q z c~nvi Z v~iC~n Lu On co CD 0 23' 1123' �`�' J 135' in 35'i I 00 c2 _j z �� \ BOTTLEBRUSH DRIVE M cj�� �z m" I I I I z rnorLj i= of SMP I Z N, j� 11 Q X M cljroQ II w cn (PRIVATE STREET) R�� SNE _ c3wW ~w N 00 U N II SCALE: 1" = 50' HORIZONTAL coGj- U-' vii Q 1" = 5' VERTICAL ` +` N W N �Ql m 8 X � NZ� 64 44 40 36 34 32 3O 28 26 EXISI!ING 20.6 LF OF 18" GJ -RCP 0.15% 0 o m rn Z w I N o C7 Lo zN'U 0 0o Co o>: Jac Z � Q Z � Z CU"> -m �J uSfl N i iop�WLJ� Q p O) L+ IOW_j W C=.J 1�w�w W Q o- m Cn > Z II.-ZOW �N-ZO w I , 8" EWER 36 62 0 EXISTING156.16 OF 36 RGJ-RC @ 1.68 " EXISTIN . 292.86 F OF 18 RGJ-RC ® 0.11 EXISTING 299.F7LF OF 18" RGJ RCP 0 OI86% EXISTING 21.91 LF OF 18" GJ -RCP 0.23% 0 m am C> 36; 60 N 0 o Z 3 0-� 0 ML, ujw zN 3 z 3 w w b = 00 361 58 w - g = Z .- U co o ' 0�oro M m z Z � �-- 5 c D Lo r - W 351 56 N Q W �W W _i d -t0 U.-OCO 1� 00 Z 00 J� r`' r I O' . p U^ ^ -� sf W 1-�� UN �'� �M - O N = MMM CV °-ww a O Odd- z 3 �� D:'hM J 0 :�� rl ' QI fZ' a - N •M J G/ 351 54 = ` o ~ ' w L6 D n +W �I w C 7 N W F J O W W W N + I �-q P �V��� v-XIMA N '� "^- 35� z c 0+0-j �_ ozz Q z T•0•M AP OXIMA FINISHE N� �w ' o N x a I -Z GRA )E ®CE TERLJNE I W-7 -- _Ww 52 X 7-Z 5 I v~i — Q> I W -- — -- ---- —3S �5 W cn_ _---- -- -- — — -- - - - - - --- -- -- - - L`' N— - -- -- --- -- --- -- -- I -- ,�s7 — -- ,7527 -- --- 3 52. ? 35' _,, A ----- _ --- - - T•0• ' 8 t•0. g r • pw 50 .M 3S 35>. 5t? 5t. i M. 48 a I ' 341 - - - 341 4 1 - - - _ _ INVERT18" DRA 34! _ INVERT18" DR IN 42 INERT ELEV.�340.75 INVER 36" DRAIN - - - 34; INVERT "SEWER INVER INVERT8" SE R IN RT 8" S WER 6" SEWER 34( C> 8" SEWER to "' 00 dl Z W z Z 3 o 0 33f O v' 0m_ I 3= cn R 3 w 3w ,;, 3 Li LLI J O W Z(n Q w Z _j a0 Ut0 Q JCO UN J_ UV JtflOp UOFf Ja0 U� _ZwJ = J� = J=DO 33f ,Lo 00F 1� U ^prj Q UIQ � Q U� NOTE: ALL EXISTING SEWER do STORM DRAIN W M M �M � N r.d:M C:, �r�r7 Lo ' ^ oM W rn � w _ cow334 N '++ MANHOLES ARE TO BE ADJUSTED TO NWLJW ;W ,±Ww �W �'w ml. FINISH GRADE UNLESS OTHERWISE NOTED. ' ' `� of w W U)' ' x U)> �' �'_'_ - N w cn? w cn? z zz EXISTING 125. 4 LF OF v z " x W f- �z X ,N i - N_ W zz — w NZ 331 EXIS NG 50. OF EISTiNG EXISTING 250.01 LF OF SEWER 0.35% STING 5C.00 LF 0 64.54 OF INSTALL 56.36 F OF 32>: 8" SEWER 00% 8 9 10 11 12 13 14 17 32@ I PROPOSED SIDEWALK C LANDSCAPE STRIP 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. 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 STANDARD FRAME & GRATE PER COB STD. S-8 EXISTING CURB & GUTTER INSTALL RINGS AS NECESSARY FOR CONE TO CLEAR EXISTING CURB & GUTTER. C z LEGEND: w ABBREVIATIONS I w CL CENTERLINE Q 1 INV INVERT > I - - - - SD STORM DRAIN MH MANHOLE CB CATCH BASIN \� I JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT \ / SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY CLASS "A" CONCRETE 35� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION..OEEvSi, _ 7,-6" S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER I o. ' .3� ® EXISTING SEWER MANHOLE c1c3322 ,f�- �. . ; 72" MANHOLE DETAIL W/ECCENTRIC-CONE TYPE "A" PER C.O.B. STD. SW -4. - - - _ - A E 30-1 `4cf ° G S EXISTING SEWER CLEANOUT T cmv vP ' ' ® PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN qT� � � OF M\� - - a EXISTING STORM DRAIN PER CITY STANDARDS No.33 c , r gip. 6- O-A- MANHOLE D 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 4 NT % oN LY.___ UNLESS OTHERWISE NOTED. . CONSTRUCT CATCH BASIN �,� � r`s ^-.•� ��'� TYPE "A" PER C.O.B. STD. D-14. EXISI!ING 20.6 LF OF 18" GJ -RCP 0.15% 0 o m rn Z w I N o C7 Lo zN'U 0 0o Co o>: Jac Z � Q Z � Z CU"> -m �J uSfl N i iop�WLJ� Q p O) L+ IOW_j W C=.J 1�w�w W Q o- m Cn > Z II.-ZOW �N-ZO w I , 8" EWER SECTION A SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. 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 STANDARD FRAME & GRATE PER COB STD. S-8 EXISTING CURB & GUTTER INSTALL RINGS AS NECESSARY FOR CONE TO CLEAR EXISTING CURB & GUTTER. C z LEGEND: w ABBREVIATIONS I w CL CENTERLINE Q 1 INV INVERT > I - - - - SD STORM DRAIN MH MANHOLE CB CATCH BASIN \� I JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT \ / SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY CLASS "A" CONCRETE 35� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION..OEEvSi, _ 7,-6" S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER I o. ' .3� ® EXISTING SEWER MANHOLE c1c3322 ,f�- �. . ; 72" MANHOLE DETAIL W/ECCENTRIC-CONE TYPE "A" PER C.O.B. STD. SW -4. - - - _ - A E 30-1 `4cf ° G S EXISTING SEWER CLEANOUT T cmv vP ' ' ® PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN qT� � � OF M\� - - a EXISTING STORM DRAIN PER CITY STANDARDS No.33 c , r gip. 6- O-A- MANHOLE D 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 4 NT % oN LY.___ UNLESS OTHERWISE NOTED. . CONSTRUCT CATCH BASIN �,� � r`s ^-.•� ��'� TYPE "A" PER C.O.B. STD. D-14. 0 rn z 0 w 0 o_ Q 0 m am C> 0 N 0 o e0' O� o00 Z QQ IzAF cn N N 364 K-y� 360 358 356 354 352 350 348 346 344 342 Kflll 338 336 334 332 330 13 II 0 �w �z oQ J J wr w U Z C31 O O coo NO (nV) cn Cn LINE TABLE r J Q 11 7 UNE I BEARING LENGTH L1 S89'29'48"E 100.00' L2 S8945'23"E 57.84' L3 N8333'41"E 89.70' L4 S00'30'12"W 23.42' II 0 �w �z oQ J J wr w U Z C31 O O coo NO (nV) cn Cn N to wW O to -Q� IBJ Z J C5 I°• JEWEL FLOWER STREET W �' ' I �; W Q�� z 16 ==' F- o SEE SHEET 11 J J Q I T I N ( �, Cizo -N vv _ - _ z u�� 1 30' 12, / I z cici o ( I M F— - - �o W - - - C-5 1 18' I a oo m � PARK 1❑L I o -- F-- coo V ^ 1 I I I W c000 O O u I �Z t7C-) oidp ++ ~ Ln ++ IX rh I I ,� N c�O v' + / WAN 15 3rnrn L w fa z v~iQ - / 289.63 15 Z da �' �� Q ao� N i� �0 c¢�nN W N - �' _ i�►- I= '- ci I-- X ILO o c� " - 1N _° �- 9+00 c� tncn w �� m W o �% EX. 18" _ DRA s 254 86 --- I � - 4 EX• r - 8 --. -- �- r------ - - - - -- �1���2628�,� P J I II o N II N I tco EX 18" DRAIN p 3 _ I p 16 ow 4Q Z f-: ,�'�Q I- - -+ - - - - » �WER L2 EX. 6" EWE L3 EX' 8 - - ' "� 0 1 oM Q I ¢ ,,, O w �- -- _ R - - - - _ %/��^� o^ � ww �� o ui�2�I Ina ( F- J F- II II Ii CD -I 1 d -Q IpJ OQ Ui = Jw �J 5 6 r7J / _ _ _r - - N 1 ��IJC//1 �Wo 122 IN WE +� Q �� �z I +� W ' - - —F - - M r - +z I oz� Lq �N NI�n F-- N 11 I O �' r'7 Q p J �} F- p U_ W Q X (n p I N w I o o ►= I 00 1 r?�z a I ,n w 21 +c�`V I dX Iz J� (n i U-1 �� I-: 1 �I rn I �_--Z o I 00 ��-i uiw I CO+�zz I �� I cici "'` cn 00Dcoo cn` O o w I o�Z �� I Q +� aX I No 23 � QQ u;Q= I ZI ( �� ( � �_ jW- N,-1 g 19 - Q �� OI ��� Q r0o W NN �$' Q � Q z Q 1 - CD :m - I uj I- � m to ui D ,)OU za 4a t CO J 1 r J Q 11 7 P r, TRACT CD Z CO OD (n �W I I. -Z o zONt 4 �� I Coto 118' �� +c� �r z F= UNIT M +� 1 U) z F= 1 UNIT 4 � N ro �11 Mj �v 130 30' I II F.: IMPERIAL LANE I3 II irN 1 1 I I i1¢o -4IIJ J I o n0 35' 35' UwI`' i �� wo r' 23' 23' z Cl NQ ! �} o� 0 5' I U-•• - 0�o �wV) N to wW O to -Q� IBJ Z J C5 I°• JEWEL FLOWER STREET W �' ' I �; W Q�� z 16 ==' F- o SEE SHEET 11 J J Q I T I N ( �, Cizo -N vv _ - _ z u�� 1 30' 12, / I z cici o ( I M F— - - �o W - - - C-5 1 18' I a oo m � PARK 1❑L I o -- F-- coo V ^ 1 I I I W c000 O O u I �Z t7C-) oidp ++ ~ Ln ++ IX rh I I ,� N c�O v' + / WAN 15 3rnrn L w fa z v~iQ - / 289.63 15 Z da �' �� Q ao� N i� �0 c¢�nN W N - �' _ i�►- I= '- ci I-- X ILO o c� " - 1N _° �- 9+00 c� tncn w �� m W o �% EX. 18" _ DRA s 254 86 --- I � - 4 EX• r - 8 --. -- �- r------ - - - - -- �1���2628�,� P J I II o N II N I tco EX 18" DRAIN p 3 _ I p 16 ow 4Q Z f-: ,�'�Q I- - -+ - - - - » �WER L2 EX. 6" EWE L3 EX' 8 - - ' "� 0 1 oM Q I ¢ ,,, O w �- -- _ R - - - - _ %/��^� o^ � ww �� o ui�2�I Ina ( F- J F- II II Ii CD -I 1 d -Q IpJ OQ Ui = Jw �J 5 6 r7J / _ _ _r - - N 1 ��IJC//1 �Wo 122 IN WE +� Q �� �z I +� W ' - - —F - - M r - +z I oz� Lq �N NI�n F-- N 11 I O �' r'7 Q p J �} F- p U_ W Q X (n p I N w I o o ►= I 00 1 r?�z a I ,n w 21 +c�`V I dX Iz J� (n i U-1 �� I-: 1 �I rn I �_--Z o I 00 ��-i uiw I CO+�zz I �� I cici "'` cn 00Dcoo cn` O o w I o�Z �� I Q +� aX I No 23 � QQ u;Q= I ZI ( �� ( � �_ jW- N,-1 g 19 - Q �� OI ��� Q r0o W NN �$' Q � Q z Q 1 - CD :m - I uj I- � m to ui D ,)OU za 4a t 20+ J I I 11s' CO J 1 r J Q 11 7 U(n TRACT CD Z CO OD (n �W I 72® �� I Coto 118' �� +c� �r z F= UNIT 2 +� 1 U) z F= 1 �� W M� I Q- W d-� �X ++ I � � �v 130 30' I cn I QX W I3 QN I cn�V' co c0 20 - F--Ia- (nN MM I I N� I >- I �� cn QQ a Q I I a'JZ M< I ( 0 w V)V) ,.ij W tb w 1 oa � ++ I ++ as oz W in rnz W ( Q LANDSCAPE 229.62 LF Z 1 W rnz NN W (% ' N I N N ey HX I OR 18" R n (nom cX I QX I R/W RIGHT OF WAY EXISTING j LF OF 18" RGJ-R P ®0.3 % 9\-,, ` N. mc% 20+ J I I 11s' CO J 1 r J Q 11 7 U(n 6-1 CD Z CO OD (n �W I O �� I Coto 118' �� +c� �r z F= +�� ( � z m im_ Nt�l m.I �� +� 1 U) z F= 1 �� W M� I Q- W d-� �X ++ I v`` of 00o z �v 130 30' I cn I QX W U') ��I QN I cn�V' co c0 20 - F--Ia- (nN MM I I N� I �� >- I �� cn QQ I Z W Q �N �� Q ( z C CANDYTUFT WAY a'JZ M< N ( JUNCTION BOX w V)V) O� I Ci m I� 1 oa � ++ I ++ as oz W in w NN W ( Q LANDSCAPE 229.62 LF Z 1 W NN NN W (% ' EXIST N N ey HX I OR 18" R J -RCP 0 (nom - P1 CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL EXIST Q 11W 2 � dz o J ABBREVIATIONS CENTERLINE OF 20' WIDE �v coPUBLIC N UTILITY EASEMENT II PER TR. 6448 -UNIT 5 INVERT �� o M.B. 54, PGS. 106-107 SD CD U.Jui (7)Z UOQ U O 0)0� = Jl >- I I C3C3 1 I Z W Q �N �� Q ( z C a'JZ M< ( JUNCTION BOX 0 :� I O� I Ci m I� 1 oa � ++ I ++ ( v C 55.00' oz W in w NN W ( Q LANDSCAPE 229.62 LF Z 1 GJ -RCP I c� a LOT NN W (% ' EXIST E ey HX I OR 18" R J -RCP 0 (nom - P1 R/W RIGHT OF WAY EXISTING 299.63 LF OF 18" RGJ-R P ®0.3 % 9\-,, ` N. mc% 1 S EXISTING SEWER PER CITY STANDARDS NOTE: .n 1+00 245.24' (� M I � ALL EXISTING SEWER & STORM DRAIN 0 ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ - - - - - w t Q 1 � IN `. ,," a I ( STA. -�✓`� P. �+�i z-�, 1 I I STA. CRL���� _ �' +c� c, Z I I } i I 18J 18 C14- I 40' 30' � X I 1 v,� Exp. 5 , �� o• 3< - - D PALE LILAC LANE 4 G '3 '�� Y . dj IV\\- �aJ, SEE SHEET 14 EXIST NG 47.91 LF OF 18" ABBREVIATIONS CL CENTERUNE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT XISTING 229.62 LF OF 18" GJ -RCP ® 0.22% EXIST E STING 3.e5.56 LF OR 18" R J -RCP 0 0.42% R/W RIGHT OF WAY EXISTING 299.63 LF OF 18" RGJ-R P ®0.3 % 9\-,, ` N. mc% 1 S EXISTING SEWER PER CITY STANDARDS NOTE: 33322 M 6-3 ALL EXISTING SEWER & STORM DRAIN 0 ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ - - - - - ' � Q ���''r�,�, � CIV 1� ��P , , `. ,," 0 -�✓`� P. �+�i z-�, EXISTING SEWER CLEANOUT' �FOF SHEET WHERE SECTION IS SHOWN CRL���� _ �' - No3, \ PER C.O.B. STD. SW -6. ' 9^ rn o Exp. 5 , �� o• 3< - - D EXISTING STORM DRAIN PER CITY STANDARDS 4 G '3 '�� Y . dj IV\\- �aJ, � . E z � p. 6� QD EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" O MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Ota Ly C''� CONSTRUCT CATCH BASIN o 3 `i ..`., ,, f r' Pt 1 S C MANHOLES ARE TO BE ADJUSTED TO z r5. •- -� ._ 4 - D W > N _40- ? 2A 2 ,Z I W La FINISH GRADE UNLESS OTHERWISE NOTED. g Z(n Q Z Z Z -71 711 w �00 JNA -Q-q ' O ` co aD W I , '� O 00 Z g Q� m g z ti 'd- o Z a � i z � x oI�.� Wo �' n �» O -d- J ' I J c w ULO ' W A , PROXIMA, FINISH I > cc HHH � )ADE O-CENTERI IN Oww o W N +G " �� ' < 11--:V)w w z - --- -- -- ' AP FINISHE N c -VI X — - - - - - - - - - - -- -- --- 3 T O.M• ,ROXIMA w z - - - - -- o - - - GRADE ® CENTERLINE Q z M --- -- -- -- -- -- -- 516 T.O. 351 3519 --- - -- ----- Tr .41350 j 0 o3 T 350 - - i - - - - - - - - - - INVERT 8" DRAIN INIL RT 8" EWER - - - - INVERT 18" DRAINJ INVER 8" SE - - - INVERT INVER 6" SEWER N N N INiRERT 8" S WER z o w M N m o w 3z z w w z z: J 3 N z w to C5 Z ( ZN Z W W -j �w ~ 113 - Q uiO 'O �^ �z J -OO Ud0 S z 00 CDQ Z eO = J U W pm J f-1ao J O : = _ Q apco O z to J c�-Li Q m I"N jjjaomot0 Q r7 of Q N00 2-1 Q U M rN U N .M AMM M cc �i�J Ti +O M LLJ 3 dam' M OM OCV � dM•dM' W>i W� L'"I I+� �AOJ w +� cc rnd0 pfd •MM M N W I jWW to W "-j W 3 w M > w> N M + W W ��'` W W W Q W F- N > L k- (n X F- > N -MPJ �W WW f- `TW W Z t jZZ w �Z W Z W V) Z ,11-2 x zz Ln w Nz EXISTI G 210.00 LF OF 8 SEWER 0.35% w ;> ' - E ISTING 1 6" SEWS 0.00 LF @ 1.00 w -,>� z i EASTING 254. 6 LF OF EXISTING 2- OF -T --SE WR -0 XISTI G 57.84 ,LF OF --EXISTINS 89.70 If OF EXI TING 56.6 LF 0 8 SEWER 0 3.37% 10 11 12 13 14 15 16 17 m 19 20 364 362 360 ��T;l 356 354 352 350 348 346 344 342 340 338 0%f,i 334 332 21 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. 1 O CD :n On z r` Qm 2 3 � Y U 0 m X W /E.0 S85'43'30"W RAD. C.L. CONEFLOWER DR.= C.L. PALE LILAC. LANE LEGEND: o 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 FESS/0 cr 35� • TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 9\-,, ` N. mc% S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: to. 33322 SECTION LETTER` 6-3 0 ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ - - - - - ' � Q ���''r�,�, � CIV 1� ��P , , `. ,," 0 -�✓`� P. �+�i z-�, EXISTING SEWER CLEANOUT' �FOF SHEET WHERE SECTION IS SHOWN CRL���� _ �' - No3, \ PER C.O.B. STD. SW -6. ' 9^ rn o Exp. 5 , �� o• 3< - - D EXISTING STORM DRAIN PER CITY STANDARDS 4 G '3 '�� Y . dj IV\\- �aJ, � . E z � p. 6� QD EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" O MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Ota Ly C''� CONSTRUCT CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ..`., ,, f r' Pt 1 S C TYPE "A PER C.O.B. STD. D-14. r5. •- -� ._ 4 - D _40- ? 2A 2 ,Z Y m o Ln z 0 En w cr 0 Q 0 m m N rn o 0 N O I i WHITE ALDER AVENUE SEE SHEET 16 STA. 10+00.00, C.L. CHECKERBLOOM DR.= I STA. 15+60.48, C.L. WHITE ALDER AVE. 00 " 00 30' 30' ( � � I J J I -Q J " SEWER ^ I 0 I W z 6 NQ ' o a'-' 5 o� 14 I 3 1 6jJ I c�— o IX^ z o 10 0' I N oig I N N I 0 J I `ra 5' I UF- cl Q m W oftw- �i I W ZO I co -1 I OJ rn�d �•� OJ I O 1 w Q ' +c� NCD of I 1 I X N Z wLO 1 t= ' I F I �>W Nzl I I ^� 1 +O \ <X �XQX ct ; 00 Z N HH 381+� 39F - EXIST. SEWER DROP M.H. NO. 27 I �`' 'w - STA. 9+95.04, C.L. 5.00LT.= _ STA. 9+95.04, SEWER N. >Mc! n i S8929'48"E s S89'29'48"E _ M 8" SEWER 290.6 g I - - - SECTION LETTER - s \� TYPE "A" PER C.O.B. STD. SW -4. ,1+dQ - - X00 - - _ 0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 00- N ' (L Q PER C.O.B. STD. SW -6. M I W y ,/ .7 � 64 ``o3-�,� c, �� * \? fi + 3 _, � � riJ rk INTERSECTION- - - y Z w woa D O EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CD ZDI N& - - - - - STA. 10+00.00, C.L. CHECKERBLOOM DR.= I STA. 15+60.48, C.L. WHITE ALDER AVE. 00 " 00 PAi I G 290.64 N „ " SEWER ^ I 0 I W z CL o � I w o I c�— o IX^ z o 10 w 4-: ' tea ' 0 J I `ra �a 1�J JI J LL7w � F- �i o o� I W 2 I O Z -� O O 1 NQ 1 OBJ N F- I 0606 of I 0' m� D corn aim �w J W im., I ^� 1 +O ++. --� w cqN +O US -i -FCD ct ; ' HH 381+� 39F - QX F_ X QX W (n(n Nv Q- X - z t�- �, _ N. >Mc! n i S8929'48"E �X I aX I <X cn� 13+00 STA. 10+00.00, C.L. CHECKERBLOOM DR.= I STA. 15+60.48, C.L. WHITE ALDER AVE. 00 " � 0 PAi I G 290.64 LF OF " SEWER ® 1.12EXISTING I 0 I W z CL c� I w o I c�— o IX^ J 10 w 4-: ' tea ' C J I �� J I `ra �a 1�J 0-' 06 MANHOLE I �i o o� I ow ow a �� Q w Q c0 z JB r 18' r* r- F- I F- I �� r` O18 1c6__j - —, 3d' 30' 34 �` �� 35 +z 36 co co Nz 37 ' ^� STORM DRAIN MANHOLE m ct ; Nz 381+� 39F - I R/W RIGHT OF WAY z t�- �, 11ITM N. >Mc! n i F- I cn� �X I aX I <X cn� QX ~Lj Icn WHITE ALDER AVENUE EXISTING SEWER MANHOLE SECTION LETTER cn� c~i>� \� TYPE "A" PER C.O.B. STD. SW -4. SEE SHEET 16 C /1 _ 0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN FOF CAL\ t w N0 3- 364 362 360 358 356 354 352 350 348 346 344 342 340 338 11 Ofw - CENTERLINE OF 20' WIDE 0a VEST. W. . 7202 PUBLIC UTILITY EASEMENT o -i �/ PER TR. 6448 -UNIT 5 U ' N mZ o M.B. 54, PGS. 106-107 U N ' T 2 a' o r-= W� II CANDYIUFT WAY 3 Z `Y'J J o 1 _1 Uiof =Y 2 1 14 Z o Z o PALE LILAC L� 30' 30' I I M o J J Qv) J J F- , ��,y p u7W 13� 10 � grim SEE SHEET 14 5 � Q IoC)u o I 1 0 0 16 I o 15 I90� z �U I o o f I o Iz -^ N Q I c, J 4 6i J Z 6)J I piJ O Q IN w I N� I N� /'j �. �� INFO 000 NQ , NQ NQ ' NQ ' N�ai 0000 I 07 J NQ I 12 pjJ I - - - - NJ I� c4N 30' 40' w I rn �' 'OLO rn U coo rn w of w w ' w I Z cr corn I N w I N� I I � I 1 18' 18' _ Q I Q ( � nn W o' i- 0; pry W `O� w a' w ai w <t w coJ (zyiNJ �U N uj ++ OJN ++ �Q OJ �-Q Q r-� w cOCD OF- Q Q r7Q W M �z ;Z ^}�+a +� +� ( +� +� ( I is "' 00� (�� �J I I 11 !n ± 1 �2 1 N ¢Q Icozz coz , �z r,z , �z ,p-}p(Wy�� t- +U �Z +U +cam I� �N ? i� Z I (n I �-w p X i -F- F- _ QQ F_ H F-- F- > N QQ 1 0p Z I 6i Z , O Z , N Q1Q N ax Qx - - o W cncn I cn F -F- cn I cn cn , cn �O� x F -F- F F F- cov w <M �y >c v�cn x Q X Q X d X I a W tntn 1 cn Q- I C/) I X I W~ r a �O cn� 1-W.�.jj w w H w F -w F- F -W Q x F X Q X Q X 1 'O Ing cn� v�`. I �n� cn �n� PA vac N w c�� I i� 5_7 o EX. 8" SEWS 2 0.00'+ - S89'29'48"E EX. 8" SEWER 29000' 89'29'48"E E 8" SEWER M 00 21 �14+00 1 00 16+00 17+ 0 1 +00 19+00 -to� 20+00 00 tit M 1 0 1 0� CN o^ I O I pi ~ ��M =) / �-a� a I �� J ►-�"' P/L-�� I ��M I w cj t53j �Q ' 03 �� ' a V) Q '''• plW o J I I CD CD' o� '���CD <' 01 ' O 1�I I f 1 IN 3 Z ow �� 0__ ow .r� tST z �� �� �� `t< 'It � 'tea ��t/j' IQ I .#.. 1 �ZI I I 1 � O r Q I �� rim I r Q I 1^A Z I OS°d� Cp Q'FF- rn� rn� rnF- oiJ pjd ,;W pa� 1fl�1II paQ N p,II �cn I `�CD pia OJ I Y�" +U �J og r' � I 1 OfVJ <i -Q I aim I �� I rnQ I�Z �U�I 4< I N 1 N C' .V:zI I Z F- + CD Uo .4-2: I + c� I co 0 , o 6 ad w I Q I I -at �z I wz I z J 1 18 1 18' 1 +�� +U 1 +c� 1 +U 1 o IOD~ N JI r` �� ��� N Ca ' m W I I �z �z 16 17 I =WpW �~ �� I g ,� '0 30' 30' 10 �� 12 +W 14� 15 +� 1 N N� +oo� i 18' 1 18 0W 6 �, 7 �� 8 vw 11 r z 1 13 IBX I �z I - �� 1 nfYc7f �v I -' w I <n� I 1--z O �x Qx QX LI)¢x Qv O Q- t" t- < X I N M X lnG '' 4W1 cn I V)`. V).. cn� d x <y t 3d 40' CUt.) Fes- NK(n w ~w I ��-'� I ~w I� W I N� I Z I F�-Z Owl I W i 0 �� SKY LUPINE LANE�v Nv PALE LILAC LANE Lu Cja U .=0 VEST. TENT. 1R. 7202 U N I T 1 SEE SHEET ,4 z dd F-F- U)cn CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL IV 11 1L » 14 10 16 17 ir.3 19 20 21 364 362 360 358 356 354 352 350 348 346 344 342 340 338 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. BLOCK WALL CL INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15+60.67, C.L. PALE LILAC LANE 6 LEGEND: � 0 EXISTI, G 290.64 LF OF " SEWER ® 1.12EXISTING CL CENTERLINE INV INVERT 290.00 LF OF 8" SEWER 0 0.35% STORM DRAIN MH MANHOLE EXISIFING 290.0 LF OF 8" SEWER ® 0.35. JB JUNCTION BOX E ISTING 2 71.34 LF F 8" SE R ® 0. 8% SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 359.9 T 0'M' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION N. >Mc! n i • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: ` EXISTING SEWER MANHOLE SECTION LETTER a 4 0. 33 \� TYPE "A" PER C.O.B. STD. SW -4. A C /1 _ 0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN FOF CAL\ t w N0 3- N ' (L Q PER C.O.B. STD. SW -6. _ Exp. 6'_ n•+ EXISTING STORM DRAIN PER CITY STANDARDS y ,/ .7 � 64 ``o3-�,� c, �� * \? fi + 3 _, � � riJ xp. 6 12 y - - o D O EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CD ZDI N I i OPL,( r �9l - ry 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS T� ✓ n�.�\�° CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. o c TYPE "A" PER C.O.B. STD. D-14. 0 N 0 V O ■ C5 .t k 5 E - � a�a N I Z = N Z J00 O I 3I S UN N�b 6- 0000 Q I '��-� OOt� �rr�j CO CD V- 0- . Of �M Z D �?, LO +� NW MM < ng vwi 00 Nw c`tiI I V-:`-" AP ROXIMA FINISH x X ~z GR DE 0 C NTERLINE w u)w — cn_ -1JLi Lu Ui APPRUXIMA IL VIN SHLX— - -,-- -- --- -- -- Ln » GRADE CENTS NE w cn? -- -- --- -- ------ -- -- -- ------ ------ -- --- -- --- -- --- 3 TQM. TO1.1M zz -- ------ --- -- -- 1 1 35? -- —M T 0 . � --- -- ------ ---- 2• TQM � I ..M 351 INVERT 8" 3EWER N 4 AIN EL V. 345.0 _ " IN RT 8" SEWER NOTE: ALL EXISTING SEWER & STORM DRAIN 'INVERT 8 EWER MANHOLES ARE TO BE ADJUSTED TO FlNISH (MADE UNLESS OTHERWISE NOTED. IV 11 1L » 14 10 16 17 ir.3 19 20 21 364 362 360 358 356 354 352 350 348 346 344 342 340 338 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. BLOCK WALL CL INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15+60.67, C.L. PALE LILAC LANE 6 LEGEND: � 0 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 359.9 T 0'M' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION N. >Mc! n i • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: ` EXISTING SEWER MANHOLE SECTION LETTER 4 0. 33 \� TYPE "A" PER C.O.B. STD. SW -4. A C /1 _ 0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN FOF CAL\ t w N0 3- ' (L Q PER C.O.B. STD. SW -6. _ Exp. 6'_ n•+ EXISTING STORM DRAIN PER CITY STANDARDS y ,/ .7 � 64 ``o3-�,� c, �� * \? fi + 3 _, � � riJ xp. 6 12 y - - o D O EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CD ZDI MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. i OPL,( r �9l - ry 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS T� ✓ n�.�\�° CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. 0 N 0 V .t k 5 E - � a�a m � 0 z 0 W 0 Of (L Q 0 CD ZDI 01 0 N 0 UNIT 10 UNIT 9 Z J mm WHITE ALDER AVENUE _' 33 n Wm N SEE SHEET 15 m v- J o Qm "' U 1= M - - ¢ J F -: C' I 29 Z Cl Qo W SKY LUPINE LANE cj o o - - 30 30 ti oiM '- I w o Ui- 0 1=�M Ii O O O J F-- J M� -! J 0=W ,S' 1a I � M> 32 31 30 28 27 C) 26 wN J 30' 30' � I Z o Z o PALE LILAC LANE mzQ 13 "wl O m U>W N Q ' N Q Q Ucn I 6) J I O J JJ O J Z Ucn N� —� O I-- w J F- w ' z cn O 25 '- �iJ '- SEE SHEET 14 �J I O O Z W I I I NQ ' NQ NQ N¢ I rn=1 I rnJ 9 Q W 1S' 18' O 8 O 7 O V I O O ��il O 4 I J 3 I ~ ~�M O W �U J I 0000 I I N¢ UU U CA^ �Qf J "0'4 _ J ui tfiw t W O I N� i N� NNI i�� NQ I cy;NJ I OQ I NQ UNI OJ O 1 G7 IIC1W - NCATCH BASIN N0. 14 N Z iri Q W� a iW taco �rSiW ori c�io �,,, Ni MM I ICU I Q N a I of I 2 oi.� I oi.1_ ¢ _ I� ^ I CV � J u-) � w ' - Q F- 0000 a r- �- ,ri w w tr I < N NN CO m JO O JO J Q Q W Q n F �O Q 00 0000 I W I COtO D' I N NCV UW l!-) J O J OlT Ili J Q Q D'STA. 9+82.12 C.L , 16.33LT. _ �. w + c� + c� ++ N oo o J w + Q n i- mm L6 I=moo X� '�� w OJ I r"i_' wcN0000 Q zM <dg v)++ WNORMAL F.L ELEV=349.82 1 o w N �a o-jv)I I Nz Nz NN +� +c� O I rn W so of ¢ w �- y(�,��O V) Z Z + C' -h (.� N + (� ++ O .+. m Mtn s r-> 00 I J O J u J W 0000 O J ^ W F r Z 2QW r T N 1 �t v~i I M_z ¢ I N OMnz ++ O �J N� ^� ^UJ N 17 QwDEPRESSED F.L ELEV=349.65 Z N Q I v> �' i N Z d I z m �" N d z + c� rn 0000 I + �, + c� + I�'� c�ic� �in F�-2 U Q�a Qx I ¢x I QQt to +ca m J -- -- X tnG t Ow F" W w X F- X X F -F-- Q- d I cn QQ I Cl H I I z W I rLu NZm co— N� W -- � W W v)��- W H X Q X QQ Q F w t -h- ;"� NtY V7 t=- I - Z I rn Z_ O Z � + 1'a- Q C)Ci !� W - - - - - - - I cn cn cn v1� p/L w - t 1 �x Z t- �N W tntn o Q� I cn i I t~n ~ ' �� I cV� I N i'"� W t~i> moi Z 1 v' NN 1 cn� m N t~il? o \ ~ X cn� �v i w w cnv> i r W I c~i�� Nv �v w v> 1 mz chi coo p N _ I .. z �� PA w i--" I Q x X r)- d x d- I y I I O X V) o � tc � rn -- -- —��-- __I w 0000 14 __ __ -- -- EXIST. SEWER MANHOLE N0. 46 I - i - - - - STA. 9+95.04, C.L. 5.00LT.= L S 589'29'48"E M EX 8" SEWER S 296.64' S89' 9'48"E EX. 8" SEWER O I Z N� STA. 9+95.04, 5.00LT. - - -1 j _ S� S 29.64' ' 89'29'48 E EX. 8" SEWER ad 0 12+ 0 13 00 - - - _ _ 296.64' S89.29'48"E MrT " I v'v' Z I DRAIN 'tom �i 14 00 15+ 0 16 00 + -- - _ _ I _ S _ EX. 8 SEWERS 252.07' I� CL INTERSECTION - _ - —� ' �— 17+00 18+00 19 00 20 I - - ---+ - I v -' U `� STA. 10+00.00, C.L. BEACH ASTER DR.= V) i STA. 12+80.47, C.L. WHITE ALDER AVE. - - - - 1 x o :)/L o [ 15 w- W o-0� Q Q CD LQ �~~,�,vv� CN � w co ni p OW' wl �Of �¢I �t< I �+, Ot;,� j O, O M> o r- p r-- o o' WC���F O J IIw CJI OJI QI O~ O~ �-' O < I U >W O d- O of J' -i @ -- ---I 18, , ,$' 1 Qu N �W� 17Oz, 18 ±zl 19 Nz, 20 +� 21 X22 w $�1 ZI I d• W �1-<-� NZI MZI� , 23 �,5 CA J O 16 30' 30' _ +mow F- < w I QXI QXI I �� 15 a l 18' I 18' c" cD � U o CO -'vNi " I cn. ~ w �- v~i �n "p 30' 30 N �� V)�I WHITE ALDER AVENUE Q ^�Lu � I ;� �v SEE SHEET 15 N zo SCOTCH BROOM WAY UNIT 1® UNE TABLE UNE BEARING LENGTH SIZE TYPE L1 S89'46'59"E 23.48' 18" DRAIN L2 S88'51'32"E 32.17' 18" DRAIN BEACH ASTER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL F= �o W NO (Oo z ¢d 0 u))(0 P c I o I o I p CD I o O m¢I o 0 _ 1 � a 1 afJ O 1 �� �Q D- o+CD NZ' �tQ I �J Q Ow 10 Fw- �� 11 QX _ Qd Ow 12 W �� �J ai¢ < 13 +c� to I Q}'W_Nc I N I c0 z mv) I c+o z I z Q N x v) -j-' I N Q - co F -w cn t¢ -w cn� z Cit i �x Qx O rio cn- c i� BEACH ASTER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL F= �o W NO (Oo z ¢d 0 u))(0 P c I o I o I p I I O _ � I 14 O 15 � a 1 +o MJ I +o 00 I �z I aoZ o+CD cn co F � t¢ -X Li ¢X QX U) V)� cn� UNIT 9 6 oQ 17 1 18 19 I rn z S I N F- 1 � w I Z I W x w 1 N N 1STREET RIGHT-OF-WAY DEDICATION TO 118 8' THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS 40' AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. PALE LILAC LANE TRACT N0. 5444 SEE SHEET 14 M. BK.39, PC. 98 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT 364 C1UJ nlv� 2,3.46 U Ur EXISTP G 32.17 _F OF 362 18" RGJ-RCP 0, 0.19% 0 360AL1 EXISTING SEWER & STORM DRAIN W N� 3 ��MANHOLES ARE TO BE ADJUSTED TO 5, 358 Z wmM W z 3sa;M r 1 FINISH GRADE UNLESS OTHERWISE NOTED. vZ_) °�if Mw Z �iMuj j m M>w �•- Na J II a 356JFJ "'w "� m U Ww } S O'd'L`* U O w�otJ MLu 554-1 Ld U)+J J ¢N o �PPROXIM TE FINIS��� ¢; ¢``' d �ADE ® ENTERLIN552 n?zo Nz z U zo APPRO IMATE R ISHE ' -- - i - ----- ------ ------ -- --- -- --- - --- -- --- -- --- -- - - -- --- ---- 35 53.5 T •' 350 -- s - --- -- --- -- --- -- --- -- --- - --- -- -- TO'k $48 546 VERT 8i 144 IN RT 8" SEWER _ i VERT 8' SEWER w.2 " M M M N M � WZ w 1 Z 1 Z M 140 1O a O a J w W 3 Q dM Q Z U O s O a Z .38 m" a�� Z W O M LC m ONpp < UM of � W Od- Od-� .36 Nt_�t LO NN w+ � W Z 57< FQ-- AJ v) Q `-W NWii N N 34 WN W WIZ 57< V) -Z 32 10 11 12 13 14 15 16 17 ,A 364 364 EXISTING 24.84 LF OF 362362 360 r co360 C5 cot o too) LEGEND: 358 Z °'M Z m z ,.�� I z ,*4 358 ABBREVIATIONS a � a cI Q J u J CL CENTERUNE m cir?�ww m c� ww INV INVERT 356 356 SD STORM DRAIN U C);-,), Ww NI ww MH MANHOLE Q o' I-�m < ¢ co Jm " + wvw) " + c' N CB CATCH BASIN 354 Q - �w W$ Q ^ ¢w 354 JB JUNCTION BOX N'ow mI N mow SMH SEWER MANHOLE 352 `" zm z `�' zm 352 SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 �� 350 ELEV ELEVATION R/W RIGHT OF WAY 348 348 35 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 346 S EXISTING SEWER PER CITY STANDARDS 344 344 G EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 342 342 (D EXISTING SEWER CLEANOUT NV. ELE342.70 PER C.O.B. STD. SW -6. V 340 3440 - - o EXISTING STORM DRAIN PER CITY STANDARDS TORM DRAIN SECTION A O MAINHO E STINGTYPE "A" PER C.O.B. STD. SW -4 SCALE: 1" = 50' `H�ORRI . 9 CONSTRUCT CATCH BASIN T. TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER IL -- -- -A SHEET WHERE SECTION IS SHOWN 2 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 66 ��3-is lA1.1 LT 7 oNL( FIC 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 22332 No. Exp. 8 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 +00 21+00 v3- ¢ 17] C3 M Q 10U? 1 Y � � I m 6 oQ 17 1 18 19 I rn z S I N F- 1 � w I Z I W x w 1 N N 1STREET RIGHT-OF-WAY DEDICATION TO 118 8' THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS 40' AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. PALE LILAC LANE TRACT N0. 5444 SEE SHEET 14 M. BK.39, PC. 98 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT 364 C1UJ nlv� 2,3.46 U Ur EXISTP G 32.17 _F OF 362 18" RGJ-RCP 0, 0.19% 0 360AL1 EXISTING SEWER & STORM DRAIN W N� 3 ��MANHOLES ARE TO BE ADJUSTED TO 5, 358 Z wmM W z 3sa;M r 1 FINISH GRADE UNLESS OTHERWISE NOTED. vZ_) °�if Mw Z �iMuj j m M>w �•- Na J II a 356JFJ "'w "� m U Ww } S O'd'L`* U O w�otJ MLu 554-1 Ld U)+J J ¢N o �PPROXIM TE FINIS��� ¢; ¢``' d �ADE ® ENTERLIN552 n?zo Nz z U zo APPRO IMATE R ISHE ' -- - i - ----- ------ ------ -- --- -- --- - --- -- --- -- --- -- - - -- --- ---- 35 53.5 T •' 350 -- s - --- -- --- -- --- -- --- -- --- - --- -- -- TO'k $48 546 VERT 8i 144 IN RT 8" SEWER _ i VERT 8' SEWER w.2 " M M M N M � WZ w 1 Z 1 Z M 140 1O a O a J w W 3 Q dM Q Z U O s O a Z .38 m" a�� Z W O M LC m ONpp < UM of � W Od- Od-� .36 Nt_�t LO NN w+ � W Z 57< FQ-- AJ v) Q `-W NWii N N 34 WN W WIZ 57< V) -Z 32 10 11 12 13 14 15 16 17 ,A 364 364 EXISTING 24.84 LF OF 362362 360 r co360 C5 cot o too) LEGEND: 358 Z °'M Z m z ,.�� I z ,*4 358 ABBREVIATIONS a � a cI Q J u J CL CENTERUNE m cir?�ww m c� ww INV INVERT 356 356 SD STORM DRAIN U C);-,), Ww NI ww MH MANHOLE Q o' I-�m < ¢ co Jm " + wvw) " + c' N CB CATCH BASIN 354 Q - �w W$ Q ^ ¢w 354 JB JUNCTION BOX N'ow mI N mow SMH SEWER MANHOLE 352 `" zm z `�' zm 352 SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 �� 350 ELEV ELEVATION R/W RIGHT OF WAY 348 348 35 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 346 S EXISTING SEWER PER CITY STANDARDS 344 344 G EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 342 342 (D EXISTING SEWER CLEANOUT NV. ELE342.70 PER C.O.B. STD. SW -6. V 340 3440 - - o EXISTING STORM DRAIN PER CITY STANDARDS TORM DRAIN SECTION A O MAINHO E STINGTYPE "A" PER C.O.B. STD. SW -4 SCALE: 1" = 50' `H�ORRI . 9 CONSTRUCT CATCH BASIN T. TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER IL -- -- -A SHEET WHERE SECTION IS SHOWN 2 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 66 ��3-is lA1.1 LT 7 oNL( FIC 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 22332 No. Exp. 8 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 W x w 1 N N 1STREET RIGHT-OF-WAY DEDICATION TO 118 8' THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS 40' AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. PALE LILAC LANE TRACT N0. 5444 SEE SHEET 14 M. BK.39, PC. 98 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT 364 C1UJ nlv� 2,3.46 U Ur EXISTP G 32.17 _F OF 362 18" RGJ-RCP 0, 0.19% 0 360AL1 EXISTING SEWER & STORM DRAIN W N� 3 ��MANHOLES ARE TO BE ADJUSTED TO 5, 358 Z wmM W z 3sa;M r 1 FINISH GRADE UNLESS OTHERWISE NOTED. vZ_) °�if Mw Z �iMuj j m M>w �•- Na J II a 356JFJ "'w "� m U Ww } S O'd'L`* U O w�otJ MLu 554-1 Ld U)+J J ¢N o �PPROXIM TE FINIS��� ¢; ¢``' d �ADE ® ENTERLIN552 n?zo Nz z U zo APPRO IMATE R ISHE ' -- - i - ----- ------ ------ -- --- -- --- - --- -- --- -- --- -- - - -- --- ---- 35 53.5 T •' 350 -- s - --- -- --- -- --- -- --- -- --- - --- -- -- TO'k $48 546 VERT 8i 144 IN RT 8" SEWER _ i VERT 8' SEWER w.2 " M M M N M � WZ w 1 Z 1 Z M 140 1O a O a J w W 3 Q dM Q Z U O s O a Z .38 m" a�� Z W O M LC m ONpp < UM of � W Od- Od-� .36 Nt_�t LO NN w+ � W Z 57< FQ-- AJ v) Q `-W NWii N N 34 WN W WIZ 57< V) -Z 32 10 11 12 13 14 15 16 17 ,A 364 364 EXISTING 24.84 LF OF 362362 360 r co360 C5 cot o too) LEGEND: 358 Z °'M Z m z ,.�� I z ,*4 358 ABBREVIATIONS a � a cI Q J u J CL CENTERUNE m cir?�ww m c� ww INV INVERT 356 356 SD STORM DRAIN U C);-,), Ww NI ww MH MANHOLE Q o' I-�m < ¢ co Jm " + wvw) " + c' N CB CATCH BASIN 354 Q - �w W$ Q ^ ¢w 354 JB JUNCTION BOX N'ow mI N mow SMH SEWER MANHOLE 352 `" zm z `�' zm 352 SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 �� 350 ELEV ELEVATION R/W RIGHT OF WAY 348 348 35 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 346 S EXISTING SEWER PER CITY STANDARDS 344 344 G EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 342 342 (D EXISTING SEWER CLEANOUT NV. ELE342.70 PER C.O.B. STD. SW -6. V 340 3440 - - o EXISTING STORM DRAIN PER CITY STANDARDS TORM DRAIN SECTION A O MAINHO E STINGTYPE "A" PER C.O.B. STD. SW -4 SCALE: 1" = 50' `H�ORRI . 9 CONSTRUCT CATCH BASIN T. TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER IL -- -- -A SHEET WHERE SECTION IS SHOWN 2 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 66 ��3-is lA1.1 LT 7 oNL( FIC 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 22332 No. Exp. 8 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 364 364 EXISTING 24.84 LF OF 362362 360 r co360 C5 cot o too) LEGEND: 358 Z °'M Z m z ,.�� I z ,*4 358 ABBREVIATIONS a � a cI Q J u J CL CENTERUNE m cir?�ww m c� ww INV INVERT 356 356 SD STORM DRAIN U C);-,), Ww NI ww MH MANHOLE Q o' I-�m < ¢ co Jm " + wvw) " + c' N CB CATCH BASIN 354 Q - �w W$ Q ^ ¢w 354 JB JUNCTION BOX N'ow mI N mow SMH SEWER MANHOLE 352 `" zm z `�' zm 352 SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING 350 �� 350 ELEV ELEVATION R/W RIGHT OF WAY 348 348 35 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 346 346 S EXISTING SEWER PER CITY STANDARDS 344 344 G EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 342 342 (D EXISTING SEWER CLEANOUT NV. ELE342.70 PER C.O.B. STD. SW -6. V 340 3440 - - o EXISTING STORM DRAIN PER CITY STANDARDS TORM DRAIN SECTION A O MAINHO E STINGTYPE "A" PER C.O.B. STD. SW -4 SCALE: 1" = 50' `H�ORRI . 9 CONSTRUCT CATCH BASIN T. TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER IL -- -- -A SHEET WHERE SECTION IS SHOWN 2 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 66 ��3-is lA1.1 LT 7 oNL( FIC 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 22332 No. Exp. 8 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 SECTION DESIGNATION: SECTION LETTER IL -- -- -A SHEET WHERE SECTION IS SHOWN 2 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 66 ��3-is lA1.1 LT 7 oNL( FIC 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 22332 No. Exp. 8 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 rn O M H CF) Q 0af � Z LO I Q J -j QLd d W U � J W W o0 N W W Y Q m 0 in 0 U) z 0 U) w J O 0' CL Q fy O w m O N 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 N 0 04 ti U r _ GCS zLLJ Q Z > OD4> OItaa: z a�W F- 0 co �I V � Q O Zo_ �zLuW m O U -� Q o C� Z 0 ca m o o a' co W W w I 0 co W W w I 0 M SCOTCH BROOM WAY z g� 18' 18' I 25 o o dl m m rlr- o o.= , w I N Q N ¢ ¢ c)<n I , N.. Ng �T I 30' 30' C4 -j 7�/f ai =, o IO STA. 9+68.79 C.L. YELLOW LUPINE DR.= o I w CVCV `ted "� 7 w 6 w 1 5 I a' i^ w 3 2 ria N Q N¢ Iz STA. 10+50.66, C.L WHITE ALDER AVE. oo N �c�i J rn Q N J � < c ' ' NN rn,- I ^ wv I I I n� 1 � ¢ �< ^^ Q �w 1�w I� 1 O I 00 W Q+ oc + 0 +� I I n � (0 w 00 O J r MPJ I W I �jU J ^ J tY H H pZ �Z + +U I +(� W ++I +U (n -� �Z NZ N MZ WW n ' X W t~/>N Z �H I QX �~ ; �~ I �� I N� -- -� `�>W O OW +U +c� `W cn cn ~ I vi I "< O C :> ^ D n z � z N w v~i� R ¢ X I ¢ w I X iQrQ i ¢ w �W of W ~ � I� \ (n �... W cn — - I F__ W N I I ! 1"' Z � O ¢ N - Lv - - L W Nln Nv z: N�tZ' (/j h- L,Xj I¢- X !ln - -- I-- _�-- U) - (nom W 11 S89'29'48"E+0 _. 8" SEWER _ _ 30b�.00' _ _ '2 8"E 14+00 \ 12 00 A5_0 -I o� pkv- N C3 O ^ C, , CD TO / N_d _w¢� Q o� � J J mJ4Qf 13�I _�-J wQ� " +Ia 16 17 18+� ++ z �'~QrWr �I j5 in Qx I �_ �l� ¢X QX L N O ��I v) rQ- N W v~i- w x Q - Q X cn � i �� I �� I AE UNIT 11 358 356 354 352 350 348 346 344 342 340 338 336 334 15+00 Z 3 I ' a ¢� Il o CD NZ 00 � o� 6" IIQ J r j oT1T p i^ O o I w zQ o3 0^ I op^ r �w �n c"j �w w STORM DRAIN MANHOLE EXIST Lu 9 WHITE ALDER AVENUE Z I o o¢ af Jm U I '� 11 coIl SEE SHEET 15 p I o 0o z I 21 m dz I EU - - - = 18' _ 30' --I = Q ^L+mI Jw c v) 8 CJ i.i J -J F' p t o CD I o J I J 0 o I Z w Ld o 4 O O oil O N85'43'42"E RAD. , i -N c pN z w I M Q (:,i a l 0" Q I ai , = of =, z J w O) J N¢ M SCOTCH BROOM WAY z g� 18' 18' I 25 o o dl m m rlr- o o.= , w I N Q N ¢ ¢ c)<n I , N.. Ng �T I 30' 30' C4 -j 7�/f ai =, o IO STA. 9+68.79 C.L. YELLOW LUPINE DR.= o I w CVCV `ted "� 7 w 6 w 1 5 I a' i^ w 3 2 ria N Q N¢ Iz STA. 10+50.66, C.L WHITE ALDER AVE. oo N �c�i J rn Q N J � < c ' ' NN rn,- I ^ wv I I I n� 1 � ¢ �< ^^ Q �w 1�w I� 1 O I 00 W Q+ oc + 0 +� I I n � (0 w 00 O J r MPJ I W I �jU J ^ J tY H H pZ �Z + +U I +(� W ++I +U (n -� �Z NZ N MZ WW n ' X W t~/>N Z �H I QX �~ ; �~ I �� I N� -- -� `�>W O OW +U +c� `W cn cn ~ I vi I "< O C :> ^ D n z � z N w v~i� R ¢ X I ¢ w I X iQrQ i ¢ w �W of W ~ � I� \ (n �... W cn — - I F__ W N I I ! 1"' Z � O ¢ N - Lv - - L W Nln Nv z: N�tZ' (/j h- L,Xj I¢- X !ln - -- I-- _�-- U) - (nom W 11 S89'29'48"E+0 _. 8" SEWER _ _ 30b�.00' _ _ '2 8"E 14+00 \ 12 00 A5_0 -I o� pkv- N C3 O ^ C, , CD TO / N_d _w¢� Q o� � J J mJ4Qf 13�I _�-J wQ� " +Ia 16 17 18+� ++ z �'~QrWr �I j5 in Qx I �_ �l� ¢X QX L N O ��I v) rQ- N W v~i- w x Q - Q X cn � i �� I �� I AE UNIT 11 358 356 354 352 350 348 346 344 342 340 338 336 334 15+00 UNIT 12 M� � II O Z J O _j I��yM,� O -Iw O I p (yr C I O p � J o� f-- 3 0 0 ( o I o U(n NcQ 2 i �� i^� N�I r" Lu I NQ , �¢ Q Utnl �Q �g I CV CV cqcq �� o¢ �V� 4 rnQ' 5 �iw- I 6 �w I 7�w ^ rnW 8 ch , N J 11� I Q I Q (� O O++ 7U p:El Oma �-1 mJ SFJ I\-� 3 + + co Z +0 'F yy,,�� - + CJ + C� U' °O w ++ �v~i 1 �� I'>w \�, na 00Z cooz rn� rnz co O N I v~i I ~ I O O I Q�'w -L F X--�li-W QXI ¢X I Qx I QN N Q¢ N W Lf) V) cnt N w - to - -v~i� _ _ c~i��_ _ c~n� I v~iwX W V)�I s S89'29'48"E 7+ EXS 6'' - - _ EX. 8" SEWER ] _� _ _ 300.00_ _ S89'29'48"E 19+00 Z 3 I ' CUN OLtC p'1 I o CD NZ 00 � o� 6" IIQ J r j oT1T p i^ O o I D oo I o3 0^ I op^ r �w 1 SCO �� w STORM DRAIN MANHOLE EXIST Lu ZO w I 20NJ af Jm �� NQ _Li NQ p I o I 'd � tag _ 0O I 21 m dz I EU z I z F_ I + c� IQ N ^ �,� N� -Va �g zQ I ¢X L'i I i -N QX QX pp��jNILr) w v) W J-1 W �o n- in fn cr)Li� � w cj U +gpl N o c 12 NU 0 00 >^- _a-) 12 OATE FIN SHED Z M W N F'R00 o m o o u)p cd_ V)+to a + EXISTING POWER POLE TO ? ad BE REMOVED BY OTHERS. V)V) z 35151��—V --- -- --- — — -- --- -- --- 352 --- -- --- -- --- N Cn --- -- ------ UNIT 12 M� � II O Z J O _j I��yM,� O -Iw O I p (yr C I O p � J o� f-- 3 0 0 ( o I o U(n NcQ 2 i �� i^� N�I r" Lu I NQ , �¢ Q Utnl �Q �g I CV CV cqcq �� o¢ �V� 4 rnQ' 5 �iw- I 6 �w I 7�w ^ rnW 8 ch , N J 11� I Q I Q (� O O++ 7U p:El Oma �-1 mJ SFJ I\-� 3 + + co Z +0 'F yy,,�� - + CJ + C� U' °O w ++ �v~i 1 �� I'>w \�, na 00Z cooz rn� rnz co O N I v~i I ~ I O O I Q�'w -L F X--�li-W QXI ¢X I Qx I QN N Q¢ N W Lf) V) cnt N w - to - -v~i� _ _ c~i��_ _ c~n� I v~iwX W V)�I s S89'29'48"E 7+ EXS 6'' - - _ EX. 8" SEWER ] _� _ _ 300.00_ _ S89'29'48"E 19+00 YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Z 3 I ' CUN OLtC p'1 I i NZ 00 � o� 6" 0 J r j oT1T p i^ O o I D oo , � oo^ iL 1 1 20+00 21+ 0 O SCO 0 SDMH STORM DRAIN MANHOLE EXIST Lu ELEV ELEVATION I + 22�— 35�• af �J NQ i _Li NQ p I o I 'd � tag , 20 I 19 �� 18 J J0 � ^z cfl; z + c� I + c� IQ N ^ �,� N� -Va �g zQ I �J 0 Q X , CAt� 1 � w pp��jNILr) w I W I W �o n- in fn cr)Li� � w N +gpl N o c YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9�0 rig N -.4z Z F PALE LILAC LANE 10 Cl SEE SHEET 14 ,. O W 29 n� ~ O I o w to = Z 3 I ' CUN OLtC p'1 I i NZ 00 � o� 6" I J r j O I J OW NN �QI N� J NNr4tI p p CB iL 1 1 20+00 21+ 0 O SCO 0 SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION I � 35�• af < I i p I o I 'd � tag 17 11 a 16 ^ � � LA 14 J0 � ^z 'IW �zl MANHOLE TYPE "A" PER C.O.B. STD. SW -4 I �z- +z ~ C) 13 �,� N� -Va �g zQ I �J 0 Q X , CAt� aJ I pp��jNILr) w - �...� cnwi �� �o n- o (nom 1a,1 cl CaCC �� � W Q +gpl N o UNIT 12 NU d J� I 9�0 rig N -.4z Z F PALE LILAC LANE 10 Cl SEE SHEET 14 ,. O W 29 n� ~ O I o w to = Z 3 I ' CUN OLtC p'1 I i NZ 00 � o� 6" INV WJ ^^ e� r7� NCV I 6i '- f 1 p cp J OW NN �QI N� J NNr4tI I Z CD I CB Lr N NN FOTO' Z- <nv z tn(n y 1 1 LEGEND: N NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED.0. i ;EWER INV I / STORM DRAIN 6 3' MANHOLE CB CATCH BASIN UB 20+00 21+ 0 SEWER MANHOLE SCO 0 SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION I � 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S I 19 EXISTING SEWER MANHOLE p I o I 'd � tag I 11 a � � LA I 'f g 44 n' ��gr EXISTING STORM DRAIN PER CITY STANDARDS ' 'm EXISTING STORM DRAIN I J MANHOLE TYPE "A" PER C.O.B. STD. SW -4 t� DW C4 CONSTRUCT CATCH BASIN ~ C) 13 �,� N� -Va �g zQ I �J 0 I +z I NN , CAt� aJ I pp��jNILr) w c �...� INO 1 {�'aizc-oFwl W�1 �� �o n- o (nom 1a,1 cl CaCC �� � W Q +gpl N o N NU d J� I HZ" >^- _a-) 12 OATE FIN SHED Z M N F'R00 o m o o O cd_ V)+to a F Nrn EXISTING POWER POLE TO ? ad BE REMOVED BY OTHERS. V)V) LEGEND: N NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED.0. CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN UB 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 19 EXISTING SEWER MANHOLE a D 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 QD EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 Q. CONSTRUCT CATCH BASIN ~ TYPE "A" PER C.O.B. STD. D-14. U, J .� O O�Q� Z c �...� U, CL o Z W W V)z V >^- _a-) APPROX OATE FIN SHED Z M N m o o O - a 350• M 35151��—V --- -- --- — — -- --- -- --- 352 --- -- --- -- --- -- --- -- ------ --- — -- �Q I �af , Za_ �cl- .Q I �Of o o� J Q co `l' >m IN RT 6" SEWER I 00 CO UNN w => o 0 � � N " I VERT 8" SEWER 3w N 3 � 3 3 _j Un INVERT " SEWER 1 j. CJN C �ooco U� jt> N NMM +WW �JJ z I- ZO �-� W -w -i WU co 'O 00 Z _ > O� z N J eco CJO to 00 r ri NJ LL NMI+M NMK) > �JC-3 ww <» z '� ^,* c_j - 2 dw `-� cqui C. NM > �ZZ i WW R N < I �> EXISTNG 169.3 LF OF " SEWER 0 1.00% 10 EXISTING 300.00 LF F 8" SE R ®0. 5% XISTING 00.00 L OF 8 EWER � 11 12 13 14 15 .35% EXIS flNG 30000 LF 0 8" SE ®0.3 )n INSTA 16 17 18 19 91 LEGEND: N ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN UB 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 19 EXISTING SEWER MANHOLE a D 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 QD EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 Q. CONSTRUCT CATCH BASIN ~ TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNA11ON• SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 358 Ij. 356 354 352 350 348 346 344 342 340 338 336 40.00 LF OF 34 1.00% A. 16 �� 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. (i INTERSECTION/E.C. N83°53'11"W RAD. STA. 21+91.63, C.L. YELLOW LUPINE DR.= STA. 10+49.86, C.L. PALE LILAC LANE 3 Y O J m CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. x "I " rn O V) M H Cy) j Q d U c 00 Z Lo I Q J J Q W U (30 C) W(0 �- N W Y a m I o co r 0 l� rl N N m J > CU U � 4 �o I— w Q cz W - a 1» co _> J Fr © •� a D cN (0 z I W GC$ V D Z Q. ~ Ix O D U, J .� O O�Q� Z c �...� U, CL o Z W W V)z V } _a-) Z M N m o o O - a �o J w� Q w �Q �af Za_ �cl- .Q �Of o o� J >m w => o 0 � � N Co o� I o co r 0 l� rl N N ti CU U � 4 I— w Q cz W - a 1» co _> J Fr © •� a D cN (0 z I W GC$ V D Z Q. ~ Ix O D V J .� O O�Q� Z c �...� w 0 o Z W W V } _a-) Z M N m o o a I o co r 0 l� rl 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 C'4W o cjL0 OM N p EXIS, ujM II Com 3 C3 Cf Z vWw UNIT 7 00 O U- ^J N J� q CATCH BASIN N0.7 + J(n + cn 28 QN Z BOTTLEBRUSH DRIVE U N I w s SMH STA. ~ �►� M CONEFLOWER DRIVE 0-0T = p SEE SHEET 6 �Q+ Z NORMAL F.L.2ELEVL34896LT. J II coSEE SHEET 7 = "' •- I M u- Jm oNI x DEPRESSED F.L. ELEV. 348.79 dg' :pai -103 -j' I M N� 11 6 ^ _z Q F--- C --D, F-- I O Q I�Q1� J in04 Iv J I J 11 �;; 18' 18' U o C) 24 M +I 01- cc% �U OJ J I X21 m C W 0 z >w 30' 30' N I � rn �Q � 23 ��g 22 0¢ 1 � 20 � o J GJ -RCP 0.15% W - � ' T 7 �w w �'Q � �, � Q �-Q �Q 1 - - Q cli _m Q N + coJ I In.�.a �Q �W Oiw w �LJO , N � Q F- O +(7 Z O+C5 F m MJ I �--� c0J OO cn C-)I r OD � o cn x r0 U) �- Z 1 �N I�pO C.7 ±tz-I + CD N N� I Nz 1 2 rnQw Q g w4 x a, QO '�' x d x F- I� W cn r7z cn � F x 5% U Q 4' W F -Ow cnZO N 01) 00 X W cn� W cn` F W tntC(n Q X '-vl Q X (n U)" c~¢n� �w FINISH 1 z'w rn -- -- - -- L - _ -- - — - - - - 12+00 UNIT BOUNDARY ' - - - STA. 13+10.01, C.L. +00of 13 1 w w N00'55'21"E 5100.00 NOO'55'21"E$ EX. 8" SEWER 107.36 z 0 Z EX. 6" SEWER � N 11� Zp I t0 z u cn r �w W I _ 11 z Ln II -�-- 1 �� W Z 00 O 1 I OW i a � Ow c) O I O O Q CD O °° m iw� D f O W p0 �N O) J NVQ O) J NVQ I ODg N ( O w 1 LOW ' O `-u I I Q �� � I� I N Q Z �� w NQ NQ NQ �w 14 �i 1 J UU 'J �-�� V �; = UU LIQ �W w �QOF- - U �I I U nn cD +�15 (OJ 1 O 16 1n.� J I � cD J �-�- �� 18 J �p J Q � r,J 19 O O� pc N w WiM � Ozn _+� I �N _+ I �O� wn + Z ``' 3 NZ ; NZ -� �� i z: W C8.0ZI to LON 00 .co ~w I <w I Fes- to to �'� vwi ;t+ Q x Qx Q� c~n O Io z n .. = 57< N QQ 2^ CONEFLOWER DRIVE X 1 CATCH Z NN SEE SHEET 7 �� w NN w NN BASIN N0. 8 .-IIJ �Wu- MJQ M STA. 13+43.24, C.L. co O> U+ c%j I.a. W U ' 0 I .ORT. NORMAL F.L. ELEV. 34949.006 DEPRESSED F.L. ELEV. 348.89 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 C'4W o cjL0 OM o,Ql p EXIS, ujM II Com 3 C3 Cf Z vWw UNIT 7 00 O U- ^J N J� �r + J(n + cn 28 QN Z o BOTTLEBRUSH DRIVE UVJ of SMH 2 0 ~ �►� �� = p SEE SHEET 6 24z; 25 Z J J NN F-- CD 1- m L6 I M u- Jm oNI x �Q dg' I ��w.. tm w v I EXISTING SEWER PER CITY STANDARDS . I dQ 1 �' ci � o 3 I � tO M +I rn W �� cc% �U cr; l �Q m C W I 00 Z I I`� Q O N EXISTING STORM DRAIN PER CITY STANDARDS 342 I >D< �N SEE SHEET 6 GJ -RCP 0.15% Z - � ' T 7 8" SE I~� OpJf..O + N NcP Z X Q '"p0 ��� -EXISTING 18" RGJ- w cn I �X Lu I FUlLd- F I QX I ¢�X i I m 'EXISTING 423 2 LF OF x 221 iw W TUU 55 4+ E 00 "'11 EX_ 18" DRAIN p 226.74' - _+ - _ - Ln N00'55'21"E 0O o EX. 8" SEWER 5 197.36' R z 3 v N O D `O29 NN C'4W o cjL0 OM o,Ql p EXIS, ujM II Com 3 J 11W Cf Z vWw � w 0OW-j--- �ci � o O U- ^J N J� �r + J(n + cn 28 QN C. V) JB UVJ of SMH c iz13- o -;� 26 o UNIT 4 CONEFLOWER DRIVE Z 11 SEE SHEET 7 � 8 F z o ° °> 5' I = �o I w Co z --i BOTTLEBRUSH DRIVE �o z o J I I I p 'n w, O SEE SHEET 6 I Q Ucn o I O I. o I z w o o I I 0 1 5' I 3N 16(30'18' g o I o o J I ��� "7,: � Q I � =� o•-. a ci on o I o I o I o I o x -A oof = 30' I r-� Na I NQ I 1 2 NQ I� rnJ rnJ rnJ rn , o z Ucn I 18 wm �� �W 151 w14 I 13 �;� , �W ��; N�11 10 "� I NQ g 1 8 N<[ I 7 NQLa N ++ Q w i- I �� �Sw rSw I �w 0 00 30 30 �''� rnrn I ¢ I °p< �a w �r- 00 a COF I 00 5 �J 1 cow + CDIN ++ I -¢ co 0o I �w o0 1 wo �-J COJ �J •Q Op JW I �m 6 • O �(D ^ N _N _N I I OJ .Q� In W) ( i I I w V) V) �� I ±'= I ±I -z I `�Ivy i QQ Nz I �z I �z I +(' I +tea' rnn 1 �� I w o <x Qx I av_' I v' Iw v~ic~i� �c'-n I �� ( �N I ��v~i \ Q I I Z C5 C3 trio I w - �x ax Q- I cn I ¢¢ \ r o coN 1 �� �� �` I R �� I �� I �� I �v 1 w I W Q xW �� o I ono _ ---- 17 X\ - --- _1�L- ---L-- ---1--- ��--L-- Nv '� �r I wccoom 5 rd 1�� 1 _ _ �' ,N�-O I I cn cn i INTERSECTION w �'' - - - - - - - - - - - /10 w I�— -� - - ------------ STA. 10+00.00, C.L. JEWEL FLOWER ST.= N00'55'21 "E 8" SEWER 282.42' - - _ - - - STA. 15+60.03, C.L.CONEFLOWER DRIVE _ _ _ _ - N00'55'21"E EX. 8" SEDER 282.41' �S - `u rT NTERSECTION _ _ _ _ _ 5 _ 1 STA. 15+65.02, C.L. FAWN LILY LANE - y I 11+00 �v} �- 12 00 13+00 5 4 00 - �- - 1 STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE I 11 - /� 15+00 EX. 18" DRAT 18 1 n�aRP� �- � `� ©\ _ I -- - - - - - - r 00 °� 27 I ��(�a / • �� /� v ^ v •� v> \ v ^ �. .� ^ .� \ > \ -� \ 1 I I 1 EXIST. STORM DRAIN M.H. NO. 8 �ji i `� STA. 15+69 �J 11 x x O I � .35 O a,J o I op ^ � w5 w 1--- --- n� __ __ __ __ -- R � 1 I C.L. 1 4.17RT. (if +I - FAWN LILY LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL C'4W Iol o,Ql NQ EXIS, 0 5, Com 3 Q Cf Z ai w � w O �ci � o Li-) ^J O �r J z 18' 18' C. V) JB UVJ (0�I SMH g -;� 26 �� co>w 23� 24z; 25 �Z 00� 30' 30' NN QX O �V) M u- Jm R/W x ++ x I ��w.. tm w v to.M--d'47 EXISTING SEWER PER CITY STANDARDS . C-)�W >,W N V') (E% LnLO LO a a o > zzo 344 BOTTLEBRUSH DRIVES tocn - - o EXISTING STORM DRAIN PER CITY STANDARDS 342 QD >D< �N SEE SHEET 6 GJ -RCP 0.15% MANHOLE TYPE "A" PER C.O.B. STD. SW -4 - � ' T 7 8" SE NER FAWN LILY LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �l J III 364 362 360 358 356 354 352 350 348 346 344 342 340 IL EXISTING 1E" RGJ-R 13.00 LF OF P 0 0.147. EXIS, NG 23.42 LF OF co INV INVERT o w CIR 358 MH g.00 � z N OM CATCH BASIN 0-i JB a0 O QOM> II w SMH M c3� w ¢ Z co>w NOTE' SDMH STORM DRAIN MANHOLE lC) J EXISTING Qm m ti O c,6 �= Q OM m M u- Jm R/W x .p +> Ej v) o x IIWUv 350 tm w v W�a EXISTING SEWER PER CITY STANDARDS . C-)�W >,W N EXISTING SEWER MANHOLE >Ow TYPE "A" PER C.O.B. STD. SW -4. o > zzo 344 PER C.O.B. STD. SW -6. RGJ 4P - - o EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN 18" GJ -RCP 0.15% MANHOLE TYPE "A" PER C.O.B. STD. SW -4 340 8" SE NER CONSTRUCT CATCH BASIN ALL EXISTING MANHOLES SEWER do STORM ARE TO BE ADJUSTED DRAIN TO Q -EXISTING 18" RGJ- 40.96 L RCP 0 012% of FINISH GRADE UNLESS OTHERWISE NOTED. 0 'EXISTING 423 2 LF OF EXISTING 226.7 LF OF 1 RGJ-R P 0 -0 5% I FI s" RGJ- CP ® 0.13% FINISH GRADE UNLESS OTHERWISE NOTED. rn o C) ?i QN O 0 W 0 Z 00 M ul z u cn r Z z Ln II a �'"�w z °° 0 1 00 3 NO �r�n - J- U(NO Q _j U 11 u O M x H O Io z n .. = JW J ' x g Z ti r o .-IIJ �Wu- MJQ M co O> U+ c%j I.a. W NWw !C14 w0f IGO J ow o �� APRROXIMA n FINISHE MJ 0 °� � Q ?!� ``' 4311 57< Q GR DE 0 CE TERLIN m >:U J-� To V)Z zo r7 JAN Z U C4 LriW� 40 c<lui lied• �M N + c N EE W H �� Q ONiM S- O N ZZD U +wJ � ?W W W z F-ZO cn_z w U>_— ! 01 350. 0• 9 M'AP ROXIMA FINISH I pa`' �. • ,35.7 TQM.- - - - - - - - GR DE 0 C NTERLINE 5 �' - - - - - - - - IN RT 8" SEWER INVER 8" SE R M N 7INVER co o INVERT 18» DRAT " SEWER 6» SE R Z INVER 8 SE R J ZZ� Z I VERT 8" SEWER Z r r Z NZ J cn w (nW Z Omd• 0)c, .toL i COr -i J Co pp J� C3O o Z r OC J x Z a J00a0 U00 r r r 00 c0 C -) CD '� U p�p OMrhN Urn w MMM ^M W M M JJJ LriM AMM N W ��i.l cV L :MM +W +wW -� N co LL+ (n �- J J d> •� +wWljJ N X W » > zzz - �w www <> to 4VE -w w NZ z EXISTING 00.00 L OFli NZ z W ;z z -T-- X ;�» - 0,%--- - TI _LE_.DE 1NE �-0 3 w NEXISTING 191.48 L OF 8" EWER - viz z .35% �l J III 364 362 360 358 356 354 352 350 348 346 344 342 340 IL SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. IJ 364 14 15 16 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 362 EXISTING 1E" RGJ-R 13.00 LF OF P 0 0.147. EXIS, NG 23.42 LF OF co INV INVERT o w CIR 358 MH g.00 � z N OM CATCH BASIN 0-i JB a0 O QOM> II w SMH M c3� w ¢ Z co>w 354 SDMH STORM DRAIN MANHOLE lC) J EXISTING Qm m ti O c,6 �= Q OM m M u- Jm R/W x .p +> Ej v) o x IIWUv 350 tm w v W�a EXISTING SEWER PER CITY STANDARDS . C-)�W >,W N EXISTING SEWER MANHOLE >Ow TYPE "A" PER C.O.B. STD. SW -4. o > zzo 344 PER C.O.B. STD. SW -6. RGJ 4P - - o EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 340 8" SE NER CONSTRUCT CATCH BASIN INV. ELEV. 342.49 TYPE "A" PER C.O.B. STD. D-14. SECTION A SCALE: 1" = 50' HORIZ. 1" = 5' VERT. IJ 364 14 15 16 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 362 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 350 348 S EXISTING SEWER PER CITY STANDARDS . ® EXISTING SEWER MANHOLE 346 TYPE "A" PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT 344 PER C.O.B. STD. SW -6. RGJ 4P - - o EXISTING STORM DRAIN PER CITY STANDARDS 342 QD EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 340 mr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. A I 1 W 1 Z III VIII �j��\��� `'�I PARK — 19 z -1 I �� , m MJ �/ 0 V Il O Q �� f ' '- - - - - - — D: p � � 1 CJLi.WW Z p MM - 1 1 m mF N<NWli. Q CV CV J Q ui + CONEFLOWER DRIVE ++�(n = c3i`ui / °' p SEE SHEET 7 U) C)CD¢w F -MWS / 3 0 Q W aa�a ���o BOTTLEBRUSH DRIVE w vFi V)V)izrll W N SEE SHEET 6 I- 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 UNE TABLE UNE BEANNG LENGTH L1 N00'55'21 "E 48.22' L2 S28'18'26"E 40.96' JEWEL FLOWER STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL D x W .-.- m< w cnu)OW cntnZn SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 1Z 13 14 G{rs-16 -/I{ 0 � CT G €� N It-) 368 LF OF 366 - 12% 364 362 360 358 356 354 352 350 348 346 1 344 342 340 338 336 334 332 16 330 PNG7i) Taos ��*'"'aft►r 7UL- _,0 I a. mo V) z NOTE: XI G ALL EXISTING SEWER do STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO w 1 RGJ 4P Q -EXISTING 18" RGJ- 40.96 L RCP 0 012% of FINISH GRADE UNLESS OTHERWISE NOTED. 0 Q 0 L�ltz rn o C) ?i QN O 0 W 0 Z 00 M z u cn r Z z Ln II a �'"�w z °° - J- U(NO Q _j U 11 u x H m w n .. = JW J �Wu- MJQ M co O> U+ c%j I.a. W (~/� cn W Q W J ow o �� APRROXIMA FINISHE 57< a ``' 4311 57< Q GR DE 0 CE TERLIN To V)Z zo I � IN RT 8" SEWER INVER 8" SE R M N co o Z J ZZ� Z Z r r J cn w Z Omd• 0)c, .toL i J� C3O o x Z a J00a0 U00 p�p OMrhN w MMM ^M W M M JJJ N W +W •W -� (n �- J J d> •� N X W » > zzz - <> 4VE NZ _R W ;z z -T-- SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 1Z 13 14 G{rs-16 -/I{ 0 � CT G €� N It-) 368 LF OF 366 - 12% 364 362 360 358 356 354 352 350 348 346 1 344 342 340 338 336 334 332 16 330 PNG7i) Taos ��*'"'aft►r 7UL- _,0 I a. mo V) z 0 w Q 0 Q 0 L�ltz C) QN O q/ Lo 6 LEMON LILY DRIVE Z SEE SHEET 4 io --- --� 5' m 51 K �o m — - - — U 6 18' 18' I o 30' I ofLo c cn+ 35 0 I w z En a --- ---7-co - Q x cn o w to R�W CA x � 5 N,00 — N w 00 INTERSECTION I w N00'30°12"E EX. 18" STA. 10+00.00, C.L. BLUEBELL PLACE= d STA. 13+14.20, C.L. LEMON LILY DRIVE - - - — I loo UNIT 6 co C5 = o Z cl Lo U _..1 ��¢ .J Q N' I V of 6 - � 00 o� oma; +, o 29 -+ � -I C N Q I ,- W U Q N __ ' ___Wcn 11+ 00 12+00 EX ?8 R IN_- 140.38' HUCKLEBERRY DRIVE SEE SHEET 3 18'' 18'30'30' I 24 )1 25 I� INTERSECTION STA. 12+87.58, C.L. BLUEBELL PLACE= - STA. 12+36.76, C.L. HUCKLEBERRY DRIVE I — 26 4 - - z' rnLo I ;V co UcoI I� 0000 I X 1 w --- --- -----� I 36 + 128 W I --- I 30' 30' I I 30' I 3 18' 18' 1 m V) I 18' 1 18' 27 LEMON LILY DRIVE HUCKLEBERRY DRIVE SEE SHEET 4 SEE SHEET 3 3 3 3 3 3 3 3 3 INVERT 6" 3 3 3 3 BLUEBELL PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 58 NOTE: 56 ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO AP ROXIMA FINISHE FlNISH GRADE UNLESS OTHERWISE NOTED. RDE ®C NTERLINE 54 3 OM 3 9 TO.M 52 — --- -- --- 50 48 NVERT 1" DRAIN o INVERT 18" DRAIN o N Z� Z � J` San E R C)ro M v 00 o �cMo O M M Of O C*4 �O +> V) w c Q> Z v(nz z E STING 137.82 LF F w V z EXISTING140.38 LF OF `'' �'- 1 " RGJ-R P 0 0.11 " 18" RJ -RCP 0 0.11% 36 10 11 358 356 354 352 350 348 346 344 342 340 338 336 334 12 8" SEWER INVERT 13 ELEV. 334.22 M II N II U NI I T 6 Z o = O Z O J �cc HUCKLEBERRY DRIVE o -' p w I SEE SHEET 3 o U� a (3u) I I o 0 27 STOCKDALE HIGHWAY 3 00 �� I I 1 W + NN I I N + O O cn W ++ m l 24 I W XF- NVQ I I I I Z I �l '� �U, Wo� I I m 00 \ I I I `J --— \ -- I 1 o ao ---I I i INTERSECTION 23 NOO'30'12"E E�(. 8" SEWER M "' 219.41' I I I STA. 10+00.00, C.L. ROSE WAY= - - - -- I STA. 14+06.02, C.L. HUCKLEBERRY DR. _ _ I O -------- I 11+0 �— 12Doo., I I N 00'30'12 E N_ I 2 2 I EX. 18 DRAIN M 00 I 42.54 O I EXIST. STORM DRAIN M.H. NO. 2 i - - - - - - - - - - t — STA. 9+95.29, C.L. 34.17RT. I I I0 21 LLJ I U lel I T 3 z ���Lu Z CV CVM 1 x I I I f I N MMS I , m -' J c i �? w ui I I I -s- HUCKLEBERRY DRIVE Q co W -4 STOCKDALE HIGHWAY SEE SHEET 3 U MJD F N �QW W (nZ0 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WILD RYE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL r -EXISTING 42.54 LF OF 18" RGJ-RCP ® 0.11% N O = I Z O M Z N NII Z Mx to Z 00Q JmMJ < J..M, m -.1-000. CE INTERSECTION STA. 12+98.01, C.L. ROSE WAY= STA. 16+29.49, C.L. STCCKDALE HIGHWAY u 06 M QLo of --qAPP OXIMATE FINISHED M - m U m p 'j �W W O ,j< — — N W Q�d INVERT 8" DRAT NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FlNISH GRADE UNLESS OTHERWISE NOTED. 10 N m z W W Z?i C7WO 200 x x - ac 3 = O N .0000 Z Z N �j Do UtDO O I� $S`X mLq AJ C1W- MM OMM CD ' O�_IN MM OO 3Li LJ +dnO +» + JJ WwwWNWWOW > -13 V) Z Pi W - O fW — U N EXIS NG 209.1 LF OF " SEWER 0 -0.3 O_ 10 11 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 12 EXIST. 10.00LF OF 8" SEWER ® -0.35% 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 RAW RIGHT OF WAY 351.9 70•M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION .�- S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: LLNo SECTION LETTER Ex ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ A T C1V11, ® 2 OF C��7 3332 ; •a �� EXISTING SEWER CLEANOUT OF -� r SHEET WHERE SECTION IS SHOWN > 30 PER C.O.B. STD. SW -6. �� . ` - - o EXISTING STORM DRAIN PER CITY STANDARDS © EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A"z.«`' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 9 z �` ��k•. �� CONSTRUCT CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS \ c rt `•• TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 111 ?Zo2-��Z f#4-1) PP -1 to � ma W z 0 V) w Q > 0 Of CL 0 m s� ON 0 358 356 354 352 350 348 346 344 342 340 338 336 334 12 8" SEWER INVERT 13 ELEV. 334.22 M II N II U NI I T 6 Z o = O Z O J �cc HUCKLEBERRY DRIVE o -' p w I SEE SHEET 3 o U� a (3u) I I o 0 27 STOCKDALE HIGHWAY 3 00 �� I I 1 W + NN I I N + O O cn W ++ m l 24 I W XF- NVQ I I I I Z I �l '� �U, Wo� I I m 00 \ I I I `J --— \ -- I 1 o ao ---I I i INTERSECTION 23 NOO'30'12"E E�(. 8" SEWER M "' 219.41' I I I STA. 10+00.00, C.L. ROSE WAY= - - - -- I STA. 14+06.02, C.L. HUCKLEBERRY DR. _ _ I O -------- I 11+0 �— 12Doo., I I N 00'30'12 E N_ I 2 2 I EX. 18 DRAIN M 00 I 42.54 O I EXIST. STORM DRAIN M.H. NO. 2 i - - - - - - - - - - t — STA. 9+95.29, C.L. 34.17RT. I I I0 21 LLJ I U lel I T 3 z ���Lu Z CV CVM 1 x I I I f I N MMS I , m -' J c i �? w ui I I I -s- HUCKLEBERRY DRIVE Q co W -4 STOCKDALE HIGHWAY SEE SHEET 3 U MJD F N �QW W (nZ0 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WILD RYE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL r -EXISTING 42.54 LF OF 18" RGJ-RCP ® 0.11% N O = I Z O M Z N NII Z Mx to Z 00Q JmMJ < J..M, m -.1-000. CE INTERSECTION STA. 12+98.01, C.L. ROSE WAY= STA. 16+29.49, C.L. STCCKDALE HIGHWAY u 06 M QLo of --qAPP OXIMATE FINISHED M - m U m p 'j �W W O ,j< — — N W Q�d INVERT 8" DRAT NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FlNISH GRADE UNLESS OTHERWISE NOTED. 10 N m z W W Z?i C7WO 200 x x - ac 3 = O N .0000 Z Z N �j Do UtDO O I� $S`X mLq AJ C1W- MM OMM CD ' O�_IN MM OO 3Li LJ +dnO +» + JJ WwwWNWWOW > -13 V) Z Pi W - O fW — U N EXIS NG 209.1 LF OF " SEWER 0 -0.3 O_ 10 11 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 12 EXIST. 10.00LF OF 8" SEWER ® -0.35% 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 RAW RIGHT OF WAY 351.9 70•M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION .�- S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: LLNo SECTION LETTER Ex ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ A T C1V11, ® 2 OF C��7 3332 ; •a �� EXISTING SEWER CLEANOUT OF -� r SHEET WHERE SECTION IS SHOWN > 30 PER C.O.B. STD. SW -6. �� . ` - - o EXISTING STORM DRAIN PER CITY STANDARDS © EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A"z.«`' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 9 z �` ��k•. �� CONSTRUCT CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS \ c rt `•• TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 111 ?Zo2-��Z f#4-1) PP -1 to � ma W z 0 V) w Q > 0 Of CL 0 m s� ON 0 -.1-000. CE INTERSECTION STA. 12+98.01, C.L. ROSE WAY= STA. 16+29.49, C.L. STCCKDALE HIGHWAY u 06 M QLo of --qAPP OXIMATE FINISHED M - m U m p 'j �W W O ,j< — — N W Q�d INVERT 8" DRAT NOTE: ALL EXISTING SEWER & STORM DRAIN MANHOLES ARE TO BE ADJUSTED TO FlNISH GRADE UNLESS OTHERWISE NOTED. 10 N m z W W Z?i C7WO 200 x x - ac 3 = O N .0000 Z Z N �j Do UtDO O I� $S`X mLq AJ C1W- MM OMM CD ' O�_IN MM OO 3Li LJ +dnO +» + JJ WwwWNWWOW > -13 V) Z Pi W - O fW — U N EXIS NG 209.1 LF OF " SEWER 0 -0.3 O_ 10 11 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 12 EXIST. 10.00LF OF 8" SEWER ® -0.35% 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 RAW RIGHT OF WAY 351.9 70•M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION .�- S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: LLNo SECTION LETTER Ex ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ A T C1V11, ® 2 OF C��7 3332 ; •a �� EXISTING SEWER CLEANOUT OF -� r SHEET WHERE SECTION IS SHOWN > 30 PER C.O.B. STD. SW -6. �� . ` - - o EXISTING STORM DRAIN PER CITY STANDARDS © EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A"z.«`' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 9 z �` ��k•. �� CONSTRUCT CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS \ c rt `•• TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 111 ?Zo2-��Z f#4-1) PP -1 to � ma W z 0 V) w Q > 0 Of CL 0 m s� ON 0 10 11 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 12 EXIST. 10.00LF OF 8" SEWER ® -0.35% 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 RAW RIGHT OF WAY 351.9 70•M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION .�- S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: LLNo SECTION LETTER Ex ® EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. _ _ _ _ _ A T C1V11, ® 2 OF C��7 3332 ; •a �� EXISTING SEWER CLEANOUT OF -� r SHEET WHERE SECTION IS SHOWN > 30 PER C.O.B. STD. SW -6. �� . ` - - o EXISTING STORM DRAIN PER CITY STANDARDS © EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A"z.«`' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 9 z �` ��k•. �� CONSTRUCT CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS \ c rt `•• TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERWISE NOTED. 111 ?Zo2-��Z f#4-1) PP -1 to � ma W z 0 V) w Q > 0 Of CL 0 m s� ON 0 ma W z 0 V) w Q > 0 Of CL 0 m s� ON 0 /;4V --- " .-��1 �� � f UNIT 11 Ff 110 s 11 , a I Q `9"0o x , Q I o Q "006'x' Q w W U_CN I J I p J sF�sy0, mg I +z +z 12 f� ' ti pz I Ecco I �v~i •�X H X w w \ �s FQ-- X I - � w L 13 INTERSECTION B.C. N00'30'12"E RAD. STA. 11+32.41, C.L. WHITE ALDER AVE.= STA. 10+50.60, C.L. YELLOW LUPINE DR. r 14 co N� UNIT 10 Q� UNIT 1114 CA �w� N II Z O �M II W¢O Z JO �^ 16 I '"� 15 I N J Lo Clf II J J I I J ,~j M J F-� J 9 J P) J F: O -� I c0 J N J Z J W -Jw O O J O Op c, I C.c �^ _ -.� uj C)w O I � J O O �Q �Q I �Q ¢ �� 1�W-� �J13 , �Q 12 , �J 11 Mgt 10 Jw r,Q �z uN 8 .�C 7 8 o Iq �MQ r7Q <� rhQ I x I¢ '�Q I �t/Tf J 7 -� �� °N°� ' �w d�M m coJo�w I co Ir�w f� I w 1 O Ov �w Ig No �W M '�� M� I '�Q Q I Q I �' Q W W 00 ~ Q pp F'- W 1= pp O 00 ~ 1n d• OQ �' ' 1� W W I I O J to J O J ui In + VI Q r. J Q U 00 ¢ U st0 - Q Q F-- ^ �--- 1� W co n 00 00 J(n N J n n J N J n J W J co� � J 0o OO 00 F-- N Q g0: NF-� r7Z (tC� aFI +U• I �+ LO -:i I .jij +O I �jva O Q �I-Q OJ +Z +c� +c� ++ w +c� N n}�!i o of - rlJ Q H I cV H 1 N N ,N-- V, ¢ �D_ r7 Z , et Z {SI W Lo Z_ W ^O co Z + + C.7 + C7 O N , � F-ow�� Co I-� OGI �F I ~ N 1 �� (.0 :Z �z a+oz Q x Q X I Q- ¢¢ cnzo cn , Q x � cn z r j cn F w r -w F -X x r -f- Qx F w I¢X 1d-�( i Q- I - <¢ QX ¢Q'QX O � F I cn cn I cn w cn to r- rz, R rn F ,,� c�nccn c~ir I w(n v~) ~ w I ,�j Q x Q X I Q L � c~i> w CU/) SEE DETAIL A ' 12+00 1 1 N00'55'2 "E EX. 8" SEWER 280.08 11+00 _ _ _ -�� 1� S N00'55'21"E E� 8 " SEWER 264.06' -f-- W SEX. 8" SEWER 278.63'— - T _ - - I s - N0320 N00'55'21"E 14+00 ,+24" DRAIN L1 552.49' 30 3 rC o INTERSECTION 00EXIST. STORM DRAIN M.H. N0. 14 v '00 N¢" - STA. 12+80.48, C.L. WHITE ALDER AVE.= O° I LANLOOTAPE 00N wz o STA. 10+00.00, BEACH ASTER DR. NI w STA. 12+94.91, C.L 5.00RT. I ZI w ' 00 W_j 17 5'Z 33 I 34 5, -- -- -- -- -- -- w , �T 1 z =� v Q¢ I 18' I 18' I I 18 18 3 w C6 v~i r• i c i 30' 30' I I I 6 ' 8' cv . -- �_;- -- -- -- -- -- -- --�_-- -- -- 30' 30' 30' 1 30' z 0 0 _ BEACH ASTER DRIVE SEE SHEET 9 YELLOW LUPINE DRIVE W Lco)c6 SEE SHEET 10 o+ + Z N cn UNIT 11 LINE TABLE UNE BEARING U7�IGTH L1 N89'04'39"W 1 26.32' 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 UNIT 10 CHECKERBLOOM DRIVE SEE SHEET 8 WHITE ALDER AVENUE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL MATCHLINE SEE SHEET 16 STA. 18+00.00, C.L. 362 360 358 j W 356 1 0 W 354 _ °O ¢ ¢ 352 1350 i 348 346 344 342 340 N I Z 338 -iao 336 O M O Z +W = r w 334 H <C j ¢ H `� Z 332 18 330 10 11 12 13 14 LEGEND: J J ABBREVIATIONS CL CENTERUNE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE EXISTING 552.49 IF OF 241 RJG-RC ® -0.11% 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 Z CC TYPE "A" PER C.O.B. STD. SW -4. 0 EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - EXISTING STORM DRAIN PER CITY STANDARDS �oW EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 j CONSTRUCT CATCH BASIN zoQ TYPE "A" PER C.O.B. STD. D-14. O �J 0 Lu W o r 3 — N O NOTE: Gli U o Q o H Z V) Z� 0 co 4 m M o U 00 m S a' ALL EXISTING SEWER & STORM DRAIN Lu Z 3 >� w� ANHOLES ARE TO BE ADJUSTED TO �V) LLj w z a' J d FINISH GRADE UNLESS OTHERWISE NOTED. O rz I Z R Y N°°Lu J � o � w ¢ �� J �m o� O Lo Lo 1-t M Q� © O O � O QQ O N WI cp o ' z N JJ D X >; APPRO MATE FI ISHED OM — 50 �r I -- --- -� -- --- S03 Tp ' I -- _ I- IN RT 8"fWER Lo INVERT 8 SEWER z `r ry IN RT 8 SEWER J z O Z N o =fn tyl 1 Z jQ0uiMw 0 "' x °O 0 [� j� d Z W ao 3+j M O J 3 g W ?i tfj M • '- W w 00 j O !X < N J' -iji j X F¢- Z X F¢- E IS NG 2 8.63 LF OF S WEIR ® 0.35% EXI 11NG 8 08 LF 0 8 SEKR 0 -0. 5% - EXISTING 264.06 OF 8 SEWER -0.35% __t___ 10 11 12 13 14 LEGEND: J J 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 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS ® EXISTING SEWER MANHOLE Z CC TYPE "A" PER C.O.B. STD. SW -4. 0 EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - EXISTING STORM DRAIN PER CITY STANDARDS �oW EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 j CONSTRUCT CATCH BASIN zoQ TYPE "A" PER C.O.B. STD. D-14. 15 SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN IN 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. 17 EXIST. SEWER MANHOLE NO. 46 STA. 12+85.44, C.L. 5.00LT.= STA. 12+85.39, SEWER EX. 8" SEWER S AIN �1� R 15 I I STA. 12+70.13, 32.23LT. (EXISTING LATERAL) -REMOVE EXISTING 18" STORM DRAIN 14 (L CATCH BASIN NO. 14 I STA. 12+96.67, C.L. 18.00LT. NORMAL F.L. ELEV.= 349.82 DEPRESSED F.L. ELEV.= 349.65 END OF PIPE STA. 12+96.67, C.L. 18.42LT. INV. ELEV. 345.32 18" W --- INSTALL NEW 18" STORM DRAIN N84'46'59"W 23.48' STA. 13+22.87, 31.001T. (EXISTING LATERAL) 13 DETAIL A SCALE: 1" = 20' 15 (A nt li '1 O P LY 0,F4 7 2v2. � ►� L -CORD DR' O V) M � Q � O Z W U af � z O QJ JLLJ Q w 0000 0 J o W c� 0 V) N � w Y Q m C m J J N ti N C) Q � m H LJ - Q 0) D Z � � �C Q e Z CC GCS V o Q W �oW V j o zoQ a O �J 0 Lu W o r 3 — N O Gli U —�--� Q o H Z V) Z� 0 co 4 m M o U 00 m S a' Lu >� w� �V) LLj w z a' J d O rz J � o � w w �m o� Q� O O QQ O N o o o N N ti U Q � m H ct - Q 0) D Z � � �C J IL e Z CC GCS V o Q �oW V j o zoQ a O �J � Lu W o r 3 — N O Gli U —�--� Q o H Z 0 M 0 co 4 m M o U m S a' EX. STROM DRAIN EASEMENT ' PER DOC. NO. 0206001828, UNIT 7 DATED 01/04/2006, O.R. II NII UIo11T 1 � o� O J or7rn' `t II J z 0 ZFZ � ��M 13�J z � g o 7 J ��=,^ 6 o^Z� o 0 2 0� m Z�>W o 0�3 o o o �o =��� �' o = J O -i uim O J J ln� J J J J �¢ �,� Q�NS 4 3 o Q �W o =-,W 12 11 10 z�`' Q c r�Q M �¢ I �a 1 �- ,I F z _I J J Z cite I r7J 1 r7J 1 ,�¢ I �� Qw V 1 1 PJ J c3 I �M I � I ¢ w �,,�w �¢Q Q �¢ m� Ig r;� p 7 J J 5 .r ooh �r� I M<I o Q �� ¢ I i I �M I o 6 w o� w I I I I o I o N J CD u7 �[") r7 � �"� ~ � � �i m � J o0 w t0 d' OO W OJ W 06 Op (� O O •^ O O O ' ¢ ¢ �"� 00 4 W O F- CA 00 r7 F- r� F- , F-" 00 W Z_p �'`� I I o M u7 J I� ¢ ui O 1, . �"� �' F- {{ ZW +� + W ++ OJ I 00 I pJ �hI U) 2 + to ln¢ W ^^ I L6¢ I �¢ � J M¢ Q O 1 w ++ I ¢ f"iQ I MJ w+ aD z CO +c= N apap i U -� -� u)� -� -� O �W 1 N N I Q t= * Q +CD +c� +c� +C� rn- F- NQtn u> W O O r- p + 1 tet— 00L'.l I 2N.-� F- ` I rnZ rnZ CD 2: > Q gw +O N ++ +C.7 +C7 +C� O. t NN apF- OOW OOW v t F= Ft 0+,) "(Di to d +C , aot F -w Q I ¢X <N J cn QQ N I NF= ori / ` V Q�a Nz NN 1 NZ NZ roz N �L I �< ¢ 00E - <w �, t- Z ¢X x F -f- I I cn N F -Ow F- F= NF { N� { N� r�Z iZ QQ I I� ¢ :m V) to v� V)G - cFnvw cncn Faw �w I aX i?i cnZo to �Q I An 1 cn cn { NF= O` { NHS X F -F- Nw _ I _cn I cnF w Q� ¢x x F -F- Qx QX I QX i cn �s Q I ( (% W (n(n 1 C� O) J -- L - �v~i' ~w w cncn w i w w X tnn V) I I a' I z +CD +C9 --JJ ~ QX I N� � NI- .. 4 e I F- Q- I An L1 EX. 8 SEWER N00'55'21 "E EX. 8 SEWER L ► O G F -w Q X - s 282.51' � ?AIN � � --L F- _ s 18 D NsQO'55'21 E EX. 8 SEWER 282.51' S0 _ EX. 24 DRAIN 19+ - - _ —_ _ _ _ s N00'55'2VT EX. 2 RDRD IA42 Nom°----- - - - - - 22+00 pp 237.80' L3 N00'55'21"E EX. 3U" DRAIN 253,22' D - �- 8 DRAIN - _ - - - r _ — I ► _ `' N005521 Ec X. A' Crime - 00 UNIT 6 ' o z 15 =o0Lo� 14 II Z O M O F - Q 1'7 06 O Z _I F- F- F- ui w e- Lo ►,,: O 0 1 0 16 ( 0 LL, (0-'M-1rn -1 JUiT �.� O UUl Z U>UJ Q �W Q �Q i t) I2 .� . NJ Lo 3 2 ro►-Lo �� cow r, N� I Q �? .1 Ind Z /�W N� �Q �Q X100 m 0� OOW "� t�_j V� 00 F- �z +� �—' ++ r +�Li �QQ It n� NN �z a+,Z (NN NQS + - -- �� _:4j Lr �rn / q W tt w v~j�j IoW t_n ► �z ++ zo �-x i i (ncn� h �x OZ� MM w _ W ►- l) VIO 4Z 0 W O U J ��M Z a O -q3 LLJ p�3 Qo pJ 'U ►OLo� co 1I w00 � Q I .J�� +�a cr �M roQ aow 00 mLU 00 ++ +O �Q N_1 NN Nz I � �Z �N�� ►� W V) cn (A\- x UNIT 6 ' o z 15 =o0Lo� 14 II Z O M O F - Q 1'7 06 O Z _I F- F- F- ui w e- Lo ►,,: O 0 1 0 16 ( 0 LL, (0-'M-1rn -1 JUiT �.� O UUl Z U>UJ Q �W Q �Q i t) I2 .� . NJ Lo 3 2 ro►-Lo �� cow r, N� I Q �? .1 Ind Z /�W N� �Q �Q X100 m 0� OOW "� t�_j V� 00 F- �z +� �—' ++ r +�Li �QQ It n� NN �z a+,Z (NN NQS + - -- �� _:4j Lr �rn / q W tt w v~j�j IoW t_n ► �z ++ zo �-x i i (ncn� h �x OZ� MM w _ W ►- l) VIO EX. STROM DRAIN EASEMENT _ PER DOC. 1/ /20 001O.R. II o ' �y N II UNIT 8 1 (o' DATED 01/04/2006, O.R. `� - o O J J �' n Z O ' z o o^ it ,_ w o 4 Z Z O J J �� (o o)M O J O (7 J �� CD J m� Mj 13 c5 Z 8 m: 1 0 J 7 6 = ��5 0 4 0 3 p 2 W W W F_ Z W 15 M J o�0 14 J J �'•' �� O_ W O J O J J J �0= J J J �- J c.. I UN S O O 1n LO _ Z O _ O p J Z W O = J O O O J = -j' Q F- F-- !- Q O F- F- Z O M Z Ir7Q M� I JQU(n I J - O Q U w _O_ p 12 _C, 11 10 �O ��w p J 7 J 6 I J 5 ��"' zo J Q Myo ,•r� Q Q I M Q I ,,;-� J •r --I 1-- Z J Z w p _I O M O O O to O J J J ~ ~ W F- LL: Q W wJ� U(n I Q I Q j7Q I �J Q~ i i �w.I d•M O_ p CD p 3 O p /► I p 1 J J t7� J }_ w 00 a0 Q .r M M, ' ap w I �•`� Q I p (n ^ r`� Q Q M r'') i r7 W U I M J 3 d• ' F7 J I F W p _O L _O _per 16 I per-. O J 3 I Z U> w I N 13 O f7 �J Ii I� Q F- DOW Q Q d)� I I Q �� DOW W ++ I I J J �t O_ -I J O O w WJ N'-. J _ ir N J Ol �A M F- _1 (o d• I ) � Q �"') M I f7 J O I Q -1 U N J C.j g Q Q �"') DOW w m r- DOW DOW o0 W DD W Q^ i I{ Q Q U cn I J I -.•� J J w +o + ++ I I a0 I J Q) Q �ii Q Q Q oow aow ad Gd o i oow I Z �J J MJ I �� z w H O w p J L0 J p Q r7 w O L.: w M w �"1 F-- M F- r7 F-' DOW Z D M N I aO3 [r Q r`> Q ''� Q M I M Z + N �"") d- ,ri cn = + N ,ri J ^ ^ ,ri F- Q i i oo F- d• d• Dow I a I I D' Q `t O co d' w Q W DOZ +U 0000 +(.� +U +U' OJ U JN L(') OJ (0 U-) _j IIOQ �' J t- NN DO ~Q ~ Q �M �Q 00 UjF-cow 00w 00W Q I �Q' _ (n ' (/� �-- I �•- I rn Z I Q g N+ _+ J I I n O I Q Q I 6i I a0 J -� J �I O O rb Q Q Q I I� O O I in ^ Q W �i w I M Q S I �_ r DO Z o) Z F- N Q W -� Q Q I U s OZ +U' +U +U' +U +U' q- + 1 i N J N ^ J DD F- OO F-- O_I Hw Q I QX a(A I N (n QQ F- -F- I NF. OZI U QUO_ NZ NN I NZ NZ MZ +U' N N �U X F-1- +C7 V' O M� 3 OO] ^J I NJ I NJ nJ I N� co co liw Q �~ `W 0= F -w 1-Z Qx X F -F- I I Q- I NF- F -OW �.'- F-_ NF I N� I N� r'�Z �Z { i Z W to (n +(D +C� -F• a w +(.'J N 1� N f� M W ++ _ "I" (n OJ -Q �F- �(wi> c i w FQ F w x i cnzo to QQ I I cn v� NF O- I I N- 1 `�_z u�_z ro tj to I N- �Z (o tp Nz +C7 +C� +C7 +C' +C.7 (n 00 U OJN a0 �J Q cn ..� - to G - I F- w v) (n x Q - cn F-- F-- I cV F- ^ z 1� z a0 z N N w J w w dx Q X X F -F- Q x Q X d X I cn ¢ i i �i F -W F' -L'.1 w Ntn F -w - �F-v_ I F -w QX F -N in I I i QX I N I N(n � N(n 0� F_ NN I N N� I N� I N� DOZ NZ F_ Q N�� O)Z +C� O (n - - _ - N� in 1 r a- I a- F I F I U N- oz W F -W w QX QX QX Q- I Q- X i.-_ I cn cn� I F w rQ x � x « cn Q Q 1 � x cn I cn I cn N ¢ ¢ (¢ O w E- I '"� � I C) N N Nv F v _ F w F W w x F- X W to (n In Z O Q X I N_ I F= (A - � cn� - � - v>� �' w � x v X L1 EX. 8 SEWER N00'55'21"E sEX. 8" SEWER 282.51 " L4 _ 18 DRAIN s NPO -55'21 "E EX. 8" SEWER 282.51' y0 i �N _ - - - _ s N00'55 21 Es X. 8" SEWER 250.0' EX. 24 DRAIN - - _ I- - _ _ -- +off - - - - -- - - _ _ _ _ EX 100'55'21 "E SEVER 270.08' NO3 28'18"E EX. 8" SEWER N00'S'21"E EX. 24" DRAIN ° 237.80' N00'55'21"E EX. 38" DRAIN 253.22' ° - " - �fi Ian - 154.50' s L3 I j NO A 21-E EX. 1 "DRAIN - - D --?8k ° p 30+00 s 8 DRAIN { 530 00' II J LINE TABLE W to C) � mp+ UNE BEAMNG Cl O Ll N00'55'21 "E 75.45' L2 LOW 79.53' L3 N83'03'10"W 13.49' J X12 / 25.52' L5 N28'54'54"W U(w L6 N38'03'39"E 37.84' MO / U / WHITE ALDER AVENUE d01 l=dz a~ ccncn 10 O �+c) ++ MMM,j� 0] _ t JO 'WN LJi_•Of" j jj EXISTING STORM DRAIN PER CITY STANDARDS (PRIVATE STREET) = � { " L co +c" ++ ¢ U (If NWLJ J U Q •tea Of MO / SCALE: 1" = 50' HORIZONTAL ZD zzo z QQ 1" = 5' VERTICAL a� cC/)V) �a V z� o NVE 01. 9; A (. V -J - A- - l'_ +00 _ S6�51, "��0. 1 -- -- -- -- qI O I O O Co O J F-- F- ( i--- - - - - - - I o °� o I o I o o I ¢ o U o o 11 z j LANDSCAPE cn -- -- Cl a;_,.- 1 (D I O z F- oi=, o I p I o ¢ Q ,,i Q °', Q i of I Q co o» I p O I ¢ po � I LOT LANDSCAPE cn - - _ 32+00 w ! o of __j �wz F= -� '� s o0 0 �w ¢ CO �o MQ ' Q I aim Qo N I o - - - - - - - - - - - - - - LOT - 18 f �U 2, I �w �W rn o w ao -- -- -- -- - -- ¢' 9 ' I OD I I pJ O I �J , )J 00J z J �CO� NJ O + ODJ pQ I OQ Z o J0 ,X m II U x U _ - - II I J d I J O O Q Z to O O W' W N a (!3 J U �S co Q ri = not I= ow p� ao 1 E W +�� +_� 26 ' +_� 27 128 Q U �;M +_� m N 14 �J �J o r,;Q Qm , X W I J Do 7 co ao z M, oo i o J w I > a M ao v \ , /I ' X z rnzz I I oz I +z I +cam 15 +C5 1 6 I Wp-I I z I- Qa I x ¢ 00 X O�Z I OZ N- N sF N� N- I I d' W D: I d'W Q� W I Mz I- I 1 Z Of + o II U (n (n c J J Q- N- N- O W Z O cn I (�¢ I F_ o w Z F_ F_ NZ I NZ 32 w 43 � � j 17 33 I � w W O Q X O_' J Q F=- Q F= (n Z j W F. X O N (n F- �- Z J N {- 2 0 i i 0 0_ I Z N 00 O O N Q O \ `{ J J F- W F- X I F-- X Q X U W (nom Q X (n cn Q TS m J + W e x I N I CONEFLOWER DRIVE `n" v7� co- I F w nr I z J I w I Q>c I dx I U �' I I I I Q W Do o co I 0O ' = o "' `�? Qce o Ci U 117 (nom N + N W -� N� F- W F- W D FQ- x --I _I Z N ¢ O �'- (nom (nom U I Z .J W D. Q X U 1- M 34 C1 1 m N J J In Q T W 0 SEE SHEET 7 0 of o 25 0 -; 29 " BOTTLEBRUSH DRIVE Q " ~ ~ X It O F- F-- m «") O Q w Z I W w I Z_ _j 0] (n + N � 0 4' O Z 0_ Z F- 41 I W� X ±JN +17� LO C> SEE SHEET 6'- TRUMPETVINE PLACE _ `" =W o w ¢W -1 N + + ~ w N c NQw M U Uio m cn _1-J SEE SHEET 5 -� LEMON LILY DRIVE v' ir, m O O^�j coo o ¢ Q Maf N w o o Cl `n cn F -J 2 of M II Z�^ wN I 8 UIQ -ow c~n¢ � �+ N+ z�U vv SEESHEET4 00 ^W� Qm� wwo U N I T 04 <F O_ O F- O ++ / co >0 H F¢.• (nz0 W Z h; N I- O OZ ^0 (n o) U x � N C�(nN F¢� N ¢ w o0o I= 17; CD N J leu °o ' W �= (� w N X F- N++ U cri p N 07 (U -i Q <t W W 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3; 3. W (n LINE TABLE W to C) � mp+ UNE BEAMNG LENGTH Ll N00'55'21 "E 75.45' L2 N00'55'21"E 79.53' L3 N83'03'10"W 13.49' L4 N67'29'15"W 25.52' L5 N28'54'54"W 45.92' L6 N38'03'39"E 37.84' W (n (i_ co LTJ N� W to C) � mp+ Q Z U (7 l) W N r� �� ��� th m0] ¢J INVERT FZ Qa �N,-- 0 U�� s�eERRYp Nw� r-cn OM JB c�(nv~i zr¢ -- N I T wN+ Sy 3Rl p 3i 00� 04 O Z V) N MO ELEVATION U RIGHT OF WAY WHITE ALDER AVENUE M._jw l=dz a~ ccncn Z O �+c) .M W MMM,j� 0] _ t JO 'WN LJi_•Of" j jj EXISTING STORM DRAIN PER CITY STANDARDS (PRIVATE STREET) = � { " L co +c" ++ ¢ U (If NWLJ J U Q •tea Of MO <>;>::;N SCALE: 1" = 50' HORIZONTAL ZD zzo z QQ 1" = 5' VERTICAL a� cC/)V) �a #-EXISTING 79.53 LF XIST114G 37.84 LF l OF 24" DRAIN EXISiING 45.92 LF OF 18" DRAT ® -.0.11% 30" DRAIN 11 0. " _ _ _ NOTE: ALL EXISTING SEWER & STORM DRAIN 3 i cn z w MANHOLES ARE TO BE ADJUSTED TO z M ZN NZ(+•I IJ p �(j?�I p apZ m Z F V S (n FINISH GRADE UNLESS OTHERWISE NOTED. 00 O a0 J D -i C) _j N M .- _ w U DO O Z U I tD Z Z w Q'I UtM� Z NNN � •Mm Q F_M in LO_T:Z I to Mdst¢ D 1\ U O M M M m FrNj 1* �Y d- Q M w o O W z 7 - to ' of ^MM ' D tj 'jj dllf, M Q Oun + W •}» c O J DI Z NW WW N �J OI v~i m. `-WW F- NWWW O .> rai CV IQ -•j •jj N Q M• F_ w d >: APPROXIMATE �' ¢jjj APPR XIMATE NISHED N z cnz zz X F_Z 0 (� �.s� F- cco o Nzz X ~ZZz ' w cn_ 35 . ? w Z 6 •(0• ' W N___ _ ---- 3501 J50 js/ -- --- -- -- - -- -- - --- -- --- --- ---- -- ------ ------ --- ------ � - TOS ( • INVER 24" DR kIN I VERT 3 DRAIN IN RT 8" SEWER j iLWLK w - _ z'W IN RT 8" S -WER o U.O Cl 04 Z Z IN RT 8" EWER J J e INVERT 8 SEWER wzcN ZN z sZ W Z Wz WOJ JN xi Z J="coJ� J USM a U Z U Of4 -4 a U� Q U Q U O) w -i<ro �. M ^ o n1 p cl �M MSM 3Uij �wo warn M CID3ao . N W J ±J Ld (n W N Co I J N O J N+ (n LLJ04 + W N w N M M11 J rd W Qin � N Q 'Uj FQ;Q- in cn;X Q W (nZZ X X nZ n V);:= W - . " SEWER 0 -0.3 I 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 364 362 360 358 356 354 352 350 348 346 344 342 340 342 340 25.52' I -INSTALL 25.52 LF OF 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 SE00N A SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. LEGEND: IN TALL 13,49 LF 0 ABBREVIATIONS 18 RGJ-RC 0 1.26 INV INVERT 0 STORM DRAIN ZN MO>3 MANHOLE CB r-cn OM JB wcnM W(n co e t II• p 00 c'» II 00� 04 O Z Wo II w vjw z ELEVATION _j RIGHT OF WAY 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION M._jw UNN Z �dd--La Q m .M W MMM,j� 0] _ t JO 'WN LJi_•Of" j jj EXISTING STORM DRAIN PER CITY STANDARDS - - D = � { H N QN ¢ U (If NWLJ J U Q •tea Fes.• -SOW <>;>::;N i ZD zzo Nzz LU W Z v a� �a V z� o NVE T 18" DRAIN (. V -J M Q 00 V. ELEV 339.07 SE00N A SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. LEGEND: 0 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 SEWER PER CITY STANDARDS _S -EXISTING ® EXISTING SEWER MANHOLE a TYPE "A" PER C.O.B. STD. SW -4. ® EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. Of EXISTING STORM DRAIN PER CITY STANDARDS - - D (D EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 otr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. REMOVE EXISTING 18" STORM DRAIN (L CATCH BASIN NO. 5 STA. 21+07.17, C.L. 18.00LT. NORMAL F.L. ELEV. 349.73 DEPRESSED F.L. ELEV. 349.56 1 1 � INSTALL NEW 18" RGJ-RCP. RECONSTRUCT MANHOLE AS ' NECESSARY. ,6G..�.3-/.$' 7 tbN (•y EXIST. STORM DRAIN M.H. NO. 15 STA. 21+17.32, C.L. 5.00RT. D REMOVE EXISTING 18" STORM DRAIN F7 I o w 1 �p O 0 w �+ N N 00 vi W CD Z D X DETAIL B SCALE: 1" = 20' 6 .2.61 40 '� � CATCH BASIN N0. 6 ' STA. 21+15.91, C.L. 18.00RT. NORMAL F.L. I DEPRESSED F.L.E ELEV. 33449.50 I / ' 28 I 4 2 10 18 16 i4 i2 i0 ,8 6 �4 .2 .0 8 16 4 2 0 8 6 4 2 <71"`Y. -,a,/ 0 0 I N -F' EXFR,_ n; 1- C Q i L/ 0 i,4 O C '3':%t.: r�' �. S W if N MLJ 0 0 I N . 1- C Q i � O C _"• , P O ' Z _ z � r Q �co�V D a _ J Of I O Q S m •�a�'W m 0 Z o a i 0 MLJ i 0 N . 1- U Q � O C _"• , P H Z 0 i MLJ J 0 N . 1- U Q � � H Z azo Q �co�V a _ Of Q O •�a�'W LU 0 Z o a Q LU W Z v a� �a V z� o (. V -J M Q 00 N 3 0 S Ln W a' >� wN �N w 2i J cf, > L3 Z p D- J � c> Q o� w � V� �m o� Q N 010 0 QQ O N D� O O r m 0 N 0 N . 1- U Q � � H Z azo �co�V a ;RW Q O •�a�'W LU Z o a LL LU W Z v a� �a o (. V -J M Q o N 3 0 S a' r m 0