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HomeMy WebLinkAbout1.2-6448 Ph 1 - 12SUMMARY OF IMPROVEMENTS INDEX OF SHEETS ABBREVIATIONS SHEET TITLE SHEET TITLE 1. TITLE SHEET 11. THE LORDS AVENUE 2. NOTES & SPECIFICATIONS 12. SEWER IMPROVEMENTS UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11. UNIT 12 TOTAL 6" SEWER UNE - 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 11. THE LORDS AVENUE 2. NOTES & SPECIFICATIONS 12. BLUEBELL PLACE & WILD RYE WAY 3. HUCKLEBERRY DRIVE w SPIREA STREET 4. LEMON LILY DRIVE ; PALE LILAC LANE 5. TRUMPETVINE PLACE 15." Z 6. BOTTLEBRUSH DRIVE 16. WHITE ALDER AVENUE (CONT.) 7. CONEFLOWER DRIVE 0 CONSTRUCT SEWER MANHOLE 8. CHECKERBLOOM DRIVE , CONSTRUCT SEWER CLEANOUT 9. BEACH ASTER DRIVE m � CONSTRUCT STORM DRAIN PER CITY STANDARDS 10. YELLOW LUPINE DRIVE CONSTRUCT STORM DRAIN CHAPARRAL MANHOLE TYPE 'A' PER C.Q.B. STD. S-7. MANON DRIVE STREBOR CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S-12. U a' AVENUE IHARVEST DRIVE SUNNYBANK AVENUE AVENUE V) RO�� W JOHNSON ROAD O� LL1 Z Lj Ld cr z O�C�s z z tY Cl EiLu BLACK HAWK j OLID U) 4 u) z AVENUE < TIATA AVENUE 0 > O U ILL �m z cD a Of S U STOCKDALE HWY LjW Lj �Q �, esu,,; :€apt. a � aLu PROJECT O �of SITE 0 va a tY G M O O O VICINITY MAP N.T.S. rL JOINT UTILITY TRENCH (L SEWER MAIN R 7' R 4' I TYP. 5, R 4' x,Y TYp WATERLINE FINISHED STREET m 3: r -GRADE d i 5' MIN. 60" 36" TYP. TO 7' MAX. OO TYP. o 19, MIN_1% MIN. ON DEEP SEWER, SLOPE LATERALS �� ` SET LATERAL PROVIDING PROPER TO LOT UNE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 5' MIN. TO 7' MAX. ESHEET NO. INDEX CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER & STORM DRAIN 'PLANS TRACT UNITS NOw 6414 1 THRU 1d 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 tae STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHA E CORRECTED DURING CONSTRUCTION. APPROVED BY. ROGER A. MCINTOSH R.C.E.' 33322 G 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. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 KEY MAP SCALE: 11"I � 'Ad -111z � D BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE LEG_ 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 ; PALE LILAC LANE 5. TRUMPETVINE PLACE 15." WHITE ALDER AVENUE 6. BOTTLEBRUSH DRIVE 16. WHITE ALDER AVENUE (CONT.) 7. CONEFLOWER DRIVE 0 CONSTRUCT SEWER MANHOLE 8. CHECKERBLOOM DRIVE , CONSTRUCT SEWER CLEANOUT 9. BEACH ASTER DRIVE m � CONSTRUCT STORM DRAIN PER CITY STANDARDS 10. YELLOW LUPINE DRIVE CONSTRUCT STORM DRAIN rL JOINT UTILITY TRENCH (L SEWER MAIN R 7' R 4' I TYP. 5, R 4' x,Y TYp WATERLINE FINISHED STREET m 3: r -GRADE d i 5' MIN. 60" 36" TYP. TO 7' MAX. OO TYP. o 19, MIN_1% MIN. ON DEEP SEWER, SLOPE LATERALS �� ` SET LATERAL PROVIDING PROPER TO LOT UNE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND LATERAL IS WITHIN REQUIRED UTILITY TRENCHES TOLERANCE. DETAIL TYPICAL SEWER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. 5' MIN. TO 7' MAX. ESHEET NO. INDEX CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER & STORM DRAIN 'PLANS TRACT UNITS NOw 6414 1 THRU 1d 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 tae STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHA E CORRECTED DURING CONSTRUCTION. APPROVED BY. ROGER A. MCINTOSH R.C.E.' 33322 G 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. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 KEY MAP SCALE: 11"I � 'Ad -111z � D BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE LEG_ Z ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION RAW RIGHT OF WAY - T.0 -m- 3 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION o CONSTRUCT SEWER PER CITY STANDARDS LLj 0 CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7, , CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. m � CONSTRUCT STORM DRAIN PER CITY STANDARDS Q 3 Z M 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.Q.B. STD. S-7. CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S-12. .a-Gqv9 eg I - I �, C) 0 V) K? F- 0') oCL'd�- z O I Q J uj Ld OCl 2 Ld c�0 CA LLI Q m 1. Z Q s IL �a W m>; Fl � m LL 2 LLJ 0 0 W o W Q LLj u� , m � Ciz Q 3 Z M cc I - c z V a' 00 V) Ld cr z EiLu u) Lu O U �m cD a U LjW Lj �Q aLu �of 0 0 G M O O O 1. Z Q s IL �a W CIO Fl � m LL 2 LLJ 0 0 W o W Q u� , m � Ciz Q 3 Z M cc I - c a' 1. w I� W � m LL 0 1. STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5 HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -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 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6% 8% 10% AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5, PVC PIPE INSTALLATION % MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL. BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 7. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 8. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE 'SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE .PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION; THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. 9, SEWER PIPE INSTALLATION fi SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. _. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED -,,-SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER, PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FlTTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 10. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE: LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. 12. i9i 14. 15. 17 SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 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 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS HI WITH RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED/JACKED PIP CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTUR MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SW -4 AND SW -5. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD D-14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ADJUST SURVEY MONUMENT ENCAS M�_F.NTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. .�• 4YY 8 P�l-la r � � s uj c V) O o �n = 5; U.1 w Ld No Q U �C6 C -Do cr_ U CC os Quj foC) Q M Q s UNIT 6 . II 20 c�Q 3 wo I! m QD 0 W J W two _o � YW tflp[ F- J I :-) mQ mJ O > 24 � m� J a 25 co to M it O J LL7� t- J :� O W l Mi 1N 0 JwN NZ f -W co \` p =W V) -i J I {"•-3 1 J uid�i'J J oD __j to wW Q � -0 p o� - COY MZ a t,() 19 cNitO �� `� +}t M 21 NN F, � ;� +X OW O O SEWER MANHOLE NO. 1 \\ �jsN t °' ►�-� o STA. 10+17.54, C.L. 4.33RT.= e N N dz 0; STA. 10+17.54, SEWWR C!T N fQ- CN �; STA. 19+11.08, SEWER NN v} Q° ¢t Ncn co 18 "<-% CO t cFnc�i> 17 PA N N N �. RON B.C. S75.18'37"E RAD./ er z - STA. 9+72.97 C.L. HUCKLEBERRY DR.= STA. 32+47.73, G.L. WHITE ALDER AVE. i OD tri 301 ���� 6 362— r 360 , i 358 356 �f 354 __.. } 352 i= t 35 4 348_._ 346 i 344 S t W: 340 i_­.__�_ 338 F 3366 i 334 vv� ; s 332 328 ; 1 J � I J 22;co 0 23c t"C6, xn + t ± I o CV UNIT UNIT 6 • 3 wo I! m QD 0 J W o y _o � YW tflp[ F- J I mJ O > 24 � m� J a 25 co to M it O J LL7� t- J :� O W z 0 1N 0 JwN NZ f -W co 9 p =W V) -i J I {"•-3 1 J uid�i'J J oD __j to t- m: I J z Q � -0 p o� - i CD ++ MOD � fw ` 27 W+ �oQ NN F, � 126' � p0 ++ dd` tN �im++2 10 f Ntn N t � t M t0 M Lu €nfn + ao C!T N fQ- CN t „�� n Q STA. 19+11.08, SEWER -' - 12+00 /'---.,`"'-• - ---.., 272 �r - LANDSCAPE o t E t LOT E N M 1 Q M 310 Evs301 29 3+00 388 - 18" DRAIN i98. WILD RYE WAY SEE SHEET 12 N 8" SEW 18 G_�,s- c9 °u((( - - - - -p/L t-= oo o i s civ co C14 04 N I e rn °�° `� 1Lq L0 civ -C,4 Of 1 c� t N co M t Lo d r,oz, Lq N N t tV N t N M (V t N !� O N t cV M AA —7 O LC/1�� f to 15 Z 0 M O N N d NoF'p t N rrr)) t M M 17 f 1 V tt ^ I Eb o zod N f ton -�- I f=� N X 24 ' 23t n o r- f N f X 18, ' 7$' ► aci 'n i t 22co f=JN ^ N19t + + � ` Z M 21' +2 e 30' z °p t d t d t i 1 LL��, o+ LnI I<rn� I c~ I HEFT i m � o+ N 2 � 28 � SOO°30'12"W RAD. q INTERSECTION N N STA. 14+59.55, C.L. HUCKLEBERRY DR.= UNIT STA. 12+98,01, C.L. WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ci < It UNIT • 3 wo m QD II J W _o � YW tflp[ F- J I mJ f co to IOti 1 M (nd �oou+i� 9 00 o t �-�- � W3G� 't W ce V) V 00 6 c000 xtip�rL"J CD M�ti �oQ +4VV 3`o �im++2 10 � co 230.80 SEWER MANHOLE NO. 5 + ao STA. 19+52.78, C.L. iO.61RL= - STA. 19+11.08, SEWER NN v} Q° ¢t Ncn co CO t cFnc�i> u~i - N N N �. N er z 18 G_�,s- c9 °u((( - - - - -p/L t-= oo o i s civ co C14 04 N I e rn °�° `� 1Lq L0 civ -C,4 Of 1 c� t N co M t Lo d r,oz, Lq N N t tV N t N M (V t N !� O N t cV M AA —7 O LC/1�� f to 15 Z 0 M O N N d NoF'p t N rrr)) t M M 17 f 1 V tt ^ I Eb o zod N f ton -�- I f=� N X 24 ' 23t n o r- f N f X 18, ' 7$' ► aci 'n i t 22co f=JN ^ N19t + + � ` Z M 21' +2 e 30' z °p t d t d t i 1 LL��, o+ LnI I<rn� I c~ I HEFT i m � o+ N 2 � 28 � SOO°30'12"W RAD. q INTERSECTION N N STA. 14+59.55, C.L. HUCKLEBERRY DR.= UNIT STA. 12+98,01, C.L. WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ci < It • wo m QD mslt % W _o � YW W mJ f co to r` d7 U W V>T tri S (nd �oou+i� 9 00 o t �-�- � .�. W ce V) V xtip�rL"J 10 _ \ 230.80 SEWER MANHOLE NO. 5 ao STA. 19+52.78, C.L. iO.61RL= STA. 19+11.08, SEWER INTERSECTION E.0 N89',04'39"W RAD. o t STA. 19+52.78, C.L. HUCKLEBERRY DR.= STA. 18+86.36, G.L. SPIREA ST. fQ11 v� +14QQ t 18' I 1 30' oa SpREA A3 WE INSTALL 198.77 LF OF 18' RG! -RCP 0 0.11% ------------ 1362 c5 1 , r 1 ■ , , 0 00 W RO I y I J ; ; � � _.S_ `t' _ ' U , ; s i �M i - , f I z ! z "1358 ; 0. r t.. <`rt d i +M I 9 I t ��y LL'J M _ fY # i 1 ; • i s __i E i cqw ~ i , r P 0 56 ( ! m fy �W GRADE X0 CEN MUNE �... i ; t ; � iivisH 3 o r 1 5 � O �• A ;,,--,-.-,-----.',APPROXIMATE _FINISHED__ _... __ __. _ _. __ _. ____,._- 0• E ;GRADE 0 CENTERLINE ; q - - - - - - - - - - ~354 ------ ------ -- ;2• - - - - - � i■ i - , - : ; ; 2 r , _j 1 T� , i i 4 1- � _ ;_ .350 • 30 INVERT 18 IN VER DRAIN " ' E _j I'4 1 I { r i '346 i , 't ; t ^ r s t I ; Y t ' i y I i i i r i , ;S s t t r I r • t .t ------------- j i i ; { { 's f 1 w r t f ` i t 1 d t i t t r t I I , 1 t f s 1 , T : t INVE 8" SEWS •1 E338 t t r i ; 1 , t , R R �_t..___..____-,.L..___ E :EYtE •i ' 1 . — i S � � -336 • i ^ I ti i 1 : t i , , i i INVERT 8 SEWER - -- - - ttF� i 3 3 INVERT 8 RJ € 3 M f VER S WE V` t1) E N R iUJ I i O R 1 1 0 { W L I :V _ z __ / _ L , i i t r^ 1 - - 'z3W - - --? - ,-._. _._.___ .z. ,,,,y...___ O nasi.. w 2 Ucn J 000000 -' { UO O MM ; rit O i C> 33 Z VOOI- O (Om t i c , t �> ! d MMM i ! �� t-[..1!La i I'7 ; WW'3 �W o �w d c < a •-ter t � �W , , 4 1 r Q�> .q ; + � + � � �W -_. ,_ ._.. - ._-_._ j J �!> _— 1 JJ zz I �> LJWW �Z 328 : — ; z t i .__-_ i cn3 LF -OF _,SEWSR_ c3�«_(NS raLL,_ 212.6_4_ LF flF _$E S _?35�iNSrALi-2138 A,i23_----- -....... i _.__.._._ Ii'��T$t�•'23S.o0 cf QF.�`on _,. SEWER, -"._357' ._ }_ _ �326 , 7 i � c ----------- __._____-:----___.._.__.-__.._..___._.____.,,_.__;_,,..__..-.-._:324 10 11 12 13 14 15 16 17 18 19 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 35.5, 9 T.o.h - TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S -CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER G CONSTRUCT SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. CONSTRUCT SEWER CLEANOUT 2 © - SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE W 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. la m QD C.D W S W ce ao v} _ Z F w er z �o W a U CT K V Of WW cixa- viLO Q Q S W Q_' 0 0 d M O 0 �!pp��� ��++ itUNIT 2 WHITE ALDER AVENUE o'''M z g Z Q BLUEBELL PLACE zm ,'_' SEE SHEET 16 -ton It. � to _j tri SEE SHEET 12 _ 0 3 SPIREA STREET 3Q' 30' t -� z ~ �FI _ Z 30' 30' J J o �� co tci� SEE SHEET 13 A J M W = J -1 = J 1- !-- F-- Jm O O z ! w GJ O O O O U t O O O i--- H ` I z w 2 I -I t I �� t o w M I z -tLu o 0 18 18' _ 18' 18' I cid-I ! , o t o ¢ 0 18 18' o o f o o civ o F �� o o ( o o o f 30 R 30' --- 13 1 , ! o 32 , 33 134 135 z " I 36 37 Q ` Q o o �o 1 0 - I ____ i ,uj _�-� I , coM w�¢Mt� r2 Ki r5 �Q ( I I k ci I o 1 38139 �cOn vaooh> ! 1¢000 2f d l /) oSooI i M ,� 1 I ( I I STORM DRAIN MANHOLE N4. 3 I + a+ cv cv a+ I Ltl I w o000 '' t` w adod r� j h 3 T h z tai ci d w I t O -� (n a0 M 03 <i" M s Cfl 00 ttl to O'S J C.fl { <L X61 !�, h o- , s d -s w O t[? ++ c0 a J I N STA 1QtO5.04 C.L. 5.40LT. w + + + + I tnN oa a� _ I s Q SLC r Cl' + + + N ,� I + h� N h Z �1 co W I / vQmQodo - F od o M +r + + + k c l t -ow F F 1 I i F t- f l i I i en4 z LDo `o r a+o � _j W I to tn2G1 cn cn d , , I rn cr> y o , ¢¢ i L d¢ I 1 INTERSECTION + 12 1 I 1- F r ¢ ! o ¢ t ¢ t ¢ ! Ft- w FF Fra- 1 1 1 oI w I 1 i ¢ cnv> d i v, cncn E ¢ I a vs Uxn F o cn cn vl i �z vel c~n c~n M k -M F- F a i Q ! z STA. 10#00.00 C.L. LEMON LILY DR.= loo - - --- STA. 29#65.52, WHITE ALDER AVE. I - _ - - _ _00 CATCH BASIN NO. 3 ! L L3 I .i STA. AL F.L. C.L. 5.0.54 ( L2 S8929'48"E 18" DR 270.34' oo I I 1 SEWER DROP MANHOLE NO. 9 NORMAL F.L. !`LEV.=354.54 17 - S 9'29'48"E 6" S R 175.00' S89'2848"E 5 8" R 16260' STA. 19"#55.61, C.L.4.33LT.= DEPRESSED F.L. ELEV.=350.37 14+oQ _ — 5+OG _ _ s - — — a+o — — — - -j I — — — — — — 3+ — } I sTa. 19+55.61, SEWER 4 S89'29'48 E 5 8" SEWER 5264.22' 89'29'48" s 6" SEWER o °O 5�1 264.22' 16+00 - — - 17+ 0 1 0 19+�00 j _ _ _ _ _ _ � I INTERSECTION � i Z a d- _ _ I v> a - -�- tt u - - - - `�'► - - - - _ _ _ _ _ I STA. 19#50.57, C.L. LEMON LILY DR.= C> ~ � m of a cr F a � u i T o i o o o -+ o 0 0 o t _ �t - ! i1,uI STA. 16#21.70, C.L. SPIREA STREET a 4 ,- i I ;n �Mo 0 0 o f o I o I a o t o I o I o 0 0 0 1 0 1 0 0 o N m 1 pMtr� I -�_ m i of 1 os I h o � M o 0 ! I=> O M N N N N O N �-7 N O I itT I Z �01t r M h �� zm N N d �� N I o M 1 1 ,o'� 1 ,a'� 1 po 0' ! w o I vwi I i ! I t8 18' I `p n d J` ��w ? z -' t-� 'm 31 M I z -' ' Z[j`j a v �c z I tj/r� _ _ O k- Z jJ n CV h N C>(n h 41 _1 N 4 1� (V o" 1 3 ( f - 3O' 34' ( 1 Z o Uww h ! M co d w rn to vF �r 1� cno I j I 1T� Z � 1 + ! N o ; ► + ! + o + 2 ! J + t 6 0 35 34 33 I �� a+ k t 1 z csics t I� `� I I t z 130' I 30 I F t t zw t I f I I ' m oo-I t I 30 30 I Z -'w "�I�w t¢- '�- ~ v~i c+v+ v~i o 0o F ¢ ¢ M + ¢ 18' 18' S + �n Cn N N F- g ++ F- Q a c 1$' 18' c>cn �Qw w o u' vl cn tcl� al 1 ! U) cFn v'_i cn 1 WHITE ALDER AVENUE v;� Q 4r_ BUTTERCUP PLACE SEE SHEET 16 a a'a.d4 � �OOw 9 � cn(n M Mo Lu �� SPIREA STREET � ma) (nZa (ll (n(n r r- N CNtn cl ,rn z �� U N t F 2 SEE SHEET 13 w t1NIT 6 I�1 [ 362 360 358 356 354 352 350 348 346 344 342 340 338 336. 334 332 330 328 326 L\e A t t n? Alt t C F1C LEMON LILY DRIVE' (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362 i I ' ' 35 _ ------.-.=-_---._._...a.-_..___-._-r---------;-._.._.._.____.__.______---._,___._.-.___,__-__..._,__A.PPRe<X1MAIT-FCIISH1�___._...__.._ ;_.,-._..._ ___......_.___._` i GRADE 0 CENTERLINE 356 0 ' 4 1 S ♦ t 1 + 35 I_ .. I 4 i i I , i E , -I'-- 346 INVERT 6" SEWEE — •................ • 344 INVERT 8" SEWER E i , i : f r , L f f ' S i t i i • -'340 i • 33 t f ' - ~ 33 i N t 00 i - Z w• �� F oh z U 880332 off___.__.-_- ---------__._ ____-----'_-____--_--___..__.__. z.____ _ __._.___ ._._._.�._.__ _.__. _,_-_ _-_..___,___ _. ___..-_ _._ •_ .w.l moi,. �tl�}t'M'T i +�> -: i 133 uj cn cnz ; `n 6)zz _.. __w 328 1NSTALE` [%{J: 1 F -O �Ei1�E " t§ Iii % ___.._ __ -__ _ 5 . _~_ ___ t ' T%LLL 1`61:$0-2`F_OP _8 T SEWER `o""O'3�F% _...__.. E . f t 13 14 15 16 17 18 19 LINE TABLE ,. _ w� LJK BEAMIG LENG7H SIZE TYPE L1 S89"18'37"E 23.42' 18" DRAIN L2 S89'37'14"E 33.82' 18" DRAIN L3 SOt'45'08"W 7.42' 18" DRAIN C4 SO1.45'D8"W 17.42' 1 18" 1 DRAIN L\e A t t n? Alt t C F1C LEMON LILY DRIVE' (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 362 i I ' ' 35 _ ------.-.=-_---._._...a.-_..___-._-r---------;-._.._.._.____.__.______---._,___._.-.___,__-__..._,__A.PPRe<X1MAIT-FCIISH1�___._...__.._ ;_.,-._..._ ___......_.___._` i GRADE 0 CENTERLINE 356 0 ' 4 1 S ♦ t 1 + 35 I_ .. I 4 i i I , i E , -I'-- 346 INVERT 6" SEWEE — •................ • 344 INVERT 8" SEWER E i , i : f r , L f f ' S i t i i • -'340 i • 33 t f ' - ~ 33 i N t 00 i - Z w• �� F oh z U 880332 off___.__.-_- ---------__._ ____-----'_-____--_--___..__.__. z.____ _ __._.___ ._._._.�._.__ _.__. _,_-_ _-_..___,___ _. ___..-_ _._ •_ .w.l moi,. �tl�}t'M'T i +�> -: i 133 uj cn cnz ; `n 6)zz _.. __w 328 1NSTALE` [%{J: 1 F -O �Ei1�E " t§ Iii % ___.._ __ -__ _ 5 . _~_ ___ t ' T%LLL 1`61:$0-2`F_OP _8 T SEWER `o""O'3�F% _...__.. E . f t 13 14 15 16 17 18 19 LEGEND: ,. _ w� ABBREVIATIONS 366 {.__ ..____ ._..,.__.__._._.__ _-._____._._,..._...._____.. _..._____._.____.__._'o 366 Q i i 1 INSTALL 7.42 ,� 1t e� INSTALL 17.42' LF OF SD STORM DRAIN LF OF 364x.-R:Y39� _ _ 1 18" GJ -RCP 0.11 % -__._.--_.___.__.__s____. _ ._._ S 364 CD CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING 362'!' ELEV ELEVATION 1362 RIGHT OF WAY Q a TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION co i SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER . CONSTRUCT SEWER MANHOLE A _i IAP30CZ 360360 � _ _ _ _ _ ® CONSTRUCT SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS wZ ZMM N O MANHOLE TYPE 'A' PER C.Q.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD- D-14. C-D CS 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. `.__.-_..__.._`�'..Z O J.r_.. J Z i co fit`--....._Q'� ! BMW � � � Vo w Q � Z ¢emu, i 1 356 — T 4 C{jef) to -t�(tlea74-t� i 356 =ja i I F O��w •rd �—Y F a��-�'ff.� � t 3�5^C4= 354 w Fcn>zQza U) V)z zzaow w�- 3521-.__—._k-. _...__,._._..-..{-_....__ -_ ..�... _-.___ ..._i-._....__._...__.' --•,---- W2 lt! 1 cr 350 i 00 r 348 348 5;LLA Z H Ld , t Cf LLJ { } ' 1 ;_.- p ' t Q $ U . { cD Q NVERT ?187 DRAIN ' - i- ;$ S �_ uj Lsy} _-_. w _.. ___.___ ._. _._____ - - - 342 $x-sEvgElr — _ 342 CL t'S-1 � i INV. ELEV. 34221 i ; 30 0 m 0 p M o SEC11ON A SCALE: 1" = 50' HORt2. 4 I" = 5' VERT. LEGEND: ABBREVIATIONS CL CENTERUNE INV INVERT SD STORM DRAIN MH MANHOLE CD CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 35�• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 5—CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. � _ _ _ _ _ ® CONSTRUCT SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' MANHOLE TYPE 'A' PER C.Q.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD- D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. ll)--GVyv pNI-12 2 WHITE ALDER AVENUE SEE SHEET 16 11 zn' 11 1 vy 1 I o — 0 3 I' tlQ I o I z 45 SEWER DROP MANHOLE NO. 10z I o t STA. 9+95.04, C.L. 5.00LT.= r °° 246.84' STA. 9+95.04, SEWER 1 I. ( i M t U S 6' S R - 100 - q INTERSECTION I r N0 STA, 10+00.00, C.L. TRUMPETVINE PL.= Ld STA. 26+85.51, C.L. WHITE ALDEN AVE. — 4 t r O IZ H 0 I o — 0 I tlQ t t 45 O I o t ti 246.84' i ( i M t U S 6' S R - 100 - r z N0 J I Ld ' Q t- U N I T — II o T tlQ Islt t O I o t ti 246.84' i ( i M t U S 6' S R - 100 - r z N0 ,0'� Ld �� 25 �o ,$' O ~ 0 H 0 �-C 0 F'- o H o J2' z �s 40 ~i I ! (n(nn 0 tt7W I- o I C> 44 ~' 1 43 Z ; o —F� �� 42 41 �� 10 O Q M� o j- O -S j �� o �o M� z tJ ��, I tY 0000 [ o m W En t= ai6i t1l 2G c M I I y Q ooao d' d• � ¢ 0O a;ri M 0 �o ro"' �c0 O r7 Q NN 316 d" N m i-, ++ - N O j U ++ c[�z,.! �N d+'N oD�r O` �� ++ c�fl + + NN + + r Miry 18' 118' 1+% ter- d•st 11 I tt I I— _L _ ! to +q -I., -C ¢ t V;tn I- I ;5;� t/S tntn a z NN Q oo Itn tntn j t 1_ S89'29'48"E 1 8" SEWER I S 11+100 'v,``` r — o o T S89'29'48"E Islt t O I o t 18' 246.84' i 3 e[Q I i M t U S 6' S R - 100 - r z d ,0'� Ld 1 18' ,$' O 12 0Q SEWER MANHOLE I 1-.30!--1 ZO , tt 30' t i �'{{ + M 34 t 35 + t 15+00 - ! (n(nn 0 EXISTING t 4 --.-_-�--- -�_ �- WHITE ALDER AVENUE SEE SHEET 16 364 + 3 f i k 362 O 360 r ____ ( W i WZ J l A A t O 358_.._~-.�z ._.__ oN 1 a c?r�� _ tl OMiry 356 i 0 >; >: 354ui 352 350 4�--- a I 348_ { 346' 4 { I f F i t I 3 I F 342 I € S { 1 { 338 i i { 336 ;1`0 27 LINE TABLE LK BUMC ItFNG�H L1 S89'29'48"E 100.00' I Q �) 1$' 18' 246.84' �djl 3 e[Q I a �j + U S 6' S R - 100 - LOT p vin ( l I� O ++� 14+00 -•-S89'29'4 'E S 6" SEWER JUNCTION BOX Qa t 12 0Q SEWER MANHOLE 1 - - �+ - - - 15+00 - ! (n(nn c l Z1 EXISTING t 4 --.-_-�--- -�_ �- -- La, t TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS lY tY ® [ A W / Qf CONSTRUCT SEWER CLEANOUT 1 LL c M I I O M I C i ( t p M� OI to ® C.O M I CD O t InWj 316 3700 3 3� CONSTRUCT CATCH BASIN z+ 24 � � 23 � I �' 18' 118' I z cn rn 30' 30' a f a ~ v~i co v~i cn I Av~i 1 v TAHAMA WAY LINE TABLE LK BUMC ItFNG�H L1 S89'29'48"E 100.00' UNIT 7 ?' 30' `- 'I i o Z 18 0o W28I .� 3 I M o l CL I Q �) 1$' 18' + Coco �djl 3 e[Q I a �j + ui LOT p vin ( l I� O ++� N Ml - r It U 1 �t �6 I T c. 0 SPIREA STREET Z o CFF SI-tFFT 11 O 00 t Z J� .....�'....�... Z9: "' �j 3 1 Q �N 30 30 I LANDSCAPE m .� 3 CL CENTERLINE zg� ( 1$' 18' I SD a O + a �j + r N + LOT p vin ( l I� O ++� N I I JB JUNCTION BOX Qa t SMH SEWER MANHOLE 1 SCO SEWER CLEANOUT t ! (n(nn c l Z1 EXISTING t 4 --.-_-�--- -�_ �- -- La, t TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S89'29'48"E I I INTERSECTION t S 300.00 ... I STA, 19+50.57, C.L. TRUMPETVINE PL.= _ 19+1.00 - r STA. 13+41.69, C.L. SPIREA STREET 15 T— - T + � I .J O 00 �a c1:31I O I O I o i o I a ( w I aiI r7 I ) I r7 t M I 1 16 gw m22121 (D20 119 ^ 18 � za a� f f5? U")f + k + k f + f + < Z i lrm I c4 I ^ I I °° f 00 i -' t8, I 18, } o o00 lc!o SPIREA STREET o0co SEE SHEET 13 +o TRUMPETVINE PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ,364 INSTALL 230.12`, LF OF 66 SEWER @ 1.00% 4 t .---------- - - -- - - - - - -F- _ ..o-_ _.U„ _ __-- 2 , € " � � YNSTALL 100:0 LF � � • 1J � INSTALL 246.84 LF OF 8 SEWER; Q.95� i { 6" (SEWER �i 1.00% , N 1 W A i d i t t t i t [ A A O € t ' t i __.-_,1._. __,» —.�.. _ ... �.._ ._, _ , 'r [ i' ate• t .4 t L 2600 36 Co aI ? �jrnco cjrn€ D { O i a 4 i t z i i Z J� ` VW ? w r � j i , �t i ;:E { .. __ ..__ _LLJ C14 _ 4 , o.- � �� -�- .S --_f �M� �_,_ _ t , o0gryrh W ,�; i �� Q i m +WW Lo F r _ } z �, ; ; } —! �i Sa +�? mI tDJJ .a YL' WWW, t , + v €�f 1. _ . .- ._J. L�.n ,,,__.._..___ f � -. _. _,_ ._-,_ —__.. ..,_ ,.__._. _ .. _ € { �t www APP2E?XIMhTE; FINESHE .}...i_._ w GR �> _ IQ-�Z ; ADE CENTERLINE a 4 i t � I.- �i cn__ — , I APPROXIMATE RN S' _ I w I— I Q Z — — (n tn_ — ____._.__...-,_ GRAUE; � CEi�t cn cn?_ � - _T.. - - - - - - =� - - - - - - '354 y t --- -- 3 1 35,3 i ar T.0 { t � € R":66-04 f: : : t `1 t I { r ; : . M + -1350 I 7 , i f s i t f f • + f i t - • i i i ; i ."."`"'� --i- - _ i , s ' s._.__ '_.�.. " r �,�-------�^• - 1 € "- i IFIVER'.?T' -6"_SE...._.'...____.._.,_._,.__..._._- � 346 ' N RT 18 FAIN SE € R � �_ T'6" WE { i j �� -'INVERT-,-8--JCFSE.__ `—�w�...""�-�•- i { INVERT 8" SEWER t z 1 i s f I I { F 3 f a i i , t f i i a 3 ` ; + i r 12 13 14 15 16 17 18 19 20 LEGEND: C7 C9 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 La, 3519 1 Q-A" TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE A TYPE "A' PER C.O.B. STD. SW -4. © CONSTRUCT SEWER CLEANOUT 2 SHEET IYIiERE SECTION IS SHOHN 0= PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE W 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. Z C7 C9 w uj Co La, 0= � Z � EEI (ifUJ z CLm V) UJ 0 v a O O V La in 0 QO W :CS O (D O Q o a W w iR => op; �N N wo I•--' U ov) U fEt nUi Ko OD N V U a (n Iii �N U N I T 7� LO 00 Ct 34 NCE ALDER AVENUE ~-o co r m� N I T C> SEE SHEET }g ax In z o -FNn 0 0 "�"' w o TAHAMA WAY ;n Z J I+Mj 1L� ! 3Q' 30` OJ J J ~ �M> O 'o 1- � , E- !-- 6 C) O 1 o z.i t 18 18' i o o o o z-I�W� z,3c' c0 3Q 30' a ! o�-i�zm. J u U N IT 1 z i-� '� 1� U N t cr z t t �* t <+ i .4. z O� ! d t �r 1$' 18' -It' o }-, } 0y o o p -i Ae < -i I t I -i n F <t vv tr ¢ it _. __ d z N, � I W l I °_° 33 3 3 Q �w1i' Z °° 29 ' 28 I �' I �� i o N� I o o ta>QO ( co O lit O (11 CD In JQ ¢ xn .- M ;. I O M Otr'i in J M� ¢ Q wzo � � + + ` ao QX> t + � to k 0 � = + V) C civ 0) `9L- Mj[ti 0�° � o La �`�o � 4 ( C6 -'w� i z J a~�i vi3<- co W N 0s?o) I Q O + h- TQN + •�" k tet• + ++ GAN ( 3< Ct 0o c>r cox Z 1 t w �'-- N M� <t. z N a: rn o 00 t w °� t I_= 1 0 - M �� It mz rn w Q¢ t 1`nn w i 1 . U -ce O¢ cv i I'' : f_ oc�i M co w I- a t I �¢ moc ! i -,n o rn - In- + "i w M -n a man W f-1- Q ¢ I ! 1 -OW 1 r H 1 N NN O \ t-- I¢- ¢ NZ� N N H �M Z F¢--� i ¢ C.i 1�- i ? QQ a0 1 + M �' = dd' N 1 00 F- d wsai ZW OQ Nr. co _ _ _ N j -I_ N N NZ , NZ ; N �-� � ^ tcp) z � Qas 2 f -j y mQ ,6- SPIREA STREET NN Q Q 0000 f.C) N ,� N Ouj / S44"17 f4 E 56.36 - - ` - - - - - - - - _ _ _ _ _ N Imo- n fri i � ,. _iN N r; t cDc+p o I i �' r c� v N o J SEE SHEET 13 1 8 SEWER -r -- N w N I F¢_F¢ ^ I Fcn6 N r N i -x-' � Uw UN ---- ' s I N NN Q t ct N I O .-:._ M 0 oIA' TOS r'").- S89.29'48"E 18" DRAIN 001)"', 0 ... S89'2610 18' DRAIN I- M � } .- U �N z orncnot I _ '33"E 36n DRAIN ' 156.1 - _ _ _ _ -t _ - - - _ 299.17' 1 - `" ¢ + °0 w x6.6 m � 6aui I < ++I - f- L1 t - - ---}- -�� 00 J- N ¢ ct:�+�+ 4 � oo� Q'a' INTERSECTION P.C.C. S8904'39"E RAD. LANDSCAPE I 589.29'48"E S 8n SEWER S 14+00 � c6 cn i Z �-- + z Q� �� STA. 19+87.62 C.L. BOTtLEBRl1SFI DR.= 250.01' - I 6 SEWER } 1 6" SEWER L3 8' SEWER 1 N 1 - a d 1-1_ S7 �,- K/) N I STA. 10+56.19, C.L. SPiREA ST. - - - - - - - - _ _ ,�3gryf 0 S7820 p4•� - NN ¢ NN i _ 11 I L 5 o a N '� x . i 11 % 1"ca 11 11 11 it 11 _ - 8" S N- �' c�F, C - z z I i� � o � t 0 w 1- o` w I- I_ y "�- - 18" [? 1$ ! - W I / x o z o Qz Z- 0d w a 7 x � W i R,aiiy f0© s 2 , �h• S� - a: --j w0 W O7 Ih 2J -'per �0? MO S>- dO co O_ i- ^ _`-- -- - - - - E1D Q N z J ui- !!! ��„JJ N �.t ter cnQ }x ,�=i N 7: © ` ( , = f z .;1 ! 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C. , 9 N06'56'56"E... / •,96', x�o SFt1FR $SRT zt- 18" DRAIN 20.68' •->r �, moo, . L� 9 �I \ ds Z rr"'_ 4c BOTTLEBRUSH DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL co 321.91 ' ' I 0 i � s�If SQA 119 Z. C. , 9 N06'56'56"E... / •,96', x�o SFt1FR $SRT zt- 18" DRAIN 20.68' •->r �, moo, . L� 9 �I \ ds 364 I ,- , �._.___ , ________, �._ r-._._._____, _;__._____,-_______.__-,_,__,_ ____-_T._-_,___.___-�,_�._-__-- __.--- . ____..--_ _ ...___,_.-_ -_ ...,_ -.. --.----------------._.. ,_._,.._.........,�-__.. ___,_--._....___--_-- _ --_ - . -,-'-,.--,,--.1--. } _,. ,M___._ i ii , F _ _ -- -_ .... 3 , F i .. f,. i~ .-5--__... ,____ _ ._.-_ _ _ _.--.__ __..___,..., ___ i , I : ' # ' i s # INSTAL4J 156.16 t. OF 36"r RGJ-RCS' 1.68 # { ;INSTALL` 292.86 fiF OF f8' RG,! -RCTs 0.1f i I f __,.._-._ -___ _______._�__,____.-,__,--_-_..-__-_.____.--,.,__..._....--_.._-__.____,_.,-_-.__ ___,-.___.,.._.._ _,_,.__._,_-_..,,__,_ _._._ __.,---- INSTALL 299.17 LF OF 18" RGJ=RCP 086% 362 1 ____ t______._._ ._..._.__-...___ -_._,_ ..__,_--_._,.-_,-.__.__- _____..__-.._-_.-.-- ------ __ ___., ___._ _-_ - _, ALL 21.91 ;OF RCP ®0.23% -_-__._--._ - _-_.____, -. _ _, m _. ____.__. __.____----_---- -- ___. _,_.__-__ --- -- - _- i 1 } 3 t i } ? I i i ! t { } } -s .. ___ - ---- ------ - - - '- - - __ _ ____.t__._.-362 _. __."--„_-`-- .------.,- _- -mi. - _ --___, _._..._ ..___....._.._.. 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Z i i W *- J d j (J1� K 3341 ©� -+ - 1_.,_-_ _ • _i �� _ _____. __-____________.-_.____ ____.__ mM_,________-___ +� �1 _.___. ,__._____ _ __w,_._ W ,�, w 34 i z OOc67 , I �d �� z ?, pQ ON - - - ------ - - --- - - n" i 3 , : I J 9n"s ` Q Uhtp 1 j •s # i = MMM ` Q ,Pr) Z LOM o:d-+ _ .i _ _ O d� - _ -. ..i.__...__.,___..,.1.-_._.-. _. _-__ ___._.__.. _ _._. _.,____._ ._.___..__._ _.�. _ J s n ! i , , i i r t 0000 € ; Z - _ Q MMM 2 - �•,e's._.___-.,-_-i_--'a SLS:: i s i ; # i I 0 csiMM I epOCD ! } I i k Q oho W M - W d' Z c ` Z = ao�- _._�,_.._-_�___..._-__._ 334 $ SEWER t i I i # 3 I t ! _ lAd , >�> 1 V > i } J O Q to M, MM Y{ 3 l } e� 7 00 CA fttMM i ct r7M 1 +Www I w v + +»> > z 40 a___JN1[._;ELEV__,3-4'-72._-_,_,_,_____..___..s 332[. I t i ' , 't Z -- i ! _ N M W WEaJW + � O Q to a, ,_.,_._._,:_-.-.,a-...-. , .�yj,..__„_-c-p 5t __ -..f_.._.,._,--.__.__.,-----`--._._.--.._.-_._._.,_..,...< _-I-, i-_ .1-.-_ ..3.-;.l _, + e,l._ __._.__.__ _-- �n eA W » 1 J'►V 1 I i 77 t 1 Q>» EY 0099 ' i i } i l , WWW i-'Cz w -"'-t'- -fY - --- WWW--'----- --_.__.#__,. _.. __..._ . ��- - -- __-__..__j..,--.-'--_ ! --.._..... _. --------- �. _ .} # �, I W iii 2 j # I I ? # ci�l jl j a._x > i i # w tom-»> W 1�> i W �> Q»> w .�.. _ - '33 I j s �Wi } } t ; , i W t�x i F Z Z Z W x- > _ i � i i i i I ; i N N_-- N _ N NZ y> Nzzz INSTALL 125.44 '-z338 a» <> 338 __,_...... _s __" i-_._...___..__.. ,__._._,_ ± ��i.Et N LF QF , _______... _, _- __ - U__., _,_ ____ __ w. _ _, i 3301 } - - ___ --- - - - --- - ------_.,_.,---- - ----------- _--'-- r -- - i I j i i I W 01'• •-! w �;k; -I- i , i _____ _.f_.., . e _ __vE _ _ __ . -._ ..- _ _ __ __ _. ____..,-__ ___ _ _ _ 'h �+. " j N NZ_ N NZZ i i i N'�-- i N N? y`• i i i NSSTALL-2Z-,k69-L:E OF -;8' -5E 5% ------- _.. j ! ! ; I i INST 'L 2sO.Q1, 5x i -- 330 # I LF OF 81 SEWER 0.3 INTALL I �'�0.3 i # 5a:oa LF of 1 e3 __i 328 _____,_.__,_-_.___.-- ,______.-_-_;___-_._._�_-___m_ i __._._-i-____,.--.,_--___.___-.._,___r �:_.__-__»_______ .-__-____._ ___._._� ____ __ - I----- ___.._._,______-__.__-.____ ,____�-_., -. _,___._ _-___.A___. _,___...__._:_.____._-.-_, 336 I I s I s1= 1 aQ ;_-_, ..._-,..--_ _'--- '--------'---.- , --_'-' " ._-- -- - -- E A - - --_-----__-_ r'_- -- -- - - - ---- INSTALL 64.54 of i i ( I i i INSTALL 56.36 I OF ! i E } -------._._. _.._._-'---.---_. -__.-- Y __.___,.._.._ _._, __±------ 8" SESi __ Q36 __I..-_. i ; 8' SEWER aar j i I i i i - 328 SEC11ONV A i '} i , , 326 __...._ . _ _-_., 4____. i 1.- -_, ---- -.__, _ ._ -- -- -- -- ----_ ,__ .___._ _..- _,.--- - SCALE.• f - -- - 17-- ------- - ____ - -- _ '.---- _ _ ' -- _._._ . ------ -, I , 50` HQRI2. 6 __.�. ---v ___ ._.__.....�.,--.-._ _,__...__..__.�__ ..._.___ _.�_- _ ___-_ 326 1" = 5' VERT. 11 12 13 14 15 16 18 19 20 LEGEND: . ABBREVIATIONS . CL CENTERLINE INV INVERT SD STORM DRAIN - MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RiGHT OF WAY �• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER CONSTRUCT SEWER MANHOLE � - - - - A TYPE "A" PER C.Q.B. STD. SW -4. © CONSTRUCT SEWER CLEANOUT 2 PER C.O.B. STD. SW -6. SHEET MERE SECTION IS SHON�IF CONSTRUCT STORM DRAIN PER CITY STANDARDS Ii ® CONSTRUCT 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 �r CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED• TYPE 'A" PER C.O.B. STD. D-14. .6 rn O M i- 63 � :5 "o - o zC) w by �o z I Q J W V 00 _j- 0 IL to ,©�v w Y Q m M tr) 0 00 o U 00 0 0 Z 0 0 > w Y U ir An U V Q** 7 b/I i ,s 1> v C-)6 Iii 0 }C-5a,M� Z rr"'_ 4c C -)a ,� `51 1- U m��MM = zz� ;-q of (r � O " .-, x 2� \ 5' 5> <p o o � � o � ,� a \ U /0 0 Im ''t (Z.) �`.� 5-- V in ct 23' 6 23' ° 4 w e K O Q m 1 V1 z �,1 6 35' 35` Q F . w z - V) Axa}.- GUI?©M �- Q Ti cj z a c"i" tt ii z M W SNE Z ->J d �� a + UNIT 1 CWL. C>WW a1cc uj 00 W 0 M J -< � m�� co .L� o U Mori i NN � �QN v) U W �ry� j(''�� V Y ¢ 364 I ,- , �._.___ , ________, �._ r-._._._____, _;__._____,-_______.__-,_,__,_ ____-_T._-_,___.___-�,_�._-__-- __.--- . ____..--_ _ ...___,_.-_ -_ ...,_ -.. --.----------------._.. ,_._,.._.........,�-__.. ___,_--._....___--_-- _ --_ - . -,-'-,.--,,--.1--. } _,. ,M___._ i ii , F _ _ -- -_ .... 3 , F i .. f,. i~ .-5--__... ,____ _ ._.-_ _ _ _.--.__ __..___,..., ___ i , I : ' # ' i s # INSTAL4J 156.16 t. OF 36"r RGJ-RCS' 1.68 # { ;INSTALL` 292.86 fiF OF f8' RG,! -RCTs 0.1f i I f __,.._-._ -___ _______._�__,____.-,__,--_-_..-__-_.____.--,.,__..._....--_.._-__.____,_.,-_-.__ ___,-.___.,.._.._ _,_,.__._,_-_..,,__,_ _._._ __.,---- INSTALL 299.17 LF OF 18" RGJ=RCP 086% 362 1 ____ t______._._ ._..._.__-...___ -_._,_ ..__,_--_._,.-_,-.__.__- _____..__-.._-_.-.-- ------ __ ___., ___._ _-_ - _, ALL 21.91 ;OF RCP ®0.23% -_-__._--._ - _-_.____, -. _ _, m _. ____.__. __.____----_---- -- ___. _,_.__-__ --- -- - _- i 1 } 3 t i } ? I i i ! t { } } -s .. ___ - ---- ------ - - - '- - - __ _ ____.t__._.-362 _. __."--„_-`-- .------.,- _- -mi. - _ --___, _._..._ ..___....._.._.. 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V) NZZo I3 ✓- -a-' RLxil1 . i D } i , i I I iN RT 18 RA __,_,. _ _.__ ' • I ! i i i : f i " t - - C ;346 _..-,..,--_� _-.-_.___-_.,_______ _,_.__,__,,_.____-__ _ I _»..._ } „ _ . -_ __ � 352 } _t 352 a _ 344 __ ___,__ __._._ _ __ __-_ .- I r , i t ' i i i a t ; _ --•-_.--- - ---- -- - - - - -------- - ---- - -- ----- ---- I i `•` ' ,,..,---"'"'; INVERT 18 DRAIN -`344 + '.- i - i f 2 { i i + ` i i I r INVERT �'� --1--- . 350 s` ._._.-_., i' _ - _ ... _ _ _.-...._._......_ ..v-.._.._._.. ___- ...-,__,...-,._ __,,...,,�_._ , i , i .. _ __._ -_._- I `i 35Q 342 p }{ 7ry� r �Fx� -,__ _ _-.__-- _....__, _�___ _ - _____ ' OQI I Vx J P11f f n } i _ 3- _{'• i , y 'Y _ -- _ .._.._,_ .._ '-:u ._i-__. __ - _ __ _ _. _.. .___._--.. _ ._._.., _ _ "'-+r���. f i I F i INVERT 36 DR IN i , b �EWtR , - - ---- - - -. i [ i i i - ; "#'�. :INVERT SEW, - -- - - - _.i - - - # i ELEV. 340.75 I ..T-- • � # 8' R , '342 i , , IN 8 i i INVERT i ! i 7LRT _ .__,..r-_ SEWER __._. _ _ i ��p 348 t £ i i ''s� i .__..._. _ I Z } 1N T $ i i __ _ ___,. _..- __,._._._- ...._._._.. ___w-- SE 1348 340 3 r-- --_. _, ...-_ _-_ _._-. _ r- ___.___ - _ _ _ _ _ _-._ _._ -- t 4 r I ' ! i ! i i ! t ! i : 1, # # - - - - - ---- -- '- - --__ _. _...---'--L- --- - - ------ ---- ' _ I - t4 , ; ' i { } t i ! i : i i I ! i < I I - - - '._,-_-___.--"- _- -...,- "._ _____----..-.__„__1N�RT..__. i I I , F ' i r i t , ' 1 } F ` i F i i v i { 1 i i ' # I i s } . i i 8 EWER 3 ___ --_ + ...____._ _'- _.__._.r __.._._---- _-__._,._ _ } _ s !� 46 , , ; - _ -__ _. ____ _.., _ _,_.,__-__ ..,._._..__.__--_ _._..,.._.__..._ _,--.,-.._ ___..___._____._ w___.___�__.._..____,__,..___...__. ,__..__._.______.___ _ __ _,_ ___ # 46 338 - _ -- _ --'- - -'---------'---_._ ----- - ------ ------' - w t i t } t i } - - --------_. ..__._.._.-----'---,- - --- --- , _, i !3 i } i i - -- - -- -- - - --- "-.- --'-- I I y - _p � i I ; } : ` t i i t f i i , } i 4 N 1 00 ' ..'4 __ t t i I 4 i i i i 3: Yt i 3 i i - ., _ _ _ , a -_,_-_.._-_.... __�__, _._, ._.,.____ _ .__.-_..___.----__-------_,.-_,..._, ----------__, -. --- .__,--_�._ ._ __._ ___._.._._. w e,J -I - y338 { j- 344 W� I i E i i s i i W Z , i Y Y c`c: c .-__t_� .._r... ____._. _ __.___ .._ __.-._ _. _ . .-_ _.,__, _;._-.___.._ _ _ _Z._ _ ___�_-_ _ _ _ _ ____ _-- _ ____ __ _ ._____.... -- ---- _ _ = t - i' F j 3 ' ' i • i ; ° o co ^_"�_ - . - - ---- - - -- - -- - - - - -----� --- ... __..,_ __-._..-- - - ---__...._ _ ,_..__..,,-_>._ i t a i i I t s i i W W. i , I Z J J Z J - (A O •00 _ -----4- ___ -L1-1;__-_.. _ _'-_ _-_ _1"" i i i O i oaaa O - i i W U f- CUN x- CJS Ud•-- Z _joo I � 60 "1336 # 1 i :0bab cor-r� o bi Orno �^ z cd. 3421-___-_.-„__._w,.- __ i _.___ i ._ _ _._,_._r _i_--_,_.-. Z i i W *- J d j (J1� K 3341 ©� -+ - 1_.,_-_ _ • _i �� _ _____. __-____________.-_.____ ____.__ mM_,________-___ +� �1 _.___. ,__._____ _ __w,_._ W ,�, w 34 i z OOc67 , I �d �� z ?, pQ ON - - - ------ - - --- - - n" i 3 , : I J 9n"s ` Q Uhtp 1 j •s # i = MMM ` Q ,Pr) Z LOM o:d-+ _ .i _ _ O d� - _ -. ..i.__...__.,___..,.1.-_._.-. _. _-__ ___._.__.. _ _._. _.,____._ ._.___..__._ _.�. _ J s n ! i , , i i r t 0000 € ; Z - _ Q MMM 2 - �•,e's._.___-.,-_-i_--'a SLS:: i s i ; # i I 0 csiMM I epOCD ! } I i k Q oho W M - W d' Z c ` Z = ao�- _._�,_.._-_�___..._-__._ 334 $ SEWER t i I i # 3 I t ! _ lAd , >�> 1 V > i } J O Q to M, MM Y{ 3 l } e� 7 00 CA fttMM i ct r7M 1 +Www I w v + +»> > z 40 a___JN1[._;ELEV__,3-4'-72._-_,_,_,_____..___..s 332[. I t i ' , 't Z -- i ! _ N M W WEaJW + � O Q to a, ,_.,_._._,:_-.-.,a-...-. , .�yj,..__„_-c-p 5t __ -..f_.._.,._,--.__.__.,-----`--._._.--.._.-_._._.,_..,...< _-I-, i-_ .1-.-_ ..3.-;.l _, + e,l._ __._.__.__ _-- �n eA W » 1 J'►V 1 I i 77 t 1 Q>» EY 0099 ' i i } i l , WWW i-'Cz w -"'-t'- -fY - --- WWW--'----- --_.__.#__,. _.. __..._ . ��- - -- __-__..__j..,--.-'--_ ! --.._..... _. --------- �. _ .} # �, I W iii 2 j # I I ? # ci�l jl j a._x > i i # w tom-»> W 1�> i W �> Q»> w .�.. _ - '33 I j s �Wi } } t ; , i W t�x i F Z Z Z W x- > _ i � i i i i I ; i N N_-- N _ N NZ y> Nzzz INSTALL 125.44 '-z338 a» <> 338 __,_...... _s __" i-_._...___..__.. ,__._._,_ ± ��i.Et N LF QF , _______... _, _- __ - U__., _,_ ____ __ w. _ _, i 3301 } - - ___ --- - - - --- - ------_.,_.,---- - ----------- _--'-- r -- - i I j i i I W 01'• •-! w �;k; -I- i , i _____ _.f_.., . e _ __vE _ _ __ . -._ ..- _ _ __ __ _. ____..,-__ ___ _ _ _ 'h �+. " j N NZ_ N NZZ i i i N'�-- i N N? y`• i i i NSSTALL-2Z-,k69-L:E OF -;8' -5E 5% ------- _.. j ! ! ; I i INST 'L 2sO.Q1, 5x i -- 330 # I LF OF 81 SEWER 0.3 INTALL I �'�0.3 i # 5a:oa LF of 1 e3 __i 328 _____,_.__,_-_.___.-- ,______.-_-_;___-_._._�_-___m_ i __._._-i-____,.--.,_--___.___-.._,___r �:_.__-__»_______ .-__-____._ ___._._� ____ __ - I----- ___.._._,______-__.__-.____ ,____�-_., -. _,___._ _-___.A___. _,___...__._:_.____._-.-_, 336 I I s I s1= 1 aQ ;_-_, ..._-,..--_ _'--- '--------'---.- , --_'-' " ._-- -- - -- E A - - --_-----__-_ r'_- -- -- - - - ---- INSTALL 64.54 of i i ( I i i INSTALL 56.36 I OF ! i E } -------._._. _.._._-'---.---_. -__.-- Y __.___,.._.._ _._, __±------ 8" SESi __ Q36 __I..-_. i ; 8' SEWER aar j i I i i i - 328 SEC11ONV A i '} i , , 326 __...._ . _ _-_., 4____. i 1.- -_, ---- -.__, _ ._ -- -- -- -- ----_ ,__ .___._ _..- _,.--- - SCALE.• f - -- - 17-- ------- - ____ - -- _ '.---- _ _ ' -- _._._ . ------ -, I , 50` HQRI2. 6 __.�. ---v ___ ._.__.....�.,--.-._ _,__...__..__.�__ ..._.___ _.�_- _ ___-_ 326 1" = 5' VERT. 11 12 13 14 15 16 18 19 20 LEGEND: . ABBREVIATIONS . CL CENTERLINE INV INVERT SD STORM DRAIN - MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RiGHT OF WAY �• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER CONSTRUCT SEWER MANHOLE � - - - - A TYPE "A" PER C.Q.B. STD. SW -4. © CONSTRUCT SEWER CLEANOUT 2 PER C.O.B. STD. SW -6. SHEET MERE SECTION IS SHON�IF CONSTRUCT STORM DRAIN PER CITY STANDARDS Ii ® CONSTRUCT 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 �r CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED• TYPE 'A" PER C.O.B. STD. 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I- O Im r, i- a 6 K O Q m V1 6 Q cR U V) ai z �w ii W g CWL. a1cc uj W 0 U -< � m�� U O U v) W�W Z = Y ¢ ,�jw Nr7-:2a o N n Q S o S a N � Q ¢ af to oox$o zi ¢M 0 � - n 111'-� Z 4c C -)a O I 1- U -Z) _ ct m LJ = zz� ;-q of (r � zQ " .-, oc G C--7 m p K4 coin ad 0 W C -)3E- /0 0 Im ''t (Z.) 0 -4- V in ct C cl Z M I- O Im r, i- a 6 O 3 a 364 I INST 362 360��/� 3 i 358_.___.____..__ t i i 3561 - - - s 354 352 t 350 F --`_— { 348 346 i i 344 i Jit f 342 t 337____...._'_.... 334 t 332 #._.�.. i AkL 47.91 jLF OF 18r R�:I--RCP' ~�- E}:44%==;"�-.•- _ __ .. �_.__ P --- -- a i U'N'IT 8 I d-" i J c fJO O •Ne -3 m [ Z �ttZtMA_.. �'�•- i Nd d- I Z •MM ,cRWd- : � E < o""T M cn(l) v~i co W ' WHITE ALDER AVENUE z$t z g Q v 18' 18' �s0 M ` SEE SHEET 15 � tri I H ti o Z I I- O M Q. W 30' 30' _ Z� I 00 M 5 w Q(n 18 1$ g ' - ¢ - tUo0o0 +� 'r' z + I 11 Z to-- c F4 CR F¢- p I O - - — a ��� ++� I i I n" t N o fYM ao2f t M C) wMM 00_ m� m� S Z -j 26 C5 u;w La "_ 5' 130'1112' 000JN M M o LLJ (n Wo �w Ld 4 �� 6 r� z S44`I7'13'E 47.91' 18' DRAIN _ - _ - PA - - - - a t¢ j� �y = 0 V)w E cr I t w sF� j�Fs�' m a> 1 rn 1 1 i'� SM4'017E 11+00 18' DRAIN 12+00 _- I tC-) t IzJ cn 589'23 48"E 8" SEWER 21 I CL� CU •— � S P/LJ % w og ( N E t �` i a M / WW +1 t! f`��4 3 `{ � a M o E M E I o M W -tjF 11E 17 4 a cn W 10 M 11 rn -i33ZJi3��9 vc.d t 18' .I. I t,, Ej`r + i + I + Q V is o ao -� cau71 3E?' 3Q' i °��' 0 0 0 i w C>,* ++ 000 I I ++` WHITE ALDER AVENUE w o�? � M O - '- SEE SHEET 15 t9Q f 364 I INST 362 360��/� 3 i 358_.___.____..__ t i i 3561 - - - s 354 352 t 350 F --`_— { 348 346 i i 344 i Jit f 342 t 337____...._'_.... 334 t 332 #._.�.. i AkL 47.91 jLF OF 18r R�:I--RCP' ~�- E}:44%==;"�-.•- _ __ .. �_.__ CV aT a t+) W� . z 1 INSTALL 56.36 F OF i 8{�{{i%.�R 0 31,37% i 10 OF 18" RGJ-RCP 16 0.227. P --- -- a i z cn z I d-" i J c fJO O •Ne -3 e x OQ [ Z �ttZtMA_.. �'�•- i Nd d- I Z •MM ,cRWd- : � E < o""T M CV aT a t+) W� . z 1 INSTALL 56.36 F OF i 8{�{{i%.�R 0 31,37% i 10 OF 18" RGJ-RCP 16 0.227. Jt a J 19 =J P --- -- If a UNIT 4i ¢r 15 �W Q p� wN FAWN LILY LANE 15 _5 rnrn U ++ � fZ o SEE SHEET 11 a� zJ i'48�� 18' DR. cn(l) v~i co W ' M N� t! p Q v 18' 18' �s0 M ` -tn j tri I H ti o Z I I- O �O aod I E t= 00 M Z ( 1 C14w If tUo0o0 +� 'r' cwt + � c F4 CR F¢- p I O Z a ul � C8� M t M C) I II 40 Jt a J 19 =J c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo P --- -- w a'o0o UNIT 4i ¢r 15 a+ p� wN Z 15 _5 rnrn U ++ � _uf �' f gN� a� d•d- i'48�� 18' DR. c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo LINE TABLE • — --f - - UNIT 4i ¢r U N I p� wN _ 15 _5 rnrn U ++ 'n _uf �' f gN� a� d•d- S0030't2"W 1 cn(l) v~i co W ' M N� t! p SMH La i�z �s0 M ` -tn j tri I H ti o pe) OJ t.L - N N 35' . O M I u jJ Z ( 1 CJS If JEWEL FLOWER STREET +� C5 d + � 1 23' _ _� SEE SHEET 11 a of`tt� N M t M C) I II 40 J J S Z -j i>< C5 u;w La "_ 5' 130'1112' 000JN M M o cMa �w Ld 4 �� a r� '?> t8 I F oo a t¢ PARK = 0 V)w E cr I t w coo m a> c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo LINE TABLE • — --f - - o ¢r U N I 5 _ 15 _5 rnrn U ++ 'n _uf �' f gN� 4 d•d- S0030't2"W 1 cn(l) v~i co Qa ' M N� t! p SMH La i�z muj IMPERIAL LANE ` -tn j tri I H ti o pe) IE 35' N N 35' . O M I g� vimm 0 ( c6�M Mj c. CJS IN z +� C5 d + � co 23' _ _� 23' a of`tt� N M t M 5' I II 40 j°°rn� d Nd f i>< I ul La LANDSCAPE 5' U 000JN M M o cMa �w 'oo 4 ��c a r� '?> + + W t¢ U cr 0 V)w 13 1 rn w �c! t cn c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo LINE TABLE • — --f - - - ¢r 0.00' W w� _ 15 _5 rnrn U ++ 'n _uf �' f Z —Q¢ O¢ I d•d- S0030't2"W oo cv cn(l) v~i co Qa m � '� p SMH La i�z muj SCO ` dRA1N s tri I H ti o pe) IE 18- N N ,� ELEVATION M I g� vimm 0 ( c6�M Mj c. CJS IN 325.56' Z Jw dar co . '_ co 2$ + � Z -r 3 t _ _� ?7'2 -� c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo LINE TABLE • — --f - - - —E- - - — 0.00' S89'29'48"E L1 6' SEWER L2 S89 45'23"E 57.84' L3 N8333'41"E 18" DRAIN L4 S0030't2"W t - - N _ JB JUNCTION BOX p SMH SEWER MANHOLE muj SCO SEWER CLEANOUT tip tri I H ti o pe) IE e0,1 N N ,� ELEVATION M I g� vimm 0 ( c6�M Mj c. CJS O' ��f STA. 22+26.87, C.L. CONEFLOWER DR.= Z Jw dar p -j (1 J o 1 ULq + � Z -r 3 t t o cow' wo c_t f z ^ 2 I �M o corn 18 18' z oda; f- 5 caws r- _ _ II 40 CONSTRUCT STORM DRAIN PER CITY STANDARDS I NNw V7 i>< g, ,,, I ul La LANDSCAPE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Z +4-wfw•t �� � I U MM ".- CANDYTUFT WAY �w UNLESS OTHERWISE NOTED. 4 ��c cl)(n . < t¢ WZ� 0 V)w 13 c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo LINE TABLE - 2a+Oa LNVE BEATING LENGTH L1 S89'29'48"E 100.00' L2 S89 45'23"E 57.84' L3 N8333'41"E 89.70' L4 S0030't2"W 23.42' c t DRAINj t •J 210.00ILF OF 81 SEWER 0 0.357- 11 .35% 11 12 L2 6" S R l3 8" S WER ,.rte o E o N t� �z ( M j 10 m ^ M 121 0 °° iz ro00��Z> Ga _ it o II u� I N '? 0 1 to N i ¢ �� ~ oin I °N° N t M N '�� I^ `(�j t z n v~i CVv rol�oto po O M (j'�� h M 2 V //�. 1 V w U� 1 U~ ! U ta- I F NO L� 16 r_ 17 z � � 11� =��t w�Q fS3(o VI W+o I d+� i i 1 i I z v. I N w o+oo w �N F sooa'I �+ + z¢s ttotf) t44 1 ¢- _ t! cncn � + � dad CONEFLOWER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lo s - 2a+Oa p ABBREVIATIONS CL JOS 245.24' H INVERT I Ow STORM DRAIN cC MH MANHOLE (/) o<c N aim JB JUNCTION BOX p SMH SEWER MANHOLE SCO SEWER CLEANOUT ~ M I tri 7 cCk o c6CDF F_P EXISTING N vim tU) � ,� ELEVATION M I � INTERSECTION E.0 S8543'30"W RAD. __ Orc-0 r') TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION od } STA. 22+26.87, C.L. CONEFLOWER DR.= f\ U �000o uifl �i ,� t/1 STA. 18+46.48, C.L. PALE LILAC. LANE w z C4 ! + a' E �+ o:: CONSTRUCT SEWER CLEANOUT z oda; f- 5 _ - - - _ _ II 40 CONSTRUCT STORM DRAIN PER CITY STANDARDS + FW- N.- i>< g, ,,, I ? La LANDSCAPE WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Z I I �' v�vs CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. SEE SHEET 14 cl)(n . < t¢ mom W - U 46 +oa -5'S5 00"E- - 2a+Oa ABBREVIATIONS CL r 8r SEWER o^4-) M •- u-) 245.24' i p ... INVERT w SD STORM DRAIN MH MANHOLE N CB CATCH BASIN --` JB JUNCTION BOX p SMH SEWER MANHOLE SCO SEWER CLEANOUT ~ M I tri 7 cCk o c6CDF { 1 � EXISTING N vim tU) � ,� ELEVATION � R/W � INTERSECTION E.0 S8543'30"W RAD. C5 �w } 6 r') TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION od } STA. 22+26.87, C.L. CONEFLOWER DR.= c>cn co I I ,� ® STA. 18+46.48, C.L. PALE LILAC. LANE w z C4 ! + a' E 0 I 3 18' t8' CONSTRUCT SEWER CLEANOUT z oda; f- 5 _ - - - _ _ II 40 CONSTRUCT STORM DRAIN PER CITY STANDARDS � }30' ® CONSTRUCT STORM DRAIN ? La 000o WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Z to f I PALE LILAC LANE CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. SEE SHEET 14 F i : i 4.. __.. _r. -- 362 I INSTALL 325.56 LF OR t8' RGzJ-RCP 00.427. INSTALL 299.63; LF OF 18' RGJ-RtP 0 0.38% ` M _ , 360 LLJ� 1 Z Z i z , t i J O � p f < cc , i i s i I 1 J z vz F _ - `-`'W APPROXIMIAtE FINISH i t ! I i j a ; ll ; i En : s ' i - --- , t ' ° ►� %O T ° w s - �-- — , I t.0• .fi T• i -� 351• , _ � { . ' ( '� 361 35 i tA• J i 1 4 1 I i 350 i L i 1 t • , , VERT ------ -8-- VERT 8" SEWER-! i 3 --- I -- t DRAIN: ....---�^""'.. . 1 s j " ; INVERT 18' Dt�AIN-' � � ± ; INVERT 8 SE� : NV�RT i i _ - " ...--�-I-- - -. JN. - T._8___R _ _ . _ _ ._ SE E . . VVERT 6' SEk,R I 1 _ , # w r 2 1 Z N Z i N t ?iN LU 3 � N s QV i 't s e' �� - - to i 3 i i Z y jt£? 6 JCfl0000 OZ �� y_ Z JODc� 3'!�l _ U�a)a> ud' ~.'_ .w t ` _S 4"r4) 1 O o) W i_c'!W O W 4 J i � i J r I Cfl i J i tD CO i i _ � O ' -tom Ntt7tD, St___ r___.: (¢io__-_-__, _.__-__ _..___ __ _..__..... _ _.>~__--.._ -_ ___._ _ _ ._ -._ _ _- _ _ . _ .. _ ._ _ __ _- ._ �-a�a� dMMM Z i„YM ` r _._._.. , Z COM _,� —3 - -� - Z C? F yaJJQ Z w di U WWW wW { w � •M t0 J i � ¢ i --1336 uj rhJ W <j �jjj lat 1�-� i i j r3 K ^W N coz to U1ZZZ - -- -N WZ - -- --- - -- p : ¢�,•> ! t W- w ,�}-� C•-" 1 _ Z `r i 1 i/i VJ�— AL 8 . - - � OF"$- � �:���... - - ..._ ST L-�54:88 LF OF-- JEiiLR'-Ci Q.35�;-� 1NSI�LL--2T5.24 SE LR--+�- LL 100.00 LF OFZ 3EWEq 01,00% I INSTALL 57.84 LF OF INSTALL 89.70 LF OF SES } , } R@ ---_-6' - 3 13 14 15 16 17 18 19 20 21 22 -0 LEGEND: ABBREVIATIONS CL CENTERUNE INV INVERT w 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 C> 0 3,5� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. `_ Q CONSTRUCT SEWER CLEANOUT 2 SF�ET WERE SECTION IS SHONN 5 PER C.O.B. STD. SW -6. �2 � 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" La MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. Z 2) ALL PIPE ELEVATIONS -SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. w i t z of: u NO O C> 0 x En 5 Z �2 � 0 La z Z off < mom W - U 46 �e;:!� CL� CU •— S LaMCLQ a a- a M tit i- W W 4 a cn W cn W 0 0 0 M O - f •-- O `- O WHITE ALDER AVENUE SEE SHEET 16 1 Ow f— o I t 5' t �1 5 ' t M 15 � ad Z co rl 8 0 M � z Q `t 29' N i aW!� + 1 _ _ _ cn z c~rt _ SEWER DROP MANHOLE NO. 27 I $o - v~i STA. 9+95.04, C.L. 5.00LT.= STA. 9+95.04, SEWER w w 30 f o PALE LILAC LANE - INTERSECTION o w 0U) o o o o i STA 4A, °p r - C: Ck INTERSECTION 3 STA. 10+00.00, C.L. BEACH ASTER DR.= STA. 12+80.47, C.L. WHITE ALDER AVE. �- 1 -�— t 1 ' V) 0 7 Lrl- Q o�M � { 1 cfl � � ►I a 2 ' 3 U ISI I T 10 � i " 4 LANDSCAPE ► LOT L MCV u MH 4 t7 t\ CB Z COOOCoco �j r JB m PALE LILAC LANE z a O +! M � uiwM 0 O I + O + rn j g +-t- N WHITE ALDER AVENUE L6 M �M W tJ 18 18' `tI a 7' �tn c SEE SHEET 15 I I o: t SECTION DESIGNATION: j rn i Z �� Cl g o+Oa+fT ,"� Q N :11 /� , 30 30 = J tj o ! 9090 rn ' O JMW Iz �ciw E o Ll F o if1 �I - F- F M o z 34 I 18 T8 z r W t mow-' I P/L-1 �i t of 1 �; 1 a, W cicn I UNLESS OTHERWISE NOTED. ; a tm�W X13' 12 ' 11 ' 10 z' --- -- s 296.64' S +J sS89'29'48"E ^ 35 ��i11 _�o �� �J �QQN W U-1 �7++ i C!1 t/1 J I U V ± ' + BATCH BASIN NO. 14 $ ZC1 1 STA. AL F.L., C.L. 149.82 NORMAL F.L. ELEV=349.82 °°' f � `►-„ V) �„ cn t � j DEPRESSED F.L. ELEV=349.85 ` - - - - - - - - - SEWER MANHOLE N0. 46 s S89'2948"E 00 " 8 SEWER 296.64' STA. 9+95.04, C.L. 5.00LT.= STA. 9+95.04, 5.0OLT. - --,— - ' s I 1 ++00 n bo Ck INTERSECTION 3 STA. 10+00.00, C.L. BEACH ASTER DR.= STA. 12+80.47, C.L. WHITE ALDER AVE. �- 1 -�— t 1 WHITE AAVENU W LDER 1 SEE SHEET 15 UNE TABLE UNE BEONG UW714 SIZE , L1 S8916'27'E 23.42' 18' DRAIN L2 S88'51'32'"E 32.17' 18' DRAIN Of C) o tOf o 2 Q 3 0 40 I ai Lfi 1 N t N to UNIT 1V uQ -JJ f- o z c�V o o T _j ai 1 O oo a; ! w -➢ � N F=tA0 N N U rn ►t SKY LUPINE LANE N o ' 3O' a I o o 1 I 18' 18' Z W O o 0 CUv) of ( 0) I of 1 to ' V) 0 7 Lrl- Q o�M � { 1 cfl � � ►I a 2 ' 3 " � i " 4 LANDSCAPE ► LOT L MCV u MH 4 t7 t\ CB Z COOOCoco �j r JB m PALE LILAC LANE WHITE AAVENU W LDER 1 SEE SHEET 15 UNE TABLE UNE BEONG UW714 SIZE , L1 S8916'27'E 23.42' 18' DRAIN L2 S88'51'32'"E 32.17' 18' DRAIN Of C) o tOf o 2 Q 3 0 40 I ai Lfi 1 N t N to UNIT 1V uQ -JJ f- o z c�V o o T _j ai 1 O oo a; ! w -➢ � N F=tA0 N N U rn ►t SKY LUPINE LANE N o ' 3O' a I o o 1 I 18' 18' Z W O o 0 CUv) of ( 0) I of 1 to ' V) 8 ' 7 Lrl- Q N � { 1 I J CVN = MM N 2 ' 3 " � i " 4 SD L MCV u MH 4 t7 t\ CB Z COOOCoco �j r JB � PALE LILAC LANE uj N O +! M � uiwM 0 O I + O + rn j g +-t- N aa; "n aOp L6 M Z NN M W tJ 18 18' `tI a 7' �tn c S I I o: t SECTION DESIGNATION: j rn i Z �� Cl g o+Oa+fT ,"� Q N :11 a� 11 i o ! 9090 rn ' ' i Ll g Ft#r j NN if1 �I - I cf) z uj NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A” ;�� I P/L-1 �i t"' _ 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS - -i - UNLESS OTHERWISE NOTED. TYPE 'A" PER C.O.B. STD. D-14. - S8 '29'48"Es 8" SEWER s 296.64' sS89'29'48"E 8 SEWER -1 — 0 0 � 5 M � N r 14+60 - - '15+ 0- - - 1616+00 - - - f-7++670— - - i -- -- -- -- -- w 41 l of o o t ;�< oo i o i o 1 o i o n _ i o 1 0 z1 021 ��M20 19 X18 1170 X16 I 18, t + �+ I WY + t + i t N t 1 mv1 t `° t co 1 n 1 n 30' i I I I o�oN I SCOTCH BROOM WAY �' `� �' No UNIT 9 BEACH ASTER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNIT 9 ABBREVIATIONS CL CENTERLINE INV ►► SD STORM DRAIN u MH MANHOLE CB CATCH BASIN JB g� PALE LILAC LANE 0 0 M � uiwM 0 O I o -_ ___ �__ =_ O SEE SHEET 14 3a' 4a' ooi t 5 aa; "n 1 Z civ►`ciCDct i=� t N W tJ 18 18' `tI a 7' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 8' S I I o: t SECTION DESIGNATION: j rn ~ Z �� Cl g o+Oa+fT ,"� 1 N Z MM I N 11 �+ o ! 9090 rn ' � rn i r Q g Ft#r j NN if1 �I - CONSTRUCT STORM DRAIN PER CITY STANDARDS V) CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A” I WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS Itr CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A" PER C.O.B. STD. D-14. 18+aD - I15C I 0 t `�t i 90 i i � I 1919+sem - - 2a+aa - - 21+}ap j - - 0 00 �_d k 5 a ' o ' of I 0 Jv ' I oI t IQ - 6 14 1 1 13 { 11 N g� z t 1 " + + +1 t , 18 18' 4V co co PALE LILAC LANE SEE SHEET 14 cjc3 INSTALL 23.42 LF OF 364 tat RG,► -RCP �► a.77T - ,� z . 1 z I INSTAI}L 32.17 F OF s i 4 tx t 18 I : E s _ - 2G 9. 62 i s i i i__._._.s i i O _ . -. ..-_. 60 , t ; • f E WW 3 r —s _. _. .__ 3 ._._.-. _. .-_._.__. 1 —x � , ; ,�- iit ui i CL Z JJ '� JOD � 1 Z J �jJ ( i i 3 i I 3 i i !I i CRS 'i i W y ' i } tC?WW t4 Cis C>c'7WW , s[ I • N + - _ - , , , ' ' 4 M 356 �, i r- i_- ; 356 > x �i � Q MJ ,z � a, � { Z � � APPROXIMATE FlNISFJE c� a o� M W I f i t�fi s z.�.> + s I _. _ I ._ _.... _..__._-- -_ _-_ _ __ _-. _ ___ __.-- __.._ _ _ - _--... __ ..__ ._ __. -- -- _ _ ._,..._ _-- __-- ADE ENTERLI Q �WQW•-WSW 3 gtr Q :�(Y t i s • i ! --------- -- —i- -' i t : i U>�� Q� c>-- -- --- . FINISHED— r� APPRO IMATE Z Xt , � .__- _ —. — — • i , } - _ _ t `moi -� , ---r- , ; -s ► -GRADE'S 78? -IN j � _._..__ -___ M__--- _ - - - _�.. 352; E E F — --- --- — �I 3s2 ;— o ; X352 j i_ i t ; I__ _ ____.__ _ __.._ _._._____ _.- ____.__. ----- ♦,�y/tii ..3._ ..,., VSE kNll� -1_.Lj 348{348 i A { jff 1 ._. - _.. -- - - - ' 1 : , 346 �:._._.. — , f *LU ---r -' I T r.== --rl ._._._.. a N4�ER 8" R , WE i C . , : , ; x , r s , , ' _3. _DRAIN---_------_- -- --_- _. �.---�- -� _ _____._ __,__-. .� -r- _,.__ __..__. W .�--- INVERT 8 SEWER 3 f - f .._ t E., 344 � Q t i F i t } v : x ; , F 342 € NVERT 8 SEW1= , 3 342 �LLI LU I r 1 M 4l d' Q p Wz M W I ? M w Stn o 'd' I F M i i n 3 s t t to , ! { .,a._.. _. _.... _ ___ -_O _-951-.._ ...�__. _ .. _.. .. --___ _ 4 �,».__..,._.-...,_-�..-___._C.,_-_i-9ftftf'i"_.._._-.,j-....___„_..............I-.._.__...__..___t....,_.._.....__--....�,___.._-,__,,..-.....,.._,_'.,...____.___,___.�.._.._..__ 4 t Z J: 1 Z Z J �� ,_,t„"___._... __ ..__.- ____.'__`-340 Q ISeJ 34� } V� } a „..4_, W VN W UN UM f t ; Z t0 ? O O NIA NM� -� :CV CVLa 9p x t , t , ss}}•�'.,._.,._,..._-._-._._._...�.__..............--,.....__. _-,._,j-_...___.__._..,. j._,.,.-_.,...__-._..>___-____.r-.k._.._..._-__._.__..__.___..___.___._s_-.-,..._ _ .___..._._,._-S_.•,r�._.._______._...-__..__.__._}-.,__..._..._.,..a,__...___._- _._..__.__.... _ �o^s,'—.r...,__ _ _^i. _ .yr,. _. __.S _-,fin. A_-,___ S co ?- •+-":' Z ..i._ Z _} 338 WW O O ? 0�,1.�>> 4 y S i 4 f NW f �[ J ( - i i ' +WW f Q M O t t -1-Wlt! i j i �. �J i E d' �W s ' .--W I �J_I • x , i i - ___ _.,.__- _ _ -._ _ ____,. - - E ___ _ NW W 1 ar 4-Z E -____._-._ __.___ -____ __ _______-__,---___.___-_._ _ r __ ..__. __. _ .. , _rt._ - - -- - ` �s��___ _ - . � �� • Q.. 336W W E-> iW H» ± i i v1 cn_ i j cn cn_ f 3 vs v1? cn v1?? a __: _.---_._-__...__.______. ________........ .-___.-..___ ..u..-.__,__ _-__-.._ __ L 9fi 6 . ( ->� S_WE,..- _ _ _.._ z i', . _ o.... _ -- _ 2. _.-- �__._____!__._.._. �TaA►�---29fi.�;4-�F,..�.'_8---�1�tR,-�--�5�.�.__._...__. ,__ +- t ►- !�ISTA.L.. 2„C1,64, !F OF 8. SEWF? � .. 35 � � 0.3 �_.,._, _ . j_... - - _ - ..._tNS.AI.,., 252_7 LF �•-...,_:.SE�IE�-�-..0.$_%'. _- _ _._.__�..._....._.___.-__._-----.;-....--__.__._.__I ___.___.._..-;, 334 i t t ; r , , x 332 10 11 12 13 14 15 16 17 18 19 20 21 22332 4 364 362 360 358 356 354 352 350 348 346 344 342 340 SECTION SCALE: 1" = 50' HORIZ. 9 1" = 5' VERT. 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 • � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LEfIER CONSTRUCT SEWER MANHOLE A TYPE 'A' PER C.O.B. STD. SW -4. � _ Q CONSTRUCT SEWER CLEANOUT 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT 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 Itr CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A" PER C.O.B. STD. D-14. u ; , -'t, WHITE ALDER AVENUE � �¢ 3 SEE SHEET 15 g z 1 ~ J —__ __ t z 30't z JJ O w 3,j aj INTERSECTION E.G. N85'43'42" E RAD. t t t o foC5,-:, N I STA. 9+68.79 C.L. YELLOW LUPINE DR.= c t I a Coo ani 3' STA. 10+50.6b, C.L WHITE ALDER AVE t < oo LU f + °�' 4 0.- 22.49' t f z aQ t ` I V)� f 24.13' \ - UNIT 11 It 11. I-ZJ J UNIT 12 ti (`{ o SCOTCH BROOM WAY , o J C C 1 O O �O _co j O ! iH' iH' ` p O q �O O O O O O O O O M Ow O I C) rn rn vi of z w rn Z —iw O o o O O O p C5 p O N I N t N t I w v� N 30' 30' vv, c7i of of ai Z w N N 1 N I N tw N 1 N I N I N t � UN t I ( J N f N f N t (,,•f N t N I rt� �? t�� r: � r: � I t nisi 1�_ I w a, a, a, x r� e.22 21 X20 N 19 Z NN cm 18 ` t17 1 N 2 3 N 'Z NN 4 5 �, �� t I g g �, 10 ►_ �� �11' 12 � O Q 00 r,,� ¢ 00 cV I ni ^ n6 Z n!(V11 �+ + + + f i cfl ( O cf, + � eC 0 + ro f__ Ocp �+ 111 + 11 ^ + -F -F- .+�• + +. + 1 I I I I�t OI I 1 1 ��t r f co f i f I I wrn rn z a ! Q 1 Q 1 uj i -lis- Q 1 �N � vii j (n t�Cl, cn cn - cn co I V) t F f (wn t~n((n w t t I - 1-1 - 1 1 `�� I I S M S , S p —S— _ �+ 5 S89'29 48"� _ 8 SEWER _ _ 300.00_ _ S$9'29 48 E 14+00 8" SEWER 300.00' �- J S89'29'48"E �+ + � "c t 1+00 12 QO 13 Q+� Q - -I - — - - - - - - -t - $a SEWER _+ - - 340.00_ S89'29'48 E 6 SEINER 169 33' i� 15+00 16+ Q f 19+OSE} 20 +, } } 355 356 354 352 350 348 346 344 342 340 338 336 334 10 11 " O cy �• g. (rF 1 I ! i clj cli O rn f O It 1 Lo �I'4-i INVERT 101 11 12, C> / 70 MANHOLE f ±9f CB 18o t I I JB V) OO V) SMH SEVER MANHOLE fa 355 356 354 352 350 348 346 344 342 340 338 336 334 10 11 UNIT 11 12 13 0_z o t 4- c� I ItQ of of cr x Iz __T__oo r oo o o ` o o 1I MII J U15 ` +o14+18m o- 251{ U to Wu, N ! I t N �s 29 LOW YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14 15 16 CDT — ` o co 24 +��) 18 CD --�-Q-- Q--�-t-� '_� f co t 18 22 21I 1 20t 719 t i t i co I o I JE1,11's� LEGEND: " O O (rF 1 I ! i d I d 1 d- t Lo �I'4-i INVERT 101 11 12, t MH MANHOLE nz � UNIT 11 12 13 0_z o t 4- c� I ItQ of of cr x Iz __T__oo r oo o o ` o o 1I MII J U15 ` +o14+18m o- 251{ U to Wu, N ! I t N �s 29 LOW YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14 15 16 CDT — ` o co 24 +��) 18 CD --�-Q-- Q--�-t-� '_� f co t 18 22 21I 1 20t 719 t i t i co I o I JE1,11's� LEGEND: " PALE LILAC LANE ABBREVIATIONS :...__._. ....... .__..__348 i CL CENTERUNE c o� INV INVERT z SD STORM DRAIN , MH MANHOLE nz � CB CATCH BASIN !r oL6 JB JUNCTION BOX OO O O::�:t SMH SEVER MANHOLE fa SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING W + + O ELEV ELEVATION R/W RIGHT OF WAY �U _J5� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 0 S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: Q1 ( I SECTION LETTER ® CONSTRUCT SEWER MANHOLE US A l t TYPE 'A' PER C.O.B. STD. SW -4. rl, rl) 0 CONSTRUCT SEWER CLEANOUT SHEET YltfEt2E 2 SECTION IS SHOWN PER C.O.B. STD. SW -6. c' 1 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE W MANHOLE TYPE 'A° PER C.O.B. STD. SW -4 / I 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. STA. 21+91.63, C.L. YELLOW LUPINE DR 19 W, 0 M 358 356 1-.-__ -_ " PALE LILAC LANE :...__._. ....... .__..__348 i SEE SHEET 14 i 346 c o� ¢ i 29'40, z > o , 18' nz � E __._-._.._. ------ I !r oL6 o z OO O O::�:t N. fa < (Vc�i + ! ca LCE) ++ rn-� W + + O 170 �U NN 1 0 I I 3 Q1 ( I NO US ANNdam- l t rl, rl) Wc-i U,):z N c' 1 , Z i / I INTERSECTION/E.C. N8353'11'W RAC LJ / Z STA. 21+91.63, C.L. YELLOW LUPINE DR R m STA. 10+49.86, C.L. PALE LILAC LANE 21+ 0 U)p a U 358 356 1-.-__ -_ —; 352 :...__._. ....... .__..__348 i — - - i 346 m C-5 ¢ i > { ? 340 nz � E __._-._.._. ------ I tU") oL6 i C�wuiz Lo s N. O+ ca LCE) S 170 �U INf�i 1 0 I I 3 Q1 ( I NO of rl, rl) Wc-i _ i .—_ca c' 1 , 358 356 1-.-__ -_ —; 352 :...__._. ....... .__..__348 i — - - i 346 m C-5 ¢ i > { ? 340 nz � E __._-._.._. ------ 1338 f _- --_ F _.____.._... 21__...__._.� i336 334 K E� tt�AIM r(2)� m C-5 C -D Lo s W ly o= Z F LJ R Z R m U)p a U ci ter, W t1. a Q S Q � ul w fY o'o Q M O O NCATCH BASIN NO. 7 ci Fj UNIT 8 STA. 13+43.24, C.L. 1CL 2.00LT. U NIT 7 00 t,,, CONEFLOWER' DRIVE z «, NORMAL F.L. ELEV. 348.96 It 1p SEE SHEET 7 "'• DEPRESSED F.L. ELEV. 348.79 '- ,_ o t= . 26o w BOTiLEBRUSH DRIVE N0004! I b' I I i _j(( z$ z$ SEE SHEET 6 to N� "il �._j, _ F Q ca otn o 0 0 O o T Cl r O o p -1 J O I I - C5 - t1 aj 18' 18' ! � o I o 1 o i a t t o o z_j o cs oo t g� -' � j o(6M, O it W III w>d I <t't I I I t I` t I a I az Q � I a __ 3©' 34' t <8 ,� �25 2 �23 22 t 21 22 t� 21t 20' i1�� gai 1 , I �M> z Cjt�` ai ai f vi oo Il.w to Nwti I mll..� C.t � � � Z N d• 1 V dam- Od- Z pj I I I Z I Z V>W Q �J ( O 'tt• 6J CD+t/ M O 'q M co CO 0L co N Q I Z ..� m ti0 t I + + + + N ca O Q + d' I - - _� _°o v 2 i ,r I = I N 1 N + p + + + + + u z�coo� Qrn ti U �'wcn 1 I °D - I m t2 �2 I � i ;`t 1 ,2 g z I I m Nw ¢omCID Ce a -M I . I a t(iY d t q 1 t i Q , I 2 +L.: 1 2 U t~n=` �^ l -_ �_ - �. _ _ - ,J.� _- _ - Fq•- � En i¢- tq• t {� UPJ ( � t z _ _ cern -� __�__ - I d a 30 U x I c'i,zn '� I t t1. UNIT 4 - - - _ - - - - - - UNIT BOUNDARY - •. o '' ( I - _ - - - STA, 10+00.00, C.L. JEWEL FLOWER ST.= I i 11+ O 2+04 STA. 13+04.61, C.L.+ N04'S5'21"E "� 18" DRAIN 22 .74' STA_ 15+60.03, C.L.CONEFLOWER DRIVE s n s - - - - - INTERSECTION 1111 _ _ _ _ t /�7 .. 100.55'2"E 04,�SEWER .. N00.55'21"E WER 1 207.36' ••• -_ N00'S5'211 o t8" S -if- rl)EWER S g' ... I STA. 15+65.02, C.L. FAWN LILY LANE i I ' 1 � z I i STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE 1 k Ly I I N� 18 ,I gQ I � I -� - - - - - - - - - - - -r-r - it - - - - - ` a' o I O cr 1 f t_ F.:Qf - r-= �cr_ P-: W f co : 2 9 I k ' _-__y w t I n tee, o i o I o i r✓°= 0 1 o i o o Q � O o 0 0 o tt 5' I --- �O I c� 0 0 o N o' o 0 0 o M o t o I o t o I I---- --- --- I i z ICID 00 mi z tri vi 1 ca'\€ 1 rnN F -t tri cwn ! N t N N o ", N i N I N i 0 5' I _- r� I - rn 'yV ;l__rl a z -�-t ao �Z � .It0 0 � � . z vLu twi, ai m � �� ( I z � I ! Nt`1l Z oo t . 1 4 J� �Q I t F CiU to W.t .. CCi'[ Q (6 --E O'O �' Z _j.! IPJ 18' W d k M Uv I I _ + 1 1 0 1 1 ! + ►O � > ")18119 + 1 20 23 r%, i n ^ + N c`flo + tivwi t i o M 1 , a r,> _� I _+ _ I,t-) + + + I t 25 1 2fi 1 W W z z r•,M o ( t t N N r', z "N po + + to -{ I 30' 30' I 1 9 = -+ l p --tom w z tri tri 1 � I -r C 0 z irJ >W O o N .� 6In Q t_�tE, -- r 1 (I 28 Q<3 z ��-W O ( w t!)er> Q = +r t✓ t- IliH F- 1111 tl,� Q Q t'! t4 � O NNwli O� Z U 40 to fn to � .-- N Cn C_ En t T t"' coVT ++ ( Z alaiW cn ++ w _ •- ��iiJJ � v, cn g I Q cel cv J Q� ON 3 Q Q W ;Q;- - �� Q C> m d-st JyO CONEFLOWER DRIVE w � N CATCH BASIN N0. 8 �, �n ��t BOTi1.EBRUSH DRIVE o CONEFLOWER DRIVE m ++ Z 27 rr U oc><- - << SEE SHEET 7 cn STA. 13+43.24, C.L. 18.00RT. w 14-1Q- SEE SHEET 6 _, SEE SHEET 7 Q �r-Qw crxn ! j T Q NORMAL F.L. ELEV. 349.06 2 q. "� `n`n w �� V 1 �.d DEPRESSED F.L. ELEV. 348.89 u I T � c/nn N cn v_ NOO.55'21 11+00 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _ _---_______._,._._...___-_ ._______-_..______.,___.._.__..-.---____Y_.____._._.__._,_._._._.__,_____.__.____-,..__-._.__,_-'T-_-_.___-_.�_._.._.-_-,-,_�____-._._...__,..__..____,-__,,-_�.___...__ _ 1111__ _1111 1111., . _ _ _.__.____ -1 .1,_ 1111_-1111 _, 8 I. iIi 3i ii 6 -.. __ 36 368 -- T... __�_ _. _ _ f 7 i i ' j f ! i 1 i i i ! i I { I j E r } _ i _. _ . __ 11__11._._ _ e _ _ __ , __--,_ _, _ . _ . ._ ' f _ 1111._ .__ .____.__..__ _.,__._.., 1111..-- _ _ - t . ' ,L._.-,-__..,,_._ `_---------11-11. i - __,_.n,___ 1111_-__-1111 1111.-___; _,____,__.._. _-,....__._ _____._.._ �_.___ _...k _______..__ __-1111_- - -1111-1111_._ __ 1111-1111} ,-1111.,.-1111. __-_.____...... _. _ 4,_ i „INSTAL[ 1342 LF -OF , 366 366 r s # ? + : 18" RGJ-RCP 0.15 , , ! ; , t , t , , t : ; , ' i .. .. _._- ._.- ._._,..._.._•_.._ _-._..., _.,..,._._,,..f..._..._..._.1111. --'"_--".`-'--'-----_,..j Y s ) i._-..__._.._=,___._._._...1._.-.-__.___.__._f._.._.._..,...__._..r...-.._,..,,-._,__._. ._.-.--1111,-._..e..._ 1111 .-.__1111_-.-._!,_._._.-.-_,.-...,.F 1111 - { _ __ _ ______4__,____4 ....,_,_____..r„L- ..-1111._,_._._______.___,._____-_-1111-._ " ' 364 t _.._._.___.;.._.__._.-----_.___..._ . 1111 _ i i ; I INSTALL 226.74; Cr -LF 4?F i RGJ-RSP C� -0.5% ; 364 ; #INSTALL �I3.42 LF 3OF , I i j<8" RGJ-RCP O.II3% i I ; } } I i i i m t _ I s „__ . _ .-__i._ .___, 1111 _ .__ 1111 - _ I _ _. - _ 1111. __ _ _ .,_ ___ __ _ N..._ . ,., __.-._.t___-_ _-_ _.. 1111 _ -j__ i _ 1111 _ _ i __._.._._ _.»._ ._ __ 1111. 1111 - , , ; t ? , ' 2 ? tI 362 r-_.___.._�_,. 1111. t__._.---._.__.-}._.___,____-..___.__.______..:-.,_..,___._R_.----__,__:..__�_____.�___._.._._,._..�,__ __.,_._____ -�. .-: . 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INVERT 118"`DRAIN ; 1 `344 f 1 I iN�_SEW R i-"�-'�-�-. •...+..tee T i ?'�_- _t � iI I ' i-- 1 -.-_"t" __ ,_ _ _ 1111 , _ . 1111.___..___�__..___.__-..._._'...._v ___._..__.__.___...,____.-1111_ _._.._,_._ __.___.___.__,._- I i 1111..-1111_ ._ .._ _ _ : 1111 _. < -,_�_. _ _._ . ___ _-._�___ _ __-_w_.-.-...,___._.._._..._.,_.,._..___.._-1111. _.r.,_ _ r- { 342 _..__.._ _ _,_-1111 1111.. _-1111_ _,._._._ , . >3 LI! -- kN#: - ELE�H- 343 49 i 342 - m; € INVERT 8 SEWER ; I ; t i i i i i i i j ��! i INVERT 8"ESEWER I f i ' m0 i ! , .* i i (nW , , - , t • T to ; i { , _ A ., 1111__. .__-__...._.-_.. - .._ __ __._._.__ _ _ 1111,_. .._._..._____ _.. _._ _ _. 1111_._ 1111 -_,:. ___,_._.__..-_. ._. __ _- __. 21F/t { 1111-_. i-__,_'_`__'.___, _-__'___.,r._,-.-1111_"---._ f-,-_.,.__,.,.._....-�,__..,....Z_-5....._._-....-.-___-"_____,-_".___..,...__.-,_._._._.,..,.-....,._-..-,..._Y__...._._.____-.I.__,_._.._._, _� .__...,,_.___.. ,L - _ J'►{i . - �� . _ 111-1 �-_ y- 0, ! 1 b cc, ©a; I o �$od I o _oo,,do } I I j w ? t I ! ! { Z Cid i I Z CU-tt� i O I �? i ; 4'- U M i UM �- `3 W dJ . J n t� tD f i , ! w qq ' I __ .. 11.1.._1 ._..______ ___„_.,-. ,.._-- _-_.- -1111.._ i I _- _ ._ _-_1___111 � _-_. -__ _ _-, ____�__ __,____._ -.. , ._- _. -1111_ __i.__ _ _ _ _ - _ _ ._ _ -- -OQ�.-r 1111.. _ _ __;.-. 'j�Q _ ..___._,.__ "`:338 _. O _ .._ __ 11-11, -,_-. •.P�3S„_ _ ..� _ p '_.__. -_-,__.,_.'_._______...i-_.-_._...,_._.,.,-_ _.. _ -.- '�.;...._.� _,..,,.j---_-- 1111..-:...-,. __-V "I-' - --- `-. 1111;._ _-.�'_--p �-' � i- �-t . 33Q ' } ( rte', -t- I f i `•' � -t ; I �� .� ' ._ = -, �_ S i j S `- r�, rl') ``� i'� N z i >U'l >>, a m +CID 4 w f _ + + s ir,-_. .. ,__ . t U ___ .i_.._-___-_ '. ____i_._ ._ -,_ 1111 w:_- _- -- __ 1111 t _ 1111 -. ___,__.__ 1111. _. _ . w t�` '�.--- i W = t ; 336- +__ __..r_ . _._____..__ .____.___-,._-.__-_____ _{- - 6 __-1111_. 1111. _.z_.._.__ ___-__.a �.__ 1111.__ 1111 L" I`=CrJW, t i-�tyz;}' Www 33 ! f- W Q> _.I I r �»� i i ' i i S i-> 4 I t „ i i T �ZZZ i t- T L j 00.00 L OF I TINS A L F[ z v, cn-- I z ? to u,zi ( r (n cn_ F - % _-__ vJ_ n _ 1 I R ._ _ ,3.._ _. __.__ __.__:_. __ -1111_--:-.------- _- - TA 19 , L_ 4?__8___SEWE-..�. 41 1`x3 a _ 334',' i.__,_-._____� -,_.__._.,_, .-1111-___�..-_._-_I._fi_ SEkkR-_�--- 1111_,_ 1111_ ___M___,_. ___INSTALL 247.36s...LF-_OE _.8...SEk�_-._.4.35%__.____.,_.__ 1111_. _ r . _. 1111-1111_., i t I I ; ! 5 i 1 ! i { i 1I( i ( 4 t t i f I I Y ; ? i i ? ! i i I I f ( 1 i I j = i ; t I ; l t ___ _ __ ------ - _-.._-_---_.-_._ __-___ _-_------------- 2 w._ ___.... _ _ w _ _,__s : -- _ _ -. ___-._. _ _ _-__ - 1111. . 332 ___._____..___.___ _.___w_. --.___--.-_-_-i-_,-_____. __-_---_-._.---__.._._ __.____,____..___-__.______._.. 1111_?--__-___ - ! l_ _ � - 33 i i f ' I f . i i f i i j I E i I i } 1 4 i + f .. _ _ ._ _ ,__--1111 • . 1 ; i '• i , 1 I f I ' L_____,_____,'______ ' ' ' _-_--.,,.,._,__.._,..---.,__...____,„,__.-___,_-.____,___._-,.,.__,__�.,.,,_,..__.__._-__.-,_, _._.___...__.._ - ...- _ 330 L____.� �_______.___� j.____-__-u-,..._.._-_..L._-__.__;__,_.,._,-.,__I-r_.-1,111__-_-_-,__.-._-..-__-1111_ . �_______._:_..___,__ ___ -.L_. -..-_,.,_..-_._;.,._,.,_1111.-.......,-1111--1111_.-.. _._._...-.__,_-"-'-"`'_..._..,,.T1111-_._..__i..'."-^.......__-' 10 11 12 13 14 15 16 364 362 360 358 356 354 352 350 348 346 344 342 340 SECTION A SCALE: 1" = 54' HORIZ. '�'� 1" = 5' VERT. 364 362 360 358 356 354 352 350 348 346 344 '342 340 LINE TABLE UNE BEARING I 09M Lt N0055'21"E 1 48.22' L2 S28'18'26"E 1 40.96' q" SE CONEFLOWER DRIVE J� o ­­­ ­ ' }' ..____..i__„__-.__-.•_1_1_11___. .,..,___..... 1111__, 1111___ 1111. t _ $_- _!z_r '' i : i - . 344 I 11.11--_._._-.a_-__...__-.. .. � I - ..,.,t._... __....____._-_ ..___�._ - .._-_ SEE SHEET 7 N o ",w II 1 ,t�..____._-_I_ _._._._.___� n .* o i 5 ' ( o Z -1 O t '---:jBOTTI.EBRUSH DRIVE }-- SEWER MANHOLE IN R ; VE 1 8 SEWER i F-- 1 trite, ,_ ___----_-- _-_---. --__-1111_-----1111__-_ __.,__.___ 18' I wW <3 tri . I 0 o� SEE SHEET 0 ! i i i i _ 30' 30' t < f : _ _. _. ..-1111._. _ ..._,.____ E1 U? Co 15 I 14113 r, N : 3 Z Z 3 I O 5' I I i ! I rn . + + rn a, � 1 - cq I z -., 1111-_-- 'i- _._-__._.._.- �; OR t 1 � e.J I Q Cf !! N t 11 10 cr C0 t N I I 9 8 N I 7 cfl + W .13 Utn , 118 1 -- - - - - ----lt I Lm w W ct, EQ- cn N o I - I + 17 I 1 q o �' I � 30 WWW i J w w I £ S ! ^> t W i t0 w m NN a _ _ I,- C6 -i - - - _ - - - - - - UNIT BOUNDARY - •. o '' ( I - _ - - - STA, 10+00.00, C.L. JEWEL FLOWER ST.= I i 11+ O 2+04 STA. 13+04.61, C.L.+ N04'S5'21"E "� 18" DRAIN 22 .74' STA_ 15+60.03, C.L.CONEFLOWER DRIVE s n s - - - - - INTERSECTION 1111 _ _ _ _ t /�7 .. 100.55'2"E 04,�SEWER .. N00.55'21"E WER 1 207.36' ••• -_ N00'S5'211 o t8" S -if- rl)EWER S g' ... I STA. 15+65.02, C.L. FAWN LILY LANE i I ' 1 � z I i STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE 1 k Ly I I N� 18 ,I gQ I � I -� - - - - - - - - - - - -r-r - it - - - - - ` a' o I O cr 1 f t_ F.:Qf - r-= �cr_ P-: W f co : 2 9 I k ' _-__y w t I n tee, o i o I o i r✓°= 0 1 o i o o Q � O o 0 0 o tt 5' I --- �O I c� 0 0 o N o' o 0 0 o M o t o I o t o I I---- --- --- I i z ICID 00 mi z tri vi 1 ca'\€ 1 rnN F -t tri cwn ! 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ELEV. 348.89 u I T � c/nn N cn v_ NOO.55'21 11+00 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _ _---_______._,._._...___-_ ._______-_..______.,___.._.__..-.---____Y_.____._._.__._,_._._._.__,_____.__.____-,..__-._.__,_-'T-_-_.___-_.�_._.._.-_-,-,_�____-._._...__,..__..____,-__,,-_�.___...__ _ 1111__ _1111 1111., . _ _ _.__.____ -1 .1,_ 1111_-1111 _, 8 I. iIi 3i ii 6 -.. __ 36 368 -- T... __�_ _. _ _ f 7 i i ' j f ! i 1 i i i ! i I { I j E r } _ i _. _ . __ 11__11._._ _ e _ _ __ , __--,_ _, _ . _ . ._ ' f _ 1111._ .__ .____.__..__ _.,__._.., 1111..-- _ _ - t . ' ,L._.-,-__..,,_._ `_---------11-11. i - __,_.n,___ 1111_-__-1111 1111.-___; _,____,__.._. _-,....__._ _____._.._ �_.___ _...k _______..__ __-1111_- - -1111-1111_._ __ 1111-1111} ,-1111.,.-1111. __-_.____...... _. _ 4,_ i „INSTAL[ 1342 LF -OF , 366 366 r s # ? + : 18" RGJ-RCP 0.15 , , ! ; , t , t , , t : ; , ' i .. .. _._- ._.- ._._,..._.._•_.._ _-._..., _.,..,._._,,..f..._..._..._.1111. --'"_--".`-'--'-----_,..j Y s ) i._-..__._.._=,___._._._...1._.-.-__.___.__._f._.._.._..,...__._..r...-.._,..,,-._,__._. ._.-.--1111,-._..e..._ 1111 .-.__1111_-.-._!,_._._.-.-_,.-...,.F 1111 - { _ __ _ ______4__,____4 ....,_,_____..r„L- ..-1111._,_._._______.___,._____-_-1111-._ " ' 364 t _.._._.___.;.._.__._.-----_.___..._ . 1111 _ i i ; I INSTALL 226.74; Cr -LF 4?F i RGJ-RSP C� -0.5% ; 364 ; #INSTALL �I3.42 LF 3OF , I i j<8" RGJ-RCP O.II3% i I ; } } I i i i m t _ I s „__ . _ .-__i._ .___, 1111 _ .__ 1111 - _ I _ _. - _ 1111. __ _ _ .,_ ___ __ _ N..._ . ,., __.-._.t___-_ _-_ _.. 1111 _ -j__ i _ 1111 _ _ i __._.._._ _.»._ ._ __ 1111. 1111 - , , ; t ? , ' 2 ? tI 362 r-_.___.._�_,. 1111. t__._.---._.__.-}._.___,____-..___.__.______..:-.,_..,___._R_.----__,__:..__�_____.�___._.._._,._..�,__ __.,_._____ -�. .-: . 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'_-1111.,. 11;11 1111 _,, r--.-. _..�. _ __: _- - f,;}-._ II t L.__-1111..-1111 �.,_-._ _..._.._- _ _ -_-1111 cf-" -.- i - : w �Q O a �'N---.._-,_. --,__ , �' � �- -� 'ra `• 356 356 I _.-_t._ Y. ._ .._ 1111__ t.._. _ _ l _ , .-,_ __ i i > U �Q' I iz cw-cvw``._.. � E i I i ± Q M� i o �`�` a 4. >ow '� eriW 1 ti ` i i � Q { �d _ N s I , i Q a)M im Q , ; _ -.- - -_- .rQ F4,, :.._..-__.-. .-1111._ --'------i- -_.,..___.-- -1111_.-... 1111__----- ------ ------ ----'O Q'>-- - - .354 354 ____.,a _ _� 1111__ �z 1111--_.__.__.___.__..,._,-__ __ .__ ____.,._..� ____,_.__ 1111._. _.--_} 1111. _..__.._.__,-1111. _...._.__,_ ___ z F- tr i- i oo>w '� 1 i I I I rn cN i to N? i= i S' Ln "^W i i w r ; + w f a iv ! t ! J s +t- Q t t `s ES7f � i i • c i W ! I __ , i ? !Q i t_.__.._..--_ 1111.._-_ 1111___ ., _. 1111_.. 1111._-,._ _ _ < 14 i t- } - - - _ -- -_ ... - - - -- - 2 r_,..___.-1111 ._ ,.... x .- -1111_ -F•-'-1111-1-111_ y ..__.._, ___,._____._..__ _.,.__..,.__.,w._._,_____..__._._ .., :...._ 1111 ....�_...,._ _I.__ _..._.r. _._-..� ,;. -�- 352 , �>.otr_--rrr _ {_._...__...,., � .I_ ,...,..___-,_1_._ ..___._y.__..__._. � I I i �,. ? v --= 35 f i En _'Y O• I (}111 APPROXIMATE FINISHED 0 ' 3507 %O.y : - I i ' 1 f I ' 99 GRAI?E 0 CENTERLINE: i . �• 4M _ �-- - - - z s 9 , 1111__- _._ _ _.._._.. _ _ 3A_ 2._ r_- _.___a_ 1111_ `--- -a- 1111 _._--_ 1111,. _._ ___ - ---- 1111 - - A _ �"-1111 - - - t -- - - - - 350 _ -_ _ _i - - O f t t30 i ! •� ! I i f i i f { i f } ' I i i - _..- : , : •- _ _-_-,.-..._._ 1111.., 1-111- ..._„---_ •_-1111__.-. ---.._,..-,__ 1111.1111.. _-,....._,_.. _. l___ _ f �.-.._.,..,..- 1111' ,,.- 1111_...-...__.-». _ 111 1. _ _ -.w -t--_ '- ', ,_}_. t i i --"__` __-1111.-1111..-1111_. Y - {- -'_ __ _.. P,._ 't�Q .,---1111-..__.,._.... .,...._.,._,_:_ 1 111___....$,..,._"--.--.,.-._....i- . .-_--_-"'_t__.,--,._,,,_____.-.__1-111- 1-.._-._.._..,_ 1111------ _-.-.--{-_-___ -"f'-_ E ;_ 3 .f -g -+ �%Q , S ; ! 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[ _.,..._._. 1111.,. 1111 _._-.._,__.__ .._.._____ ._-..,-1111._ .,....__.__ _._____._., 1111._. 11+11 r -s- _.-I-_ y i L - c 2 . !n (nZZZ I , LVJ V Z E .._._._._.__�..__..__, 1111__ 332 _-_______.. __ f.,__-._. ..___.__'__-..1111___„__f --{ 7 __�,. ..J �- __ �_. ' _. ____._ .. ._ 11. .._ .i.. 1frlS �2 42 �3F 8 SENDER 0 35 ____ ._ _ . -i-. �,--.-.�,„, 11-11 1111' � .. ._ 1111 - _�___ _. ____.�'___.,.__._...__ 1 :., n } !! 1,ST -_. 1 ' ,All � �F . _.,._,1 .t< _ :4 . L, OF S 3EWE12 - , ' -0 35 __ - 1111..,__ { w..._. L0 U f= ! } - j ­---­--- 11.11-_.. -; 368 1111_._ 1111.. i,.. _ €8.22 LF'€�. 366 CP 0 -4.12% i --'_,__._,T___._.___,3" ; ; t �_____�..-___._.... --1.362 ' ' INV W ___ _.._...______ _ v: - I I 360 F ;i �02 i 1 ,t�..____._-_I_ _._._._.___� n 1358 ii f 5P______ �______'1 t 356 Lu f JB z A , • _ -_______J354 Z O 1- SEWER MANHOLE _...-___._.,___..i....__,_....__,_._ I I W2 -,._-_-__ _..,_-___,_ I .a 350 _......,...___.___ 1111-1111.. VTV' _-____v __,_, _i 'm ; 346 ! ________.....___i__ �.344 i I ; 1 ; '_ _ -_ _l _ -___ ____ _ -_`____.:342 I y...__ _ --- -4----__-l__4__ _.__..___ _,.�;_ .._.,.__.__ _ 340 1 I ! I ! - t i <- to tn�W ! L-,---_. :' Y.._______,._.,._ _.. 338 Z _jo�� I _ 4 f i. W O 6J wit? 'r'it )tV O t = _���vl)__._____ _._ 336 »> i W W i www _, _ _.___.:334 W �_-_,. , > $•> ii CENTERLINE z Z_z INV _ ._�_.-_.-__ ___#___ ____ i -- .-; 332 I I ! i I '.__-.. ______ L.- _ .. _ 1111 . i 1 _-___...,...__.... 1111. ...-___..,.,.,,._i. - - 1111.-__.___i -_-.._._...__...__-..,_,__--_..___-_-_,_,-,....._...._..______3__..,...__.._-.__.._.__._--__.,___._______..,,t_-___.._,_.� -},_ t i ' i , 330 :.__-_ _ --- � _ ' ___._.._._,__,-__..1111.-_:___...,___...�____._-_. __.z__.._._....._'._..__.,._.______,330 10 11 12 13 14 -- -- 1111._-. - 15 16 LEGEND: U �' - ABBREVIATIONS CL CENTERLINE INV INVERT O SO STORY DRAIN _ MH MANHOLE CB CATCH BASIN JB JUNCTION BOX Z O 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 SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE o TYPE "A" PER C.O.B. STD. SW -4. _ _ A _ _ C o CONSTRUCT SEWER CLEANOUT 2 SHEET INHERE SECTION IS SHORN Z'I PER C.O.B. STD. SW -6. U CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN NOTES : 1} ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A" PER C.O.B_ STD. D-14. S 1/0116yyg Pfkl� , U U - M O O M 5.,. Z O W Lu s U 47 (nul o Z'I U d S €U,, La Z - tom- t, Z CL,j L - c 2 LLj m CL to 25 Z 0 L0 U f= o U UQo U o, WFr w m L,,J O._ U Cl Q�• I- w W LI.J to = Ir it O co p Q M O N 0 ZZ O O LEMON LILY DRIVE SEE SHEET 4 --- --�LJ %l Fir ! 18 18' I t 35 M;Ir UNIT 6 Lo t f 4 ? O RADE 0 CENTERLINEi t JJ O Z 0 O— w o -- -- C/S < S r '� Q E.> 3QiNTERSECT10N STA. 10+00.K C.L. BLUEBELL PLACE= SEWER MANHOLE 35 M;Ir I s , , ' E t f 4 ? Q z RADE 0 CENTERLINEi t 5 Nar 5 ! ! I x S 1 « I a. • nlA n i CO C/S J JB JUNCTION BOX 3QiNTERSECT10N STA. 10+00.K C.L. BLUEBELL PLACE= SEWER MANHOLE STA, 13+14.20, C.L. LEMON LILY DRIVE SEWER CLEANOUT I STORM DRAIN MANHOLE Zi z0N0 zc HUCKLEBERRY DRIVE SEE SHEET 3 E 1 18 / 18' -- --- 130' _► Q► 24 c 900 t C 2 01) Ln _ 25 _ t 7.82' r INTERSECTION 12+00 I STA. 12+87.58, C.L. BLUEBELL PLACE= - - �fjg• _ __ _ _ STA. 12+36.76, C.L. HUCKLEBERRY DRIVE 53 18' DRAIN 140.38' ... � - - -- -t 26 aluI --- ----� I °' 36 t ! N30' 3 18' 18' LENIN LILY DRIVE SEE SHEET 4 ii co I - 00 t I l---- --- _{ 128 + ! 30' > i ! aD v~i ! 18' 118' 27 HUCKLEBERRY DRIVE - SEE SHEET 3 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL z3i MM� o i>: LF OF i (n cn;z I s , , ' E t f 4 ? Q z RADE 0 CENTERLINEi t INV .._.__i._. ! s t 5 ! ! � S 1 « , I I a. • nlA n i CO z3i MM� o i>: LF OF i (n cn;z UNIT HUCKLEBERRY DRIVE SEE SHEET 3 24 ' ! I ZI � I � o::� bo co �' q INTERSECTION 23 ! I ...NOO'. I STA. 10+00.00, C.L. ROSE WAY= STA. 14+06.02, G.L. HUCKLEBERRY DR. --- �} -- I w -- L 2 NQd': 18' c r I 42. STORM DRAIN MANHOLE NO. 2 t STA 9+95 29 C L 34178 --- T. - I I i 21 ►' UNIT --- { I I HUCKLEBERRY DRIVE SEE SHEET 3 M � O O Z O �j tR w O _j3 ZQ UN boa 27 Q ++ Q a V) coV) U N M /WUV)E I s I 11 UNIT HUCKLEBERRY DRIVE SEE SHEET 3 24 ' ! I ZI � I � o::� bo co �' q INTERSECTION 23 ! I ...NOO'. I STA. 10+00.00, C.L. ROSE WAY= STA. 14+06.02, G.L. HUCKLEBERRY DR. --- �} -- I w -- L 2 NQd': 18' c r I 42. STORM DRAIN MANHOLE NO. 2 t STA 9+95 29 C L 34178 --- T. - I I i 21 ►' UNIT --- { I I HUCKLEBERRY DRIVE SEE SHEET 3 M � O O Z O �j tR w O _j3 ZQ UN boa 27 Q ++ Q a V) coV) U N M /WUV)E !k k= ABBREVIATIONS Q z 047 t INV INVERT Z 3 STORK DRAIN MI -1 MANHOLE C/S fJco Z J JB JUNCTION BOX �` o000 SEWER MANHOLE STOCKDALE HIGHWAY SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV �, R/W RIGHT OF WAY 9 T.O.M. �W W N,N-• VIW {N. ANN CONSTRUCT SEWER PER CITY STANDARDS # m # ® mm<f¢r� It TYPE "A" PER C.O.B. STD. SW -4. A L Q OU CONSTRUCT SEWER CLEANOUT ! PER C.O.B. STD. SW -6. WOE CONSTRUCT STORM DRAIN PER CITY STANDARDS # ® CONSTRUCT STORM DRAIN t 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 1�fr # # INTERSECTION TYPE 'A' PER C.O.B. STD. D-14. # # STA. 12+98.01, C.L. ROSE WAY= STA. 16+29.49, C.L. STCCKDALE HIGHWAY 209.41' # j N6O'30'12'E # 8" StWER 10.00' � # _ -1P2+00 # ## # i � { I # J, # # �I -- U) I c1c Ic uj V) N STOCKDALE HIGHWAY WILD RYE WAY (PRIVATE STREET) SCALE: i" = 50' HORIZONTAL ✓ 1" = 5' VERTICAL -INSTALL 42.54 LF OF 18' RGJ-RCP 0 0.117 J O _j It} z CUO>W 358 - ----- jgy°n'-- _ 58 0.M a " , AP mo;3 a,NMJo PROXIMATEFINISHED 356 0�-- 7 _= o'J�.-�_st�TERUNE_: - .- __.._._._..-- Z' QE x a rnW .-W¢W i U, 354::, �: 4 f 354zc3-� - - - --- - - -- - --- 5,4 358 _ x-.353 .' 3 � i -- s i 352 __ .-....__._-. ---_._... _ .. 352 356 , i { 350 - _.__4 1 Jvf 2¢ jo --- — — m 348 r___._.____._-._-- _ _ --.... _._ ._._.... _ ..._. ....._...._._. _ .._.__.._ � ____._... ___._. _.. _ _.___ _ 352 i INVERT 18' DRAI4 348 46 i `3 3 A4 i t s 344: 3 _771 �— INVE� T 18' DRAIN ! _.___.._._ __.__-- _._._ _ _,_._._._ _ ____ .-.. _-__ l 2Lu 342 ' , i , t r , + s : w 3 f 40 t ;o t i fr 00 __ ...... .,-_• � t � — t ' _ . 338? _...-----+----__ - -----;-_-___..r_. - ,_._-___---=_ --- - --_-__-------� 33$ � �, � z -_..__..m.__.__.___�. _. _._____....._._-__. __._ _.__.._..._...�.. • _I 34 o oQ u p o z + i s , (/J cd 336 m �...,___.._..._C-D C5 W 340 336 ,._ _i :. F f , s INSTALS 140.38 ;LF OF "' "'Z 334 -- - -- --- - ---- - - ------------- 3M_._....____..___ _.-- _.....__ -- 18 RJG-RCP ®i 0.117 38 W 3 INVERT S' SEWER "- _ __. ___.-____._ __..__-- _ , 332 -- — - - 332 s �Q s , . 3�7 — ' 334 } _.._._s 12 8' SEWER INVERT 13 N 330 M O O ELEV. 334.22 __,___..__,_ _ _..._._._ _._ _ _ __. _. __.-. _.- _____-. _ . ,___.- _ - ---, --4 - _ 28 328 t _a._ H 1_-_ W I' til 3 ' z3l,1 to z Jox J 326 26 ._.._.....�...._..__,... _.+ate—_1.__...._,.�.....__....._.—.__.f_. ,«.... .:.. _jaON *� t.. ►- Q....��.. 3 Uc0O0n s JVX Uao �.. `cvr ori ri W oo of U' dM V? ds'MM Z 324 �-"'- o Q 0WW c_> NJ oz L�jN :WW j 322. ___ _.- ___._ . Q»> ..____ _,_. _ __ _._ _____ _. _. _ ___._ _ _._ ..__. _ _._______ _.__'. m -z x - N�Z -4 322 � Z ( w F—Z__ZZ �� �Z W — _ o cn vl OF $" SEWE - 320 INSTALL 209.41 LF SEWER ;:@ v 320 --____... _u,�.__---�------------- -------�._ ._.__..._.._ .___.._..___ _.._�_.----'�----------------------_ :_.r_.__._-� � ., � � 10 11 12 EXIST. 1O.00LF OF` C m >_ 8" SEWER 0 -0.357rr LEG ABBREVIATIONS CL CENTERLINE INV INVERT SD STORK DRAIN MI -1 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 9 T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. A L Q OU CONSTRUCT SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN 2 PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT 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 1�fr CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A' PER C.O.B. STD. D-14. �1� r- o o W Wr X �!!p cn� UNIT 1 Wz U N I T 2 �`„ W TRUMPETVINE PLACE V) BOTTLEBRUSH DRIVE o ¢ s of 3 Lu� SEE SHEET 6 00 �8 W - LEMENI LILY DRIVE o Kck UNIT 3 - - - - - - - - - - -� SEE SHEET 5 ¢ a E rnr U)m r cv 5, �� Z ��' SE SHEET 4 0 ¢� HUCKLEBERRY DRIVE o c�i I °- it o of- - - - - - - -i rn W W SEE SHEET 3 o Wciv oM 18' 8' N vr-o-51ry z�w N - ----. / z z rn _; 7, N c� to I I - - — cfl �X 5' Q 1+++ ¢�' v • vc`ii v cor- m o oir` i W a.) 00 ev I 30' 30' I t z cO o> 18' 18' i i z r-,. aD i= 18 r I j 3 z t i z 8 Orn z i¢- WON w uoi N I 130' 30' 6 i m 1 o M°r,° t 30 t rW, 1 00 Ln t INTERSECTION/B.C. N0539'44"E RAD. 1 z �� - - - - - - - - - - :0- t w 1") r' En ++ ,�, z ` N z F¢ �¢_ LANDSCAPE otrw cn W STA. 9+65.25, C.L. SPIREA STREET= I t � \ LANDSCAPE � LOT -'— z �a i INTERSECTION E.C. S10°49'43"E RAD. STA. 18+96.68, C.L. BOTTLEBRUSH DR. t , _ _ _ _ - - _ _ °d� `" "' v LANDSCAPE - 1 t LOT �� / z SA18+501GUE�I 000l . .L SPIREA DR. \ � 11+00 12+00 13+00 11 8 � 14+00 15+00 16+00 151.61' �5' j NOVOS50;f 8" SEWERS ao -o - - + — - - - s - _ _ _ _ _ - 17' 00 _ - NO4'57'38"W 8" S WER cn 18+00 / o �0� ` ` i 299.3' ! N ' 1"E 8" SEWER 280.01' s N00'55'21 "E 8" SEVER 64.25' 2j fig. ` 41 / c1� co ca o F opo c�O �� � r= ~ ~ r- F' erg k t , I N o cr F!: 7, i Q ri cv r I O t1' t o i o f o 1 0 0 B yr \ ��D F t N h f f t I M I o z o I o t _ o o I o I o t o t o "a v cn i �+ 9x Q9y 2��9 "ncr '`� M I ''� I ' I M I z o , ! t o Z 1 I FC1x 4>ap.� - c`v N N `� 1 N 1 61 z C, J `f d- W ui� tf _t oo ! _ �� ��• ® Q 5 4 N N W F N N N N J ,fj r U; k / ro• ,Q.h o �i r` N z c u: N N p '�� N N r' N co P oo t O I + t + I + I + I ��;-�;I X14 13M X12 11 N i 10 I =JW ^ Q j N �� co Q Q + I t N N r11 r� + f + I + i + I z c xn r� .! a' I d N s rn �" 1 V F D ' t i + I ¢ 7 +rit�rc.� �n �� o T ! ,+� of I I ! Ir I to -;t:, c+O t I o �`N t qv I owo 4v `� M ¢ ¢ Q ¢ 0- cOn I I Z ---4wQ40 ww 11 2 w 1 1 p �'j rr} r7 \ cn rn cn I, ur ! � �� I ct)c~n co I c i v~i Q ++ �¢- I r¢COCO c'` t w \ O fr OD \ � QQ cocc> N ur = rnrn t t DO Of ` O Z W o � � UNIT 2 wF� 13 �0 �� OZ z u- I m 4 WLLJ dd Q :3 a SPIREA STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 i s j APPROXIMATE FINISHED a�$•� j , -`_-._ _...-.-_}sif;�r1'•,i.� i ._ st .- _3.•.. P. __•...,,._._-____.tz'.,:i�tt4? f ...._._.__...._—�, _ _-_�_■■■.._�ii4E{irtfi• — --'-GRADE — - ---Ti•it r_ -I NE __ __ _ __rt t�i _... ! •__ I_ _ U.•A - p_- - •------- -i:r:;- ____..,.._-.-_.___ _ ._- _- __-._-___— __. __.-.•._-- __—__te-_._—_r.-..•--. —_-----_2}'�Ij�I--__—_---- ..—_-__._-__....- .___ yy_ -i. f_i_.-.._ .-,__-- _-_.-•-- -.__�-__.___t�!i; _ --'...._..-._-.. _. ct�v-i•.sp'$.i� -- ii 333334444 20 86CENTERL__-_-.-_-_. #"GRADET-- -- - - —354 _ 5 352 - 350 344 _.__- ---------- . 34 340 . _ ---- -- 1 INVERT » R •-N�V1VVER $ T-8" SEWER -- IN T8" SEWER 00 �Cl 334 `_ 334 004 �� O•�� W �Q Z! 332 C) , 3 C40pe)M0 06 Z�p OD ¢ dOW O N Z Z ¢3 6�} La 330 _ - � � • 's s r 1'JcJ (if t t ; s �1 ZZ » i i � Q 3 f fn Cn W- D E s W W 1— s W i--• 7 � r i ' , , , , 328____.� f ► _ _ b._..i.328 INSTALL 299.93 F OF 8 I SEWER -0.35 INSTALL 280.01 LF OF 8" SEWER -0.3% INSTALL 1,64.25 LF i OF 8 SEWER -!0.35 INSTALL 151.61 LF OF 8 SEWER -0.35% $ i 3281D 11 t2___._____._._.-__,_.-_.-.._�_13- ^-- 14 15 16 17 18 19 �326 LGE ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY • � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.Q.B. STD. SW -4. A _ _ © CONSTRUCT SEWER CLEANOUT 2 SHEET MM SECTION IS SHNN PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 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 � RU CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE PER C.O.B. STD. D-14. Z 3 ry z� a� Z 5; Z F Lit � Z (n Q a ¢m 0 La W Q S 10 0 co 0 M O Q O 6�Q UNIT 5 1/� �°- UNIT r UNIT ■2 i0 JJ O O O O O :n �3 o O O O o 0 16 YELLQW LUPINE DRIVE z Qs to,, � BEACH ASTER DRIVE - C. CHECK EERK DRIVE � `R CQNE� Q SHEET DRIVE SEE SHEET TO a-%!, SEE SHEET 3 0 o 30' 30' t Z J J + d + 1 30' 30' 1 V t 9 ` 3Q> 3ort1 1 1 CID+ o ( r— ,$' 14 -_ 37 4 3� ,$' 1$' iiiCf t 7 `30 t N tEz O cors- F I t _ I t 1 _ 1 1 Frns18,8 d ___ _ _ r- _ a _ _ �____ ___ 5>______'(/ wdrn aco ¢ _ - -1 5' _! _ r --r-- --_ _1-�- ��! _--- --v�- -+-- _{- z -- - r- - - - - �' z - - - - - - L — - - - - t INTERSECTION/E.C. S00'S5'21"VV RAD. La zLANDSSCAPE i xSTA. 19+27.. GL. PALE LILAC LANE= oli` 0 lANDQTRPE s LANLOFAPE s tt STA. 21+25.11 C_L. CONEFLOWER DR. zlNTERSECTI ,2 E QQ. - E - " E _ --- -500'55'22w i S6 fi 3 E t.SOWS 22"W 6 SEWER 18.31' •__ SQO55 22 "Y�I-�i 59 98'__._ . _ F - > �8 ' STA. 9+68.85 C.L. LE LILAC LANE= ti ' - _ _ - 6 SEWER ! oo G _ - G - - - - �_ - _ 6_SEWER Jam! - - - — - E STA. 21+10.62, C.L. LLOW LUPINE DR. - - d----"' - - G ,_.._$EWER Id ANagii 26 � J cdv STA. 19+07.42, C.L. 5.82LT.= v 0,4 �i STA. 18+$6.76, SEWER � _ 11+00 z z --- __ - - 13+00 - - - 14 00 17+00 - ---- > cn O �— - � - - 15+00 I LANDSCAPE o 72+00 � � T6+00 j � LOT z u a I i -' 11 -+ I Uj 000 j d It V c i cs c tf I ei a '� O ers Zrr f d t M �,yz�� CD CD { { ! 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STA ' 156.$6 OF 6' SEWER -i_96% > »` i i INSTALL LF a t0 i INSTALL 159.38 LF OF 6' SEWER ® -248 ! ! `aW t i t_ ,__.._.�__._ ----.---_._----,---_______ __ 38 338 --_.__.___ _____-----_._-_- - » 3 uj ci z uii v~izz a i t : i E t V 36 336x__-__..____..__.__ { - ------ - - - INSTAlL4-2-,$c18--l�-OF•6-__SEN�R-�-± T:45°fa - 3 t 334, - r 4 , , t i i 332 _ _____ .•, ____..__._....__-__..._ _._____._._.—___,__.. __---- -.__ __..._ __,_._ ___._____�_.___. _ _.___---_.---___._.._:_ ____- -- 332 11 12 13 14 15 16 17 18 19 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORK 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 w X 35� TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER ® CONSTRUCT SEWER MANHOLE A TYPE "A" PER C.Q.B. STD. SW -4. IL _ © CONSTRUCT SEWER CLEANOUT , 2 SHEET 104ERE SECTION ,S SRO PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' Oo 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 �tr CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE 'A' PER C.O.B. STD. D-14. = m>; L Lu w X (nuj Oo cn = — Z C1 cez UJ w d to � w U a 03 tT O W La rn a. Q Lu =3 La Q:: o 0 O M O 0 UNIT 11 s sF s99 4 C4 5 + �^ sF�F�c���cS O O N FQ- } N`E!O'55'2r UNIT 1® o o o 0 34. ^ 331'32 ^ 131 f+ + 1 f\ar �r t ,+� + cn 8' SEWER s 280.08' Qo 30 LINE TABLE 0 UNE BEARING LENGTH L1 N89 -04'39"W 29.26' 278.63' co s zW ���' s 8' SEWER INTERSECTION/B.C. NOO'30'12'E RAD. / 0��,.,1I 03 i- O o aoM It 35 t Z CJV M r � Ucn r1 o 36: � �o d U, m O tt Z X28 £, 3 12 0 z Q ccs to coca -__--_ a _.;WI Z .Uvwil M2, w Ino o cn c i c i �F C5 (L INTERSECTION M - - I co W �N co `N - STA. 12+80.48, C.L WHITE ALDER AVELOT STA. 10+00.00. BEACH ASTER DR. (J 21.51' � oo I__,tea-r'_ rNDSCAPELa 2�s wz Q8 06o + `�+°_______.... > X Lu co O CD wLO o^ Q OOD w U �--tN N + + oz + m + +� W 23 4 < ABBREVIATIONS t- c" CL I- ~ N N 30' 30' } N`E!O'55'2r UNIT 1® o o o 0 34. ^ 331'32 ^ 131 f+ + 1 f\ar �r t ,+� + cn 8' SEWER s 280.08' Qo 30 LINE TABLE 0 UNE BEARING LENGTH L1 N89 -04'39"W 29.26' 278.63' co s zW s 8' SEWER INTERSECTION/B.C. NOO'30'12'E RAD. / 0��,.,1I 03 i- O � t Z CJV M STA. 11+32.41, C.L. WHITE ALDER AVE.= � Ucn r1 o 0 - STA. 10+50.60, C.L. YELLOW LUPINE DR. �� X28 £, 127- w oo Z6 cn coo z Q ccs to coca -__--_ 3 ` oo w Ino o cn c i c i �F C5 (L INTERSECTION tz•- - - I co W �N co `N - STA. 12+80.48, C.L WHITE ALDER AVELOT STA. 10+00.00. BEACH ASTER DR. (J 21.51' � oo I__,tea-r'_ rNDSCAPELa 2�s wz Q8 06o + `�+°_______.... > NOO`55'21'E co 0 oz LEGEND: 18' 23 4 < ABBREVIATIONS o�� p CL CENTERLINE 911 30' 30' INVERT YELLOW LUPINE DRIVE cq� �� SD STORM DRAIN - SEE SHEET 10� crs +co O+ MH MANHOLE � q3 ad CD O z QQ O JB SMH JUNCTION BOX SEWER MANHOLE cnw O . W W UNIT SEWER CLEANOUT 11 } N`E!O'55'2r UNIT 1® o o o 0 34. ^ 331'32 ^ 131 f+ + 1 f\ar �r t ,+� + cn 8' SEWER s 280.08' Qo 30 LINE TABLE 0 UNE BEARING LENGTH L1 N89 -04'39"W 29.26' L2 N89'04'39"W 26.32' } N`E!O'55'2r UNIT 1® o o o 0 34. ^ 331'32 ^ 131 f+ + 1 f\ar �r t ,+� + cn 8' SEWER s 280.08' Qo 30 > 0 29 C6 co s zW _ szir J 3V O N 'Z 0��,.,1I 03 i- O � t Z CJV M iW 1= � Ucn r1 o 0 o �� X28 £, 127- w oo Z6 cn coo z Q ccs to coca � o cv ` oo w Ino cn c i c i �F + tz•- I�� �N co `N NN (J H ( Q > NOO`55'21'E � s �VSEWER C> f co 8'7 T 1+ i cn MATHLINE 4.06' -�-.- ' SST . 16 _ STA. 18+00.00, C.L. co 3 STORM DRAIN MANHOLE NO. 14 LANDSCAPE - IW LANDSCAPE STA. 12+94.91, C.L. S.00RL LOT zl cnI LOT W ' — — — N ` ap 00 I i s' 1 1 5 -- -- -_ - -- i I I 1 18'18' i �— - 18' i 1 2 ✓ t 30' 30' '� 3 1 30' 3Q' BEACHASTERA HET TEEDRIVE CHECKERBLOOM DRIVE SEE SHEET 8 U N I T 8 UNIT 1® WHITE ALDER AVENUE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL INSTALL` 552.49 LF OF 24' RJG-RCP 0 -0.11% ' 2 : 360 , f t 1 _ , f i • Z y , Z60 f , i 358 : t t r i { t • z i i • t J u`---`356 _ - ts 71— WI �t7 £ ca i :........,.__....--. � _'_.•_._„___-�_., >._._.__.._�.. _. E- ...._, ___._..__`._._.___:...._------�'..._._..- --- �---1....... ---,.-..,_- - -tom”` - --- - - .. _. ._. � _ ----._.__ - ._._.>..-_._`3-� ._.-'------- �--`--.. ...._..._._....._---.___...._ _._... _ __. _ O 354 , F ; mI J J _ - -_. - - - _ _ - 354 ■ �z APPRO M ,1 N- i ____._....a..__._..__ ( __.___..x__"..___ .._ _.__.-__. , _.-_.__._._. _ ._.____..._. __-_.__._.-..__.._ _ -- _ -. .�_. -.- Zz-- GRADE _CENTERLINE - 352 ; 5flg 44 _ ;352 _ v. T I , 1 --- - _- - ; � t : ' £ — f •r , , ,3 T ir{V ft • i}l4 f1, ji - --- - •S E• ---:� _..._._._• --}j,ff _�� Y•• f �1R _ � : -� ---_,_ ___,_._ , -. mss- -.._-•. ..ji _ ki "" 346 .14 34 8 ___.._.._.._-73� 44NVENT 24'I---------- 342 rr342 _... - ' Stt ik f• _ i ___-_ ;i�--.-._...__,_..._: _ __�_..___% tt w3 v t , cf ; -- ----- - -- ---- -- - -- -------- -----..-. ---_- - -f-!- - --- --- -,- - --- -I-N-- V -- E - -- - ---- - --- ----- _- --•- - - -__-...-._.v_.._._ - -WER _ 3333 44802 8,7SEWER 34RTSWR 8' 338 U JCD 00 Z O 00 4 i O Sa..__.-.- iz O c;-: _+ tfZ 6 W 00 >> -2-!ft! ----i334 0 -uiw Q t Q t t Q 332 — i S ALL 278.63 LFF 8� SEWER ®-0.35% INSTALL 28008 LF OF 8' SEWER -0.5% _r_._�..�z-.____. _¢-'-_._._.____ _ISTit�L;264.06 LF OF 8�E1NER ('-p.35� -_. -----_.._.____--- --- - 32 i3 : i 30 ,__-- �- - -- - ---- --- -----__.... _ .. _._-_.._ .� _.._ - - - -• - - - -- -- 330 10 11 12 13 14 15 16 17 18 O M t- cr) Ia< v0 00 w _t Z LO I w 00 �W(o o�.� w Y Q m k 0 01 > > m C6 co s zW a 0 { s M I7tt > U _ d V Z x - k 0 01 > > m co s zW a �aQ s Ld - z o cn Z z Ir Lu V) W 00 c� -� a > � 0 oz LEGEND: 4 < ABBREVIATIONS o�� p CL CENTERLINE INV INVERT O SD STORM DRAIN - MH MANHOLE � q3 ad CD O O O JB SMH JUNCTION BOX SEWER MANHOLE O . W W SCO SEWER CLEANOUT W SDMH STORM DRAIN MANHOLE Q EXIST EXISTING u L� El E V ELEVATION a o RIGHT OF WAY O Z 2 3519 14-M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION [moi{ w S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: V 1 V z O o 0 �•� V tJ0 Q o 6 TYPE 'A' PER C.O.B. STD. SW -4. A `_ _ _ _ _ _ Ix Vo v so CONSTRUCT SEWER CLEANOUT SHEET WERE SECTION Is SiOW co s zW a �aQ - z o � 0 oz LEGEND: 4 < ABBREVIATIONS p CL CENTERLINE INV INVERT O SD STORM DRAIN - MH MANHOLE � q3 ad CB CATCH BASIN O JB SMH JUNCTION BOX SEWER MANHOLE O . W W SCO SEWER CLEANOUT W SDMH STORM DRAIN MANHOLE Q EXIST EXISTING El E V ELEVATION a R/W RIGHT OF WAY O Z 3519 14-M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION uO S CONSTRUCT SEWER PER CITY STANDARDS SECTION DESIGNATION: V 1 V z (� CONSTRUCT SEWER MANHOLE SECTION LETTER �•� V tJ0 6 TYPE 'A' PER C.O.B. STD. SW -4. A `_ _ _ _ _ _ Ix Vo v CQ CONSTRUCT SEWER CLEANOUT SHEET WERE SECTION Is SiOW PER C.O.B. STD. SW -6. a CONSTRUCT STORM DRAIN PER CITY STANDARDS 0) 0 CONSTRUCT STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE W W MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. W 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS I ocr CONSTRUCT CATCH BASIN TYPE 'A' PER C.O.B. STD. D-14- UNLESS OTHERWISE NOTED. to 0) ILI V_ A 1 0 It • UNIT l o U N I T 11 z co 11 F, C> J L'Iow- �Q 12 U N I T 6 C5 JW 00 O QO SW ..i - inC>C , 1_ �J c3co ! ti 1( d v tri ¢t~ii Q O J - 11 � h J I O S 'tM� Q O O 1 C, Z U>W Z Uc O O 0 CDO O ~ � M ~ Z U� J 1- O O J Z Q OtA�AIf O J J J W i"' F- Z O F- O -� O v O cz) o I ++ I _ M f o zc` o CD.-+ D J o -i a r� 1 ( O Z �J i- i O QW O F O O cs - . O Q O �� Q O J J J 1� uim M -Qty tJ 1 1 r� o � t Q oo t M m J La. 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