Loading...
HomeMy WebLinkAbout1.2-6448 Unit 8SUMMARY OF IMPROVEMENT SEWER IMPROVEMENTS UNIT 8 4" LATERALS TO BE CAPPED & REMOVED 5 EA. STORM DRAIN IMPROVEMENTS NEW 18" RGJ —RCP DRAIN LINE 45 LF TYPE "A" CATCH BASINS 5 EA EX. 18" RGJ —RCP DRAIN LINE 31 LF TO BE REMOVED INDEX OF SHEETS. SHEET TITLE 1. TITLE SHEET 2. NOTES &SPECIFICATIONS 3. WHITE ALDER AVENUE STA. 19 +41.52, C.L. - STA. 21 +51.52, C.L. BOTTLEBRUSH DRIVE STA. 12 +16.68, C.L. — STA. 13 +71.68, C.L. 4. FAWN LILY LANE STA. 11 +01.03, C.L. - STA. 15 +65.02, C.L. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD AND CULIACAN AVENUE. ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 BASIS OF BEARINGS: THE BEARING OF N 89.27'59" W SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T.30 S., R.26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 17, PAGES 97 & 98 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. JOINT UTILITY TRENCH R 7' T 4' YP. 0 J m3: f 4.5' MIN. 60" TO 7' MAX. 0 TYP. 10000 ON DEEP SEWER, SLOPE LATERALS TO LOT LINE SO THAT THE END OF —� LATERAL IS WITHIN REQUIRED L. TOLERANCE. r THE LORDS AVENUE z Q J CHAPARR ANON DRIVE sTRo30R AVENUE HARVEST DRIVE NNYBANK AVENUE LLJ AVENUE W RDpk'D w F• JOHNSON ROAD ` L" m C {� 13LACK HAM ix AVENUE `c TIATA AVENUE LLJ Of _ Lj_ z W = Of STOCKDALE HWY =00 �wirSir PROJECT SITE VICINITY MAP. SEWER MAIN 5' TYP. FINISHED STREET GRADE 4 WATERLINE U _j m3: 36" TYP. 17,0 MIN . SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES DETAIL "1" TYPICAL SERVER LATERAL INSTALLATION �k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE 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. JOINT UTILITY TRENCH � SEWER MAIN ' R. 79 T 4 TYP. 4' 5' WATERLINE Y TYP. Q ¢ FINISHED STREET m GRADE m 45 MIN. fi0" 36" TYP. TO 7' MAX. 0 TYP. 00 EXISTING SEWER EXISTING SEWER LATERAL LATERAL TO REMAIN PORTION TO BE REMOVED CUT &CAP EXISTING SEWER LATERAL 1' PAST WYE UNLESS OTHERWISE NOTED. DETAIL "2„ SEWER LATERAL CAP & REMOVAL i 4.5' MIN, TO 7' MAX. 4.5' MIN. TO 7' MAX. .i.fi'KC<Y' :P1S'L°: YRF:cP.S= x19:.`tC' '.Jnf��` '3.".`C.'Y." •hey., ••••• ""'.iSiYi.`�:v' - :1".f.� Yom'° -• ."._']�t:7: �.'.�..� .^JFF..f.' '' z�+:."G: )'+%G!'L; - i'r... " '.S.C;.: n^..i'.a3 3i:i2S 'a ..�.... L °i:.�'] :w4.l =Cf �:Gat`Y� YE11�C .SSTL. wZ`.++..._ -_.� SYY," "WEi_'S:- V�.`Q:. 3...,"C4�:' ..'.'i't�` �i3.^9A' n9,VTT•,r`.' S� - - - - - - - - - - - --STOCI(DALE HIGHWAY - - - - 034) 7 16 I 5 1 I I ! 3 I ! I ! !I A 8 ! ! 4 1 2 1 1 I I 4 15 i 6 i 7 8 j I ! I I x 1 1 2 l 3 L I' y 28 °� �� -103 10 Y.ter- --^^- { 10 -- a - , µms` t s ! ' f 14 I { t 11 34 35 15 12 29 1 f f f 37 19 36 38 24 23 22 21 20 18 17 16 1 I r 1 f s 12 r TRACT No. 6448 w 1 30 u lq I =f , / 13 33 132 31 30 29 28 27 26 1 2 3 4 5 6 1 I + a 8 15 52 — -- — -- — It 10 i I if 16 17 18 19 2Q 21 22 23 24 25 36 35 34 33 32 I 11 -- I I I • i 33 I • # ' ` ► TRACT N� -UNIT 2 I It- •• ' I I , I p P 100 -101 12 ' 8K. ¢ v 2 28 29 30 31 }' y., T3 ~ 34 • ' I # 32 31 30 29 28 27 25 26 27 { 13 o 4 CT No. 6448-.-- •• f 5 I i r+ 24 23 22 21 20 19 18 17 •• 21 22 23 24 25 26 • 6 2 1 37 pp I � 7 9 6 I I f. ;k + 3 `s 18 1 207 5 4 3 I 8 1 2, 1 I € TRACT+ No. 6448 1 ` 38 f BKn� — a ~.,. f I s 6 17 v 7 39 r "j II f 4Q f 11 `'� i 7 ( ; `' j 4 � �- TRACT oo 6448 i = I 8 1 1 12 i{ f 15 '� 9 i I4 # t I1 48 } 47 IA° € 14 10 r' 3 5TH SUB'!,''�lli��I,T p o114 IWO' A r$ 4 �' 12 C*NFQ%M VENUE- L ;x {i T FY6. + ? i 49 { WLCT 6448 13 4 1 3 1 2 1 1 1 14 3 15 GRADED CT No. 7'202 I 3 I ONERO — _ . P SK 599 i I pa llq ®Ill + 5 6 j6 �. �� 16 17 18 19 20 2 1 22 23 I a 4 i .• ? ,, .F _ 9 t; 3 Q f x TRC X16° 6 . _ ~ I T 10 x I W k 2 4{ g 4 y > Q 5. 4 3 2 1 16 15 14 13 12 $ 5 c f I Z f - , — � � } RWFP -CT o_ ° 720 _ d � pas. __ { { i i ' { 6 7 8 d IW 7 ! = Ij Y f �: F - 9W Ii` 10 11 12 13 14 15 16 17 z f „s_ irS s ! rl CL. f E� a ' € pg 8 I 4- 2 , S R _ PRIVE L 0. C-T No-.- 6-"- V- - U N ff 9 M09. 1AW146 * < : i �' '2' ! 28 3 r 20 2 . t _ 3 's.., .M. 1 1{I } }•/ i LC = CT No. s I I 1 I I =_ . cod U TT �l o € _ t 24 vat t L. S. s z t ' I �'MACT No. 6 °UNIT 1� �oT s a a cl 11 � ',.. _.._.. . ...._..^.c....,...•.. ...,_..r.. ..._a.., ...}_..- ......Jr + ^•.,..a- ,rw. ....... .o-v..., .. ._.u_ .." ......._.. ...vu.. ......o.. .-*.w. ....... .._....... r ,. .a..- -.s`r 'i +m..., ....,.. .._...•.a r.......s .._..._<.. - +.w +._.- f+.r... ....a,n wwr.,ya..,nw ..v.. -. +. r.w..._ _..w. +.n. .....,. f _ 3 � V tiY F F—M y LLO r w IN RI y GRADED �" 3 1 e1 £ T <'. r � '--5 4 CROSS VALLEY CANAL KEY MAP DENOTES SHEET NUMBER FOR STREET SCALE: 1"=200' TYPICAL CATCH BASIN LOCATION AT CURB RETURN. N.T.S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN CONSTRUCTION PLANS FOR 5TH SUBSTANTIAL CONFORMANCE VEST. TENT. TRACT 6448- UNIT 8 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPEC11ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT, THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. EXP. 6-- 30--16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. LEGEND. CL INV SD MH CB JB SMH SCO SDMH EXIST r ELEV 35� p 1 S (D 0 1 ` i i r{ APPROVED B'Y: NICOLAS O. FIDLER REVIEWED BY: PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-- 31 -14 ASSISTANT PUBLIC WORKS DIRECTOR ABBREVIATIONS CENTERLINE INVERT STORM DRAIN MANHOLE CATCH BASIN JUNCTION BOX SEWER MANHOLE SEWER CLEANOU T 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 TYPE "A" CATCH BASIN PER C.O.B. STD.. D -14. w /� "7 110�x 4 DATE 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. j— PIPE SIZE 8 "S UTILITY S= SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER A 2 SHEET MERE SECTION IS SHOWN ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. Call: TOLL FREE 1'800.227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn CD Warr�- F. rn �A�. M C) W `�_ _r `` �; a co 6 a- z L ' v w Q STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -800- 227 -2600 CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1, SW -3, D -14, D -16 ST -69, ST -22, 3. VCP INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C -12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. THE PIPE AND FITTINGS FOR 6 ", 8 ", 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C --425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D -2680 AND D -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, lit AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, lit AND ill 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 COMPAC1ON SHALL BE NO LESS THAN NINETY PERCENT (907o) 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 COMPAC1ON ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLIKE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLIKE. 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 TMND AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (9071o) 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 BACKFlLL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN. NINETY PERCENT (907o) 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 11MES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HODS SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. MEN 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. POS111VE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS. CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 10. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360" IN ORDER TO MEW 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 4.5' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLLNE. 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. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. 14. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICA1ONS 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- 1.068, "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 VARIA1IONS 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 NTH 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 11ME 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. DIG A LFRT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0) 0 �.- t) < �. o Z � i Q J W ( w 00 � twn� w Q m o t 0 Z 4c 0 } m m 8 v 0 N i a ? U G tom„ rIT W a 0 a0 H Z Go U m .-�zco �Z IL 0 �z�1�m C> fmw �> oW LL adz �� 003° co 0 Lu W, 1�m J 60 0 F� I<Z to cotm � CMOs')� a z � o go v 0 W I 0) W C*4 qt 0 PlH_ 4r O LLJ cf) 10L- Li F- :z st S89"29'4811 E Ex. 8 S ����280-01`-18+00--s D zo <c Q C) U.j Ien II:: < W Ise U I J U C3 00 C) C) 1-4- 66 40 C3 Lo C) cc —:z z co cn N X t Ir- C%4 cn X 00 UJ'l ,d- C) cn + + CL co C> -z --i CD C:7 CD C) Ln 60NEFLOWER DRIVE L6 SEE SEPARATE SEWER Lo 6 Of 10- LAJ Lei 5 3: r-, < c/) m - flo Lj-J + cn col EX- fiTOPKA h0 A I Ki r-7 A C%r- AL rrs ■ -T- a &-: v— I S89"29'4811 E Ex. 8 S ����280-01`-18+00--s D zo <c Q C) U.j Ien II:: < W Ise U I J U C3 00 C) C) 1-4- 66 40 C3 Lo C) cc —:z z co cn N X t 25 6cs cn X 00 UJ'l ,d- C) cn + + CL co C> -z --i CD z CD cn 60NEFLOWER DRIVE L6 SEE SEPARATE SEWER CATCH BASIN AND STORM DRAIN PLANS _j (UNIT 10 TR. 6448) SEWER MANHOLE < c/) m - flo c hi UNIT 8 4 cn 04 Ui +:z x CN In 5 UN WHITE ALDER AVENUE (STA. 19+41,52, CIO — STA. 21+51.52, C.L.) (PRIVATE STREET) = rn, un • vxl/-UI'4 I AL mown 52 VERTICAL NOM- ROUGH GRADING HAS BEEN PERFORMED 364 364 362 OF 24" DRAIN 0 362 If SEE SE PARATE EWER OF 3 RGJ-R P • 0-0.- 360 SEE EPARATE 360 NIT 7 6 448) (UNIII 0 TR. SEWER �ND 448) I L.Lj I T 10 358. I cn :z CN 7- -2bco Ln Lo 0 CN to,) z :wji M p Lo -0- '-d- 1 cr) + I CN c1*4 CN I rn M oi CN v 356 �"'� � ,. s } $ � � rn pr) n it + 354.1 :z 11 Gj- LLJ C%4 �.�j LJIJJLLJ 354 4401 F- V) CID N APPROXI�ATE FINI HED I , -< --:.; » x 352 1 I--, :zzzl 0.1 T 352 A— 1 350.1 7 4? 350 3Q D D, 348 A 3" 34 INVERT PX- 24 D�AIN 34 INVERT'EX RAIN 342 30 J 342 3Q if --7-7-4 3Q 10ERT EX. 16" SEWED 338 I NOMe, 336 CN 334(1-- 'ALL E)(ISTING SEWER & STORM DRAIN CD -Z ANHOLES ARE TO BE ADJUSTED TO 334 zw I z 'FINISH GRADE 3321 c0t W Z 064co < Q n �z 332 330 < CN LLJ LLj + LLJ LLJ 330 00 LLJ LLJ tu) 328 Ef) < X F- 328 L Li n EXISTING 7545 LF < X z 3261 - I EXISTIN 282.51 �F 4 326 1SEE SEP RATE S WER AND 31 1 S RM DRA NS 324' SE S­E P A R TE SEWER AND S R DRAINS 324 322' 18 19 20 21 22 322 D: 1 © 13 ABBREVIATIONS CL a-- C) -z --i CD INVERT CD CD M L6 Lo CATCH BASIN J8 _j P SEWER MANHOLE < c/) m - flo SEWER CLEANOU T SDMH 13-- 0) Qj r.,� EXIST EXISTING Lo Lo ELEVATION + + + 12 -j < TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S Ln X G EXISTING SEWER MANHOLE 00 TYPE "A" PER C.O.B. STD. SW-4. 0 EXISTING SEWER CLEANOUT EX. 81"S PER C.O.B. STD. SW-6. D EXISTING STORM DRAIN PER CITY STANDARDS D EX. 30 D V) MANHOLE TYPE "A" PER C.O.B. STD. SW-4 o CONSTRUCT TYPE "A" CATCH BASIN PER C.O•B. STD. D-14. 0 M Of CN < Lo Lli w Ct fn --: to Nxf W m + 01- M CN < C-) M 14 15 • vxl/-UI'4 I AL mown 52 VERTICAL NOM- ROUGH GRADING HAS BEEN PERFORMED 364 364 362 OF 24" DRAIN 0 362 If SEE SE PARATE EWER OF 3 RGJ-R P • 0-0.- 360 SEE EPARATE 360 NIT 7 6 448) (UNIII 0 TR. SEWER �ND 448) I L.Lj I T 10 358. I cn :z CN 7- -2bco Ln Lo 0 CN to,) z :wji M p Lo -0- '-d- 1 cr) + I CN c1*4 CN I rn M oi CN v 356 �"'� � ,. s } $ � � rn pr) n it + 354.1 :z 11 Gj- LLJ C%4 �.�j LJIJJLLJ 354 4401 F- V) CID N APPROXI�ATE FINI HED I , -< --:.; » x 352 1 I--, :zzzl 0.1 T 352 A— 1 350.1 7 4? 350 3Q D D, 348 A 3" 34 INVERT PX- 24 D�AIN 34 INVERT'EX RAIN 342 30 J 342 3Q if --7-7-4 3Q 10ERT EX. 16" SEWED 338 I NOMe, 336 CN 334(1-- 'ALL E)(ISTING SEWER & STORM DRAIN CD -Z ANHOLES ARE TO BE ADJUSTED TO 334 zw I z 'FINISH GRADE 3321 c0t W Z 064co < Q n �z 332 330 < CN LLJ LLj + LLJ LLJ 330 00 LLJ LLJ tu) 328 Ef) < X F- 328 L Li n EXISTING 7545 LF < X z 3261 - I EXISTIN 282.51 �F 4 326 1SEE SEP RATE S WER AND 31 1 S RM DRA NS 324' SE S­E P A R TE SEWER AND S R DRAINS 324 322' 18 19 20 21 22 322 D: ILI ABBREVIATIONS CL CENTERLINE INV INVERT SID STORM DRAIN M MANHOLE CB CATCH BASIN J8 JUNCTION BOX SMH SEWER MANHOLE sco SEWER CLEANOU T SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W 0 T ().M- RIGHT OF WAY 351. -j < TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S EXISTING SEWER PER CITY STANDARDS G EXISTING SEWER MANHOLE 00 TYPE "A" PER C.O.B. STD. SW-4. 0 EXISTING SEWER CLEANOUT D PER C.O.B. STD. SW-6. D EXISTING STORM DRAIN PER CITY STANDARDS EXISTING STORM DRAIN V) MANHOLE TYPE "A" PER C.O.B. STD. SW-4 o CONSTRUCT TYPE "A" CATCH BASIN PER C.O•B. STD. D-14. 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. � PIPE SIZE 8"S— U TILI TY S=SEWER D=DRAIN ON: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. U #T y ju SEE SEPARATE 1.6 00 17 1 STREET PLAN I !(UNIT 4 TR. 6448) --j :z 6 Lo F--: c) z F-: :z o4c,� -cc c:1 < 181 181 C) c) c) ci 6 C" LU U-1 18 z: cd PLOO 11 ce till. If 11 CL-- Or 0::: Of 1130' -vti :z :z ::>Oo 0 30 L < E-5 i 11.w r- `-'-' F-- cn < co LU cN cn --t < CN of 7-17 06 Uj c) CN of U- Lo Uj po (D Lo cn -q- + -< r, L,.- Lo U - W cn CD 6 18 1 9 20 + C-D -T- (n -> + CD Lo E 'S TOR CN:z L CN --icn w CN:zl + rn CD M DRAIN EASEMENT P= �Lo Lj <Ldd v- vi !n �.- I En (n MCL- I-- r-- Lo f-- PER'DOC. NO. 02060018�8 Will cn • X < >< DATED 01/04/2006, O-R' Uj W (n oui - F- X cn Uj :z Uj in Cr rpo Lo J EX. 18"D bo QO--I-2-D—� —12+0 1 00 1 N� Gil D 4+0 L2 +0 4 EX. 18' #D 00 D --15+ D- v- EX. 8 "S C) EX. 6 S cl� < 00 -04- co co, X X m SEE SEPAR TE STREET p af N TR A of m PLAN (UNIT m 6448) it d 0:: as ui C) 0 in C6 in _j 4r, of M z -U-) F- C) F- 7 Ul) c:)Qf Lj 17 15 + & M + m- C) Efi JCL- 0 Lei Ce c) .Z9 0 C-4 Li-i -i :z LLj 0 cr m V-- -i C=) m 1 co < C) Lo 18 _;;r.: s 3� LU W ........... 8' Ui - F- :z v C) CD mu- m (n cis& vi, (n + + 30 CN co co rn in w C) zQQ + + cn + + 16 (n ++ cn rn n CN CN CN 14 If- -f- . %- Irl- v- 20 of <j cj "i :z << w co to X x �- I cn ++ w 8 of (n (n w v) (n C=0 Ln cn w :z "L no o I ,— %-%- FAWN ULY LANE UNIT - - a << SEE SHEET 4 cc fl (n cn 364 362 360 358 356 354 APPROJ GRADE 352$ 3501 348i' fS 346 It 342 340 338 3361— 334 1 332 330[---- 32 326 BOTTLEBRUSH DRIVE (STA. 12 +16.68, C.L. — STA. 13+71s,68, C.L.) (PRIVATE STREET) SCALE: 1 11 = 50' HORIZONTAL 1" = 5' VERTICAL NOTE.* ROUGH GRADING HAS BEEN PERFORMED A 12 13 14 1362 160 358 356 1352 348 346 1330 328 326 368 366 364 362 360 358 354 352 3501- 348 3461- 344 F-- 342 340 338 3361— 334 SECTION A SCALE: 1 = 50' HORI z. 2 1 51 VER T. ,368 --1366 —4364 362 360 358 -4356 354 --1352 -1350 348 -4 1344 1342 340 338 336 334 Lij F- -cc in a Go Cc N 0 Z to zz: 4 cco 00 �j 4t CL cc: z 0 P IM �z�J C Uj co ) Z 0 C3 0 z in ui A > < cc ui a c) 0 2 z 0 LLI Ix co 0 a Um z < z 41C �0WW GCS < LU P co z a < Uj cf) Zo co cn > WM C) cc T x � Q 0 ILI po po T- I 1pol I rn w I UNDERGROUND SERVICE ALERT OF 1CM1 I Tl4f7r.)Ki n A I 1C-f%r-1K11 A cn a 00 ro CN < N11 0 z 00 Of qj- 0 z Z LL- LLI < LIJ -j < w (.) 00 c) D _j -i LLj tip V) o 0 Lli Im Nxf cl < C-) LLJ N% A5 CN 4 ro C) rn C.) AZ 0-3a Lij F- -cc in a Go Cc N 0 Z to zz: 4 cco 00 �j 4t CL cc: z 0 P IM �z�J C Uj co ) Z 0 C3 0 z in ui A > < cc ui a c) 0 2 z 0 LLI Ix co 0 a Um z < z 41C �0WW GCS < LU P co z a < Uj cf) Zo co cn > WM C) cc T x � Q 0 ILI LU Call: TOLL FREE I _8 _2 I F- 0) AT LEAST TWO DAYS BEFORE YOU DIG w I UNDERGROUND SERVICE ALERT OF 1CM1 I Tl4f7r.)Ki n A I 1C-f%r-1K11 A co r., INTERSECTION STA. 10 +00.00, C.L. FAWN LILY LANE= STA. 12 +80.01, C.L. CONEFLOWER DRIVE C ONEFL0i" DRIVE SEE SEPARATE APPROVED SEWER AND STORM PLAN PLAN (UNIT 10 TR. 6448) I ' co W x 1 _ I w d I t� I � � i I I smw Mw PMT (w cO"c" REMOVE PLUG AND EXTEND EXISTING 1$ DRAIN PIPET NEW CATCH BASIN ST �' A. i 3+ 43.24, C L. i 2. BOLT. I ,..% .� U 0 ( UN& • ,� it o,r, ! z o ! z I .� ,- ! z z JCL �+; pW aW �cys�0 jW N �� �� �! C) tf o w ,... ... _. . c� a d• o mot• o w © o w r ' w¢ ! it:< ! to `_' •J WJ! Q wJ z �! w -cc W w Cn W C/� W s m U W W LLJ 0 W< w�! W Q ! _ N _-� J W d. to O � � 14 � J . j J � Q ! N W LL_ t� �Cl N ~ N ~ CV CF; F— M _i _J r— V_ rrj Q s r- .r ^^yy ,� to Ln + rn - I ,.� ? �"�! + z x P '� x _ W � LLj tf) ! t- E•- F- •— F-- ! n w L , - w i- 'c of z ,� cL �c x 0 �[ ¢ `r' Q! ! c" .-- o w F-- w z I- , _ W x x I {IC o W Z Q o to W to to 1 j „O _ L1 + EX. 6 »S s -bo 0o „x j r C c) 1 00 60 112+00 C ---- — — — EX. I S cc ° r I x rn ' co o= z PA C�l - 04 LLJ 0 I z ��W U N� l �C) f � �' �` • rr � W LLJ "`.. ¢dam w0 to LiJ W -1118 ., X30' f 30' I v °° `-- 1 r-w- V ! r M d= d= w rn rn + ! Lo Lo < C) W Lri psi z � r + W � .� ! GONEFL.OWER DRIVE � Lo � - tr, ± + SEE SEP ARATE APPROVED `+ + � F- - r r �•' z SEWER AND STORM PLAN T-- v, cn cn Q s-= PLAN (UNIT 10 -TR. 6448) cn Q x w '- cn U X F- ! "� w ! w to cn ! •- f 24 If 1 N_�Ilfl s 0 UNIT an N—FA 13 +00 L2 EX 18 "D F D er_ 4 +00 \ rF /L D END EX. 18 DRAIN PIPE { �� n��� �i; iO EX. 8 Its En inn co �� � (, o=z oz c�z It- cY N W cc cv w N ! � c n F— `�'' w INTERSECTION r� Of �- d- o N N w °' w �n a' i STA. 15 +65.02 C.L. `� FAWN LILY W� Q= o C) ,d- � ri�0 ! �W`r! �� ! �� `—o LANE= �n J �- z w-- a- z 0 W o C5 ai c� STA. 12 +80.01, C.L. BOTTLE BRUSH DRIVE CL n" Z re) t! i J Z -j _t W W F-- 1— z W Lu C/) (n Lu 144- ,d ¢ ! co m Ic i t,w W W ! C�i � ! ' s - t� o� C)7;0:: 1 V + co < d-d; --� ! wi F< w N o r ! iW- ! w crs ° f.7 N J U N C? W �,,,_, 7 co r W tV (V + } Q I =. O 1 I 1 1 z r C D }._. rn to __.i r— d- � to to d- d. --� � i ___I W O O BOTTL.EBRUSH •c[ d- Q + W + + T"- (o to to to z+ +'� W z x �- z r r w++ DIVE UNff X cc n c � n Q cn En cn W •- t- r ;� �-z. n SEE SHEET W ! W LL' r r- ! W C:] .z ! t/) ,, tfi X Cn {n co cn �-- I 3 �.. 1 z �� -�o�� ``' ,z c~n ! w c~nc~n 'W,i w ! w X `��� f �cn cn �0 20 �--1 19 �W cn: FAWN LILY LANE (STA. 11 +01.03, C.L. — STA. 15 +65.02, C.L.) (PRIVATE STREET) SCALE: 1° = 50' HORIZONTAL 7" = 5' VERTICAL NOTE ROUGH GRADING HAS BEEN PERFORMED LINE TABLE LK BOTMRUSH DRIB LENGTH L1 NOO'55'21 "E SEE SEPARATE APPROVED L2 0o SEWER AND STORM PLAN ,y,t �.< s � tai f 3 r '✓''' z INV PLAN (UNIT 7` -TR. fi448} - � '� iz -'z `' ` : �M z � , 1 UNLESS OTHERWISE NOTED. o s C 1 3 EX. STORM DRAIN EASEMENT � o � � •n + w � I PER DOC. NO. 020000182$, z I 1 I co ' DATED 01 /04/2006, O.R. 8 "S— U11UTY o SMH SEWER MANHOLE to W I rn 00 0 z 3 _... � o _ 1 �, UNIT BOUNDARY C D �— + L �' c°O •� f 111110411111 In r r xE 16 x � � W RIGHT OF WAY t¢— CA w c`- � 1 I 1$' � � NEW CATCH BASIN NO. 3 — — — (A STA. 15 +82.98, C.L. 5.00LT. NORMAL F.L. ELEV.= 350.42 SHEET WHERE SECTION IS SHOWN 1 DEPRESSED F.L. ELEV. = 350.25 401W 00M �.�._ _ D END EX. 18 DRAIN PIPE { �� n��� �i; iO EX. 8 Its En inn co �� � (, o=z oz c�z It- cY N W cc cv w N ! � c n F— `�'' w INTERSECTION r� Of �- d- o N N w °' w �n a' i STA. 15 +65.02 C.L. `� FAWN LILY W� Q= o C) ,d- � ri�0 ! �W`r! �� ! �� `—o LANE= �n J �- z w-- a- z 0 W o C5 ai c� STA. 12 +80.01, C.L. BOTTLE BRUSH DRIVE CL n" Z re) t! i J Z -j _t W W F-- 1— z W Lu C/) (n Lu 144- ,d ¢ ! co m Ic i t,w W W ! C�i � ! ' s - t� o� C)7;0:: 1 V + co < d-d; --� ! wi F< w N o r ! iW- ! w crs ° f.7 N J U N C? W �,,,_, 7 co r W tV (V + } Q I =. O 1 I 1 1 z r C D }._. rn to __.i r— d- � to to d- d. --� � i ___I W O O BOTTL.EBRUSH •c[ d- Q + W + + T"- (o to to to z+ +'� W z x �- z r r w++ DIVE UNff X cc n c � n Q cn En cn W •- t- r ;� �-z. n SEE SHEET W ! W LL' r r- ! W C:] .z ! t/) ,, tfi X Cn {n co cn �-- I 3 �.. 1 z �� -�o�� ``' ,z c~n ! w c~nc~n 'W,i w ! w X `��� f �cn cn �0 20 �--1 19 �W cn: FAWN LILY LANE (STA. 11 +01.03, C.L. — STA. 15 +65.02, C.L.) (PRIVATE STREET) SCALE: 1° = 50' HORIZONTAL 7" = 5' VERTICAL NOTE ROUGH GRADING HAS BEEN PERFORMED LINE TABLE LK BEAM LENGTH L1 NOO'55'21 "E 101.03' L2 1400'55'21 "E 1 463.99' -`.— ,._.._.W._._............",.,.T_ w.,M_........w. .....r,.._.. ,....w..._.... w.,..._�..w . ...,......._,,..:,4..._.M —,.. ...,w.v,.....>_.�- r,..e....._o- ,........__. <....ovn... ..a- .-- ..M...„ ....... ............_..«" n.. K_ w._,.._......_._.. m. m.:,_. y... w ..,..�...- W.......�...- ....._., , ..._...<�........_..:._..,.e.., _.. ww... �F.-,..._..._, M.. an.. mu:. G.., �s, o_._ �w.",<......, ��. _,......,... «.._..Y._....,.,�.- - - ,..wa__,.+••,..»x u...rr+r- ..._.r.- .,.p,�n..w� _ ._.._._... n, V.... .,_.w,,._...,.,...... <.._..._w. 5 .�...,..�.�.K_,_w.__._.a tP`p[ ! * {{ !:d { € 2 , rr.._, ..............--,..-._,-......,.,. w.. ay..... ....••..r......_._....- .... -... �. �.,•....r. v.- ...w.w...n._.w ...,�w...,en,.w....,..v t 366 XISTING x.00 LF 366 { .n 2.42 F G F 8 GJ —RP .1 34, a- , i RGJ —R P 0 0.1' f s # 18 GJ —RCP 0.15% f 18 RG, —RCP 0 ! -0.13% 364 ' F <_•� -^"-'*" ,.�d•.....* ......�..........e.., _.....•.. ........... ........... i d S d r 3 i d s i j i d 2 € i 226.74' . �.,,... .�....�.._.._._�._.�<..,._...,: ? a ..«�.....,.�,..�,._n.�._._. STI G LF OF 1RP -0 5% 2 x: t .,.._,..... >..,.........,, ...,..,... - .,..,,..._. .......a.. .:.,...« ............. w .._.._..<yn,...,,.- .w.n........ - <.................,- --- •.,.....:. «..,....»- ........,.. .,...- ., ».,.,.:, �y,.,..............:. ,..,.,....�.........:.._....._. _ .......,,,,,.- ..5,. .._.. ........- ......._..,:..,,...,.» 4 ...,,.....,......,....._. ; .:.....,....„� ,.... r .. 1 ?` y �` f t �J :z i T; t e e d 3 s f a s s� t. _._.m,.. s { .� _ T •_ �, _ ,. � µ .t 1 j S i i i i i 1 i P 1 ? i s' j `v ! 0- ~T w x �� C� ? } € F r C� € I e i LO E � W U w . Lo • a s 7 # 3 ; N F-- C] I U CLOO umo �.« _._..� W .� _._ _ a.. ___m.� . .w _ ___ ... _.. « �-. ._ __ M- : _. __. . ' .w w� . w _ _ r _ «� . .� . . { _ Li'.t _t € --� N �]O p Q —� Z t- tI) i � J �— ` "°'° - -. 4 CN N E z �.. ¢ '' x W t-- II �}.. �g 358 4. ..,w ,r. �,_ H ._.._. � ,_ �w �m_._ «_.. _ . _ _ . _ �' ,�' z . r. i 00 Z 400 �' a` _ Z M > > W Z �O F�+":` « �.. _ ,W t _r a _. _._ «. �� _ _m _ - ." .. -� , w n_ ...._w q • •. - y .. e k = r — —� s 2 'r {i I— I I LtJ —j f Z —j (J Q Z W Z J _ r ws Y . _. �C W U i,'J Z (-.} `� U c!C r�(3 Lj 1 x ES (�+ t • 3 € 4 C f gg C i f • T� y m N 358 356 �� © w w� W w• � .� ` s y $ { z s �; t ' Q co �" LL I 1 '�' Ix s # € N € 1, co E r �t _ - d- d' -1 co 35fi2G .�. _ .n ..__. _ ' �Z M . , 4 �... _ t /2y r d g t _ {3! d` W :. N Cy t.t _ CJ' L�- N r C-4 �, e _ . r- e:/ J «n _ _.. .T......o-. w,_� w «,.« 3 w !-Ly i { t i + i j U • rn s M a- (tif•i { N a i. N Q - _ - ALL EXISTING � do STORM DRAIN _.���� __� .� �� � � «...� .�...__._.. �_� M.... �._._.1_. �. _, w ___r _.n.�w� __ �..__ _ � ? _ _ ..T�...n__ s � ._..... _.� 4 _ � ° . � 6 M � t-- N - o � � 9 � � f--- � � � � ,�; • s � � r t� x �- - -.- -- ��... _ .. _._ _._ -- ��+ do er F— r�i �, �,rj { s t s i j �- �- ��a�V ` �.e_.x . v� its_ CL d" Q .— �t Lo MANHOLES ARE TO BE ADJUSTED TO � � �, W Q ,� (n W �; �cn ;, J , U + w W �t'1 cn x w r� �t to r7 '�j� _ } BADE. ; ` { 3 �' -� ; `'-w W W �- Z .—,n �- �. �— W 3 �. x r7 �- aiV4 . �� .a �. �� ,,, � �M . ....� _w w _ _ .,.. rr' _ ��NISH < € U7 s } W W tY_ ', W w 1- w W W t�= Q { N_,._......,.«...-:.... p..-,,.....-,.. a ........ .....".:,..,...,_..._,,........ ....,.,..,_...,,.,....< n..... 2....—...__-_..,_»,.........<.,..•?..,., w.. ....<..- «- ....- .._.w...,....... ..- ......:.......— ._...,..._.., i i 1 L..L `r fn:z tU f-^- _ # —_ € $ r . a. A .. . " w _ w 9_.... _ . j�� t Z i w {jy +�tiVT 352.. to Z { 352 z w nw µ.4_._..,_ .._ .__�w ___.. h w ._ _ m ,» ea # `. i.......n...o, ..•.,..wn,¢,. w.....,...•"..w. } M+.•^•^+.!n .a......._v...rr.....,.•...,... t . i. w.,.,_ r. .w.,.._._...,....r..._...v -+..� ; t t 4 S ' �' _ ' 4 { + �+ S i i ..^'.:�:„ n........�n,._,.,,...,..r. £ .., .s,.._,......,...,._.. -d.4., t ,......,.. ..,_.,...._..,_..e....,......_. } ....,... ��� ....._........:.__....,.<.:.._. f •.,,j",_,. ,....- .,,,�,....m..•._._,....., Y i z S i NI SI f 3 S i - ..,.. },.....,. ...,.,,..«.+............�....�. 4 ! 1/7t1 -..,.....- ......._..,._..�.._.«........, .,........ ...,..�,,,. E e .......�..,........<.:..s S ..,.,._....... -A.. F ..<...,...,- .r^..- y ..^^-- .,a'p- 5 Z AP ROXIMA d _ I GR DE 0 CENTERLINE — c 4_ iv x 3 yy x3tx iJJ t]t E ' r i x }' y. } ✓�/V E ) - . i•,.. .x.•- _,.a,.....,�- ..,.,.._..... 3 ..„._..,,_. 3 _- _,- ..r......- w+....•w.......... ..._,..,_.... y.,p ,. ,.._.y._.w„ »,.�....••......<. w « + .._...+-..... n.... ,..�...........:....:.......,.. .-. .,........- .._.......o......... f� .w..,..,+...- n.,.....,,. d ....,....».n...,_a.. { ._.......< „w c k } : i i i : ! ,y$ _` S a� f � � t � � ,,.....n n�..._»....r....__..,.....,.,......._... �.._._. d_.,.. �.,._....,__.-.... �.....g„_.,..-.....,...,_.. a....._,_......_>, �....,.._...... T,.,�.....,..._...<,_�,.,...,.. .,, � .... ..........,._...�,-- •.•..._.«.. �_....._.,�.,..,,.•.�, i r � 1 1 � ` i s 1 i3 � x °� -.••._. .... <.....u..°�_._,...n...�W�._ ...._..._...__.<.,._. Y_>_.._. �,... �...,_.., M... �... v,.,_. �_.....,._........,»... �._,_._.._... a.._.. ._...,......._.._.....,_,. -.--� .- ,..._..4...�.....,..�.�- �--�p� - . -__._� � E a � @ 1 1 } Y � � k � � ¢ i s r IN RT NEB ERT-E T� _ ..._ — �w 8' DRAIN; k 18 � DRAIN R 344 n� . a- .. DR IN �..�.__..�.....�..�. __a,_.___ _. - - 3421 9 ¢ 3 a Y i 4 'd i _,.:_.._,,._.•.,--.............,....,.,...,...{,,,.,..... m ...,...._,.....W...,.,.s..,»,.a .. s X. 6 SE R AVER EX. -�—`_ s g INVERT EX. 18 N r 4 X. d ,� IN RAIN d 8'I SEWER 342 ? , , __.� . - -_-s ..r =L _. ��._.__.y_.L ,�._w.� 1 _.��_�.._. _. _.._.� _ f 1 _ _ INV. ELEV 342.5 ? i . d 4 r a INVER EX. 8 "� EWER m _ _.- .�� ! f.._�.� 1 DRAIN 30 _ .� . a _., z crf f d- DIVERT EX 8 SE R 3 Lo i' 4 �4 _ ,�. �.� - - -__ ? w�« W� NOTE* 1p � q � � w w....�...,.,.L...... ®..-• � >«••.•e...,.__. � ' .. ? ,...-.-.,.......<._..... �...,..• w„_............_.........._<..... i. .- ....................,_•tir..w� _w.._+•.,.•r.,,n... $ ..._.- ,...,- :.u. +.rr_.,..,.._ .. � .. <��....." _ '� d � � [ e � �......_ � ur ; � j ; � A � 1i t � ` {{ r. w.. �....w- .+.r,.._.u..�..<.eo`.._e i � `.° �. •.,+.- ••v...�.wrv.+,.»....w..._. .... �w_,.:.. ..,...g,,.�w+.....w...:.- „._r- t, t U �, 11QNTRATC�R TO f F J E f = z = (� VERIFY LOCATION AND if t 4 J� �r co 3 3 INVERT ELEV, OF E)IS11NB STORM DRAIN s_ 4 N - _ �- • �, _ _ <_. 3 _n n k �.. _..4 a �� € _-.� 2�- - € € s = U d' �!' 1 R11117 d t t { , fi ;.n.....�.__..�..w..__n._�.A_. ? _ . CONSTRUCTION AND N011FY Of LAj ti , + tw�w ���_.., __�.._- _�..� 338 LINE BEFORE {QNSTRU011 p ` ENGINEER OF ANY DISCREPANCIES. t `!• € € ! t t ! e t i i E W N•} € t..�........ .............. -.... 4­--­---4 .-. <..,.....,.,...R...:....._.w,.. ..<......,.,:......M. W z,n•.K�...... ..,�...4,.........,.«......,, ..d...,_..»..,....,,...... + uj / 1� 's ! '} # i "_ -° L''J W. to t s t s W {J3 W U-1 a E x ........_.........,, ._..,_.,.,. ....., -- .w..,...,..._. ..._... ��s i s a 4 { i F f LXlST(NG 00.00 L OF � i v) W s W 334 t„ z >” �, z f F { to Q SECT10N B - �� _. EX(ST(N 197. f L OF $ EWER -0. W t/� ? z 7 SCALE 1„ 50' HORIZ. 5' VERT. 3 , � x d i € � • 3321 NOTE: �Oh1TRACTOR TO VERIFY LOCATION AND :332 f s ; t LIN1NVE E RT EV. OF EXSTING STORM DRAIN BEFORE 330 CONSTRUCTION AND NOTIFY d ENCI -IyEER 0F. ANY D SCREP DIES , t 1 x t 3 328 t 10 11 12 13 328 14 15 16 LEGEND: ABBREVIATIONS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" CL CENTERLINE WITH 3.5' OPENINGS PER C.O.B. STD. D -14. INV INVERT 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS SD STORM GRAIN UNLESS OTHERWISE NOTED. MH MANHOLE CB CATCH BASIN f— PIPE SIZE JB JUNCTION BOX 8 "S— U11UTY SMH SEWER MANHOLE S =SEWER SCO SEWER CLEANOUT D =DRAW SDMH STORK DRAIN MANHOLE SECTION DESIGNATION: EXIST EXISTING ELEV ELEVATION SECTION LETTER R 35 0 T p.p�• RIGHT OF WAY A — — — TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION SHEET WHERE SECTION IS SHOWN S EXISTING SEWER PER CITY STANDARDS O ADJUST EXISTING SEWER MANHOLE, STORM DRAIN � � EXISTING SEINER MANHOLE MANHOLE AND SEWER CLEANOUT TO NEW FINISHED TYPE "A" PER C.O.B. STD. SW -4. PAVEMENT GRADE. CQ EXISTING SEWER CLEANOUT PER C.O.B. STD. SW -6. EXISTING STORM DRAIN PER CITY STANDARDS D V EXISTING STORM DRAIN MANHOLE "A" TYPE PER C.O.B. STD. SW -4 CONSTRUCT TYPE "A" CATCH BASIN PER GAIL TOLL FREE C.O.B. STD. D -14. I — 8fw`-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERPI CALIFORNIA �L