The URL can be used to link to this page

Home My WebLink About1.2-7202 1 & 2 Record DrawingSUMMARY OF IMPROVEMENTS UNIT 4 SEWER IMPROVEMENTS UNIT 1 UNIT 2 6" SEWER LINE — LF 405 LF 8" SEWER LINE 423 LF 945 LF 4" LATERALS 333 LF 1178 LF STANDARD MANHOLE 2 EA 3 EA SEWER DROP MANHOLE — EA 2 EA CLEANOUT — EA 1 EA STORM DRAIN IMPROVEMENTS UNIT 1 UNIT 2 18" STORM DRAIN LINE 122 LF — LF 24" STORM DRAIN LINE — LF — LF 30" STORM DRAIN LINE — LF — LF 36" STORM DRAIN LINE — LF — LF STORM DRAIN MANHOLES 48" 1 EA — EA CATCH BASINS 1 EA — EA STORM DRAIN MANHOLES 72" — EA -- EA VICINITY MAP. N.T.S. UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 NU IT 10 UNIT 11 THE LORDS AVENUE TOTAL — LF 108 LF 317 LF w 154 LF 200 LF 123 LF - LF — LF 169 LF 1740 LF z 1150 LF 1005 LF 1110 LF 1 467 LF 851 LF 718 LF 1 315 LF 1 Q 447 LF 11029 LF 842 LF 716 LF 1456 LF 1339 LF 1585 LF Q J 865 LF 1190 LF 839 LF 1009 LF 12356 LF 3 EA 6 EA v 5 EA 3 EA 4 EA 3 EA CHAPARRAL MANON DRIVE STREBOR 2 EA AVENUE HARVEST — EA DRIVE SUNNYBANK AVENUE 1 EA 2 EA — EA — EA AVENUE — EA — EA 5 EA — EA 2 EA 1 EA — EA RaPa 2 EA 1 EA — EA . — EA 1 EA w w JOHNSON ROAD UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 w UNIT 9 UNIT 10 UNIT 11 UNIT 12 TOTAL 159 LF 1032 LF z z 1052 LF 419 LF — LF 80 LF O��c30 ui BLACK HAWK j m t~r3 — LF 4 — LF — LF D AVENUE < TIATA AVENUE — LF 0 — LF — LF — LF — LF 260 LF 34 LF — LF cr — LF — LF Q — LF — LF — LF — LF w — LF — LF — LF — LF — LF 259 LF 1 EA w — EA 5 EA Z5 LLI 3 EA Q w 1 EA -- EA LL' 16 EA 1 EA 3 EA — EA 3 EA 3 EA 3 EA — EA 3 EA — EA — EA 17 EA — EA STOCKDALE HWY — EA — EA 1 EA — EA — EA — EA — EA PROJECT P �µ i t' z w SITE ; V: Of :z �a { o VICINITY MAP. N.T.S. UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 NU IT 10 UNIT 11 UNIT 12 TOTAL — LF 108 LF 317 LF 264 LF 154 LF 200 LF 123 LF - LF — LF 169 LF 1740 LF 921 LF 1150 LF 1005 LF 1110 LF 1 467 LF 851 LF 718 LF 1 315 LF 677 LF 447 LF 11029 LF 842 LF 716 LF 1456 LF 1339 LF 1585 LF 1004 LF 865 LF 1190 LF 839 LF 1009 LF 12356 LF 3 EA 6 EA 5 EA 5 EA 3 EA 4 EA 3 EA 4 EA 3 EA 2 EA 44 EA 1 EA — EA — EA 1 EA 2 EA — EA — EA — EA — EA — EA 5 EA — EA 2 EA 1 EA — EA 2 EA 2 EA 1 EA — EA . — EA 1 EA 10 EA UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 PH AE 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 TOTAL 159 LF 1032 LF — LF 858 LF 1052 LF 419 LF — LF 80 LF — LF — LF 3722 LF — LF — LF — LF — LF — LF 416 LF — LF 406 LF — LF — LF -822 LF — LF — LF — LF — LF 260 LF 34 LF — LF — LF — LF — LF 294 LF — LF — LF — LF — LF 259 LF — LF — LF — LF — LF — LF 259 LF 1 EA 2 EA — EA 5 EA 4 EA, 3 EA — EA 1 EA -- EA — EA 16 EA 1 EA 3 EA — EA 3 EA 3 EA 3 EA — EA 3 EA — EA — EA 17 EA — EA — EA — EA — EA 1 EA — EA — EA — EA — EA — EA — EA s % _ s o s s o s s s as s• o x s s c T T- 1 7 6 5 4 3I I I I I I C 8 2 �I # I 4I 81 6I ! f! UNIT 6 ff I 1 I 21 .3I 18! SMI CX °1 I I7' I I I s � 9 � BURR r I � --- 1 .119 34 3 11 � 15 I 1 35 36 24 28 22 21 20 1 19 18 17 15 14 1 -- 37 J 38 I I I ( ! 1 1 1 12 I f `� I I I Iif.B. 1 — 13 ,2 DM 1"' t 0 1 SM#411 r 13 33 32 31 30 m 29 28 27 26 1 1 2 1 8 1 4 1 5 1 8 W 1 ! � � � � ,,,1 i I i I I� 1 8 I 14 LE N m LILY _ SC _ EMU �-- — — Z' DM3 - -_ —� lI qF NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN 'MET, 81 N CD W .7, uj J C) Z w :D (n Z Q J —tT1— 0 INDEX OF SHEETS 5 �; 32� 34 � 36 37 � �} 24, z3 , 22 , 2, , � ;�?, 18 , 17 , 1;_..._, � SHEET � SHEET TILE s NIT �I � � � ► ENGINEER'S STATEMENT 1. TITLE SHEET 31 30 29 28 27 26 = 6 I $ I 4 � 3 f 2 � 1 7O 9 � � � 1 � '- - 11. FANAV LILY LANE &JEWEL FLOWER STREET � � i a I � — — — THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY Z. NOTES &SPECIFICATIONS �Z. BLUEBELL PLACE &WILD RYE WAY ��7 B _ RU CB _ � � � g � � I � U /�(/ 7f I I i 4 ( DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH s i — — _ � 17 DR s� � — CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, 3, HUCKLEBERRY DRIVE 13. SPIREA STREET _ _ _ _ _� � � ` / AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY 4. LEMON LILY DRIVE '�. s $ '�- 4. PALE LILAC LANE �o Q a� O+ 25 , W � ° — --� 6 — � � OR OTHER REVIEW BOARD. 59 TRUMPETVINE PLACE 15. VIRiITE ALDER AVENUE a � I 16 �s z Za 8 � � � � I � I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS � I � (�#Fi(� � I I I � AND ANY ERRORS, OMISSIONS, OR VIOLATIO S 9F THOSE ORDINANCES, 6, BOTTLEBRUSH DRIVE 16. WHITE ALDER AVENUE CONT. 9 t13 2 g I � i t5 � 23 , � STAND AND DESIGN CRITERIA SHALL RRECTED DURING CONSTRUCTION. 9 7. CONLEFLOWER DRIVE to ,a 21 22 ,o f� n 8. CHECKERBLOOM DRIVE � � U- 529 � 1 r is » r I CUUACA� A � 9. BEACH ASTER DRIVE cB�sm 10. YELLOW LUPINE DRIVE 11 2 � 28 21 I 18 _12 � i I Iu N i r 4 '� 3 I I � 27 22 » ' � '51�11►42 J3 �' � � s �' �! .' � i 4 3 2 ! � - -_ APPROVED BY: R GER A. McINTOSH R.C.E. 33322 DATE & JOINT UTILITY TRENCH 4, R 7s TYP. 0 J m 3: SEWER MAIN 5' TYP. 5' MIN. 60 TO 7' MAX. 0 TYP- 00 00 ON DEEP SEWER, SLOPE LATERALS -� TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. DETAIL It - � 4 WATERLINE FINISHED STREET � � GRADE Q Q J 36" TYP. 5' MIN. TO 7' MAX. 1% MIN. r SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES TYPICAL SEWER LATERAL INSTALLATION * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. 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. 2 t3 . 4 25 Q J e Q# SHEET NO. INDEX KEY MAP SCAM 1 0 =200* IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVE BY: RAUL M. ROJA.S PUBLIC WORKS DIRECTOR DATI R.C.E. 39880 EXP. 12 -31 -09 ia- �j REVIEWED BY: )v SSISTANT PUBLIC WORKS DIRECTOR LEGEND:. ABBREVIATIONS CL 4 ox a z W o , INV INVERT SD —tT1— 0 INDEX OF SHEETS 5 �; 32� 34 � 36 37 � �} 24, z3 , 22 , 2, , � ;�?, 18 , 17 , 1;_..._, � SHEET � SHEET TILE s NIT �I � � � ► ENGINEER'S STATEMENT 1. TITLE SHEET 31 30 29 28 27 26 = 6 I $ I 4 � 3 f 2 � 1 7O 9 � � � 1 � '- - 11. FANAV LILY LANE &JEWEL FLOWER STREET � � i a I � — — — THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY Z. NOTES &SPECIFICATIONS �Z. BLUEBELL PLACE &WILD RYE WAY ��7 B _ RU CB _ � � � g � � I � U /�(/ 7f I I i 4 ( DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH s i — — _ � 17 DR s� � — CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, 3, HUCKLEBERRY DRIVE 13. SPIREA STREET _ _ _ _ _� � � ` / AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY 4. LEMON LILY DRIVE '�. s $ '�- 4. PALE LILAC LANE �o Q a� O+ 25 , W � ° — --� 6 — � � OR OTHER REVIEW BOARD. 59 TRUMPETVINE PLACE 15. VIRiITE ALDER AVENUE a � I 16 �s z Za 8 � � � � I � I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS � I � (�#Fi(� � I I I � AND ANY ERRORS, OMISSIONS, OR VIOLATIO S 9F THOSE ORDINANCES, 6, BOTTLEBRUSH DRIVE 16. WHITE ALDER AVENUE CONT. 9 t13 2 g I � i t5 � 23 , � STAND AND DESIGN CRITERIA SHALL RRECTED DURING CONSTRUCTION. 9 7. CONLEFLOWER DRIVE to ,a 21 22 ,o f� n 8. CHECKERBLOOM DRIVE � � U- 529 � 1 r is » r I CUUACA� A � 9. BEACH ASTER DRIVE cB�sm 10. YELLOW LUPINE DRIVE 11 2 � 28 21 I 18 _12 � i I Iu N i r 4 '� 3 I I � 27 22 » ' � '51�11►42 J3 �' � � s �' �! .' � i 4 3 2 ! � - -_ APPROVED BY: R GER A. McINTOSH R.C.E. 33322 DATE & JOINT UTILITY TRENCH 4, R 7s TYP. 0 J m 3: SEWER MAIN 5' TYP. 5' MIN. 60 TO 7' MAX. 0 TYP- 00 00 ON DEEP SEWER, SLOPE LATERALS -� TO LOT LINE SO THAT THE END OF LATERAL IS WITHIN REQUIRED TOLERANCE. DETAIL It - � 4 WATERLINE FINISHED STREET � � GRADE Q Q J 36" TYP. 5' MIN. TO 7' MAX. 1% MIN. r SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES TYPICAL SEWER LATERAL INSTALLATION * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. 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. 2 t3 . 4 25 Q J e Q# SHEET NO. INDEX KEY MAP SCAM 1 0 =200* IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVE BY: RAUL M. ROJA.S PUBLIC WORKS DIRECTOR DATI R.C.E. 39880 EXP. 12 -31 -09 ia- �j REVIEWED BY: )v SSISTANT PUBLIC WORKS DIRECTOR LEGEND:. ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEINER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 9 T• �• TOP OF MANHOLE TOP OF CLEANOUT / LEA OUT ELEVATION --- . S CONSTRUCT SEWER PER CITY STANDARDS . {- CONSTRICT SEWER MANHOLE R TYPE "A" PER C.O.B. STD. S -7. CONSTRUCT SEWER CLEANOUT e PER C.O.B. STD. S -20.� M - - D CONSTRUCT STORM- DRAIN PER CITY STANDARDS o f 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7. a, TTf"A."229..JTT9! i. ` i CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S--12. 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- 840 - 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 —S, 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 -129 D -13, D -149 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 "9 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, II, AND Ill 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, II, 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. A ACH IEVING 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 (907o) 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 -39 "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 (90 %) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 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 SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SEC11ON 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 NTH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, AL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3600, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 11. WYE FITTINGS SHALL BE INJECTION MOLDED IN —LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1. 12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS 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. 14. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ill WITH RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 651 "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.06B, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE.. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 15. BORED /JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR — BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF 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. 16. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS 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. 17. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ' �S 'low a D OR c 1 4 4 4 p f fov' 11 � C) Q �g: w vq- wm :�- J Q IV- �w _ == 6 cD �� . F-- 8 �- (7�A r� Q I W J-- U-) -: �,-, - \ 0(:5LLi m r.,: I �� ,- r- �- 0 Lcil.: ro -< . x !�� 0 . < p U-)K) of - j7 �S' �' �o I_ cD W �''� rn ` �0- xJ � \] �-7 6� ° Fz-- I X C 'j ro ° � X/ .j� ,,4� �11A - I w + :�_� sr <F _ � w IN t. I* . , __\c� *�� - . / /{y ��Rst sr�rlanr STA.' 9��2. B•C• S7 ° .. P ,-579. .- 32+4 7• � e•L. yU � 1g 3 ? "E /L 4 3f C• L CKL�� RAD• I 139 L. �I� A RRY DR., / LDE� A 1 �E. 1'`- -__ `�_ , �' I : F. 10 K J% ;eq plvr Vftft lK ~ J40+ '`34 2 :+c `''t� CID 18' ra� 30• I" a. A��.,� 3p' SEE Sye`fT 16�►UE I i_-]: 5 .J N 1 rn^ I �Q W N F- co I ro CD I +z co L - � w U-) --,- 1 +40 \_.." __+_� _ _ X. 8" SFIR _ = - _qP LJ t / 1 V_ Q to ct rn 1 C "--c t V_ _' +QD 35 i:Tx co, UNIT y W_ t Q__ r ° t 6 nJ t p c oC3� °` � n t II 0� I 003 I � +'z t �, c 36 ' . Q N C/),Ui Q < >_ of w II � W C5 �- - mJ lw_ m Jn_ .� F__: 4w z: C:)- O Y Q J N 0_3 __j ...j 00 0`nW~I � mm 00 � _ _. i N 3 CD w . �Q ZQ Um °a' _� -. J J _~� cl� 100 om � O�2 w m 0000 to Q Z 00 0c0 � Q M � I ,� w 0 moo I I ± z CD U.i U) NN r7 J U) + + c G0 CD V-T- +0 w N N M ,.d Q F- 1042 w r,is �� `n r'= -- + ~w X << ,C- .w Z Qa I N i- ,z cn w cncn � w C-0 c~n v~i I O r` F--- 1 �-- �� i__w Qx 1 �_ � I F- w v, T - t -----� - . - _I 12+ 00 � _� . 212•x4' ---- ------! - ti I y W_ t Q__ r ° t F-: � nJ t p c oC3� °` � n t �w I 003 I � +'z t �, c 36 ' CN +� NFt u� ��37 C/),Ui UN�T 3 r7 it Z F"" i VELD RYE WAY � Loo' SEE SHEET 12 I � ,__. o _iw I i ... 1 1. _ m �'� 58' 58' ni � I N no 32 co^ I ,' Q I '``' W_ f I - 1 �' � � W I �- �-a' W ++ I 10 I � 'c I ��- 3 -Q Qo . I 0E-- .Q2 �� d-d- 1 - Q CD --J I Lo ,_ ��- I w w I z� I + + CD z cn N � +CD I �z ( coz ►� �c �_`_ w �- W cncn I v o tv `- � u) I . cn x Q I n = ,U' I �x f--w w F- o IV- �° F--,X ( (/')----- I cn� '4- II 0 lof J m o I i w ° I '- Q0 uiw I _j X: -.w N Lo ( � -j I �� I Q Uto 00J ( r7Q f�� I� w ., ro Q ^W I V � Q co 00 m CR" 00 w I ©Q ( © J I � n000 0�< I �� o+oz I I cn ++ too +CD I r- z .V) n- F- I w - tj_) ,. I x F- ~-- Q x-< _ w cn � w I cn� __ ___ IV),--- -I - ___-- L-_- 0 � II oC Li C �M m m�_: d- m vi U w< JW N_ Y 0 L__: i =:)f I I rn 41--il I -q- Q u I �- � a I U-) 7 I + C.D co z I �� ( FQ- X �,,- I - _ I— IU m -J (i N / Z �� o�OQ I . �w Iw uano -Q 8 / lof mm m / - w T-T- oo:z,I / _" . . iz: T-[- Icy cncn �X / ��,,��`�\' I,, / x �, i I'll - _� . 1\z ��, I—, N 1-11 _ � 10 -------_, ___r / r w cn - - I - 18 pp ,---- - -- . 23Q.8 ' EXIST• SEWER MANHOLE NO. 5 I J _ - -- - ` - - - -�S�R ` � STA. 19 +52. C L. `_� _ EX. � � � 78, 10.61 RT.= �7 +pp _ � \ STA. 19 +11.08, SEWER - 13 +00 S88;39'06 " "E X. 8, SEWER 213.87' '35"' `1 -- `1'� _____ _ N89.59'53 "E EX. 8" SEWER _ 236.23 N82�17 - ti6 +oo 1 _ - S87737'54 "E -° _ - - - _ - - q INTERSECTION /E. EX � � I � � � _ C N89 °04'39 "W RAD. 0 . 18 DRAIN 19 .77' 15 +00 C� - � � t 1 1 � ____ � _ 1 - - - - _ _ ' - - � � I � ( STA. 19 +52.78, C.L. HUCKLEBERRY DR.= - - - _ �-- I N I c�� I W I STA. 18 +86.36, C.L. SPIREA ST. �� _ w - _ _ _ _ _ _ _ _ PAL I I a Of I �^ I `�` v r_ 1 1 Of �' I i r, w 14 ' %-- x I cr ( cv F- I � I Of w I `T°. J � Q I r I 6< I` 1 r„ 18 .� i . © m � � ° I I o ( �^ �Q I ©w I �Q ( o� Q I 30 / - - o °p . co � Q o^_, �r _ , ( 4- Q I z t-- ��-, 00 � Q I � ao � I o Q ( oo z z . a �Q Q w o� r�Q I I I Of J 1 1 I -f.-' I I . co I M • Of I .� I �� I. o� Q I _a' wQf N w Q I Lo z +CD I `7 �� I L� �� ° �w I �� I �'- coa �! ��, r`z I .� I �X I SpIR A S 13 I f I► ? J " I . 2 4 ►�; <2 3 I 2 2 Q I F- cl I w �z I �_- I Qx I �� 18 i d U 00_j 00 Z •Q ( N 1 +C ( �- .cn F-w 1 18 w +c� rn I +CD I +c� I Q (3 f-' i +C5 C + I z . n I �x I cn� 30' 30' `� N �z r �z I �-z I �z I o c' + ( Loz i �� -� I �x I cf)� m ui . cn I . n . cn d- r-,= . c -) . cn I Q x 1 cn� I ESL ° c �w Qx I �x I F-w I � M .Q ( I �w I v)� UE�Et.L. PI.,AG cn + - ; W I cn� �--- I 0 cn F- w I �� , , SEE SHEET E " � + cn� _' 12 � � 38 . x � S00030'1 2"W RAD. v a `'� c" q INTERSECTION w � STA. 14 +59.55, C.L. HUCKLEBERRY DR.= UN�T STA. 12 +98.01, C.L. WILD RYE WAY HUCKLEBERRY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL . T- a EXISTING 198.77 LF OF 18 . " RGJ -RCP 0 0.11 % � _ ..�,. _,_ „.._.w_..<_�.,___. _, -,.. ,. . , .<_....,,- _.»�,._. -. _.. .k.,._ - -, -,_,_, �,_«.,_. ,,,w, -__. , -. _ «_ -_.-,_ _.V_<_.y..,,, >-- ,._�. -, _ � ,.._ .._ . N 11 �...� •' - _ ,..,� - ._...+cw+ as , -n' , ..,,t,..n. ..,,.,...,.. r «.+.: .>.,.- - ..,..... ,,.- ,...�- v..a.n. ..,- ,_- ..,,a+, ,.- +..,,, .- n- ,..m•. .... -.. rv._ <.u,.._ .,, ._�_ .................... c,...r. �a- .,,.,,r:.i ..r+.,..._.,_ ,�..,__..,. ±.., .. r,,,.... u- ,..... _,.,..... _,o..._..._.,.o_ vnu.._ _,...,�_.. «✓.a,+<_„ ._«._._...__., _.,._ ,... ..c» ....., >.� ... .,r -._,. ,,, ....,,. .. v _ _ _ _. .., , ,,. _.v.. ., ._ .. _.. 11 .... ,,.- ...,.v w�- .- ..:.v_.. _.. ,.v ..,.,:.r..._. ._ +.,.• r+ .s ,-n , wu,.. .w.,. _.., .w-,v .... ,..- .- ...,,r .,.,. .,. .._a ,..,.. .. .... .< .. y.. ..v--' ._- ..,.<,._, _. vv.. . . r r +. .._... w„ ., r< .. z .. .nc- ,v,<....n..... _.nr.r_. ..,. ..u.,a: ., ,...,v.. v. �.. .r,.. . _ .r. .«..- .. ..._ , , .. ,. Y v,T. « .m- ,may.,._.. . ..._, ,>.r._- x -...r. .,...,.v- '. •._ [ e < r .- ..,.,q,.,., .. ..Zx ». ..w < . „...- _ .,._.. -, __...,-- <...- »..., -e>. .,. .,, -,... ..,. »_,-.. - �..N.,. -.., . .,.-. »_•.,,., __.>,,. . y„_.. ._>,....,....,. ....... ....... .> - E fit F e a -.. r t E - - Y ; , 11 «; 5 { . 1 I t S ; t i 5 z ,1� I 'I I 3 {NOTE Ir j t J r 4' I £ j 7- t 5 i i P i j c y + E 1'. I; il s ALL EXIST {NG SEDER & STC M DRAIN f 1 _ I 1 =1 ` I t j a k 360 _ _F. «, r _ 11 r ...«. _ _ __ _�_ _ . _.a _ _ v. _ . - __ - e K,_w.�._, _ �.�_ _, . �_ �. ,.._�_ _..._ __ .uw__ _� �n,_,. ,_ __ �_._. __. -._ , _ _ . _ _ i a 1 S E e i } y 9 i i� $« mot. ID :t MANHOLES ARE TO BE AD ISTED TO Z > �= k i I M 11 I • 3 i t M f Z r i f i .-,. _,_, .. �, n.a._�_, ,..,, _ , . <T.w. d_ .. , _. _� ._.,_,,...r~ -w_„ ,,.,. ............:� . w - - - -. .11 11 ^ ^3• .«- r..q_,v,. .<.,.... ...i' -;. - _.cA ...,a..., _. ...., , «., ..: - _.- -w ...,.:.w -i ,. .>,... ,,.�.:» _,. ,._ „- _.,.'F.0 - ..r...,-- ..,,....va,_ -,.... ,n.+.._.e: _....< <c+.. ,.__,...,.., -. ,�._ ,......... «.. __ -..._, w..,... _- <....._ -.0 .. 4 11 I . r i t .. _, w e �.. _ .:< a . -r x. .. „v, a, , ,ry r w,vv m s ., . r, m _ } j s '� """�"' �. ,. •.� ., f„,qn., ... ,... . -�„�. ,...,. � _- ,�. ».- ..,,:�.. .y .._� � r,....,...t... ,.. -, ._.....�,<.- .k ^, _. .. - ,.,} -.„.. -<�... - .. _ .,_ .. -,r„ ,.. -„ .. ..-_. ,,.>....- .,.,<..,... ,.., ,... ,......�w,_._.x,.... ..,. »..w.,......,,,W,,, .. r. ,..,... »,.,,..,,.,.,...,w,.,, .. ».,.,,.._>.a.,.,..,- ,...�. ...,K, -�: _<.,...., »..,_, 358 I z i i ._, n_ 58 W 1 , 11 , ( i f i ; � ; <: 1 j , is f t : s t ' t ; 7 i t 9 V i i V r 7 I t `• i !« ,I W� 11 I 11 I ` s. i 3 i i V/ • - i .�r/� ! /!�i • Y i c F r { s t ! l z t { $ ve4 s .4 3 z »- t i ; �; -^rte -' - _ - ,.,,.,. _ .,... _ _. _ ... _,.. ._ _ _ _ . s d . - s 6 _ _. _ _ a _ _ _ v _'ter ° - - >:,.,, .,,..,......... , .:. __„ 356 - -I S t i 1. _ � w v� tai° ! �1 j e 5._._ 356 3 �.1.I APP OXIMATE FINLSHE 11 _I J , J t F � D 11 I f v, _. F p. GRACE CENTERLINE E s.1 p 11 �_� . _ , ___ _- , - _. - , _ _ 3 n.. _ w.. _ _ _ r. - - W N�wv _- _ _ «. [ 354 e _ _ ---_ - -�__ - - - -.r �_ w.. .3 4 1. . , 3 _ S i # t 3 , r 1 a -_ T-- GRADE CENTER NE - - - t i __ .-- T- 5 ,I i z 1 e S 4 i 1 _ .. _ _ _ --E z I / i " z f T .1 rw- = -- -- _... _ _�._ _ _ . /��_�,�_ _ , : e t e _., ., 352 }-- - - - - - - (Tj�� i- � [ I I 352 z T ! E �'///lS i _1 _ . 11 £ t I ! ! i &I . ? t I q . I ; i i F ». v _ S s i .. ..,r ,.u. .- . x„- �.. ,-, _.n v.+ , ._......• , ,..,. ,.._ -,m+ -r _.w., a -.. .,,_ yy ...r.w r-_, v.. a+ »,b t . III .-. ..,,�<.` -- °. .... .. ,,. ,.-.. ,. _ --,.. . ...... ......... .„..._<...., .a. -.,..v •... __.ec- .,_.wa .. .,,G- »,...n «._..,.-- ,...., -.,,. s...,. ,...,...w" r,,.r......,,....,..c„ ,.. .,...>._w»,v..v,.w,.«,_. _, ww,- ..w,,,...v,., .» -.,. „_.aw+a.,....v...,- ....,,« ......,.., ..w,. .. <_.,..._.,...._,. n. _,.,., .....„ _ �. n3 ti�..>< �. .�.,.,. '�'�•-- ....:,_ r -.,+. ,.< n. , u r .+.x. -. „.c.,«.n. «....,, - -n, .... rr. u,.. .:u,>,ru<n.+_...+v...r- , 350 t 4 j ��T , ; ��_ a, _ 4 �3~ - s r f 17350 s T i S - f' .i i F i - - Li f 4 i y i ! 1 - , i E j 11 1 3 { i i I I 'x I i i F , i 3 S :4 r ' c i. 11 S t f t r i 3 ? t t t , ! l I t c ; 9 I S t E i i "s i ' 3 i 5 7 ( c ( ! i _ _ a .xw......_ ,. , -..... . ,_ _ .,... F.,.-...,, ,. _.. ,- _ 11 ,. « a __ _.. _ , ._w_ . r'i a ...;�.a -... .._.. �.,..�, ..a...,�<,,._ e. .„f.� ..._:.�», ,«.<.,�t.... „- ....�: .,- .ue't. -..,, ..,�....... - ,$.,.. ,..».,�_...,.. r,aw...,.., r n „9- -.. ^ v:R.,,.,•...a,..,..>•.- r -.».. ,., ,.. ,.. .. _... 1. 348 ; ! i r _ - - - - - - _- z i w R z _, �_ ,..��, «_ w_. w { t F P - a `� 1 { # 7 E i I t ti S i 348 r `s is ± S t 1 3 1 1 s i R y 11 i f 11, z ; .� I i i t 3 i 1 t < 3 i ; f Y r F INVERT 18 AIN k x q 346 i I ' ' i t ` t 3 j ' t !, i 4 i j £ S i ! 3 `` •...... - _ , ,_, i I _ w «. 11 i -s i i s { i I 1 i ! `$ # i t t I ` - ! F J x ? 11 I -1 i r i ; e ? $ I i I } { I t { t t ! : i i t 1 i Z 7 "t # .k [ s i .i „. I ,w .,. ., _ .,, .» ..... ,.. .. .... .. ... ,_ ,. .. ._ S ..,<, - , i 6 'C` .e._�e.» _ ^_w. » _ ,_,w... ...., _. ._ e.a�... . _ .. .. ,:,<.+'rr„ .. i_.... _.,,«_.,. .. - , -. ,.. ,. .,...... -Y-., �. ,...,. ,., +w•-. ta.. -.< ,.« .rem.,.. > -„•m- .....» .»........ .,,..... .._7«:,,... +. ,- m,... ....,...... e..., .- ,y,,.._...,,n,. <w,_,.,.....r- ,......,..».. �.,.,. _.. , >... - _..r...- ....,,..0 ,-, _.. ... -w. n _ .. 11 u r. „ 9 t - -ac ,.v.+.- v.w,....s ., ..».. .+v._,.,.. >m ww.., _- .._.. «v _r:_..n, ,.>, -v_v ., ,.....,.. .,..« ,. ., ._ :. r t 1 � e a < .� _ . .T - _y.., ...._, ., _. ', ...z. ,..... >. :,.,,,,. ....�.,. ,.,: -},.� ,,,, -b•••, - R.- ..�-.- - ,.„..ej,...». :,..r,.. .. ,. - .- "�+'-". -,-,. .. ..,,.,. >. w-.<.« ...... .... ...•... « „- ,,..._...,,........_.,.x ,,,, ,. ,. ....»,.,�.,.,-- ... -„ »... ,....:..«. .,.,<..:,, ..._... .,,.,... -. {- _ ..,<.. -,..�_ .,.._.. ».,...,.w...- ,...._.,..,,.. 11 l 344 . e t x ._ f.. i 5 y344 I i i # t i t ' - - : ; t i t $ ` 3 I t ^qiq .P / ( i 3 } 2 £ k 1 t £ i 3 I F 7 j ;' 1 It I ; ? 1 i 3 r 1 i i. - i {{ i z s e z ; i q 4 i 3 5 X \ I ( f 1 i I \ t q i 5 S i , • s r ' ' I i ` � ' I r 4 a _ s «_ _. 11 3 342 t 1 r I f : 342 I , r. i .: 1 n t E • 4 i S i F p i' ,I i i e 3 A. ,. _ a ; t : t i ,i t , - '. „ ,. , ,�i. _,»,ti.,,. � .,<.. r ,,. . ,,,.. ., .., •, a ....T �, >., ,,,:,.,.. , . _ - .. 3401 1 t # � _ i � _ .. m,.x.. -� I f { a1~ x I x 1340 3 I G i 3 Y r f F t I i i ' i 3 i i ? a 1. 3 F t i I t t I, - i i - > } ; ! } I d + r ! x i . i , .11 £ ' � ' i ! `. s_ t i r a 11 1- i t j i ; t ; i 1 5 t s° i 1 1 I I I f - - f ? a L,. ,,.....,. -, .'- , T . _ _ __ _ _ F r ... «._ _.. __ i _ a �. R_ _ I 1 b a _ _ . . w 338 I r - v_- �M � a i 5 ;338 1. i 3 E i 3 j f ° + " c S 1 1. s � INVERT! 8 SE i ` _ { ..,»._ ,._, A -, _.. - - . _ - _ , w _ _ i - -w _ , . , �,. _ .,k ._ __... - 2.,._. ++,.n. rw.ws.._rr..n..•.+. ,.....,.,,r......,c« .,- .,,...,,a..:w.,n,,.,.,.vw._,.n ..,,..... .•.-.. , w.., r...e„ '. r• . . n . .,..r.., n. ..,, ,. +,.- ,w_< .,.. .- ,...... -„_, ..�.... ..- _. w.,., ».. ,...:. ._.. � - ill . -' ,,. ..,r „T4.,^'. ^� .. ..Ip.,._e ..:_,. •._H : ' -.. ...i_ -.n '- - : -.. ..w,.m.. , - r+•.�+Uu -.. .,. ,n ...a,.,. - -,- n ,- n .r , ,._. ,<... _._.. <....,., .+,.w,.._ «.. ra ..a«.._,,,�..ae,_._., ._. «,,..,.a_....,�,..,..,_. .. _ - I [ ., .._ r. +.u+a+.,e «,�. na .+.w •v-.. _.,n,._..._.. >_..w ..u_.r .__.,<_,,. ...., ._..v.. .<..r.., sn .. ,.,..,. - .o _�. ,. .. .... ,. ts 33fi r £ � i t F �� I I 11 A 1 R 4 i i _ { ' v i 4 i y� n��./��.(�•e}e{�. t i 3 4 - j C i 3 33fi "I t { z i R [ F 1, R � I I * F i 1. ' i ` v f ' S 1 ~� I i ! i i i E 1 c' r s rw. rw-- u,... <_ +.s,.a vrva.w _, wn.,... ,n mn,� w_.._ :. � - .. . •..r n , � .. ,_., w.r «rr,.�.. ..._,.,.. .....+v..,. ,. +v. «, >._.»...._z r_. v..+.a- ,s «.,-w ,a...- ,.,... «. r,.a- ,.....,,_..x.w..,s.. 334 f y � � �-�- � �.: _ ._ . - __.. i �. ; - =�� ! -�.� �. w4� .�.»� _.��... <.��, -�[_. 11 i m IN RT 8 S WER : I w 3 win -z 11 . 11 r �. I - ., ; S , P 4 I ! t I I r. 11 k . s S f s 3 I 'i z 4 S r ' `'� I _ IN RT 8" S WER ' { n. w F S t w } I - J i i+1 © w f 3 i % 1 L ' f £ w - 1 it. t 3 e /�`� C I } f 'T� YLJ t ; £ f W i - a y { i ; r d s i i. W w w ,. ,., ..,, ...._.. » _ .. _ .. _,. s ,•lf„^ , - - r . - r - w..,+... .. ,,,, ,.. .. nn -a --« ...w- ._..,��.. ._:.,a .,,._..,__.r..n.. -_ -- ,_._.._u..- ,.ar,- - i ,..,,, >_- ,- _.,.- „.,.,v,.,,..,_ » .,._,_-w...... �.i o. c- , -x » . 332 �: P_ }_ , . _ . _ ,�, 11 I. N� ! 332 11 •. , I N £ O I 11 e 3 i MM 4 w • s i w I �.�y ,Oro i i i i }, v.i. ; i i O � I ' : th�/''� ° ) I I € ` I t Cott) t . i�a J y F i j t fit• s ! s i F S 417• / Icy _ - k. r _ _ , .. . __. _. _ _ «_ _ __ _ _ _ 330 - � f - � _ �.� � 11 �-- • - x a �� _ l A I330 i i 7 1 • i 3 i i w e - { [ .I �` • f t S� £ � O Y+ W t f I �M _ E WJ M f +> f W > 3 D J , N : t + (} W s (n +w 11 -1 I 11 F^• i ( W � 2 i t I `- W i F z t s i a W I f s i I_ _r S w . v a« -- �. , .:.. . r d« _. >< _r"h..- . _. ,.� .k..__,_�y.w._, ..,r, r..,�.� r.,_ ... ,.� a:.,,.. _,w..w._rw:: -.,... ... w _ . , .. „M,-. �_, v...�..,_ ,� -, -_T -. ,..,.� «.<..._ ,.,,_. .,,....»». _._ «. ,.,_ . .. ,.. __.,_..,,»_.h ..._._„ -<.... __. .._ .. ._ _ z t,� . 328 ; i - I � - Y M. _ f . , - . f_ z r ....,_,._ ,_w.___... .._...,._w._ __ »_.. . _ <.,t ,� M._,.. _ 28 . , .• W c W 11 Z i �' i JJJ s X _ - i C 3 { I i `' W W w I _ (nZ ; W cnZ s 3 g 11 4 I 1"'Z ? g �0 i ; s f e I 11 1. i v /�� •� t I i ? i i # a I e 7 " t 3 i � a c 4 !! = ' /� L.� �� / E "; i c I , I j I I }.:..,, ,._.».,.,,,. .,..._..._.._.,.... ....a_.,¢,.,r...,,....A, r f - „>._..,.- .,.,._ I ..»._, ,.,...._...�.__..a. >.r...S,.... .,._.r_.,...x,.._.,.__,. „•.,..�__,_•...,_.. _.., S 4 t R " ( s 32fi - � - 2�:6 - - --�:� Yi- -8- _ ME r, �/ Y µms_ £ , a �w « «..,__ „w e ,, u.:_r. -. M_... -� .; _t I 1 I W^�.. +�� • '�.� • M ; r. �. • V . d V V . \.� i' s��.. / , �7 2.L-y,y ...;.,- .w...n...- 1 III _... «_,.r 326 s i S - i i i ( e - ? t 3 % _ r # i i 11 3 i t } i i i i } k i p I 324 <n « d ,.- ,,..i L-_...,, ,<,.,.,., „, _.. a te,.,-- -_.- <« _. .� ,_,.- N.__.,_.. ,... 1r .,_ ..._ - -» --.., -. .. - , .s , a , , t , ' a I o It r i , t. 10 11 12 13 14 15 16 17 18 19 A>> 7 ` , I '4 > LEGEND: 1 k ABBREVIATIONS 4 CL CENTERLINE -' i ,i , 1 m 1 t ;'i, . q JOINT UTILITY . I N V INVERT r�� TRENCH SD STORM DRAIN q SEWER MAIN MH MANHOLE , CB CATCH BASIN , R. JB JUNCTION BOX 4 TYP. R 5 q 4 SM H SEWER MANHOLE WATERLINE SC O SEWER CLEAN OU T TYP • . FINISHED STREET � Y SDMH STORM DRAIN MANHOLE m 0 d- GRADE EXIST EXISTING m � ELEV ELEVATION R/W RIGHT OF WAY 5' MIN. 60" 1 36" TYP. TO 5' MIN. ? MAX. MAX• 00 TYP. TO 7 M AX. 1 O.M. TOP OF MANHOLE TOP OF CLEANOUT ELEVATION 'K 100 351.9 / 'I 19' 1 % MIN • -�-� - � o Ml�t. _ _...- ---- -- __ -w-- - __ - -.. ---- - • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: ��'`" - �-- --- �- - � , , .� �- sECTION LETTER EXISTING SEWER EXISTING SEWER LATER " " LATERAL TO REMAIN PORTION T RE >R EXISTING SEWER MANHOLE A CUT &CAP EXISTING SEWER - ' TYPE A PER C.O.B. STD. SW -4. r u - - - - - - LATERAL 1' PAST WYE 9 1. 2 "y N�. ",� 0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN �" PER C.O.B. STD. SW -6. F x{ � �, a�' Y , a, ' .A °�:w �� t,:i" % . - - D EXISTING STORM DRAIN PER CITY STANDARDS >F7! �� DETAIL s t z D EXISTING STORM DRAIN ;� { .. q. 0 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. SEWER LATERAL CAP 8c REMOVAL �<:'a 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS = Y -1 ,' g CONSTRUCT CATCH BASIN �L UNLESS OTHERWISE NOTED. ' . r� ;a x✓. , .'w4...3 .P•KT'P951ffi @N t `h A" TYPE A PER C.O.B. STD. D -14. , � c �Gt . l4tt I'll'.. .1 " * q48OW101-I &1!111 .", ___�&,�,,--v 0 , ,-?,I 1--% l/v ;,. 0 -.1 I I _L UF-T-w-%or RECORD D co 0 z r0 V > Ld w J Q cl- Q 0 m to QN ° J' V Al L fk k a L. �L t !- f. , ii ul no_ 0 cj Z UNIT 6 :z 1--i WHITE ALDER AVENUE 01:3;�,,,o ::E C) CD • 33 © BLUEBELL PLACE Z:25 7 SEE SHEET 16 c, • '10:: 1 11 - "i - __j Lo ui SEE SHEET 12 to >: C) co 0 SPIREA STREET _j 11. F-� C) C) 13 c; V, I F--� I F-: Z: i Z3 • SEE SHEET 13 ._j __j 30' 301 0 Low V-: d uiw F F Im w CD (D w CD CD z __j __j Z af or m < < < Of Q:f .;I- < < Q < LL: :2 OR < __j CD,--, CD (3v) -- -- -r ► z: CD,--,, CD 18' 18 C) C) CD -j -j CD w C) CD CD __j 30 -1301 1 a __j -4- <� c' CD -JW CD CD CD 18 1 18' 1 owe -j m (6 1 1 CD CD < ry 31 30 z -j 18' 32 cD'--" 29 28 27 c:) 26 1 (D'W O roo r,5 LLJ LL, w m: 0 < < Mai *a 0 j r,5LLJ 2 3 4�Q�oc� L 1 6 < U.J 0 P5 LFJ- I of 0:� i --1 5 (8L < w C:)C> c) CTW (::�Ld 3 - + < ui ou'j, W (n V) oil 301 c� EXIST. STORM DRAIN M.H. NO. 3 + < < + w W u .4-C) ff-) o6o6 r F- F-- CT Lu C:) -J V) C) r--: I " I r-- __j (n < < v3rn W l<w %- co NO 0-) --j __j '7 < U-1 0000 < < < C6 < cyx" r, I-- I C) �-- I - w UAW En a I W ++ Q0 I WO I--- STA. 10+05.04 C.L. 5.00LT. CD cy) I + + LC) + + Q0 m -j IN + + CD + CD co ono I LLJ - < < < Mw + CD + CD 4- 1 cn U I,- z: co z- + CD + CD w 664 to C.0 I,,-r-_ 04 r-- 8 <e Cc CL --C4 C:) =, T- (14-7: V) :j -w- + CD LLJ + u + (D + u V-T- m io LLJ 04 Fz F- C> CO + u + C5 << j= I -4� 0 .00 z: IV) x FINTERSECTION 14 1.0 <c T< W cf) R u') cn CIO C)l F- Lj F-- Uj Uj F- Lj C> < 5z < < L/) 5R F4- < x F co C) z: F- Uj uJ Ld < eiU) En < W v)(n < x W u)(n uj cn uJ F- W F-- Uj ui x <c x cn u') LU �-- STA. 10+00.001 LEMON LILY DR.= C) F- co STA. 29+65.52, WHITE ALDER AVE. W A CATCH BASIN NO. 3 L3 L W STA. 9+82.04, C.L. 5.001-T. Ll ............... NORMAL F.L. ELEV.=350.54 L2 S89029948"E EX. 18" DRAIN 9; EXIST. SEWER DROP M.H. NO. 9 270.34 C> -co �X 6 OOD 14+00 S89*29'48"E SEWER 175.00 S8q*28"48"E 8"' SEWER 162.60' DEPRESSED F.L. ELEV.=350.37 biy-- D In- -s -'00 l-'qlc A- -- 1 15+00 STA. 19+55.61, C.L. 4.93LT.= S 3+ — SL- Lo STA. 19+55.61, SEWER 4 s 16+00 17 0 V00 — + — S 8 9 -2 9 �f8�E S EX. 8" SEWER 264.22 S89 948E EX. 6" SEWER lv�r- j 64.22 19+00 w -c) 00 2- W z: IV) T U C INTERSECTION 15 —c N D 00 STA. 19+50.57, C.L. LEMON LILY DR.= V)CN F--: F--: to - r,' a' Qf 11. w I F-: 11 N STA. 16+21.70, C.L. SPIREA STREET 00 P-: %- CD CD CD C) F- (D -J CD w f cIq t-: I--- W CD C) C) F- Of w rr)c5 CD CD ry I CD w CD c� I I I C) C)roLo c� ,_�_j or) 1-N C) w CD CD C) CD CD a X C) < < __j __j j M --J C> CD CD CD CD C�.11 10 < C-4 < C> < -j-j " < cis C) or) I m Lo Z ilf cr- CN < C,4 < C14 < c) m __j of Of 0 Of W of Cc -) < 101 V) cq "Lo -1. 1 uiw lr�o < ro < Ld 1,5 ui Ld z M w of cif 0 U-) cr- C) < : j --j w--j < < < co __j :c ucn r-_ -i <c r< < + Q0 T- -j CN r-- --j C--� -j Wo M + CD m -j + CD + + + u + CD 30" z 18 --j 19 2 0 ::i 21 © 251 36 co — 06W-i-i c) 2!: 2! 2: mw 23 1 24 --j C)C) 35 34 < LOW U) -d- L: F- cr- _j_j z: to 2!: + CD + CD + CD + 32 m ( I I < . j F- (j C3 30 301 1 cjo�7 + CD U) U) -1 1 v- - I r--� 007, M 00- co F F-- -r- 0 ro -m <- < 5;<- < 5:� < LoLo < w cf) 9 f= --j -00 u-W x F- W X W <c 5� < < < 18 18 U-) cf) 3 co a- Y w . 1 30" W W Li Ld 1 3 00 :2: 1 (3w + V) co cn 0 CT x x ++ �- x < 5-< 1 1 . V) C) cn < 5-< < 5-< < >< 18 UJ x C-) C)- V) cf) U)* I �-- Lu UJ F- Lu Cl I . lr-v- I U')U') co bi WHITE ALDER AVENUE <W F-- 4 C3 < :mw SQ <*-ci W ICD SEE SHEET 16 .d-q* QLAJ X 1--F- V) + + F--t -- BUTTERCUP PLACE w O?c� 0 ;�ma- 17 W U)V) r0c:) 22 >< F-�- W 0)m (-.-)j V)zm cncn SPIREA STREET V) ++ SEE SHEET 13 U N T 2 V) (n V) U N I T 6 362 360 358 356 354 352 350 348 346 AA A %.#-T-r 342 340 338 336 *%*XA %0%0-r 3-3-2 3-3-0 328 326 LINE TABLE LINE BEARING LENGTH SIZE M Ll S89*18"37"E 23.42' 18" DRAIN L2 S89'37'1 4 "E 33.82' 18" DRAIN L3 S01 045'08" W 7.429 18" DRAIN L4 S01 *451082'W , 17.42" 18'9 DRAIN LEMON LILY DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 12 13 14 15 16 17 18 1'9 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 366 ....... --------- 366 --EXISTING 17.4 LF OF EXISTIN 7.42 LF1 OF 18'" RGJ-RCP 0.11% O.t37o- '364 364 �"- - o, --.t-. .10 ij T 362 co C4 360 360, I 1 110 ul) Z w L.Lj Z: Z z corr)��; z -cx) > co Lij it 358 358 dn Ld C4 00 LLJ 00 w 00 --j JIL0 Lo LA.JLZ I cs 42 M 356, LL- 356 0. F- + W __j L-q IV) cf) (:)L-q ::jj U) - 1 (f) _j< Li LL Ll,:;�LLJ LJLJ •�.L J 354 -<>:ta- cn L LLJ z: OLLJ I-- LLJ z n - z LAJ W)Z 352i '352 k au �Q 348 3 : -1346 3461 NVERT 8" DLRAI� 3 344' 44 3421 342 INV. EV. 34481 340_.. ' 340 ------- T� ovpw��E ...M.._._ SEC11ON SCALE: 1" = 50' HORIZ. 4 1 sp = 5 VERT. LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN M 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 351.9 T-o-M' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SEC11ON LETTER EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4. 2 r. L g EXISTING SEWER CLEANOUT SHEET WHERE SEC11ON IS SHOWN PER C.O.B. STD. SW-6. EXISTING STORM DRAIN PER CITY STANDARDS \t EXISTING STORM DRAIN (D 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 Co 1,9 CONSTRUCT CATCH DROU'l UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. Im Z 0 w C) 0-1 0— cl- Qf C) LL– m Cy) C) r C14 C> �o WHITE ALDER AVENUE 2 SEE SHEET 16 30 1-1301 0 j IE - 18' 18' CD 1-11 I I I w ulw 3 I i w O°g 3 �Z< I w EXIST. SEWER DROP M.H. NO. 10 00 Imi STA. 9 +95.04, C.L. w L. 5 OOLT. = STA. 9 +95.049 SEWER I I ,_ I w 1 i I r� Q 143 r, w cv o `o Q m J 00_._1 Z o z -i I F- I (,10 �ui x \ co IN, j -- UNIT 7 __ I! o P--: w - - - _ --_- -� to I o 1 o w r 1 40 .< ry I 1 18' '18' o© �, 32 6 Q 5 I I Q v-- a I + CD 10 < I oz I '�`� I o _� Q X I \ F__: _: d Liz 0= F--= O.M. F--: _j I CD I --I o Z w o J� 36 -' o <0,_, I � ' I I °_j t • o Utwn I 42 �� 1 �X 41 S= i� I V-) <C w • O I 13 Maw ' JQ �;� �-- )W r7 w00� tW W s-- N� Ic- < NJ W w • _• �_ r- d- 4- r,� I F-- +z +CD cn NN +CD CV� +CD r- z �- N z ro z I X F-1¢- �x I w C/) � ax F-- w (f) ,_- 1 w Qx cn cn F-- w cn.._., 1 QX � Lj C/) -- -A - - ---� -- _ - -- - _L_ S89'29'4 "E EX. 8" SEWER ° ' . ' INTERSECTION. - - 1 S 246.84 STA. 10 +00.00, C.L. TRUMPETVINE PL.- _ - 11+00 w 12 00 STA. 26 +85.51 C.L. z w WHITE ALDEN AVE. I I m ____ ,k, I I � 1 w 4 I � Q ,� i «� w ° __ I i x Nw o P--: w - - - _ --_- -� to I o 1 o w 1 �J I °z ¢ .< ry I 1 18' '18' o© �, 32 6 Q 5 I I Q 6w 30 30 1 I + CD 10 - z¢ - N F5-: n CO � I� ~ tt• O II �o �cD C) z SPIREA STREET BUTTERCUP PLACE o �• 2 0 2 SEE SHEET 13 Z w� _..i_, i 1 z L .w --i I ; ' , �-- z Lrifr I t. I F- I F-- I � `nw _,� __j (D o © ;w o 0 30 30 -j • ' I CD _.� J / \ I J c.�cn ° J Z cvv o� Iii c�cn °. ^ 2 I �^ -/ 118' 18' I Q^ �� I I o I o I o �.r°�'•�W/j U w w � w w � Q 2 f -i 0:I VV I I < od-o �Q I CDC" I 28--j ww I ao� .. cf F- coo _ � �r�t• � `�' � t I 1 I - Q � 1=V I ro Q 1 � Q 1 , ; Q I ° 30, 30 4 w ao M W v a,o (6 w w • oo � 0( w I ..w c- 2 9 � O a cr LANDSCAPE Coco I 1 18 18 I 1 3 � f-- w 1--00 0 F- I LnLn I i- I d- L._ I d- w <� w 31 w w w -d- U, ++ ao Q w NN 4 Q . Q I 1 Q� toLo Q I V_< I �- �-- 1 LOT � LnLn I I I 1 cn �� w ," CD I En d-�r 0 1 N �' 1 w I � -j uj ++ I o -i I ; � 1 " I I � ++ w I -- -- - - - - - N W I ►,+CD z �z CD I . �z I +CD N +CD Coto +� +� +� mm of 1 X F__l___ . cn c-� c�nc' -n . cn I x F`c --�`- Q x I cf 1 r,°� I ( ��-c �¢ -i`-- I � n c v' ¢`� :�I w I w encn W F- w w enen W F- W o X w cnen Q x I Q ;� 1 Q X I w e ie"n © i cn.� �,v I cn� ( cn� I z I � cn� I n� I n� 1 n� I -co - - I - - I \1 \\- I _ � - . I 14 l \ _ -- - -, - -L - _ - f x / I \ '�.... w I - -- - - - - - - - - - - - - - - - - - - -- - - - - -- - _ -- - -- /5 I I --- - - - - -- � CE 1 L1 s EX. 6 SEWER - - ' ' S89029'48 "E - » - 6 „ � - � I 1 INTERSECTION _ _ - 14+ 00 _ s EX. 6 SEWERS 230.12 1..Y•,:. n S89 29 48 E EX. 8 SEWER 300.00 I STA. - 1 00 �+ --r-- - - --+- - ?�� ---- - s ST 13 +50.57, C.L. TRUMPETVINE PL.- 15+ 00 Al C L. SPIRE ] I BEAMIG LENGTH r.Ll IS89*29148"E ry cr_ SD or� MH or:� 0 I o^ 0 I o^ I oo^ I oo^ I ''�� I '�`� I �Q I POQ n-< �< R/W of I-� O.M. T_� f1 34 r___ 35 36 �< 3 00 -i Na J 1 +CD ,--- z I +CD z I +� + { +CD I mot= ,- I ��_- I Nz "z: cn < 5� v' <,::;<- . n I .cn �- (/),--., F-- W cn I F- X < 5;z p- W cn � cn..� LINE TABLE LMT BEAMIG LENGTH r.Ll IS89*29148"E 100.00' UNIT 7 T 1 fi 00 _ w 17+ 0 T, ;; - , . A STREET -, _ o �o m I 1 \ � � - - - - - - - - - - M i - - - -_ - - � W I I \ \ I `r' I I - - -- - -- - - _ w f . - - �- - - - - -r-- -- - - - �- - I- - ----I- - - � - - -- --- _ _ - F _ - - _ � 00 I - T I o I N I © I !� • o I � I o I r I � I � I �\ w C 0 N I ao,'� o Tl_ �°, J I ° I °`-' ° I ©�-. 1 °^ o ° °^ o ° °^ o ° °^ I W 1 �w o COD \ � I fy I ry I � I � I I r`' � a- N I 16 37 �Q 1 z 1 24 a I Q 1 w� Q 1 < , �rw- I � � � En~ f �' 23 �,� 22' 21 20 Q 118 1 -Q I o �� I i I 00 d- N� N� 1 N� ©� I I +C , , I +(D I +cD I �� CD I u I ° I � I � � Z ° I I � I �z I 18 I 18 I �-z I �r,z �° �r z co 7' �z += co 2-, I +=� I J I I zI I I 1 I 1 18 I �•- ,_ � �--m � I I t-.- I � z 1 _ «� _z 1 �'` 18' 1 i 30' 30' l <x 1 QX I aX 1 �x I Qx 1 -� 1 QX Q5 cn� ( I cn� I c~n� I c.�c� �� I ccnn� ccn� F¢-w ccnn� I F-w I 1 30 TAHAMA WAY o I I cn,...� I I cn �-�' I t 1 CDo 00C) SPIREA STREET ao SEE SHEET 13 w L io r-1'- Z �Q ��_ cncn TRUM TVINE PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _ _. __ _ �,, , �:_.,a, _ ., _ >__ a__. _ �__. M... _ . -Ili 364 x v_, .� . .. y, _,,.w ._ 11 t""-' t 3 L ? E t } ;-` q '.'+`^"` . „et °-.^-, -�--: ^"'°. ..<.,.<..,..,.:._,._,«. .•.,<..,.,...»_,,,.,...,,....,. F t , i t` = 5 s 11 I 11 11 z ... t 3 I I 1 5 F i �'' EXISTI G 230.1 LF QF SEWER 30 1.00% F F x � � _ - . <r _ _ ..,�,.. - _ ,. _ _ ..<,.%_. , - _._ w. _.., _4a �, _ _ �._ . ti _._ . _ _ i 362 Y s , i ! � f �, 45� ,_., -, -+ ys. __ g ._. . ry ,_, 3. a .,.,,., i {�/y�] a 4. f i € s 9 ii{ M�ro ` I" i i _. Y.,_..,�,.._> t [ 3 i Y } i j i i 3112 ; 11 .�. " } 5 " 7 } .-7 .1 i t t 1 } f i EXIS G NG 246. 4 LF OF 8 SEWED 0.95 6 SEWER 1.OQ� I oo` w.- _ cn£ i r i 4 O ,E,. I'll a ! i ` ; !� r i s i i ? i i %"� a j f E . Z h .....:s__ ,,., .,. -._,ten :., ., .. .. _ _. ., _, _ .., ...-„ ,.:,..,.. ,•. r- ......s.a.. ,... , ,c.... _..._ _ ,.._ ..... .. ........ ,_,.._., ,..� ...� a a.. _, , a y i 360 t t ,� g - K,k __� w , w, , O 11 I I ` ' ' W F Z r^ � J i W 36 11 11 s , e 4 :f ? -.1 ' !� • f i ¢ • x m: U € i { V 1 W } 5 j } [ U tM� '� k } 1 wMMw�My�, i E 5 2 } t W � ' i y f I cc N i • • € } _ - 1 W r� - a i 11 _ ._ »� w , __. _ ,� _. _ _ _ I o r w _ �,_ . __ _ . _ o M , .- s .. _ ...._ . _ __ .m_ _...._. a r- . ; _�b . , _ _ , 358 � r �` , , f --� t"` _ ., .. _,..� ., ,-. . w „- ,.,s._. - ,. _ _ .a ,. _.,.:.�v.,... ,_. .n._, .. _ .,�,» .,._ ,_..,�_<- .,,.....,.,._,,.� ..., ,. K ,..... _ ., .,. _,_„3,.._ ,,...... ..k..._w.,,., ...._.,.w<a_.... 3 � 11 o • ©N c _ 1 R W t i _. •t�M � w. � t _ 358 i. 'i Y s C t f ii .0 • M > f S ( } Mj x 7 2 q i •_ J t � �-�' ? i } ap •co y i CO o ■ Q Ln 3 i ! , F E.i.f LCD i 0 ' A s s T L[Z e 1. 356 ' 2 w �� .. ; G } ?�,,. 1 i W + t- (n W e t I EY.1 I co J _,! ; , W W r i w.. ,... _ d' 1' % E" z ,"i,„ a S $ { «. .. n ..,,._e., .... ..<.,. .�� „ «.,. mow, __._, ..« _ ..<.a.",.., -,._ _ Z • I t i i j 7- . S • W 1 i i 9 = t ! M � 3 356 Awiltilvil-t L.i Flyll-jrTLAi I W i'`j ? (n N W ; r t E- a s € 3 r cn ww _ 3 r 1°- f �/� s cn _ `_t» ; GRA E 0 CE TERUNE 4 ,¢ 1 f a is e w V / ' ¢ f_` P } }- I �._ ww s APPRQ MATE A [SHE cn ¢ x i w cn? _ 5 in9Z ..,..,_ ,. «...... ,,. 3 ` .; W V i ' ' � 3 i � � 1 � �} -- -g- ----• -- ---1 -- �.. -�--( 11 _ �v. _, w rn r v« w, v u _ _ I r e ° �� _ 354 J ti v �� t 6�r %I �M�� 'l F W V ! i � Y y L #� ~i� _ _ �_ -- -_ - t _ -F -- - ° �,- _ € A ' t 354 1. W i i f 1 i } -` _ "T �T T i i 3 �.� 11 - - - --{- 11 3 S3 1 ;T. 1 ; I 11 �„ - - - ; € # t i V� �% V T i e } 3 . ! O' I• i i } i t 3, m_,_.,,v_,___._vn-„n + a a s.:_ .< .n r .W. .. t • e i S 1 t - i ,.o.....•,ro+r n...w -.wv .m.,-.,a-..,ne .,4,<ov,-,...+,.,_,�..r.n,..... ._>n, ,,,.... ,u«.,., n+, ,_r.., ...a_,.e,.c..,. _. .v ,. « <_ ...r ...._. , ._•,.... ., ._ .c, +}f -;<e. «n,. IT t �n ,r .n ✓ „ w v . .r..v.v,.a+ s, .w_. „m. .., r m.v _ __.. _ yy `� '- " - i u n,• , +,per- r....w ,.s/�+wn• n, ._.. w ° ' a_«n +. +., «<„ -,_�c <:.a „w ,. w. ._4 ,_a w ,e4. ,-. •r. u u a i c vaw + -- _ y. ml,z +,«...v _,.,.. ._w.n .,n._ - rx. �-.-{_; , - ....., ,.. ,w. wy.�'.. .e. .»_+.,- ,. w .w.., e.s... >.ru.. ...x „+..r....e.w ,,.r..�, ._,.,..e ,e.,,_,w >e„_ _. ..,....v.,, _ .. _ 1. fj , "°'€"` +•^^ � - ,.,.-.w.,c_, -„..,. ,,.u., ._.,n<,_,,,.«_. c,,._:_, ..vn. -.w .. -.w,w w..c a.,_,_, na. r-mrr. ,.._a..,,....r,._..._ .._. _u.,..,.� c... n.w ., i i^ q .re zo- .. m, ,... sx ,. .. .v. «c v _,. -.na f.,...... ,w..- ....., ... +.<._ a .-,. v .. .n .,nn., .... ... .,u.. ..._ . �r <-.r .- .- ..-..c _. ,n..< ,... .r„e,- v- ,ve,w. n + n .,w,,.._,- ..,,- .<...<_+,...<,,. , .a rvwc� _r, >. .., w.-v 5 $ < f � , .. � i L n' -$`. -. _ < .,.- .p,w -. ,v ... r -.0 erv.....,,- ��n,,.r»,.,..... -_v _...._..,..�........�, -,.,. ...w e,,.n�°• +-.a_ �<''.cs .,,.,�.« - .<.L,._. ._.: �.c. '. n..,�.:w . r .>,.J>,,,>.._, _:_ o., m,......aa...yu .,,_._t,_,_ u.,w.e<."..n,,.vw,nr c.� 352 € z- _ 4 z �- -�52 s 1 T -° E : { 7 1 ; i i ; ? f i t r,, • , S e • F _ f i 11 11 I I S 1 S © t ; i P j. Y - { i e t - 3 'i F 4 i f 11 $ i s I a } C S I ( Y t E I i } y 3 't 1 } t - k - E' I 5 t-- ... k „ ,. ,..r ........ ' »-«t <..- ....._<K _,,. .- ,.. <,. „a.,., ». - ....,,.- - ,...< ,. _,......_..,. ., <- .:._...,,- ._."., ,,_:.,: -.,. ,T..,.,....>,..., ....,....}.•..-• .,....,,- ,.........�..,,._.._•. <._,_- _... -,., ,.- .K,,..._.. ..T._� F- «,.._ »,__.,,..___ ..a,_.,� _.,..-.._,...,.t _. ....._...... .,,,,.. .. _. -., .. _ ,.. .._ _ s 1. 11 , o._ _, _ a W _ in _ , ._n ,., _ _ n _ w w.a_..�, _. _,.... _ r_ „w.n .,_ __w _ ww_ _ 35Q ' t .. , : s ! I _, . � 3. �, < _ ..w _ _ �.A,. _ .T , , r., ., , ,_ ._� v ,. 11 , i 50 _ , { - c I k > x '_ } - ` { { 2 i ! t i �` t t i 4 Y 3 ° _ 7 i d i 1. If , e p 11 p 7 .. �' . F $ i i r 3 s, �O%� j o i 3 t i ' r i 5 } $ s i i a �. i i 1 ), i i - { i a 5 y i ? 1{ i i f i 1 _ L.. ._ ,„_,___.., .. 1 i { : S s 348 i � -_ � � _ � ��_ _.� � � ..��,�.�,.�, _ �..w.�_...�.�..�___._� _ w. 1. } , f F } 1 a a I € €. .i } s { � 1 - f i r X348 w t i i j ` q i } .�+.�' - ' i - 1 3 j i E ' 3 } $ 11 i ,I t t r 11 t s } E r" t i 3 - a z i s 3 F i 8 g - -i _ w . rn x _ .. __ _ _. __.. T._ ___.,, _ . __ a O 346 i z _....._ _ - _ L s Y 346 IN RT 18 AIN - s s 3 f -- -__ . _____ r I f i y a r. j -1 - - ---- - i f i s INVERT 6 SEWE 4 r 3 € i 1 f a t 9 1 � i s - i 344 , M w ,, H _ _ ._. __ . m __.. i O k_., .. _.M r, _,_. _. ,,; L. i Y < < ,.._. t a i j £ 4 .i j } .. 5 = t i t - ' x [ - i I t " f i ; € t S. a t ' f I i f j IN RT 8 EWER i 'c- t f F 11 S ( i t k F f 3 ? S 3 ; i I 5 C i "I js a S 1 , i i �, 3 j i i S ; j E 11 :y,,,n._ „_„_w.< ....... .......... ._....._,__ t [ i , 2 5 f % Y i _...1._ -.w.. .._ .,, .. , a. S :.. . , .a ........ ......... ..,.._.. ... _ _ 3 .j 4 ._ ,._,_.......,._.,<e4...- a,-.� '•- -,• W,.� - ,..S,n._. -- .._�'..< v�,. -.: ..e�,., ..,.+r.•.,.. .,- *4n•., r ^- ,- {-,�,a ,. , w...,.i., 342 s € s �..�. >_ ��._ s ,._ _n r.n.,«. 4� �..,._ „_ �_,.._� ,.�,� ,_. _......_w � ._, «,._ ,,.w.��.,__. _w_.,.� ' + F i ' i } 7 i C S , t ( d - e [[ s $ , 342 t s 7 '3 t i t 3 5 3 ! f f .{ k i d i ` ? .t F 11 r i s Y i x i i ; 2 t �/ ■ i�.a 'i E i ." ; E } i } t f i ' s 11 "I a f I E ALL EXISTING SEWER & STORM DRAIN _ R = } CD _.. __. „< , _ -.,' .. _ < a r _,gin, µ, M,v „__ ,.. R _ , n .,, ,._ . M _ ._ wr _ . s _. , < - 5 I 340 {j t s j ._. a „ 1 340 Q t f g MANHOLES ARE TO BE ADJUSTED TO f k { CN t { i i € i s s 1. i It [ r _ I f I F FINISH GRADE UNLESS OTHERWISE NOTED. s y s E 5 I �- fi 3 i L 2 i S _ X F ' 3 i f i 1. .,,., M - n _ ............. ._,_ -.. .. _ f i i 11 i _ i ' i :.. ,,. , -.�.., ,. ,...v .,. «.. .,_.. ,.....,..,._,. -.- nom+- >.,.......,.,.. .. .... _.,.,.. .. ,,......+.�„n,_... .. ... ........ -, ^:.� , 5- 11 r } 338 0 s � - 9 � � � � � .� n*,�._ _�<. ,_.� . F _ �� . F....,_ �..._N,_w._4.�,.< �,_v , w,.. �a._.___w..._.,. wt� w ,. ��, x.. , � �._,.,_ «_4..,._..._ ,�..�.w�_ ,.,,.,,�..�,...< 1. i . I i k 38 's i ;' t € is j Y } i 2 t i t 5 2 i ; s € 1 1. i 77 . r ' ' { I fr i e 5 , f i - F 4 t r t : 3 ' } 5 > ' I € is c i ' i. C f i e 1 i t t :i "1 9 ' ! £ t R ' s ' i i z } E s t # ? e 3 f' a y C ..«.. .._ ,...,ran --.. ,>,.....,. , ea- ,- .+,..,.,x._,_._.. .- ...... -.._. _ 1 3 D G - x e i i r ' 336 «, - ,a . �. �.< -__..,.- ,. µr _, . _�.._.._.,._..-R.a.-. �. �,. �<..____.... ..<,�.,m.,v._,-.,.._.wM_rtY,..,- ._,_.._._._�w_.,�....�..-,-._:�� _-.aw..,,.�._._.,a�,,.r _,- _.,_..�,..,.__w -�,.-.�._<._�...__.�.ro.,�._.., .y. _..,.._., �.�.�w..r�_�_a._�._�....�,.�.�� 33fi � 10 11 12 1 -3 14 15 16 17 18 19 20 cu 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 O.M. TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION m 0 __ 0 S I EXISTING SEWER PER CITY -STANDARDS EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. D EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. SECTION DESIGNATION: SECTION LETTER A __�__ __ 2 SHEET WHERE SEC11ON IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. x �' A , ,;; ,/6 t-0,72, 40, A < . i q s` . r ' :. "', 4.0 . 000 jz 06 "'i"1001,44 /0 ___ %wl pr �111, �`7 LLD% L, I I I '", � - - � - ay + 11 I ' RECORD DR � v l,� - lQytf Y � ,/;,. ,t- J V_ O co O I Z p Mw V) _j m _w..1 O w 0 - w . _ � F,,; . ui g CJ i Z w w I �U W N to - - = to 1 `�ma,�oo- z °cn w rn n -_ 4 ' M G) I �mzJ O X << � -`'� - to cn N w t�- w I Vi I� C'3 V) S89`OC33"E �El, 36 D AIN : ::-- - - 156.16 _ _ - .w..^„--- - ----_ I I r LINE KAMG 10 H i_ w m Nc� S89"29'48 "E IWoo0 C) V` w -- Lu I .< co O 50.29' w 0 tCD I S87'03'18 "E Z O •d- w I " °Z� I oo° 11 W w o F- cr a w _ z 0 W 0 En w W Z UNIT 7 LINE TABLE - LINE KAMG LENGTH L1 S89"29'48 "E 50.00' L2 S89 "29'48 "E 50.29' L3 I S87'03'18 "E 125.44' N t? g< cn cn Wuo Ct� • it . Fr- . r� ° cn 0o � (= � w �q Q O � W U N � T Z H N m u- o TAHAMA WA`s V-) �W - o : 'nom �) _j I _~.I Q I°m� o 0 30 30 0 o z _j 11 � Tr-) - (3 C�,--, I I- - C�,__l -q I [--: F_: z _+_j U-5 I ClC , - © w -< d' Q Q -4- Q U U O/- I 0 1 l��' < I�. ry m o �w I � W I w l I I oow ' oo to I o c�i c�i _ Q ^ ry .� I • otr Q o w X � ° �- �? n'- I I I ,� �- I �--- �, �, �, �� I �, I 0 mw - ry W �- _ 0 27 2 6 .� f- I . NW W z =Z g V) ��+6, -' �� I M I +cD I d-�o+ IUWi`°`° �Q ' 06W � I =Utwn « 111 3: =) rr) 11• Lf +o + + + + o I Of J ,� mcn . O d' Z V_ Q 'd w of J r7 M W -1 _ . N= i �� \, oI / �-� I `'� z �n I V_� +� --� d-- , I Q" "< �?�-. o w- �' �� °�° �. n t - u, e cn z cn . u) Z •- z I n �r� Of I 00 Q J w z F.,,,w .� ;-- I Q- ( Q- Q- 0 ac - Q Q I-- += + I o �u, "Q � e F- W c 4 � X , _,�; ' I--'� . I— I .� coz z �' o0 0 �`'E -- � N �-0- • O-- d c6� SP'IREA STREET v� cn I �- cn m V) Vi Q x I I-= w �n Q I 11- -� r' --� { O c.s m4j z * ( I U w Q I cn �� o I I� Q a? c.; �' m - c� J -jW SEE SHEET 13 - _ _ I x �, <c t-v - � _w i • � O_ 1= U t - - --�- - - f-- w . F _ I F..: + (-D -j cv Q I J --i V) I I " I e` �_--- - - - - - -- U' X �-� „� �'N+ j� = o"!�c�,�c-p"90 * I ----- _.,_ - -_ _ .. _... 89 2610E EX. 18" DRAIN 299.17' ` 1' _ - _ � IQ -X +z ° I w Loco �F-� +co IN �+I I I . >, io:: ; 3-- _ I--- L1 - Q Q - - _ __�_ a _ 16 00 � _ U'" oo� (3¢ I � 00. Jw om+ %-V- - INTERSECTION P.C.C. S89 04 39 E RAD. 14+ 00 ,-- . u) F- w V_ o r-- I lc� EX. 6" SEWER » L� - _ �X ao cn Z • ? <cQ I�-�'�'c i` I__ STA. 19 +87. fit C.L. C.L BOTTLEBRUSH DR - w I ..... �� F w cncn I 10 +56.19, C.L. SPIREA ST. EX. fi SEWE L3 X. 8" SEWER �-- --------------- -~ S77'2'9,� - - I V)cn .cn I I �3 E� _ 00 _ - <X I ol -- \ - - 8 20'a�0 ° � _ � � I f 5 - - vir 11 o n a o 11 • 11. a �`' �'-- _ - 18 Q`' 18-� EAR -- t� z. I fk ' - Lo m z n 7 z w co m Iw ' w o , o, ` RAl1� 00 " � y ��, �� f SST S W O O / O ,_ O S' a __ _ G�7.69 �4 �j� / S%�. "�,R V) 0 C) F- O =>- F-- O o W { � /"k w - S 19 j o uicr tit Z �O/'3 0 W �� ty Z ~` ' /[�'• , �� j`9 S2• �Js l/� /• ND• �% 1 co Z • Li.. Z •3. � •. Y J • w • J �2 0 �� V / !/ 7 ��• \j•L V _,.i Q _..,. m Q Q -- w --�W O X Z C> 1''�_ __ , W �• 9% / T%' 0 6S, S 4b, x I = c�cn � 0u) _ j _j 0� = c�cn 1 X z W o m ui \ N " / �c"> EAR S7R7:, C9 W M U F- w w w I W / O w N 06 56 56 E 6' COCO L- v Of MCF) M rnrn - - f__= viva mc" I I / Z I z_ r-_ © " "c� 18 Ito a?�? c j P A R !� --f ;� 118 DRAIN 20.68 \ �� co ) W 44 W 44 m }- W d-�- w d-�- 118 / I Q cv � e � �' rnto 0000 130' Uwi NN i� i - � - - - __ _ cw ++ ++ 130' / ° Sri c�i� I z � �, e �'- "d' , v Loto LO� � CD "4- �c / � \ 6 .-.- z I Q' I _�-- -- • w t` LANE ? QQ Ln <ca ° o °• ? a<c ? <c<r ° + � I / � , - x e .T 11 w c~nv�i w F_i! i c� O x F-F- x 1--F- 1IVEL FL0�1 STREET cry „� 4 � Q I c� •- �� w No W cnV� w cncn SEE SHEET 11 ad I I I r,< o .� \ 5, co W or- T_ V_ X �_ 5 �_" �-Q w � \ U.1 V) (i - <e� I 23 I ' 23 �- m N �` "`�� cn cn ��" 135' 35' I o 00 ° Q z -1 . \ [--- - I � tooe i �z m OTT EBRUSH DRIV I I z m I� m 7 f i' N x ty IA NjE m J 11•J • >w cn (PRIVATE STREET) C3W • 00 U N � T I _T_ O w-! � SCALE: 1 " = 50' HORIZONTAL < * * X 1 » = 5' VERTICAL " +u-w w "' _: oO Jo U) �Q 8 X mw C. w I ow �Zo r^ ...,.- ,... »... ...,... ...,<_.,_..«_......,,:...,.._., .,._ ;. ___,�<,._,. _. ,, .-...,,..•.:,.-,,,,,.w _..,. ....,:,- ..,, -.,.. .«.....r ,.,<. -,,. .,- .,.,.,,_._,..,_,., .,...,...,..�_ „_,.. _,__..«-..,.,.,,.._.-._.,,._,,. _ ...,.., -_ _.,..- ,.._ . ............ . „_, >,- .,�_,_,_,,.,.. , ,... _ _ . _ _ ., _ 364 a f # # _ , __ _.. .._� 5- _ __ �ym. , __�.�v a ... _1._.__7_l___. » _ », , _r ____, __.,..� „_,...., . w ... ^..._ -._, ..4R_,« 1. 3 E :364 11 ) t z j x ' ' 3 ? a i a s 4 2 k' s 9 C i I % f _ _ 3 ' ? 3 i i ? l 11 r $ : ! 3 ( y r i i I S Y i s c p i ? i `5 :t _ Y 3 EXISTIN 156.16 F OF 36 , RGJ RC 0 1.68 to I EXISTIN 29 .86 F OF 181 RGJ -RC @ 0.11 - F 2 EXIS NG 299.1 7 LF OF 18 RGJ RCP 86% XISTING 21.91 LF OF 18 GJ RCP 0'.23 # x # ! e S w k n . , w ... .a »•. « v .. �..._ w.,« , w w._ ,+ w e , . w T . _ <. t w « - �_. « i $ i b 364 s ,' d ! i ~q + t ! c q .5 ""_": a c �r_^°. _.- .�.�,- ,...^- � .,:,�...,..,. .._.,.,,,,:.,. ...g.._. .,..- i,...,_ ,:f,.,. ^'.'Yc F � 'a 3 fM t s / i z 3 i Y b t e t :i - g { d i i ) r t' '� i i �' y' b 362 F $ t 3 E j ( ? $ i 1 ,i I F. .. e i t r. ` 't z s - y i r. E i I ,I t a t i I [ S ? E Lf I X t ) ! t i $ 3 3 € = i qq ! x I i t i a 11 i t Z 3 Y i fi t e 5 5 i- _ 7 1 3 { I 4 + f i _ i j i .b - .j i 7 V }1 { } S t ti i C } . 2 Y t d .-ai_. - - . n .� ,..... .... .,,,.. ,. ,..,.. ... _.. _ 7 , e _. ..,.. ._ _ .., w _ _. _„ _ O n r ,. f ; i 3 e - & ' : _ j „6 _ ,- a y... », .. -.,_ _ :. .v im 360 $ > ! F i s 3 P s S f s 5 s • < �_(, _ y_ z ¢ �ti } ? i F a i i t ; r t - .2 S € i ^' ,. r Tii 60 11 i i' 11 i' a � x $ 1 t ; 1 • t ; i f ] i t > i i - C i £ i 3 . i ° w4 11 , . i i ,. { W li, I E E 3 t i C i 0 i ! S% r - i' w p i Z wW5 I _! V) Y V I i a t N�/ { f [ Z x { 1 q i ! a S' I f I..f. 3 S E Z # € s'' f W i , i i - - c ? - t 40i "I 4 I W = i g I i z i 11 F ,. .. .< --. . _ .. 1. t _ .. wu. F.„ w-,., .c -s .. ... >r „n<=,. . >,. „...,, .,:,,.A ..., ....n, -u.., ..,,_. «x ..�_.,...,,....� .,..fa.,:l,.- r.<... .�,,._._..__._,. .> .,,.,t......,, .«.. ,- .,.,r.., .. .. ., • ,�_, iii' .� - n .-., ...,,.- ,.,_.... ., .. ,.. .,... �. _ ,�. ...- _.. ,,...,.. �_. ,_ ... ..,,, .. _ , ..v_ ., .. �.. .>... _ , : g .i.« a � < 358 { O I 3 i Z 5 f T p,. F 7 .. �C] �. 'i i s ; 1-1 i - Z x e� ai..r - ..- ...,k.,_.« x M 3\/ U S i t [ !'� i { } £ y + E I £ i 3 i ) i s + I t ; i o I 'i, W � 11 g t w v +,' i = • r" j § F i `t w t i ° ( i f w J �E i ? t % i, [ w �t0 i r' d 3 - i t i t i 11" ( S i E 4 t.`■ i F� M 4 .1 Q • ^ t 3 y. t .2 _� t ° Cl w i i E ( i t 5 Y I 7 3 W ,c> m I f f , I k f . ^ � • 3 V) `t 1 • • • i i b S i I • S ! s Y J co V✓ f _ } I 2 /�� ? 1 3 i __w _.- _- « _ a w f _... m u __w _ t i y ; > , E ,.Y........,..r_. .,._, _. ,,,.._, _, .. .,.,.. »,.......,,.._...,_. ..... 356. _,.n. _ ,w. 11 N ' I-� x W {.�� rI6 Y _ • U € f c i V/ V \I i F i _/ _y s ! D. i w - y t f - 1 1 11 i�� i�� ° • c I w g ,I • .I i � t"-.�J� .-I 3 i Y i e < -i i i � i i - 1. > 3 4 J I _ l � t ` } i I Q j e W O ( f r ' I t 11. I- i 3 Y J .i i I 's F W >/ > ' , 'r. t i ; ter. V I f j� W j ) i i k ; k ' ? , _ J y _ 1: �"'� i .i 3, f i Ckf i i t Y ! .I t# a i w� � ' • ' f 354 - 4 __ _ r O W W w # -� # , 11 ,_ ,. .,,.... ,_ . <. S ,, ....6 _ ,._..., U I Vi , F�,_ �_ a } �- • _ ��_ - » , . x _ ti w �_ ,._ _ _ __. __ _. } � r. F _ S S r .tea.. , �,w. .,,,.�;.< ,.._..;c.... ".4• { •�r..... •--r,. ,j .„,- •k- >._:..,..,......,.:.w. ..>.j t N S ( _� t s _� z -f_ 1"==' 2 ti-' i } y .: E i 1. > ww w E + E X A354 �; 4 ! - i , i i i i w b 11 i ca w x x t v7 t a © # u� i GRA E CE TERLI N E I a w - _ 1. s ti LA./ J r S •wA• L1 r Q 4 E 3 W R S f - t f i /� F� ! j i i 4 J q z w `x Vw F_ > 3 M. $ AP OXIMAT FINISHE I _ ___ 11 I .. ` % T s i f � � W cn z i ? i ' � t � U t i ! i _ T Zip Z F (�!] TOM. d a s 5 � 'v^� Yh i b # - I i ! ! �_ .__ 1 f i V ! h w V' J .w�. �- .rte i V '1 4 - 8 X ( } S € ,�� -- - � Q _ I I---- _, ._ .> € ; < , .. _, _, .,M .. � _ i _. t 352 � ` �p 7 Y � 5 F f 1 �- ��- t,'.�a.u,�_''Jf"' -` ,.%�F „°`°¢" ^ ^ ^4"." . .,.�.... ..,* -<-• ,.,1,.. .. a. m. ,^'+.�rN _- ,...e...:s..,.__. .,a.,,,o , -,.,._ . ,a- m <........,..n,- ...u.,,,..,: { Z i i i c t i i 1' 3 k n Z -: -- su s 7 } �:,� Y W d.. a V) s r �^ , 4 a i f __ __ .._._ ,. d ; i i _...._ I t 'VV/ - f z 2• - 6 • /j�� a 1. f E E. _� _ i .�-_ $g ; t n E ' -_ -- �_ 7 __ �_ �_ _ 11 3 f (/�� i T �. I� 9 ! /� //� i ; F i a f !! 'r I �` f 3 I 1 ! j 3 i ! . V• R \• r i - •'�/ i 3 i ! t t C s s / % a = s 3 's I € j 5 ± V - - f` S • i i ; y }. F 3� t 1 5 i f f t '�- .� 3 s r ; 5 f! M "' , <,. ....r . «,._._� ,. 350 i a a € ; E ..�.,..._,_ "�, _ „'.'°."'�`__ ..,q;,. ,..�,._„ -..., ,.�..... _ > . . »p.,,.. .,. ,..,,.._. , t a i e t t • s # c3 0 - ►0. 5 //` i f i 4 t I � •� s a i i _ 11 3 i t �- f. W f i i f 2 1 S 9 1 j % z y s / I Y l - b - T �t S ( I k i h lh 11 I :� 1 1�, i� I t z s I jj i - i F i 3 i g ? I t Y -- E 9j i } S c - - i 11 i f 'I. t : ! 2 r i fi i i { -- Y i g a ; i s �.Yr,..._,,.,,,,,._. _. __» _ t T _ M a _ y.n. _, • _, _ z x. » u _ _w, «_,. $ s .. a w' .. « ., _ ... ,^.rK.. ... , , ,- r 1 i ; < , ...M.......,.u<. ,_......,_.... <..-...... a ,,..c,_.,,a....._,..._,- :.., -., .._.,._- .n.._.,,,a.,. ,.......�.,..�,,. :.,,.- _.- r,...><a ...,.,.,.,u,.. _.._.... w.«.<...., e:V .,...- ,. _.....r,. ,,,,...,, -,<. ,.,_,.,. ._ -» >.. ... „ _. X 4 1. 348 ; i S � _ k i � _ v �,. _ � . - , y y a 0 { t j 1 § 3 _ F «j _ i .i ! i i b d # s Y i s ;. ? S 348 3 i { w 9 1, y ; z E S i i . - - 1 i -- f $ t 1 - -- i -- -- ; i t i z £ F Y 4 :} i E j .f i - - ? c t i r r € 1 ' s .+ S i j £ [ i z f i t i t y S 5 .i I i _ i r - s % i :, I I i F e ,I I " r E a _.._,_..,_.,. _ _ __ .y 2 r s Y w „ +. p >„ __ 1 _ t r >. y .. 6 . M ....� ...n- ""-- '�"',... .. _. ... .,,........,- _» - _ ,..- ,__,..,,.,_ ._ ... �,.,.. .�. 4.<,..._.a. '+,..._,� _. _.-*r +.... _.,,,,.,6._. -. i -,.«, ._,......«r ... n ... _... ., n,... ,.,,n- . -,_,,. _.,.- .- ....,. .,w.,..._.._ -. _ .- ._- ..... ", «._,....,_. >. ..._. ,,..._ ..R-, ,_„ ._. >. ..,.,... _ , .._« ,. ,. °'_, °�'^" tic .. .. a v .• .,. .. _. ,_>.., .. ,... r >.,:,.. w ._..., _ ..,..,.... ,.., . -�.... _ - n � + +•• .. ,-- ...,,,L. ,... , _,.,.. .ate i 346 _ w. r_� - __a ,w .. _ -1-- �._ _ w..�_ rw I s 1 i ? ! ! 3 { - - - - - ; i -- - c , i + _....� -. I.... j ` t t V 46 % o + - 1 Fk - - - £ - � t i F 3 i e i S ( s � ± i I 11 •7 ?' i -i - - ; - j i F i s { 5 d e f i t s } f i is ( - a $ i i i $ - -T t I 3 .�+ n t c E t 3 t t - i " S i r t ; t i ` E s 11 k E z _ INVERT 18 DRAIN _ I % �.b .• -F--, �,i.., ,:.. -.:,_- .,,,.. .,.,.,.,.,- w.,,. ,_,_..,,_.,. - .,_.,..,,,,...,r -.: «. `s - 's 11 -.� ,w..>w s t Y .....$...,.,,, _ „_ ,.... _�„ •- ,....r,... ,.... «,.- ..,tea. .,».. _ - .r _ _, 4 Y r i , , v r I , n s e , 344 , Y i b � - -�--�� -�--� -� .. �~�- , # � � � i �' � .� 11 r _.,_,. �.��..�.�..�, <.._�•,. �. ; „m._.......,_ . -.. _.�� ,� . _��, e�__ a�_._ _�,-�. ..,�.. __:ter. � �.� .�_. �,-� I 11 t e s _ 3 � 344 .} [ } ( d { � „ 1 t i j S i } �}•'+� - t S i j A j I INVERT 18 DR I k I _ i s - � r z _ p E - _....;.__._ . _.._._I r y _ ` s # i jj a { f t } T ? i } S ii'VERT [ I i t ) ...,•... ..w...,_ _, ,..... _ ,,,.� 2 - .u,sr.- x w'� rx,..w _,r n.n.,u..u_.,,,s<r .,, w,..v ,e...vw -er , .<. ,,.. ' i 1. _ a a I -H, .. < i� - +•M „n a r w .w w w m. , a n __ _ i _ Y . Ir w v i 2<., .�. euwv. mra+ : „w.^r..�..�A^nw�_w.,x,e,<:�,va w .. r._ rte_. ,...+ve....,...,w..,rv. +_, k.c,. ,,, :.,<u+�c.<:� -n-, .,...+., -v,. -w ... ,w_..,...- .,..+. i....,. u.v.v,.. _..e_...,. v,.w.,r:,«r..c« .. __,,. _ _.." ,... ..,e:S .W' >M'nY ..n,- v e. sv .... _..._r.v_. vv.v _ v.. .n > w r}r $�. Y.,.,. , ..• - - < :� .<, - ___c :.w._,; ••..,- w:,v r, - , « +.+. .,.+ arvr. ._.vv „r,., _w. r..._, -.. ..._,w....vw. +a_+w:: .. -_s.,r ,.,..v,+_. v „-..� /'�'(� 4 f S .., ,,„°"_e' 'T - -._"�i 3 ',,,,..a•.K^, n,,.._n�:.,..,.r.r r___,.r... „>ww_.wn .r.,+.�.w -a.. ...r.r.- ..wa"..+..r w.. .. e., ..r.«+n,..,.. uw. ..r. .. 342 ( _.. f.�_ �_� �_ : - w,_ �..rM..w.�_, ., VI " 4 i i- ~'_' } ..:.,p...�,.� . +e,.,..�•.a..»:..ar.,rr�......, .,.,.,,wa,..».�.:...,,.< 4 11VVER 36 DR IN 3 I I i ! 0 X342 J £ f ; _ I 1 Y fNVERT SEWER ; 4 ELEV. 340.75: s t I t t - t d � _"""-.- { i f F INVER I f f t _ _ t E i _ i INVERT 8 SEWER S s € a 3f F I ; " = ; s { # # 1 b 3 f S I a E E 'i z I i 3 ) i i t i .i b 5 - - i 3 t _ 1. .,. M, »� .... _.., RT 8 S WER E �, __, -, N _.w. _.... _ . _,_ z .. wr _: ,. n . .., a M «».. « . wt w _ _ } e I 340 � < : � � , � � � :. i , �- _ � � r � _ _ - , � _ » ..�. _. �. -.._ w.__.,.. - - --�_ , _. _�., . , .._M.,H»_ _._ � w_.�,., .,.�.... �..,,. m �rr<- �._ ... �a�<,: __ _ ......�«,.,..,_.�,:_��.,�. _,,...,_.__. I r F x : 3 ! , .....,..,,.,.n i a 2' ''gyp' _.. .... ,,,_,.,. ..,.. I _,_,I.�. .,.,, -., {/�� I t; 5 - ° 1 ¢ - 3 f 8 i 1 1 t 1 i m tF } f 4, #., 7 4 S S " ,i {34V i { 5 S # i t i 3 t 1 I i w E 5 f i - y Y t 3 jj 8 SEWER 1 Y } 1, .4 i 1� } - J I i i i 1 41 i 5 - .r 1 i 3 f e i i i F # - - S f F x I No) Ii I i i i co �i t • r _ Y 1 Y s i f i 3 t-- { _. r t „_n�_ t 'c f Q S , j, , 4 ", K a .....:.w,- _..- :..cam_. a , 1'_,i -2„^ _ �.<.«..,wr,,...,..+ ..,c...<:.,.» >„c,, r <:.,_.._.wn,« «.:... .+.r., . , w.+.+- r.<}<:...:,. ':. r-. ,v..w..wa. .. ,.,. {{ .. .. - ,.ri,.. _a,,.v_ w.r�- ...W,.., 338. r , t Y 3 s 3 s t < � i f i 3 f i z._._, _ __,:.. >_....- .,._.<.�._,. ,- ..., -..,w _, r« ....,. i., � ,. '3' �.., ....,.,� ,,,.{:,.,,. .,,., , .,,�._, , ,, .. < .> n:,,, ,,._,_.w..%_.,,•<,..,- ,,.,..... ,-. .. ............ �- .,.,...,..,.>.,._ ....,�,,., ,._- .,.,,,,.., ..,.,. -_.< 5 i n 1 i i f. i i 1 i Z 3 s t 3 ..`.,_ _i i i } i i • t L3 > S r , . d- Z :s i s ' L r Q il 0 �I 3-_. V - - t i I f i 7 Y t z 0 3 0 0 .r-- i i E i 3 v i 1 s ! s Z t i ��'► - ? r t i s ti i 9 E { k t �--� r 1 t 1 5 t h Y i' S L t t i I ! 1 i 1 i C e ` s { , 0 t S f i W � to i W � W { y �E i t i 4 Vi is 0 . s } J - ° •'� w T- `s ; e i t s W •f W g i .,.,, -. , �. ._,. , ..,7 _ e t» w v « s ,,.,_mr v-a •are ,- .hv..n,....a.._v -, ,::ev,< .,..:.. ..... ........ ...- .m:. >,r.:_u «e:.,n_._ - ,,.- ,.r__..,e..u..., r. r�_:,«,�>,...,r,- ,n._,...,<v.,r -.,, e,.- ,- _..v.v...w.....n. .-n. _ . _ �u w,_ M..v _, T M _ . - _. �... w .� .,_ _ ,. �_ , , 336 � t w x �. � °�*�^ *� -Y.� _.w ,�.�,� � -._ ...�,., _.,�.: ,.. _ r - - ..%,,,� . _ n- x„._ 4' t 5 - 1 } 5 % 3 F w 3 R i i i ..,...<- o..y , -�,,.. .,f f .,,,, 11 '9 w f •. i Y w w i S '% w w 5 $ #^ V z f, 1336 s L m co Z e • M E I .4 i i W !r V I b, ¢ 'r T • W W • i �1,/ J •� W j i e T�'{� •(�] w 41 11 i t t 9 i { _ S 4 J �� F - i -i Kio t i q s i J Q W i i J '� J -� t{ J _ 1 fs Y e - 1 i Z - i j. i s i x r 1 �J' i i • t F K I s i .� a w '7'Fi c f ,I `i f / �• .4 . ?� V F w / �• i UL0 - ! , 4I r� ( i� y i i ` ` 4 i�� L •,y Y i i x I ; O t ww w t - ,'i Y 9 ,I V J U a I U V t s r V�I �` S � V I 11 2 Oo oU b �y� a b to � N z tf? O C" $ d- Q /� Q I 5 - i ,I b • /� W $ • • • • a w s - w • � • - 4 ti/ -j - 4 3 S C -ice 2 k S _ V w 1 I # s �-• w • 1 w�V�!� 3 . , ,_ i� „ _ _ _ _ .- � ..�. -< .. _. t� 'i s{""�" .,y., _ . -. ,_. „_.., ....�.:.». .,_. x . ..,. �,.. , .,,yam,, n, ,.�_ �.,,....�. _ .,... « ....,. ..............._,.<.. �_, ,. , ,,..,.,...,....,..,, ,,.. 334 - I s _. ,. -� � _ _ .. _ �_.. _._, ..,� ,_ ._..�... ,._, _, .. P t I i. § .' J V I �. 1 i q i s i ■ .. Li- 7- x i i i L' I > '1 ? /�/ e s 334 "to I .1 U i wr1 d f i L.L f li 9 NOTE* 3 woo ¢ ° • t } t ; w ��y�" s t W` �' i _ 1' " i .L Y O E } b t z y W � S W N i z ,I 3 1 O v y t W • 7 M L `1 • `i • {• - i ; - i 1, I 11 ' ? F_ i• I i V F f E i z f W >/ W > i [ s » } > b y £ t w ©I t`� w, s ALL EXISTING SEWER & STORM DRAIN -M (n W W w w `m WW f w cn �,.� b cn w s._ a,_ -- _«_...,. __ _ ,_ �. e e _ __ _ ___ _ i w �� _,.._.__. �. �. �. _,._.._.. _. -, ..r �.._ rw .W , . , 11 332 �- t � � �. � �. _ -. w a. _,e_.. .n.. �. __,r_.r _w �.. ___. <., _, v�_. r:�__ _..�. __ _ -n~.� �.� _ ._�_�. �. ,�. �,_xM_; <,_ _ _�>w� _ �rt � � . � �. ��.�- . � _ W _.r.< �._. _«__ -.,.__ _4.,...��aw,_�.. W >> { • 555 • 6 x i t $ t i • • t "'{� ,:..K: «.. .A,..... N,�..•.. w.n• L,__, • f { 3 I -;} X332 MANH W > _ - i OLES ARE TO BE ADJUSTED TO �� = { i f V1 w W {,Y + i } ? • b• i f !� - • • ` 1. I • i 3 .i i b 'i f • s i 1 J .J h V? W Q V• Q F i � i F z (f (,� Ow s > > - j aj Qjj Q> t - Qj .� - R W W IT-- i I _ >G F- X F- t_ f F- t_ b t E..._ FINISH GRADE UNLESS OTHERWISE NOTED. t F= w i Z z z - z zz z A , x X � _ l I- ' � � w cn -�- w cn- i t cn- E W cn -- EXIS NG 125. 4 LF OF U3- I 5 I w V)? W V) � I 330 � i,._ -„._ <.. _ _,.___, i 4 t V) f f i 7 i 5 !! ff A'-' 1-1 .. .,, . ,-,_ -, .. _ , .- _ S - 3 r., -. -- m w. 3 _ _�, ,. ,... .., ..,.._ _u�. r _.. _ ,_._ _.,__. w._ _ .a i f 1 a ' C /�� 11 i -. . i i I- s a # $ 1 W , E € i ; i 3 ` s t - a s t i , t .; i t f y i l 'f i § ».',,,, ,.- w,...,,.. .,,p.,- ,, Y,Y30 i I : 3 } 1 ,i S i { j 2 ,i 3 i ; 'i F S -r i i. f s S # 4 ' 3 i EXISTI G 250.011 LF OF 8' SEWER 0.35 F t r % { 1 £ < S I 15 11 r ST1NG 5 00 LF Ofd EXISTING 50.29 OF t _ I EiISTING 6 .54 OF ,,, ,., >,n a , .,. ,,... .,,, ., ,. .rn ...,, _ w .. y S „k „ « a µ _. «. _ . Y .,:F -,._., a.. w nee, ,+1......<..- _ , ,. y b nn. ,mnya , «w,a, ,.-, n.w. «,- .- ,.,- x. -»__. w., Win.. -e, .;..<__ r. mv._., w_ .M.«u- ,.,,wrv.... <.,,..- ±,,..,+ ,..,_w..w., u.- ,..,,r,....<._..v.. ,_,.,,x_wrm,..0 ✓. .v-„w, „ „ .. v. ...,..ro w,._.nw.._....,.,- .,.._. �. .t.�. .v- ,,..,..u�.< ,.��,,. ^rm<a.. ,,er.. .. _,,,..n..,_.e_...._. .+ �,«,,... _ _ i 1 1 - _'- �.._`_' - . ^3.., .. -,Y4�. v .. _.<Ya•.a.. .n,.. -n ..vwv ..e e„n_,...._._ v,v,r_�..,,.,. r ra-.., t...,,_,...,._>+...,.,- « v,... __._v.. -r .-.-,. ,......, .,... _ i t f � . -r. _ w. n ,,, .re a-,n w-:e ,. , ,., ..r,.+.- n.,�,r.+.,. r__„ -_.. r.,..,.e .+... ,- .,.,...- ,.,.., v,_+.... ._.,. -n. .. ,r. n, . «. 328 } � � � �-' .�.��.�. e�..« e� w � -�.... ,�w » _�.: _,�•,3��.;... _,. _ .,,.._,,. «..�� i Yf F F i � �� 4 z c I 3 i £ ._ -' �-' I _:�.:.., _� _ r a.:,.;�._... '"F'tl t i i E .} 6 E 4 f Y i ¢ - 22 i1 i r i i i j{' i a 328 J: Y 5 Y ..,,.._w t i I -1 NSTA `L 56.36 F OF - x 1 f v i i F { ( e 3 I J i 1 I °t 2 i f i! i 7 i Q �00% 1 { r t - V S R I i F S i ! % i V i s I k i i 9 S 7 3 I s z I • , r b• ,.,_„ ,_�n_ .,-.<,.. w..»; :,..,.,.....,,- n.,n..,:r..:v+„r .- r-n a- .,�....r nw• .. w.„., ,.,. , .<. L,.u....., ..,. -.., _. _ . F < .. ) { � # t � c _ , s I i i I i - - .. _ ..,t,.v.,- .,..:�. -_. a .. } 326 -- w_._.,_,.n� �. �_.__,_-. n_.".« T_ �._.., � _.ti «�____.,_,.._.,....��_,._�._ .- �. «,_�._...�.._.w_.,_ .- ...,..na.., .�, -..ro 3 _ I Y 10 11 12 13 14 15 16 17 18 19 20 LEGEND: CL INV SD M CB JB SMH SCO SOMH EXIST ELEV R/W 351 . s 0 0 D tRx kJ ABBREVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION EXISTING SEWER PER CITY STANDARDS EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D--14. SECTION DESIGNATION: SECTION LETTER L- no smosemmov� IIII! 11110 11111 A 2 SHEET WHERE SEC11ON IS SHOWN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 3388 336 "* SECTION rA`* SCALE: 1" = 50' HORIZ. 6 1" = 5' VERT. 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 STANDARD FRAME &GRATE PER COB STD. S -8 PROPOSED SIDEWALK EXISTING CURB &GUTTER LANDSCAPE STRIP 4 »O "` -- INSTALL RINGS AS NECESSARY FOR CON E TO CLEAR EXISTING CURB & GUTTER. INSTALL ECCENTRIC CONE \ AND ROTATE SO ACCESS CLEARS EXISTING B. \ z E__ (f) X I I_!-I w > „ ",/ i� e"',"�9'0-0-1&A , I .1 P 4 P° }U ; 7, -0„ -1nit t 1 ♦ 111 Ir%i r- Rr-T L ft %&I � .Z� ... .... -.111111"...- ,".v", 010, -, t -ih . L�� 0 ?Z...20- &+j&7 lit Oft, r m> a I a I �� 2 I a I A A I z Fn V / > W i Q W. I) CL d Q I__. m =) V) / C3 0 , # t ( lop,*, � .. "I "I;el �:_ 4 1 4:::;;04,'� 1 : ,�, % I . � 410,14- 1 - &_ 7 q, , t N& -0 " J 4 or m v) V) 5 X w - - - - - - 6 ___ 7 __j - - ___ M-4.) _6 8 0 °� r- . LLJ ap ,* U) Xa� wV_� Z QQ c-� V) c~n . uNE BEAM d II w . L1 S89.29'48 'E 100.00' L2 � �z � a< CENTERLINE OF 20' WIDE T �_.: o N83.33'41 "E 89.70' wU to PUBLIC UTILITY EASEMENT co d-N z o�`!rr) 4 STORM DRAIN ; ;� a; Ln ° J `�`� 11 , PER TR. 6448 -UNIT 5 o � M.B. 54, PGS. 106 -107 HKIIT A ?'Lo 1I. MANHOLE CD�ww z ,o UNIT 8 II ~ IMPERIAL LANE r7> � Z J W �-- I ¢ _„r II w - r---� � o ¢ --I mw >_ Qr o � 135' 35' f m U w W � `t -j � ro v . . x - jw I r STREET RIGHT -OF -WAY 11 0 = wJ � a d- Qo d- • JJ f Z •w ¢ DEDICATION TO THE CITY OF W LY_ M • rnJ W ^ 4 U `t•w`' I �; __j I co _, c3o I U� I z BAKERSFIELD PER BOOK 5737 o Y w o 23 23 ¢*. w �, Q V_ N ro Q ro Q I oi --i z w w �-=oo a cep oI,_ o ( 5 I c.� Co .m _W �, 1t I _W f �+r I ^< © ,j,00 i � oco I o PAGE 876 OF OFFICIAL RECORDS arw ¢ -� z � I '-'-w �+- d- ao �- oo �' I- m Wz a� w J I I ` 1 '� 5 � + cn to F- � �-- - w f w n¢- I AND TRACT NO. 4709, MAP BOOK c0 w W . -� -.-„ 00 J ¢ ! `� © . Q • Q p I-- U to i� ,*,-- I- ©-` c� II Z� f I I V .2¢,V) r-, , + J 1 � Q NN � uj ++ I � U 55.04 1 J 37, PAGES 29 -30. LANE z¢ o * JEWEL FLOWER STREET � � I ,.�, ,�; . m m + z + CD + �, m !- �, ,� , �,�,, I '.T 11 zJ =J Z o SEE SHEET 11 I ( t¢-c�w z z z +CD ui ��-- w �-- o LANDSCAPE o J 1 6 F-- a -i Q -� I IF- c cn z© � U f `` I c~n I N PE z aC < - f - F¢--I`C-- ¢ Q- LOT C` 30 U z ;J o u iw (30' / /�� O u � a I I a pe) I [Q X w( I Q x I <c ;� I . co �- II- � I f w cncn {(` s • UU .-_. z W J 1 f► Z w w m w ( 1 -- W W �"'•_ 1_ Q x V! V/ I w�''^* I p+.�J, 8 J <z [CC) w _ ¢ _iw - - - U 1 18' o a c3 2 Lo I as t * cn._ .- cn�- PA tJ`.� /J V) W !'>w. i �+ _ _ f--- PARK z _ _ _ _ _ _ if / h�1f U �-p � c jcn I _ �\ xy U O C7 I o ••a - - - 0 ts�0 U w w • ' I I I I W co O o f ` I I 1- p a W O00 d-V- ap w 1 V) ++ � + I I I Wap cn ++ whom, + f I w �f wvoa . %_ _ / 1 _ . I w w I V l + + W �� 1 5 w +°' w W ♦ up I- z • • (� Q / ZgCi Ni \.J w I ' � s w No � � Z ¢Q � �� \ mcn N ��'�. � I'� -r`C- w c~n .�- � _ +� ©o \ w r i _ < m 2 Z <[<[ C� v)V) �� U H X I� O to v) �� _ r tN a ' 9 +00 58`55 OpE w -- -I- I � ¢ a-I- >c I¢-I¢- °° u' `�' o �y6'� 6'• - ' , �8 _pRA _ S ZS4. � EX. $ S _WERw 1 +00 I � � � _j t I I cn cn w cncn I z �� _ ` � � _ _ - - n °O io 245.24' { I v ' I \ I J I � �_- N��•42__ _ EX•g�S �_- _ �I m Z I - -- -- - - - - -- - ` / _ _ T - �--- -_ __ __ �_ __ X 1-11 - - - III— IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII �r 0 _ I w cr_ S89. 29'48 "E EX. 18" DRAIN 325.56' - 17.26 Z$ E _ _ I o N ��' � _ - 13+00 D - - - - - - - D - - ---` -- _ �1 ` � P�L � o ,iii, � I m I o I I _ - -- - ^ -�- 1 R 1 0^ I o p w Q zz o ''� Q I I c6 -. I EX. 6" SEWER L2 EX. 6" EWE L3 EX• 8 � ° I ° Q I � cr.? �W w c? .,;;,:-w �� " Q I I � i _- - -- - o _w -' c°OO F- `nom `f' <t a l-Li � w I IN SECTION /E.0 S85-43'30"W RAD. - - - - - - -- - - I I r- I o -r ,ri I m J ' m -' n • Q { CON EFLOWER DR. _ � STA 2 +2fi. C L. -EX. 18 DRAIN I / _ _ ° Q i � ¢ _j¢ Qo -' z w `� ° ~ 87, \ U o _j n w _... cj cn + cD 5 � - I STA. 1 + 4 -- -- - -- f �.. ---- - - _ _ - - -- �- v I _ n -w ° v I � � �- { N '�-' w o+o z � _ ao z f + � f + � f { { t I � 46. 8, C.L. PALE LILAC. LANE � � N � w -� • N r ,_ ( of o � I � oQ �Qo r I co I oz0- `-� � NLo . co i c�� f oz I I 1 t 18' 18 of I i f-- �-- I I V_ o � r _ © V .` - w � X • c o - -- - - - - ' °o ( o I I 2 � ( o o • ( c- { '? -i C) M 21 + - I ¢ W aorn I- w Q x � I 40 '� .,-� w I irn - w + cD N ao I Q cf' z i_j ~ � rn rn cn.� F-- w d x 30 c . r J t- -, O p rn o� �z Lr oo^ po aC w -� r, z z + r- x cn� .- W + + cn-.-- H-- w a ¢ f +o ¢ Z� 1 ;� I o; 1 J °p 1 Cv � I w o °c ( co Q t-,= ( U,� c.vv o o cn. o t� � I- p l p \ I -W� ►off ( � h-- _ - j w m . u') z c� a ~ lqt n T_� N� �w o W w I • Q z' W I Q+ Q x - _ N p 2 � a Q PALE LILAC LANE ¢ °' Q 0 "') I Z I to r- _ -j� N � 1 .-I -' ¢ U `f' c� I- � z 1 n�v � '.` x I- I- _ Q I - Q z w I -¢ I w I �i cn r- m cn o r o w cn cn SEE SHEET 14 00 1! J o co J <t -i w f co J 17 � -i ¢ Ov) oi � I c+o z (° 00 • cn j cW �- a -(- V + C5 w • w I I 1 rl, I 1 i '- J w w1 w i` �i/ Q x ++ W r-) z I r7 Z J U Cn ' I ( CD 1 + CD C� , I— W I F- w C 0 6 ,j -^ s-- r- I -- r=- v co w 18 18 .- z { � z m room { � z I . cn � .' v)� w v_ w . r . cn cn � r-= - �-- w �t'�= I r=- ( < X w + + I Z • `L - ,� x Q X w rn °' 130' 30' I �nm cn� co to <t ¢ v V 0 IIIII I- I--` °w w c~n� n� w I ? w � W � Lo� � w ! I-- 2 0 cn cn Jam_ r�r7 cn� I tn�. r.,�! co-- ¢¢ ¢ W v) � � W- CANDYTUFT WAY cn QQ W g m w 4 cn ♦ • x I-I_ M IZ w x ta- Fa- W cn(n vp W cn cn 13 LINE TABLE uNE BEAM UNGTH L1 S89.29'48 'E 100.00' L2 S89.45'23 "E 57.84' L3 N83.33'41 "E 89.70' L4 SOO.30'12 "W 23.42' CON FLOW R DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL r._ w __ m __.._ _.- u__�___,.��_. _.�..__r_.._ _,_ .__._ _. -, _____ _ _.. w� _, 11 w , _, . .. _ �- r.w. -�.� �.r� _ . _ -_. _...,.. _.� �,r _ L_.� __..r _�..�. -_ _, ..Y�r�,� _ _ It �_- __ _ ., _ _ r,r 364 _ , ,.. � _ .� � .., . �.,._�. _�..��. _,., __ ) . { _ 364 a W 51 i : 3 '. 3 5 i i i { f7 E 11 11 , EXIS NG 47.91 t LF OF 1 3 � J I i I A 11 § # 4 ,I s 3 ? i i € 2 i i 1) .3 4 7 j f •c i 4 i f fr 3 f i S r xw _ - __ �.. __ire - :.._v. < .. r .. ._. „�.,... .. � ' y 555 i �. ..9^°" , .. ...-,. _ ..,-. , .. ... ,n .--,,. ,.. .>. ,__ .,... ...» .,..,.., . _ e . ..>_ 3 _ fit ,._, v ,,,< .�_.._ _r, "�< .,<,. >.._,, n _. 11 3 -y t w. <w T # i S { r - 7 + i a t t F Tf 11 7. i 3 ) r I 9 'r • ..., n.. 4 t ] i. {` s :; 'i f s i i i i - 77 a s F 1 i j i 3 r I u I i r EXISTING 29.62 Lr OF 18 RGJ -RCP 0 0.22% _ 3 E STING 3 J5.56 LF R 18 R J -RCP 0.42 4 s ' - _ r 11 s EXISTI G 299.6 LF OF 1 � RGJ R,CP 0 0.3 A NOTE. I 2 - 11 } I I { k ? s i i i I f, i; i 3 i ,.__< .,.,,_- ___ >.w ,.,.:. .._, . >- .., i I t 5 4 { i t s - S 3, i .� { --... ., ..M z 3 i , ` r n <n w . �_ t , T , s , ^--'� ..�`` 'f" '9 `ab,' ..,.,� -`-- .._.- .__>,_ ., .,. _. ..- ,.._..,,._. >,.- ,,,._,� .w..> »,_. >._,....,..•__,..,,.,� >,<�: YF .-v. .. >:.,.,..•a,.. •,_,.,r., „- ..- �....,... ,.......w..,,._. _..__._..��, ,. ,.....w,,.. ..... ...,,,. 360 { r p_ „. «. ,_._ _ ., i F a �, -; 380 ¢ I ♦ _, .. t f n i # ;t i"'"y Y j I s t is t # j 1. n ; q 0 i u, i s z 11 I - s _ i o MANHOLES ARE TO BE ADJUSTED TO 5 t $ I 44 W ' �` I I € 1 t l z p 2 i. i ,s i i .i t 3 i i ' a z sw @ ;. im I 11 w 3: ) f 2 i ` i rw g i i I £ 4 I i F c ! j y '" 5 __ i Z ¢ 1 r t co, FINISH GRADE UN SS OTHER s jl..,....,>w ,... ... . , -" L e 5 z £ I # r 4 S !� _ z W N` /TED• 3 £ i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII y. ,r,<, . «w . w 3 t _ _ r w.._ ..,_..,> �. __. I Z 6- T„ 3 V , q® - , ,.. _ _ . .,. a .<., .v. .,r,.>.»u_.,,- u- ..,,._.. .v,,.,__ >w ,c,,._n,u ,ua..: .n-,v +. ._ 9 , = i r` ., y a : ' -`--w. ... -,.._ .- .a. -__. -... ., a_<,.n, <.,. w .�.. >. ._ -..:.a .._....,.. ._.:_wce.. .... - n r •,....- .. <>.,.wv.- ,< :..�.r, .e.,,.,,,.,. r- .>= -.., -5 . >.w.,.,�..,... v.. . " t r •a. w Y �� w # # } S 1 i { . { 5 :' % , y F ,__w_ _ r' i w S ,w.j,.> .,�,.,._... ....,<.g__ - ,`.�t2._•v s •y"'°' -°`-S•-^ . °-^?"' >...��,w.,, .. w.,,>,- _ >...�,..�_- .... „_. ,.-.w. .-.I S w r• t i 5 N i I 1 # ` •• 3 # t ,. � 5 e i i i > E ' ` F ; i y 58 < i d r ti a € /}�y� -. /My� Ii 3 • i , W S f f ; S •- z , < ; Vl i i [n i i.M ( k • N e� F 11 !� } t i $ - i i F - - ,� s z i /�� d, ` yz _ t S - E A 11 _i F O J d # I ,i 5 i � � _ � ` ' s � 3 o y R I ; 3 •�+�. f i � 1 � s : J Ir 11 i 1. ti! I 7 V tft i 3 i O �_ i a t, 3 ? € N i 3 S 1 } € 3 -' k W R �y�� » ♦- ,. a i i � _>M- ,k..�_ .. _ _ M 4 - _ _ �. _ ;._ _ . >. - a_ __._.,� , _ �..�, _ . , j .. a >, > .�,eb.., ...3...., �.., -. > _.< ............. ...,_...,, ... ... .. ., ;. 356 .�..w. �. .� �_..�...� �_��,�,.� _ �, � _..�._.ro_, >, <_ "�__�.� ^..,_,�,. .. <__.__ - it S t yI Iz S i i °•. i • 7 = € { 1 S r i • ' t € i 3 1356 11 '`'' , • wA {•� # • Y > >x t .: ;'o • Y l i g _ 1 } L i i - ii• X E S i F J • J J 3 3 _ M i i E I U W 'r t O a ,r- t s -1 f ! i e- _ s t I �, fi t ,� I r _, o z Af'PROXIMA FINISH x j Q- , p » > x � > ,w It, 354 _ _�� __ _ _ - -1 . w� V=i 1; I _ F It I w w W 3 1 Q i z i t i S W t n - /\ F-=z 2 F _ k - _. F- _; i F I F -� t I- s r f W F i r __ �_ -- t -`` 4 • ti. i i 5 _ t • IiW W( i ? i i j j 5 - S t _ 5 "d- j t y ___ __L_ �_ t. CJ � f r4/ L_» ? R � r a f �/� } i : r # i i ( x F i i' i � 'q -._ �_ .�- �- _ 1 - 2 i r a •�• n i i. _ -w__.� _...w Zz .,_,_�.. { �_..��. AP ROXIMA FINlSHE _ _ z - 3 _ _ - - - --- - a T• I ,.,:�. w ._ 3 _ ___ _ w, _ -_� w _ a ._ _ €» �, - d - - . . , �_ J - k __ _ K _ - _ _ 3. _ _� -_ o GR DE _ - - --- r...M._ M_ . __ ,,,,,_..,f t CE TERLINE I �, ? f 4 - _ - - r ` _ 52 k _ _ _ : s a p i t [ t tea',_ ..T i i { t f i € g i, e r, 7 �; I 11 i �- e €- _._ �_ 5 S f e . f [ z .uj• 5 O• • O• t V F 5 F • i i E 3 = �i _1 i v 2 �a �. -:r" - _� i i 3 } -� sir O•� 1 t• �• _ •�{ I t r 1 .a i E :i i t 9 � 1'. G z --- _ _ __ - - -- - f - € - - - -- - - -- E T• 51.6 351 351 s 1 _ _, _., .,. d -... m.. _ w._ _ ., �. 350 .. a _ _. , » _ _, _ . w, ... ,q _ - _,_ . A. , , _ _ _ _ . _ _ ,.r �_,_,_. __� _ . w I , ) , ># < O ? i _ '• 3 r #,.... <.>,.«, ». { 3511 > f , , , L i .t i ••�/ ^ x i x t �♦ • _ O 3 O• r 4 i , - j y € { ( - 3 t i_ 5 i T 35 I . , M 4 �- `fi 3� r F 0 # s r F 1 _ F -- g % 8 9 3 t e , i i 'i i I i _ i 5 i S s „�T-- s i , S ( 1 i �. ? f $ {' i z j y i i €'- - fi ' i t ..++.'."'.�." > i 1 k,� �..._. r......,.>,... .,...�,.,,...,,....,..... .. , , . i i - _ i i « 9 § r ...,. ..,_.,. .. �, .. 3 ,i 4 3 i e , 348 <�..- . ��. - ,�.�.��. ._,.<.��.�..�. _,._ ._.w., .._..,... � ..,, t cn F i d 3 i i i � ... Y f i k _ _---- i i--" 348 �11 11 Y ? C 3 _ i t i i S S - p • t f i 3 i s i i, S _ r R t s i 2 1 -- 1 i- 2. - f S ii r 1 r M :, i __ _ �-,__.'_ .._ ---{ -- !N'//ERT 8 SEWER o 1; f 6 z _ - - I_ ----- I i _ _ x 1 - R`/ryINVERT 8 DRAINS • -- ---��' f { 11 1. .<_.,,.._.,».,..,, t G 4 - .- 3 e # # i i J 3 y t -- 3 , Y t .z 3' i ,I. _ { [ i t, ( S `r'• 11 M 7 i i„ _ F } S � -. .. -.."a� I".n .. - r x w , ,_ .,,. : n w. -+.. ._ .a.,,. .,- ...<r......w.<....w.,. - >, ....... ... ,. _. ._ 4 4 i. l r < . 3 . ` y, i - i f i # _<,.,,Q'.,. ( ,<.>... ,..•.,�,..., ,.,f`'.. ",. ...- .-, .,,.yb,..v ,„-. ....»•.,«.,..... <.,, ,...,._.._r,....... __*-----4___ % € ss -I_-- r tt 346 {W� f. t f a `r. 3 i 3 -_ t { _ i y i { t 3 { > i I i x i 3 t 7 ' 1 $ Yi_ i -1 I _ 3 F F E INVERT 18 DRAIN 11 F I �II INVER' 8 SEWER r € ( # t - IN RT " # t F s x t , .. „......,,._.,,_.,.......«•- w __„_„„,,,._..,... s _ >,......_.,- -.v< a., i _ .. ' 1 '[ i { I T - c I i f } a 3 i F i Q _.:, ... ». a ._. __.,> _ _ v -. .__ _ - .....,, . ... »,..e a ui r. -s w ,..,w..< -.n ,_ - w .,.. ,<w .,..r -.,+- +: +„-.. ,. .w,_....v .._ o-.- .,.a., v,..., ._n .. , i a1, ,v[3,., .a - .-.-., x nw -, :+u, . -. . ,,.>.,m„ .mr ,a..- .._,...,. n.,.,t- •......�,..•- ,e.y,.w..., :u....<m.,.. ._r ... .- ..v....�. .. n _ Z 344 �!- __ _ .._. -a,. -_ �. _..._ e F { n41�ij g }••� K 1 r ., :- e - .,,,/p'� .� i '1 i ? C f. 2 #. .t = „_ "" 'i"^ ,r.:,y.+., a:�..,.. «. w. .<.,2 . ., , ,..-. ,_<,[.,_.,...v.,..w.,...>•, .. .d,:.,_r.,._.- ... ,..,- „ . ..............y�...... .,...<w._...........u_... «. 't s s f i [ t t ....�.� t Y i ; h € z V - s e I i Y { .° i YF °.,. '" E ... ,.._ i .,_„ 2 0 11 il 2 s r i € € i i % 2) ! s i s i 11 i i s . S € 3 y d f f i j; - i .11 �E e 7 - -__ice -.�.'. i " 3 t ; N .^ s' ? �- r 4 fi i INVER 6 SE`.�fi(��.jj'R t o f i f d- f e I 1 { { ca ac ._. rM,,. wn..,. -__�� rA,., ___ . �. z N _, r,_..,� t N __ Y� _ a _ .. _ _u� r> , �_ �.._ , _ r _.,.._._ �_�_._ _ _ . . w _ _.. �__. __ _. ° 1 . i i i i i r _ } ... . O 1 IN RT 8 1. , = 42 Y WER i s i J , .. `� 3 i S i J i i t i d q 2 i 3 i � � W� I A N ° i I r co � i I i 3 # i f j i 'l. °s t j ( f 3 Z { F o I f I `) { I i 7 3 t s i O x. i i L i I s N 1 1 ; 1 i L� Z 1 l i f F 4 { f- 11 340 f E $ # s t o i W $ Z i r Z % F ' i ; W I cn 1 2 '{ i a ,i'•: I .� It � 11 o = € a i w S � w Is w, w Jp i e e i, . s , F ' J f"" , ._>•»,.....,»,k.::. _� -. ..- .- ...,..� >..>...r,,,.,...,.- ,-..,� - =tom <_..<_a,._, ,. ,. .:,. ..,�- >a».,..........,>._,.: >, , . ,_. .< �. ..- a,....,. „ .._ ,_.__,, , -3..,_ r...,- ,.<_<._. .. .-- .,,.,, <.,.... ..>„ 5 4 , P Vj• # 7 � t w �.��. -. a �"° , :.,.- ,feu... a,... "<, <,- .,.{�,. -. _ �. .. u....«., a,-....,,_..:,.,,, n,.,,._.,._,,... e_ y+,.> ............. ..- ,_.u...,�.,..�.r:..r.,ro.Z, -. ,_».,1.. ,•«••64• +,,., v> - ..w.,., r.,,., .<,. ... -_..., _>,. _ ... # 1 0 - i e 3 # F 3 r ! i r •• w 3: T• # t i q - ..,... .#,._ .;�_ .•, .�. ,., . ., ,,.,,...,, >. ,.,..,v -,., ._,_...,..,,_..,: w...,,. w ..,,_.,,,M.. 1. .1 p Z t _ s �f '^ /�� E /� # Y I e { + i € i 3 x ? € F 4 ` [ • �i.J VLF f i i .f " "' t - `,i„• .,g. ,. a � /1.f R f Li.. l`I■ Z # s ; • EU 00 _ �CU e `� , J ZW # i Y v i I - , € { t ¢ i • i € j J c < 'I t � ? J 5 I,,••I • N € C" O j ? I rn {2 r Z p I. S. W � (n .' +.. w w p f # £ F o yw• t 1w f i J� ; - �� ¢ i e ? _ t £ N 1 3 ! - ` _ s, 1 •mow s ��y�/�y,, O w w S C ? T s� (� t z to (� 1 v O� r ? ? 2 3 3 w • � 3 j F KJ� y t c n .1. A t 1• ( „'i • ♦ _ i ii �/� 8 i • • m .- ...,,,.r...,..,.,.. >.,__, „ . ,,.,. - .....,. .............d i mil! FS 3 j „s..n.,_,,,. �. , _ ,. .,, 3 .. _ «� .. 00 Z N Op t „_< 3 € i t € r 33 \ Q 8 x Z � •� e 3 f rN ? -� N •I'7 •Mr7 = M = W •� 3 W n [\. 11 d E NW - M i k _ ! aw • • t , x V I t ,I _ - } � i � N 11 ¢ r U II It r a ; 9 i i i r �y 7 i �/ s i } w > �» 5 W ?> ,t 7 I .`' e ? k W -+ / 3 7 ? 2 i i W • �' # O � (�, �' # F i •I'�')1'�') # i • 1'7 i v} w g �� W w cn W s i t W fp _ F cii -1" w , _v ,_ .- �w _. a _ _, _,._._ >_->. _.. ,__ _ _. _ 3 R x. €:__._ ,_r. _.x_s _ i f Y < s _• _ _ _ . ._. -- -,_ c 33 r, w wm, .. „uw . , I W ! i = � = W 4 W W , ? � € ..�� wz ; .x�•w<>�,.•_...,.... i ...�..,. .�.if.,,, . Y., `�- .F"> , "� � S - w » w > _ f E . 1 5: -,--. .{ , 336 •7 > i ` • ' > 3 i g J t /� 3 /� 1 [ j� • s / /� <r 3 f } s, • 2 S i . S w ..(_, t k. i € V/ W W i t. v) W i i .+ i V) 1 i } 3 r F i t F k W W> .i 9 t ;! • Y i 4 ¢ ri i S 1 G > _{ i S i Y i ¢ i wui W J x �- ? 3 I- f, I- W Z v? Z Z r w Z i ! I 3 s t W - { f W (n Z t •' ti,,..._,_., ..,.,..,._,.....W.....•- ,..,.,- , ,. .,.... a.:..,,- ,.. .....<,I.J�.j.._«,..,,.__,._,.. 'i w »,. _ , F I 'd s �♦ S 'i i �1 S y " i 3 I t ; S - ..<,., ,- .. ,�.._...,,. ,_._ -.,. ..._...,..�.,.,. ..., ....,.. ....,..... ., _ _,. _ F g fi f a - -, _ a 334 _ w. <r_. �� _ _ . __... w 11 .. cn t -/ ¢, �• 3 z n 3 x f 3 X t - - � " � w . �• _� _ � _,.i 334 11 I. �� >/ ` X 4 i W ZZ W Z i # - i 1 r i ; s t ¢ ; 11 X 5 z - E ISTING 1 0.00 LF - f I W v) m # a - - _ a i 3 }- 't i ; EXISTl G 210.00f LF OF 8I SEWER 0.35% _ 'i6 SEWS 0 1.00 _ 4 XIST1 G 57.84 L F OF f d s I a I i f _ 3L XlST1N 89.70 .F OF 5 z t 4 N 1 31 ,,, ., _ _( a .. : w.>,w., n-•»._ .- •'n:..+.,•.. a,..re,.w.•e..ux„ -_r•. ,••-,-•_:•> <- .,w.++..,..w.v..,.«..,.:.w.u, w.. ...xw.w+.._,.... -. 2 i 2 t 3 I ,ri .✓.r..., ,nw,,, -,•. �,.. -r_a , - ,v,.,_...,,ew <_.:v._.. -,.... ,..,.._ .r ... r - ....,, a .. _.� , > S -_ .. _i,., ...._ _.. .. _ V 3 _ w _ _.� v _ �, . , _.. , _ �. _.� 3 t max. .> ,.. � � ».. „_ � .._, .,.__ w i 1 F E ? � - �ii�i�Ci�°- ,,£ A°` } �,.'y., -. _ ., f .: p:., r. i F i f i i t t I � sF i d 3 b � t� i t i 22 t k $ i 1 3 32 } i v t t k EXI TING �y t i 3 _. .,w.m,- ww,vv._,ar:..- ..-�'__'_.____ .. , y 1 Q S tT ? 1 r f` `, . w4 ,,,.. ,v.... _,>,,,,,,, ,,, ,,,5,:,,,...._„•..,,__,..,.. .x„ n,--„ b..,- ,.<,,....>..,,u,.,,- ,>n_.« ,u ._._.... .. �, r i 0 r.- ...-.. ,.>,.._..,..,- .._ . , .,•..�><,... -,,,, ,-,._ �_, mom. <...., _.-,.n .- ,., ., i 3 -.� , i t i , 3 , ` i i 330 _ , 10 11 12 13 14 15 16 17 18 19 20 21 22 �= w �p LEGEND: ABBREVIATIONS . CL CENTERLINE . I N V INVERT SD STORM DRAIN M H MANHOLE CB CATCH BASIN JB ,UNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY 351.9 1'•O.NI• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER f t�} EXISTING SEWER MANHOLE 11 �t z., , J y. w : TYPE "A" PER C.O.B. STD. W- . A , , �,: I. u t,r . C EXISTING SEWER CLEANOUT L , 5 25 �� ,` t, p- 4 Y Y 9" "I r i �` irA ", I PER C.O.B. STD. SW -6. SHEET WHERE SECTION IS SHOWN r , NI A Mu 11 - - D EXISTING STORM DRAIN PER CITY STANDARDS b # �,,, < s .,r W.} t \ 9 .. _ _ LLL t f ', 1 5 1 1 C t,. _ t % �� D Q E ISTING STORM DRAIN » NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A ,s ' ��r z `+ i k �' i , ^tii 1 31 1 -11 » �► MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D-- 14.�leY� r �,�,.., �_ . 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ` �� ,�v, : ° ��r.. ��,W CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. w�� ,,�. �,"� " !! TYPE A PER C.O.B. STD. D -14. .% rn. E yti. ��. F � ,I` h III � �, f " 11 " 'j, I I 4� 14A '_. 7aN r � j I / . I f-% 2" .2 j:r _ px- 0 d ,0-1, ' - r, ' ,f.. �.1 �, '. q¢ r" - ��,, I, i,, - i WHITE ALDER AVENUE SEE SHEET 16 30' 30' - - - - 18' 18' I I Q 1 �.. 51 V 5' � 1 :-- 0 I 1C N Z I W 0 < cc ` - _ _ (n O D 1. 00 z 1* EXIST. SEWER DROP M.H. NO. 27 `� I >< STA. 9 +95.04, C.L. 5.00LT.= ``' ;w STA. 9 +95.04, SEWER 9 � ��- - - I I /W- � i-i a- �� m [41in I mjK e� .- - - - _ - oo^ 00 - - 1 6 1 N 1 Q I <JC E� 8 r I O a; � VU J 4 � n DO ¢ � J I ©z I ♦� O T-_� I i o I QX o F- ,,, -,--I -- V, _ , - f - - -_ .- - - - _ - - - 00 - - I STA. 15 +60.48, C.L. WHITE ALDER AVE. co d- �' . P %L- E� 8 - FL: N It I o T_ 2 � � � o 21+00 1 ♦� O X p I °o I o I o I o of to U z i p I_ I �-< �< 1 �- - I 1 -q- Q � J CD ~� �... J J D 0 E W ---� N I J CD J 1 4 0 o^ '" M --I I 3 0 CD I Z ¢ JW V o C) d7 I 1 0 o-^ N Q [r J I N NQ I ^a� -I "FQ 1 00 I 1-z +`-' w w NQ Q:� 1 a� J NQ -1. I rnF- - a��w- � w c000 C" rnW orf rnw ,V-7 < N I- cnI �w . �X �W �`� . - �x L,J � WHITE ALDER AVENUE �_ � +-Z ^ �V � + Ir- +� (D +C� W + + NN o +� � _ai +CD T � I q 1 O " z I 1 cv z I r- 1- V--T-- <-:c ro z r) z �W •�c H� F�-♦X aX I ti3tn QX I QX C!)._.1- `-�- w F- w � W F- W t-- w � - - -. - - --- I - - I - - --I- - L w s S89.29'48 "E M w • 8" SEWER 290.64' - _ _� - S _ 11+00 w 12 +00 _, , r°) Ca S89 "29'48 "E 13 +00 i - INTERSECTION V) CN - _ - STA. 10 +00.00, C.L. CHECKERBLOOM DR.= o ° - _ - - - - - - I STA. 15 +60.48, C.L. WHITE ALDER AVE. co d- �' . P %L- E� 8 - FL: I 0 I o T_ 2 � � � o 21+00 1 1 X p I °o I o I o I o of to U 1a w -* 4 I_ I �-< �< 1 �- - I 1 -q- Q �� I,, J of 00 ¢ � / f1%. ,�i °Fw- oV_ N I °Fw- d- Q I� o� c0 I 18' 18' 1 34 a � 00 __j �C.D r�J IoW o -< MJ �Q of O n m T- - - - _ V $ 1 ----, 30 30 I 35 I I +� 36 I_ 1 00 I 1-z +`-' N I +CD 37 Nz +o "= Q 1 + .D 38 Q 3 9 Wa, t " Ir- F- cn I cn r- - 1 n �_ F- . cn �z I I, � z F-- � cn 11 I- cnI �w . �X �W �`� . - �x L,J WHITE ALDER AVENUE cn� cn� c SEE SHEET 16 `s - !• I CANDYIUFT WAY 1 I W V_ 4 01 zI EX. 8° SEYYEI� - . 14 +�00 II w caw m¢ J VEST. TENT. T,R. 7202 0 o, Jw CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106 -107 U N I T 1 C5 N co p It H w= M II• 11• 3 J �J �� ~ W W� 2 1 14 z a � Q PALE LILAC LANE t ,-` M o `"`r cUv) � M _1 �riw- 13 - � uiw SEE SHEET 14 10 1__: CD a° Z vtri © �.. CD o Co © ' j Z - !w o -' o = .,i .,-� ¢ o v o CD 0 1 o z -I TT 90� .^ v .^ o go� c�tn o 0 o c�jlu� , 1 J ( w w 16 ¢ ¢ S e I J ai J I 1 o .^ �/ �] 5 N Q 4 rn Z w w -+ I I w w i -��-' 3V 40 I o0co Q NQ � m I 12 0,J i rn J g w I tY I N N O 00o CV Q N Q N Q 5 0000 a� J N Q -- N I N -w w � cocfl I � � coo � I � oc 1 � I N corn I cv Q N Q Q If � , I a?Q rnQ r_r_ a'I-w ccv°opo �F- �~ �'F- °'� 0% � Lo� _w rn� I a;w 1 -t=w 1w r�© i 18 18 . Q . Q r V V tt3tfl a� E..._ T-- � F---- t� t--- Ste' �'`�1`*`) I 00 J N J i`'7 to U-i + + O-) Q (n + + 4 1 M Q d- J a) J J tW + + `- Q d I '-. < op (W -H + ro } w �:z I �f=- I +� t ¢Q Icazz _ cc�Z I �z �z I I-z I c! +� a'z �z oz F_ }�- N . cn 1 . cn I W- x r--t- . c~n ^ ta-�¢- . cF-n ~ F= �= r- .) <C<C I oo z T- �_- I - I cv I ¢ <C r� I cv w cn cn I I . cn I cn 1 O x i ---F -- F- x t; r F-- r ¢ F-W F-uj Qxc- tncn Qx Qx Qx Qx _<m W cncn I - Q I .cn { cn IW En o in \ cn.� cn� 1W,:, cn� ccnn� n� u� v � P/L W w I`- w C/ � w <a- w = o - - - - ( - - _ _ _ _ _ _ cn cr). � cn, I o p z: � I 2Q�0.00' � � S89'29�48 °E �J � EX. 8° SEWER I S 290.00' ... � '*�l ---I-- 89'29'48 "E - �� - - �> 1 1 00 16 +00 17+ 0 1 +00 19 +00 in - - - - \ _,",� ___ I - F-- W / -' - _ _ - - - - _ - •4M tl Sffit � c) � ~ cV / 4 M ~ F= F` F- F- ^ tl- M q;;p1__x oo I or o^ I o i H M F- o i o 1 r © ry J -I § d o o I I o Q 1-° ! 4:5 � J I �¢ � Q I � J ! r §O c?^ o^ o^ o [r �t Q ©� cr mot- Q �- p J 1 J I I_ _., I T- J I• w I _ _ �t .- cs o W O � w Q W w .� z �' _Of wOf � �' Q ro �" F� F-- mV- Q � F- �� ' a7 w � w ar I_.�_I cr Lu d7 J w • V . I ujp J . Q !ii :A10 w F- z- . F- V_ F- F- � CL I r !'� J oo _.I W� '-� 00 J O!� � I 1 (� ¢ - ¢ Q Q C� .•- 4 Cj .�j _ o Y>- -} c� a� d v: w ..d d- J rn J d° J --I mot= Z_ • C� z I on F- I �+ z I m q� J I ' I ' 1 to� ° I I I ''`) ©o F- tit ..J1 V- p _¢ . cn I I at .� 18 18 �} F" r, z 1 t` z I i` z 00 z 1 + cn .�, 4 _Q ! - .� W 10 �_ 13 I� x W I 6 �, 7 Q �, � �� F- 11 F F_ x �-- 30 30 v 12 w 1 i - 9 O .L .V, .C/, .co 1 14 ?p 15 <-X w Qx �� - - - i-- 1 t t--- w .�--� cn� F- w !- s,i� x cn x Q X FQ- x Q 4 t/! En._ jC.V �� V)v d cn� cn� c~n� cn� c) �"- w w ~ W SKY LUPINE ANE t 9 W �,� L E L � coo° � 10� ND w �� VEST. TENT. TR. F_ ,QQ v)(n CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL C) I I §W6 I 1 ;---, I cv 10 o t Q 1 4 J I w-r� 4� I � 0 � I i U-) I _w '`� 01% Xcn " p 1 a� F* act M z (n Q N' . �- J d-' J � W Q + o I vow I f� �+ - I to 10 1 1 I � I ! 8 � R^w xI I co 1 ' 18' I 1$' 1 I- N • 0 'q' , 16 17 I-< X I T30`6 , F w � g - w 40 �� w� �, PALE LILAC LANE SEE SHEET 14 STREET RIGHT -OF -WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 57379 PAGE 876 OF OFFICIAL RECORDS AND TRACT N0. 4709, MAP BOOK 379 PAGES 29 -30. cJ - - - EX. BLOCK WALL q INTERSECTION STA. 21 +86.57, C.L. CHECKERBLOOM DR.= STA. 15 +60.67, C.L. PALE LILAC LANE 6 - - - M OF) CD C'NJ r___ . 0 .- - 7 71 r__ 11_�, �,. - - U '--,' < M �. 1--- -. - _ I v � ..::..«,<....._,,.....,._._.�., Y,..._<- .._,.,.,,,nr..r...,,. . - - �,,,...�__...,,. ..�.,.W.=..,._...... _ <.. ,_ ,n__, _ ,.__._......_.,._„_- ,,._.__. "_ ..�. .. ,,..,.._ ,.,__.._.. ..,<..._.m.,_._,..e..y.,+ _ ..._ �_...,,.,,r. <._v..._.._ _._,. W_._,,._�_.__v..- >,_,,._...._....,..�_.,_�._- .,..._.__.._..,,,, _.a. .,,_- ....,,.,...,_. ..,.,.,,_.... .,,,_..:.�,,.,.,. _.__.,..... .a_,...,..rnM."_ ...._.._._. ....�_,.._+.,,...._w....._.. ... _ „- n_�,.,+,,.,.._...,:, _........,.•.,,..,._._:,..,..,, ...,,�.._.»„_...<..,_._. . ....... ........_ _,.�, <....., ....., ...._...._._.- ..._.�.w.,__.,.. ,..__. .t..,... »,,,a. _ ..>:,.....,...,..«...y< <- .<,.,. ...._...,..m_............. n „�.._.._..,_,..,....._, .K.,,.. „x_. >, ....__,_.,__,....., < ,,.,..,...,.<w_,M.,, .>, .+.__..ter_...,.,,.- �,<....,__.. _...<,... < ,. - f .y, ---r "" "S' »t r ' e ..., -i.. _.. ..�i K .- _ .n,. ,_E ter.,. ni,.... . <F,n _�-.,. - ..,a..... ,,..I_.^ -•- .,�.. _ _! . 364.. �� r z i t .. _ - 364 .I i 'ry `@ 'r " i i a i� 3 ti i i. j. c- 7 f i s - - F ./ 11 3 i I 'i ti ; ' ,t s i 3 y i - 1. i S t S 3 t 9 i c - 1 i i g 3 ft ; 1 " i fi i j t1 `, _ I Y 1 k . 1 I i I } E ' ; i f f EXiSTII G 290.6 LF OF SEWER . 1.12 ! XISTING 90.x0 LF OF 8 NITER 2.35% p EXIS NG 290. 0 LF OF 8 SEWS 0.35 t E ISTING 21.34 LF F 8 SE WER 0.? 8 It -4 s , ,", r- . _ ,,: N v., W s _ �, �� ., _.. .. _.,, _K. _.� _ _, ___ _� �.__ _ K_ __�__.,,-�,.,r._ r r __._... :. , n.._.n. -_ _.. _...�v. __. b_ .� _ _ P » _- m _ �. . _a _ _ �_ .�» » t. ., _ W._ _ _. ___._.:,<._R,.o..__.<,_. k , n �, ....a...w..,,.,,...,�_ _ _ ... . _ iu....w, 11 _.. Ta. = w.< r, 7. 362 .. - i ; 4' ! { t { £ i 8 - i i i t i S ! i t ( j :1 i 362 L S 1 .S f = t i ! I 1 f 3 5 i 1 t I 11 i jT i i -tl 1 y } l i E P f. i 1 F } i It 5 ; T" _ { 3 r z 5 � I S 3 s N t ® f r p I N I 4 E _ _ I , , , 11 9 i i w _ . ,.. _ . _ _ . w „ . <._,. -, ., » «. N __._ _. . _ . w v _ _ v_ , _ -- ,. --, ,v. . , ,, ..._ -_ . _ _. +_, , --- ,_ ._. _. v, �+_.,.,,,, .. . _. y w , } _ ry w _. y w... _. , i _. _. .. ? �_ „ ,. < s w v L �, _ . N _ f i �_ _ n v ...r u�, , w 3.. w ,, , . _ _ .,,. 360 } - � .... : � 360 3 i e i 2 t 1 ., i 1 s N S 1 ! ; ; s J r, i l 7 cj� X i I S w i 'f Y • • Y f l 1 f R S q £ _ } w /'�� 7337 ! 1 i i S t i 5 i i § I. i € O i I i = i 's Z • 2 I T u c" i 1. e t' r.. I i # f, i S U i :2 Z r z q z s s g F w i n i S J� i s s = j t Si 11 V I i T 3 - j 1 I 3 • N 1, - w s 4 } K i n . _ w. _ �._,...._. _. _ r M,.__�.,_.,._�.,w,.w, _.��.,__.. _.._......n_� _.__- _,_.. a__. _- _____.� _. _ __.. a_ _.._,_� ._...,_._. _� __. _ a w _... ..� 4...y_.�_.�.m , t wi 0 co r-- -•, ••' -&.,, •,,.,�,,..._. ..3- S:•,_ ......�.., r ..� w - k,.z,,._.,<, >w._ ,.,a� -,. <..., _....,.a.�,.... ....,.�.. ,. -.,:w> c�'• I .- ...•.;- #"` - ...�., •- t= -<. ..§- _ w ;,., ,•-- ,.•r•<,,, ,•a, ......_., .,_Y<_ _" "__.- • -»,., w :..... _.,y.- _�...Y ... '.... b - ,,, .. •.., , .,., ...,,, w� ._. �.: �, �,..,_, ,,..<..,......- > 11 358 F f v� 1 f ao�1 f W - _��_ 358 ! i .j y • i S v - M .! ii % Y s { 2 i I e t `� S S + i ..T �,L.� ° i t F i � ° s ai L A-.Cffn- 0 4 F r ' ^^ + t + 4 F .11 z m Mw E - S ! W !! ^^• ? ! W S i S = ` w >- 0 .t f 1..L (t t a F e = Oo "e I ^' > i Y♦ I = i t r + 4 S i + O /yam F } j //��/� i x , , M i I iir � ; '; [ t # 6i.. S j - f j a t - i i w € e k 3 N J i I 1 3 i I f .S _ I f i • �, S i S 1 _ i ui + } j T I '1 • !- $' w I L��"� - F - r i i I $. s" ,.,r..m. w . -.,, _.,_..._.. ,> ,.< .. .. _ v -; - >.w�..-. --. ..- .,_._ +w--., ...._. _ _. _ ._,,.,� -.._,. �,.>.� ...�.. - "...._.".. _-1__..,......e... ... +a_._,...� ......- ...._ ..,n.v..�,.....r__._«..,_ -.v ._e >.,..,�.... „w...,..:.., _... ......._ .w. --.- -- ..3..__- ......,._.._.._ , r i s+. a ,vu,. .. s i 's 356 ! M � _� : �.. 356 '} l - i - d V l 2 .z V i l t ., '1 R 1 S �V I t s W e1- et• W > , t Vj + P / \I A I } v A RQ M T F NISH F-- aC` Tcn w ; I /� I F- x J 3 k { 3 1 ? j Z { - ¢ • 1 - i w �i / j 4 j i �J .+.� . _ %_ F E i S ' ` r k w ' ' 4 c-� f x �-> � GRADE C NTERLINE: � 1 { te) .i W / >* 1 3 _ s ". e i F' : ± ; i Z e - ? S { i } 's I 'I f 1 t _ .. -- �- �- -s- y- -i . . R i win .._ _ _ t d__„ - - n . - . a� w.. _ a .., P _ ,., ,, k, _, , v _. w.. + �... >.0 _ _._ :_,_. u _ __ ... ..... _,.> ._- _ T ._ ._._ _ w ._ _ _ _. _ _,_ _. ,. _ ....- _, .. _..� . _ u, .._ _ _ _ .w _. __ .._._. �.....ro. _.+� _ ._, .w. _ ... _< _ . v.w,. .., _ _n _ _ »._ . z .� .. .. ..s�..�- _ _ _ i 354 3 i- t 1V P _.... -- __ _- - .T i 14 . -- -_ t -� _ - - - =- W - i 354 . Li 4 w w //'� z r - _ __ -�-- -_ .__ ..._- __ {{{ 1. `s w V/ r•. ? [ f �i -w i 1 i i i i 7- �/� `` GRADE CENTE INE s a _ _ -� _ ___ - - --- a 3 f I J`/`1 1. X # : t ! # S -_ ; ---- -- -.- ---- -F _�...i f I 3 i I It t i ? � + /it7 /� s i. y $1 11 { } _ _ i x _.__..._ ..._... ._�,._,.... �.a.� _ .m M �.4._,..M __ ., __. _ _._ - -- - _�.__._ _ ___„-- .�___.�.. _.<,_,_, ,._,,___-_.__,_, _,_,� .,, _ __ .._... w _ _.. . _M_ M�_.. _.__ ._,__.».._. - �__...---- _o_,._. F_�._.._.,_....__,_,r._. t ._ _ _a _ , .._ _._ ..__HY. _,__._ .__..__ __ _ .. R_, r_.� .., __ - -: __ _, K._,_,.._._. _.�. ____.•.v,>,._____..•. ,H �.� v ,,._,--,,»..,,._._«•:��. .,.__ .___.__..._ ._.n.� �.r v h. ,, . .. ._ >.__. .,_ _ .._, _,._...,_ _. _. ._ .._. p z,,_ 4._ _ a - �. _ . , _ _ . a ._ _,, _ , �, •- i i q s 'k 1 - I F _ _ Y 15 352 _ _ I F I 11 3 52 �- - ?� 1 t 5 i i o I 4 f j x` • 4 = r 3 d ,i ..+ i 3 t 11 T s i r i i 1 y 3�1 I I i tt 's f a 1 r I 3 F � i t i , , i s tt 3 ' �t -r � ,,.> ,,_ _, ............._:.a..:._,, ..,,,.. ..-..:., �„,..,,.,,,.....,.,>_ .....�_.,,.,,.,..,,- ...:_.....< ,_ ,..__,,,,_._„ _.._... ,..., ..... »_. ,. ...,3... ... -.,.�- »....,, •. , _,.,,._ ,- ,..,..- .w .-._., L � ,.. � »_ _ �,.- .. .,. _ ._. a.., w„_..- ..<..: ., ,�.-, ..n.._. «,-.., :. -._._. ... _, ..- ... _. . ..�...,v._...... _ ,._ „ ... _.-. _ .rte , -..,-, ., ...,. ., ,.�.,., .-_ _-.. ,R.. _. ,- -.. ._ ,.. ,..,.,« -< -,-< .-„ _-„ n ,, ,.. , ,..., _,. ., .._,. .. :...,,,...,._., - -� ,.< .,.., :. «..., -... ,.-. «.. --1.� ». ,.., _ ,_ _ ....,... ,._ 1. ��/� {/ , - .•{- -- - �r- i .W-- -?-- --r- '. , ;, �' ; , s _ _. ,.....� _ nrw . {,,. _ _ i M ._.>, �..._ _•.... :_- .;,4., i ..s�.. ..,- .w.,,,__.,..«.w. .... a ._ . -.:�. ___.1___4 /�/�■■ I. I 350 S S i i I i t i - p y i 5 ___ - ---�- i 50 r F j - 3 F .3 - - i i. ...�+- ..ry►� i t g k i i Y i i i .....� ; i. ;• I.i 6 i E 3 i ! _ t i I ! j ? 9 s r i it i 3 I ; i { d a s i i ; 3 4 i s E 3 Z 11 F ' t t I ; i i t 1 Y i { i f f ; 'I e 4 ` Q Y R 4 , _ k I R ` = i i '� = f 3 ? i F O 11 11 i' __.., .....,- ....,_. -. .... j .........:........ ......a n »'.__- .,._,.- ,_- ..,..:. .. w__ ,.-- ,<>.,- „_;...- "..- , ",..,.. -- .- •,.:.�- ,� 1. +_ .. ' .»._e_. `, .... .,_ ." ,.._ - w.._.,_ __ __,.»,,.._.- ,,..M....,..,._....._.__... -+., .. -._., ,..a,.....,._�...>.> ... «..._..... ..._.. _,,........ ,._......<. ..... <..__ ... v....,_. ..y___L�_,.«,,._....4.,.. ,,._.�,,._. .- .,. >..._.,__._,, -. -- ....... ,..._ .. _.._..,. ...,... -.... ...._. .. ,. .., >.,._>�........_........�. ,.._:,., ._.... _.,.., >..._.,.. ,_. ,, «_ -.._.. o-_� ,.._. ».... _ ,,...,a_- .,........ ., ,,..,..,.,..._..._.,. .. ._ ,_.,_y.,...,....<,b.,...,.,_ ,..,_.,__ ...-- ..,,.,-._,-- .,.,_.,_.,....,,.,o :a...+..,.. ( ..� w....,+.... - - .. ,.... ---",p - .. .. ... . _...�.._..._ _,.J. -.. 3, r a - 5--^-a .- ..}. -. ...�y <..,i,_ ,,,,{,...< ..n, , :.,..- ,,..i..... .,2 ._dam ....._�....._ �,tic�, =w... -yy., ,,..,.,'.... _ ,.,»,S.w, <„• -,_.,- .. �[,� 348 s r, d a �t i i a ti 1' - Y 5 f - 348 F ? 7 { f 5 ) � ■/ //�■ I 3 i fi E g T •I 1. i ^ F i t 4 _ a , 2 _ ! 1, _ . £ fir..+ , 2 6 J. 4 ..rte I 11 t s i, s Y i [ ! f i - } z y + I III T 8 11 F s ! i i Y �VER EWER t .i F E 3 7 q 4 'f S i [ i t. S 1 I f F { _ t !y C l �t w x a i. t 1 - i = ! i I t ' S S I i i k t s i IE- _, ».,...,-.._- ,- ,..w.,. - ,,,.....,,.,,..._„ ..,.<.,.....<:,.k_ � _,_,..... ..a,.>.. __. .. -..,. „_ _..a..,..,..._..M...,....,,,... _,_.... . «P..,. �.- ,.- ...,..,..., ..,,.,...,..,,...,..,,....,,.. .,.- ,..,_.,.. �...,.,_,_.,, ,.v ...._._.,� ..,.,w._. - ,,,., s. ..... .... ».<,.._,.._ ,<,. ..,,__,..- ._,__..._.- _, -- _,.-..._,__,...._, ....�...,.,.._. ,..,_.,...<.y, .._,- .,_.,._ »,,,....,,. ..__..._._ ., ,.-.. .n ,.._,.< r _ i - f. .....,, ......,.....,,.,,..,,..,..,<... :.._. ,, .,.....<.- .,«._......m,,,.,,,Y� .«...,_,,,..- _,.:,,....,.,.,,..._ -,4. .,,.,..,, ,,.__..,._.._,:.d »._.,...- , n.,.,,.. _ Y . _ _ _ ._ - .«.. -z .,- .. ., - _„<a... - ...,.- ,. ..-, w.. ... .... ..,.,„..� .,.... .,... .. ., Y, _„ ,... ,._.., .._�. ._ _.. . , < 346 5 i �zw F x i �.. IN RT 24 RAIN } I i . M- _ j 4 j 3 k 346 i j rj * ` i .I r . f i , 3 11 - i ( 2 n k { 7 * e s Q F a i k I y i i ! f! r f a t ; EL V. 345.0 s - F INVERT 8 WER t r t > 3 } t f 9 =' S i i •'w i s 2 i 3 f f ? o 11 11 5 t 1 : _ x [SS i .r�.!}"'r.�� s i _� f } i 3 y _ 3 k £. f S i E _! 2 { i 1 Y �_�� - Y 6 ; " i 1 } S 5 F Y i r /'� L {__ i ' r o v , .. .w......,, i ...._ , . ..... ..,,.. ...... a ....a . -.w.rm _.vv.w n_�r._._.a.- w«_ -.._.m ,...,.. _.-,,. «.,,- ...wr.- .r.....,.,�.., w.._..- ...w..+ -,. a.• _ .<.. .. +.+ ..,,w ., ......,. ,.....,.....,...... w. ,.....- . -.,... .-,..< ,. .,.� ..., v- w,..... >....«r,..... _,...r...an ,.nw,.,w wa., ..r+,w.•,i,..x-,w_.,,_.... r .. o..w✓.,..m., -, _ns,....,r --,. ,s...., uw..a,...._. v- +.._..- ....- +.,... -v ,. r. _,- ...,,,._..,,w,v,..w,...,.._.,n _- ....._r.,+ .............n,. -n ., ,a_.._..,._...._.,..__.,<.,__., . «._..,_._,. -,-.. _..._.... __._ .w ..,,,.. ..._.,..w..- •.a.....ls... -_,�.. _...w.._.... _._... _.>_. ..a,., -..... _.._.....<..,, ...._.. ,....,_...... ,.a.w.,..._.,.a_,•.�._- .- ,..... �. n_.a..,.......... ---t., ..-a, ..>...n .n.wv_.�.,,..- r...... .- ._.._.._.,_,.._....x.- �:..... .x..,_, -_.c .,..� -. �..,>�. --. ._ >.n.. ..._v.. ._....v, ._. .....- ,..n. -.. .. -..w. _. �...,- _, -_,,,. ._. .,.- ...._v._ ..,,._+- r,.___...- ..__.- .. -.v,- ... .,...v....- vm w...,..,. ,.:- .- «� »�_.,.._......_- . --..«. .. .. .,.a..,_..v......_...,.._... _..._.....a- .n__.:,._...,�. ._+...+.+._>,..._ r,.. ,.w +..,,<.+A:...+,,- ,v.,,.�.,.. v,... >:.,<..._ -n ..._.,._.+,�,_.__. ,-. ,- -. -, .a.,.._.- _,- ..�.,_.. .-_, •... .v..- w..a,. .,+,,..v..,.w_.w,,, ..,.r, w.n,. v......,...u,,..,_r.., ,.., .--- .,..._..i- ..:.,_..wr..._ ,..-. .,..,v, .......+... u, „v,- ,._w_. v _ .. .._._ i. ' ,.,i.. ..,y.,. ..: w -:..>. ., w «..,..a "4"�'t ° ^"^-"' � .' n ,f > } .� !. 7 .b--. _,...�_ ,., { .... ........._ .r -.y.w+ - .,,..:,#rte w•- ,4, -«,+,- >.Wn -, -, ..+;�,....._ .,_v.,dv_ r. ,_. r .- ,:j.... r. .. ..v _,.,.. _,.. r_.. .,. >n._.a, _.<_ -.-,. w.nn ». m., .- n.,....._, .,,,,..v -, _u., .v- .. -v,... a- a..,..,.., -. �. ..n.... 344 ._.-- ! i - ! _ w �Y .�.,. 44 Of rt j t g 2 a 1 a !i�"�'� i t 1 i e 1 ! -i s wsn b t i , ; a F _ S e f f S 7 f F t I s 7 t Q r - -�-- -- - _ r l I 3 NOTE. Of 11 11 1. i 3r..�� F a i i 7 t ? s i t 3 x i } z. ; L.2- +j f r'^�! ,I 7 } } S I i F I 's i t F k :k 3 t F s ALL EXISi�NO R do STEM DRAIN i k _._w .�_n u__� . _. - ,. _._ ._.. __,_� ri_a , F �__� - �. _ _.� w..__ ..,. , _, � , _r � ._ �v .. .. � _ �. ��.,� _..__u �_. _� �.. s _._. __ . ,..w. � _ w_ _ _� _ .».. _ m . _._. , _ �._ . �. ..._,. >._.�uu.� , _� + _ . « � . � . � � �. �.. , �..� w _ _ �.., _�, . ,...,µ � . _ .. ,.__.. _ �_..._.�._ _ w_._. -.� �..n � � < , � - _ _ . __ + _ , ,r, . � ..,a .. �.µ , ��w. . _ ... n r. � _� ,.:.r..�"" ,.•k -•., , -, ,,. .,z .,,.. .. ...,_ ,w. ., �.., ..�,...�, , .... -., ...�...... ,.,.u,_<, . , .�.:,_._ _.n. -•��,. .,_�.r< ..,€- .. .,. .- .,;.... -.�. ...m _».. ., �, .., _ �-�_ ._ , ..z.., ,n~. .� .�... , ....,�,.. � -i, .., ...,.. ......� .._.•.�..,., _._o ..._ , -- . ,�... ... __....,.�._,,,,___. ,.__... ...,. .. �nn.....r..n.,_v,.,.U_,M...._�i 342 a ._= : =�.-�_ i r r M r 34.2 I- i S g - T F 3 ' i 1 Its „RT 8 ENVER w �._ _ t I t f f I 1 1 x f t� I i � x MANHOLES ARE TO BE AD ISTED TO S,i j. 1 .} c i + �i S 1 ` i i - S i S 1 4 s 2 { ZD 11 i 1 } i ? y. ! I 1 3 .f i 1 7 i F § k T } # ! i - t 3 f FINISH GRADE UNLESS OTHERWI NO Rj z } - i 4 [ 1 I { ; 1 j I { SE ��I ♦ S y „ 3 z F 1 j .} A 3 i. e f ? t ; ,d 11 C -,-...........,..,..._..:,...,.__.,...._-.,--,_-,..<.. ............:,...,....H.._. ...... .,..- N.,..-.,..., ,,.,,»- ,,.,..._....,.._.,..,, -- _ .. _ ......,. -.. ..... .._.. _ , �.. < .. ., ._ _. ._ _..� ,_ __ ... _,._,_ _ . -, _. ., >._._... ,_ _ - �. ._ ,. .. _.., __,.. w _ .. v...._ ,_ __ -_ ,.., .. �.__ w... .,.. .__ ,---------.I-.--,--,-,--.-----.- .. 1. i -., ...,. , ... .. ., . .., ,.J ,3 a 1 il 340 t 3 40 a. j 2 3 - } i A i i s S s t 11 i Y z ,I IL } `} ? i } s - 11 � i - i 1 3 i I .' i i - s E t i yy i i s ? i i r s i, i 11 I 1. 11 3 t l Y F f d - f { t - 2,.;._..._,_ _,�.. __� _ €._,. +..._... r• _ _ _ ._ ._. �. _. __. x. _ .. ,_. ._ .. .. ., ,_ � _.. -. ___ _ _ -_ --,..a s_v,w_, _..__-_._. ___ ___ ...w _. .. -. _ ., __ . ,. . .. _ _ _ .<_, - -._ - _ __,_., __,.__ _. a M «.,. „x. ..- ... . ,w,...e.. ..b.,. , _ . ,a,-,. .. ......,,., . -.. .....' _. -...._ .. , ._ . - ..,., _ .. :. 4,.«_.. . - .. . ,. > ..... ....... ....., ,.wv ..,, ..,. ...� _ ,<« ..,, . a. _.,. „ .,.. t ., ...., ..,., ,.. ,. <. ,.......� ..,,. _... >., . _,_ ,_. -. ..,. .- ..,... �,.-.. ,-- �...w1- .,_v..,+.- ,..... ... ,-<- v .... -.... ...,y, w ... _...., ,.,, , sw.... ....,.. .nm,. .. ., .-.� .. „-,> _ ,.,... _ .. ,- r ._.. . � ._ �. ._. ,. .. ,., ,... .. ,,. ..._, -. , ,. >._ o- . .-.-.6 +.a., ,. ,.... .. ,., a <,.,....... _. ,w.+,....2 -,.. ._ _. -..- nw... .c ,a..c .. w. <.- ,...... .:.. .:,3.:.,... .... ,,. _.,.. .,.. _.... . - ,.,�w..>, .., <,.. ._S. ,_ .. _ .__. ,_,_. .., -n+r n „ ti .. . ,w c, .. a.- .,u, ,,,a ,m. „_ ....,+ ,-.. w. a. ..m _ , ,r« �. « r - .-, , , >., --,. .c .-.+ .n. >„ . ,., m+ n » �, v� r a- w,..,., <.. .. v ., .,.._>w.. +✓ .,a.�. n. .m- .+-,» s�, --.. <w_ -+.. v,s v rw : ,-- r., ... • .a ,._ .ua, ,w� ... -,.w. w a. -,.,, -..� v/ re r•.,_ .,,. i+ ,._ .... ..... .- .,...«,.M ,_, «. nw.._ _ r.. .< -i-a, ma w. .,,,.e -.-,w ..ar »..v ie.....,_.,.., �.,m...« -__,.. _, u,.._ nre, w,n x+. ..,,+.+ „ v„ v. .e +,' .,-, .ie, -.-.r � r _ .... .. e..,,.. .. .. ... .. -.- h s . �+,}v< r a-- "s. .- r.,d,.. .:,.. ..a v. v»_. ,r,. n, ..., ,,.w .c _ .. -. S. ,..r ., " i 1i 338 w r.y... .- <v a .n . _ __ _. ,., , w. ,__ M ._,.µ . 38 10 11 12 13 14 15 16 17 18 19 20 '21 LEGEN Q 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 351.9 T'O'M' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION SECTION DESIGNATION: �� s - - S EXISTING SEWER PER CITY STANDARDS'` N �' 11 SEC110N LETTER s �t., l �. �4 d :: G EXISTING SEWER MANHOLE �� I _�� A TYPE "A" PER C.0 B. STD SW -4.y R f �„ f��z r 11 11 f _" a l .- . �} � a R 4 '; L ti °s p a EXISTING SEWER CLEANOUT ; _J�"L .I E X f PER G.O.B. STD. SW -6. SHEET WHERE SECTION !S SHOWN §y �a r* tF - -1' f r$ t yV ,t § , L 5. 11. ? `t. . , t E , , �.A �R s 1 k - - EXISTING STORM DRAIN PER CITY STANDARDS f {< V �, '` 6 _:5 4"', 111 e. ' 0 s,� t iµ ''f ,. irr - d 4 + �' z i. i �- / L� D EXISTING STORM DRAIN NOTES 1 ALL CATCH BASINS ARE TO BE TYPE "A" �Y� N ii , _k +iy nl -lGtr K .n�l`h v S r _ .[l4 uL, . ,c 11 0 4 . MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5 OPENINGS PER C.O.B. STD. D--14. t H` �� . ,.,, � � .� „ 2} ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS N4 ,` ° ``°' s }K7 y$G< CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. ? f TYPE A PER C.O.B. STD. D -14, , } I '� '' r.. 1i IL *a a� 7 ggyy ;:1 1 7 7, G' i _ , LL ! - .::. R - ' , ' R ECORD O I � . . I I � & '*' .-/ L / t ; - / , y V_ x ( , ; I I I_ I U 1 w E� 8 " o o -co I I 0 20+ 00 2 T_ 2 21+00 1 1 rn V I I I I I i -- - / - -- I I � / 1z � N N I STREET RIGHT -OF -WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 57379 PAGE 876 OF OFFICIAL RECORDS AND TRACT N0. 4709, MAP BOOK 379 PAGES 29 -30. cJ - - - EX. BLOCK WALL q INTERSECTION STA. 21 +86.57, C.L. CHECKERBLOOM DR.= STA. 15 +60.67, C.L. PALE LILAC LANE 6 - - - M OF) CD C'NJ r___ . 0 .- - 7 71 r__ 11_�, �,. - - U '--,' < M �. 1--- -. - _ I v � ..::..«,<....._,,.....,._._.�., Y,..._<- .._,.,.,,,nr..r...,,. . - - �,,,...�__...,,. ..�.,.W.=..,._...... _ <.. ,_ ,n__, _ ,.__._......_.,._„_- ,,._.__. "_ ..�. .. ,,..,.._ ,.,__.._.. ..,<..._.m.,_._,..e..y.,+ _ ..._ �_...,,.,,r. <._v..._.._ _._,. W_._,,._�_.__v..- >,_,,._...._....,..�_.,_�._- .,..._.__.._..,,,, _.a. .,,_- ....,,.,...,_. ..,.,.,,_.... .,,,_..:.�,,.,.,. _.__.,..... .a_,...,..rnM."_ ...._.._._. ....�_,.._+.,,...._w....._.. ... _ „- n_�,.,+,,.,.._...,:, _........,.•.,,..,._._:,..,..,, ...,,�.._.»„_...<..,_._. . ....... ........_ _,.�, <....., ....., ...._...._._.- ..._.�.w.,__.,.. ,..__. .t..,... »,,,a. _ ..>:,.....,...,..«...y< <- .<,.,. ...._...,..m_............. n „�.._.._..,_,..,....._, .K.,,.. „x_. >, ....__,_.,__,....., < ,,.,..,...,.<w_,M.,, .>, .+.__..ter_...,.,,.- �,<....,__.. _...<,... < ,. - f .y, ---r "" "S' »t r ' e ..., -i.. _.. ..�i K .- _ .n,. ,_E ter.,. ni,.... . <F,n _�-.,. - ..,a..... ,,..I_.^ -•- .,�.. _ _! . 364.. �� r z i t .. _ - 364 .I i 'ry `@ 'r " i i a i� 3 ti i i. j. c- 7 f i s - - F ./ 11 3 i I 'i ti ; ' ,t s i 3 y i - 1. i S t S 3 t 9 i c - 1 i i g 3 ft ; 1 " i fi i j t1 `, _ I Y 1 k . 1 I i I } E ' ; i f f EXiSTII G 290.6 LF OF SEWER . 1.12 ! XISTING 90.x0 LF OF 8 NITER 2.35% p EXIS NG 290. 0 LF OF 8 SEWS 0.35 t E ISTING 21.34 LF F 8 SE WER 0.? 8 It -4 s , ,", r- . _ ,,: N v., W s _ �, �� ., _.. .. _.,, _K. _.� _ _, ___ _� �.__ _ K_ __�__.,,-�,.,r._ r r __._... :. , n.._.n. -_ _.. _...�v. __. b_ .� _ _ P » _- m _ �. . _a _ _ �_ .�» » t. ., _ W._ _ _. ___._.:,<._R,.o..__.<,_. k , n �, ....a...w..,,.,,...,�_ _ _ ... . _ iu....w, 11 _.. Ta. = w.< r, 7. 362 .. - i ; 4' ! { t { £ i 8 - i i i t i S ! i t ( j :1 i 362 L S 1 .S f = t i ! I 1 f 3 5 i 1 t I 11 i jT i i -tl 1 y } l i E P f. i 1 F } i It 5 ; T" _ { 3 r z 5 � I S 3 s N t ® f r p I N I 4 E _ _ I , , , 11 9 i i w _ . ,.. _ . _ _ . w „ . <._,. -, ., » «. N __._ _. . _ . w v _ _ v_ , _ -- ,. --, ,v. . , ,, ..._ -_ . _ _. +_, , --- ,_ ._. _. v, �+_.,.,,,, .. . _. y w , } _ ry w _. y w... _. , i _. _. .. ? �_ „ ,. < s w v L �, _ . N _ f i �_ _ n v ...r u�, , w 3.. w ,, , . _ _ .,,. 360 } - � .... : � 360 3 i e i 2 t 1 ., i 1 s N S 1 ! ; ; s J r, i l 7 cj� X i I S w i 'f Y • • Y f l 1 f R S q £ _ } w /'�� 7337 ! 1 i i S t i 5 i i § I. i € O i I i = i 's Z • 2 I T u c" i 1. e t' r.. I i # f, i S U i :2 Z r z q z s s g F w i n i S J� i s s = j t Si 11 V I i T 3 - j 1 I 3 • N 1, - w s 4 } K i n . _ w. _ �._,...._. _. _ r M,.__�.,_.,._�.,w,.w, _.��.,__.. _.._......n_� _.__- _,_.. a__. _- _____.� _. _ __.. a_ _.._,_� ._...,_._. _� __. _ a w _... ..� 4...y_.�_.�.m , t wi 0 co r-- -•, ••' -&.,, •,,.,�,,..._. ..3- S:•,_ ......�.., r ..� w - k,.z,,._.,<, >w._ ,.,a� -,. <..., _....,.a.�,.... ....,.�.. ,. -.,:w> c�'• I .- ...•.;- #"` - ...�., •- t= -<. ..§- _ w ;,., ,•-- ,.•r•<,,, ,•a, ......_., .,_Y<_ _" "__.- • -»,., w :..... _.,y.- _�...Y ... '.... b - ,,, .. •.., , .,., ...,,, w� ._. �.: �, �,..,_, ,,..<..,......- > 11 358 F f v� 1 f ao�1 f W - _��_ 358 ! i .j y • i S v - M .! ii % Y s { 2 i I e t `� S S + i ..T �,L.� ° i t F i � ° s ai L A-.Cffn- 0 4 F r ' ^^ + t + 4 F .11 z m Mw E - S ! W !! ^^• ? ! W S i S = ` w >- 0 .t f 1..L (t t a F e = Oo "e I ^' > i Y♦ I = i t r + 4 S i + O /yam F } j //��/� i x , , M i I iir � ; '; [ t # 6i.. S j - f j a t - i i w € e k 3 N J i I 1 3 i I f .S _ I f i • �, S i S 1 _ i ui + } j T I '1 • !- $' w I L��"� - F - r i i I $. s" ,.,r..m. w . -.,, _.,_..._.. ,> ,.< .. .. _ v -; - >.w�..-. --. ..- .,_._ +w--., ...._. _ _. _ ._,,.,� -.._,. �,.>.� ...�.. - "...._.".. _-1__..,......e... ... +a_._,...� ......- ...._ ..,n.v..�,.....r__._«..,_ -.v ._e >.,..,�.... „w...,..:.., _... ......._ .w. --.- -- ..3..__- ......,._.._.._ , r i s+. a ,vu,. .. s i 's 356 ! M � _� : �.. 356 '} l - i - d V l 2 .z V i l t ., '1 R 1 S �V I t s W e1- et• W > , t Vj + P / \I A I } v A RQ M T F NISH F-- aC` Tcn w ; I /� I F- x J 3 k { 3 1 ? j Z { - ¢ • 1 - i w �i / j 4 j i �J .+.� . _ %_ F E i S ' ` r k w ' ' 4 c-� f x �-> � GRADE C NTERLINE: � 1 { te) .i W / >* 1 3 _ s ". e i F' : ± ; i Z e - ? S { i } 's I 'I f 1 t _ .. -- �- �- -s- y- -i . . R i win .._ _ _ t d__„ - - n . - . a� w.. _ a .., P _ ,., ,, k, _, , v _. w.. + �... >.0 _ _._ :_,_. u _ __ ... ..... _,.> ._- _ T ._ ._._ _ w ._ _ _ _. _ _,_ _. ,. _ ....- _, .. _..� . _ u, .._ _ _ _ .w _. __ .._._. �.....ro. _.+� _ ._, .w. _ ... _< _ . v.w,. .., _ _n _ _ »._ . z .� .. .. ..s�..�- _ _ _ i 354 3 i- t 1V P _.... -- __ _- - .T i 14 . -- -_ t -� _ - - - =- W - i 354 . Li 4 w w //'� z r - _ __ -�-- -_ .__ ..._- __ {{{ 1. `s w V/ r•. ? [ f �i -w i 1 i i i i 7- �/� `` GRADE CENTE INE s a _ _ -� _ ___ - - --- a 3 f I J`/`1 1. X # : t ! # S -_ ; ---- -- -.- ---- -F _�...i f I 3 i I It t i ? � + /it7 /� s i. y $1 11 { } _ _ i x _.__..._ ..._... ._�,._,.... �.a.� _ .m M �.4._,..M __ ., __. _ _._ - -- - _�.__._ _ ___„-- .�___.�.. _.<,_,_, ,._,,___-_.__,_, _,_,� .,, _ __ .._... w _ _.. . _M_ M�_.. _.__ ._,__.».._. - �__...---- _o_,._. F_�._.._.,_....__,_,r._. t ._ _ _a _ , .._ _._ ..__HY. _,__._ .__..__ __ _ .. R_, r_.� .., __ - -: __ _, K._,_,.._._. _.�. ____.•.v,>,._____..•. ,H �.� v ,,._,--,,»..,,._._«•:��. .,.__ .___.__..._ ._.n.� �.r v h. ,, . .. ._ >.__. .,_ _ .._, _,._...,_ _. _. ._ .._. p z,,_ 4._ _ a - �. _ . , _ _ . a ._ _,, _ , �, •- i i q s 'k 1 - I F _ _ Y 15 352 _ _ I F I 11 3 52 �- - ?� 1 t 5 i i o I 4 f j x` • 4 = r 3 d ,i ..+ i 3 t 11 T s i r i i 1 y 3�1 I I i tt 's f a 1 r I 3 F � i t i , , i s tt 3 ' �t -r � ,,.> ,,_ _, ............._:.a..:._,, ..,,,.. ..-..:., �„,..,,.,,,.....,.,>_ .....�_.,,.,,.,..,,- ...:_.....< ,_ ,..__,,,,_._„ _.._... ,..., ..... »_. ,. ...,3... ... -.,.�- »....,, •. , _,.,,._ ,- ,..,..- .w .-._., L � ,.. � »_ _ �,.- .. .,. _ ._. a.., w„_..- ..<..: ., ,�.-, ..n.._. «,-.., :. -._._. ... _, ..- ... _. . ..�...,v._...... _ ,._ „ ... _.-. _ .rte , -..,-, ., ...,. ., ,.�.,., .-_ _-.. ,R.. _. ,- -.. ._ ,.. ,..,.,« -< -,-< .-„ _-„ n ,, ,.. , ,..., _,. ., .._,. .. :...,,,...,._., - -� ,.< .,.., :. «..., -... ,.-. «.. --1.� ». ,.., _ ,_ _ ....,... ,._ 1. ��/� {/ , - .•{- -- - �r- i .W-- -?-- --r- '. , ;, �' ; , s _ _. ,.....� _ nrw . {,,. _ _ i M ._.>, �..._ _•.... :_- .;,4., i ..s�.. ..,- .w.,,,__.,..«.w. .... a ._ . -.:�. ___.1___4 /�/�■■ I. I 350 S S i i I i t i - p y i 5 ___ - ---�- i 50 r F j - 3 F .3 - - i i. ...�+- ..ry►� i t g k i i Y i i i .....� ; i. ;• I.i 6 i E 3 i ! _ t i I ! j ? 9 s r i it i 3 I ; i { d a s i i ; 3 4 i s E 3 Z 11 F ' t t I ; i i t 1 Y i { i f f ; 'I e 4 ` Q Y R 4 , _ k I R ` = i i '� = f 3 ? i F O 11 11 i' __.., .....,- ....,_. -. .... j .........:........ ......a n »'.__- .,._,.- ,_- ..,..:. .. w__ ,.-- ,<>.,- „_;...- "..- , ",..,.. -- .- •,.:.�- ,� 1. +_ .. ' .»._e_. `, .... .,_ ." ,.._ - w.._.,_ __ __,.»,,.._.- ,,..M....,..,._....._.__... -+., .. -._., ,..a,.....,._�...>.> ... «..._..... ..._.. _,,........ ,._......<. ..... <..__ ... v....,_. ..y___L�_,.«,,._....4.,.. ,,._.�,,._. .- .,. >..._.,__._,, -. -- ....... ,..._ .. _.._..,. ...,... -.... ...._. .. ,. .., >.,._>�........_........�. ,.._:,., ._.... _.,.., >..._.,.. ,_. ,, «_ -.._.. o-_� ,.._. ».... _ ,,...,a_- .,........ ., ,,..,..,.,..._..._.,. .. ._ ,_.,_y.,...,....<,b.,...,.,_ ,..,_.,__ ...-- ..,,.,-._,-- .,.,_.,_.,....,,.,o :a...+..,.. ( ..� w....,+.... - - .. ,.... ---",p - .. .. ... . _...�.._..._ _,.J. -.. 3, r a - 5--^-a .- ..}. -. ...�y <..,i,_ ,,,,{,...< ..n, , :.,..- ,,..i..... .,2 ._dam ....._�....._ �,tic�, =w... -yy., ,,..,.,'.... _ ,.,»,S.w, <„• -,_.,- .. �[,� 348 s r, d a �t i i a ti 1' - Y 5 f - 348 F ? 7 { f 5 ) � ■/ //�■ I 3 i fi E g T •I 1. i ^ F i t 4 _ a , 2 _ ! 1, _ . £ fir..+ , 2 6 J. 4 ..rte I 11 t s i, s Y i [ ! f i - } z y + I III T 8 11 F s ! i i Y �VER EWER t .i F E 3 7 q 4 'f S i [ i t. S 1 I f F { _ t !y C l �t w x a i. t 1 - i = ! i I t ' S S I i i k t s i IE- _, ».,...,-.._- ,- ,..w.,. - ,,,.....,,.,,..._„ ..,.<.,.....<:,.k_ � _,_,..... ..a,.>.. __. .. -..,. „_ _..a..,..,..._..M...,....,,,... _,_.... . «P..,. �.- ,.- ...,..,..., ..,,.,...,..,,...,..,,....,,.. .,.- ,..,_.,.. �...,.,_,_.,, ,.v ...._._.,� ..,.,w._. - ,,,., s. ..... .... ».<,.._,.._ ,<,. ..,,__,..- ._,__..._.- _, -- _,.-..._,__,...._, ....�...,.,.._. ,..,_.,...<.y, .._,- .,_.,._ »,,,....,,. ..__..._._ ., ,.-.. .n ,.._,.< r _ i - f. .....,, ......,.....,,.,,..,,..,..,<... :.._. ,, .,.....<.- .,«._......m,,,.,,,Y� .«...,_,,,..- _,.:,,....,.,.,,..._ -,4. .,,.,..,, ,,.__..,._.._,:.d »._.,...- , n.,.,,.. _ Y . _ _ _ ._ - .«.. -z .,- .. ., - _„<a... - ...,.- ,. ..-, w.. ... .... ..,.,„..� .,.... .,... .. ., Y, _„ ,... ,._.., .._�. ._ _.. . , < 346 5 i �zw F x i �.. IN RT 24 RAIN } I i . M- _ j 4 j 3 k 346 i j rj * ` i .I r . f i , 3 11 - i ( 2 n k { 7 * e s Q F a i k I y i i ! f! r f a t ; EL V. 345.0 s - F INVERT 8 WER t r t > 3 } t f 9 =' S i i •'w i s 2 i 3 f f ? o 11 11 5 t 1 : _ x [SS i .r�.!}"'r.�� s i _� f } i 3 y _ 3 k £. f S i E _! 2 { i 1 Y �_�� - Y 6 ; " i 1 } S 5 F Y i r /'� L {__ i ' r o v , .. .w......,, i ...._ , . ..... ..,,.. ...... a ....a . -.w.rm _.vv.w n_�r._._.a.- w«_ -.._.m ,...,.. _.-,,. «.,,- ...wr.- .r.....,.,�.., w.._..- ...w..+ -,. a.• _ .<.. .. +.+ ..,,w ., ......,. ,.....,.....,...... w. ,.....- . -.,... .-,..< ,. .,.� ..., v- w,..... >....«r,..... _,...r...an ,.nw,.,w wa., ..r+,w.•,i,..x-,w_.,,_.... r .. o..w✓.,..m., -, _ns,....,r --,. ,s...., uw..a,...._. v- +.._..- ....- +.,... -v ,. r. _,- ...,,,._..,,w,v,..w,...,.._.,n _- ....._r.,+ .............n,. -n ., ,a_.._..,._...._.,..__.,<.,__., . «._..,_._,. -,-.. _..._.... __._ .w ..,,,.. ..._.,..w..- •.a.....ls... -_,�.. _...w.._.... _._... _.>_. ..a,., -..... _.._.....<..,, ...._.. ,....,_...... ,.a.w.,..._.,.a_,•.�._- .- ,..... �. n_.a..,.......... ---t., ..-a, ..>...n .n.wv_.�.,,..- r...... .- ._.._.._.,_,.._....x.- �:..... .x..,_, -_.c .,..� -. �..,>�. --. ._ >.n.. ..._v.. ._....v, ._. .....- ,..n. -.. .. -..w. _. �...,- _, -_,,,. ._. .,.- ...._v._ ..,,._+- r,.___...- ..__.- .. -.v,- ... .,...v....- vm w...,..,. ,.:- .- «� »�_.,.._......_- . --..«. .. .. .,.a..,_..v......_...,.._... _..._.....a- .n__.:,._...,�. ._+...+.+._>,..._ r,.. ,.w +..,,<.+A:...+,,- ,v.,,.�.,.. v,... >:.,<..._ -n ..._.,._.+,�,_.__. ,-. ,- -. -, .a.,.._.- _,- ..�.,_.. .-_, •... .v..- w..a,. .,+,,..v..,.w_.w,,, ..,.r, w.n,. v......,...u,,..,_r.., ,.., .--- .,..._..i- ..:.,_..wr..._ ,..-. .,..,v, .......+... u, „v,- ,._w_. v _ .. .._._ i. ' ,.,i.. ..,y.,. ..: w -:..>. ., w «..,..a "4"�'t ° ^"^-"' � .' n ,f > } .� !. 7 .b--. _,...�_ ,., { .... ........._ .r -.y.w+ - .,,..:,#rte w•- ,4, -«,+,- >.Wn -, -, ..+;�,....._ .,_v.,dv_ r. ,_. r .- ,:j.... r. .. ..v _,.,.. _,.. r_.. .,. >n._.a, _.<_ -.-,. w.nn ». m., .- n.,....._, .,,,,..v -, _u., .v- .. -v,... a- a..,..,.., -. �. ..n.... 344 ._.-- ! i - ! _ w �Y .�.,. 44 Of rt j t g 2 a 1 a !i�"�'� i t 1 i e 1 ! -i s wsn b t i , ; a F _ S e f f S 7 f F t I s 7 t Q r - -�-- -- - _ r l I 3 NOTE. Of 11 11 1. i 3r..�� F a i i 7 t ? s i t 3 x i } z. ; L.2- +j f r'^�! ,I 7 } } S I i F I 's i t F k :k 3 t F s ALL EXISi�NO R do STEM DRAIN i k _._w .�_n u__� . _. - ,. _._ ._.. __,_� ri_a , F �__� - �. _ _.� w..__ ..,. , _, � , _r � ._ �v .. .. � _ �. ��.,� _..__u �_. _� �.. s _._. __ . ,..w. � _ w_ _ _� _ .».. _ m . _._. , _ �._ . �. ..._,. >._.�uu.� , _� + _ . « � . � . � � �. �.. , �..� w _ _ �.., _�, . ,...,µ � . _ .. ,.__.. _ �_..._.�._ _ w_._. -.� �..n � � < , � - _ _ . __ + _ , ,r, . � ..,a .. �.µ , ��w. . _ ... n r. � _� ,.:.r..�"" ,.•k -•., , -, ,,. .,z .,,.. .. ...,_ ,w. ., �.., ..�,...�, , .... -., ...�...... ,.,.u,_<, . , .�.:,_._ _.n. -•��,. .,_�.r< ..,€- .. .,. .- .,;.... -.�. ...m _».. ., �, .., _ �-�_ ._ , ..z.., ,n~. .� .�... , ....,�,.. � -i, .., ...,.. ......� .._.•.�..,., _._o ..._ , -- . ,�... ... __....,.�._,,,,___. ,.__... ...,. .. �nn.....r..n.,_v,.,.U_,M...._�i 342 a ._= : =�.-�_ i r r M r 34.2 I- i S g - T F 3 ' i 1 Its „RT 8 ENVER w �._ _ t I t f f I 1 1 x f t� I i � x MANHOLES ARE TO BE AD ISTED TO S,i j. 1 .} c i + �i S 1 ` i i - S i S 1 4 s 2 { ZD 11 i 1 } i ? y. ! I 1 3 .f i 1 7 i F § k T } # ! i - t 3 f FINISH GRADE UNLESS OTHERWI NO Rj z } - i 4 [ 1 I { ; 1 j I { SE ��I ♦ S y „ 3 z F 1 j .} A 3 i. e f ? t ; ,d 11 C -,-...........,..,..._..:,...,.__.,...._-.,--,_-,..<.. ............:,...,....H.._. ...... .,..- N.,..-.,..., ,,.,,»- ,,.,..._....,.._.,..,, -- _ .. _ ......,. -.. ..... .._.. _ , �.. < .. ., ._ _. ._ _..� ,_ __ ... _,._,_ _ . -, _. ., >._._... ,_ _ - �. ._ ,. .. _.., __,.. w _ .. v...._ ,_ __ -_ ,.., .. �.__ w... .,.. .__ ,---------.I-.--,--,-,--.-----.- .. 1. i -., ...,. , ... .. ., . .., ,.J ,3 a 1 il 340 t 3 40 a. j 2 3 - } i A i i s S s t 11 i Y z ,I IL } `} ? i } s - 11 � i - i 1 3 i I .' i i - s E t i yy i i s ? i i r s i, i 11 I 1. 11 3 t l Y F f d - f { t - 2,.;._..._,_ _,�.. __� _ €._,. +..._... r• _ _ _ ._ ._. �. _. __. x. _ .. ,_. ._ .. .. ., ,_ � _.. -. ___ _ _ -_ --,..a s_v,w_, _..__-_._. ___ ___ ...w _. .. -. _ ., __ . ,. . .. _ _ _ .<_, - -._ - _ __,_., __,.__ _. a M «.,. „x. ..- ... . ,w,...e.. ..b.,. , _ . ,a,-,. .. ......,,., . -.. .....' _. -...._ .. , ._ . - ..,., _ .. :. 4,.«_.. . - .. . ,. > ..... ....... ....., ,.wv ..,, ..,. ...� _ ,<« ..,, . a. _.,. „ .,.. t ., ...., ..,., ,.. ,. <. ,.......� ..,,. _... >., . _,_ ,_. -. ..,. .- ..,... �,.-.. ,-- �...w1- .,_v..,+.- ,..... ... ,-<- v .... -.... ...,y, w ... _...., ,.,, , sw.... ....,.. .nm,. .. ., .-.� .. „-,> _ ,.,... _ .. ,- r ._.. . � ._ �. ._. ,. .. ,., ,... .. ,,. ..._, -. , ,. >._ o- . .-.-.6 +.a., ,. ,.... .. ,., a <,.,....... _. ,w.+,....2 -,.. ._ _. -..- nw... .c ,a..c .. w. <.- ,...... .:.. .:,3.:.,... .... ,,. _.,.. .,.. _.... . - ,.,�w..>, .., <,.. ._S. ,_ .. _ .__. ,_,_. .., -n+r n „ ti .. . ,w c, .. a.- .,u, ,,,a ,m. „_ ....,+ ,-.. w. a. ..m _ , ,r« �. « r - .-, , , >., --,. .c .-.+ .n. >„ . ,., m+ n » �, v� r a- w,..,., <.. .. v ., .,.._>w.. +✓ .,a.�. n. .m- .+-,» s�, --.. <w_ -+.. v,s v rw : ,-- r., ... • .a ,._ .ua, ,w� ... -,.w. w a. -,.,, -..� v/ re r•.,_ .,,. i+ ,._ .... ..... .- .,...«,.M ,_, «. nw.._ _ r.. .< -i-a, ma w. .,,,.e -.-,w ..ar »..v ie.....,_.,.., �.,m...« -__,.. _, u,.._ nre, w,n x+. ..,,+.+ „ v„ v. .e +,' .,-, .ie, -.-.r � r _ .... .. e..,,.. .. .. ... .. -.- h s . �+,}v< r a-- "s. .- r.,d,.. .:,.. ..a v. v»_. ,r,. n, ..., ,,.w .c _ .. -. S. ,..r ., " i 1i 338 w r.y... .- <v a .n . _ __ _. ,., , w. ,__ M ._,.µ . 38 10 11 12 13 14 15 16 17 18 19 20 '21 LEGEN Q 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 351.9 T'O'M' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION SECTION DESIGNATION: �� s - - S EXISTING SEWER PER CITY STANDARDS'` N �' 11 SEC110N LETTER s �t., l �. �4 d :: G EXISTING SEWER MANHOLE �� I _�� A TYPE "A" PER C.0 B. STD SW -4.y R f �„ f��z r 11 11 f _" a l .- . �} � a R 4 '; L ti °s p a EXISTING SEWER CLEANOUT ; _J�"L .I E X f PER G.O.B. STD. SW -6. SHEET WHERE SECTION !S SHOWN §y �a r* tF - -1' f r$ t yV ,t § , L 5. 11. ? `t. . , t E , , �.A �R s 1 k - - EXISTING STORM DRAIN PER CITY STANDARDS f {< V �, '` 6 _:5 4"', 111 e. ' 0 s,� t iµ ''f ,. irr - d 4 + �' z i. i �- / L� D EXISTING STORM DRAIN NOTES 1 ALL CATCH BASINS ARE TO BE TYPE "A" �Y� N ii , _k +iy nl -lGtr K .n�l`h v S r _ .[l4 uL, . ,c 11 0 4 . MANHOLE TYPE A PER C.O.B. STD. SW -4 WITH 3.5 OPENINGS PER C.O.B. STD. D--14. t H` �� . ,.,, � � .� „ 2} ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS N4 ,` ° ``°' s }K7 y$G< CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. ? f TYPE A PER C.O.B. STD. D -14, , } I '� '' r.. 1i IL *a a� 7 ggyy ;:1 1 7 7, G' i _ , LL ! - .::. R - ' , ' R ECORD O I � . . I I � & '*' .-/ L / t ; - / , y V_ x ( , ; I � & '*' .-/ L / t ; - / , y V_ x ( , ; UNIT. Q cn d' I _ _ - � _ Fz - - ,_ - UNIT I . . .. I �r � . K) . 10 DRAIN 1 1 i-: � CD • H•3r- T_ P /L o CD �Q o �Qi 5 O �.,: � ilI w w o i� 0 En J Z p mm F_: _r C) 1 ow O 0 Ld _j Lrjw~_r � J 7 .^ I a�J I o o .^ I a�J = I ¢ U(n I o o rnJ I N<� � ©Q -' + I NQ � < I Coto NQ 01-1 Z J h� rnc� W �rw- Z ww • 1 _ J cn � W� Wo 18 lc--�_1 T- _ 19 Nz i 20 r- F + v ":z N to WHITE ALDER AVENUE _' ° 33 I Q I m ao...� Q t� cnm V) 0+00+0 +CD "' 1i• 1 00 z_ %--r- I SEE SHEET 15 � 4 '- L- I . tc) QZ m t-- -0- Q >X (nom 0 _~..•F Z p • Q j< © F--- c~n� -- __�__ -- � <o WU - - _„_- -- - Z W . SKY LUPINE LANE ~ �' J LoW '�' p t0" 00 '^ J o 2 7 �.� m� 2 6 •J t-- o Q 25 J z Q •0 �- o Q :4 j3O I J NQ i �J N C. , C. - U 9 18 18 m w w A _� rnJ 8 I a� aiJ I „� 1 „pC Z w w i NQ Of >_ w Nq NN 1 r7r7 ( I nt N<< cr_ 1 NQ - - 18 �o © w -�I"1 .-- Q � �- �,•J �W Q �w Q 1 © u cv V) ++ - a rn -' o ,L �J Q W Q 2 I 13 r` r i T_ +0 I� m V-� I I W ,r � V-r-' N J I (,� >W 1 J N<C 32 I 4i -J I NQ J N<C P i - 1 J NQ Q Ucn I _ � J N i q CATCH BASIN NO. 14 Q,� 0 X I-rr- n H m OC � X0 � Q �- �=- En oo i U 1..: p T' '' � � co � (n m W Nw". ° i© '� Vi �? v � it � �, 1 I pi H_ co Q try w � . ~ W cn.,,r I ^� L Lw.. o � m � wwI 0000 Coto �� rnrn � � uj � - - - - � _,.I " I o � Sri .¢J STA. 9 +82.12 C.L., 16.33LT. !W � d X F_ J p J Z C> M� + � I + C , �- z �- U z + C� z + C� N z V? c+vc+v -IN-- CD NORMAL F.L. L. ELEV= 349.82 o w cn *- ��., t--• c�-J T. ¢w T-- I_ I- � r _ 1 �•,� I I V_ I- � �--.- i � z DEPRESSED F.L. ELEV= 349.65 z d- , ,� � a M� I cn i CO I cn I co - Qa I c i - - - X N X It-- Z �`"'0 U<e ma_ zo <C X Cf � Q X c~n� <r X (/),-.- �-L X c~n � X w t-t-- triv� Q >G Lj W 1 1 W � - c! - - - - - - (/) , tn.,_. 14 r - - - - t / - - - i L1 - EXIST. SEWER MANHOLE N0. 46 I L • STA. 9 +95.04, C.L. S.00LT.= s S89.29'48"E - � EX 8 SEWER s 29fi.fi4 " S89 9 48 E STA. 9 +95.04, 5.00LT. _ _ EX• 18" - 1 + +00 - ---1-2-'+--)O- - - w w 2+ 0 13 00 DRAIN . M ° 10 i W_ CL INTERSEC110N w UNIT. Q cn 9 I _ _ - � _ Fz - - ,_ - - - - - I . . .. I �r � . K) . .. DRAIN 1 1 i-: � CD • H•3r- o �Q P /L o CD �Q o �Qi 5 O �.,: � ilI w w o i� 0 En J Z p mm F_: _r C) 1 ow I 0 Ld _j Lrjw~_r � J 7 .^ I a�J I o o .^ I a�J = I ¢ U(n I o o rnJ I N<� � ©Q -' + I NQ � < I Coto NQ 01-1 r,� �< ab9 h� rnc� W �rw- Z ww • 1 _ J cn � W� Wo 18 lc--�_1 T- _ 19 Nz i 20 r- F + v ":z N to 1 23 1 �� "'� I I I Q +CD m ao...� Q t� cnm V) 0+00+0 +CD 1 1,7' 11 1 00 z_ %--r- I m z_ v` I (n .-tf I '- L- I . tc) QZ ,- 1____. 11"�� Q >X (nom 0 _~..•F Z p • Q j< cn,--" __ i -- cn Q w c~n� -- __�__ -- � <o WU - - _„_- -- - -- W . SKY LUPINE LANE ~ �' J LoW '�' co� 00 '^ J o 2 7 �.� m� 2 6 •J t-- o Q 25 J F„_ , , z _;W 30 30� < u� •0 �- o Q BROOM CD I J NQ i �J N C. , C. - U �... 18 18 m w w A _� rnJ 8 I a� aiJ I „� 1 „pC Z w w i NQ Of >_ w Nq NN 1 r7r7 ( I nt N<< cr_ 1 NQ �Q �� - Q �o Ld Q W ao�I 0000 IN4"� �W �w o cD '+ J u cv V) ++ - a rn -' m r Z) + as � � Lou-) w +- �� 000 ¢ r` r i T_ +0 I� m V-� I +cD d O m� V-r-' N Q© +0 co z � z P i - tz-- I . c o ? I . to F __ !.. . H Q,� 0 X I-rr- n H m OC � co i I �- �=- En Q x cn� Q x P/L �� i�-FQ- c� cncn X F- w Z �a- � cn '� Vi �? v W tI?tn i ° i Z �, ~ w cn � P L / . ~ W cn.,,r - - - - - - - - _,.I " I I \ I I . I - L UNIT. Q cn 9 I _ _ - � _ Fz - - ,_ - - - - - I . . .. I �r � . K) . .. DRAIN 1 1 i-: � CD • to 11 o �Q P /L o CD �Q o �Qi 5 O �.,: � ilI w w o i� 0 En J Z p „cam oLu F_: _r C) 1 ow I 0 Ld _j Lrjw~_r � J 7 .^ I a�J I o o .^ I a�J = I ¢ U(n I o o rnJ I N<� � ©Q -' + I NQ � < I Coto NQ 01-1 r,� �< ab9 h� rnc� W �rw- Z ww • 1 _ J cn � W� CD t- � 18 lc--�_1 T- _ 19 Nz i 20 r- F + v ":z +t.J 21 Z I 1 23 1 �� "'� I I I Q +CD m ao...� Q t� +CD V) 0+00+0 +CD 1 1,7' . n 1 <- x 1 00 z_ %--r- I m z_ v` I (n .-tf I '- L- I . tc) � V) `aC¢ I ,- 1____. 11"�� Q >X (nom <C x X F_-I w v�cn Q j< cn,--" __ i -- cn Q w c~n� -- __�__ -- - c~n� - L__ J . LA. so JLII�CR za�.o4 ■ 89'29'48 "E J EX. 8" SEINER 296.6�I s - V 14J-60- 15+ 0 16 +00 � 17 +(t�- -� - - � Q �nn STA. 10 +00.00, C.L. BEACH ASTER DR.= w STA. 12 +80.47, C.L. WHITE ALDER AVE. °O Q cn -- - - _ - _ � _ _ - � _ Fz - - ,_ - - - - - II _**'� i DRAIN 1 1 i-: � CD • o <:W d Q -� +z 17m ©Q -' + oQ �-� + oQ �-� ©F_ � '< c 22 �< ab9 O .w oF- 1 , I 18 18 Z ww • 1 _ J cn � W� CD t- � 18 lc--�_1 T- _ 19 Nz i 20 r- F + v ":z +t.J 21 Z I 1 23 1 �� "'� I I I Q 16 30' 1,301 m ao...� Q t� .�l �- ��< QXi Vic-" i r-x �.cn1 Qx . n 1 <- x I - M �� iwN , 18' 1$ , , i + t �z .-tf I -�.,.l -m U p J� cn w cn w cn� (nom Ef)� . � d 3a 30 cn Q w WHITE ALDER A < "mow LDE VENUE U I � I� - - _„_- -- - -- ` v '�' co� SEE SHEET 15 Q wo za SCOTCH BROOM WAY I .) UNIT 10 LINE TABLE UNE BEAMG LENGTH SIZE TYPE L1 S89 ♦46159 "E 23.48' 18" DRAIN L2 I S88-51 #32"E 1 32.17' 1 18" 1 DRAIN I- L '::�Z� - I w h 589'29'48 "E M EX. 8" SEWER 252.0T I. s � 11. 10:: d- M 11 'ICJ J C5 o PALE LiLAC LANE 4 3 mm F" w" �= "� w _ © � °• SEE SHEET 14 30' 40' 0 I M I 2 v�.-. 1 air. -. �; w Q v' 18'--1 18 , I N� 1 N I N f9� I-- o i U_iLu r__ �-- ftm ;?p 1 & < 5 W r-_ I I 1 2 � __j N � V La + I >- N � z i � F7_ 1 a N � I © N _ + < INS . cn c iN .4.,i © � m I �X 1 .-tf I e�Z i,�Q w e v~i O pz cn � N tca%4 =► C I � I� - - _„_- -- - -- -- _ U I I .) '::�Z� - I w h 589'29'48 "E M EX. 8" SEWER 252.0T I. s � 1919 00 _ 20 +00 -'+ _ u- < m rW) T.-I © 21 +00 I n--, . 10 - _1� N___� _ a V) � I_ 'rr � i o 11 I - - - __L__ _F - - - I - - - ---------- uj t I m CK _v, � I t- I I f Q � � rz [r M is cp I, . J oo^ w� + o I oo I oo I C0 1 o I o I i 1}" i N C` 1 �« �� I . /"\ i • /'� . /'\ . Imo\ . ,�: I X w d- Q d- JQ 1--W -j _j J 1 _,_.! 1 T_ J i J I • j • 1 � 1 to _ 0 Q �f- < d« Q -4- <C d- Q d- Q r- e[-� i 8 p I r_� I 10 o W w ¢� � � of ac of „of � •: *5 40 �- I �«J 11 U �J 12 m . 9 - 0 _ _ 13 J �-J mJ �J 18 19 N �-- Q>- � 14 1 � 16 1 7 ,�, � hmf STREET RIGHT OF WAY DEDICATION TO CD I � z I co z a n � z + 1 + 1 + CD I + C 1 + c� I N i °0 1r-� I , .}}. 118 18 t-- r= r- � I � � 1 � � I � � I vo z 1 0o z I rn z 1 C� i � -H cn cn �-; c� r- F-- r_ Ir- 5737, PAGE 87fi OF OFFICIAL RECORDS Q Q - . cn . cn . cn cn . cn N< N.oC N "E � O , r-- r_,_r < x (3 Q X Q X Q X Q ,� Q ;� Q ,� •!-- . 1-2- C! 40 AND TRACT N0. 4709, MAP BOOK 379 cn.� cn� z' w w c~n� cc n� c � ccn� cc i� ccn� tt.±z a PAGE 29 -30. o �o �. � S w°O° NO w cs o w z Qa C�l �u) BEACH ASTER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �•-• N" .�� 40� � � � PALE LILAC LANE TRACT N0. 5444 °�?°�, SEE SHEET 14 M BK.39, PG. 98 UNIT 9 CENTERLINE OF 20' WIDE PUBLIC U11UTY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT EXISTING 23.48 LF OF �.. ,...,-___. _ ,__._..,.. �... _.....,_ __,.._,__..__.._.v._ ,,. ,...,..h -__._ _. w 1. <c 364 i i r t, s „� • 0 < ' r < ' Z` 1 i + t ! { :. i { i i : i , a ,, � „t „. ..i ,- i 11 i ? R '^ k : t e a E + a 3 s t ' I 4 Q t} ; ( 7 { 1 .11 I 11 # € i EXISTING 32.17 F OF � 11 s ? § j I { i { .S 7 f } 4 - i s Y i t 3 . Y - } z S l f , i ( + F a f + 1. _ 18 RG -RCP 0.19 3 s j 11 �.... �. « _, �,.., . _a _ _ 3 ,kw.w«.. ,w <» . < 362 ' , 3 F y._ ., _ 1 . > , x "I p 4 g - e r. 2 I 1. f t s W 11 . . i F '6 i c i f M.# 'r e on do - 11 i 'r i , , ! i - i E z 3 _ ALL EXISiING SEXIER & STt�I� DRAIN kt 4 t i { { E S ' f •• d 7 E i 3' ; a i i Z 5 ! { - z - i h f i _ d ? f i . . i I . i ` f wi _, _.. �_,_ ,_, _ ._ _. 360 �- � F { r S�MANHOLES ARE TO BE AD�JSTED TO i 11 I r s i e - r� i f 11 i i /��TT I E r� _ f FINISH GRADE UNLESS OTHERWISE NOTED. O•^+ `• O . W ! € 'r. f r i i. - a } i S. } z j - 1 5 6 N i t ' S i f S 5 Z f : = , f ,I r ,. ._.-.. ....., ....... l f {. ll . i 5 3 g : , i s } i , I ,. .., .- ,:.,.- ......,. --. t '_.. -? Y , -, ., ., , •:>., a ._ ,>- ,_ v u. .:., ..,. «. ,., ,. ,. «.,. .. .,.. t aH O.. .w. .., ., ,., .. _ ., _ , A- v n , „ _e r. n _,.,«._n a n_ _ . w.» , . •. , r .. «. .... ..,._ «,.- «T- -. r,. - rr .,e r r .. r wv _. a+ .«. ,_n..a ._, ._ ..r... . .,, _,�j,,� 358 f (�\ y w E w '• E # Y 3 F i f pp t w' .,wr , i; m . , t w,,,. « >« �. .. ._. 1. W > .'!> f x f i c 'f r - # i -t Y K/ • 3 ti t� t j $ i y S q- i �� t 11w • 11W t + { - ? f Q Q • r" m U W i i t f Q 1 - I 5 ! J 1' .� $ j r re) W V I W P `i y i i - 4� F \� F I t i j y w ! f '-� - w f w z € g x r _ r v.,_ _ ._ _ M .�_a _ r__ s , - ti- a _. v __. _. _m _ _ _. _ .. _ _ 2 _ w _ . _ , _._ , U $ 56 1 w • i 1 i f F i 9 �. ca 7 i 356 11 U d- 1 z �I'' , 1 r .- j i 1 �i i - j E 3 1 E Y j J -! /� I F LO - t - - i 1 .© � ac ,,� . o a f r 6 t " j AIPPROXIMA TE FINISl E I 11 > �/� > W ; s ° ; r p + cn i 8 - f 3 GRADE ®► ENTERL! +E .__, a e « .._ h_ _i ... _ _.. w i r I , , ' < a 354 i E f } c i k r k q a3 Y f #. j_ « . ..� d, J i 3 [ J Q , t . w 't �� J !'� Q i 4 ' t - { i = - i i z z i ri - 1 ? k { ..k'- 354 41 11 W W - j N w # i. z 1 - - - - ' ? cni?zn z ? cn �n APPROtlMATE FIVISHE _ __ - ,___ = - - -- - -z- - - i I F t ir 5 T t ._. ,,.,... , i . ,._ _ . r ,weM - -- ..+W... ,«.. „s .w. ,.. ..a w_ >„,,,.,. --..,. ,-, .e.- ,e..,,�,-- n «u._. w,v:a',...•:, .,r, m,.....w.,,� %,��•... _,,., e, e,�..,,,.. ,>„ „ e ,,.: +x ..w, .., ,,.r. .>~.,..- _ -.<_., ,.-. - ,,,...+_.. .w.. •,.,..- _o«.,+...,,,. -..._< .,<. »...,- ._.._ »_, -,_.. . < ._ ..- ...:.,., _<>w.�.. r. ._,•.. .,. ,,- ._,.w._...... -•., n, ...+,. „.... a, .,.r,"w, .+.,,....- . «_>,_,_.,..._.. _.....l+.w,.,_. - ter_ a < _.- ,:f «'. -s+- -._ ,., _ ..- .w.,.,w _ ,«:K +�+,,.,•• r � -n4•`. +. > ,... n «,a. w,.,.,- ._........ _,.,,,.- .,c.w«...<,. »..v,.vr e-., .. r 4 w _ _ n 352 i ' x i '' - i 1 ' s i F § ` i .} s 3 i _I -,- - ; >j ,.£.,. # f t 11 ERIE _ _ _ _ - 352 j : {� ' i :. s I x k F - f < ! a , . x-- -- _? y D i c +` • V 1 i 7 p t i - 1 3 _�- t i i i i S r 3 I j _--- ,,,,_ - i J T I s f I 11 m -1 `_ r ! 1 P. 1 µ. $ -,... .._, f f .,- ..,_ ,...�. �_ .. _-. .. v. _ i ,«.w_._ _. �3 ._ ? 5 .. _ i E , , c E - f t i + : Y„ _ .._,.�.. .�,..,.<,. �.,, ...,•1• a„ f .,.i+,.,... . -.,.>. _ .w _,,...,_�..« >- ... <,,.....,....., n....,,....,.,. ..,. .y°_, ....... ........s ... , _....a,,.,....,,.,,.<.._.,, ,.,.,,,.,- ...., «.,, ,.,..<{ 350 = s 5 ._» _ 11 I f 1 v , < ,350 i ! f i i ! i f i. S i { - i i J 3 2 1 i 3 r �/ t e i ( T Y S i z i # I ? ? 1 - i ,f ; i I _ 3 - i ! i t 7 y F q i t 1 f t P 9 j t ? ; S j i } t r ( 1 2 ; d i }: s i t ; ! i e e jL j { 4 i i ..«.... .,. % i F f 4 t t ? ? i j I 9 _ 3. I r Y W .. _ . _... ,, ., . a, .. ,.- ... __ ... ,. . _ , i t \ ` c t > _ v 348 t v , . v __ .« w:M< §. yx_. _ �._. « .�' i + s a k I .. i j r € y i p a v - i i; i 1 '° ? S ....•...sue { f i i c i i ? 3 z F ( j a s t I. I . t s � � z ! t 1 i z r } £ f i i E z- i 1 E i i i I / f t i ; t p - t 1 # > 1 i ! . t ` :f i % O 11 g z L 3 i. i i f i 'i S i I f i ,I '� 3 # f i i t d r h s s \/ I r t _. ..., „ M i i # _, , . jm. r .-a , . ,.- ,-_ „+. r rx n-, w .-. , ..,.- _ s.� , ,,... ,« . c,,.. . >_... ,- ,__ »_..,_ _.«- _.,...,. ... _ ,, .__ ...,,.,...,. n.«.+ „...__. ..., .., ..«. <- �.�..... _, - ,..., -.. ., ,_.... ..... .w .. , ,< :.. ....... .... ., Y Z % � _ , .� y -. .� _ _ ,.> _ .,�..._ .-.. ,....,.:. � ___ �.,.� ... �..� ,��.�. �.�r.. PSI _.....�.,: 346 ; I t , s i x _r _ _.. , . > t i Y l t 3 1 4 Y f { 3 i • i ! t { 1 11 'E } P { 3 _ LJLJ s j i ' y i a i - r J 1 e } . 1 4 4 i p 3 !, f C [ i ; i 3 ? ° i 2 [ { } ;i 'i y 1 i t .4 11 [ 5 � € - s 1 - - ; � i k il. ti _ !N RT 8 *WER + 5 Y t R l f 3 - - 4 I F 5 i J L ,w a+. .,,a.... ( ..-. +._,.., _,. „<_« .. +,- .,,«_. <.,,,.,.. ,_ __ . -,.. -• ._ ,-,-,. -. ...,..,,,_:.<_,-,,,. «..«.. «- ,......- ,.,... ..,.. ,<..,,._...«...... .-. ___..,._.tc,.,_.<,..,.,, .__.._.__,......w...,- .r. -<,.. __.....- .,u.«.,.._n._ w..,_,,. _.:..>., «_-,. p- ..>.,.,,,. - u. .,, -..._ «...a . >,.. ...,, -. , ,,,,... w �w e w _.w �i ' "_.'1 „' ,- -. _w . +�,- _,. ..,_.._..,.... -n,.. ...,.,. ...,,..,..,+<.., ... _. :,...c.... -.... ._,w < ..,. .> ._..b..Y,..... ..... „_....... �.. .- .>,,.. ,,,+,,. -. -,vim ,,. ,.- ,......._, ..,- „-.... _.< ..................+„ �. -.F.. ,.,._...... -.... .- .,.,...,R ,. n- ..r .,,, ,... , ... .. - „ 344 a ? [ - _ 3 i _F -� y i a S d 3• 3 ,_ 344 % t = i 3 t a s i ^i i i - 4' i I w q € I RT EWER 1. 3 VE 8 S t i 11 Cl t t s f . ' i V_ y i . t z } ! ° [ ,5, i O F ^ x S i e { i , _} i t r Z ! t ; ? p ! ? { i , e p V - 1„l. ti s i ` i $ - f i _f i i .Y t I p t _ i , .�(' 1 Q -.- « _ ) s e i i ` _ _. _ - E 'r f ` s i , • i i I i i j { 3 ' f � 342 s , En a i, �.i4 t i r i : ,W a „4 m< n- .. f. . .. . _, > v . _ , .. . { # �y}F t x �- z- 342 11 � i. 33 i e i i Z i' 9 I z '^ £ } < k t 1 i j - I i y` 7 F 1 I 4 3 L i"�" CD t 1 3 E ,{ i. { % g l i - 1! j f j z 1 t 4 { ; i,i $ ° i 'g ? i i r W 7 W i _ } { w i ? 2 i S t W W Z s € i W ( WI% �-- 3 € J 7 i .t 1 1 i y y 3 i 3 ¢ S J i ( 1 g f - S 5 i } � f k j w •. y 3 t S t 2 z O 1A't 1 s O w S y 1 w 5 } t w { .0 , t i i , , , , i r _ , •, i i i i -,-. ,, ,, .< w,,.�.t:_.- :w,....,.......> .... . .... .... .,.,,,.,. _._.- ..._- ,.,:_»..a.. .mow _:.. ,..,....,. ,- ...,>_,,,.w,.: -.. .,_- ...., -_ A „, ; < .. a w cn 340 , ,: { t r : { ! i i t t ..w w _w� ry.. _ _ « . �Aj ` , •� :t Z ;_ L ; P 3 ; i Z 1 t • f j t i ; 7 i Q V L Qc _, s U $ f i 3 Z. U" ' F '' \ 'wN N i t } ? # cc i 3 _ N i ° 1, i € r - t Z nw) 2 s t 0 i { t d s : i k t t j N m d w M _ �. , y, _ _.. __ _. _, v .. __ _,. �.. _ o 11 n<Y+ [ , e , > f 338 ' i e 7 f 3 r _ 2 4 t �« rn %« , .y y t . I . e� y. 1 • i Y i i i i < F 't z j 1 M # i i S € ; ` _ 3 ! y ! ? .; • v i s 1 i t , � V) Y• i i ; q _ W .i t f i t t i - Y g s 4 t t S 3 ! �1: W `>►> i '. a W ! W > 1 W > Q 11 17 E S { + 4 +. i ! b 'i + �1 € 1 f w I i N 1. V) 1 i P i [ # N i - t i •+I - k i x ) F 7 W ; j 6 ! V! ��W 11 N i 11 14 ,I I y i • $ f { y 3 i r t i 7 \ } t W 4 I 1 r- ��.«. ,_ . ___ _..n W w _ n u wn <,- n.<we.:w..,v. co- ..u, ,..>.. ,,. ... .m. i rc€, -. r- . o r.,. .w n > „« - ,_.... ,,. -r m-. ...a. >,w, -m, .._s u c.>w._.- ...�.,.�...,,+. r. r.., -,..,. ._, Kv u..r, �..,t- «w._,. ,,,.., ,. n. _"..+«,,,,, ,., ✓,,..,- ,+_c_._�._... _vr,n,. .a,,.., w._,._,_.,- ,.- .,.,,._r,_ _..,.._ _........, _.r ... ,. .__ ...:.,,n.,._.. ._. _ .. ., .. 1. 1. w, w.a' ,.._ + p,y'..,r ,,,,. m-w ... - _, _.«;w,..• cc_a{ ., -. .. > v ,w.. v w. _<+., ..r. �..c,... :,.r_... r, .: ., rae..,.. :.,./..- 1...,.am. , ,.,_.,n ..v.- ,.._., _ ,........_ ._._.._ ... .�... _ .. , _ a e , , x . i v u v-, ,n i a `fir � w - c £ S _ z ,. •, # ♦ t , 'T t. ?� , .. s i Y `-£", •,?1 e .,�. «g ?^ ... -,... .. ... •...,. _ + " --�... ,- ,.. . �...... �, .....,..,...r..,,_- ..,- ,.>..._. ., ..»....R...,. ., .,... <...,. ,,,., ,......,... , >,. ., _- .- ..,,.._.....:,1.,,......,., ..,.,....,,,...,._.,- ._. ..,a.,..,.... ,... ._ >._._. ,. ...-< .._.,- ......- ,.....,....,...,,� 336 : t s a F °.. ,, 3 i ��y �q1 .e ....� 'i t [ < s F { S _ i i y i t { t ...i ; f t • S S J X Z t ; € i , X E'er i X �_ z z f w W) F w cn r 3 � w cn? _ z 11 W �_� x W t!) ` f i 3 b 4 ` { S ` 3 x ,Y 3 i i i ; .i i { 4, i } 11 :i ; i ; ;. 'Y i ' t > . i = c t3 t S i d i f � 3 F # { f, i L. { < 1 i 2 t z F i Y _ f „ j E , , _3 „ � i 1 334 } 4 x-►� « -� a�� «v M r € i . _,s _. 334 11 I 3 , r, s, 3 .3 i s { - i ' > t + g j a i t ' `s ' i .{ d # > ? ' ' ` ! N 11 "t .I i :i i t S i S t �'i t i i 3 s ' e f < t 7 l ! f 2 t 'd 4 i i y r t .,'i. ; 'i n 99 i S t i cm 11 5i Y 2 i t S t 3 s e .F t I } t €ty •t t i i i' t t l € 4 ; S i S i S v. _ S i a r , .t 332 r*ft 11 12 13 14 15 16 17 18 19 20 21 22 364 �.._.,.. -_.. s _... w w.i 364 1 t 5 i p i I XISTLNG 4.84 LF �F s 362 _.._._ , _w « _ »_� .� ��=�.� ... ,_,. 362 s 9 ( € F j T 4 360 I _A.N LO y-.-a •.. ..: � :,>©,,- {l ,n«.., r.,a . is _I �- LEGEND: � co 0i I r E Y Oz c a`°.,-M z ' e) ABBREVIATIONS 358 ; ",,.r,. z _ W)> z M> .�. = 358 CL CENTERLINE 11, V) ..�"' 11 W _..i 11 w .--� �c •-� t INV INVERT m VwW m U ww s 356 �. .356 SD STORM DRAIN • • f U ° u- �2 '� U- 3 MH MANHOLE I. �� _j Q �� F m n I •U.-w v to, ;•U °w 11 CB CATCH BASIN 354 I n, _�... + � �� + Ill �' µ r� - $ 354 JB JUNCTION BOX �- <C W �. J W j i 11 11 Q € •� �I •> S.� I SMH SEWER MANHOLE V) V) °�' z °�' SCO SEWER CLEANOUT l _ cn mm M cn -zr� 352 _, wa. �....�.,._•_.., ,..� :_yv..._.d.._.,..�_.�. -._. 352 SDMH STORM DRAIN MANHOLE i � � EXIST EXISTING I I _M_ I � ; s 6000 i 350 �,« ___. rt_.1:•..T_ �,, ,_.s. «,...,.�_.. «w�,M._ " ._,.,,_- _a,,,, _ . } 350 ELEV ELEVATION a 'i R/W RIGHT OF WAY I f I I i i t 1 f 348 -� «_A- ..�w� 3 _ ,. �;...R _..__. „. >, 348 351.E �',Q.M• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 3 1 346 a._,._. _p__-___.._,__ . �,.<,«,«.._.K_ _.._,...rt _._.�. __ .____..n _y 346 S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: flu } us 3A S ; x a J f SECTION LETTER v 11 iC f. 1 A EXISTING SEWER MANHOLE J - s 9 :� a i a: 1 . r __, M ,rv. ,, .._, �..n _ ., �. <, TYPE "A" PER _ p. 11 344. 44 . SW-4. 4• - -o ----- y C.O.B. C 0.B STD .y p k t I i` I cy eR 1 t ' 1 1, t i k n': n 7 r , v - i x s { 4rt. i 11 I EXISTING SEWER CLEANOUT ' ° F �� „` i It SHEET 1�R-iERE SECTION IS SHOWN A �t , 342 3 342 PER G.O.B. STD. SW fi. r t .A4 , i a �.,..,,.. , . , r: ..,..,. 5 x .. s' ' f . yr' 11 _ NV. ELEV 342.70 Y/ .. I I �'J ,_f k 6 D EXISTING STORM DRAIN PER CITY STANDARDS f� 34,fl �_._,r._._...�..._._�._,�, - -- , , .. ,. �-- ,.- ..- ,- �,____,..«._« -, .w. -. -�._ , -, __._�..�:�._..w__�«_.> .- _,_--.. 340 -t Y 1$ �' h �, %cad d "t w r - t i �.. '; ; r •s wk.: D EXISTING STORM DRAIN NOTES 1 } ALL CATCH BASINS ARE TO BE TYPE A �� :y a ,, f � �3x' ,r' . S' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3 ♦5' OPENINGS PER C.O.B. STD. D -14. u`. "'� �6 y�f it n �`�t 5`' I..., y `3ECTiON rA �ri: .� ' ` :t, r , `� " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 5�,16 ' ' t r ' . i. ,;, SCALE: 1" = 50 HORiZ. t, CONSTRUCT CATCH BASIN UNLESS OTHERWI E NOTED. I ``` a} �° �''' 1 _ " -OW 5 VERT. TYPE A PER C.O.B. STD. D -14. ; lll!!!:v /0 �� i ' 7 0. 'Ll. " } - t P rl . ' r w> j4ec(jF4,_D r S. I . . I I I . - . I . .. I . - . I _ - I 101^� . . el IIi' (41P 'r ,x i4 /t ;4 r , - .�_. s m ,., 11. 10:: i r'_"( ) 'ICJ J QJ mm _jJ C36 9 m p --_w 1 CO 00 U u5<5 �Y C) C"'j 4 (n 0000 + + il-1 H N.-- 7 Z - �¢ c-� �� 0 cncn r___ 7 I-- 1919 00 _ 20 +00 -'+ _ u- < m rW) T.-I © 21 +00 I n--, . 10 - _1� N___� _ a V) � I_ 'rr � i o 11 I - - - __L__ _F - - - I - - - ---------- uj t I m CK _v, � I t- I I f Q � � rz [r M is cp I, . J oo^ w� + o I oo I oo I C0 1 o I o I i 1}" i N C` 1 �« �� I . /"\ i • /'� . /'\ . Imo\ . ,�: I X w d- Q d- JQ 1--W -j _j J 1 _,_.! 1 T_ J i J I • j • 1 � 1 to _ 0 Q �f- < d« Q -4- <C d- Q d- Q r- e[-� i 8 p I r_� I 10 o W w ¢� � � of ac of „of � •: *5 40 �- I �«J 11 U �J 12 m . 9 - 0 _ _ 13 J �-J mJ �J 18 19 N �-- Q>- � 14 1 � 16 1 7 ,�, � hmf STREET RIGHT OF WAY DEDICATION TO CD I � z I co z a n � z + 1 + 1 + CD I + C 1 + c� I N i °0 1r-� I , .}}. 118 18 t-- r= r- � I � � 1 � � I � � I vo z 1 0o z I rn z 1 C� i � -H cn cn �-; c� r- F-- r_ Ir- 5737, PAGE 87fi OF OFFICIAL RECORDS Q Q - . cn . cn . cn cn . cn N< N.oC N "E � O , r-- r_,_r < x (3 Q X Q X Q X Q ,� Q ;� Q ,� •!-- . 1-2- C! 40 AND TRACT N0. 4709, MAP BOOK 379 cn.� cn� z' w w c~n� cc n� c � ccn� cc i� ccn� tt.±z a PAGE 29 -30. o �o �. � S w°O° NO w cs o w z Qa C�l �u) BEACH ASTER DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �•-• N" .�� 40� � � � PALE LILAC LANE TRACT N0. 5444 °�?°�, SEE SHEET 14 M BK.39, PG. 98 UNIT 9 CENTERLINE OF 20' WIDE PUBLIC U11UTY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT EXISTING 23.48 LF OF �.. ,...,-___. _ ,__._..,.. �... _.....,_ __,.._,__..__.._.v._ ,,. ,...,..h -__._ _. w 1. <c 364 i i r t, s „� • 0 < ' r < ' Z` 1 i + t ! { :. i { i i : i , a ,, � „t „. ..i ,- i 11 i ? R '^ k : t e a E + a 3 s t ' I 4 Q t} ; ( 7 { 1 .11 I 11 # € i EXISTING 32.17 F OF � 11 s ? § j I { i { .S 7 f } 4 - i s Y i t 3 . Y - } z S l f , i ( + F a f + 1. _ 18 RG -RCP 0.19 3 s j 11 �.... �. « _, �,.., . _a _ _ 3 ,kw.w«.. ,w <» . < 362 ' , 3 F y._ ., _ 1 . > , x "I p 4 g - e r. 2 I 1. f t s W 11 . . i F '6 i c i f M.# 'r e on do - 11 i 'r i , , ! i - i E z 3 _ ALL EXISiING SEXIER & STt�I� DRAIN kt 4 t i { { E S ' f •• d 7 E i 3' ; a i i Z 5 ! { - z - i h f i _ d ? f i . . i I . i ` f wi _, _.. �_,_ ,_, _ ._ _. 360 �- � F { r S�MANHOLES ARE TO BE AD�JSTED TO i 11 I r s i e - r� i f 11 i i /��TT I E r� _ f FINISH GRADE UNLESS OTHERWISE NOTED. O•^+ `• O . W ! € 'r. f r i i. - a } i S. } z j - 1 5 6 N i t ' S i f S 5 Z f : = , f ,I r ,. ._.-.. ....., ....... l f {. ll . i 5 3 g : , i s } i , I ,. .., .- ,:.,.- ......,. --. t '_.. -? Y , -, ., ., , •:>., a ._ ,>- ,_ v u. .:., ..,. «. ,., ,. ,. «.,. .. .,.. t aH O.. .w. .., ., ,., .. _ ., _ , A- v n , „ _e r. n _,.,«._n a n_ _ . w.» , . •. , r .. «. .... ..,._ «,.- «T- -. r,. - rr .,e r r .. r wv _. a+ .«. ,_n..a ._, ._ ..r... . .,, _,�j,,� 358 f (�\ y w E w '• E # Y 3 F i f pp t w' .,wr , i; m . , t w,,,. « >« �. .. ._. 1. W > .'!> f x f i c 'f r - # i -t Y K/ • 3 ti t� t j $ i y S q- i �� t 11w • 11W t + { - ? f Q Q • r" m U W i i t f Q 1 - I 5 ! J 1' .� $ j r re) W V I W P `i y i i - 4� F \� F I t i j y w ! f '-� - w f w z € g x r _ r v.,_ _ ._ _ M .�_a _ r__ s , - ti- a _. v __. _. _m _ _ _. _ .. _ _ 2 _ w _ . _ , _._ , U $ 56 1 w • i 1 i f F i 9 �. ca 7 i 356 11 U d- 1 z �I'' , 1 r .- j i 1 �i i - j E 3 1 E Y j J -! /� I F LO - t - - i 1 .© � ac ,,� . o a f r 6 t " j AIPPROXIMA TE FINISl E I 11 > �/� > W ; s ° ; r p + cn i 8 - f 3 GRADE ®► ENTERL! +E .__, a e « .._ h_ _i ... _ _.. w i r I , , ' < a 354 i E f } c i k r k q a3 Y f #. j_ « . ..� d, J i 3 [ J Q , t . w 't �� J !'� Q i 4 ' t - { i = - i i z z i ri - 1 ? k { ..k'- 354 41 11 W W - j N w # i. z 1 - - - - ' ? cni?zn z ? cn �n APPROtlMATE FIVISHE _ __ - ,___ = - - -- - -z- - - i I F t ir 5 T t ._. ,,.,... , i . ,._ _ . r ,weM - -- ..+W... ,«.. „s .w. ,.. ..a w_ >„,,,.,. --..,. ,-, .e.- ,e..,,�,-- n «u._. w,v:a',...•:, .,r, m,.....w.,,� %,��•... _,,., e, e,�..,,,.. ,>„ „ e ,,.: +x ..w, .., ,,.r. .>~.,..- _ -.<_., ,.-. - ,,,...+_.. .w.. •,.,..- _o«.,+...,,,. -..._< .,<. »...,- ._.._ »_, -,_.. . < ._ ..- ...:.,., _<>w.�.. r. ._,•.. .,. ,,- ._,.w._...... -•., n, ...+,. „.... a, .,.r,"w, .+.,,....- . «_>,_,_.,..._.. _.....l+.w,.,_. - ter_ a < _.- ,:f «'. -s+- -._ ,., _ ..- .w.,.,w _ ,«:K +�+,,.,•• r � -n4•`. +. > ,... n «,a. w,.,.,- ._........ _,.,,,.- .,c.w«...<,. »..v,.vr e-., .. r 4 w _ _ n 352 i ' x i '' - i 1 ' s i F § ` i .} s 3 i _I -,- - ; >j ,.£.,. # f t 11 ERIE _ _ _ _ - 352 j : {� ' i :. s I x k F - f < ! a , . x-- -- _? y D i c +` • V 1 i 7 p t i - 1 3 _�- t i i i i S r 3 I j _--- ,,,,_ - i J T I s f I 11 m -1 `_ r ! 1 P. 1 µ. $ -,... .._, f f .,- ..,_ ,...�. �_ .. _-. .. v. _ i ,«.w_._ _. �3 ._ ? 5 .. _ i E , , c E - f t i + : Y„ _ .._,.�.. .�,..,.<,. �.,, ...,•1• a„ f .,.i+,.,... . -.,.>. _ .w _,,...,_�..« >- ... <,,.....,....., n....,,....,.,. ..,. .y°_, ....... ........s ... , _....a,,.,....,,.,,.<.._.,, ,.,.,,,.,- ...., «.,, ,.,..<{ 350 = s 5 ._» _ 11 I f 1 v , < ,350 i ! f i i ! i f i. S i { - i i J 3 2 1 i 3 r �/ t e i ( T Y S i z i # I ? ? 1 - i ,f ; i I _ 3 - i ! i t 7 y F q i t 1 f t P 9 j t ? ; S j i } t r ( 1 2 ; d i }: s i t ; ! i e e jL j { 4 i i ..«.... .,. % i F f 4 t t ? ? i j I 9 _ 3. I r Y W .. _ . _... ,, ., . a, .. ,.- ... __ ... ,. . _ , i t \ ` c t > _ v 348 t v , . v __ .« w:M< §. yx_. _ �._. « .�' i + s a k I .. i j r € y i p a v - i i; i 1 '° ? S ....•...sue { f i i c i i ? 3 z F ( j a s t I. I . t s � � z ! t 1 i z r } £ f i i E z- i 1 E i i i I / f t i ; t p - t 1 # > 1 i ! . t ` :f i % O 11 g z L 3 i. i i f i 'i S i I f i ,I '� 3 # f i i t d r h s s \/ I r t _. ..., „ M i i # _, , . jm. r .-a , . ,.- ,-_ „+. r rx n-, w .-. , ..,.- _ s.� , ,,... ,« . c,,.. . >_... ,- ,__ »_..,_ _.«- _.,...,. ... _ ,, .__ ...,,.,...,. n.«.+ „...__. ..., .., ..«. <- �.�..... _, - ,..., -.. ., ,_.... ..... .w .. , ,< :.. ....... .... ., Y Z % � _ , .� y -. .� _ _ ,.> _ .,�..._ .-.. ,....,.:. � ___ �.,.� ... �..� ,��.�. �.�r.. PSI _.....�.,: 346 ; I t , s i x _r _ _.. , . > t i Y l t 3 1 4 Y f { 3 i • i ! t { 1 11 'E } P { 3 _ LJLJ s j i ' y i a i - r J 1 e } . 1 4 4 i p 3 !, f C [ i ; i 3 ? ° i 2 [ { } ;i 'i y 1 i t .4 11 [ 5 � € - s 1 - - ; � i k il. ti _ !N RT 8 *WER + 5 Y t R l f 3 - - 4 I F 5 i J L ,w a+. .,,a.... ( ..-. +._,.., _,. „<_« .. +,- .,,«_. <.,,,.,.. ,_ __ . -,.. -• ._ ,-,-,. -. ...,..,,,_:.<_,-,,,. «..«.. «- ,......- ,.,... ..,.. ,<..,,._...«...... .-. ___..,._.tc,.,_.<,..,.,, .__.._.__,......w...,- .r. -<,.. __.....- .,u.«.,.._n._ w..,_,,. _.:..>., «_-,. p- ..>.,.,,,. - u. .,, -..._ «...a . >,.. ...,, -. , ,,,,... w �w e w _.w �i ' "_.'1 „' ,- -. _w . +�,- _,. ..,_.._..,.... -n,.. ...,.,. ...,,..,..,+<.., ... _. :,...c.... -.... ._,w < ..,. .> ._..b..Y,..... ..... „_....... �.. .- .>,,.. ,,,+,,. -. -,vim ,,. ,.- ,......._, ..,- „-.... _.< ..................+„ �. -.F.. ,.,._...... -.... .- .,.,...,R ,. n- ..r .,,, ,... , ... .. - „ 344 a ? [ - _ 3 i _F -� y i a S d 3• 3 ,_ 344 % t = i 3 t a s i ^i i i - 4' i I w q € I RT EWER 1. 3 VE 8 S t i 11 Cl t t s f . ' i V_ y i . t z } ! ° [ ,5, i O F ^ x S i e { i , _} i t r Z ! t ; ? p ! ? { i , e p V - 1„l. ti s i ` i $ - f i _f i i .Y t I p t _ i , .�(' 1 Q -.- « _ ) s e i i ` _ _. _ - E 'r f ` s i , • i i I i i j { 3 ' f � 342 s , En a i, �.i4 t i r i : ,W a „4 m< n- .. f. . .. . _, > v . _ , .. . { # �y}F t x �- z- 342 11 � i. 33 i e i i Z i' 9 I z '^ £ } < k t 1 i j - I i y` 7 F 1 I 4 3 L i"�" CD t 1 3 E ,{ i. { % g l i - 1! j f j z 1 t 4 { ; i,i $ ° i 'g ? i i r W 7 W i _ } { w i ? 2 i S t W W Z s € i W ( WI% �-- 3 € J 7 i .t 1 1 i y y 3 i 3 ¢ S J i ( 1 g f - S 5 i } � f k j w •. y 3 t S t 2 z O 1A't 1 s O w S y 1 w 5 } t w { .0 , t i i , , , , i r _ , •, i i i i -,-. ,, ,, .< w,,.�.t:_.- :w,....,.......> .... . .... .... .,.,,,.,. _._.- ..._- ,.,:_»..a.. .mow _:.. ,..,....,. ,- ...,>_,,,.w,.: -.. .,_- ...., -_ A „, ; < .. a w cn 340 , ,: { t r : { ! i i t t ..w w _w� ry.. _ _ « . �Aj ` , •� :t Z ;_ L ; P 3 ; i Z 1 t • f j t i ; 7 i Q V L Qc _, s U $ f i 3 Z. U" ' F '' \ 'wN N i t } ? # cc i 3 _ N i ° 1, i € r - t Z nw) 2 s t 0 i { t d s : i k t t j N m d w M _ �. , y, _ _.. __ _. _, v .. __ _,. �.. _ o 11 n<Y+ [ , e , > f 338 ' i e 7 f 3 r _ 2 4 t �« rn %« , .y y t . I . e� y. 1 • i Y i i i i < F 't z j 1 M # i i S € ; ` _ 3 ! y ! ? .; • v i s 1 i t , � V) Y• i i ; q _ W .i t f i t t i - Y g s 4 t t S 3 ! �1: W `>►> i '. a W ! W > 1 W > Q 11 17 E S { + 4 +. i ! b 'i + �1 € 1 f w I i N 1. V) 1 i P i [ # N i - t i •+I - k i x ) F 7 W ; j 6 ! V! ��W 11 N i 11 14 ,I I y i • $ f { y 3 i r t i 7 \ } t W 4 I 1 r- ��.«. ,_ . ___ _..n W w _ n u wn <,- n.<we.:w..,v. co- ..u, ,..>.. ,,. ... .m. i rc€, -. r- . o r.,. .w n > „« - ,_.... ,,. -r m-. ...a. >,w, -m, .._s u c.>w._.- ...�.,.�...,,+. r. r.., -,..,. ._, Kv u..r, �..,t- «w._,. ,,,.., ,. n. _"..+«,,,,, ,., ✓,,..,- ,+_c_._�._... _vr,n,. .a,,.., w._,._,_.,- ,.- .,.,,._r,_ _..,.._ _........, _.r ... ,. .__ ...:.,,n.,._.. ._. _ .. ., .. 1. 1. w, w.a' ,.._ + p,y'..,r ,,,,. m-w ... - _, _.«;w,..• cc_a{ ., -. .. > v ,w.. v w. _<+., ..r. �..c,... :,.r_... r, .: ., rae..,.. :.,./..- 1...,.am. , ,.,_.,n ..v.- ,.._., _ ,........_ ._._.._ ... .�... _ .. , _ a e , , x . i v u v-, ,n i a `fir � w - c £ S _ z ,. •, # ♦ t , 'T t. ?� , .. s i Y `-£", •,?1 e .,�. «g ?^ ... -,... .. ... •...,. _ + " --�... ,- ,.. . �...... �, .....,..,...r..,,_- ..,- ,.>..._. ., ..»....R...,. ., .,... <...,. ,,,., ,......,... , >,. ., _- .- ..,,.._.....:,1.,,......,., ..,.,....,,,...,._.,- ._. ..,a.,..,.... ,... ._ >._._. ,. ...-< .._.,- ......- ,.....,....,...,,� 336 : t s a F °.. ,, 3 i ��y �q1 .e ....� 'i t [ < s F { S _ i i y i t { t ...i ; f t • S S J X Z t ; € i , X E'er i X �_ z z f w W) F w cn r 3 � w cn? _ z 11 W �_� x W t!) ` f i 3 b 4 ` { S ` 3 x ,Y 3 i i i ; .i i { 4, i } 11 :i ; i ; ;. 'Y i ' t > . i = c t3 t S i d i f � 3 F # { f, i L. { < 1 i 2 t z F i Y _ f „ j E , , _3 „ � i 1 334 } 4 x-►� « -� a�� «v M r € i . _,s _. 334 11 I 3 , r, s, 3 .3 i s { - i ' > t + g j a i t ' `s ' i .{ d # > ? ' ' ` ! N 11 "t .I i :i i t S i S t �'i t i i 3 s ' e f < t 7 l ! f 2 t 'd 4 i i y r t .,'i. ; 'i n 99 i S t i cm 11 5i Y 2 i t S t 3 s e .F t I } t €ty •t t i i i' t t l € 4 ; S i S i S v. _ S i a r , .t 332 r*ft 11 12 13 14 15 16 17 18 19 20 21 22 364 �.._.,.. -_.. s _... w w.i 364 1 t 5 i p i I XISTLNG 4.84 LF �F s 362 _.._._ , _w « _ »_� .� ��=�.� ... ,_,. 362 s 9 ( € F j T 4 360 I _A.N LO y-.-a •.. ..: � :,>©,,- {l ,n«.., r.,a . is _I �- LEGEND: � co 0i I r E Y Oz c a`°.,-M z ' e) ABBREVIATIONS 358 ; ",,.r,. z _ W)> z M> .�. = 358 CL CENTERLINE 11, V) ..�"' 11 W _..i 11 w .--� �c •-� t INV INVERT m VwW m U ww s 356 �. .356 SD STORM DRAIN • • f U ° u- �2 '� U- 3 MH MANHOLE I. �� _j Q �� F m n I •U.-w v to, ;•U °w 11 CB CATCH BASIN 354 I n, _�... + � �� + Ill �' µ r� - $ 354 JB JUNCTION BOX �- <C W �. J W j i 11 11 Q € •� �I •> S.� I SMH SEWER MANHOLE V) V) °�' z °�' SCO SEWER CLEANOUT l _ cn mm M cn -zr� 352 _, wa. �....�.,._•_.., ,..� :_yv..._.d.._.,..�_.�. -._. 352 SDMH STORM DRAIN MANHOLE i � � EXIST EXISTING I I _M_ I � ; s 6000 i 350 �,« ___. rt_.1:•..T_ �,, ,_.s. «,...,.�_.. «w�,M._ " ._,.,,_- _a,,,, _ . } 350 ELEV ELEVATION a 'i R/W RIGHT OF WAY I f I I i i t 1 f 348 -� «_A- ..�w� 3 _ ,. �;...R _..__. „. >, 348 351.E �',Q.M• TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 3 1 346 a._,._. _p__-___.._,__ . �,.<,«,«.._.K_ _.._,...rt _._.�. __ .____..n _y 346 S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: flu } us 3A S ; x a J f SECTION LETTER v 11 iC f. 1 A EXISTING SEWER MANHOLE J - s 9 :� a i a: 1 . r __, M ,rv. ,, .._, �..n _ ., �. <, TYPE "A" PER _ p. 11 344. 44 . SW-4. 4• - -o ----- y C.O.B. C 0.B STD .y p k t I i` I cy eR 1 t ' 1 1, t i k n': n 7 r , v - i x s { 4rt. i 11 I EXISTING SEWER CLEANOUT ' ° F �� „` i It SHEET 1�R-iERE SECTION IS SHOWN A �t , 342 3 342 PER G.O.B. STD. SW fi. r t .A4 , i a �.,..,,.. , . , r: ..,..,. 5 x .. s' ' f . yr' 11 _ NV. ELEV 342.70 Y/ .. I I �'J ,_f k 6 D EXISTING STORM DRAIN PER CITY STANDARDS f� 34,fl �_._,r._._...�..._._�._,�, - -- , , .. ,. �-- ,.- ..- ,- �,____,..«._« -, .w. -. -�._ , -, __._�..�:�._..w__�«_.> .- _,_--.. 340 -t Y 1$ �' h �, %cad d "t w r - t i �.. '; ; r •s wk.: D EXISTING STORM DRAIN NOTES 1 } ALL CATCH BASINS ARE TO BE TYPE A �� :y a ,, f � �3x' ,r' . S' MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3 ♦5' OPENINGS PER C.O.B. STD. D -14. u`. "'� �6 y�f it n �`�t 5`' I..., y `3ECTiON rA �ri: .� ' ` :t, r , `� " 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 5�,16 ' ' t r ' . i. ,;, SCALE: 1" = 50 HORiZ. t, CONSTRUCT CATCH BASIN UNLESS OTHERWI E NOTED. I ``` a} �° �''' 1 _ " -OW 5 VERT. TYPE A PER C.O.B. STD. D -14. ; lll!!!:v /0 �� i ' 7 0. 'Ll. " } - t P rl . ' r w> j4ec(jF4,_D r S. I . . I I I . - . I . .. I . - . I _ - I 101^� . . el IIi' (41P 'r ,x i4 /t ;4 r , - .�_. s m ,., UNIT 11 CD CD c*-4 < 5 + F ............................... .................... .................... .. - S89"29248"E -j- E 8" SEWER T06. 00' 11 11+00 12400 358 356 354 352 350 348 346 344 342 340 338 336 334 rn co 0 4 C) 0 Na < a-,, :m cy) C*,4 (D LLJ +C F- V) X II SCOTCH BROOM WAY • 0 F--: a J F- r,:w CD -j C) 18 90 " C) 18 - • W CD < C*4:5 C-4 rn < 30 30 cqcq ui 3 , N a-- wfo< -i < CD ZO I + C) + +z + tj c) • + l V) } r �a cq < X F- L.Lj C) < mix F- V) LLj ::� 4:S81 *29 48"E -- loo 's — T3 -T F- FZ J 12 C) C) CD CD CD,-, C) CD C� CD 1 4 < < -A, QD < '-q- 14- -4- -J- < -4- <c -d- < x Of ry - ui cr- T- t- N ~-- Lu < < 0� f-- < CN4 -1 5 Lc) 0') 14- 00 18 13 4 --' 16 m < 17 9 (10 14 + CD + CD + CD + CD 41d: + +144 ;-t- I I I A CDI CD + f" I ff-) = CD Us r-- co w � C/O cl -wo cn Ile < < < co C/ W JLL < T< I- W < U) co p- W cn to cn Cf) UNIT 11 0 Z CD CD -j IQ 1 �W I < M < + CD rli cn < 5<- bi II T- I - — -- i c� II. Of ju CDI CD CD C'D o (D < mg Urn N < all C'4 < cr-3 o bi m v- uJ cn v- Lj LLJ < < < w CD 40 v- --i < J aa;t 1+ ++ + c!) r- Lti F- c b to Q0.z: 20"� Lo < < -1 - -I — - IL -- +� c 01- T CD C) m -q- 9 WHITE ALDER AVENUE Alo < 5-< cn < oQ ELEVATION F— C/) SEE SHEET 15 :71 0 C) c) = -gL-j Qx cn LLJ 8' W 0 F- Lj F- Lj -j SECTION LETTER �A _j V) 30, m 2r- _j 8 i - I <D CD CD CD EXISTING SEWER CLEANOUT CD CD CL INTERSECTION/E.C. N8504,342"E RAD. 5; < M z 0 Q I C:)% - < cis STA. 9+68.79 C.L. YELLOW LUPINE DR.= C:) w 'elt C%ic-4 0 co bi -4- �-- 7 m 6 0) F- STA. 10+50.6 C.L. WHITE ALDER AVE. V) 31: W 66 ++ Lii Q`�' rr) < r--_ --i WITH 3.5" OPENINGS PER C.O.B. STD. D-14. < " I 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA TIONS C> CD "v" V) Of + + C:)V- " 00 + . c) + CD Z 10 00 F-: w < W ;z r. . . I — F= U) z F-- ECORD DRAWING Lli W F-�- V)cn C---P << F-F- < 5;:� V) V) F- Lj U) < 5;z F- LJJ c/) < T< F- LLJ LLJ V) UNIT 11 CD CD c*-4 < 5 + F ............................... .................... .................... .. - S89"29248"E -j- E 8" SEWER T06. 00' 11 11+00 12400 358 356 354 352 350 348 346 344 342 340 338 336 334 rn co 0 4 C) 0 Na < a-,, :m cy) C*,4 (D LLJ +C F- V) X II SCOTCH BROOM WAY • 0 F--: a J F- r,:w CD -j C) 18 90 " C) 18 - • W CD < C*4:5 C-4 rn < 30 30 cqcq ui 3 , N a-- wfo< -i < CD ZO I + C) + +z + tj c) • + l V) } r �a cq < X F- L.Lj C) < mix F- V) LLj ::� 4:S81 *29 48"E -- loo 's — T3 -T F- FZ J 12 C) C) CD CD CD,-, C) CD C� CD 1 4 < < -A, QD < '-q- 14- -4- -J- < -4- <c -d- < x Of ry - ui cr- T- t- N ~-- Lu < < 0� f-- < CN4 -1 5 Lc) 0') 14- 00 18 13 4 --' 16 m < 17 9 (10 14 + CD + CD + CD + CD 41d: + +144 ;-t- I I I A CDI CD + f" I ff-) = CD Us r-- co w � C/O cl -wo cn Ile < < < co C/ W JLL < T< I- W < U) co p- W cn to cn Cf) UNIT 11 0 Z CD CD -j IQ 1 �W I < M < + CD rli cn < 5<- bi II T- I - — -- i C) CD V-- - Of ju CDI CD CD C'D o (D C) 0^ mg Urn N < all C'4 < cr-3 o bi m v- uJ cn v- r.: a, m 14% 901 c-4 c4 r - < < < w CD 40 v- --i < J aa;t 1+ ++ + c!) r- Lti F- c b to Q0.z: 20"� cn < F- I-- LJJ tQ- C/) C/) U) < < -1 - -I — - IL -- EX. 8 -1. ---1 I - - SkWER 300.00 9 s S89029'48'"E 17T 4 15 +00 16+00 -T T- I - — -- i - Of C) cr o (D C) 0^ mg C) ,rte 00 CD o < t < I < CK LAJ < w < af < LLJ CB zo 0 ct r- Lti F- UJ NQ M 20"� J 19 m < -1 21 0 + CD +� c 01- T CD m -q- cn 14- = Alo < 5-< cn < I ELEVATION F— C/) I-- UJ X <x Qx cn LLJ O_ cn F- Lj F- Lj SECTION LETTER �A _j V) h' vx x a4 TYPE PER C.O.B. STD. SW-4- vc O EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN -J-33" 5; PER C.O.B. STD. SW-6. F= C) Ci 'elt LAJ Lc) C> EXISTING STORM DRAIN PER CITY STANDARDS V) + + EXISTING STORM DRAIN "A* NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" o-': W WITH 3.5" OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA TIONS CONSTRUCT CATCH BASIN "A" UNLESS OTHERWISE NOTED. Z % ECORD DRAWING V) U) 00 ;s n U N I T 12 PALE LILAC LANE z: C) 10 1 SEE SHEET 14 F- F--: w C) C) 29 9 1 -i I _j r': Cr F- C) I 1 0 CD CD C) C) w r,:m 4 CD C) CD CD C3 C) (3i CD C) iw 18' ()i z c� < < < < < i ry Of Qv) a W cc'yq) - ME, -j LAJ 11 6 8 94 Z=) Rig, < 6 w 4 r-,w r-17W r-17uj 7r-:w rUj 0 rn W r- P.- F- m m z: C:)C:) w 1-4 < < < < < CD F- ft --i I I c'q I _j < co I r-- C:)* CJ ev : 00 :25 x w r", I "-, 3to r-5 < C4 C44 rn Sc) + (-D + CD + CD LJLJ + rn + F-d-- Ld --j + + to (y) I V� V� I r- z 00 z: + cD cf) 0) + 4m W I C-) j I + -+ + O 00 v- v- cy) :z S LLJ C:>C:) CD F= C4 04" V� (n V) V) c'm C"*-4 cwn V) F- F- >< F- x x F-I < th <c < - -< R R %z LLJ Lij LLJ F- Lj Uj (n Gj F- LLj lid t; co I .r 6" 8 0 — SEWER V 0 — SEWER - 300.00 S89*29148"E 169.3 w YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 19+00 20+00 21 C co CD Of Of Of cr- C) CD C) CD C) CD c� (D c� CD v -1 Ir- I v- V-- - -j li 1 11 1 < < < < ry or Of V) t-- Lli LJ LLJ LLJ F- LLJ C'� F-- - 4 m w _ < < Lld Z F- -q- -1 01) 1 1 ai Wo"A'.0) <1 C*4.m (D C) - , ('� b 00 17 16 14 13 4b < LLJ + -4L- 15 + + (D + -4 0 + CDI =:)c Lr 007, cy) 0-) C) so C) jpg F-- I w © © + _j< cs 0 -- 9 1 C-4 a:j 0 . c/) (f) c/) .0 CNI < < < < < X La cx_ M O-J &I (D LLJ LJJ LLJ F- LJJ LLI --JL.Lj -to C3 0- -4e C14 C) . C/-) 12 UNIT 12 F-- co Lo V C51IR w , co w cq V) +to ,-- rn uJ EXISTING POWER POLE TO BE REMOVED BY OTHERS. En En 10 11 12 13 14 '15 lb I' 10 1 it I_u Am. 0 LF OF a 1.00% STREET RIGHT-OF-WAY DEDICA-nON TO THE CITY OF BAKERSFIELD PER BOOK 57379 PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. INTERSECTION/E.C. N83 °53'11 "W RAD. STA. 21+91.63, C.L. YELLOW LUPINE DR.= STA. 10+49.86, C.L. PALE LILAC LANE Ile 8 m x CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. L ND* T- I - — -- i - -I - - C) CD C) C) C) 0^ mg C) ,rte 00 CD < t < I < < Lo MANHOLE CB CATCH BASIN V+ 22 .j 21 C� -� 20 J 19 ui Q- 18 SEWER MANHOLE +� + CD coz + CD caz + CD r-_ :Z STORM DRAIN MANHOLE cn I . cn < 5-< Alo < 5-< cn < ELEV ELEVATION Z v - I-- UJ RIGHT OF WAY N TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION cn to O_ cn YELLOW LUPINE DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 19+00 20+00 21 C co CD Of Of Of cr- C) CD C) CD C) CD c� (D c� CD v -1 Ir- I v- V-- - -j li 1 11 1 < < < < ry or Of V) t-- Lli LJ LLJ LLJ F- LLJ C'� F-- - 4 m w _ < < Lld Z F- -q- -1 01) 1 1 ai Wo"A'.0) <1 C*4.m (D C) - , ('� b 00 17 16 14 13 4b < LLJ + -4L- 15 + + (D + -4 0 + CDI =:)c Lr 007, cy) 0-) C) so C) jpg F-- I w © © + _j< cs 0 -- 9 1 C-4 a:j 0 . c/) (f) c/) .0 CNI < < < < < X La cx_ M O-J &I (D LLJ LJJ LLJ F- LJJ LLI --JL.Lj -to C3 0- -4e C14 C) . C/-) 12 UNIT 12 F-- co Lo V C51IR w , co w cq V) +to ,-- rn uJ EXISTING POWER POLE TO BE REMOVED BY OTHERS. En En 10 11 12 13 14 '15 lb I' 10 1 it I_u Am. 0 LF OF a 1.00% STREET RIGHT-OF-WAY DEDICA-nON TO THE CITY OF BAKERSFIELD PER BOOK 57379 PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. INTERSECTION/E.C. N83 °53'11 "W RAD. STA. 21+91.63, C.L. YELLOW LUPINE DR.= STA. 10+49.86, C.L. PALE LILAC LANE Ile 8 m x CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. L ND* cn Cl ABBREVIATIONS CL CENTERLINE mg INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX ui Q- SIAH SEWER MANHOLE SCO SEWER CLEANOUT SDIVIH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION Z R/W RIGHT OF WAY T . At TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O_ EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER �A EXISTING SEWER MANHOLE "A" h' vx x a4 TYPE PER C.O.B. STD. SW-4- vc O EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN -J-33" 5; PER C.O.B. STD. SW-6. 'elt LJJ j3 EXISTING STORM DRAIN PER CITY STANDARDS 0 EXISTING STORM DRAIN "A* NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" o-': MANHOLE TYPE 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 ELEVA TIONS CONSTRUCT CATCH BASIN "A" UNLESS OTHERWISE NOTED. TYPE PER C.O.B. STD. D -14. % ECORD DRAWING co cn Cl mg ui Q- En uj Z O_ C) 5; 1 LJJ LLJ C) CL f) ck, o L L i m --U --) (y- C) o00 CD I I 3E 3( 36 3e 3E 3g%w %3 rw- 31 %3%';W 31; U 34 34 34 '34 34 3z 3-i U 33 3z 3z w 0 z 0 V) V) 1�� U N I T 7 c* _j C) 0 :z , CD Ir- V_ vi --: 20 C) C) _j __j CD CD L2 19 CD :2 ui CD z: 18 to cr� _:"c%1 29 -0 �CD < INVERT + J < -.q- - CATCH BASIN NO. 7 U) F- LU U) c; z: w co m < >: C5 _j ll�w _j co U N I T 8 z: __j + CD STA. 13+43.24, C.L. 18.00LT. I 00 00 00 ro CONEFLOWER DRIVE a--oj -r-- U) m T I m C-4 __j 00 LL:LLJ < Ljj < T< uj W En NORMAL F.L. ELEV. 348.96 X: + (/) Lo __jv) 28 . . C14 (o SEE SHEET 7 po V_ �__ . U) < 5;z — F-- . V) < T< M LLJ 3r. v-:--: I Loto _j m Cj Lz >: LLJ LLJ DEPRESSED F.L. ELEV. 348.79 10 cn 02:1 Cql)- "oirn I 5 w. --I* - 6 i __j CD CD I t CD *-J" F" < ---: I TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION F--� I j__: X c; z: >: 18'_ 18' 36 of C4 ,4_ __j 24 < n-, I CD,--, 23 CD 2 2 21 CD CD CD I CD ..4-< 20 (n (j uw_ i 30' 4m cr�Ld ct� c;�Ld IL .q- < 5Z 1 <-- F<. - SEE SHEET 6 I0 c1q U- _< -1 m 0 uj c:> + C) < _j Lr) w (n En . < a � Lu cr�uj .q- F-- F-- cr�w C6 < ,j: F- < I 51 m -3 I + + 10 ui w F I 00 < ir 00 00 M F-: V) C) 2: I F- 1 7" F_ = w u + CD 1 2: 18' 1 00 C4 + (-D + QD 12 0) < LLJ < W XCL .4- 00 X F- LLJ V) v) < L < F- 0 In %_ V) < I I U-) V) < �_z i�ouj V)Z:m 5) W cmn: 30 30 x F- Ld m __j Cq < X < X F- Li-i L.Lj < oi M luj 12 0� _j < CD 3o I- 30'� STA. 13+10.01, C.1 00 13 �y cn + + I 5121 "E NOO*55' '21"E N �OO NOO-5��2�1" EX. 8" SEWER �0_7.36 00 < W 1z: 00 FU-j < EX. 6 S:__WER ";Fuj Co F-- w Coco -117F-W Q 0 cr 5 F- CD m * * -0 + (D o __j V_ CD IV-- I r__ Q0 ujw -: __j oc) < 00 00 < LoLo 6 ui 00 /100 + + CD V) + CD + C-D P-) x U-i 0 __:ck� 2: C5 - I ++ CD U) 1.01.0 + CD ct� CD UL_ CD cy- CD Lu cn V) U- C) C5 CD C) CD C) CD CD < CD a:w :5;2-w Lo CD U-i cn __j " < cy_ < 0:1-1 w ai I Lo V) " c a;' I - CN < < (n _j 14 -::Co < x F- Lli 0 < W Env) co < X Of cr� �q- < ry < 0:� c3c3 00 uj u c..) v I Q0 + cD1 5 (10 I C) + CD 1 6 vp- j an.v — + C3 < 'e'4.4- MI 18 < + 9 (D 1 CD 00 0) ()f n n c) _-;;I I 1 v_:2� 1= cr- in rn u') F- XLU v)v) I Lu uj 0)2 C'4 00 0 . � r"vv" + CD + (D 1 (N — — — — — C)C) (jc) LLJ c:>oo SN No 111111111111 C" 00 III to LLj u') + + U) < x V) < X LLj u) Lo V) + + T. F- < < ++ m C) 0 LLJ Lj U) , V_ V_ LLJ Ld F- Lj < F- cr- C)" W -- CONEFLOWER DRIVE z: X 17 F.: cf) V) * * �V<-) cl),- Lj Ck CATCH BASIN NO. 8 SEE SHEET 7 w cn(n w5z (nu) STA. 13+43.24s, C.L. 18.00RT. U N I T 8 NORMAL F.L. ELEV. 349.06 DEPRESSED F.L. ELEV. 348.8c, 3E 3( 36 3e 3E 3g%w %3 rw- 31 %3%';W 31; U 34 34 34 '34 34 3z 3-i U 33 3z 3z w 0 z 0 V) V) 1�� U N I T 7 c* _j C) 0 :z , CD Ir- V_ vi --: 20 C) C) _j __j CD CD L2 19 CD :2 ui CD z: 18 to cr� _:"c%1 29 -0 �CD < INVERT + J < -.q- - VOW U) F- LU U) c; z: w co m < >: C5 _j ll�w _j 2211 FAWN, I Y AN (PRIVATE STREET) SCALE: 1 = 50' HORIZONTAL 1 1) = 5' VERTICAL a 00 INTERSECTION co (n NOO*55121"E STA. 10+00.00 00 C.L. JEWEL FLOWER ST.= NOO"55121"E I -----EX. 18"_ DRAIN 226.74' 8 SEWER j V) V) 14+00 D 282.42* CL INTERSEC11ON STA. 15+60.03, C.L. CONEFLOWER DRIVE S_ NOO'655'21"E EX. 8*" SEMER_____j__ 282-41" Ln 11+00 s NO 21"E SE z: STA. 15+65.02, C.L. FAWN ULY LANE 12+00 13+00 EX. WER 01 s 97.36 a I 14+00 15+00 EX. 18" DRAI 00 STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE .4- w -0.) C1 co 921"E Lu 4 001 0-55'21"E C-4 MD D N-\ Ll to 001— \> I EXIST. STORM DRAIN M.H. NO. 8 r. �b 00 27 18 1> Of 1-: =1 V) z: . I CD Of X STA. 15+69-35, C.L. 14.17RT. CD __j L% 1z.. CD C) 0 :z , BOTTLEBRUSH DRIVE Ir- V_ 11 C" C) C) SEE SHEET 6 L2 19 CD :2 ui CD z: 18 c; m _:"c%1 29 -0 �CD < ckf INVERT C) C) CD Oil < -.q- - wiro MH c; z: w co m < >: C5 _j ll�w _j co co __j .0 CD + slow C*4 z: __j + CD + CD V) u') Ln 00 00 00 U) 06W Co < . . ee r�_ r�_ -r-- U) m T I m C-4 __j 00 LL:LLJ < Ljj < T< uj W En LLJ >� LIJ X: + (/) Lo __jv) 28 . . C14 (o . (n < 5� F- Lj vow 0 V_ �__ . U) < 5;z a 00 INTERSECTION co (n NOO*55121"E STA. 10+00.00 00 C.L. JEWEL FLOWER ST.= NOO"55121"E I -----EX. 18"_ DRAIN 226.74' 8 SEWER j V) V) 14+00 D 282.42* CL INTERSEC11ON STA. 15+60.03, C.L. CONEFLOWER DRIVE S_ NOO'655'21"E EX. 8*" SEMER_____j__ 282-41" Ln 11+00 s NO 21"E SE z: STA. 15+65.02, C.L. FAWN ULY LANE 12+00 13+00 EX. WER 01 s 97.36 a I 14+00 15+00 EX. 18" DRAI 00 STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE .4- w -0.) C1 co 921"E Lu 4 001 0-55'21"E C-4 MD D N-\ Ll to 001— \> I EXIST. STORM DRAIN M.H. NO. 8 r. �b 00 27 18 1> Of 1-: =1 V) z: . I CD Of X STA. 15+69-35, C.L. 14.17RT. CD __j L% 1z.. CD C) UW BEAM, Ir- V_ 11 C" U N L2 C) w cr�Lu F- c; m CL < ckf INVERT C) C) Uj 3:-. -.q- - cr�w MH c; z: uia:� w Lu C-) (n r + slow C*4 Qo I (o " JUNCTION BOX _j3c: 18' 18 C3 W I - -I- En - - 26 ee r�_ r�_ IV, ) F-- 2 314: W � + CD 24 25 + CD ::j I 0 0000 30'-.- 3 - - 04 04 . . C14 (o . (n < 5� F- Lj vow 0 V_ �__ . U) < 5;z — F-- . V) < T< M LLJ 3r. v-:--: I Loto _j m Cj Lz >: LLJ LLJ + + n n 10 cn + C> CONEFLOWER DRIVE Lu uj cn + + T T z: CONEFLOWER DRIVE 1-: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SEE SHEET 7 X <Ui mcr po in U- . . . C"cn 4 W)ul X w U) w c--->' wa En V) F-1 a LL_ Uj + + En Lo Lo --j I (n BOTTLEBRUSH DRIVIN SEE SHEET 7 C) Lu C) _j L6 0 IL 5Z 1 <-- F<. - SEE SHEET 6 I0 z: C) CD U N I. T 7 w (n En BOTTLEBRUSH DRIVE cn cr- I 51 m: . c> m _j C) I MANHOLE TYPE PER C.O.B. STD. SW-4 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 10 ui w F I CONSTRUCT CATCH BASIN :z C) Lu C) SEE SHEET6 w in TYPE "A" PER C.O.B. STD. D-14. 16 18' 1 < C3 ui M CD I __j CD CDI_� I CD CD CD I z w dEn __j C) I I F-� I __j CD �_z wim 0 5) W cmn: 30 30 r - m __j Cq < < -14 oi 12 0� _j < CD 3o I- 30'� ui cn + + < --: I I Op < 00 < oc? < 00 FU-j < op F- ";Fuj Co F-- w Coco -117F-W Q 0 5 F- CD m * * -0 + (D o __j V_ CD IV-- I r__ Q0 ILU + + 04 CN -: __j oc) < 00 00 < LoLo 6 m U) CD I + + CD V) + CD + C-D P-) + CD + CD - I ++ CD U) 1.01.0 + CD m Lu cn V) co V) x t__ Lo uj r. V) < x w < �- LLJ < x F- Lli < 5;z Lu W Env) co < X co >< < < Go w -co m z: co C-4 F= if) C) 00 r _- i X11 L LLJ Lij I F- LLJ Lj F- XLU v)v) I Lu uj 0)2 C'4 00 0 . � r"vv" ct:-C:) — to r.0 U) + + M AIn — — — — — a 00 INTERSECTION co (n NOO*55121"E STA. 10+00.00 00 C.L. JEWEL FLOWER ST.= NOO"55121"E I -----EX. 18"_ DRAIN 226.74' 8 SEWER j V) V) 14+00 D 282.42* CL INTERSEC11ON STA. 15+60.03, C.L. CONEFLOWER DRIVE S_ NOO'655'21"E EX. 8*" SEMER_____j__ 282-41" Ln 11+00 s NO 21"E SE z: STA. 15+65.02, C.L. FAWN ULY LANE 12+00 13+00 EX. WER 01 s 97.36 a I 14+00 15+00 EX. 18" DRAI 00 STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE .4- w -0.) C1 co 921"E Lu 4 001 0-55'21"E C-4 MD D N-\ Ll to 001— \> I EXIST. STORM DRAIN M.H. NO. 8 r. �b 00 27 18 1> Of 1-: =1 V) z: . I CD Of X STA. 15+69-35, C.L. 14.17RT. CD __j L% 1z.. CD C) UW BEAM, Ir- V_ 11 C" NOO*5521 "E cr 5) L2 C) w cr�Lu F- c; m CL < ckf INVERT C) C) Uj 3:-. -.q- - cr�w MH c; z: uia:� w Lu C-) (n r + slow C*4 Qo I (o " JUNCTION BOX _j3c: 18' 18 C3 W I - -I- En - - 26 ee r�_ r�_ IV, ) F-- 2 314: W � + CD 24 25 + CD ::j I 0 0000 30'-.- 3 - - 04 04 . . C14 (o . (n < 5� F- Lj vow 0 V_ �__ . U) < 5;z — F-- . V) < T< M LLJ 3r. v-:--: I Loto _j m Cj Lz >: LLJ LLJ + + n n 10 cn + C> CONEFLOWER DRIVE Lu uj cn + + T T 1-: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SEE SHEET 7 X <Ui mcr po in U- . . . C"cn 4 W)ul X w U) w c--->' wa En V) F-1 a LL_ Uj + + En Lo Lo --j I (n BOTTLEBRUSH DRIVIN F- I— V) cn TYPE "A" PER C.O.B. STD. SW-4. IL 5Z 1 <-- F<. - SEE SHEET 6 I0 U N I. T 7 w (n En LINE TABLE UW BEAM, Ir- V_ 11 C" NOO*5521 "E L L2 S28*18'26*E oo c; m C> cocD INV INVERT 19 %co STORM DRAIN 7LO Lo PARK po>- cn MH z: < M _j _j uj U N T 4 C3 11") < of JUNCTION BOX X: c3u-�>w LLj cr;cr;d 04 V) V_ Lo 00 SEWER CLEANOUT 04 04 SDMH STORM DRAIN MANHOLE CD EXIST EXISTING c*q c*4 -j -qq-LL:a _j m Cj Lz >: LLJ LLJ ELEV 10 cn + C> CONEFLOWER DRIVE (n + + C:)C:)--Jcn __j_j co0ow . 1-: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SEE SHEET 7 X <Ui mcr po in U- . . . C"cn 4 BOTTLEBRUSH DRIVE X w U) w c--->' wa En V) F-1 a LL_ Uj + + En Lo Lo --j I SEE SHEET 6 LINE TABLE UW BEAM, UNG7H. Ll NOO*5521 "E 48.22 L2 S28*18'26*E i 40 J WE FLOW R STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1 it = 5' VERTICAL < uj < CC d- �-�_ow cn(n:77r_1% - - - - - - - - - - II368 368 II368 C-) II1 4 I0 II366 ........... IIEX11 _'T3.D0__LF_ 366 366 It I'48.22 LF OF IiEXISTING NOTE:' 18" Gj-RCP 10 0.1 5% NOTE' II1A" RGJ-OCP 0 -412% IIIII TORM DRAIN ALL EXISTING SEWER & STORM DRAIN I.......... _��04' LF I-n* 3,364 364 1EXI STING 123.42 LF! OF MANHOLES ARE TO BE ADJUSTED TO IEXIs I I I 3-6- 4 I I MANHOLES ARE TO BE ADJUSTED TO II18 IXIS11N IG 40.96 LP OF FINISH GRADE UNLESS OTHERWISE NOTED. FINISH GRADE UNLESS OTHERWISE NOTED. Lo 18's RGJ�RCP 0 0112% IIII'362 362 Icqc:) I.14- to 4m IIII0 C:) C5 IIIz Icq Lo 0 II4360 360 I360 ItIC) 0 (DLO z: ILJLJ IIro co co Itoo LLJ IW z 3 1 z IIz Ld zr- z: co Iz I__j i LUALij . .......... 3�- m 4 ......... . 00 I(m" Z 3W Im 3500 _jL_ < uj c* UJ >: LL_ Lj M -.>UJ c6 I00PO m LLJ LAJ V) (D IIpe) __j '356 I356 3 Lu_ IC,4 IU) w -4 Er a- i u ---:m 11 I - i j IV) Iuj LLJ LLJ uj Izn q v !E-�_ I57< 0 Imn, V) MA FINISHEP Lu C> APOROXI Iz II00>_ 09 CEE TERLINE Ld U) Li R �354 354' Lu 354 uj z X Lu II+L.LJ_j IIIIW c)w U) IV) V0 I352 Ilk I3rn AP ROXIMATE FINISH IIIII7 T. o II4j IIA GRNDE 0 CENTERUNE III350 II3W '350 I0 IIIIIIIIIIIIIIIIIII348 3Q I T III......... I"DRA 346 1346 I3," C) IRT lit IIIIIn I....... ....... ............... IIcl- IIII344 3" "I 8" DR NVtRT 8 INVERT AIN IIINVERT 6 SEW�R ISEW�R SEWER IINVER 8* II342 342 342' IIItIIIIIIV� I�VERT 8 SEWER IIIIIz V) z: Icc V) uj I3Q 3Q Icry 7 z 0 I_j co 00 IC14 .100 2co $ z C3 IIC) f IC) C) z:z La pe) IIIIz Iuj W) Ibo uo Zo 338 338 uj I338 F, -4j co i 00 L6 uiro W) 1 IIC-4 Lo co Lo cn 25 c) ILo IIIIuj C) < I+ LLI Uj C) co IIL u') u') in "! N t 3%M 336 uj uj IIuj w 3W IU3 I0 IV) r 06i < >: IIU-) >: > LAJ XISTING I 00.00 L OF IV) Lu W Lu uj v)zm >: 04 V)m 9 LLJ En 21 LJ _nhi cn L[ OF II ING UJI r4ft E 1.35% Lo L" Li 334' X .1 -334 IIIIcn Ix I I>: >: >; v II>; :zzm >4 F- X F- Iui C/o IIz: z: LL U) IIuj V) IMKI -A t 332 II332 332 IIa: IuiIIW 0 GJ- 5 0 04,15% I10 11 12 13 14 15 16 330 330 10 11 12 13 14 15 16 330 ct z 364 362 360 358 356 354 352 350 348 346 344 342 340 SEC"nON A SCAI E: 1" = 50' HORIZ. 1 1 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 MANHOI F 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 351 9 T' 0- M' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION EXIS11NG SEWER PER CITY STANDARDS SEC11ON DESIGNATION- SECTION LETTER EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4. IL EXISTING SEWER CLEANOUT 2 SHEET WHERE SEC11ON IS SHOW I0 PER C.O.B. STD. SW-6. EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN "A" NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" .. ...... MANHOLE TYPE 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. L 7 A) 0 1 N 'D DR E 5 Ck INTERSECTION STA. 10+00-00, C.L. BLUEBELL PLACE= STA. 13+14.20, C.L. LEMON LILY DRIVE 4 3 c* X loo co IN 30' 1 30' LEMON LILY DRIVE SEE SHEET 4 358 356 4 354J 352 35011 348.1 3461 344 INVERT 6" SEI 342'1 340, 3381, 336' NOO*30'1 2"E EX. 18" DDRAIN 137.821 12+00 11+00 - 108.41 mE EX. DRA'N 140.389 HUCKLEBERRY DRIVE SEE SHEET 3 78'' 18 I — — — — — 300 309 24 25 INTERSEC110N STA. 12+87.58, C.L. BLUEBELL PLACE= STA. 12+36.76, C.L. HUCKLEBERRY DRIVE z:l j— I <: cn w w a 00 00 cq x N w .14- ui L___— 36 28 30' C6 U) I 18" 1 18" 27 HUCKLEBERRY DRIVE SEE SHEET 3 MGM I BLUEBELL PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 12 8" SEWER INVERT ELEV. 334.22 .358 3 356 354 X352 --'350 ,348 J346 *W-T–F 342 340 -1338 336 -.1334 13 CN tl Z _J C) J 0 C) 0 HUCKLEBERRY DRIVE 00- _'r w z: ui _jw SEE SHEET 3 < (30) 1 1 1:1 :m STOCKDALE HIGHWAY jr CD C, 97 COCO I I C) ui L6 C3 + + CN C) C) + + AL V_ IW C*4 7 mom 24 ui w(n >< LA- WO ~ ► ► cr- 00 x LLJ b V_ - 1 1 23 04 00 CL INTERSECTION NOO"30112"E 8" SEWER 219.41' STA. 10+00.00, C.L. ROSE WAY= STA. 14 +06.02, C.L. HUCKLEBERRY DR. L NOO*30*1 2 E 11+0 J-1 12 +00 1 EX. 18" DRAIN 00 22 42.54" Lol EXIST. STORM DRAIN M.H. NO* 2 T STA. 9+95.29, C.L. 34.17RT. Q V) 2001 - ► 21 I _LLI CN o C3 C) c-j ui z: C) "*- Lo U N I T 3 c_j C-4 Po Lo 05 ro >: < * ti M C3 >: Lu HUCKLEBERRY DRIVE m _t!lj _j C-) ODLLJ . STOCKDALE HIGHWAY SEE SHEET 3 Lo LL_ U MJp LZ + �?:;� uv)j X M cr LAJ ir CL CA1<� 0 LL) V)za 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WILD RYE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 1w.vv" "JI 8" SEWER 0 —0.35% WPIA-91 w LEGEND: UNIT 6 ONE Lo CL CENTERLINE LEMON LILY DRIVE 0 z F-: co SD STORM DRAIN SEE SHEET 4 C) MH MANHOLE I 5 m ui 5 ZJ C) C> vi cr C> Co JUNCTION BOX _j w Q SIVIH SEWER MANHOLE Lo 6 m CT SEWER CLEANOUT 30 :2 CD m ui m m 00 EXIST EXISTING P a U) + 35 cr C%4 ELEVATION V_ m to M R/W c) F_ V) + u') co a:-. c' 0 00 29 00 mn r >< uj V) S EXISTING SEWER PER CITY STANDARDS '{" + N md- uj (" I= 'I-, X R -7 Ld U) X 5 Ck INTERSECTION STA. 10+00-00, C.L. BLUEBELL PLACE= STA. 13+14.20, C.L. LEMON LILY DRIVE 4 3 c* X loo co IN 30' 1 30' LEMON LILY DRIVE SEE SHEET 4 358 356 4 354J 352 35011 348.1 3461 344 INVERT 6" SEI 342'1 340, 3381, 336' NOO*30'1 2"E EX. 18" DDRAIN 137.821 12+00 11+00 - 108.41 mE EX. DRA'N 140.389 HUCKLEBERRY DRIVE SEE SHEET 3 78'' 18 I — — — — — 300 309 24 25 INTERSEC110N STA. 12+87.58, C.L. BLUEBELL PLACE= STA. 12+36.76, C.L. HUCKLEBERRY DRIVE z:l j— I <: cn w w a 00 00 cq x N w .14- ui L___— 36 28 30' C6 U) I 18" 1 18" 27 HUCKLEBERRY DRIVE SEE SHEET 3 MGM I BLUEBELL PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 12 8" SEWER INVERT ELEV. 334.22 .358 3 356 354 X352 --'350 ,348 J346 *W-T–F 342 340 -1338 336 -.1334 13 CN tl Z _J C) J 0 C) 0 HUCKLEBERRY DRIVE 00- _'r w z: ui _jw SEE SHEET 3 < (30) 1 1 1:1 :m STOCKDALE HIGHWAY jr CD C, 97 COCO I I C) ui L6 C3 + + CN C) C) + + AL V_ IW C*4 7 mom 24 ui w(n >< LA- WO ~ ► ► cr- 00 x LLJ b V_ - 1 1 23 04 00 CL INTERSECTION NOO"30112"E 8" SEWER 219.41' STA. 10+00.00, C.L. ROSE WAY= STA. 14 +06.02, C.L. HUCKLEBERRY DR. L NOO*30*1 2 E 11+0 J-1 12 +00 1 EX. 18" DRAIN 00 22 42.54" Lol EXIST. STORM DRAIN M.H. NO* 2 T STA. 9+95.29, C.L. 34.17RT. Q V) 2001 - ► 21 I _LLI CN o C3 C) c-j ui z: C) "*- Lo U N I T 3 c_j C-4 Po Lo 05 ro >: < * ti M C3 >: Lu HUCKLEBERRY DRIVE m _t!lj _j C-) ODLLJ . STOCKDALE HIGHWAY SEE SHEET 3 Lo LL_ U MJp LZ + �?:;� uv)j X M cr LAJ ir CL CA1<� 0 LL) V)za 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 WILD RYE WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 1w.vv" "JI 8" SEWER 0 —0.35% WPIA-91 w LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SIVIH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION 5; R/W RIGHT OF WAY T.O.M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4. IL oll, J0 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN %J PER C.O.B. STD. SW-6. 9 " EXISTING STORM DRAIN PER CITY STANDARDS "i EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE $'A" MANHOLE TYPE "A" PER C.O.B. STD. SW-4 WITH 3.59 OPENINGS PER C.O.B. STD. D-14. Y, �, g N �� ` q T1 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D-14. L# ZD V) -.ECORD D R A.Wll', mo c/) 5; w 01-1 Q. r) ZD V) C3 C-4 11 Q� o Ld C: II p lw -j . � 1�- - W w (n J I = °� Q O Q BOTTLEBRUSH DRIVE � m W w x w I--' SEE SHEET 6 ° 1zm �> V 2 ww U N � T 3 Co �� TRUMPETVINE PLACE U) W � �p lz f "' o -J SEE SHEET 5 w -� LEMON LILY DRIVE VE � �, HUCKLEBERRY DRIVE � a= � v , � � z � SEE SHEET 4 0 ¢ � - - - - - - �� / W _------- - - - - -- -' oujw SEESMEET3 w aD V -� --� Q N I (n O ' C j _ m -- \ I I z v v p ,-: I 18' 18' .-i I vim-• co I 5 1 >- w � cn � k p w ' '- w �. 1 °° I J � °'(o 9 1�//%( � + I I cid 32 V) +�+ I I - - - -¢� - - - -_- d JQ � j?) W I W° o °° I 130 30 0 0� �' w I 18 18 �.. V z t 7 V) +,, r= Q u ",-.'• o I a Q f I I a rm o (0oo p' 8 I w t--.- Z I w W -t-Lo t-- (n 30 30 I ' m v- F= por 1 3 t '-- ( t•- � � (n " (n I c (n rn 1 ____ Q W a0 U-) r]G� `s' L ` z En V) + + % 1 C-4 INTERSECTION/B.C. N053944E RAD. - -- �� - ----- - - - - -- --- - - - -__ - -- �� F - -r - - - - - -- - / z� NI w o0rn �:, SDI z a Q LANDSCAPE I r� I rw_. •-- U, STA. 9 +65.25, C.L. SPIREA STREET= I < \� (n (" LANDSCAPE - - - - _ - - - - - - - - - - - - -� - -z I . , STA. 18 +96.68, C.L. BOTTLEBRUSH DR. t LOT i I o0 •I c-� (~n (n LOT � ( - -" - - - - - - - a¢ = IN 1 & _ _ - _ _ _ _ _ (n x ( rn W r..,_r..._ 00 I TERSECIION /E.C. S10 49 43 E RAD. ---\ s ` _ I ,3, ` - - - - - - - R�- - - � N � I LANDSCAPE (n cn STA. 19 +84.03 - \ E` - - - - - - - I M - _ - LOT - - i / ,< I C.L. SPIREA STREET -�- - - - - - ._ - - - - - - - , I \ 0 a0 - _ _ _ _ STA. 18 +55.11, C.L. HUCKLEBERRY DR. 00 r7 \ � - 1100 - - - 12+00 V-1, � - - 13 +QD 14 +00 no - ,� �- -_.._� �` � - - - -s I `� / -1 - I-- - - _ " 51.6 � C--f E 0 " " s +______ 16 +00 17 +0 � � SEWER 1 8 Q _ 18 +00 04.57'38 W EX• 8 � � \ N. \ NQ1 03 50 EX. 8" SEWER 0 299.63' - - - �- - - - - I - -- __.1� ____ _ _ -- - - -- _- �� - -\ `- M _ r- N00'55'21 *E EX. 8" S 9 - -' ;, -- 7 / _ - - _ _ _ � SENIOR 280.01 N00 55 21 E " • . i _.._ - - _ - - EX. 8 SEINER 164.25_ � / ( A-,: -- __ - - _ -- -- I - -- � '9 � - - - --f ( --- - - ,Z�- // -r-- - t __----r- / Q�ti `L�° cow- --� � 00 I I � I � I II r I }-- `T �- - -�- _ _` Ax.,g, % '1��' `S- / '��Z` Q- N'v j / U-) I `o - I I'd- I ` O I N� �-`' z �- I o o I o I o I I °' o~�- I I �` .-�cn - --V � \9 - `fin �"`� , \ / �� Co. ' �1� / dam-• I ¢ I Q , ; --� r I o . o I °.-� I °- ; I CD I cow I °o� 0 o o © c I x v I •--.cn i � ,` - sr . O I < � - I z o x� x \ � `�-�I �cP / �' 4• G'4' cb' `r ',`'� w _W �W I Q .� I It--r� _ ;°� r`'Q I ```'`t I �Q �Q ►�Q o �J I `�^' I � -� ° v'' I u � I xD �� =' '� �� 'f'� ' p, `� / W I c.,' -- I N F-- I N t I d- �r W Q W I W �cr I ..� I ^� I z o '� a ( ►� Q ►� <c 'N tl =' oo gin' -� \ •a'r' -9 / C� p<°• ' � f - 5 4 N Q • Q 1 �! Q N < I _W a J� iw- I c � +- I d- w -4 d-,_.� • �riOf -w -� I , w Z + I z + --a z �' \ .. 0 -' . Cp• O / . Q 1 N �! 2 -J N __1 1 i` �- , W I N • Q N I N I F- 2 t.f) tf) W �} W O G G) I m + / A, X o� � �� I Cfl I o I �, ---r 1 5N �-- 0 �,(„ 14 •< N J ' Q ' Q N I N E-- I N �--- I ,..._ z w � -� z s •< 0, X � +� I .Q� r--: 1 12 11 J� N I �0 \ . / �� r-• Z + + + C-D + (D N J p w w 00 I I � I N 1 O N J . W !� __I N- J - Q I Oo J <6 �-�- �. K�-,c / o+ z I I I N z I I oo 10 I m W 0 v l �, F I N Z N z I `t rl- {rl_ - C,� -F- V "+ CD + u + CD w V (n (� f� I / %(/ d- J �j LL' ..-�6' --1 N �y r �: •� �L / . - Cl) J V-- - • V/ �- t� '� °� L( Z I I V Z L I Z w w + y "� V / +! D O W -- I �,. I W w•T"L „u O � / �-- I _ 1 U, (f, • U) r-) z C66 I � �- r--, _ I t--- I z I Co - Co z (oz I 12 �° 11 00 1 • s - / � x � , I Q x I Q -- I .�.. �r � . � �_ �_ � � - I � z = � w � w 1 ,� � mr � -� tx s 6 � x I cn� I w �-- w x < x . (o w .� - I Q x I . Cn I . (n I . (o w ter` Co z v (n �.� I � 1 A o • �� w (o._. I (n I W + -1- X Q Q cQ cfl I C/) Q w ✓ y \ i- V-- � (o� I (o� I W I W t- W F-- I--- x Q x --- I =P �• C A (f)� �`-� Cn�. i Q w rw) "l W ~ w (o� (oU I fns I W ++ Q W Q w I F-- ,:z< .-- rn N I \ (o. _, -P co(o .�iJ W fa- r¢-• .- �- S IMM _--1 �� x �� Cn r;r 13 U (i �1 w (n (n ,- . tn , * X t--• t�- w v) (n 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 WK1192-lm�ll I S RE A STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL r w m .. wY,_ n e�. - --. - -- -._ . _,_.�_,,... - ,�. _ �._ __.. .� 1. 11 I r { a = b s £ s i 11 s - i t } i lz 3 s Y = APPROXI ATE FINSHED 4 t r q,- ..,.n ->- �.,...- . »...... _i ,<...... „�,..,_,..�_,..,.,.,..h.. ...,,<..,.:. .�_,..,,.. +,.>..,._,..,,.»,:�3r ,,,- ..,,,K.,...,. «,...r,. ,_,.,»,.........."..,_h a ._..._.._„<„ ..,.._...... ». ,..... , ._ _ # _ i _ _ i ; z i •� t I r n e S 4 ,- I. "•"'.I '°`Y'•"_ ,..,..., ... 3^,.,,_ ��..,..«:,..._,...:.. _.,.,._-- „e�•_:._,..,.- „_,... -. r,�..,",",rL..,....,,,,,,, -,_.. . ,.,.».,,.. - ».,,>_._ _- ,.«.,�......�,.....- ,,.,_.,,. ...................- -,. .,...«- - ,.,-- _,.,.,_...,.. .,. 2 D. °"°:A _2„« _,,. -y., _,+ _.- ..,..._. --. n......r,. re...,:++_,.,..`� +_...mv..». .v....<._„- v.,.,.,..�r +e.c em..,,.. m.,,-,.,. raF-,..,. r.+..,.., aj.-,_.._ :,.,.,.,.+..._,..,..,_- ,,,<.»._ +,..v:�,., a>._�., ..w g ....... 11 i t. 4 l ! i k 3 • • 8 z # Y 1 �• f, 3 a �yl� • S - B ,I I x Z f t = F 1 o _ , J� 9 J 11 S i • i 3 ! i % i 4• _ y ( 9 s -_ -� _� -. .�- _._ S } _- ' d i t as • t 1 357 ! { , I -1 , I L,="..Fw,,._...r.. .,. ,... 3 } £ ? 3 2 ; - �-� .�- k r F i - ` ' -"^ _-� �_ �.,.T $ F L m,�r.w. -"• ,.,m- s,n_,<>„ -.,,+. a...".,,,,.,.,.....*[= w,,,v,- .,..�,.,_.,,,..,,•,,, -., u,,,,..,,<.w„a - !�� L� I r s "`�" ""_ ....'�_° ••, -,p.` -,a�,"„ .," ","S" _ °'� .,*tL -...,_ ;>„�„Y. .,,.:... .,...,... .,.._•F - _•.,...., ,,....>4, ., ... -.,, ...:�.....,._.,._,. ....._..�.... ,_.a,..>,.,,..., ,...a�>..:...r,:.. _ ,»�.... ,r,.... 'j § . � i i I i : k S i t 3 i I i i i t {£ i 3 I F I i i i t t 7 % }, # k Z. < ... , -. ., r_ z T e .. ,,. , _ u r w_ _ _ i ._ _ i 11 , I r I r ° __.}°, ° s - . k e -__. . _ _._ m _ a _. ,_ m., N_..:.,. tea. ..., a _ �_ __ _, _ .. _ ,.. 11 S .3 ` I _ t r t i s ,-... a.,w...w.. .w ,y.., e_i.a,.:�. f 2 ..,:. ..- .,..,,,..sw,».,..... _,....... °�.,..w.w:.,.....,..,.... , „,.,.,,,., - ` e i ' i i i ' i i !' 1 i i i i ,1. i i < � g £ 5 ' ` ` ` F. S z 4 s ! -. i }. d ; ° n i, k , , S� i t z E - t t i ' a , 11 I t----- '(VOTE. � f � t � I s I s i, � r F j s ; 2 c ! � e s F t & r x F a i F - t' i £ i E i r i � i i i ,F 3' k i 11 I ALL EXISTING SEWER &STEM DRAIN t _ � t j f 3 3 c,_ ,.....,,„ , ".,.... ,- a,.--- ..,,y�. > ,._,.. .....-- .,,...,.._.a..=.,,..•., t r„xF ,w...,.... --._x. ? ...,": ,,..,.» .r." ,..._, ,:. .�,.. _.... _ - ; f _ 1 t e 3 i 1 .3 S . , -,, - -. _,_� �. _ , 1 ., ,.._. �., _ v __. i +ryv „. w, _ .mac+„ +,__n .sr.,.,..a>,v„ .,...,,,, ,..,..w..�,..�, w.,.....•_,�r,+ -r,v+ xw,- .,_w.. +...c,..,.._ wnr ul ..............<.. v,-,._ , -,,.., v,r.. aa. «,.. .. ._ - _.,.,.,. ... • S M 3 5 ^}*" - , .-.. .. .a vw.r -� , w ", Fw.- ,w.v u,,. '>re,. A .uv .- m,- .,:w.aay.r- ...e -n, .w,..r"�. .,w, _. .- +< ., .. t e � .� 2 S } '�� ; ""� i .. Y �.,.. .-...,� ,,...,.a_..>.�.,,._ s +k¢.,..:,._.. ,._.,s..,.. .,,,.,t .. ,- ..y`,..,. nr ++w, +w, �+w.:. ,w «....,,,+..- .,•".nw ... _ ,. kw.. ..,...:°..e:...,{:,.- .- .,. -. -.. ,.... .:�.�>.n- .......ww, -,.. „ w:. i»n...<.:.m,.....,.- «»._,v,.,�. .. k k a- MANHOLES ARE TO BE ADJUSTED TO i �,w._, _ ___,4 . s 3 i Z ! 5 ` � y 'T i E r I # t t E 1 s 5 z i ' } x s FINISH GRADE UNLESS OTHERWISE NOTED. t f F � s s i - } 11 s a y_r.r,-, ,,,.....,,„...m..u.n.,,_..,...w ..�;a..w,.a.w a.xm- .re+.,+.- < «»a,.,..,.,..... i .,.�_. ._ { { i 2 i j } ( 3 { Z i 3 i 1 ; F C 1. ..>AS.. n .,«>.. r..w,., _a...r-- •....+., �...w :..,., ...., , w..,.._ r-.«.:. r*._,....,-„ v `.,e_.,,>,...w»,rw.,,.,_: -»o,.. v, n,.. 4, r,,,--.,.,_,,, .,o,.,:- <.,=.n,+,..5+__,_w,_, -. -. u_+ nrr .,,, "•..n.,�_,�u,,.,.a.w.s._... ,- .�,._am, ....ter....._„«_.,»..,...,,,,., ,. p _ . _ w._. _ _ ._ ..__. , i 11 t _ m _ _ _. _ .d _ K __- _ 31 �� ,,` � , I �. 11 I 1, � I I 1. . � t I t -1 t I 7 £ I 1 a f ; t t 3 t f i I i d [ ' 3 r z [ i ; $ 3 € f � i i i _ �_ .i F S i s d �. - i c 8 s f a d jd t R i i ; 1 F 1. 4 3 I J i t I t i Y °d F ti % £ 1 5 i 3 i 'f ! ! i i } i i ' a � i � d = t ? t s s i ( 4 ! °xx z i y , 2. d 6 i F ( 3 F t Y r I j i i r,m_.,...- ......_,,,.. «�.., -, rw�,. o-,.• o.,..,.. i':..<-,. .,...,..,,,,,,...aw,.,>a. «...,. - :..,.,..,..•,._.- .a.... _...,t..._ ..,.._.w., ,.,,- +�._......,. r .V,...,.. _....,>,- ,.,..�.........«..- .,..,..._< »,..<. .. _ ! F 1 i t F .7 ,,,'^P_+^.•. ^+ .,.n�..n,...,. -„"�,- ..,_..»� - ,,...._,,,.:..+._...w,.,.,.,. �,n......._,,..,1,.... _- -_.- ,._, -.,_., _".< -- •w,,..,.+,,..x•. -- .,,..,,v...n..,w�..,...,a,e.._. .ter..._,.:_. ..... >.s- .........,,v --..} .e -,_Y. ,., 1 t 2 G 2} - t- ._.,..... - -I .. v, .,w..w.,- ,.-.,_ _ I �`,." _ .__ _ _ ---.-I, -------i- ---------J-------------+,---�--,-.--t--,.-.---.------t-;._,--j .--l----.-,-- i6 - • -_ S i S' . ( : k 's F [ i : ' f c. P i i e ? 1 1; i I -�� 3 F i i - i t } i r i E I I t i t 11 t F ,', n i > ? 4 L E i � I A F 1 e I i } { d 1. i 3 t f -- € - i t [ r { t $ .I + g ? f '7 .� t , 1 Y i ? T_ i S i 9 c »..,•..._._.,,...M.�wa4 ,_.v..,,,, ....,..... - ...,,,.. :, .,=�K.,.»-- ,._�,.....,,M..,t,- .. �.. "..�. ,.,._ -,-<__ .. ,_ _ i ' f t .1 F { � � f � r ' ; =_,- >rt.- ,y`^„,.• -,-. _....?>..._ ._,._•,. ..'« .........<._.,..,_.. .., ... r, ,._,....»..,...,..,..- <.,..,.._ „:.,<.>_.-,_, ......:.........<-..,,..,•,....,...<:.,.,.,...,._....._,-..... i.,..: �..._„_...,.,.,- ........"V...,- «_..ra- ...rte,- ._.�"_a„ -., ,.,-, • v<,_,.....,.e,..,.,�, _ ; i i f' ; J '°°.1 b„..a_' ,_ _.,,.. -••s:- Win,.,., ,.�,.. _,., . _,.{,, .�..s...-- .,.<...,,.- .,,...,,o. .,._.._- _.,_.,.e- _,_..._.-_..:�.,_.K_.,..... -. - -- ,...,_ ,::.....„...,.:,.....".,...,... _,.,.y.,...,- ,<...,.,_.., -- ,.. 3 s I INVE T 8 SE R F 4 3 -- - F - --�- -- - r = £ ) i. a # : t i t v F g a f i 3 F ; t i i I ff % 3 f t t d . 5 7, £ I s i 3 i i t i I a " 4 { s. , 4 I *.r,.._.:..,,._.,,��,..., -_- «.,.,.,.,.. ..�..,......:<,.,..>..,a ,..,,...,.._ ¢¢ ...,.,.,- <,_.,,. "..,•> ..�_,.,. ...,- ..._.,_... ,.. _, _ t i 7 i i 5 i i r�r a' i -L" o.,.,. ..+5,_.- _ ..r,.w ....,:.... „ . o-.......o.- _- I..,«...., --- - -, - -- -- --,_ .., ,".«.,_.,,..:..,..,.._,....,.._ < ,F,.«..,,. ,��.,. ..,a..w._.,. -,,.. _,e., -- i '¢ s .... ,.:_., - ... .�-> .... -_.._ �,- ..,...,,..<.,.. .,3..,,- ._..,.._, -,.. _.r.,,- ,.,,,. .,..�,.,- ,P--,.- .,,,.- ....,. ,,,.. ,,..,"..,F,=.,,..,."_ .....,....- -. »... �,..,-..>_...- >,. -..,_ 1 11 k w ..-. ... _ ,.. ., _. _ _ - .r r J ..,,.".,., .. a H,._. „.,..," ,..... -: ,,.,."..,.. ><s- .,....v «_„- - ,- .,_.,..rrd.._,,,.".u.,_ -n, - _«..,�_ r w .a,�.,.. ,...,.•<.. - .-,-� _ ,. xj f y. k. a. i i s 7 t i < : = e g i -- �<.,,- ,.�;., ^"}"`.-rte.,,...._ s _< Y . -,,,,- a.,...,...,,..».... „, .,w ,.....,. -<>. ,.,,.__ +�,._,...., ..a ». .,...,.....,,..._,,,_.,"._. ,.,.,2 11 , psi i_ i n t S S !_ [ I 7 S 's } t % i t L " I I i 4 I I F f I f F G x INVENT 8 SEWER 11 j i ; 5 ., 1 Z i /'1 a i s s t .4 S i �. r a p F 11 .".<_.,,..... <..,....«...._..., +-----r--- ,.s.,-- ...«.. , r - .. ...........»,..<.... 3 ,,.. , i ; ; # £ Z f i i = i r ti f ; - i 4 iq ?" 1 ' . e , i ( -- �.. _._ �., �_, _,.. ,_ w �._.. .3 P F _ � � X ! '°" l _" E'°'. ,_....,�..w u+.,.�r,�.w.,., .w>�:,v.w, �,... �v»»r :,•v -..._. <. , �.wv -.. ....r r+.. «... ...w.- a..Y.,,.w. w.,..s -r ,,.. �. ..,.,-. w... w, a. a-..., r. e...,_. �m: :.mY..,.w,...<..,.,- ...<.n.:+r. ---t. ..n.,.n.,.,,.....•.:.; ..,.h.�,v.... e f f W ! x i f k a N t �..: r 1 € 0 E ` ; $ = f f I i I I 1 ICS 15 1. Z i - 3 z z 0 `� • _ i f t v' J t i t F O lz 11 w. }{ 7 "t j 3 x i ? 3 i t i s 4 ' i } F I 1 # ! 3 2 ; i Z L f ¢ Z 3 � :...,....- ...... ..........:<,..,..,..,�`ki.• -,• x .,..L.,...i:• -.,. -. r »..,...._.....- ,,...., _..,..,. ,_.., i _..,,,,. ,.�,...x.....,_•.« -- # ...-_, Z £ ; Z ` Z � t i f f � i � 's m 2 �i e E � . I -1 - ,:,..4- _.. »_,� . ...-_, 4-- P .=w. a,,... >,,,,.a,,.....,. ,....,....,.ar+....,,, ," .... ............ -,- -,.-..:..-.._......°,_.»,.._,...-, �...,,_,,:,._-- ,_.,.....«_..,.. ---- ..,..,...,- ,.. »:,m.. _.,- .,._,- _,...,�,n,_....... - - _ i i .L 7 c i __� _�. - - r, �. ,,�. - rte• �. �, - , _ .. « 11 i ; i is i_ t, < F ! 6 G i w w +1 a { F i. i i a a # s � j i I f �� J e 11 i . It i f d - i s 00 00 3 i € £ 0 ` � 71 14 �' •_ /r t ? i i s •.. # E s i f1 � : } 4 f < S t 1 e Y S = • "2 11 � N �• I f I i 1 i # t M f C U04n i Z • F I T ....,.,..,- _.,,..>.-,. . :.,,„..._._........ w •.. ; _ ._,. .., .,..».,,".,...< _. _ - ,,..."_ _ F 4 i z rr ii e. �' t ; i i s t i a s i � g t I U F s /' 1 v- i y: ., ....,..,,.. ,_"_. .., --.._ -._-_._...-.,..........,....-_.."_-'-- .4- ..�,,......",- .,..._...,.: �.,,._._.. .....,... ,...- ,_,,.-- ...,<.,.,»,- .i -,-_. ,........"_,..�_.,. ...,,,.".._...,., ..__„_,__.. 1� .._,,,<_,.,._.- ..".,_-__,...., .._..._- .�,..._.�F.._., ,.,..._.._.._...,.,_ < - s • < v I ^ b. y ._ y . _ .. , .. i _ r_ w_ a_ .} 2 s { k w a. 1 3 .�5... -.. ._,a.. 7 y5)t» -- .......... ..- .5 .. ............ .• ...,. ...� e.4. --- ...- . ---4---.--------,L---,,--- .,w -,-.. .....,, _.,-,. ..- rc,.•. -, x-., ,..,...... Q +,,.- .�...._.,...,..... -.. ,.w,- ,»..,: - ...,, -,, ,..-.. ._ w,.- .,_,__...,_.. ._...u., - _...- ......,., °,., ., s• ! i { t i I �l V - � i ii i i F`: ♦ /�•• I ? j 4 ..:' w • �. ....,.z.,. , �,.a- ..,._,.., =- _w.E... ,-..�...,._._,. :..... •_„ ,_. S re) .3 f ■ { i S i Q i ' 2r ; S ' \/S/ 4 i /y �,� d? _ • /YM� ii. ;# rr. • )) 3 I {a i I f f ,f F i �L! I `i' r F F.L f 5 + } w K" Ij i • f C q ! i ! G i ( i I . • 1 } i - 2 , k 9 ` •� S £ t ! � 3 � V1 f B a 1 V • • g W > W V) W -J s _ ? i i N �' r 11 I ' r. ,u ....< .,.+-- +...«...,..G.... -...,. « «.,.,.,,..r. -, _.« e. w....> .................._..,.,.; W,,.•...- .- .,...,..,.w.,......+,- -...«. ..,- -.,,._,.,..- "`--- .........- ...,,»._. .. ..e..._..- .-. ,,..w,-. ;_ ......,,....,...v- w.._....,,,.. ,..- ,..- ...,. -a.- .. ..". _ w w w j _ �4 'S ; i f - f �._- zp'.+r- - .,r -,.., .,..:p... -,> -. . .._, - ...,..._,., „• ..... . ...... .- �..,,.a- „_._.__.,.. -- -4-, :. .- __- - ..-- .._..,._"]- ,..._.",<. -- «,.�..... :.---- ,.,,.- •».«_.<__.- <..,.., __,".,.,. -- ... <._... ,.,.n,- ,...,..,,. ,. .,..,._,. ,._ _ .. - i' w [ Y �j f X.. _ ..- .'_,...v,.ev__v ,>...r_. .... ...a, , -.<,., n,�•,e,. w_, - ._..-a..« .,.. :..-.,..,,, .- .,,.ad „r"vim... _- .,w.«._,..-- .u.w..,_- „_„r•.. «,..- ...r,ve,m- ..,.,� ww r.e,w _.,,.,w w.._._u,. ...- i. .... ; i 5 S r/ 9 • i i w..r- ,....,,- ....f�^°..,,.,. -"9._ _...-�w..- - ,..�.a.'. .w.- v,<.l,,.._,,. ,--w.. a,..,...,..,,..- .,., -u...w „++$..,.,.n- v.,�.:.,,,- ,..,. -w r.:..�.... .,u...r..,..e -..,, <... .,�....- -..,.. r.s.,.. .- ..,_._.,v... ,' fl. W i F W i € �/�� _ ._ f v �, f ,..a 4 d q 1. �' - '? 7 , 1 t ,f 1 # t f 7 1 5 2 i it 1. Z 7 (I 9>:>: .I i 2 < ,� � i s f. � i - i t F ? E 1 % � i w - i z W i 3 i k 6 € s 1 v/ i l t - s Q ?. j i k i (n I s. (i • q i -•-__ „ s i I i ! K I t f c - � ' f - i ! x ,I ` : ? X r- I l.n..r,. .n a ..,- ...,..,. T. -n.- .,,...- r=,..„,,, - -- ,...,,,....,u,. ,,.- ..,- _..,..,,,.i,.- ... -.._.. ,,. . - ,._,.,. .....,....- .._....,...._.._. -,. #' _._�..., .�,..w. ».,...,.-- �.z-- ..._.._a< ,,.._....._...- ,.r- .,_.._ - a:-- ...,f__.... _,., ....__ - .,...,. -- ._......_»____...-._ _ t' q- s. v ».. v k-..- _. w ._- n. �- t , - •...__..,,- _.- ,- F---,- _ _ -.. _ _ _ Y a_ _ ti , :, . K.. ._�. t 7a t A ..._'..,°i±- -....' i .. -"�' "„` '"''' •_'^i+• -"---• ^t_- ^' i--•. ..,_ •_- ,...,.,_a. -. -- ,.--- .-.(...,- ._... -- �...._......,. ,- .,."..,,.,- -.. ,.- I...K.»,:....,_<-„-.. �.._.-...-..-.. 3.. .,,...,.,_"...-,-:-,».:,_,. -.-. ,.,_- _._>......._,_... ..,,..»._..,......«.,_. .,...,- .,,,-- .,,,.- _- ..- ...,.,3' ,,.,•a. _.�-- .."- Y--:.. _... »- .,..,,,. --- ,. EXlSTlN , 299.93 FLF OF 8 I SEMI R -0.35% a z h I It I I EXIS NG 280 1 LF OFI 8 SEWS @ -0. 5% XISTING . 64.25 LFI OF 8 SEWER 0 - X0.35% � EXIS11 G 151.61 I LF OF 8 3 - I s F L i SEYR - -0.35 1 % x i } j t { i t _ i ? i I a ? t 2,.- ,..,�,, -- »- ,,,.,. ..-. - ,_.- ,- <.,,,. -.... i ,. -- ,,. i. z i ' 3 f I r t i t # t v `s s i � ? i ti ) j •- ,-,5 -- -.,. .,,.,r- ...i..,,. .<,.=:_,r-.,«a_,.._., .>- ,,.ai.,,,....,. a,-.»,,,-.-- ... ............>,,.,,.....- , -..-,- ,- ,., .l ... d, a. e., =,..<........,,._,- _,_.,,, -„ -.- ..,. .�.,>_- =•.u,� .. ,. f. i w, _ _. �. �_._. ,.�.,..- >,....,.,..._. _ ---. ..-- "..w.,...,�_,._-- ,."_,_. -__ ,-..,..-,_.._.__._,,.., �.-- ..,_..- ,,.- <.,_..- ,_�_."�..,.� - �..__ -... _ _ ---t -� . i g - r _ ,_. -,.- ..s._..,.� -�„v.a __ ,L--.- .,-.- `.- _- _>__.- .,. =,_n.._.,.. - - -_ -",_. .., �,_._-„ K-".__. .,.."- ,_.,a.,- ....,z-.,.. -„-„ -_ ...._..._ ...,.f__._.,._ - =..,, i 326 � - - - m, -_. �... -�. ��... �.. �..} -- �-_.,_ y_-, ��.-_,<. �M. �. �._.. �,.-_. --._"„ �.-. �.->... -�. �__ hwa.. �. �-- -.,.. w��. ��,. w-_ ��_.,._. -_ r,..._ w-<..,-- �.___ W_...,_,_ �_. �,...._ w,,._, �- �. ..�- ,�_.,w�.,_m.�rr- .:....r�,M: 10 11 12 13 14 1 15 LEGEND. EXISTING SEWER PER CITY STANDARDS is ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB A1NCTlON BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - • S EXISTING SEWER PER CITY STANDARDS is EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. C EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. - - I D EXISTING STORM DRAIN PER CITY STANDARDS a EXISTING STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. 16 SECTION DESIGNATION: SECTION LETTER L. - - mmmmmmmw� � � � A 2 SHEET WHERE SECTION IS SHOWN 17 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 1r; 19 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 F, 0��l� l�f ,, ,-,, -1 �'{ - �,4 � 4; e " 4 U ,t , \,",- -1-4� ' P' I '? L li'` t-,-� i .::.�+4 --t ;r k:. . I __._f ti \ \ 0 too C CD af !9 w Z I CD Z W J U wf o w * -�m of ,!jcn "� % °z Q / 9 -_ / ---l!'4, �- -- ---)- / ,� jorl a I v I ,,,�-,,/, --- Z 0 U) w I Q 0 CL m ,Q Lj- m m 19 m O a C3 N C) f / 9 -_ / ---l!'4, �- -- ---)- / ,� jorl a I v I ,,,�-,,/, --- °< w o TRACT 7202 of z: <w -i le- O:D 1-z I" F_: C) CD CD .7- < UNIT 9 UNIT 1 CD CD CD UNIT 2 3� UNIT 12 j F_: .1___11 .11 ___�, 1 Q0 I c0__1 co I U-) --j3-. 9 V--< 'C--< ,r--< 0 9q 09 !!q CONEFLOWER DRIVE ff-) ws 0 W:5 46 _Qf of 00 _j %"- VIIIIIIII" 17 CHECKERBLOOM DRIVE - lulj:�_ U-) uj w 1 YELLOW LUPINE DRIVE: _j !2:5 to 19 BEACH ASTER DRIVE :5 U-) Ld " Z < Lu 10 CL VIIIM _cL 8 �_ < - V_ . EXISTING 551 PUBLIC az en- 00 --i vi __j 00 __j [."- 130 1 - "4- < ' ' ': ' I I ;9 - ,":z 10 co " r__ 30 30 - I 0 i i . Z ")� 30' 04 - I- 1 30'_ -1 30, 1 -1 1 1 + (-D 9 +CD 8 7 18" I - STA. 19+27.88, C.L. PALE LILAC LANE= - a - uj 40 9;m .-a - - -1 30' ROAD EASEMENT. Q - - + CD STA. 21+25.13 .L. CONEFLOWE . 189 � c3d 1 K"O, I co 2!: r-_:Z r-- = cr � INTERSECTION/B.C. NOO*30'1 2"E RA D. I � 't is 't T5 1 18 r- F- IV- �_ I T_ F- I I - - - - - - f- - = � § + - - - - - . --- - - - - - - in I - - .40 I I . cn I . cn . C/) W I I ------- - 0 cd�6_ - - - VIIIIIII" IVIIm i I � c_______ m < 57< 1 < 5-< 1 < 5-< 1 __ STA. 9+6 85 C.L. PALE LILAC LANE= I r-= cq(0 re go"m I -1 18 1 7� 7� I i I �_ w �- UJ �-- W ui STA. 21 +10.61 *�, C.L. YELLOW LUPINE DR. 1""I 0 co': -gem 70 1 CO ---.,- v),, (n k / 3i: - .4-M - _ -1-IiI _. 16!� - _ _-_.L_._ -5 --i ------------------ *!FR - - - a!� - ---------------- 1. - - .--.--. _1 -.--.---- .--.--.--.---.--, --.--.---.--,--.--.--.-----.--.-.-. _ --- - -- T-,--,--,--* .--.--. _. _2_ - _ _.___ +:T--, - -, - (A%..o 1, � . _=w__ . --_dw__ - U)%..o %woo / 00 CD %-- REMOVE EXISTING POWER O V--" . - - - - - - - - - - - - - __ - - __ - - __ - - - - - - - - - - - ) >� EXIST. SEWER MANHOLE NO. 26 " z - - / 0 << III -S . - . z cr) �_�_ . - s . . � i S_ - I L - - LOT _i�� __ \,�� / SIA, 19+-07,42..- U. 5.82LT.= __ _)_ - - - -, - :r_ L�_ rf �.-- a - - -------- - - / - - AND ABANM IN / �: AND ABANDON IN PLACE/ 09 J-1 - _____� \ � - I ft .r I \ . I I - - - - - - - - - - - . G 2 " 6 - -I- - STA. 18+86.76, SEWER 00 I , , _ _ - - - - - - - - -I- - - - ._z__ -\-,;z. - - G.0 V) U) - - 11_0� - - - - - - CA . US M___ W__ . jr_ __ - LOT _____ - - --CAP E)QS1= r sm_j__ - -SN*-%!- -2-!W- --EX-.6-- SEWER- - -248-.W - - - - CENTERLINE OF 20' WIDE -n \ ------ - - so , 7. \.2 - ----%:p -6- -IV -_11 - PUBLIC UTILITY EASEMENT -0 - - - - - --------- 00 - - - - - - -_ - -.4-1 - - - - - I -4- . I " "Il'l" PROJECT BOUNDARY PER TR. 6448-UNIT 5 'd-1 z"I .-__� / M•B. 54s PGS. 106-107 \\ " 00 \ N1_ 1111111111111111 0 _-I'- 11 � mftmmmmwIIIIIIIIIII� __ dg IIIIIIIIIIIII � .. Im IIIIIIIIIIIIIIMIIIIIIIIIII� IIIIIIIIIIIIII � i IIIIIIIIIIIIII �MIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIII i i IIIIIIIIIIIIIIMIIIIIIIIIII� IIIIIIIIIIIII i � IIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIIIIW � IIIIIIIIIIIII � am � IIIIIIIIIIIIII IIIIIIIIIIIII � IIIIIIIIIIIII IIIIIIIIIIIIII . . . 0) I- IIIIIIIIIIIIII IIIIIIIIIIIII i IIIIIIIIIIIIII i " IIIIIIIIIIIIi ME smommommmazw IIIIIIIIIIIIi M p � I I I I I IIIIIIIIIIIIIIMIIIIIIIIIII� � z: wil In =III � IIIIIIIIIIIIIi mmmmm"IIIIIIIIII� IIIIIIIIIIIIIi w m - � ummumummomm 7IAIIIIIIIIIIIIIIIIIIIIIIIIIIII� �h� �__� 00 p -co I - t- ______� 7m :::z \ - 11+00 I m BOUNDARY . rn ff 7f - -------- PROJECT -BOUNDARY _______� _+ . lx 13f 00 TRACTBOUN 14 00 1-1-N . 17 00 1B+00 STREET RIGHT -OF -WAY � -1 J+00 - - - - - - - - - - - f -5 - - - 16-0--- / DEDICATION TO THE CITY OF \ . U _00 / 9 OFFICIAL RECORDS I -1 ,,� AND TRACT NO. 4709, MAP BOOK _�, - - ----------- �_ _ 37, PAGES 29-30. - - - - - -_ I ------- - - LOT I --- , - - ,�- I I- - - - - ' ' ' \ __`� - � C4 'r- < ` " - 181 8 * I .. N ). LANDSCAPE _4_ _� �_ _ _ ; i � I I 1 ,4,6 1 1 1 / I I I ,"u ,2< 1 1 1 :�:] -to m POLE AND Y w I I w T t�_, _\__,�,_, I r- / . - - - - - t %, - , - /?p__11`_ Li. I q^ - ___ PLACE �� / t : �) t - - __ _ _ 1 "7 / . . . . � . ImmummommIIIIIIIIM \ 4�- 7 _ 3 F ' ' T14 + E + 7 _ Vf_5 / .. 11 I . I . C" F_: 11 0 _j � �� EX. BLOCK WALL 11 C3 . , I _j I -i _j m Id- 11 ,4- . u .< 11 ( !) * (! CENTERLINE OF 20" WIDE T_ i ) . I w 00 00 m ry uj cj� 0 0 z: LO • �-_ co _j m I . C> LO . I 11 c> _j cri I - PUBLIC UTILITY EASEMENT I < w cri V_ . LA-1:2 00 m 00 r- LO I ?,- <m I r--: , .-� __j I __j .qt Q:� I I 0 In I U0 z: I u? I q_: 2 __j I I ,q- w 1 1-7 a- . .'* cr- LO vi PER TR. 6448-UNIT 5 14- uj t__ _j . m CD Ir A w V_ . I 0 <0 uj 00 I I M.B. 54, PGS. 106-107 3::1 to I :r _j 0 . w I I w I w a) I __j �! w I " I U�g tl- 1_: m m z: E: _j 'd-w + . " I _j ,w __j n < CD �- C3 (n co r Q En .w 0 ch 0 0 co + -JO + mu < U cn w I + :M 0� a-m m -1 w . 4 4_ I I W " 9 1 1 =) z: w 3 2 \ 3 m =) T_ I T_ ©Q 9 � P: w 1 6 nui LLJ z *w 5 I- 10 _J-.i \ p- 0 ,* .I- V_ V_ 1 10 UJLLJ I cq ==) Pl�,_-: 8 < LLi 7 1 =:)�Ic z bu) < Qv) C3 .-I jib z: cm (m Na) F=0 I (-) �Ic Mo < • 00 LLJ V) I mm m :m - - . F- w cr) __iz: \ < - 8 . I z: " CN 25 < aw m - - LOU') 2 0 57< LLJ C) (3 ..:i -ci Lci C5 U) m V) _< C) P 1< q6 c6 m uim C14n w -*.q- � Ld _j 04 CN - F_ . I -i i �g 00 00 XLLj 25 C) I LLJ V) M C-) 0 ++ m En I LjLj V) I . . LLJ + + LAj__j a LL_ mc-) tr --:v7 W o6c6 . LOLO u _j qr- v- QU (/) C-4 " 0 + + 0 . • w Coco Coco i * �! M V-- V.- 14- qq- 3c: M cj 3 I . m - - . T_ V_ LLj + + "., L) O LLJ 0 cor�_ F- wrr V.- V.- **_� >_ VU LLJ + + U) Coco :m 3c: _ce -ci F= cOLO V) * , 0 LLi . . cr_ �_ V) U-no T-V- 7;r Lli Ld �_ �_ M3: <;!� 5 . �� 0 06r.: m V) V) U) c) CiC6 >< I �__ WW F- m 0 r__r__ F- V) * * 00 . I LLJ 0000 LAJ U) V) cr V) V) (f) < LLJ F= IpLq S2 .ce .-I - << F- '4- W �_I__ b 6 c.6 U) ++ 0 m C-) c)(0 x F_1__ ILO cr_ "v- Coco Ld V)u) Lj.j (1)(n ui q-C%4 W ,r-" m �_ w cn + + �_ I En ++ TRACT NO. 4709 w :)" En cx m w Lov- w I-" M. BK. 37 PG. 29 z: - - cncn m • • ) < cncn C-0 V) V) I 1< PALE LILAC A (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 0) N Q CD = LLJ LLj = CD = LLJ __j �> C) 0 CD = >_ LLJ :> Or_ =) °z <c I � . -� . co N --L",�--�-,-,-�--�-.---,--,--�-,--------,i-- --,-----------,r--,--�-----�-�,-�--�--�-.---.-,-- 7 -,---.----,-,,--�-..-�-"--------,�'ll-�,�.1-1-�--l-1--�,�.-.--.,,�"-,.-----.--.-,"..�l--T -1-1:-.1-1-1 1_1____1__, I . ___r_-__-__,.�----�_-.�-----,r--_.-� ---------- "I-�l-.,----.,..----.�---.T.,----Z-,--.-----.�.--..-.--�---�--t-.--�---�--�--1--lV,---'-----.,-.-.r.-�l-.,-."-------,-�.-I..Ili;;:r-. ,---.-,.�.:-�--,----.--.-.------,-------,---�-,--.-----�------,------!.----,----.-,----,--,�- ,�-,--,-,--"--,---",��,--"""-- I � " ,f 1364 . . I ; �' �. I ; 11 � i .. ; .1 ,I � . � � I . � z - t - I i . . I � i - � 6 11 I ; 1. I � � � � i I ! i 1( i � 11 I � I I I 11 11 � i I ; � i 5 t 4 i 4,1 I . . 1 5 , -1 .1, 11 I' I 1� � � � I, i � r, I I I y � I ; - 4 . __,___,___y__, I '-f-] 11 I I i 11 364 i -",---",--,----"�T-,----,--,-�-�--.-.r--...----------r--------F--------- I I , . I I I 11 It . 7. 11 I I i I�L � I 1. " � I 11 I " V m •- I I I � � 11 .4 -11 I I I I � . : 11 �. I � � i , 1. . I *I, � s 11 NOTE` .1 � x , ;' � I � 'It ,I 11 � I : . I i i i I j i I - I - 11 4 La i 5 r "I � ; i � � � I ; � . � i ! " � A '� � i '1� I I � " � I A i � - � 11 t �. v I ; w �, " ! � 11 � ! 11 1, � I 11 z T I . I � I � z I 11 � t � .." I & i It ,. Zl I � � ,I � k ,I I - I � ! " i i 11 4 I I �� I I � , ALL EXISTING SEWER & STORM DRAIN ,� I " I-- . 11 , i I , I , i , I 1, I I , � i . . , I 0 .. CA i " � �� ! . � � i t,�! . � � _________ --,."--,�."��,�-.,;.,.-��--,-"-- - I I t _4________ _111�_____1__-__. , � . I ___________-- 1 136- � ____ E 4 v__ .---4---------- ____N___� __. - -�-----------�--.--,�----------�--�-,4-.--,----------,-�------.----,�l-lll.----� --4--; � ____-___1�111 __ ---,------,.-----�l*,---,,--t--,- 1 - _4______ ___r_ , _t_____� I . ; ___.- � I , 1, ____ 2 i3, ; ______ _______4,_,_ __1-__11_.___+___ -1 . � - . � I ,;, ? . ?I ; i 11 � � ! ,. i ! I I I 1. ... "I I " " I - � - � I i I - t i I i � .%== a)+------ ----4-- . " T 362 w 11 "I I.' � I ! � � ?I � � 11 � , � ! � 3 . I '� i - � I .� .�. I i ! : � 11 .1 m � � � I i � i U 2: z: - .1 - . � .11 I � . % ,I i " , i -MANHOLES ARE TO BE ADJUSTED TO i -_ I ,I .; '( � i I i 1; I 11 . �. � .. .. tm � ,I ; i � ; t � 11 ; - . I � . ,I 1� � z I � � � t c � I I � ,I � � I � �1. � I i - -� Ix I I I � �, If t t �' D D . t r I � . 11 I i -- I - 1. i7, . ; I I � � I i ? t I i I , I - 11 I � � 4 - � �. ...." ,� � � � I � � � I � I � ! 11 A I i FINISH GRADE UNLESS OTHERWISE NOTED. 1 � R � I i 3 z ! i �.' ." � � 11 I I .� . i -1 � � .1 k � I *� � 3 i I I i � .11 ; I I � 1 15 ` 1. .. ! � z � 11 � I i t .1, z: Zi A I c � I ;I f : 1. � � ,I � , s , �z ; . f i :1 _ ---,-------"-.----�----�-.-�--l-�,��l-l�-",--------�- - ___._i____,____,_,__ __ 4 -e�-��-"..-----i--,--..-".-�.-��-�lI .-,----,..--,---,---,�-�------------,-I---' f � i A- ! 11 � i � i ___L_._ - 11.1__..__ -�.---.-.-.-.�,-�-�",--i-�-,---.-i----,�----�,-,-�".�--.,-�-,----,--",--,-,-�- �, I _11_t____1_.___-__. _1_-1_1_____--__1 , I I 11 3, - I � I i i I � � � . i I � _______,_,____ __-, ___ 'j- . i - 1_1v_______ I , __+____1___1 � ,- .. , 1, � �� I w sm �-�---.,----�-"L-----�--�.---�--,-"i--..-�i�,�".,------.-----,.;�-,�--��------,�-!-.--,--�--- _-I -+----------, ----- _-*___________-_____ - ----,' +_____-- __ _______.1__ � � 360 1 --+----------- 4 t � ! I �sw --------- , � - � "I I � .�, � � 0 i - < i - � ; 1. . � I, I ,I It I I . I 4 � : � i t s � � . ! I ; . e5 i I I i ., . � � � , � I k i I � � .1 � _. In I - ; q i I 11, I ,I 1, i I. . I � i 1, i .. i I "I It ,*I i ; ; i � 4 lk -11 .1. i, I I *1 i . _. I . � I I � � '� � i � i � � � � � ,I � � I - z I !1 t - I, '� I � = , i I � t 360 i ! � I � � i . i � i I � I I i I i I , i I i � i I i i� � t I 11 4 11 � - 11. 11 'i . 'i i I i 2 .� I i t r I I � )! ; . Im k . ,I -11 S � , 4 " i z i _. � 11 ! i . I .1 i � , , i I I . . � . � I I � § 41 I 11 . I � I - � : I � 11 I � I . I i � z I I .� I . j, , . -11 I I � � ; � i I I 11 , I I I .- I � ; I i ; I ! .1 I � I i i , I i . I . � i 11 I I .1 1i � t .; I � w � I t ! 11 I I c � � I .1 ! i ) � i � I 21 i I � � 29 � , 4 11 �a '� It, I I I � I � I � I i 4 . ai v ___ --",-,--�----.-"�-�-�-.-"-�-��-,�.---- --.-,�-"-�-1-�-----..�l-l�l--,-,�--"-- I I " z I i I i I I 13 I � -_ t L � $1 , I � .1 I . �. -.1 ------V 1__,______._ L --,-"-- . i --,.-.,- 11 ----4_____________ - ___-._,j____,_jf - _,_.__._.__i - �___ I �� ___1__11___ L, I I---"- -.1 14____ ----I--- ___1 4-- -,-+--------"-,-,,-+ � --M-� I --------t-- ' --i--.,.-,-�--�.------,��----,.,�-. - -1 - -, � i 358 1 � I ^ I - _,.__,_.,r ____-___ 1-111-;-,---,-1-7-----,-�-L-,-----�---I--.,-,.-----.-,-�-��.�-.-.------,----�,_:_____�-----.--� f 11 � 1, " 0 . 9 t .. I ; �____1_11_1 - ------- r _�F --------------,�-l��-r,---,��t---,�-�"-, I �� I " a � ; I � - . ? ; z : 1 - ,I I � . . MMONNIIIIIIIIIIIIIIIIII , I c % � I A .. .*. " 4 � i * i I �� I I ; I � � '1_j511_____1__ � i i . 9 � 4 -- � r ! I I j w i li i I I ; 358'1--------------- i* I? ,a i 11 f I I . i , I . I . 11 ! v I �, 4 ! i ,I 1� � ? 3 11 � I j I � � .1 i E - � , i t i � I I I � � i 1, I � 1, 11 I 5 z t .1 � , � I � .1 11 1, I I 0 I - ; k I , . e I � t I I , T I : ,I I t I ;1 R m � i . ; 'I, :- % �� ; I -1 . , � I I - i I I I . 1 I � I 1, I � .� ? - ., - J55- 6 � .11 A , t � 1, 0 � ; A 11 . � . . I � I ; 11, I . I i � . .1 � I I i I I � A ! I - i - - A ,I � f z . I I � I 11 � - 1. - - - - -5 c I - - - - I �, i ,I i _ i 10 � I '� I - - ,<-%x.N I ' >_ I , - _::� _______ ___-, __ . --A-,---------,---i.-----,--------------�--l-,�-.-,+..-- ._____-__�_______ _ z ; � i . I 1� ; . 356 , � i i I . u i � 4 - , 16 __� t t� ,- - -I- - - z ; i k . , _� I 1. I- t - 4__ - . - i- - ---,, " I , ! I I- , " � _:* i_ .1 - - t ; 1 4 , I ; . ,I . - - __t____ I ,:�:=_ ", _ ! ___L _i=1__________,._,1___ - ==__-_,___...4__, -L- ------j IF p t S - _______�=__=_,__ - � i L_ 4---------------:-I---�-�-.,--:-�.��--��-,--------"-i-------::. . - � 11_.1__�__._11___ t i � -----' _ --- ilr-,,-.---�--!,-4----�,,.,-,---Li..--,--------�-�,..-- _._____�____,______ --- _-___4___1-__1__ t I I ,I ; +__ _____ � _ , ri � � *1* _____J p i CO >- . I i -1 I I � i I -I 1; . LI 4 . , 'It' *1 t. ____ . I . � � 356 �---T , ,.�:� � I ___ I I i m z 11. � I I . I i ,; ; ____4__ � .. I i I . i r I I . i It c 11 t i __� I i . I I I � I � . ! 1. z _-, i t I � I , � I � I i - � . � � , � _____r_ �, i � ,I i . � % I I . i _.- � _* t I . i 4 � . ! . I 11 . I � � � � .1 0 1 � __� J i I i I __ ',, 11 � .i I I I � L, i i � I � � ; .� I "I � ----+- I ____ ; I Ii I � I I J� f � f 4 : � I � I � i i I � �, � 11 "I z I ! .. ? i I � 11 i I � 1. I 5 I � ; __� � i 11 i I ! i z 1'1� 11 ! I It i � � I _r , I : � ; I i z I . _____ ---I , ,. __�___ � �_-_-_--__-+_ ___ � �.�-�----�-.,�-�.-,------,..--t-.-�-�--- _;�___ --,-n-----!.,---.7:t.,--.-,-----', -,--�-..�.-;,�.-----�------------kl-- --.I---,----,�---4-,,----�-�-�---;- -r----------- 14 1 - . h t ; _+___ . ! I I i " ? 1 4 � i � � � ,1,_______,_, F I . �; I I I ,I 1 � I � ,I .k � I � ! 11 I 354 1 ___1___.__,_____ 7 4 - . i � I -u � I f � z � ,I i I I . I I ! 1. I � I' I I : .. i � i ! I k � I ING 6 11 I : � ! I i 11 w I I I I BAND" REMAIN - ,I "I I � I . i lit ,I 11 � 11 i i F 11 .1 I .� I ? 11 � § '., 11 � i � I " I � � t �. ? 11 : I - � A 11 I � i � i i I t i I ; � I .. ! 1� 1� 1 3 BAND04 REMAINI G 6 � t i ; 11 . � � � I � ; ,I � ; T'. I ; -.� � 11 ,I � � I I I ) k � i I 11 i � 2 ! 'i i � - I w I I i I i . ; 4 ! 1% '.1 � . � � , I �. li I I I � i � I : ' t__ I--- � ,I _; j 1. I I I i � i I k ; I I 11 � I 4 11 ,I � � i 1i 11 � f � : I L I � SEWER MAIN IN IPLACE .; � ; � , - , � � , I 'I , � - 1:;::� 11 � z � il I - i i ; � -1 ��,11111111 . - I . � I � � I � � . � � I i EWER M -c � � I � - i -.�, -. � � 11 I ; � ! 1. L �IN IN PLACE .14, 1 1 f .. $ � � , 0 .. i � - I- � _4� 1 -,-------" .. 1_______j__%__ -4- , " : i A . .,e-,-.,.-,�------�---.-�-.---+---.---,,�---.---.-� 4 -t ..- !!Ili I , .111, __� I --.,---.-.�--.-------.-.-,-f-",----- -----i .1 I . It I - I 'I' - _____t___-__-1 11 __ .._-1____i_______,_.__ 11 I ...zz ____i___.____,_ -�-�.--.4---,-.,"..-----..-�.-- . .- - :-I __,._,j___,_ --I- _T ___1_+___-__ ___.1_;________4_______- e � -!�- - _;z_�__11_1_____--___ I - __=zz: -_ . y 3352 'S , 11 ,I I 111-1-1--- �--- .- 11 : . ____ _.___..,__1__ � ---I- - , . I- :�:±--m �. , J � k I . 11� I i ' ___ __+___ ------+------.----------�,--------------�.---.--T--, � I , I I f I � f . I � I z � 4 - � � w 11 ., ! I . � � � I 11 � 352 � � ; ; z � ; � I . . I k ; . i : t � � ; . '� __� ____ ....., .�, p � � � I r � .. ___ i � I : � � � i _+_ .11 I � I - 9 � � � � � .1 : . . � � 1, " * ? 11 � . i I I � . � i i � ,I .. . , � . � I ; ; I t i , t I i 11 i ; t I t__ I ` i 11 �, � I � I i z � i . i I ,I i � i 11 � � � . z . - , 'Z , . ___ 11. c � t i 11 I � " � I - _tee ____ � - . ,. " .� 'f --- . I �', I 1 11�_ I Ir . I � I I L � I I � v __� I --- I I I ! i � i t � . � -A � . � � I � I " I.. ___ I � _� I I 9 ,I � ! I � i � � ,I I 1� ; 11 ___ i t k I j ; I * . � I - i 11, z I . ; , , v a j I ; . ) I i � 11 i __,� --- .. ; - � � I - i � IN 6" SEWER t I I ____ " ! � ; % I ,� � .___,_____ I .___.11_ ___,1_-_-__7=:n�___..2;,_ ,,I,- .,_____,_. ________-*_-_.__ - �__..� . � - � 11-77- �___ �; __ � I % � i ___ � � �. .4 � _____=��_ - � i ____!______1________. -i ---I'- -4--.--.---------.----�-----,----, -4- r 4 ---t-----t- -'----'T--"�"'----'----+'-�'-'�------'-t---------"'�-- �� 1350 � , -,.--"---- . ' ________,k____--f-_ ________.l, 1 . - - � � , . _ _. - . _ ------I - - ___1 , ______f_____1_1_ --;�--------+--- - - -----7-` 1 I � � 1. I ,I, ,I , - . - - . �_ - . - -1. - - - -_ , - - --t - - - - - - - - • - _1 . - - . - � - - - - -4 - - - - - r- - ' _--I --I---- I 11n_1__._, _1____-_ _+ , � 7--� 2 ______ _%_�,��_.___,__.__ - � .11. ! � k I ,_ I � I I � i - - . - +_ - - - . _ -4- - - - - - - * - , ; I I . - . - - .A- - . -1 , " . - - , - - - - - -I- - - - - � I 11 i I � 350 : � " . j - - - . � -4. - .�.__ . - - . -, - . - , . - - - -::r - 11 � - . . - - - - . z;-- - i 11 I ; i I i f, - - . - - .. - - - � � --,-.% . ..... ::z 1 ; I � § I z 4 6 ,I � - - - ---I - - - - -- T- - - -.-- _.__� I _ w i .� i � f ,I ; I � i . ; I ; � � � ; i I I t � 11 1; � i . i i I p I � It 11 I � I I ; __.- % i , . + I I I 11 � .. �'. I i ! ! i �. � � I , - � ? I ! ! I . , I � - -1 i I __� 11 ,,'I v I � � T Z., I i I I I I I , �� ,I I ! i � 11 i z 1' � � S I r � � � , " '� 11 ; It � i � " I ___ I � 1. 11 . - � i , , 1 I z I I . � 1 5 � 11 .1 . ; I I �. - � I ; i - *1 � � 4 It 1) � I 'i I I i L! I LA � I � L, 11 I i , I .1 I � 11 11 I i � I � . � � r� .� I i -A !'.1 ,I I � i 9 I I ; - t T, t I � .____,__r_ ----I------ ___1_1_.,_L_._ I .__111___ � ,w . . � i , � _a $ . � ,----�,-,-.----T---t-----�--.S,.----..,-,�-', -:-. - --�--,--T----.---------,�-------.-- -- ----wp • . __1___! ___1______4 t t. - - . - . - - - . _� t I __1_1_1.r______.� � �,_ - ___*_'_______ ___�___. 1__1;1___1_+_____.____.. ___.__..___,_. _.,� i� I i I I - - . � - �_ - - - - I I . I - - - - - - - - - , ,- I I . I � I I : i - - . - +_ . - - . � - 1. - - � - - - - � i I ! I " .� ' I -,-r------- ; I - I - - - - f I � --�---------�--,-------,---.----,-�------,-,-�.---� 1-- --I-.,-- , - A - - - - 4 r - i I _ , , �__i_---------f---. -_ ,_______, _1_________.1.__ 't !, -.11--,----.--:---�,----------�---,----�l---- T � + ------ ------T- - - _. ___4_____ . -- i - I ___ -1 1 $ - L---. t I ,_____:�_,__ _- , . � . - � I 348 � I ! i � ! z I z . i 1 el - = - - - . - s - . - - . -I- - - - - -i - - , - . - - . � - - - - , I � I cn ", , I � - . - . - - . -, - - - - - t - - - - - . . - - . z � i F I � I � k I I i I � I . - . I- - - - - - - - - -i- - - - - --i- 11 . w " � . 4 ,I I I -1 - "I i-- - -. - - - - -- I . - - __� - - - - , 7_ � i I � � : � -1 i I I I I ;, � i I I i c , I i ; � � t I I " , � � . ; C" z � i I � I !� i � � � I � , . It. ,I � I � i ' I C 11 i � 1, " ; I � 4 I t .1 i t +� i � Y, I , '1� * � � i I I . I � 1i � I I 11 I i ) � t I � i I � � 11 j i - CAP & 11PLUG 6 1 14- �, I � I" 9 1* � , I � � � . I � I- I I i 5 i 1i I � I " I � i � I I � 1 0 z � I 1. � ,I . 11+ % 11 11 ! � ! 1. i � ( � & � to % � i� s i I � � f I z INVERT 124 GAS c ,I i I I i 2 i A � � � " 1 SEWER OAIN � . � - 1. I i I A a I I � cn I G U JL. �, i I 1z � i 'A I _ I 11 i q �' 2 .( 5 4 1 _�, � " , ________7__is ----,-i-.-----"---,,---.--"-------- __ -t"------,:,-..,--.+---,-,----------+:-�---.-----&------i---�-,-4--�,-.4c;�,-----.�,----.-�-,-,----4--I--,--------�------�,__,__-__-__--____I_-,_.--.--,----,,�-,.�-%�--L--.-,..�------.---.--+-L----I,,--�---4..,---"-�--- 1____111 -1-111,�1-1-------I-tl---,---,�.,,-__.�.--t,-.--��,--.,�-,- . , _. --.4-"---.--,�---,�--,-,.--L,--.---�-i--- � I I I -� - _�____l 1 346 1________,_ � N_WR� I I , " 17 1 , �Al I � 0 ni CLC* 1 24 .. _____L_._1__, �,_._, - . . I �, � ... � - I - I i 'I , _;�_! _____1_______1' � 1-1 � � . , � ,,_.,_,_____ ___ I � ,I 11 � ,I � k " . i-,-------"-,-,--�------.------+ I � � i � I � z � I i � ,' � ! I � � � I � I � i I 1 346 -1 ? , , � i i z f � I m I I I 1 5: 1 1 i 4 . �, � ..* I I I I ,I I ; k I � . il I � z .1 �� 11 I , i I ,I I � . I i I I � f � �f t I i d "I I A I J 1�1 I 11 i , - .. a � i , � � 'I, ui I - 11 i M 1� I � .i i 3 + � ), F � i I ,I I 11 I ,I �z w � I ( I 1+ 5 i I i � ,;, � I 1, ; � � Z. � I � � � � . I � I � �. _j co � . I , � .1 i ! I 1, '" w � i i .1 11 li I � i � 11 11 I �._ � -1 I i 11, I __j t I 4 'I 11, � 1. L 1 2 ; ?I r . � � ; I ; I I ., �. 11 -.4- � ! ; . I : I � -1 I I ,I f � i I! i a ?� � *11 uj V) - I 1� I i �: 1 11 i T I . i z ; I f a r. I ,I i �. I I I I 0 ; I I ;. n ,I -� � � .-i � � i 11, ; ,I I � ,I i ,I i 1 co � I I i � i u p � 11 , I � ,I � � � I .1 . --4.. 1 i � . 5 � 1. oi �- '. I ; � .IU>co ,I ,. - i k i - " xt,k - I a # � t - -------- - ------l'-�+�-�.-L"--�--.---,-,�'�,�"-�"---,-",�--,,--� --�-�--��--"-,.,-,-----,--,-,--,-,L ------ r • _ i I I • � : i 1z , I - -_ 11 . - ------= --- _______4________________ I __11 +- -_._�__1______!_, --------------t � 5 - I I _-Q. ---*� CO ----f- - --�,---��-----4-------..-----.�,!-- ,_.______ -(D--4�.-,---,-,_-,Il,-'",-'-rL--,-'-,---'----"-4-------,---.,,-.--"I __________4:____ __j , T, I "I ! , 7 1 �, . � - I I , !, � t 11 . _. . � . i i t t I ? i 11 1. . i 1 .,,4 , 344 '� 11 � I � m __j �" � x I I � i t i �, i. 1 41 1 . 1.7or i � 3 i c I � f I � 2'- (je4cy) ;1 � ! � i � � 3 � 1, �> 'i I 11 'I, - . 0 r�_ � m I. � 7 : ; ? 11 : (D �� 1, I i i I I � �k 11 i t I .1 11 i I i � I *z m i I i � t i - ,I lk I t t (D i '. � .; - . - i � I �. I . .,I :D i � , C-) co �) ,I I m c*4 ul ; ,I < u5to 11 ,'I ; . � I - � � � � I • I f � I I I � �L I � ; � � - I ,I ,I � . I I z: < z • I ` � uj I * K) f i i i ! I i Lu , ; i _. ! I � - L � i _� � ! I I 0 C-4 I � ". j Nt t4l) ; i < 11 Al 6 i 4 t'. 2w � 11 �. , 0- � • c .1 � , � __j i + I $ i v 1-- +.' � i � �1' ,I :m ) � � cj'4 ; I _. I __j .1 .. I i A ; " i � i. I � ,I 5 � a- . i ) . , , 0 a � i " , i a� C6 - .0- 3 � m LO ! I � w C) . � , � W � I 4 � a ! . 1 41 I �, 11 i - ,- � .;1 - i 11 0 3 ,--i------.-----.-.-+,--.-------..- - -I,u_,.._.<..«.- ,_.,.,...- _.,+>- - --�-,--,--�----�---�---,---..--------+�-----.- , 111I - _,_,_,__.._ , - t-------�----- ? - - t ..----�--,-.",--�,-�v---,-.----,----�.-,�.-,---.,--,-�,----�?-�--�--�---,------f--.-%-------.- � - . to fr) ---,--- , IU- - ,_____1____1_,_ i � - &&'j I � � k I � ...j 342 , i . � i I I z . , -,Ili,,, En I L, I t I i � . , ______;._1_1___1___,!1_1_1___ _, Mo. _< I 11 < ro ; 11 � i . I 11 __j � 1. - 11_1 - _ta___ _L________-;11 _-___ .---.-".�-�--�.,�"--",,�--.-,--.�- --------f 17�".--,--41-�"--�-"----,--�---",----�, I i . . � � I cic - .. I 4- -L I'' ____ 1 _-1_-Q9______--___________,___ � . � I i "' -%--T= _� , ___ I - I -1 - � . I I . � I � 1 W LO 5 i .."t � " I �Z: - � . "_,_*_Vt_ i�H � Z i � ! I -_ ----I--,--- . ; I" � . i 11 � I .__ . � ! 1 342 `-- w � i � " I .. t 1. I __j I 3r- (0 y i � t � ck - � � � . � I t m � i i � w I I i I � I � i I 9 1! . f I t -pl t I � I c to � 11 , < (_)mco i � � � 2 i �L LJ * � I � I- I i � i >7- . I -1 i (D t I ; s t, I �� I 1; I I 3: 00 - - I We T Lj 1 + _< LO t ?I I t:� U i I � � I 11 t . I ! .� � z' PO 04 t i � ! i LL_ I � - � I ui I 3 !, � � i Ld k V) Lo I I I I � � I � I � 11 j i * �, i I , . I � I I Y � i I V) LLI I � . . I 1 JC4 L - � . i .- � i I ,I I i I �, I � _� I � � w . I � ,I r ! �> w f LLJ I 9 11 11 .1. 04 _j � ,:R:: -cc >: i. �q � I i . ml- LLJ ! ! f � � I I I I � i t I ; 1 ; �. � 41 � � 11 z 41 .. i L.Li �_ I 11 �_ LO 10f i 11 I i i � . .: � I � I " I � I I n!f _ .__.___1____4 i �� "I 14 . I __ - ___1_ ,__._______, --�--,�--�,.,.---."---..".�,,�,-�-,�---,--,--�"-.,:"-�- - ]� ___+_ 1� -1.1-1-T-1.11 F-.0 i _,______+____ ____ 1, 1-.- *� _1__?____ ! �, -1 ___�_� � ,I � "I 11 � I I F ; < * I I 'i . ; I � 4 � �. .. I � 11 s I >_ w . I � i I ---�-,------,-.-------r"*------t , 1�__,__''____ t -1 ______�_____.-__--,-,�,+"-�--�L-- -1 ______ _L - t --- , i i . .---- _-__14 ----,-+---- ----�----------- i _. ---�---4-----------4-----,----�-'�- __7__T_,T__ ------r -*"4-'* 340 L--------.,---;- - i__ _6c)_�K_4__1._____1__� I cry � $ � ___,__ i " I �1 I I 11 I i 340 � 4 , i ,I � 1 ,I ; � ; � ui ui a , 5R -1 ,I I i � V) 11 � , i � � 1. �� : 5 .. 4 � �11 4� i I I 11 .* I I m . uj + >! ; 11 t i � . � ;, . " 'i t � i I I k I I I., of U) 1i z � � i � .� ui U) ui > � 11 i I � m � �. " ; i R I- ,I o . 7 ; i I 11 'i i i ; � i m I I �' � 1. i i I � UJLLJ � � Z I I " . i i i 5 ? . � i 4 � ?I 4 .1 . . I 11 � . cn w ? 1 3 V) � � I i I i � � � ; I I U il. i 11 'i 4 w in � i 11 I I I 1: il " � I i ,I � - 11 �, i t � 0)-i I � � t z t I � I 11 i v I 11 j - �, ,I � � I _j I IV- : � ; L. . I., � I 11 i � � � i . I . . � f I � I . � I w � � I ! 11 I i t i I . i t N il 11 � ! � 11' ! ,'I � ; i , I � I a i 'i w i � � z I % , I I i I 1. ! i I I . � 4 . I !, 1. � '� � I 11 � ; -_--___--_,-+--L--.-,�---�.--."". _�___4_ t- _ _ -_+� , :z I—— 1 ' t � i I � _ �-,-".,-+---,----------4--.-----,-------t-----��.------�---.---------------�--- z I _f1________ '117 338 m _;__ 4- .. r 1 I � I ; i 1. v------+----44 ,------,---+-.--,-.---,--i--.------4.�-�.--,,--,---,---Ir---,-.,-,.----,--"� 11- -1 ----�--,--,-,--�.-,-4,.-��-----------Ii� -- ----- ---.-,-.-�"--.L-��.----,�-..-,,.-..-"�----�.--"!.-.,�-.,,�-,------,-- - ---------+----------- .. � ,I " ___,______1____,_11_11 I ______ '.1 � 1 6 v 1' � : t , ,I 1. I . I I i i 338 ' I 01 I . I t i .1 � I V) I I - "--,-- _____ _ _ ___"_,_, _,_,__,___ , , i ! I ,I I .1 > .1 � � , ,I , '. I , I x 11 i 5z �- � � t 1'* ,I I 1. i zm I t ,I � i r__ 1� 11 I z: i 3 1. . i � ;. r � ,I � � -It _� I 11 � I i 1� t '. 4 � 5 I, uj En +1 . � � 1. � � � _� i Lu i � � v � . � I I _- � p � � I < " � � � I h � 'I I � ! ! 4 � I I I * -1 ,I ,I t I 11 � � ; z � � 11 � ? i . I � ; . I . ? � � i � . , � , . . , � � � i 11 4 5 i 4 � ! � i i I I � � i i 11 i !, I I f 1 4 i s I 11 � 11 � i I C> - � I 11 A .: '� i .2. cw I t .i � ! ,I .1. z �5 � I t 1 i .11 � -.I------ - L__v.1I1^_r14 0 . � Am i 4 -A aL " _____ -�-�--.",-.,-..t,Ll-��:t.1-11--l-�l-;-.-j. � . . _. , 7 1 1 !� I ,; ; � 'i . I � . - L_^10 I I fu "T-- . I � I � 11 --�-7--,-�-+"-------J--------�-,-L,�-",�,5-'----*--"--'----- --'-------,-.---�.i�-�-..--,--..----,----.-..,.---.-..----.-,.,.�-,---L-�'--Z�'-'---� --- �_ _--._",_._-_. ---,*---41---",--------------�-----,--,-,.�'. _.____i____.__ +___- ,-..---,, I EWR mul I.-rijA0 _+i 3 .1 _,.____--_--,-.r,---I-------,---..--� ---- �_______ - 1 7- r i 36 ____�_ I—— -�__ „_.� I �- ? 1�` � f . -, I -.1-�--.----�------,---If-----------�--,�,i��-----�,t,-- m I ? ; ? I t , I i i - I L i i I , I I I il : - � r 1� 1 4 11 - -� I I : jit 1 336" 1 � ,I I ; I I �, S i f 7. 1 . I "I I z i i I � ! z c 11. I f � ; i 1� I - I � i I i� 'L . I 4 � 11 I 11 � 11 X � !, I � ! i i I - I ? � "� 11 ? � I i � ; I 11 I � s I ; � 4 I .1 -1 1 - � � 1, i .� I T .1 , 11 i � � I I . 4 1 m 11 I I � I i t '� I �., " 1� .� L� � 11 i � -1 � !" i I ,I � I � i i . . s � � I I � � I i � 11 � � � T � i i � 4 � z I � � i i � . - i I A: I Z I 1. 1. 1 7 i : I I i .1 1. 11 I I ,I I -1 � � .� 1. Ic I � . i k " I I � ,I � I � i I I I � i . I i . I I 11 I � i � � 11 I I 11 I J i i i � � �, , k i i 11 � ., .1 i I I ; - � I i 1 .1 � 1; i �. � I z I 11 i i � ; � �' I- I i f I i . ..... I I I � J ! 11 _.______J-�-,__._,--_.--.,�-�--I-,---��--L----,--L-.-,- ---"-- - --�--.�------,:--.---�l------�-11-.---------', ___ I � ! , -I.-�--l-,----.-�-11�---�----,----�---,------- ______� . -----,,--f-.-�---------.--�--l-�-.1--,-----,-�-.,-��,!,--.��,---, - ---4- � I 71 _�_______. 11-11--l' , ----------�----�,-,----------�----------.�---,t------.-- --+-I------- -1 . v ; 3 .' I ,-:--,.---, ---4-----------4 -------------- ` -.1-1-111-11 3 4 ' - --"--,-.�-�..,-4.---,--------4---;-I-----.----,T"----,-",-"---, --,-�------111*--,�,--,-�-�--,-� ________ � ___-__4___________.. � i ,I ,I i -4--- __._1t__ . k A ! I "i ; C 11 . .11 � � 3 � i � ; � i i ; - 334 � 7 � . .. ! _. � I I , .I- I ; I 11 5 i I � � r I -, i I I �L 1, � . � '11 I . I _. I � i � . , � I" L I � , .�. - I � I � . � f. � '� I � I I I � � � "I ; � � ,f. : I I I i j 1� . I 1 11 4 i i i - . ; i � i . I I � 'i �, cm i ,I r i I I . !, � I � � ; I y I � I 11 I 11 k � x I I � .11 I I I il It i 11 i � il T ! � ; I � � ) � -I 1, I I � I ? .1 -1 I I -, - I . " "I , � � � r I ; 11 . I �. . 3 1 ! � ; I i , � i 7 11 17- z . i I I � i � - 0 __= - 9 � i i __+ t .j i I I I I _r u _A7 �?��]- D 0 - t- >__.__� GRAD I _�77_" I ( � 4 � ,I � � I � 4 1 1 1. � � I I i ? I e -1 I I I I I I I t r I � ! I i I " t i � , ,I I � 4 : I 1 3 . �� . ; .1, i � � z � i k" ; 11 .. � i 11 t ; I ,I i I I I I I � i 11 ! i 7 . ; 11 � � I" I _1 , I i I � � I , ___,.____, -"-,. ___ I I ; I I I i L . 11 I Z .k&_1____.;__ ___�,___ --..--,-.-, I..".--..---,,-�-L--,---,---�---,-,-"-'Z."+ __. ..' - _,______ ____."_1____1______ 15 11 . i L . -,---.--�,,�,L�--.---,-�-----..,-- cm I ! I . � � I i I -..-,.�----,L--..�----,-�l-..-.-�,�,-----.---.,i-,,,,,---..- _______1 I L._____,___ _ ,1_-__---_-T;1 - --.:�l---�X-1--l--,----------�--.-�---.�--�,�-.---�.-,�--;--,j,-,---,-.---,-,-l--%.------.-tl+-";� �--....--A----,"�.--��--�".-.-��,.;-�..,---,-.,..-.-�--l-�l:--."�---,--,,t-,4--,----,----�.,--��-�,--- 332 ��--�----------�_1--,"-�.."--,-.--L--A,.-.'--�'1--.--.--,:I'L--"---�"--'--- ____________,_____1_1 -1 11- 332 11 12 13 14 . 15 16 .17 18 19 L r1%ft I 0 1I LEGEND: ABBREVIATIONS - CL CENTERLINE INV INVERT SD STORM DRAIN . M MANHOLE I I CB CATCH BASIN - I � � . + . . a I I . . I . I � . . . JB JUNCTION BOX SMH SEWER MANHOLE . SCO SEWER CLEANOUT SDIVIH STORM DRAIN MANHOLE . EXIST EXISTING � ELEV ELEVATION � R/W RIGHT OF WAY I T.O.M. TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION I .1 351.8 I - - ) .. I 1. I . . � -.I,,,- . . I ,��,_ ..-.1--l" 'I, , . ,��' �,, , 11 � (,%�, � , , : 4 1_1" �, I , , � � SECTION DESIGNATION-. , _1.� /01 I • , , , k" I.. 1. FY }'1 - I - I S EXISTING SEWER PER CITY STANDARDS �_- . -1" " - �50,11�- + . , '. .7 _," , i:,,f, , 4... , - . , IT , , ,�,;, A� . - 1, I . . , , �.,A , �tl I 1� Ic 1-1 4 1� ; - . 4 1. Aw I ,t�l ) I . I SECTION LfMR I- - ,'.� W I 10, � I "'. I . , 1 _. 11 I ::: I. " 11� �0, ,,, k, , �, 0 -,;.' " , wt* EXISTING SEWER MANHOLE I �_ P �_._ � . 1"if' 41�_"�� 111% 'y( , .. - . � ,. 'i, 1: . � 1.�., A ,., G C. A , , i .,.: "I TT ,,, ix, I 14111�-: '-.-' -1, I 0 �. , 1. , ' I, 7 !�,, i � . � IT" I � ,�� I * I TYPE "A" PER C.O.B. STD. SW-4. L. . � � � IIIIIIIIIIIIII � IIIIIIIIIIIIII . , v � , I . 1� '? '1� " "., t- I . I - 1 5 - , ��'� 11 4, , " I ,,��,� ��'�, I'll � i , I k i ��_.`__, I ;� . � . " 2 T "� ..4 � � , .. � "LiLi .1, 11 '. ,v I jlil I I I .V . 13 ; -;;; , 144.1 1 `�, I EXISTING SEWER CI FANOUT I ; - .-, , f., �i ..� ,`,'; �� 4 , _ " 11 -� - I 0 SHEET MERE SECTION IS SHOW ,. "�� ,I _ I-'. 1, I _1� _�,` I I t " I i �. 1 "I , _! - ;ii. � � �� , - ,�, _1 I - , I � 11 V , I, 1 � 1. I., I , . � 4"". . I I IL , �- ,. .11 4. � PER C.O.B. STD. SW-6. + *Z , I I I - , I � Q , I w -� 11 "10, . ? I I . j 1. , ...... .,�, " _t- . - - I . I , " I � . I .- :1 ... 0 I 1. � 1", i,i -�, -�,� �� I I , � , � I fixp, .. ,, . ,,�,.�, --,�,` ,�, �, ''. ", ��:11. � 1, !,_ � 1V 7,� ,,�; " �.p � "'' "i " � I � - . .11 . . - - . `� 1 �, , t'_ ' - , . - - D EXISTING STORM DRAIN PER CITY STANDARDS "��';'�'_ f' "L�! -'�" , "'��4,' ",, �11_1�,, , , I . ,* , , i-4-, � .", , �. " I , , , � �-1,-,", , .-,,�,,, : p -, '�, ,v`,' I- "", � . 1,�_ '. :', I . ; . ''. , . I , '. " I� I:, � ]� ", _1 I .,`�;�, , �,J:? � I , �,,`-':! ,,,� :1 N - ..", --',�, , , , f e- ;, ..- I'�;,��,,�L","",�,��l-..-,.,..,-""., -, , . � __.",", ,j I I., $�;� � / �. p�- 1 - , ", __,,: I _.�T 1. "w - . , EXISTING STORM DRAIN NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" 1, , i � . eN,4' _1 i", , ,N�z . 01 I �11 1 " 't 10 kJO - 0 I I % ,"I , N I I � , � :� I _ �JL �k� ' .1 4�1 � ___., " I 1 , f kl� 0,0� .'11� . . .-p 1'/"� I - � , - - , w 1. A h, I -C.,- - MANHOLE TYPE "A" PER C.O.B. STD. SW-4 WITH 3.51 OPENINGS PER C.O.B. STD. D-14. I 41 , '_"'� -, � ,Algol ..... - Q � I r ,f 14 1 Z�_ ` ' , 1 . 33' ��'N A 1 V . 61 � , % 1! I- 1 �� , I .1 4 I .I u- I I 'Al ,4 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS ? -F, , . I v - I .. � %,. .. - � , CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. I I 0 I.-T .11 . � TYPE "A" PER C.O.B. STD. D-14. . rl�" "I'', �� - 0 , - , - - , .� 4 1 "I _ -, 4 tl w � -, - - , " 1 06 , I I . , I � � I I 1. I I I - J� - 11 " /(/t - I I I . 14ECORD DR- 0 'ING�' , v � ., UNIT ME 11 LENGTH L1 <1\4 26.32' ,_ 10 . � %p z o 1 m ! J 1+, n v`- M w I -ly • n- � 0 I N � r- 1 f o- ti4OOx ff) t -t' Q I �-t Q x0O' 'P ,: go- �Q O �w r-- ° Q 13 Z , w o r- Q >0� . y �";w N Q ,riJ g-�-4 o� sal \,�• O� �� I pZ 1 ±z 12 � � 'P coq O oz 1 �,-n I .ccn � ,sQx s.__� QX cn� 0 < QX '�� r-- W cn � , - - ac W � -- w F - O 0) .j _i Q �LL�--__ Z ' C '"" <=) Q 2 `� fr m ((�� V'n z I-- --- 11+00 - -- 13 ---� _ - ,-, I I ... � No3'20'45 "W .,.�....� � INTERSECTION /B.C. N00 °30'121 RAD. o v- colz 1� z If �?� , UNIT 8 1 114- 14 l000,d- a0 N it pn w u (j I-I z-' 44- 06q4- Q9 ZJ 1 0 I � -j ui c _.,,,i !I W F-- -' �- ~ f--- �-`�0D � � 1-::0" t-_ � I U-) N �`�? p •J _.1 O -J _ --W o �" w O s( � k- r 1 N o. w v L }w o - 0 o �Y o 0 o F` o o -- I 9 16 J o o W o �� NJZ .w Z ...�13 1 11 .w� 9 o CD I i Q 2 10 •W Z S 7 0 �t Q ro //'Q'+�// r7 /N<�t/ Q V N t1� (w� po < I w � l r7 Q M & I ,,) Q I _.I � (}Q� I Q U t/� n Q I .... � A 8 � � � � 01-11 I LL_ I 1._lf M w w z VU _ ofl- w w LL �� 6i � "� n Q I 7 I Vi Ld o w ,.,-� w �' rn m co . w I oo I w P► � 9 I w I 0 w w W , C% o� w , .. of �'`� N < r-- �!' K3 M Liw op !- < op t-- OR co E- F= o - ~ of to d• pp f-- ^ 6 r,, W W I w I co ¢ u-� Q co Q w ui � i + Q �' -' < tV V ,,,� °O• <[ 0 °-!es , Q Lo Lo r� < ap vo r-- ap r-- op F-- co r- I� W OU o0 I-• r Q� N -¢__ CD N `i 1'� � -� N ccoc>� w o N U J � Q N _<_I ±z N_Z N_Z (n NN -� Z -I-C �' m +-j- Lc) ---;7 � ty + �-t o F- I ,r-- � I v- � I-- .._. r U, F--OW Z I F` I r z .- W � F=- w V-© r-- . r r � i= "'�„ 0 =7 -1- - _ I 1-- z z -I- c� cn cn 1 . cn F` Q ~ Q 1 z to I F ' . to I '"' t= r =- F=- I i - Q x 1 Q X �t ;� ¢ Q cn zo cn I X I Q "-' � , Q u' , - �[¢ Q X � ¢ a, Q ,< U) U) I . c= A IF- w r-.- W W X F-- F-- X w X E... x �-l-- r--- w ! x �-- H- F- W I t4 Q x Q I _ I cn cn cn w to cn � w R � ,w t/ w � l cncn cn � W to V) cn t- r-`- w F-- w � X LLJ t/ cn cn cn I --ll -r -_ __ r...� - -- -- -- -- -- __ - _- -- _ -_ - -- . r -- SEE DETAIL A ' MATCHLINE 1 - 12 +00 1 1 No0 55 2 E EX. 8 SEWER s 280.08 N00'S5'21 "E E 8 » SEWER 264.06' SEE SHEET 16 ' -IIIIIIIIIIIIIIIIIII' --� - _ ' - - . - ---� -- - - - --I - - _ - S - _ - STA. 18 +00.00 s SEWER 2 ?8.63 _ _ - _ _ EX. 8 - -NO . D 14 +0o D 5 +0» - - 1 +ao - - 0 17+ - - -- T 0 55 21 E 24 DRAIN IIIIIIIIIIIIIIIIIIIIIIIIIIII, L1 552.49 - rl� -l-- I I W I - -- - w W TA. 11+32.41, C.L. WHITE ALDER AVE.= _ _ L,, �" _ - - - - - - - - co `�� ` _ _ _ _ T _ _ d• cn i TA. 10 +50.60, C.L. YELLOW LUPINE DR. / w G; it J / w w > . i INTERSECTION oo EXIST. STORM DRAIN M.H. NO. 14 °� °p ' LANDSCAPE «, cn Q �'' STA. 12 +84.4$, C•L V�-iITE ALDER AVE. =I ,� I ,� w w STA. 12 +94.91 C.L. 5.00RT. I LOT fir- V � w- Z 00 o STA. 10 +00.00, BEACH ASTER DR. wv" w m I w 34 - - - - - ---t rn 0 8 + 1 7 z cc w Q + i 5 33 r r r 00 1 o r 1 18 I -18' 1 1 I 18' 18' I 1 I Z C3 Q I I 1 -.•-I 7 1 � _' c-� c.,.; v 30' 30' I 6 I m w 14 18' -- �'• -- -- -- -- -- -- -- -- -- -- 30' 30' CJ J 30' 30' Z w6 BEACH ASTER DRIVE °' SEE SHEET 9ECKERBL01 DRIVE SEE SHEET 8 U N I T 8 YELLOW LUPINE DRIVE ° L SEE SHEET 10 M o + w a" - ¢¢ F- F--- U) CIO U N I T 11 LIFE TABLE ME BEARNG LENGTH L1 N89'04'39 "W 26.32' UNIT 10 WHITE ALDER A (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL . 7"m - - ---I - ------------- VENUE _ ,..._,., - -, .., _.,- ....,.,,...,.,,.:. -__,. _...<..,,.., ,-, _ . �. ._. _ _, .. _._. __. _.r_... .. . ..:...... ... .<.,<,.. >_ . ,.:..,... � _ . _. - _ f• - k 11 e -- �,.nv...:. -- - -- _.._, �.v.._,M. �,_.,.-_.._.,---_,.__ ,- _-- ..,,_- ��_.,.__,:,,_.:_�, -- :_ _ ,.___,�. .. "zM 62 362 1 f 1 F 3 EXISTING 552.49 OF 24 RJG -RC -0.111 t z . 11 3. I s s = T T t i i t s L 3 i i i i _ , i t j i i } w.. t_ �__..._ w .. -w -_. _.�..F _ _:. -t._- a 360 11 I _. _.._ ,- ,__.__,. 360 i µ: t_ t p a } , I NOTE. 3 Z l i i f } s ; r t 11 X. t < S F S - t 1 x S f L S t t t �i AIN i _ TORM DR { i SEWER & S I _ _�_.w.. u.K... , _. _,,.... _,. __ _, _ _KA.__._.. ._fr.. ALL EXISTING _ ,..� ,_--- ,..�.__.,.,_ ,.__ - _- ____- ._,�__ X.,- _n.._�, . 58 3 ' • �z w __ _ __,.a..., _... w t 3 i w LLS S i i S i 9 c i "I r uIANHOLES ARE TO BE ADJUSTED TO i { FINISH GRADE UNLESS OTHERWISE NOTED. I N r z t r li ...¢.:.0 ..q..,, E l i ,. y j) , < I 3 'a. ... n- ... :3 -'sS�� ... _ . .. _ _ ..,.,........_,_ °...,_.ate._,.._ . .....:........ ... .. ...,,.,,,,..a,...'�«.,:,n ,._. .,g.,,....<_.. r y«,._,... ,,, �...,.*..,,.,.a...,....{..,,,.. „ ,.,,, .....,._..- ,�:. -. ..-, . , Y i ? _ { ..._.,.,.. «.....,.... O • f } -k „' Y } r ., F } .. v_ .. J w S 1. 356 I I .. Sri s x ` � ' i - 3 t a 3 3 A i A 11 f d' � , ; } 0 � o 1. I i ; i { i i i j • k 7 ¢ i r• M T o fi s x . t F 3 t t ; I I 1 � W a f I ,.<,.,.. _.,. 1-..-. _,.ed.- ,,.,.,.>,.,,._.rr,., -. «. ......_..n... ..:...... ......_..: ,...__,.. ,,,E._..r<a,..._,..,.._....,..,....-..-......,. .r..r,.,.N....,.. >,.>,.......w. :,._., r- .....''��._., i S p .,_ .�...,_...._...._..,- ...._..>- ..-....� -,.r.. ... «„- .c ...._<. -_ ,.y.. - -. w,._. p, �.,..,_,. .r-- m.r.,- ,._......,......,w. -f .,,.. _... .,- ..,< --. ,-a .e v>:� I t ._ 4 �.:� ___ __�. �. r.,_ _�, _,: _ . 11 ,I t = _.. __..p_.._.n_.- ._ _`.x -- ..._ .__. r.�__�,._.� _,_.y. ,._.a._�_.__. y _. �, _ r_, . t 354 ..�_,� ._- __,._. _ 354 1 ,I _ s cn W W f I" � . I �---" �� .j ao r f F = i ; ) t • ; W W S ' f f S C -• E I •.�• R...q } k C- i f u, - _ APPROXIMATE FINISHED 4• ? D D �-- I 1, s ! t i - ._ ,x... ,.._ .., o�.. -- ..- ,,..-- ,.,.,.- - .-,,,- -, -- ....... ............._,... .,..,.__....,,- ,,I,,....- ,_<.,, -- ,,r.....,.<... -, ...- e.,.<,_..,..,...,.r.,.- ..._...w ., .. a- 3-- ..-,.. '^,.^'t 11 ' _. .. k X , _. -_,_ .. - ,,.,____.,.. �_ .A�b7I�iitC < <> _ _ .. z >.. ..._M 3 ,._ r _ _ b,T -:j q 11 . o _ __.�__ ��.. _ - 35 2 352 £ f �O • .j _ d • ( i t ; ? j ..°-�� -- - {- - ..._E.• --. �_ _� �_ }7 S 11 11 1. ;£> c ` i I VV i i z { i • n t -�- •'--- -y ' E i t ' F ` i i i t z 1. p -1 t i , a t T x I .. .--- -.,,., _,...,, .,,....._... ,_.., ,.,..- K- 1 14 .. ,... -� ,.»....- ,,..... -. -..>..,. .�...,,,.- ..:- .,w.-- ,.,.,...... n,...... .,,,_ -. t- ..,._>,,.. - -_ sue..._,. �....._,.,,�.,.,..,:.,�.,. -.<, ...,, -.. ,...- „_,......_..._..,, .__,...:_ ......:.......��,..,,.......•�• 11 - _ 50 350 ; t .. ...... :........,- ....4..,,. +.,d,..�., ..,. -. k- ,..,:,_.•...,_...a.,.,, w......_.... -:z. „-- ....,... -, : ,.,. ;:..,,.__...,...,,+...- ,..,<,.. },.«..a...,�...,,..,,.. .., .®e,.: _....,>p..,,.- ......,. •. ;r x , . .�.,, , ,.,..,....:.s..,,.,_..,..,„.v., - +,.,__...,..,....: -, -° j i - - .f 11 I .1 -' `t i a i i �+ - t i - j, i i e } S t 11 ` 3 # 4 b F i g # 3'• O # J i j i 3 p f 1 3 I 11 F 3 -1 ! . '� t 2 i S 3 ) 'i 1 , 4 a > i i + , I .. , r _C t 348 - j _ _,- _ _� _ . _. n _. ; i, 1 F ? 3 1 1 7 j Y �" - ! -- t - i- - 1 t i , a a L j= 3 'S I .. .....,,.. S ,_.,_,.,.,».,.,,. - ,+,._,..: ��_,.,.,, - .,- •..k -� ,..«,,..._. k- .. «,._. -_ ... , -...,, .,,..«... -._,. ,_,:... _.. v..e,....,_. „1 346 s t _ � e t 1 I 11 "• j 3 t E z S } i e r } s - - ? - - 11 - _ T - t - - a - i - - - 3 - - - f k 5 4 e j t = 1 I t f i i { i 3 -- _. - __ i }' t f i 7 2 ; I 11 I y i i t -' „ s _ i I i - , .........,w..,.e._......,- ...,n........- .._._,:.._.,.,,,. ..,.,...�..._,..,..�., -..-.- �...,- •.�'n...,.:,- ._.,.,3__._:«r._...._m .,,...�.<,,..,,.,,.,- ,q,- >..,.,,,Y.. _.,, ,..,..«j_., -,------,,j-- -------- ,.....:i..,,,. ,_.x.i....... a , i I 44 i , P»..,._...... ...,, N.,. .. � .....,�..xx..��.�„_.._,_:.�.,x. _....- .,»,.�m.x....__ ,.,_._..,. �....<,,,, r.. a.. �._,.. �,...... �,:_. �.., �.,_.. �,___.... w>«,. ..,-- ,....._._,..�__...,_.,,..e < ��.....,�.� - ..;,.�......,..r_.Y..,_ __a_,..,,�..� � .� ., _,„�, .,�,, x,;,..� --.t �"� D I� 344 - , - N I It r �' S E Q f a = ! ? i y S ff tt T� v�/�{.y�■�■r� t 1, i + i 5 t F -t : I µ1 - F Y Y i � ) .I •• 11 k v: i -1 3 4 ". . - i � ` [ S w i j � `' i 3 S ` i I .i i. _ f �.�� 3 F i } 3 L e S F f i . , .... . «,.,., >...... „ w .,.,.,,.+.„ ..............,> -... r ,..., ...,_...«... ......._, -:.._. 2 j-- -__i�� d } .. �__ -:-,,, o w. a _--A ,:w. w. .....,+..._:,.,- _�....:..,.�,,. w,,., •,- ,:.., --i- -- ,. . -,- 5. 3 k I -,. ..._..,:F,°... ...,,.. .,.,.,+, _, .,f.....,_,_....._._.....�..._. ._„ R.,.- _._. .............._ _...�,..s..,_,..,...,.,.<., .yam,,..- ,¢,..,_<„w .,.... ....:...1._ -. „1, e E ^.� _N _ ,. .v___ - � �.. r_+ _ �..__, �._,__ ___., _ ._ _ �.�.._ °.-4 -- �.__ _ .__ - ,.�._ . r,� � t 342 342 .. ,. _4y I N z d ,,, 1 INERT 8" WER --- k ---_ . 3 I F �--- - ______ _.._ - �y 11 s M a a I m F 4 INVERT 8' SEWER 1 : t 1 -- --- - r s S w t t f W Mu n,.a i ,, ._..w,....,•..-- _.,.. -,, ..s.,,w,_wr...,r -- • „r rn.u,. :� 3 - t 2 _: .. .. ,+,..._e.- ,> .._,, - -m_,_ - _,- ,... --., _.,,._ >..«....,..r,r...:...._.._, ,,- ._ «,:..r. -n 111-- ......n_.+ .. ,-- w++,.+ m�i.,, v t, ..,,.;rr . I ... __ .,..,.,.v...1 n . x..., w..t,.n_ - t „ _. n t t I i ` e + 340 ;., �,�. r a. , � t d• x - 3 - N t 3 11 �Y I IN RT 8 S IIIIER. .11 . i � t i E 3 � ( i 4 F ' 11 w w i 1 s f t % z I 3 - 3 f ? _ ._... ,. ,.. S ..._,y.._ >... .. .....w,..a _«..,,.... . f .•.,,,.w...d_. ..,w ,..,, . I� _ �_v _ _.w., _,..__..,: _n._ __ _. 338 I .. _.,.. � . :...........m,. '. ,....- ,.,- ..,.__ter.....,.' ..,..,.- ,.,.�.._...,:w.......•- 1. _ _�,_u _ _ a. , _ _.. { 3 ,. Z V N f F s 10 z O --1 ; t --� , 11 11 . l S r < 3 i y s 5 d /^mow �/'�• ? I 3 i 2 i 7 E_. . l i ' e ` �• x L ? : t i I 3 a., Lo I K L • ! t 3 t l L V it t _ i �! V x t i f i w i ` �/�/ Q 3 �i _m..._.....� ..._ <,....:..w,._....,,.. z..,,.._..,.._.. _._....._r•..• - ..,,....T...<,_.,,. >._... ..,,,•.._+..- ,._..,..„..... ,__.,_-,.,,,.>.........._.... z�,.,-,-..._,,.:.,.<-:<.,,..,.. a..:.<.,_- ,. «.....,_,- ....,.,.. ,. ...,......_,,,- ,.,:,.._.....�_. .- ,+_-._:.._,,. -_ o i F ... , -- - .,V.._.- ._,.,-,_,-..,,,....._.....,.,..._,.- it.... n.,......,.__..-... ..+.....°..,,- _».•d.,._,,: -,,.- n ,-- .:Y}..,.., ,,, .,.., - ,» .- ..,.<- .....,.. «_..,,,_ «•.F, -. ; ALL_ �.,_ ,.�., ,.,,.t;.r. _� +....,.,,.._.,.__,`.....> ,.,.._... ..._,.,....>._. -.,,> _........_- .» -.... _, ..-.. ,.�....,....- _-.. -, r,..,.,,.. »__...- ....s.,, ..,...x<_,y.,._,- ........_._ _..•;•,... -... - ,.,. _ ,...y.,.. ._:. _ ?�,....,. i� 11 ,. «- __.- .....'... .....,._..r._,>_,_. �.>......_,,.....,.._..,..._ _ ....,,.�.,�._.,- ....,.4._..�,- :,.. -. - ..,- ._._.,+ .,...�._,,._.._..,..,.... - ,,.r._..� �,_•_.....,,__..- ....}.,.�,� -._. £ { „`� z t i j w . f i 3 i 33 cj pt) 336 ' ,r+��y� c� It � r a � N � i 3 /y�j�, � i � � o ;s;2.:: a �y =• _t i x 3 i i tL d- d" ! f 3 i ` i ? L)! `V � 4 3 i S # + y i W > . 3 r i c�.r�. • ! r - r i 5 } W .� + t s W i F W r 1 ; ) t L(i to i i z + �. e,� s i t i i ° j 3 • s i t LLJ 2 _ ? .._ ._.�........,,.,n<- .,..,....,•, . >,..- •,.... °_...,..>. -. ,_„_-.-,....-,,...,..,..,,.,._-,-.,...,+ t-...._,.,,-:..,>..,,•.....-,......_. W._-.,.,& M•,._-.-..,_.--...........,.,,.._-, vx... .,_<,..,.,,.._,..._<.._:.,..,., . :_..y.._.:.......,.....,... -,_. -,,, --A334 i W f ,.�...., :. , . i . , . 334 v..� _. ; � A , ,� _ �= r w 1. s p "I W s i W i t j $ X +� 2 s. �.:. r i i r E t t { � S Q i '4W V) i ! 1 S i / !1 F i i i i Z i . ! A .. , F i Q F- S 1. .Y i t _ 4 i , X � ; t t i i ' t x 3 i i. t a 4 j i t t % ` X } t ; ! _.....::,..- °, t,� x .,.,...,.�....�.....,. .,.- - >. ...,e,... ....,...,... .,,..._,,...w.F.:.+..>..,,.>..- { ,......,�.�.. ....» «. �,�,.,,m,....,..,_ ,-- ,.....,_ ---- ,.�..- ,a,._- - �>..._.x.,,..,.,.:,, ,.. ,...,.....»... I b. < _ _ . M..,.___._- _. - . r. . _ _�- _ _.1M 1.332 332 ` - I i �. E ISTING 2Z'78.63 LF OF 8 S WER 0.35% _ EXI TiNG 28 ` O8 LF 0 8 SE R -0. • 1 5� I EXISTING 264 06 OF 8 SEWER 0. 5 0 F - t 7 i ' t ? 3 •s k 11 t S i £ n .< f ! t ! S 3 ?, i- ! j I i 4 3 11 :r } f t i S i i 3 t R f i 3 i i { S i ? [ ..,. .>. .,. a..1� ,,.. ,w<.,.,,,,.: , . ,._,,.,.,. „ sn+......,., Y ...................,,.+_._.,_..... n,.......«,.......,<...,:.,...,... +.......+t-.,.,,,.,...w.:..r.,. .- ...,._•>..n.u�.w ,.:.+,,..,...,,.. :.,w..,_... . �' 3 I ,......._,..._. .,,..o_...>.r i,_..,., ,,..- ._x.,,:.w�x_. -, �.....G....,- __,.,y.,.. ._,... s.. n,.....-...-.>„S n....,- „-- .....,..�,.<., +:.,..r .........:,:.._,.. .:......:.......:.. ....- .,. +...- w.w..,.,.,._,,..i. .w_n.,,.o.. ,.... :r-, „w, ,. rm .. ,.. ., I i + i i e y S i , .. _.._. _ _ , , r .. .. ._ , .e..:.:......- ._.,>- ...a- ..w_.. . .+,.w,��__. -w.+.. .rr...:..., r' _.-- ..� ..............r % n+ x�r. �. w�a.,., u,..;,,.,,.._... w,.»,: 1�.<.. n:,...... �., c.,.._._.- r- .,...�.a+>..- .,, «...+v,,... _ _. '' , ,.� r,,, n.:.. a}:. v-, r. �.._ n_+,._ w..-.=..... .mna.- �I,._...�:w;.,..xv..v+,.: . a.-_ v, v-_,. 4<,., er....,-,<. �.,. n+ c.....-,•.._,. �. rnF,.+•-.,.. i,,.. r_ v�- r. � .<.- e.�a- ..�.�.. %�..r..n.,..,.. n,.-> .: ...... ....... -saJr t .w...r,....r ......4 u...,n.._..-...w..a-,..evs.,w_+a.r..- 330 2._..:_.,._.- �.. �. 4_v �.., �. �:{... �N�....,,, �._,._. �u__,_.,~ t,. � .��_,.��,_.,_.r�.��_�,..:._,.. __� 1 1 18 10 11 12 13 14 15 6 7 1 1 LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN M H MANHOLE CB CATCH BASIN JB JUNCTION BOX SM H SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION . R /W RIGHT OF WAY 351.9 T•O•M' TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION - • S EXISTING SEWER PER CITY STANDARDS SECTION DESIGNATION: SECTION LETTER is EXISTING SEWER MANHOLE A TYPE "A" PER C.O.B. STD. SW -4. _ . _ _ .. h 2 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. SW -6. -- D EXISTING STORM DRAIN PER CITY STANDARDS �p EXISTING STORM DRAIN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" MANHOLE TYPE "A" PER C.O.B. STD. SW -4 WITH 3.5' OPENINGS PER C.O.B. STD. D -14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CONSTRUCT CATCH BASIN UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. STD. D -14. W w (f) 00 w EXIST. SEWER MANHOLE N0. 46 ( �-- STA. 12 +85.44, C.L. 5.00LT.= STA. 12 +85.39, SEWER - - - - - N89'29'48 "W - - 1.0) EX. 8" SEWER S I _ - EX. 18" DRAIN . _ L2 z o 1 m ! w 1+, n v`- M w t- it V) N Co') I w w wo X 0 Li I I F i 15 1 1 -- I STA. 12 +70.13, 32.23LT. I (EXISTING LATERAL) �---- REMOVE EXISTING 18° STORM DRAIN 14 1 --- �- CATCH BASIN N0. 14 STA. 12 +96.67, C.L. 18.00LT. NORMAL F.L. ELEV.= 349.82 DEPRESSED F.L. ELEV.= 349.65 END OF PIPE I STA. 12 +96.67, C.L. 18-421-T. INV. ELEV. 345.32 18° W �---- INSTALL NEW 18" STORM DRAIN N84'46'59 "W 23.48' i STA. 13 +22.87, 31.001-T. (EXISTING LATERAL) 13 DETAIL rA"I SCALE: i° = 20' 15 ii,.,O ,, /5 --�IIIIII,i � 1. A - . "Ir I , L .:._ a j p` ,,��,,�,,,. , � , '' I I i� ra _ ',+, a 0 1 n IIII.-M � Q d- O Z op 0 O � z 1 I Q-1 W U � W pd = w � © .--. -.I v- q. W C0 O E O w '`-' N fr W y Q m t" v re) C) W M I "' `o Lb - (d o- �� x Ao 10 A 0, -/ . O& opoo 01- - - A 4.. on? 24,t -, If ,1. � . ° ElGOR s - ,�,,- �..'. '� ,, y D F t #R 4: ,.�.. ..J .� ia, - ..i .x L. I n 0) IT-1 0 O N to � O 0 z L!cl�j > 0 $: m m p j ts f 5 lrq - q�� % * qw ---I, b/ .IIIIIIIIIIIIII` :� > U v Q �� iii m cn Q N w • t- Co') V = Q m Q .- apl% ct'� 13 Z , w 0 FMN04 < co D g-�-4 W z Z ;004 Me -j W C, I 1 CD Z > a r(✓4 IF I 1 m cz c...�) 0 < L 1r F - ac W � CU w F - O 0) .j _i Q �LL�--__ Z ' C '"" <=) Q 2 Cmm fr m ((�� V'n z I-- C:d um Z 3: � + a) (a) �� o .,.�....� J Q � .. o v- colz 1� z � M v- C..-D < ,-^ VI L,il 1 J m :3 Q o Q W (n M�- ) ' 2W (f) `< ��- 7W L - a l/-') =i O t.d. --j a- © O W 11_ I-- �-- m -) Q (/) C) (D Q 0 (-4 oo O CD �- W I W Lc) I 0) � r T LL O r 8 .'� 1 5ffi'+a01 V.• /I /l, - e'llp q 11 I � � 004 1 1 I - . " . . I 04 Q N • t- Co') V = Q m it .- apl% ct'� 13 Z , w 0 FMN04 < co D g-�-4 z Z ;004 Me -j W C, I 1 CD Z > a r(✓4 IF I 1 :R <. M cz c...�) 0 < L 1r F - ac W � CU w F - O 0) .j Ca Z ' C '"" <=) Q 2 Cmm fr m 0wI�m C:d um Z 3: � + a) (a) 300 .,.�....� J Q � .. o v- colz 1� z � M v- C..-D < M o 1 J m :3 Q o Q W I W Lc) I 0) � r T LL O r 8 .'� 1 5ffi'+a01 V.• /I /l, - e'llp q 11 I � � 004 1 1 I - . " . . I EX. STROM DRAIN EASEMENT U N I T 7 PER DOC. NO. 0206001828, c> DATED 01/04/2006, O.R. UNIT 8 C> C> 0 C5 F-: C> m cm" viof C>r-,,,4- d �-: _j __j 4 C> C) Lo w Ld C) M to Lo o6 z: _j 00 8 0 _j�� _j '46-7 13 0 __j ui w F-� F--: ( B I __j CD o W I I I w C> a du) m * (D CD CD __j _3 uix __j -CC I = C:) CD CD CD CD < v CD 0 UJ CD m CD C) CD CD j CD r_�Lo C> CD CD M CD CD _j . ........ . ....... m C) CD CD 0 _j __j < ui CD __j -z:o" :c c> CD CD 0 F 6 6 Z Gi CD CD CD CD _j 4 >: u--Jj CD 7 5 4 3 2 jw 12 7 F 5 11 I V-)< 10 90� vo < -Z .--j z: ------ 0 ro < -�; ___4 CD CD __j _j 2 cw 19 1 1 3 I of wiro- I w 4 < r"') < n < ff dcs I __j __j LU PO< (n LL_ < < < < 0 cn __j __j Lo C) co 06Lj 06 1 Qf M _or_ w + + _Q� ro < 00 bi _n1l < - of C) < ff� F- ro F- to F_ M Ltj 00 LLJ 00 LIJ 06LJJ < <c < V_ . U-) 00 Lli Li ols 0c) LLJ �i�jn 00 Ld _j < < n �- c) U: LLJ pr) F- W 0)00 ool__ C/) q- -.0- 00 Ld 00 LLJ 00 LLJ r__ co 00 _Qf LC) u-j i LLJ c*4 CN 0c) F- 00 LLj 00 LLj 00 Ld LLJ �- C> _j c> 00 00 �- C) LLJ 00 c; L6 < U) + (n < w r- r-l� mk C,� < 0c) 00 F- 00 + + + L6 _j u� < (zi < L0 _j < < 90 Z:L.LJ + + + U) + (D L0 to C) Qo Cr LU < r_� < c� < w _j C,� < _uj 00 Z: 0000 + (D + CD L0 _j _j I j CD C) 00 r_� < C_� < -: 00 . V_ V_ (:3)2: FU- C-4 -:C LLJ + cy) 14- 0') ev ;;t _j _j .J 00 LLJ CD + + + + + 0 + 0 < cy) 0) C�4 + V) T_ T_ I + 0 F- C:):27- + 0 < x C-4 2: CN 110 71 z: + CD + 0 + Lu + + Q0 + 0 + CD +co V_ cy) 2-, + 0 + 0 m V) F- F= F- p= po 7, ui V)(/) I C) I U) p:: CN F_ Loc) 7� L0 Z: 7 C/) < (f) I C4 !wu U) co co 00 z: ui < < -: T< V) F-- Li F-: V) 04 C4 cq cl*4 < Lu Ljj < V) X F- Lj X CIO \p- V) z: 5 In U) _ce _ce cf) V) . (/-) < V) (f) C-4 F- LLJ LoU V) X C, .60 (j) -CT, X X 4 F- <c X U) F-: :2 V) U) F- LLJ < '2- X I I F- Ljj LLJ Lj < F- Lj -.q-x I <- W V) X V) V) X 5- < F- LLj x X < 5;z V) LLJ LLJ LLJ LjLj < L.Lj F- L.Ij Lij Ll-Z, LJ Lu V) cn X 14F Lj-j Ir L4 Ll EX. 81SEWER NOO*55p2l"E EX. 8" SEWER 282.51 nRAIMX-..,A 1 9 _%!C� �11�1 x , i 1_1 - - __q I [IV v Jj /_ 1 r_ r-A. 0 yml/ .011 Kin I LZ q Q CF, __22+00 N %121"E D EX. 24" DRAI N 6-0--;5- _lfX_ - 2419 DRAW 237.80 _7 < cr_ En a co co 9 ww z: 0 _j 1 6 CONEFLOWER DRIVE mu SEE SHEET 7 0 m a F= .4- c) 6 C5 + + co C) ry CD C> 5\", m C) C) __j ro < __j cr;Lu m cr�pj CDF- of CD�- < < _j 25 c6_j CD a-) + CD:m ui + CD + CD Qo M:R: m 261 C32: 27, 2 8 0+0 z: CD= < 5z <c X >< Cf) F- L.Lj Lj F- Lj X V),__-- L.Lj M U-) C/)--,- 25 + En co <* x �_ U N I T 8 Lu V) LINE TABLE I UNE BEAFUNG LENGTH, Ll NOO"55'21"E 75.45 1 L2 N00055121"E 79.53' L3 N83*03'10"W I-N67*29'15"W 13.49 9 L4 CD C�1_1 25.52 It L5 N28*5454*W 45.921 L6 rN38"03139"E I 37.8,'V L �. %j IN LDJ.LL v %j%j /-I L s -A. 0 3LVVLK --25400 _Q NO*55121"E EX.- 18" DRAIN p 5: 1 J L3 JA STA. 21+17-32, C.L. 5.00RT. U 18" DRAIN 0 V) _j __j REMOVE EXISTING d CN < co CD C�1_1 < T_ or) __j C) C) C) -cr_ < Lo F-: Lo < CD C> C) ul 14 C) C) + CD m 0) __j 00 ff") < to 06 < cq __j < ui V) 0 uj z: _j '�ZL X :z L.Lj + u� J z LLJ Of V_ 04 < U- 29 00 a V_ 00 m 6 -4 V lA_ Of Q cn < V) + 7A 11 oo < 00 16 Q c) lll� < :XiE __j m <m L.1 I ix 0 :z F-: 31 32 Z LLI Q (f) ow + CD L �. %j IN LDJ.LL v %j%j /-I L s -A. 0 3LVVLK --25400 _Q NO*55121"E EX.- 18" DRAIN 1_�90*55121"E EX. C SEW 270.081 1 '18"E cE I N03728' -S EXX_q 8 SEWER 154-56' FA-1-1 - - - ==== � 4L50' D_ r _D D 30-+'oo 530.00 31-+Iro U) p 5: 1 J LANDSCAPE I STA. 21+17-32, C.L. 5.00RT. U N I T 6 0 V) _j __j REMOVE EXISTING d CN co REMOVE EXISTING < z LANDSCAPE C-5 CD ar_ CD (D CD i.u:z CD CD -T- CD CD C> C) ul 14 v*) M LOT 0) __j 00 ff") < oi < z: a __j < ui V) 1") IV) oj co 0) CD ci '7 < Qf c5w Of d Po < _Q� 6w cr:r W cn n:D 00 a V_ 00 m Of Q cn + < 0+0 14, , F- < 15 oo < 00 16 Q c) ,4- < __j m <m L.1 I ix 0 :z F-: 31 32 Z LLI Q (f) +CD + CD U") M 1 +C5 __j P F- cr_ C4LLJ af I En cn V) z: c-4 Fz mc:) :4j-_ m Pe�;---\ N-) -_j C> :c C> w nLo < 57< L.Lj U) x X -cc C-3 < >< C-4 C-4 F-- u, V) -.,ci < .:2 62 I U ;!!� W CL 0 uj C) 2: F-_ Lj LLj u� LLj v), _j E.9i V) z m co J < U N I T ezol En w L.Li LLj C) LLI BOTTLEBRUSH DRIVE < 57< Uj V)(/) F- Lj 0 r-_ 7 0 ec; Lo C:) SEE SHEET 6 CATCH BASIN NO. 6 INSTALL NEW 18" RGJ-RCP. + U) pol uic; m U*) STA. 21+15.91, C.L. 18.00RT. NORMAL F.L. ELEV. 349-67 U N I T 7 V) cn C:)C:> + + -.4- C:) w ci 0.14- �- + DEPRESSED F.L. ELEV. 349.50 NECESSARY. X I— " %_ ui <* <* 00 F- v N, X �- F- U)cn 28 cn X 1_�90*55121"E EX. C SEW 270.081 1 '18"E cE I N03728' -S EXX_q 8 SEWER 154-56' FA-1-1 - - - ==== � 4L50' D_ r _D D 30-+'oo 530.00 31-+Iro U) p 5: 1 J LANDSCAPE I STA. 21+17-32, C.L. 5.00RT. U N I T 6 V) _j d REMOVE EXISTING d CN co REMOVE EXISTING < z CO + + w ui w 43 n Lo i.u:z 15 -T- CD CD C> C) ul 14 v*) M En 0 F: w + CD 33 z: a . rloo coo _T: C) C=) K) 1") IV) oj co 0) CD CD CD ::g Lci r1l T-- Lo __j Lu --i z __j m I F-: 13 CD u' ` X Lli LAJ A __j -T-- Of Q cn Lu C_� 1--_`1 Gl) UF-) oz 12 ff)< I < rl-_ U DRIVE LEMON LY CF) Lj t,)-j Lj < Z LLI Q (f) _j __j _cr_ 00 Ljj oo�-- 00 LAJ OW__ jr c) c) LL: _a_, < 00 Llj a _j M rz, cr_ C4LLJ 114-0) Ov co + + -r + U3 c-0 < w 00 U--)�- .-< 1-bi cr_ U-) F- W 4 * Pe�;---\ N-) -_j 007, w nLo cn < a) 7- + CD (n C-4 C-4 F-- u, V) -.,ci < .:2 62 I U ;!!� W CL 0 uj C) 2: + (-D PO rr) C) I-0 x X �_ 1— uj (n U) E.9i V) z m co U) U N I T ezol En w L.Li LLj LLI X LLJ < 57< Uj V)(/) F- Lj co CATCH BASIN NO. 6 INSTALL NEW 18" RGJ-RCP. 1_�90*55121"E EX. C SEW 270.081 1 '18"E cE I N03728' -S EXX_q 8 SEWER 154-56' FA-1-1 - - - ==== � 4L50' D_ r _D D 30-+'oo 530.00 31-+Iro U) p 5: 1 J LANDSCAPE I STA. 21+17-32, C.L. 5.00RT. w LOT V) _j SEE SHEET 5 REMOVE EXISTING d CN co REMOVE EXISTING < Ld U) CO + + w ui w 43 n Lo i.u:z e-01 cn En WHI A D AV NU (PRIVATE STREET) SCALE: 1" 50' HORIZONTAL 1" r-i' VPP-nrAl 8+ 00 m c*4 F- V) p 5: 1 J 182-44' STA. 21+17-32, C.L. 5.00RT. __j TRUMPETVINE PLACE C-3 SEE SHEET 5 REMOVE EXISTING 7 CN LO C) REMOVE EXISTING C) Ld U) CO + + C) C:) + Ld e-01 cn En WHI A D AV NU (PRIVATE STREET) SCALE: 1" 50' HORIZONTAL 1" r-i' VPP-nrAl 8+ 00 m c*4 F- V) S16-51, ��!S �W 10 Nf- In --_j vv 9 o5-T 0) --1 A CD U) co R- 8 co"Qj A -ttz,_ Elk ,3�) 00 182-44' STA. 21+17-32, C.L. 5.00RT. __j �Yx C-3 REMOVE EXISTING 7 CN REMOVE EXISTING 'j I'i,. C-4 Lo C) + Ld 06 00 ro 34 v*) M En 0 F: w + CD 33 17 n co ___co _T: C) C=) K) 1") IV) oj co 0) _j ::g Lci C-i -c� < LLJ Z: X Lli LAJ 414C . ccm q- L.Lj Cr (n F- Gl) < 0 M LLJ j U DRIVE LEMON LY m n ui _j __j SEE SHEET 4 m Lo m c� d 6 << f2 0 V-0 Lo cn m CN p: C:) Q ui C3 w nLo cn NORMAL F.L. ELEV. 349.73 DEPRESSED F.L. ELEV. 349.56 LU (0 C> V) + + R w U) CDC:) "V- 29 070% A U N I T ezol En w S16-51, ��!S �W 10 Nf- In --_j vv 9 o5-T 0) --1 A CD U) co R- 8 co"Qj A -ttz,_ Elk ,3�) 00 364 :t_xi*§t G 37.84 1 LF XISTING 179.53 LF4, 4 EXIS111NG 45.W_ LF OF 18" DRAIN + '362 OF 24" DRAIN or 30" D IN u JJU.AJV- it I 0 1170 NOTE- 362 ------- ALL EYJS11NG SEWR & STORM DRAIN 360 MANHOLES ARE TO BE ADJUSTED !z z TO LAJ 360 Z: u-J, LLJ cn (n z cn FINISH GRADE UNLESS OTHERIMSE NOTED. ILJ z m------- uj (n 0 C> 0000 3-- z 00 U z LD 358 10 bo c) uj r r- LLJ lz > 00 co z LT: to L0 L _j z !_� 356 4 U-i Lo U-) i z z z: 4 of C CL 356 + > C) 1 > C) Lo -it >: U > co in c_ W C4,4 C) Jv) -q-LLJ WWI LUAJJ uj LLI Z Cq LLJ T m ------ > >>. F- c) ui >: v- " V) 00. —1 1 1 > > L 4, C4 uj uj 4 F- > 0 354 OD >: W uj I > I z z: z: Z OF V) u APPROXIMATE If'INISHED V) < >:>: >>> _RUNE__ zz =z LLLi + V) k t 352 0-�L r 0-41- 3u% _+ I ON 40 350 T, i348 34-8 m + 346 all 3" 344' INVERt 24" DR*IN INVERT 30� DRAIN z 342 342 4An 3Q Lo '338 C) RT 8 JEWER . . . .......... -#WER 338 > uj IN4RT 8" StWER c> Ld 336 + 'L+— IN 1 1 0 Z)twt� LLJ C3 336 IN z C> C3 INVERT 81 SEWER �334 C> C) cq 0 cn z 334 -- - ----- z 0 0 o LLJ z LAJ M JAJ Lq z ;�: LAJ z z m W Lj ;r LLI Lj z LLJ V) _j 133-2 Q_ I 00R tz 4 (3 04 C) 332 _jco 0 z lz C. z 08c) Lo C14 00 < Lo co co UJ ;> r< P0 ; 1 1 3 11 1 uj + Lo I i I +> C) ui 330 L LLJ +:> V) cf) 0-) w Lo En L LJ LAJ _j L J Lij LLJ LLJ:;> +> LLJ cq _j _j 328 . .. . . . ........ -JLLJ V) LLJ V) _w >: V) COLD V) i V) V) z 328 >: cn V) 5;< F- uj Lli V) < >; < z LLJ >: V) X x Ft uj x Uj (nZ:Z z z V) uj v)_ + Ix _UF OF' LF Of v SEKRA 0 -OF Eff -6, '326 _6+_SE� E]?*E- OT _AF 326 24 324 SEWERl 0-0.3 322 31 32 33 322 25 26 27 28 29 30 18 19- 20 21 22 23 24 364 362 360 358 354 1- 352 350 3 A %3" *342 340 342 xAn, %0--rw --iNSTALL 25.52 LF OF SECTION rA"**� SCALE: 1 50' HORIZ. 6 1 5' VERT. 364 362 360 358 356 354 352 350 348 .344 342 1340 338 ;'336 LEGEND: CL INV SD M H CB JB SMH sco SDIAH EXIST ELEV R/W s D ABL3REVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY TOP OF MANHOI E/TOP OF CLEANOUT ELEVATION EXISTING SEWER PER CITY STANDARDS EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4- EXISTING SEWER CLEANOUT PER C.O.B. STD. SW-6. EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE *Am PER C.O.B. STD. SW-4 CONSTRUCT CATCH BASIN TYPE " A " PER C.O.B. STD. D-14. SECTION DESIGNA11ON: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5* OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. EXIST. STORM DRAIN M.H. NO. 15 182-44' STA. 21+17-32, C.L. 5.00RT. __j �Yx C-3 REMOVE EXISTING 7 CN REMOVE EXISTING 'j I'i,. C-4 Lo C) + Ld ro 34 v*) M .ci F- En 00 Of j w <m w 1") IV) oj co 0) < r + + co ��tc,%34 < C) _j cj - 4 414C . ccm q- L.Lj Cr (n z: Gl) , MLLJ L( Im c Gi Z 0 s t SWT T CATCH BASIN NO. 5 6 X uj of + << C cncn 0 -to w nLo NORMAL F.L. ELEV. 349.73 DEPRESSED F.L. ELEV. 349.56 ++ poc:D A 16), 29 070% A 364 :t_xi*§t G 37.84 1 LF XISTING 179.53 LF4, 4 EXIS111NG 45.W_ LF OF 18" DRAIN + '362 OF 24" DRAIN or 30" D IN u JJU.AJV- it I 0 1170 NOTE- 362 ------- ALL EYJS11NG SEWR & STORM DRAIN 360 MANHOLES ARE TO BE ADJUSTED !z z TO LAJ 360 Z: u-J, LLJ cn (n z cn FINISH GRADE UNLESS OTHERIMSE NOTED. ILJ z m------- uj (n 0 C> 0000 3-- z 00 U z LD 358 10 bo c) uj r r- LLJ lz > 00 co z LT: to L0 L _j z !_� 356 4 U-i Lo U-) i z z z: 4 of C CL 356 + > C) 1 > C) Lo -it >: U > co in c_ W C4,4 C) Jv) -q-LLJ WWI LUAJJ uj LLI Z Cq LLJ T m ------ > >>. F- c) ui >: v- " V) 00. —1 1 1 > > L 4, C4 uj uj 4 F- > 0 354 OD >: W uj I > I z z: z: Z OF V) u APPROXIMATE If'INISHED V) < >:>: >>> _RUNE__ zz =z LLLi + V) k t 352 0-�L r 0-41- 3u% _+ I ON 40 350 T, i348 34-8 m + 346 all 3" 344' INVERt 24" DR*IN INVERT 30� DRAIN z 342 342 4An 3Q Lo '338 C) RT 8 JEWER . . . .......... -#WER 338 > uj IN4RT 8" StWER c> Ld 336 + 'L+— IN 1 1 0 Z)twt� LLJ C3 336 IN z C> C3 INVERT 81 SEWER �334 C> C) cq 0 cn z 334 -- - ----- z 0 0 o LLJ z LAJ M JAJ Lq z ;�: LAJ z z m W Lj ;r LLI Lj z LLJ V) _j 133-2 Q_ I 00R tz 4 (3 04 C) 332 _jco 0 z lz C. z 08c) Lo C14 00 < Lo co co UJ ;> r< P0 ; 1 1 3 11 1 uj + Lo I i I +> C) ui 330 L LLJ +:> V) cf) 0-) w Lo En L LJ LAJ _j L J Lij LLJ LLJ:;> +> LLJ cq _j _j 328 . .. . . . ........ -JLLJ V) LLJ V) _w >: V) COLD V) i V) V) z 328 >: cn V) 5;< F- uj Lli V) < >; < z LLJ >: V) X x Ft uj x Uj (nZ:Z z z V) uj v)_ + Ix _UF OF' LF Of v SEKRA 0 -OF Eff -6, '326 _6+_SE� E]?*E- OT _AF 326 24 324 SEWERl 0-0.3 322 31 32 33 322 25 26 27 28 29 30 18 19- 20 21 22 23 24 364 362 360 358 354 1- 352 350 3 A %3" *342 340 342 xAn, %0--rw --iNSTALL 25.52 LF OF SECTION rA"**� SCALE: 1 50' HORIZ. 6 1 5' VERT. 364 362 360 358 356 354 352 350 348 .344 342 1340 338 ;'336 LEGEND: CL INV SD M H CB JB SMH sco SDIAH EXIST ELEV R/W s D ABL3REVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE EXISTING ELEVATION RIGHT OF WAY TOP OF MANHOI E/TOP OF CLEANOUT ELEVATION EXISTING SEWER PER CITY STANDARDS EXISTING SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW-4- EXISTING SEWER CLEANOUT PER C.O.B. STD. SW-6. EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN MANHOLE TYPE *Am PER C.O.B. STD. SW-4 CONSTRUCT CATCH BASIN TYPE " A " PER C.O.B. STD. D-14. SECTION DESIGNA11ON: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5* OPENINGS PER C.O.B. STD. D-14. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. EXIST. STORM DRAIN M.H. NO. 15 DETAIL B SCALE: 1" = 20' 6 2.0 &I ARM A a, �� I . NG ECO R D D RR,:' I STA. 21+17-32, C.L. 5.00RT. ILI P REMOVE EXISTING REMOVE EXISTING 'j I'i,. 18" STORM DRAIN C) 18" STORM DRAIN 0 zt (n kv T CATCH BASIN NO. 5 X uj STA. 21+07.17, C.L. 18.00LT. NORMAL F.L. ELEV. 349.73 DEPRESSED F.L. ELEV. 349.56 A 16), 29 CATCH BASIN NO. 6 INSTALL NEW 18" RGJ-RCP. CD CD STA. 21+15.91, C.L. 18.00RT. NORMAL F.L. ELEV. 349-67 RECONSTRUCT MANHOLE AS CN DEPRESSED F.L. ELEV. 349.50 NECESSARY. co ui f__: 00 v N, X 28 cn X 2 P.ZL DETAIL B SCALE: 1" = 20' 6 2.0 &I ARM A a, �� I . NG ECO R D D RR,:' I