Loading...
HomeMy WebLinkAbout1.2-6865 Ph 1-3 Record DrawingSTANDARD NOTES 1. GENERAL: U r r I ri CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE INSTALLATION: TC Nc 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 INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. 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. 3. SYSTEM TESTING: A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE NTH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND THE RECOMMENDATION OF THE MANUFACTURER. 4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INLINE FOR ALL LATERAL CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70-1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE JALPAN CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING AVENUE SW -6. CO #� 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22 EXCEPT AS NOTED ON PLANS. 8. COMPACTION TESTS WILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CiTY ENGINEER. 9. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3, EXCEPT AS NOTED ON PLANS. 11. ALL LATERALS SHALL BE 4" IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED 4' BEYOND R/W LINE. 12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -1. 13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO THE CITY CONSTRUCTION INSPECTION SECTION IS REQUIIRED FOR INSPECTION AND TESTING. TELEPHONE 326-3049. 17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LiNE AND A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE. 18. VIDEO INSPECTION: PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH ViDEO EQUIPMENT DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW & 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 THE CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WiTH THE SPECIFICATIONS. A RECORDI 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 LATERAL`. OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINE PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF 19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPAR FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED B' SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RiGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR ALL PVC SEWER PIPE. GENERAL NOTES 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER. 3. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS. 4. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM. 5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT" PLANS UPON COMPLETION OF THE WORK. 7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES iN THE FIELD PRIOR TO CONSTRUCTION. SEC. 1.3.1 CLEANING PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED AND ANY DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WALL BE CORRECTED BEFORE APPROVAL. SEC. 1.3.2 TESTING 1.3.2.1 MANDREL TEST OF PVC PIPE FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE PLACING OF PERMANENT PAVEMENT, ALL MAINLINE PIPE SHALL BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A RiGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL. IF PIPE DOES NOT MEET MANDREL TEST, VIBRATORY MEANS OF CORRECTING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. MANDREL TABLE 1.3.2.2 PRESSURE TEST NOMINAL DIAMETER MANDREL DIAMETER PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOI 6" 5.47" STANDARD HYDROSTATIC OR LOW PRESSURE AiR TEST. 8" 7.27" TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE 10" 9.07" IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METt (UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT). C ITY OF' SEWER PLANS 0 0 6 5 PI -BASES 1--3 A K E _rnS F t E LJTJ IAN STREET #2 #i #8A #7A z d O ISA z H O A -A . swtvgw Abaddw ::. EAST FAIRVIEW ROAD �t NW 0.4., CL it TRACT 6865 v l" M EAST PAN MA LANE zw AW #,A EAST BERKSHIRE ROAD VICINITY MAP N.T.S. SHEET INDEX f4A SHEET 1. TITLE 2. MADISON STREET I MADISON STREET (CONT) 4. ROMTEC COMPONENT DRAWING 5. ROMTEC LIFT STATION DRAWING A 6. A.E.W.S.D. DETAILS INCH MARS USED Pavanent finish Grade WIDTH IN GREATEST + Depth varies depending on the CLASS I BEDDING DIMENSION street's Traffic Index (T.1.). See Ba" compacted to 95% relative 1.0'(0.3m) or less Table *9' blow campactiaw in roadway areas ban .LO' \ \ *Street A TABLE (O.�n) beyond back of curb, exdudh Zone 7RAfRC INDEX DEPTH aN but the outer LO' (O. Tm) of the L0'p.3m) wider 6.0" (0.15m) wider median areas, and in alleys, within \ % 30-50 L2' (0.3m) 55-6.5 L 5' (045m) the existing accepted roadway 1.5'(0.45m) wider 7.0 - 8.0 20'10 6m) inprovemdhts _ Backfin compacted to 90.1: relative 8.5 OR MORE 2.5' 0.75m) compaction in all other areas \ c Badrflll compacted to 90X 8 EA' 0A �� relative compaction Bodr>iN in pghe zone compacted = 8" SEWER MAIN 2624 LF - to 90$ rawi►e compaction. Baddi1 motendal Wffihi the ppe m .� A* A 65 So r&* A Upper limit of pipe zone shell be 1.0' (0.3m) above top of pipe bell or the outside diameter a� # o conform to notes 1, 2 \ 50 LF F of plain end pk. FLYGT 12 HP PUMPS 2 EAlz � , �- LIFT STATION MODIFICATION 1 EA For public utiintim , consbucfion \ / Haunching requvenuxrts as per the Public = //W// _ t Utriitiee Canmft n Generd orders 7 Pipe or conduit 6.0' (0.15" a6 for 1 P&V as per 4. Testbrg of backMl materiels shat/ be in accordance with the ASTM D 2321 tests lasted in Section 6-J01 of the Standard 4w6frcations, (or ASTM D1557, Method 'C') for trench width greater than 1.0' (0.3m) NOTES ff 6emdh width is less than LO' (O. kn), bockb7l wlfh 2 sack slurry. L Backend for Rigid Pyre, 5 Compaction tests wil be required and shill be the respons- Back& mataid within the pipe zone shall be bee of bdity of the Developer / Subdivider / Contractor. The number deleterious materiel and shill how a Sand Egrlvalent of not and location of the tests shall be determined by the City less than 20 and shall confam to the fallowing grading: Engineer. The tests shill be h accordance with the tests Sieve Size Percentage passing listed in Section 6-,£01 of the Standard 4pecification4 (or 3/4' (2&rnm) 100 ASTM D1557, Method 'C'). No. 4 35-100 No. JO 20-100 6. Each layer of badrfdl materiel slid/ meet the campacton, Ibis backfill material shill be placed in not to exceed one sand equadent and gra*dm requirements before the next foot (1.0' /oose)(0.3n) layers; slmulteneoudy on each side of the layer is placed pipe in such a manner as not to damage or disturb the pipe on its alignment and grade Each Iayix shall be thoroughly comp- 7. For powment patches within paved areas, see standard acted by merdrmnied tamping. Bodrfrll material shall be drawing ST -12 in this design maraud property compacted to sprlrnglihe prior to proceeding 2 BaakAY kr llexnNle pyre TABLE 'A' Pgne and frtfrngs shill be NWaffed rn accara'ovnce with We current ASTM specifrcotion D-2321. Orly Class / and 11 w6erimart motaWs within the pipe zone wil be considered suitable Nlfhhkn the ppe zone, water 19oodnng and netting shall not be used for boddil compaction for Aexbk ppe The beddiV and hwwhfng shall be hand pbced to the Sprung line of the pipe and property compacted. For sewer mi;P4 Coss i beddxrg is mired far bedding and houan*. Case shell be taken not to dislocate the pyre the remaining backfd/ la the pyre zone shall be hand placed and compacted in lifts not to. exceed 60' (015m) thickness Baddgl materiel shill be properly compacted to springiihe prior to proceeding The followinq shall apply for trench widths. PIPE WIDTH IN GREATEST TAMPING CLASS I BEDDING DIMENSION OR SLURRY 1.0'(0.3m) or less 1.0(0.3m) wider 4.0" (75mm) wider ESTIMATED both sides both sides 1.0'(0.3m) Up L0'p.3m) wider 6.0" (0.15m) wider to 2.0' 0 6m both sides both sides 2.0'(0.6m) or more 1.5'(0.45m) wider 1.0'(0.3m) wider both sides both sides FILENAND ST-I3REV 3. Bockff moterid above the pipe zone shell be free nnTE of ddetarirors matend and lumps or stones exceeding STANDARD 1/11/99 4.0' (75mm) in greatest dimension and shah be DRAWN xu Placed h not to exceed one foot (LO'loose) (0.30 TRENCH BACKFILL CHECICEn foyers and each layer shdl be thoroughly compacted AND COMPACTION N. SHAW by mechavricd tamping. REQUIREMENTS SCALE N.T.S. APPRWEn SHEET Na CRY OFF KERSAFELD ST -22 CALFOFHCm PUBLIC WUWS DEPARTMENT APPROVE BY PUBLIC WOR S DIRECTOR: NICOIAS FIDLER R.C.E. 61069 DA REVIEWED BY ASST. PUBLIC WORKS DIRECTOR ARVIN -ED ONORAGE DISTRICT TER�j,T ICC' �,fs�l/Lifer BY: STEVEN C COLLIYP ENGINEER -MANAGERS 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 BOARDS. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR X_ Ix AI/04,4-DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND OF`y' �Fyc SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. a Na 17564 CIVIV ��,� VVE S K. DELMARTER R.C.E. 17564 DATE Op CA101 CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. DESCRIPTION SW -3 PAVEMENT PATCHES SW -4 MANHOLE TYPE "A" SW -5 FRAMES & COVERS SW -8 NEW SEWER LINE IN PiPE CASING ST -22 TRENCH BACKFILL & COMPACTION SW -9 NEW SEWER PUMP STATION VALVE BOX TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF EAST PANAMA LANE AND SOUTH UNION AVENUE 2A ELEV. = 361.36 U.S.G.S. BENCH MARK SET NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. A TRACT NO. 6$65 snruTanoN OFFSITE SEWER PLANS"�L'`�- CI VI L C,t,RAL; ENGINEERS FOUNDATTIoas===:_ Revbed DELMARTER AND ASSOC. DATE: 9-01-15 Date p.� 2019 wESTwl*w DRiVE STE. •C' BAKERSFIEI.n, CA. 93301 K. PHONE 327-1486 FAX 327-1452 No. 14091 B 1-07-16 J.K.D _ DRWG BY: J.K.D ==LaNO PLA*m - SURVEYORS 1-28-16 J.K.D -LAND LEVEUNG: =ERTY UNE; SHEET 1 OF 6 '�slTeoivisionr �_iAFn`r� 1 • � -�o$1,��' Pel /-3 - -- DRAWMIG FLE. GATEWAY CITY RECORDS NO. /I ESTIMATED QUANTITIES SEWER MANHOLE 8 EA' Uj 8" SEWER MAIN 2624 LF 12" SEWER MAIN 65 LF 24" STEEL PIPE CASING 50 LF F , FLYGT 12 HP PUMPS 2 EAlz � , �- LIFT STATION MODIFICATION 1 EA TRACT NO. 6$65 snruTanoN OFFSITE SEWER PLANS"�L'`�- CI VI L C,t,RAL; ENGINEERS FOUNDATTIoas===:_ Revbed DELMARTER AND ASSOC. DATE: 9-01-15 Date p.� 2019 wESTwl*w DRiVE STE. •C' BAKERSFIEI.n, CA. 93301 K. PHONE 327-1486 FAX 327-1452 No. 14091 B 1-07-16 J.K.D _ DRWG BY: J.K.D ==LaNO PLA*m - SURVEYORS 1-28-16 J.K.D -LAND LEVEUNG: =ERTY UNE; SHEET 1 OF 6 '�slTeoivisionr �_iAFn`r� 1 • � -�o$1,��' Pel /-3 - -- DRAWMIG FLE. GATEWAY CITY RECORDS NO. /I C/L ESPIRITU SANTO DRIVE o Q-__.__ _ .___.. 0 W { 171.1 LLI M ' w 1, EX. 12 I J I REPLACE TWO 10 H.P. PUMPS IN EXISTING LIFT STATION LIFT STATION WITH TWO 12 H.P. PUMPS TO U I o WET WELL ACHIEVE PEAK FLOW OF 821 G.P.M. PER ROMTEC 2-24-15 PROPOSAL I W r3 REPLACE EXIST. 65.5 LF 10" INLET WORK IN CITY RIGHT-OF-WAY TO BE DONE I �v3-- PIPE WITH 12" = MATCH INVERTS BY ENCROACHMENT PERMIT - SEE CONTRACTOR'S TRAFFIC CONTROL PROGRAM +00 / i /00 w `_ EX. 12---- I DISCHARGE MANHOLE I ( ( X w ( I 6" DISCHARGE I SURFACE PIPELINES rs I s I F� vi TR'aCT NG. 6611 Q J 0 mI z 0 f 0 LU I I I J I 1 fOf A / EXISTING PAVING # 0 I STREET RIGHT-OF-WAY LICENSE ___._. � ______ ______ _.____ ___.___ -_--� �- � � � # � � � � � -- � � - � � € � � � -1• f �-- � � i < a. PER DOC. NO. 0207056991 O.R. 7-7-1 n7 -i 7-1'7 /-7-7 -/ 77-7 �-�-� / 7 STREET RI(9iT-OF-WAY DEDICATION/ �! ! __ _ .—. . �-. -- / / �/i��//! //// PER DOC. NO. 0206174930 O.R. C L MADISON STREET .�� ESS' 10"wER PER TRACT Nfl. 6333 OFFSITE PLANS I 8 33.5 LF '- 8" PVC N SEE BELOW FOR BYPASS " PVC "The Contractor is advised that the existing lift station, sewer lines and manholes are currently in use and it is the Contractor's sole responsibility for providing continued sewage service without creating a condition adverse to public health and safety. Contractor shall provide pumping and piping facilities and plugs or inflatable plugging devices (pigs) for necessary temporary diversions to isolate tie—in points. In addition, Contractor shall provide any necessary traffic control associated with placement of said facilities. 24 hour per day 7 days per week monitoring of temporary diversions shall be provided by the Contractor to assure continual sewer service. Contractor to provide bypass and traffic control plan to be approved by Inspecting City Engineer. Contact information for the on—call service personnel shall be provided to the City Engineer. Contractor shall be responsible for providing power supply for bypass operations q1x `VX. 10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 4" - 500 GPM PUMP IN I SUCTION INLET MANHOLE SCHEMATIC BYPASS 4" - 500 GPM PUMP IN SUCTION INLET MANHOLE EXIST 8" STUB INV. (34.38) EXTEND 10' EAST z I w CK I J SIGNAGE ON BOTH SIDES OF THE CROSSING. THE SIGNS ARE TO INCLUDE 24 - HOUR o � w EMERGENCY CONTACT TELEPHONE NUMBERS o w M _j Q W N � ~ z z I 8 33.5 LF '- 8" PVC N SEE BELOW FOR BYPASS " PVC "The Contractor is advised that the existing lift station, sewer lines and manholes are currently in use and it is the Contractor's sole responsibility for providing continued sewage service without creating a condition adverse to public health and safety. Contractor shall provide pumping and piping facilities and plugs or inflatable plugging devices (pigs) for necessary temporary diversions to isolate tie—in points. In addition, Contractor shall provide any necessary traffic control associated with placement of said facilities. 24 hour per day 7 days per week monitoring of temporary diversions shall be provided by the Contractor to assure continual sewer service. Contractor to provide bypass and traffic control plan to be approved by Inspecting City Engineer. Contact information for the on—call service personnel shall be provided to the City Engineer. Contractor shall be responsible for providing power supply for bypass operations q1x `VX. 10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 4" - 500 GPM PUMP IN I SUCTION INLET MANHOLE SCHEMATIC BYPASS 4" - 500 GPM PUMP IN SUCTION INLET MANHOLE EXIST 8" STUB INV. (34.38) EXTEND 10' EAST EXIST CURB — EXIST PAVING GUTTER & & BASE SIDEWALK awaom 0 WINN Arim 3 do w CA 0 0 W CL 45' 0 `n FARM BRI. ----- --- _ — — —) —�---------�---- W 11+00 + 13+00 14+00 z JOINT N -j I--- _ _ - 540+97.65 W - - - - - - - - - - - - - - - EXIST 8" STUB 00 - - - 1h 6 G1 - - - - - - _} LLIU INV. (35.78) etiP JOINT 1 ~LTJ - ^�- EXTEND 10' EAST a �'� a� -- ��k P -- ! 541+22.35 1 _ < Ld PROPOSED 32.5' ,X�1 I LICENSE "PREMISES" I_ e551 _I_ I __ 110' I ARVIN—EDISON WATER STORAGE DISTRICT NOTES 1. THE LICENSEE (CITY OF BAKERSFIELD) SHALL POST AND MAINTAIN �S I w CK I J SIGNAGE ON BOTH SIDES OF THE CROSSING. THE SIGNS ARE TO INCLUDE 24 - HOUR � w EMERGENCY CONTACT TELEPHONE NUMBERS o M 2. CONTRACTOR SHALL NOTIFY ARYAN- EDISON WATER STORAGE DISTRICT 48 - HOUS IN ADVANCE z OF COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN AEWSD RIGHT-OF-WAY. I; z M 3. CONTRACTOR SHALL MAINTAIN ACCESS AROUND THE CONSTRUCTION SITE AT ALL TIMES FOR w � 3 v 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR SECURITY AS NECESSARY AND ENSURE THAT ALL GATES ARE CLOSED AND LOCKED WHEN THE PROJECT SITE IS UNATTENDED. O U U FARM BRIDGE EXCEEDING THE SPECIFIED WEIGHT LIMIT. 45' EXIST CURB — EXIST PAVING GUTTER & & BASE SIDEWALK awaom 0 WINN Arim 3 do w CA 0 0 W CL 45' 0 `n FARM BRI. ----- --- _ — — —) —�---------�---- W 11+00 + 13+00 14+00 z JOINT N -j I--- _ _ - 540+97.65 W - - - - - - - - - - - - - - - EXIST 8" STUB 00 - - - 1h 6 G1 - - - - - - _} LLIU INV. (35.78) etiP JOINT 1 ~LTJ - ^�- EXTEND 10' EAST a �'� a� -- ��k P -- ! 541+22.35 1 _ < Ld PROPOSED 32.5' ,X�1 I LICENSE "PREMISES" I_ e551 _I_ I __ 110' I ARVIN—EDISON WATER STORAGE DISTRICT NOTES 1. THE LICENSEE (CITY OF BAKERSFIELD) SHALL POST AND MAINTAIN I w CK I J SIGNAGE ON BOTH SIDES OF THE CROSSING. THE SIGNS ARE TO INCLUDE 24 - HOUR EMERGENCY CONTACT TELEPHONE NUMBERS M 2. CONTRACTOR SHALL NOTIFY ARYAN- EDISON WATER STORAGE DISTRICT 48 - HOUS IN ADVANCE OF COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN AEWSD RIGHT-OF-WAY. I; M 3. CONTRACTOR SHALL MAINTAIN ACCESS AROUND THE CONSTRUCTION SITE AT ALL TIMES FOR AEWSD PERSONNEL TO ACCESS EXISTING MAINTENANCE ROADS. THE AEWSD INTAKE CANAL m REMAIN IN OPERATION AT ALL TIMES EXCEPT AS DIRECTED BY AEWSD. v 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR SECURITY AS NECESSARY AND ENSURE THAT ALL GATES ARE CLOSED AND LOCKED WHEN THE PROJECT SITE IS UNATTENDED. 5. NO MATERIALS OF ANY KIND WILL BE ALLOWED TO ENTER THE AEWSD INTAKE CANAL. 6. NO HEAVY EQUIPMENT OR OTHER LOADING SHALL BE IMPOSED ON THE EXISTING FARM BRIDGE EXCEEDING THE SPECIFIED WEIGHT LIMIT. SCALES SECTION A -A 1"= 10' HO RIZ: 1" = 5 0' VERT: 1" = 4' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 165' Ii1ADE ARVIN EDIS INTAKE CANAL R# W # 55' 1 # 110' I # }360 ?{t # ! ! t # € E t E I 360_ __ ; -._-_-___._--------- ______.__._._ 1---------- F_________ I EXISTING VENT MANHOLE TO BE REPLACED AFTER F 3 " DEMOLITION €�Y NEW 12 SEWEq MAW_1 ro } } __� fi # 357.5± TOP FARM BRIDGE DECK I `- 10 ----------- ��� APPROXMATE;? NATURAL GROUND ®. 356 CVL SEWER t _____m_�._ _ _--___ `13 ____ __ _a 1355.25 TOP LINER 352 CANAL TO BE!OPEN CUT AND U� ER REPLACED _-_----_._______.._._..___,_ ___.____-__.__._,___. _____..___ _.__.____._-._._ _._____.____.._vw.____.__.___,_ ___.__..__._..__ _ 352 ..{ ,._._.._..______ - .1.__ _..._-•#••w-EXIsiING-PAN�_FR(�k-sTA:--;�i40�1-s�55-To-___.- _ STA. 541+22.35 TO BE REMOVEQ AND REPLACED PLACE CONTROL JOINT AT STA. �41+10.00 ! ? # ! t € # # # ? SEE DETAILS ON SHEET 6 # TRENCHING SHALL CONFORM TO #OSHA SAFETY STANDARDS. TRENCH BLOW CANAL TO BE {BACKFILLED WITH 1 SACK E t # # # # t 4 § I #--_-___ - - € CEMENT SLURRY TO 93% COMPACTION. i -i -7 r ( -f N r r r # g' i # T ,_._._.__.----_I__.____._-_.__..i_ _ _.r.. -® - -T-- -,- --t'- - 348 1 j # € ! iZ # E ? i E i P z +#4 'I 1 It • t� # # I # 3 # 0 00 344 __ _ § # I itn I # # o t # € , I I # + I S ! E t # t i # # 343 7 INVERT ' # 4 x__ __ _# _ __.__._ t m __ 17- __ _ ._.,_... .....___..•._.1_ -___--._-__-L._.-._._......_--...._#..,.__.._._..-----1 ___ _ - J _ __ __ _ � _l.__ __ -__ -.__S _ __ __ _ _t._.__.,_-..._..- t._...__.....-___-_ ---_._......_,..__ - # ____ _ l __ _!� _!•..__,._-........__l _ _ _._.___ 3..__....._-----._-_L ___ _ __I__--....__.._ _ T...._ --_.,.._.___._.i-..__._-._,_ __..J_ �� __. _____ I.__-------..._..1.....___........---. - -? + __ _______ a ____ ! i i ----------- --------------- # # # I # # I # # # f E # _. _340__.-__. ----------- ° # ' _— — — — — — — ----------I____.______�_________— OM � r 0.32% 0.32% } I 336 ' ' i _ __ _ ..___ .__ # __._.._____ f _____._____ # t # # E ._._ ..._..._.____ i __- _. I _ _ _ _.- E t € # ? E _-# ---- - ` �_ 336 u' � � # �Dc Va # ytK' Q� I I) /� 1 yL 3� I 'h �y s3 � ti�3�� , �a�� ( ti� •�, ? � ____ Q � _ .._ _._ �---• __.._ ----? ._. _.. � ---- __. _ ?---- — { # i i t # # { # I € t # E € �° iy ..� � RE�ORD INVERT PROFILE EXIST. 10" PVC SEWER 1 I # # 332 INSTALL 359.9�f LF OF 8" PVC EWER MAIN INSTALL 00 LF OF 8" P SEWER MAIN i _ _ IAISTA 360.00 LF OF 8€. PVC SEWER MAI _ _ _ ---��- ! _ INS ALL 380.00 LF 8" PVC SEWER AIN _. _ _ _._ _ _ i _ _ -_ _ _ _ t _ _ # _ _ ___ _ _ __. _ ._._ _ _ i ___....__ _ ._ - _ _t __- �__ - _ __ __- _ _ �$_ _ _ _ _. _______ _ _ - _ L _ _ . _ _ _ �. M 332 EXISTING I J €0" SEWER LINE T4 # I i BE REPLA ED WITH A 12" WAIN. t ; # # REMOVE EXIST 10" FROM WET WELL fi AND REGROUT WITH NEW 124 § # } # } t ' ' # i # ! # TRACT NO. 8885 OFFSITE SEWER EXHIBIT "E" - SEWER PLANS & PROFILES ., ACE#17564 n iL L � dr SHEET 2 DRAWN BY J.K.D. DATE 9-01-15 ANITATION.^ MADISON STREET CIVIL SIRU s OF 6 STRUCTURAL___ ELMARTER & ASSOC. ENGINEERS._iira�t=_ DELMARTER & ASSOC. �� 2019 WEsrmND DRIVE sTE "C" 9AKERsFTELD, CA. 93301 BY:' PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER _7M ?-------- SURVEYORS R.C.E.: 564 == tnrlo "�uNc: DATE: �%� C.® =wz _TY UNE. OPIWIT - JOB NO. 14091 8 KLMARTER k AS= Q z Q U _ z r. ATNF TRACT N. `712 0 o � Ld Q 1 I EDGE EXISTING PAVING I � Z Q STREET RIGHT—OF—WAY DEDICATION J PER DOC_ NO. 0206174930 O.R. jPROPOSED STORM DRAIN PER TRACT NO. 6712 PLANS a- EX.._I^S_TI_N_G S_Eti#�fi#!3�iii?€iiii# W E_..yR._-PER TRACT .J.NXii§i?9i.ii#€ii[=.iii O_°—y . _..63P__"3.�3 � OFFSITE FFSITE iiL's>€1-[!itfi?�#i!1 #iI€ i#si ! g�#3i #'{ •�!!P_L-_-.A_—.N__S PROPti€{'fi1i�OS—ED_....SEWER EWER P_..E.._.R .T. R_..—_A_.CT.._N_._..0.._. .__6._..71_._2�._ PLANS LANS __..--__-___.._.__.._..._...._e.I# !'tf#}ii}:{i i4i�#2�!?i?fi #1Si }? #3i? kti4!i ,ssi #3!i4iiti !# _._....._.---____`.._1.__A_�_._.�0_._.o_._._�QmSFU.OO._.k ._.i!i}ti#1t{#;�i! 3;1_i#}d'i_t•4 _���) �____y.$_Q_�..'._�_'�` __�_@___-3' ___i.o�_....-._-__.____.__#!#€#ii#i'ti11}t#{i1 iw#1i#i iii{i i1 —#3it? }1�## }}i#i #'s}iii#.33#i _________.._. ..__.._.____._.__. ._._.__.!#i}{!iii'.iii1.i}i#ii €#}i'}{ i1#ii� }!{ i#1! #i1}} _##ssii i###�ii.._._—_...__._—_—___._ _.__________..__ ___—_..___i.E€{i€#ii#tkiiti�f#}4i.ii(# Iii1it ii i##i ##t##i 3!i_€1ii1i €#!i![._________._.___._____._._._._____._____ _.__.....___.__O._____.E.__.._._.____—-i#!#ii3if{iiFt.ii?"# #itiii ##iii i •#tii}# !#ii ?i1, i'it?#S#3? .— _._._.____.__.._-_._.._ _._.—._..0._.___..¢___3.2�.__.. .!(��� '.__�_g_o.____Q_�_,__�_�_�•j __? 'r i##iii#?#i'•;i�isi'#{i#i1 C%i,',ii1',�,'�!I�i,i�! L._._.._M_._._.___._..A......__....D_.._.._.___,.I..._SO.�_.#1iiii#i3.i!ii##iiii N ..._D..S._TR..3.T__p Lli EA0_ET A3q' # 26+43.60 6+43.LLJ 60 19+00 20 3'28"E 21+0 22+0013+00 14+ 15+00 NOO 2? —� _I. `�Q .,y •.�sJ �i ii13#!r#?ii#ii?#lt#Fii#; ##i# t!i _ 5_ _ O16Od% N 17+00 18+00 10 42 = w N X8 -J STREET i05n� P -Fz_ PER DOC. NO. 215099044 O.R.W U Ld W <Et_� Lu JLuSCALES HORIZ- 1"-50' . "=50'HORIZ: VERT: 1"= 4 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 360360____________________�_________._}_______ ----------- ----------- __ . GROUND ® C/q SEWER — 356356 Q OZ ZO 352N _ ... __ N C7 C44 a Z Za+ + o m {WV 50.00 LF SCH. 403 } 348RECORD PROALE PROPOSED STORM DRAIN 348 m co CV THICK STEEL CAST G i + + 'Lo+ NN INSTALL PER C.O.B. N TANDARD SW -8 ON HEET1 344344 ___-_-____ __-____ _-_____ __ ___ _--_________.-________ �-T____.____- ,�__________�___-______-�_____________________ ____ _�� �___�_r_____ _____ ______ _ ____ 3 4 0.32% � 340 ._-______�SEVE_____________-__-----340 0.32% 4 #" RECORD PROFEXISi SEWER _._ __336 _ �_ __ ____-----���--._A_ —�_—�—_____ i 332INSTALL 380.07 LOF 8" PVC SEER MAIN INSTALL 38.00 F OF 8" PVC SEWERiMAIN INSTALL 403.61 LF OF 8" PC SEWERMAIN332 INSTALL 380.00 LF OF PVCSEWER MAIN _9 ._' _ _ _. _ -- - - -- T vr1: &t ! . .' eROFESS TRACT NO. 6885 OFFSITE SEWER EXHIBIT "E" - SEWER PLANS & PROFILES DRAY! BY : J.K.D. DATE : ���Q�S X • uE( �9�� yc' ELMARTER & ASSOC. > � Z Lu Na 17564 * * BY: JAMES K. DELMARTER `rT9l CIVIL a�Q R.C. 7564 Q F CF CAL�FDATE: l 216 — L. sail_=.____ SHEET 3 HYORAUU N A ©I S O N STREET (CONT ) CIVIL •S1DRAUUCS S OF 6 ENGINEERS .------, DELMARTER & ASSOC. 2019 WSTNAND DRIVE STE "C" BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 __�nNo e�a►vnirKc SURVEYORS LAND LEVELING PROPERTY UNE ===SUBDIVISIOW vrol /-3 'DRAFTING: JOB NO. 14091 8 " GUIDE BRACKET INCLUDED (NOT SHOWN) EXISTING DISCHARGE ELBOWS PLAN SCALE 1 / 15 34ft Imo. r.Yii�Y.i lei oil @ 2015 ROMTEC INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED, OR FURTHER DISTRIBUTED, AND NO COMPONENTS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT WRITTEN PERMISSION OF ROMTEC, INC. PROFILE SCALE 1 / 15 ONE PUMP WILL BE DRILLED/PREPARED TO ACCEPT A MIX FLUSH VALVE (EXISTING) -EXISTING VALVE IS TO BE REMOVED FROM EXISTING PUMP AND CLEANED FOR INSPECTION BY CITY ENGINEER. -CONTRACTOR TO DEMONSTRATE RELIABLE OPERATION AND VERIFY PROPER OPENING AND CLOSING. -IF THE VALVE PASSES INSPECTION, IT MAY BE INSTALLED ON THE NEW PUMPS. THE INSTALLED VALVE WILL THEN AGAIN NEED TO BE DEMONSTRATED UNDER NORMAL PUMP OPERATION. -IF VALVE PASSES OPERATION CHECKS, IT WILL REMAIN IN SERVICE AND THE ONE YEAR WARRANTY PERIOD IS TO APPLY TO VALVE, AS WELL AS THE NEW REPLACEMENT PUMPS. -IF VALVE FAILS ANY OPERATIONAL TESTS, IT SHALL BE REPLACED WITH A NEW AND EQUAL VALVE. EXISTING WET WELL BASE AND ELBOWS' -- (REMAINDER OF WET WELL i•�r�' _ 1 4 EQUIPMENT REMOVED FOR CLARITY) \\ \� ITEM #1 IS REPLACING EXISTING 7.5HP PUMPS \ \\\\ / \ \Q N.I \\ \\\ \ NNNN CONTRACTOR TO VERIFY AND DEMONSTRATE PROPER NON -LEAKING FIT OF NEW PUMPS TO ISOMETRIC EXISTING DISCHARGE ELBOWS SCALE 1 / 15 Allow -�rnr -r r ------------------ - FRONT SCALE 1 / 15 Parts List ITEM QTY STOCK NUMBER DESCRIPTION 1 2 30-5500 PUMP - FLYGT - NP3153MT #437 12HP 230V/3PH 50FT CABLE 2 2 32-5492 LINK - 1/2in - OBLONG CORROSION RESISTANT - 2900# 3 2 32-5942 BOW SHACKLE - 3/8in - SS W/SCREW PIN 4 2 32-6065 CORD GRIP - 1.000in - 1.240 DIA SS 5 2 32-6354 CABLE - LIFTING SLING ASSEMBLY (34ft LENGTH) 6 4.0 ft 32-6600 CHAIN - 316SS - S5 9-32 (2 x 2ft) EXISTING PUMPS MODEL: FLYGT NP3127MT 6" OUTLET MOTOR: 7.5HP 230V/3PH 19A 4 -POLE, FM RATED DUTY POINT: 648 GPM @ 30.9 TDH (25.3' STATIC) VELOCITY IN 6" SS WELL PIPING: 7.2 ft/s (1.444 CFS THRU .200 sqft) VELOCITY IN 6" DI VAULT PIPING: 6.8 ft/s (1.444 CFS THRU .211 sqft) VELOCITY IN 8" PVC FORCE MAIN: 4.2 ft/s (1.444 CFS THRU .347 sqft) 10 PUMP STARTS/HR = 6.0 MINUTE CYCLE REQUIRED VOLUME: 972 GALLONS (VOLUME PUMPING RATE x CYCLE TIME / 4 ) START TO STOP: 4.60 FEET (6ft DIA. WELL CONTAINS 211.49 GAL/ft) SENSOR AND ELEVATION TABLE LEVEL ELEVATION DISTANCE BETWEEN POINTS SET POINT DESCRIPTION 333.09' INVERTIN --- BACK UP PUMPS START --- SENSOR SPACING --- BACK UP PUMPS STOP --- SENSOR SPACING --- BACK UP HL ALARM 332.52' HIGH LEVEL ALARM 0.50' SENSOR SPACING 332.02' LAG PUMP START 0.50' SENSOR SPACING 331.52' LEAD PUMP START 4.60' SENSOR SPACING 326.92' PUMP STOP 2.73' DISTANCE TO FLOOR 324.19' FLOOR ELEVATION REPLACEMENT PUMPS MODEL: FLYGT NP3153MT 6" OUTLET MOTOR: 12HP 230V/3PH 32A 4 -POLE, FM RATED DUTY POINT: 825 GPM @ 34.9 TDH (26.1' STATIC) VELOCITY IN 6" SS WELL PIPING: 9.2 ft/s (1.838 CFS THRU .200 sqft) VELOCITY IN 6" DI VAULT PIPING: 8.7 ft/s (1.838 CFS THRU .211 sqft) VELOCITY IN 8" PVC FORCE MAIN: 5.3 ft/s (1.838 CFS THRU .347 sqft) 10 PUMP STARTS/HR = 6.0 MINUTE CYCLE REQUIRED VOLUME: 1237.5 GALLONS START TO STOP: 5.85 FEET SENSOR AND ELEVATION TABLE LEVEL ELEVATION DISTANCE BETWEEN POINTS SET POINT DESCRIPTION 333.09' . INVERTIN --- BACK UP PUMPS START --- SENSOR SPACING --- BACK UP PUMPS STOP --- SENSOR SPACING --- BACK UP HL ALARM 333.09' HIGH LEVEL ALARM 0.50' SENSOR SPACING 332.59' LAG PUMP START 0.50 SENSOR SPACING 332.09' LEAD PUMP START 5.90' SENSOR SPACING 326.19' PUMP STOP 2.00' DISTANCE TO FLOOR 324.19' FLOOR ELEVATION NOTE: THE STOP ELEVATION WAS LOWERED TO ACCOMODATE THE LARGER VOLUME REQUIRED. THE LOW WATER LEVEL IS NOW 2.00 FEET ABOVE THE FLOOR THE MINIMUM WATER LEVEL FOR NP3153MT IS 1.0 FEET REPLACEMENT PUMPS (TWO PUMPS RUNNING) DUTY POINT: 771 GPM (EACH) @ 36.1 TDH (26.1' STATIC) VELOCITY IN 6" SS WELL PIPING: 8.6 ft/s (1.718 CFS THRU .200 sqft) VELOCITY IN 6" DI VAULT PIPING: 8.1 ft/s (1.718 CFS THRU .211 sqft) VELOCITY IN 8" PVC FORCE MAIN: 9.9 ft/s (3.436 CFS THRU .347 sqft) NOTE: THE CONTROL PANEL UPGRADE INCLUDES NEMA SIZE 2 STARTERS WHICH ARE ADEQUATELY SIZED FOR 12HP PUMPS. ESS/® J. C13 O'® C-7 NOTE: ALL DIMENSIONS AND ELEVATIONS SHOWN "' ARE NOMINAL DIMENSIONS. IT IS THE RESPONSIBILITY P. OF THE ON-SITE CONTRACTOR OR ROMTEC UTILITIES J',,� c CUSTOMER (NOT ROMTEC UTILITIES) TO VERIFY THE ���' OF ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. /. 2 ' X08105 P4 -3 z Y C¢7 W �Zoff' ¢ 00 �Z pmmLn Ln H1z' P-4 0 •-, W o Nz o=Q ¢ Y Y Cn Z� ' go w czaYQ CCU z cD wz zP--q 03: 0.2 o0 V u Qo ON (3) z °000 z0�� m w °� rn "0 �0�,^i Ul z p) � ..� V_ W LL C14 V) 000 v-4 deW U LR a o a b z F_ W 50W V W oC SHEET 4OF6 JOB NUMBER RMTC 0000 cp 3 ti 0 z 3 a 0 z w z 0 0- n n to U a i IS c� z a 0 F w z 0 CL i 0 i M U 0 0 i to co co U 0 M t� �o U Q a i 0 oN N W �o VAULT DESIGN NOTES: 1. ALL PIPING & VALVES WITHIN VAL 2. HATCH DESIGN LOADS: OCCASION) H-20 DESIGN . 3. VALVES AND VAULT PIPING SYSTE 100 PSI AFTER ASSEMBLY. 51 EMERGENCY PUMPING PORT. ECCENTRIC PLUG VALVE W/ BL FLANGE, VALMATIC CAMCENTRIC W/WORM GEAR ACCUATOR AND WHEEL, MODEL 5806R/7AO8. FLYGT ALUMINUM ACCESS HATC PRECAST INTO VAULT TOP SLAE FDRND—HD-44X68 A0. 53 CL 52 DI PIPE SPOOL (PE x F 54 DI SLEEVE COUPLING, DI TO DI 55 DI PIPE SPOOL (FLG x PE) 56 FLANGED CAST IRON BODY HORIZONTAL SWING CHECK VAL' CLOW STYLE 106SL, OR APPRC EQUAL. 57 ECCENTRIC PLUG VALVE WITH VA GEAR ACTUATOR AND 2—INCH OPERATING NUT, VAL—MATIC MO 5806R/8AO2. 58 Dl 45' BEND (FLG x FLG) 59 DI PIPE SPOOL (FLG x FLG) 60 DI TEE (FLG x FLG) 61 ISOLATION RING, ASHCROFT 1S0' WITH 3 1/2- PRESSURE GAUGE, ASHCROFT DURALIFE TYPE 1009. DI PIPE SPOOL (FLG x PE) 63 ADJUSTABLE PIPE SUPPORT, STANDON (TYP OF 4). 64 VAULT SEAL, LINKSEAL, OR APPROVED EQUAL. (TYP OF 3). 65 RETAINER GLAND CENTERED IN THRUST COLLAR, ROMA GRIP. (TYP OF 3). 66 NOT USED. 67 DI TRUE WYE (FLG X FLG). 68 PRECAST VAULT SUMP FOR SUMP PUMP OR GRAVITY DRAIN TO APPROVED POINT. 69 GRAVITY DRAIN, 2" STRAINER, 2" P—TRAP ASSEMBLY, 2" PIPE (SCH 40), 2" FLAPPER VALVE AT END OF PIPE INSIDE WET WELL (BY OTHERS). 70 MANUAL AIR BLEED ASSEMBLY: A — SERVICE SADDLE W/ 1/2" TAP (FIP) B — 1/2" STAINLESS STEEL BALL VALVE W/"DEADMAN" SPRING RETURN HANDLE C — 1/2" x 1 " 90' ELL D — 1 " X 2" PVC INCREASER E — 2" 90' PVC BEND F — 2" SCH. 40 PIPE (TYP) NOTE: WETWELL TOP SLAB IS OCCASIONALLY TRAFFIC RATED 1 HKU51 . KL5 I KAINT COLLAR CONCRETE FOOTING, 10" X 24" ;z�—(TYP. EACH END, BY OTHERS)OPENING ADEQUATE REINFORCING BY OTHERS FLOOR ELEV.= 349.25' PRECAST LID W/ ALUMINUM VAULT HATCH PRECAST CONCRETE VAULT W/ EXTENSION(S) AS REQUIRED, UTILITY VAULT MODEL 687-2—LA. PROFILE 6" VALVE VAULT SCALE: 1/2" = 1'-0" WET WELL LEVEL SETTINGS (EXISTING) (SEE PG 4 FOR NEW LEVEL SETTINGS): LEAD PUMP OFF ELEV. = 320.92 LAG PUMP OFF ELEV. = 327.42 LEAD PUMP START ELEV. = 331.52 LAG PUMP START ELEV. = 332.02 HIGH LEVEL ALARM ELEV. = 332.52 6" VALVE VAULT INVERT ELEV: 352.25' .L 6" DISCHARGE ELEV: 352.25' w w L= 332.52 W = 326.92 M 2' .e 7" FA 1.5 S. F. FT. T- THIS SHEET IS FOR REFERENCE ONLY, ITEMS 1, 7, & 8 ARE: INCLUDED IN THE PUMP PACKAGE TO REPLACE THE EXISTING 7,5HP PUMPS, (SEE PG 4 OF 5) ALL OTHER ITEMS ARE EXISTING AND ARE TO REMAIN IN PLACE 12" PVC PIPE FOR �1 SUBMERSIBLE NON—CLOG SEWAGE PUMPS, FLYGT BLOWER FAN DUCTING MODEL NP -3153 (437) W/ 60' OF CABLE. (DUCTING BY OTHERS) PRECAST TOP SLAB WITH ACCESS COVER, CABLE TRAY, WET WELL VENT, AND ANCHOR INSERTS FOR DISCONNECT PANEL AND PUMP HOIST RIM ELEV: 356.00' 12" PVC PIPE FOR ~`BLOWER FAN DUCTING (DUCTING BY OTHERS) 12" PVC AIR DUCT INVERT EL. _ ELEV. 352.00' PRECAST WETWELL BARREL SECTIONS CONFORMING TO ASTM C-478 WITH SINGLE • OFFSET R-3 RUBBER GASKET JOINTS. BARREL LENGTHS AS 15 15 REQUIRED FOR DEPTHS SHOWN. BOTTOM OF AIR DUCT ELEV: 340.00 INFLUENT PIPE 10" till(PVC oil11�� z ELEV SDR 35) 333.09' 10 F---] n BY OTHERS 0 J SEE PLAN VIEW . ' w FOR ORIENTATION. Q �— ." 0 � z w i J p C6 ` n %it Ln co w3 0 c.� w i � wa 0 O J w � z0 PROFILE 6' DIAMETER WETWELL SCALE: 1/2" = 1'--0" —FLOOR ELEV: 324.19' t2 6—INCH FLYGT DISCHARGE ELBOW. �3 6" STAINLESS STEEL 'DISCHARGE PIPING (SCHED 40) FACTORY TESTED. PROVIDE ALL PIPE PENETRATION(S) WITH LINK SEAL OR APPROVED EQUAL. O4 STAINLESS STEEL DISCHARGE PIPE ANCHOR BRACKET. O5 FLEXIBLE EXPANSION COUPLING, ROMAC FLEXIJOINT. ® TWO 2—INCH SCHEDULE 40 STAINLESS STEEL GUIDE BARS FOR EACH PUMP (FULL HEIGHT). ATTACH TO HATCH UNI—STRUT WITH FLYGT UPPER GUIDE BAR BRACKET. �7 PUMP POWER CABLE WITH QUICK CONNECT COUPLING AT PUMP CONTROL PANEL. PROVIDE EACH CABLE WITH A STAINLESS STEEL BASKET CABLE GRIP ATTACHED TO HOOK ON UPPER GUIDE BAR BRACKET. ® STAINLESS STEEL CHAIN SLING FOR PUMP RETRIEVAL USING FLYGT GRIP—EYE. ATTACH TO PUMP LIFTING HANDLE. 0 1/4" STAINLESS STEEL CHAIN (S-4 ATTACHED TO PUMP HANDLE. PROVIDE CHAIN WITH 3/8" & 1/2's STAINLESS STEEL BOW SHACKLE WITH SCREW PIN ATTACHED TO PUMP HANDLE, ATTACH UPPER END OF CHAIN TO HOOK ON UPPER GUIDE BAR BRACKET. 10 WETWELL SEAL, LINKSEAL, OR APPROVED EQUAL. 11 PUMP 'LIQUID LEVEL CONTROL PRESSURE TRANSDUCER, FLYGT LS100 (84 30 59). PROVIDE MOUNTING BRACKET MOUNTED TO HATCH UNI—STRUT. PROVIDE HEAVILY WEIGHTED STAINLESS STEEL CABLE. 12 REDUNDENT CONTROL SYSTEM. (3) FLYGT ENM-10 LIQUID LEVEL SENSORS. PROVIDE HEAVILY WEIGHTED STAINLESS STEEL CABLE, 13 CABLE HATCH EXTENSION SIX FOOT (6') WITH LEFT HAND 90' TRANSITION. 14 HDPE INFLUENT DEFLECTOR WITH FULL SIZE INSPECTION HOLE AND GUILLOTINE COVER. 15 1/8" STAINLESS STEEL LIFTING CABLE FOR INFLUENT DEFLECTOR INSPECTION HOLE COVER. PERMANENTLY ATTACH UPPER END OF CABLE TO HATCH UNI—STRUT. 16 FLYGT ALUMINUM ACCESS HATCH PRECAST INTO WETWELL TOP SLAB. PROVIDE WITH SAFE—HATCH SAFETY GRATE BY FLYGT. FLED— HD-33-5X44AOSH. PROVIDE SLAM—LOCK AND RECESSED PADLOCK HASP. 17 ALUMINUM CABLE HATCH AND WETWELL VENT PRECAST INTO WETWELL TOP SLAB. PROVIDE WITH STAINLESS STEEL HINGES AND SLAM—LOCK. 18 STAINLESS STEEL ANCHOR INSERTS FOR PUMP DISCONNECT PANEL. 19 STAINLESS STEEL ANCHOR INSERTS FOR PUMP DAVIT CRANE BASE. 20 NOT USED. PROVIDE WETWELL AND UNDERSIDE OF TOP SLAB WITH AMERON T—LOCK PVC SHEET LINING. PRECAST WETWELL BASE ASSEMBLY WITH FLYGT TOP 150 FIBERGLASS SELF—CLEANING SUMP. IMCORD DRAM-ViNNGK #17584 DATE 00"- offss/off J. 0} ,as � co OF CAS-���� -&A&5 P14/-3 sommmmumm oil11�� z F---] n 0 J Q �— > z w i J z ` n J W Ln co w3 0 � i � 0 O J w � z0 Y 0 w Q w0'zcn0> zn za lyQ PROFILE 6' DIAMETER WETWELL SCALE: 1/2" = 1'--0" —FLOOR ELEV: 324.19' t2 6—INCH FLYGT DISCHARGE ELBOW. �3 6" STAINLESS STEEL 'DISCHARGE PIPING (SCHED 40) FACTORY TESTED. PROVIDE ALL PIPE PENETRATION(S) WITH LINK SEAL OR APPROVED EQUAL. O4 STAINLESS STEEL DISCHARGE PIPE ANCHOR BRACKET. O5 FLEXIBLE EXPANSION COUPLING, ROMAC FLEXIJOINT. ® TWO 2—INCH SCHEDULE 40 STAINLESS STEEL GUIDE BARS FOR EACH PUMP (FULL HEIGHT). ATTACH TO HATCH UNI—STRUT WITH FLYGT UPPER GUIDE BAR BRACKET. �7 PUMP POWER CABLE WITH QUICK CONNECT COUPLING AT PUMP CONTROL PANEL. PROVIDE EACH CABLE WITH A STAINLESS STEEL BASKET CABLE GRIP ATTACHED TO HOOK ON UPPER GUIDE BAR BRACKET. ® STAINLESS STEEL CHAIN SLING FOR PUMP RETRIEVAL USING FLYGT GRIP—EYE. ATTACH TO PUMP LIFTING HANDLE. 0 1/4" STAINLESS STEEL CHAIN (S-4 ATTACHED TO PUMP HANDLE. PROVIDE CHAIN WITH 3/8" & 1/2's STAINLESS STEEL BOW SHACKLE WITH SCREW PIN ATTACHED TO PUMP HANDLE, ATTACH UPPER END OF CHAIN TO HOOK ON UPPER GUIDE BAR BRACKET. 10 WETWELL SEAL, LINKSEAL, OR APPROVED EQUAL. 11 PUMP 'LIQUID LEVEL CONTROL PRESSURE TRANSDUCER, FLYGT LS100 (84 30 59). PROVIDE MOUNTING BRACKET MOUNTED TO HATCH UNI—STRUT. PROVIDE HEAVILY WEIGHTED STAINLESS STEEL CABLE. 12 REDUNDENT CONTROL SYSTEM. (3) FLYGT ENM-10 LIQUID LEVEL SENSORS. PROVIDE HEAVILY WEIGHTED STAINLESS STEEL CABLE, 13 CABLE HATCH EXTENSION SIX FOOT (6') WITH LEFT HAND 90' TRANSITION. 14 HDPE INFLUENT DEFLECTOR WITH FULL SIZE INSPECTION HOLE AND GUILLOTINE COVER. 15 1/8" STAINLESS STEEL LIFTING CABLE FOR INFLUENT DEFLECTOR INSPECTION HOLE COVER. PERMANENTLY ATTACH UPPER END OF CABLE TO HATCH UNI—STRUT. 16 FLYGT ALUMINUM ACCESS HATCH PRECAST INTO WETWELL TOP SLAB. PROVIDE WITH SAFE—HATCH SAFETY GRATE BY FLYGT. FLED— HD-33-5X44AOSH. PROVIDE SLAM—LOCK AND RECESSED PADLOCK HASP. 17 ALUMINUM CABLE HATCH AND WETWELL VENT PRECAST INTO WETWELL TOP SLAB. PROVIDE WITH STAINLESS STEEL HINGES AND SLAM—LOCK. 18 STAINLESS STEEL ANCHOR INSERTS FOR PUMP DISCONNECT PANEL. 19 STAINLESS STEEL ANCHOR INSERTS FOR PUMP DAVIT CRANE BASE. 20 NOT USED. PROVIDE WETWELL AND UNDERSIDE OF TOP SLAB WITH AMERON T—LOCK PVC SHEET LINING. PRECAST WETWELL BASE ASSEMBLY WITH FLYGT TOP 150 FIBERGLASS SELF—CLEANING SUMP. IMCORD DRAM-ViNNGK #17584 DATE 00"- offss/off J. 0} ,as � co OF CAS-���� -&A&5 P14/-3 sommmmumm SHEET 5of 6 JOB NUMBER RM TC 0133 z F---] n 0 J Q �— > z w i J z ` n J W Ln co w3 0 � � 0 O J w � z0 Y 0 w Q w0'zcn0> zn za lyQ ^ ��(nz=> ago Q0 = wmzQUQF-wwww U J�, I— m o = > 1= U z Op > w0-; 1'-0" i� CANAL LINING THICKENED EDGE (TYP) 1.5t MATCH (E) LONGITUDINAL CONTROL JOINT FURNISH AND INSTALL ELASTOMERIC SEALANT IN GAP LOCATED APPROX 12' ABOVE BOTTOM RADIUS. BOTH SIDES TYPICAL. (SEE NOTE) MATCH ADJACENT PANELS NOT TO SCALE W w z Y U_ 2 f- 0 z Z J FURNISH AND INSTALL 1/4" \ ELASTOMERIC SEALANT MIN IN GAP (SEE NOTE)— • SEALANT NOTE: ALL CONTROL JOINTS SHALL HAVE "SIKAFLEX 2C" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONTROL JOINT SEALANT NOTE: ALL COLD JOINT INTERFACES BETWEEN SURFACES SHALL HAVE "SIKAFLEX 2C" ELASTOMERIC SEALANT OR APPROVED EQUAL. FURNISH AND INSTALL ELASTOMERIC SEALANT IN GAP EVERY 10 FT IN TRANSVERSE DIRECTIONS (SEE NOTE) 7?3 THICKENED RADIUS r` R=2't MATCH (E) w 1— O w z to 1n ujw wis J zo M CANAL LINING FURNISH AND INSTALL ELASTOMERIC SEALANT CONSTRUCT 3/4" IN GAP (SEE NOTE) CHAMFER AT JOINT SAWCUT LINE NEW LINING (E) CONCRETE LINING a - - - d, . fS d_ 4 "� 6" 6" POUR 6" UNDER (E) CONCRETE LINING SEALANT NOTE: ALL COLD JOINT INTERFACES BETWEEN SURFACES SHALL HAVE "SIKAFLEX 2C" ELASTOMERIC SEALANT OR APPROVED EQUAL. 1.5t MATCH (E) �r . h a :v ` CANAL LINING FG NOTES CONTRACTOR TO VERIFY FLOW RATES WITH AEWSD PRIOR TO CONSTRUCTION. FLOW RATE SHOWN BELOW IS APPROXIMATE FOR THE MONTH OFJtAA6644L 1 201ro. CONTRACTOR RESPONSIBLE FOR PROVIDING 100% PUMP REDUNDANCY IN THE EVENT ONE FAILS, AS WELL AS 2590 INCREASE IN FLOW STATED BY AEWSD. WATER CONTROL PLAN SHALL BE APPROVED BY AEWSD & ENGINEER PRIOR TO CONSTRUCTION. TEMPORARY BYPASS PIPELINE Z_ N moolow. - I - I --, .... NOT TO SCALE APPROXIMATE (E) TOP OF LINING COFFER DAM z d - (DESIGN BY CONTRACTOR) BYPASS PUMP Q= 50 CFS ±20" TO (� OF CROSSING 00 °O FLOW APPROXIMATE (E) CANAL INVERT COFFER DAM SCHEMATIC �j� . " 6..d�vi .9 1. /✓/�/� w No. 17564 clv►L 9F, chO GENERAL NOTES 1. ARVIN—EDISON WATER STORAGE DISTRICT (AEWSD 661-854-5573) SHALL BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR EXISTING DISTRICT FACILITIES. ACCESS WITHIN AEWSD RIGHT OF WAY SHALL BE COORDINATED PRIOR TO CONSTRUCTION AND IN CONFORMANCE WITH THE LICENSE TO ENCROACH. 2. USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON ARVIN—EDISON WATER STORAGE DISTRICT FACILITIES. 3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS AND ARVIN—EDISON WATER STORAGE DISTRICT SPECIFICATIONS. 4. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1. CONTRACTOR SHALL MAKE ENGINEER AWARE OF ANY DISCREPANCIES. 5. THE ENGINEER SHALL INSPECT ALL WORK PHASES ON IRRIGATION FACILITIES FOR CONFORMANCE TO ARVIN–EDISON WATER STORAGE DISTRICT SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR ENGINEER INFECTIONS. LIKEWISE, CONCRETE SHALL NOT BE COVERED WITH EARTH PRIOR TO THE ENGINEER INSPECTION. 6. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI. CEMENT SHALL BE ASTM TYPE II/V AND SHALL BE FREE OF LUMPS AND PARTIALLY SET MASSES AND PROPORTIONED TO INCLUDE NOT LESS THAN 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND HAVE A MAXIMUM WATER CEMENT RATIO OF 0.45 BY WEIGHT. WATER SHALL BE FREE FROM ACID, ALKALI, OILS OR OGANIC MATTER. AGGREGATE SHALL BE CLEAN, HARD, STRONG AND DURABLE, AND FREE FROM DIRT AND AGGREGATES SHALL BE A WELL GRADED MIX APPROVE BY THE ENGINEER. THE MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 3/4 INCHES. SLUMP AT PLACEMENT SHALL BE 4 INCHES. EXPOSED CONCRETE SURFACES SHALL BE PROTECTED FROM PREMATURE DRYING USING AN ENGINEER APPROVED CONCRETE CURING COMPOUND. AGGREGATE SHALL BE CONSIDERED INNOCUOUS PER ASTM C289. 7. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS. 8. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL ARVIN–EDISON WATER STORAGE DISTRICT FACILITIES DAMAGED DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES. 9. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF INSTALLATION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES. 11. CONTRACTOR SHALL BE AWARE THAT FLOW RATES SHOWN ARE SUBJECT TO CHANGE AND SHALL CONTACT ARVIN–EDISON WATER STORAGE DISTRICT PRIOR TO BEGINNING CONSTRUCTION TO VERIFY BYPASS FLOWRATES. 12. ALL DISTURBED SOILS AND FILL SHALL BE COMPACTED TO A MINIMUM OF 93% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY ASTM D1557. � a�yry L ,' I ru 7 V . T 1%w I LT.. I I I&I lyno 1 CJ . . .. . . . _ .... . . . . . . tE DUTY. OF THE. ENGINEER, OWNER OR ITS .AGEN.TS TO CONDUCT _CONSTRUCTION REVIEW OF .THE. CONTRACTORS PERFORMANCE AND, THE UNDERTAKING. OF INSPECTIONS OR. THE. GIVING OF INSTRUCTIONS' AS. AUTHORIZED HEREIN IS NOT. INTENDED TO INCLUDE. REVIEW OF . THE ADEQUACY OF THE CONTRACTOR'S SAFETY. MEASURES .IN, ON,'. O.R. NEAR. 'THE CONSTRUCTION "SITE AND. SHALL NOT BE CONSTRUED ASSUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE ENGINEER; OWNER OR ITS AGENTS RESPONSIBLE FOR PROVIDING A_ SAFE . PLACE FOR THE, PERFORMANCE OF . WORK .'BY. THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, . OR FOR ACCESS; :VISITS, .USE; WORK, . TRAVEL OR OCCUPANCY BY ANY PERSON. THE _CONTRACTOR SHALL HAVE AT THE WORK SITE, : COPIES OR SUITABLE EXTRACTS. OF CONSTRUCTION SAFETY ORDERS, ISSUED .BY. CAL–OSHA: CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE CONTRACTOR. MUST COMPLY WITH .PROVISIONS OF THE .SAFETY .AND HEALTH_ REGULATIONS FOR . CONSTRUCTION, PROMULGATED BY THE SECRETARY. OF LABOR UNDER SECTION 107 OF THE CONTRACT. WORK_ HOURS AND, SAFETY STANDARDS ACT; AS SET .FORTH. IN. TITLE .29 C.F.R.. TO PROTECT. THE . LIVES AND HEALTH. OF CONTRACTOR'S: EMPLOYEES :UNDER. THE. CONTRACT, THE CONTRACTOR. SHALL ' COMPLY. WITH ALL. PERTINENT' PROVISIONS OF THE KA. OF ACCIDENT MANUAL IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS. OF AMERICA, INC., . AND SHALL MAINTAIN AN. ACCURATE RECORD. OF ALL .CASES. OF .DEATH, O.CCUPAIIONAt .DISEASE; AND. INJURY REQUIRING MEDICAL'. ATTENTION OR CAUSING LOSS OF TIME FROM. WORK, .ARISING OUT OF AND IN. THE COURSE OF EMPLOYMENT'. OR WORK UNDER THE. CONTRACT THE CONTRACTOR, ALONE SHALL BE RESPONSIBLE FOR THE; SAFETY; EFFICIENCY, AND .ADEQUACY OF CONTRACTOR°'S FACILITIES; APPLIANCES,. AND. METHODS. AND FOR ANY DAMAGE, WHICH MAY RESULT. FROM, THEIR, FAILURE OR. THEIR. IMPROPER .CONSTRUCTION, . .. . MAINTENANCE .OR OPERATION: . THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND 'COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; .THAT THIS. REQUIREMENT _SHALL_ APPLY. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; . AND THAT THE'. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE .OWNER i�S64, AA %�' �'' , jDe7A'JV $' AND _THEIR RESPECTIVE.' AGENTS'. HARMLESS FROM .ANY AND'. ALL 'LIABILITY,. REAL_ OR ALLEGED., IN CONNECTION WITH THE PERFORMANCE OF WORK' ON THIS PROJECT., EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE. OF OWNER, .ENGINEER, OR THEIR RESPECTIVE AGENTS.. THE OWNER . AND ITS. AGENTS' . SITE RESPONSIBILITIES. ARE LIMITED. SOLELY .TO THE ACTIVITIES OF_ THEIR _ EMPLOYEES ON SITE.. THESE RESPONSIBILITIES 'SHALL .NOT BE INFERRED BY .ANY PARTY TO MEAN .THAT THE OWNER OR ITS-. AGENTS HAVE. RESPONSIBILITY FOR. SITE SAFETY.' SAFETY IN, ON; .OR'_ ABOUT THE SITE IS THE SOLE AND. EXCLUSIVE: RESPONSIBILITY OF THE CONTRACTOR :ALONE. THE CONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE AND THE CONTRACTOR'S EMPLOYEES, AND SEQUENCING OF CONSTRUCTION ARE ALSO THE SOLE AND EXCLUSIVE. RESPONSIBILITIES OF THE. CONTRACTOR. ALONE: 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 �) INSTALL 79.25 LF OF 36" i k z RCP j Hi j j RUBBER GASKETED JOINT Z CTEW zn C-- - SD C-4 7- I i Qp�R 0 10 I MMM; Z mac j ! z -4>`!>w } SCO J V SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY TOM. 363.22 i k i a Op: _ f k ;� � ? ` i I i I 0 CONSTRUCT SEWER CLEANOUT 0�4yy PER C.O.B. STI). SW -6. -- 00—CONSTRUCT n( ¢WW> W W MANHOLE TYPE "A" PER C.O.B. STI). SW -4. eO VY W ! o in cfj z� l` cs i —F-- LJ.A f z z v i i I I # # I iAPPROAMA' MING— Z Z13 i _ I GROUND; 4 0 1 G� O } i a i CENTERLINE ir� E k k Q i 0 r P ~V ; i zin + s O+ f7 ("$ en! j # } I 11� O IIIIIIIIII r H in H Jfw-,� J ? E 368 366 364 362 360 358 356 354 352 350 348 346 344 + i 342 I # k j I j SUMP L, B 340 1 ELEV. DRAIN 338.30! 338 CONSTRUCT PER CIT OF BAKERSFIELD. STANDARDS 336 A SECTION $ SCALE: 1" 50' HORIZ. 1" = 5' VERT. *DRAINAGE BASIN IS TO BE PRIVATELY MAINTAINED ci LLA I I I I z z o t I I ( z Q� I W I Z ME -1 M\1 1 TVI"r IPAEJ M\1T 0 cs I o H v uj �^ z d___ �`�d. I mo e�ce�i��o '- cn 0 111 IRE Q — - - - - - - - - - - - - — _ R=482.50' L=u -- ---------S 89'46'55" E 738.98' _'--- - 738.98' - - - - -------_s------ ------------ __ T=51.73- 4=12-14' STUB 36. ----------- __ _ ._uj N89'46'55'W 15.00' iJ2J3 -" - - - - - - -- - 3,--_----------------------------- - - -- - 371.08'- �-_738.98. R--517 - ------- -- 4 6" N8T05' " E -- - - I---------- -- _---- -- - -- -- -- -- 85 - �� 6 T �+iw T:z _! ` --- _ . 36" N '31'4 3 �44 '' =9'48'10'F w DRAINAGE EASEMENT _ --------- ---A-----_-_ o _ In -. - M t co DOC.# 0215030221 cm N t - - WCA t i r m y Z� 1 m rT U R. 11 r t" t O.PrL—.Mr.-,4T _--- a- W U M o 00 OUTLET STRUCTURE NO. 1 l i i t % ; ' w STA. 4+44.64, C.L. 88.25RT. / _ w J t N X r m DRAINAGE RETENTION BASIN o cn I 1 I ' 1 t 1 15�� ` N SEE TRACT 7257 GRADING m g 6 CONSTRUCTION N FOR SUMP AILS.PEMBERLEY PASSAGE AVENUE OFFSITE lt� i 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 (PRIVATE STREET) (STA. 4+44.64 C.L. TO 10+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 3+754+00 5+00 6+00 7+00 (STA. 4+29.64 C.L. TO 10+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: CL lV RCP REINFORCED CONCRETE PIPE RGJ RUBBER GASKETED JOINT INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX WF- SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY TOM. 363.22 i k i z k Op: _ f k ;� � ? ` i I E 0 CONSTRUCT SEWER CLEANOUT 0�4yy PER C.O.B. STI). SW -6. -- 00—CONSTRUCT STORM DRAIN PER CITY STANDARDS" ® MANHOLE TYPE "A" PER C.O.B. STI). SW -4. or CONSTRUCT CATCH BASIN C> TYPE "A" PER C.O.B. STD. D-14. cfj z� l` cs i LJ.A f z z v i i I I # # I 20, Z Z13 io+Q G� O } i a -co CD, ! ir� so d k k Q i 0 r P ~V ; i zin + s O+ f7 ("$ en! j # } I 11� O IIIIIIIIII r H in H Jfw-,� J ? E i i f " I i �1ST�\LL??�. I i 0 to i N W u+ W I } _�v.__�`_ M-._—+-_if�#�s-T-%1►Lt ! i ? �„ , q,q.. 3�Y:-�B-�f�--OF 36-"-'7�("a�-RCP`-�$��fo "! i Q ujN f LF OF 136 ij RGJ-RCP O , 1 f f i a W j i PUBLIC 5.0-T0: So t���—``� i li} ! } i ! APPROXIMATE ISO NG GROUND O CENsTERUNE f i ; i i I --------------- INVERT 36' DRAIN INVERT 36" DRAIN 3+754+00 5+00 6+00 7+00 (STA. 4+29.64 C.L. TO 10+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: CL ABBREVIATIONS CENTERLINE RCP REINFORCED CONCRETE PIPE RGJ RUBBER GASKETED JOINT 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 TOM. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • s CONSTRUCT SEWER PER CITY STANDARDS ® CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.S. STI). SW -4. 0 CONSTRUCT SEWER CLEANOUT 0�4yy PER C.O.B. STI). SW -6. -- 00—CONSTRUCT STORM DRAIN PER CITY STANDARDS" ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STI). SW -4. or CONSTRUCT CATCH BASIN C> TYPE "A" PER C.O.B. STD. D-14. 8+00 9+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESGNATIONO SECTION LETTER -- -- A _IL2 SHEET MNEW SECnON IS SHOWN 368 366 364 362 E 360 358 ? 356 354 352 — 350 348 346 # 344 342 ' 340 10+00 10+50 VA N DIG ALFMT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA U nnnen Z J .� �-•I CL O N Z 0�4yy C> cfj p v W G� m m IIIIIIIIII U Z J .� �-•I CL O N Z 0�4yy C> cfj p v W G� m m if )- ;,-r /