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1.2-6865 Ph 1 - 3 Offsite
r) VVQ TTV 1. GENERAL: CONTRACTOR WiLL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE INSTALLATION: RACT N° 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 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. SYSTEM TESTING: A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH 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 CIT( 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 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 WELL 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 UNE. 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 UNE 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 N011FY THE CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORD 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 ENGIN 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 DEPAF FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED E 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 TC 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 IN 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 WILL BE CORRECTED BEFORE APPROVAL. SEC. 1.3.2 TESTING 1.3.2.1 MANDREL TEST OF PVCPIPE FOLLOWING THEPLACEMENT 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, NTH 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 I 6" 5.47" STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. 8" 7,27" TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHC 10" 9.07" IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST M4 (UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT). CITY 0�' SEWER PLANS 6865 PHASES 1 3 13AKEI�SF,IELD AN STREET #2 #1 #8A #7A z Q O A , &� z H �Ilrirwa�_.a6ilte.1� EAST FAIRVIEW ROAD � W E- M co Mco EAST PAN A LANE z MW A � #5A EAST BERKSHIRE ROAD VIO N ff Y MAP N.T.S. SHEET INDEX d O 0 Ea H 0 #4A SHEET 1. TITLE 2. MADISON STREET 3. MADISON STREET (CONT) 4. ROMTEC COMPONENT DRAWING 5. ROMTEC LIFT STATION DRAWING #3A 6. A.E.W.S.D. DETAILS EI�H MArC U E D #2A #1A r,i !'avement Finish !,rade WIDTH IN GREATEST Depth varies depending on the CLASS I BEDDING DIMENSION street's Traffnc index (T.l.). See OR SLURRY 1.0(0.3m) or less Table 8 below BackfM compacted to 95Z relative both sides caampmctfow roadway areas from 3.0' \ / *Street TABLE 'B' (09m) beland bock of curb, ex, by Zone TRAFFIC INDEX DEPTH all but the outer LO' (0.3m) of the _ both sides 3.0 - 5.0 1.S (0.3m) median areag and m alley% within 71 ' the exists accepted roadway both sides both sides 70 - 8.0 2.0' (0.6m) hwo is _ 8.5 OR MORE 25'(0.75n) &dffil compacted to 90.E relative compaction .at all ofher area.o, Backfll compacted to 90% . �} rdahw compaction Bode& in poe zone compacted = to 9arelative canpaction.Upper - omit of pipe zone shall be L 0' (0.Jhn) �+' T&*A � above top of pipe bell or the outside akometer � T4*A Boekftll mat" "in the pipe zone to conform to notes 1, 2 # - - of plain end Pipe and 3 �� *+ For public uffilties , conshuction Hounching rsoyinements as per the Picnic Utgiiies Cammmisson Generaf Orders Pipe or conduit iSSmm)rw far &(ro . per4. Testing of bahckidl materials shall be in accordance with the ASTM D 321 tests listed kh Section 6-3.01 of the Standard 4*0vatlens, (or ASTM D1557, Method 'C") for trench width greater than b7'(0._%) NL7TES: if fiends width is less than 1.0' (0.3kn), back0l with 2 sack slung. L BaclkMl for Rigid Poe 5. Compaction tests wdl be required and shall be the respons- Backf4/ material within the pyre zone shin/ be free of Affity of the Deadoper / Subdivider / Contractor. the number de%tadws material and shall have a Sand EWiWwt of not and location of the tests sal be determined by the City less than 20 and &ball conform to the faklowing grading: Engines: the tests shall be in accordance with the tests Sieve Size Percentage pasting listed in Section 6-301 of the Standard Specifications, (or 3/4' (20mm) 100 ASTM D1557, Method 'C'). Mo. 4 35-100 No. 30 20-100 6. Each layer of backfill material shall meet the compaction, This baafkfl/ material shall be placed in not to exceed one sand equiident and gradation requirements before the next foot (LO' loose)(051) layers, simultaneously on each skb of the layer is placed pyre in such a manna* as not to damage or dnsW the pipe on its al*ment and grade: Each layer shall be thoroughly comp- 7. For pamema►t patches within paved aren4 see standard acted by mechanlral tamping. Backtkl motes d shoo be drawMg ST -12 in this design maruaf prgvedy compacted to spiko he prior to proceeding. 2 BaalkkfiTl for hrkk ppe. TABLE 'A' Poe and hfthngs shall be mstalled in accordance wvth the ewrent ASTM VedfWAw D-2321. Ody am I and # embedmaht materials within the pipe zone wil be considered suitable. Whr the pipe zone; winter Aoodog and netting. s►hatl not be used for backfill compaction for Aexkie pyre. The bedding and hounching shard be hand placed to the Sp* line of the pine and properly compacted. For sewer mans, am I bedfiv is required for bedding and haunohing. Care sW be taken not to dislocate the ppa The remaining backff M• the pyre zone shall be hand placed and compacted in lifts not to exceed 6.0" (615m) thickness Backtdl materia! shall be properly compacted to spr 7dine prior to procmdhrg The following shall apply for trench widths.- idths:PIPE 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 both sides both sides 1.0'(O.A3m) up 1.0(0.3m) wider 6.0" (Q 15m) wider to 2.0 00 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 FILENANEs ST-13REV 3 Backfill material abowe the pipe zone shall be bee nnre of deleferbus mofer& and lumps or stones excm*g STANDARD 1/11/": Ae (75mm) bgreatest dvmeosion and shat! be °RA"" ,cu placed in not to exceed one foot (1.O'loose) (0.3m) TRENCH BACKFILL cwacEn layers and each /oyer shall be fhoroughly compacted AND COMPACTION �N, SHAV by med rwkd tamping REQUIREMENTS NPIEVm SHM NM ;: CRY OF KES�LD ST -22 _------_°-,-,:-,- CITY PUBLIC WORKS DEPARTWNT FA s r-UDUV vvUMNZ) UlMt-U I UK: NIUULAS I-IULLK K.(;.L. Til Ubi 3 UAI L REVIEWED BY ASST. PUBLIC WORKS DIRECTOR ARViN-ED ON TER TORAGE DISTRICT. bY: 51 LVLN U. UULLLW ENGINEER -MANAGER ' °' DATE E ER' S STATE fE NT 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 DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. . AAA s C la' f11= I AAAPTr_7D D r` C 1 -7�n^ m nA-rr- 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 ELEV. = 361.36 U.S.G.S. INCH MARK -1. SET NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF EAST PANAMA LANE AND SPARKS STREET ELEV. = 362.32 U.S.G.S. ES""ifMATED OUAMITIES SEWER MANHOLE 8 EA 8" SEWER MAIN 2624 LF 12" SEWER MAIN 65 LF 24" STEEL PIPE CASING 50 LF FLYGT 12 HP PUMPS 2 EA LIFT STATION MODIFICATION 1 EA TRACT N0. 6865 - Lsr--- SANITATi�i OFFSITE SEER PLANS Clu CIVIL L---C711RAL- ENGINEERSS F0--UN--D-ATM..- DAM Revfeed �R AND ASSOC. ' Date 2019 YESiMWD DRIVE STE. 'C' BAKERSFIELD, CA. 93301 1-07-16 J.K.D PHONE 327-1486 FAX 327-1452 NO. 14091 B DpWrC BY. J.K.DSURVEYORS 1-28-16 J.K.D lucRD LE ELIN PROPERTY LINE.T 1 Of= 6 sUeutwsi -SH aL5 PN � 3 ��'-- DRAWN F LE, GATEWAY CITY RECORDS NO. ,I C/L ESPIRITU SANTO DRIVE1 1111111011" LU z W Qr. _ _ - _ _ _ __ -- - — Q n€Lwtt � aac —I Q lb U JBRACr NO. 6611 QQQ W Q (Y- Cq Lu i ry z M I W i, h EX. 12ry / m j t_! z W I L°3 j 0 t Z O -! I REPLACE TWO 10 H.P. PUMPS IN EXISTING I I i I n { LIFT STATION LIFT STATION WITH TWO 12 H.P. PUMPS TO ! / � 0 � f � � W I C) i o WET WELL ACHIEVE PEAK FLOW OF 821 G.P.M. m I I I x PER ROMTEC 2-24-15 PROPOSAL i # �J REPLACE EXIST. 65.5 LF 10" INLET / / A % EXISTING PAVING O ISTREET RIGHT-OF-WAY _ _WAY LICENSE WORK IN CITY RIGHT-OF-WAY TO BE DONE # �rc�S PiPE WITH 12 -MATCH INVERTS BY ENCROACHMENT PERMIT - SEE CONTRACTOR'S �r9� •--•- --- .- �- --- - - — --- -- --_ -_ ___ __ __...� __ — . _ T -_ _ — _ _ _ - _ _�_ _/ / _ ( p _ — PER DOC. NO. 0207056991 O.R. TRAFFIC CONTROL PROGRAM � r,� r3 s : �� ��4 - — C /L MADISON S TREE T E>ds 10/•� TRACT N4.�63�33y,Orf/F�SIi�E�P/LA�At�S ` STREET R{(IT-OF-wAY DEDICATION %� /i� /////1///// d FARM SRI PER DOC. NO. 0206174930 O.R. `t�pJ �J �J �--- /�10+ 11+00 + 13+00 .. 14+00 Z -t- 8" 1,0 TALLPVC 33.5 LF N SEE BELOW FOR BYPASS I # JOINT N w - - - - - - - - - - - - - 8" PVC - c�i N00'32'26"E C4 -) - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ 540+9.7.65 w W O� O° EXIST 8" STUB Z4_ EXIST 8" STUB ° - - - h � - - - - - - - - - - - - - - - U (_ INV. (34.38) ( ) do e�P .,� �� �� INV. 35.78 ix ' � O (' �EXTEND 10' EAST -EXTEND 10' EAST ,'`x �' �JOINT QW__ _ . _ __ _ ._ . _ _ _ _ _ __. _ _ _ _- _ _ _ _ _ - _ _ _ _ _ _ - __� per._ _ - _ ` 541 +22.35 w I PROPOSED 32.5' °6 �1 3 NX I I LICENSE "PREMISES" "The Contractor is advised that the existing lift station, sewer lines and manholes are currently y w y A l`'� 55 .110' in use and it is the Contractors sole responsibility for providing continued sewage service _ m ARVIN—ED#SONS WATER STORAGE DISTRICT MOTES I Ex. 12- — — _ without creating a condition adverse to public health and safety. Contractor shall provide o I W 1. TWE UCFt (CITY OF BAKERSFIELD) SHALL POST AND MAINTAIN I w I DISCHARGE MANHOLE pumping and piping facilities and plugs or inflatable plugging devices (pigs) for necessary z o y o S�ANAGE OAI BOt SIDES. Til I££ GROSSING. THE SIGNS ARE TO INCLUDE 24 - HOUR. temporary diversions to isolate tie-in points. In addition, Contractor shall provide any o a i o EMERGENCY CONTACT TELEPHONE NUMBERS # necessary traffic control associated with placement of said facilities. 24 hour per day 7 days X a I m a I }} I per week monitoring of temporary diversions shall be provided by the Contractor to assure 2. CONTRACTOR SHALL NOTIFY AR14N- EDISON WATER STORAGE DISTRICT 48 - HOUS IN .ADVANCE ' � :OF COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN AEWSD RIGHT-OF-WAY. iii III I I o continual sewer service. Contractor to provide bypass and traffic contral pian to be approved by Inspecting � ,� U U U � City Engineer. Contact information for the on-call service personnel shall be provided to the 45' 45' 3. CONTRACTOR SHALL MAINTAIN ACCESS AROUND THE CONSTRUCTION SITE AT ALL TIMES FOR M I w City Engineer. Contractor shall be responsible for providing power supply for bypass operations 11' 34' AEVtiriD PERSONNEL TO ACCESS EXISTING MAINTENANCE ROADS: THE AEWSD INTAKE CANAL m I 11' 22 5' REMAIN IN OPERATION AT ALL LIMES EXCEPT AS DIRECTED BY AEWSD. v I 6" DISCHARGE I SURFACE PIPELINES 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR SECURITY AS _ NECESSARY AND . ENSURE THAT ALL GATES ARE CLOSED AND LOCKED WHEN THE PROJECT SITE 15 UNATTENDED. EXIST CURB EXIST PAVING �3S I GUTTER & & BASE 5. NO MATERIALS OF ANY KIND WILL BE ALLOWED TO ENTER. THE AEWSD .INTAKE CANAL. %% �\y I r� SIDEWALK 6. NO HEAVY EQUIPMENT OR OTHER LOADING SHALL BE IMPOSED ON THE EXISTING F` vl `OJ FARM BRIDGE EXCEEDING THE SPECIFIED WEIGHT LIMIT. -� X_10------------------- 14" - 500 GPM PUMP iN 4" - 500 GPM PUMP IN t SUCTION INLET MANHOLE SUCTION INLET MANHOLE I SCHEMATIC BYPASS SCALES SECTION A=A 1"=1D' HO RIZ : 1"-50' VERT: 1 - 4. p 1 2 3 4 5 6 7 8 9 10 1.1, 12 13 14 ! € # i t i i t i65' WIDE ARVIN EDtS INTAKE CANAL Ri W } 55' € 1 110 r I t 1 ! if k i ! € € t k # # € 36�__.___.__.____ _______.__.________._ .__..____.____,..______.______,_____________._----____---_____.__---____-{ _--,-------_-._--------.--------__ ______-____ ___.__-___ # -- € _! i t 360 r ! r ! r_ -____._..___I_.________._..__;__-_ __. _._.__._. ___.-__-_____.-- _.____-___-�- £ __ •__�1____-__ {__________..____.___________._ r i T r----------€ _r_ __________._ __ _._____ { __ __..�_--_. _.__.-__-__f-_ -_ _ ! € EXISTING VENT MANHOLE TO BE REPLACED AFTER -�TM-- } DEMOLITION JY NEW 12 SEWER, MAIN yam' # I i j I- ! 357.5± TOP FARM BRIDGE DECK 1 "= p,APPROXIMAT'� NATURAL 0�,L �grO�� GROUND 0 CA SEWER 356 ______. __-___L__-__.__ --_ _ 356 ?-- ! _ ! 1355.25 TOP LINER i k ----r --- s ` # i i ! ! # 1 ! - { t > t ! # { I t t k S ! k 1 1 i 352 __.____,.___i__ _..________,__________.__-_____.__..__._-_..___._-.__._____.______.__._-.._..._...___...___,____....__-__.___.--t---------------_.._.___�________.__-._..__!__ _ _ rt__----____._____.__._.____t..______---___�_.____...._ ___.._ ________.___ __ ____..___. __._____.___ __.________t__.__• # 7 CANAL TO BE€OPEN CUT AND LIVER REPLACED __._______� .-------_ �--___-- C i t t �' -_�- -• +-----�h._-EXISi1AFG-PANt31::=fR+aM•-STA:--540iF-97:6�v-•4fl----------- 352 f __•.--______ {.._ _ - { STA. 541+22.5 TO BE REMOVEt AND REPLACED PLACE CONTR JOINT AT STA. 41+10.00 { # 1 # 1 ! + t € # ! # Q ! SEE DETAILS ON SHEET 6 t i ! ! TRENCHING SHALL CONFORM TO !OSHA SAFETY STi4NgARDS., TRENCH BgLOW -CANAL TO BE BACKFILLED .WITH ;t SACK _--_____._____ ----------- T --_ ___-- } _ I CEMENT SLURRY TO 93% COMPACTION. _- s -------------- T *- --- -- - - i t Z - -- -- ___ 34$_---- _ t t t � -€- -{- r-- -e 4$. U O ! ! t € s j o # f # # I00 = 344 € , ! __.____L-___ ._.._..___-._._------_-__-_.i _. _.�_ 1 __ __- __!___. _ _,_._ i _.__ _____ ----------- i____ ______i _ _______L _______ # 343.7 INVERT { # __�-_-+-_---_---- �_----------- 0344 t # # -t ! k #; __.___�-____ .,_._.__._.._._._ i ........._._._. # � i aM # # i f ! # <3• € i k # 1 } i I # i 1 E �jt i t { i ! t ( # I 1 s {- 340 ----__-_ - i 0.327* 0:32 5 ► ' .. I t. i 1 , t i It i 3 336 t.... _._._____,._ i _._.. _ __.__....._ _ _.__.. ,__..__._._..._-_-_._!_._.__.__._____._._ __.__.___._____-.__:___.._-_.____..__.M.w__,__..._..__ ---_-.___..___..-__-----____-- ___.__ .__.___. __..r_______ _._____ �__--._____-.____ + ___ ____._ # ! - ____ -��- �, # r t_____._____.._- _ -_r___..._.......___.___�______-___. - - r _ _r. k_. _ -r_ Q-_ _ _tet _--r- # t 336 - S h # : ti3S y'• i�3 i �\�J i' \S,J i i 0.32% O : O 7 j -Oar 8 } # { € # �0 9 #— -- 03.E ; � --„ �,,_,_• 3 _._._-� - i------ -""'- """"r RE�`ORD INVERT PRO�°ILE EXIST. 10" PV� SEWER ! 11•-�L !� •._..'_' _"''._ .•.- --- i--•----� � � '-""� .__.__-. _. ___.___ _ i_____ INSTALL 359.9 LF_OF 8" PVC WER MAIN k-. ,_•_.___ _ �._ i __ _ INSTALL 3f 0.00 Lf OF 8" PVC SEWER 1/AIN ; -��_ INSTAL' 360.00 LF OF 8 PVC SEWER MALA _- a ! _ 332 3 ! # € # __ _ . _- _.; { ! —t I- # i ! i t # , ; __- INSIiALL 38aoo Lf„ .c� .sA: PVC SEWER MAIN 332 i EXISTING 10" SEWER LINE T� # ! i BE REPLA�ED WITH A 12" MAIN. REMOVE EXIST 10" FROM WE!T WELL # # i { t ! '• ! i 1 # € i € € # ! 1 AND REGMOUT WITH NEW 124 i � � i i i # t i � i I i I � t i j I I t i I i ATO. . 8885 OFFSITE: S.EWER 1 �tiofi°� EXHIBIT "E" — SEWER PLANS & PROFILES e _ DRAVAI BY : J.K.D. DATE 9-01-15 AN�TA1'ION�- SHEET 2 QRpf ESS{O�r HYWtAUUCS s�. �fl��� MADISON STREET CIVIL -sum: OF 6 �`` �� �c EARTER 8c ASSOC. ENGINEERS LM . DELMARTER & ASSOC, �� 13Y: 2019 wEsnwNO owvE srE •c' eAKERSFlEID, CA: 933o1 PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER 9rE crvtL �� R.C.E.: 564.�—TAra�o i � SURVEYORS :. OF CAL\' DATE: PROPkRTY UNE. Q=SV! _1�I_�OA1 %• a " 6 Q � f PIN ),_3 JOB N 0. 14091 B BELMARTU & ASSOC 0 TU�RACT0z_N_ATlNO. 6`712 o z fi > < EDGE EXISTING PAVING L STREET RIGHT-OF-WAY DEDICATION I < PER DOC. NO. 0206174930 O.R. EXISTING SEWER PER TRACT NO. 6333 OFFSITE PLANS -PROPOSED SEWER PER TRACT NO. 6712 PLANS PROPOSED STORM DRAIN PER TRACT NO. 6712 PLANS rl P, C/L MADISON STREET Lij mt bi 0 26+43.60 19+00 21+00 22+00 z 4 14+ 17+00 It. 13+00 00 15+00 16+00 18+00 20+00 NOO-32'28-E Z to 42' LLJ 0 Ld W 04 — to C4 X&. STREET RIGHT-OF-WAY DEDICATION ��& Lli _-__._._.__. ____33_546_8 .__.__.___.__.___._ .___.. _ __,__w__._._._.-.._____.�___.__.___.____._.._a_.___�_—.___#t}€#�#!#31 {t } ?f# !€#� !i }tµ$ .____�.______.______..._________.._.__._._�___._.____.. _.__...__.�_{#Ii€it€i€i# ! 4#,_€S#i{i".i i}#1 _——_--_.�__.____._____.___._._._—M._.�._____-.__.'._.##1#Si€{ta# t }t tt`#?€ !?ti {} #3 _ __—__—_.-_-_._�-_�_.—___ __._____..______.-____�}tf�}!i[i#i.#3i i ii�!!i#{ #iEi?i ...___,_.____________._.______.__ __ is"?S,}32i {{�t ! i €_ ! f!Is# t? t!{ ' 1 - ___.__._________.-�._-__, ___�_h�iiti#f#{4!?!?#! i# # €ii# it# t!iI __.___.�_�_UP __~_i_�1_�__�_.�J____r _� _._. i2Ii_€iiiIil#Y!#,t #i i€iS #€€ ?i?�_ _ _.__ _—.._____...___1_ _______ _.ij4t€¢iftf!}?#,ii# € {€S- st i!r _ --..._.-_—_-.._.___-___.-___l?.#t?#IjIiSiiiIi!!i!i€;?tIt#t -_- _____r_______.F._.-__--�i?i3i':Y�ii?€I#!!t;iti — -R €-__C-_6-_R_0D_.__."3_-P2_R_%f-__�__-f-L_E—. --�j;t{iZ#i;it##i!ii!i#I#!!i1 -P_RQ_�P_Q_S€__D_'"_S-�_iV_€R-rt#E#?1##{ii}#Iii��iii!I! _-_ -_ ___.._s�._______. ..__..__1¢iii!}i}L{j{€i!{ii!t!!1S!ii# - . __. __-.__�__-�._zom-_._-._.-.... :__ —_-_S._O1_-_—Q�r��__�_�_-'._.�?i�1!iiirIti{i!£###!2€t#i ... y ___,_'- ____-__- __.�_._-._. _-_—..___--..-.__. �-`__-_ _ -__!?#isi#j!S�tii1ii#j,}ti!€! _ w.-__ J__ . __. _._._._. ___._.. __—_— _"_?€st#ii!!!j{,;tii#1!i!?�- -_ �S. __�¢ __UzCro�7_,_______TiIiiI1 __O p. 0___/�_C �� . V_�`.3i,t3i}II{'ii�I}S;!4 �4_ cyi C) t PER DOC. NO. 0215099054 O.R. < Ld LLI Ld U) Ld Ld LJJ Lli S C ALE S HORIZ: 1______".____= 50 4 VERT: 1 13 14 15 16 17 19 20 21 22 23 24 25 26 27 ----------- ---------- 360 --_-------t—_-----__- 4 -------- SEWER GROUND ®C i lZ < ---------- ------- ------------- 356 ----------- T T------------ < < 0 0 L) FZ 352 R (n cq L---------- + C14 N 04 t 0 — i + 0) < + 0 Lai z Lij 0 RECORD PROFILE PROPOSED STORM DRAIN ----------- ------------ 348--_—_----_--------___.i_ LF SCH. 401 100 .0-4 ------------- cli co I to + iMK STEEL CASIG + + + t.f.) INSTALL PER C.O.B. to co N 04 TANDARD SW=8 ON HEET 1 344 344 r------------ T _T --------- -'T ---------- r ----------- i ---------- ------- cl, 032% I ell. 340 ------------ L ----------- . ..... ------ ---- -- o.32% -RECORD PROFILE EXISSEWER— r----___---_,____----------- -------- ---------- !;---1 INSTALL 380.07 LF OF 8" PVC SEWER MAIN INSTAU 380.00 INSTALL 380.00 LF OF 8- PVC,SEWER MAIN LF 6F 8" PVC S.EWERIMAIN i 332 -------- INSTALL 403.61 LE OF 8- PVC SEWERIMAIN TRACT NO. 6865 OFFSITE 'SEWER EXHIBIT "E" SEWER PLANS & PROFILES ESSlpDRAWN BY J.K.D. DATE 9-01-15 SHEET 3 -MADISON STREET (CONT) - --I OF 6 ClVtL ENGINEERS ELMARTER & ASSOC. Na 175" DELMARTER & ASSOC. BY: 2019 WESTVAND DRIVE STE *C* BAKERSFIELD, CA. 93301 PHONE 327-1486 FAX 327-1452 �19 JAMES K. DELMARTER NO P TF civik. R.0 . 7564 SURVEYOR - o CALXI DATE: vig JOB NO. 14091 8 PLAN SCALE 1 / 15 GUIDE BRACKET INCLUDED (NOT SHOWN) EXISTING DISCHARGE ELBOWS 34ft © 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. �.rruu. IIl 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/��" _ 1 4 EQUIPMENT REMOVED FOR CLARITY) / - ITEM #1 IS REPLACING EXISTING 7.5HP PUMPS ! I I t \1/ CONTRACTOR TO VERIFY AND DEMONSTRATE PROPER NON -LEAKING FIT OF NEW PUMPS TO ISOMETRIC EXISTING DISCHARGE ELBOWS SCALE 1 J 15 i I i 1 ��'Y P r' i•. � " ISaw , FRONT SCALE 1 / 15 Pants List ITEM I 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 fit 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 sgft) VELOCITY IN 6" DI VAULT PIPING: 6.8 ft/s (1.444 CFS THRU .211 sgft) VELOCITY IN 8" PVC FORCE MAIN: 4.2 ft/s (1.444 CFS THRU .347 sgft) 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 sgft) VELOCITY IN 6" DI VAULT PIPING: 8.7 ft/s (1.838 CFS THRU .211 sgft) VELOCITY IN 8" PVC FORCE MAIN: 5.3 ft/s (1.838 CFS THRU .347 sgft) 10 PUMP STARTS/HR = 6.0 MINUTE CYCLE � REQUIRED VOLUME: 1237.5 GALLONS START TO STOR! 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 sgft) VELOCITY IN 6" DI VAULT PIPING: 8.1 ft/s (1.718 CFS THRU .211 sgft) VELOCITY IN 8" PVC FORCE MAIN: 9.9 ft/s (3.436 CFS THRU .347 sgft) NOTE: THE CONTROL PANEL UPGRADE INCLUDES NEMA SIZE 2 STARTERS WHICH ARE ADEQUATELY SIZEQ-FOR 12HP PUMPS. o j °fESS.1 NOTE: ALL DIMENSIONS AND ELEVATIONS SHOWN '"� ARE NOMINAL DIMENSIONS. IT IS THE RESPONSIBILITY P' OF THE ON-SITE CONTRACTOR OR ROMTEC UTILITIES c15aa� C IL CUSTOMER (NOT ROMTEC UTILITIES) TO VERIFY THE 7� C��� ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS OF PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. c'v Q Z 111111111 :-� Lu Q Q Y Q 6Z 0 2 5R4 am Ho �NZ o � Q� m" Z V! Z Z I-- Mau Z W zH 0CL 5� 2 00 u Do OQ� cm �- Z 4 " o mWcrvi z��� i X N VW? LL 000W C7 Q Ln a W CL z � W X Lu V CL W CSC SHEET 4OF6 JOB NUMBER RMTC 0000 z 3 0 I r� Z! Lu O' CL O v M r 0 <E i z a o: 0 r w z 0 Q. 2 0 i M M U 41 0 r O m i co v F� M r v Q i 0 TM VAULT DESIGN NOTES: 1. ALL PIPING & VALVES WITHIN 2. HATCH DESIGN LOADS: OCCAS H-20 DESIGN . 3. VALVES AND VAULT PIPING S) 100 PSI AFTER ASSEMBLY. 51 EMERGENCY PUMPING PORI Q ECCENTRIC PLUG VALVE W/ FLANGE, VALMATIC CAMCEN' W/WORM GEAR ACCUATOR WHEEL, MODEL 5806R/7A0 FLYGT ALUMINUM ACCESS t PRECAST INTO VAULT TOP FDRND-HD-44X68 A0. 53 CL 52 DI PIPE SPOOL (PE 54 DI SLEEVE COUPLING, DI T, 55 DI PIPE SPOOL (FLG x PE; 56 FLANGED CAST IRON BODY HORIZONTAL SWING CHECK CLOW STYLE 106SL, OR AF EQUAL. 57 ECCENTRIC PLUG VALVE WI' GEAR ACTUATOR AND 2-INI OPERATING NUT, VAL-MATIC 5806R/8A02, 5® DI 45' BEND (FLG x FLG) 59 DI PIPE SPOOL (FLG x FL( 60 DI TEE (FLG x FLG) 61! ISOLATION RING, ASHCROFT WITH 3 1/2" PRESSURE GAUGL, ASHCROFT DURALIFE TYPE 1009. 62 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/ 1/27 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 �. ".SE SLAB 1.5 S.F. =T. THRUST. RESTRAINT COLLAR (TYP. EACH END, BY OTHERS) FLOOR -- ELEV.= 349.25' OPENING PRECAST CONCRETE VAULT W/ EXTENSION(S) AS REQUIRED, UTILITY VAULT MODEL 687 -2 -LA. PROFILE 6" VALVE VAULT SCALE: 1/2" = 1'-0" PRECAST LID W/ ALUMINUM VAULT HATCH WET WELL LEVEL SETTINGS (EXISTING) (SEE PG 4 FOR NEW LEVEL SETTINGS): LEAD PUMP OFF ELEV. = 326.92 LAG PUMP OFF ELEV. = 327.42 LEAP PUMP START ELEV. = 331.52 LAG PUMP START ELEV. = 332.02 HIGH LEVEL ALARM ELEV. = 332.52 CONCRETE FOOTING, 10" X 24" ADEQUATE REINFORCING BY OTHERS 6" VALVE VAULT INVERT ELEV: 352.25' u 6" DISCHARGE ELEV: 352.25' _ 326.92 R O 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 T❑ REMAIN IN PLACE 12" PVC PIPE FOR SUBMERSIBLE NON -CLOG SEWAGE PUMPS, FLYGT BLOWER FAN DUCTING MODEL NP -3153 (437) W/ 60' OF CABLE. (DUCTING BY OTHERS) >�2 6 -INCH FLYGT DISCHARGE ELBOW. 6" STAINLESS STEEL DISCHARGE PIPING (SCHED 12" PVC, PIPE FOR PROVIDE MOUNTING BRACKET MOUNTED TO BLOWER "FAN DUCTING HATCH UNI -STRUT. PROVIDE HEAVILY WEIGHTED (DUCTING BY OTHERS) STAINLESS STEEL CABLE. 12 REDUNDENT CONTROL SYSTEM. (3) FLYGT ENM-10 LIQUID LEVEL SENSORS. PROVIDE HEAVILY 12" PVC AIR DUCT WEIGHTED STAINLESS STEEL CABLE, 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 REQUIRED FOR DEPTHS SHOWN. BOTTOM OF AIR DUCT ELEV: 340.00' 40) FACTORY TESTED. PROVIDE ALL PIPE :• PENETRATION(S) WITH LINK SEAL OR APPROVED In EQUAL. O4 STAINLESS STEEL DISCHARGE PIPE ANCHOR BRACKET. ® FLEXIBLE EXPANSION COUPLING, ROMAC FLEXIJOINT. Q ® 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. Q0 �7 PUMP POWER CABLE WITH QUICK CONNECT J W • COUPLING AT PUMP CONTROL PANEL. .PROVIDE 00 EACH CABLE WITH A STAINLESS STEEL BASKET 'o CABLE GRIP ATTACHED TO HOOK ON UPPER GUIDE BAR BRACKET. w �8 STAINLESS STEEL CHAIN SLING FOR PUMP PRECAST TOP SLAB RETRIEVAL USING FLYGT GRIP -EYE. ATTACH TO WITH ACCESS COVER, PUMP LIFTING HANDLE. "CABLE TRAY, WET WELL • VENT, AND ANCHOR ® 1/4" STAINLESS STEEL CHAIN (S-4 ATTACHED TO INSERTS FOR DISCONNECT PANEL .• PUMP HANDLE. PROVIDE CHAIN WITH 3/8" & 1/2" AND PUMP HOIST STAINLESS STEEL BOW SHACKLE WITH SCREW PIN U • ATTACHED TO PUMP HANDLE. ATTACH UPPER END OF CHAIN TO HOOK ON UPPER GUIDE BAR BRACKET. RIM ELEV: 356.00' r 10 WETWELL SEAL, LINKSEAL, OR APPROVED EQUAL. 1 PUMP LIQUID LEVEL CONTROL PRESSURE cD TRANSDUCER, FLYGT LS100 (84 30 59). 12" PVC, PIPE FOR PROVIDE MOUNTING BRACKET MOUNTED TO BLOWER "FAN DUCTING HATCH UNI -STRUT. PROVIDE HEAVILY WEIGHTED (DUCTING BY OTHERS) STAINLESS STEEL CABLE. 12 REDUNDENT CONTROL SYSTEM. (3) FLYGT ENM-10 LIQUID LEVEL SENSORS. PROVIDE HEAVILY 12" PVC AIR DUCT WEIGHTED STAINLESS STEEL CABLE, 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 REQUIRED FOR DEPTHS SHOWN. BOTTOM OF AIR DUCT ELEV: 340.00' PROFILE 6' DIAMETER WETWELL SCALE: 1/2" = 1'-0" INFLUENT PIPE 10" (PVC SDR 35) ELEV 333.09' BY OTHERS SEE PLAN VIEW z FOR ORIENTATION. ui Z) J U.. zo rn oo = II �a FLOOR ELEV: 324.19' PRECAST WETWELL BASE ASSEMBLY WITH FLYGT TOP 150 FIBERGLASS SELF-CLEANING SUMP. 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. tof ESS so"JN..n almmmmumm z 0 V) V, z I— w z w o 0 ocu'aw F-- z Y U Q �Uz(n0> w< 0 0 d w Z wmz¢u> w00 E - Mos > U4 o�F-0> wa.<zwo�z�� I-WpwW0z oow<wwoo Lu ��r� E31 I `o `2 o owo o0 UJ c �.i o i i I N N M N O N Q N Of Of 00 n � co to 't to N Z w �y 0 v Z vc� I Z< M V) Wo ww mmm0 3w< N Fx NZ �' F3 z 4f < z z 0 1- a u.X oovo o , :• In 8 ' D Q �s i• Q0 J W • L0 00 � 'o E -- Q w � �. erfQ • ^ %' .• • A U • r CD cD >— M '04 e • :• :. ..,. 8" , PROFILE 6' DIAMETER WETWELL SCALE: 1/2" = 1'-0" INFLUENT PIPE 10" (PVC SDR 35) ELEV 333.09' BY OTHERS SEE PLAN VIEW z FOR ORIENTATION. ui Z) J U.. zo rn oo = II �a FLOOR ELEV: 324.19' PRECAST WETWELL BASE ASSEMBLY WITH FLYGT TOP 150 FIBERGLASS SELF-CLEANING SUMP. 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. tof ESS so"JN..n almmmmumm z 0 V) V, z I— w z w o 0 ocu'aw F-- z Y U Q �Uz(n0> w< 0 0 d w Z wmz¢u> w00 E - Mos > U4 o�F-0> wa.<zwo�z�� I-WpwW0z oow<wwoo Lu ��r� E31 I `o `2 o owo o0 UJ c �.i o i i I N N M N O N Q N Of Of 00 n � co to 't to N Z w �y 0 v Z vc� I Z< M V) Wo ww mmm0 3w< N Fx NZ �' F3 z 4f < z z 0 1- a u.X oovo o , SHEET OF 6 JOB NUMBER R M TC 013 3 4 In I D Q �s i• Q0 J W • L0 00 � 'o E -- Q w � �. erfQ • ^ %' .• • A U • SHEET OF 6 JOB NUMBER R M TC 013 3 4 In I D Q a-•- Q0 J W L0 00 � to E -- Q w � �. erfQ ^ Q0 U IZ r CD cD >— SHEET OF 6 JOB NUMBER R M TC 013 3 4 FURNISH AND INSTALL ELASTOMERIC SEALANT IN GAP (SEE NOTE) 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 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) THICKENED RADIUS R=2't MATCH (E) ° CANAL LINING FURNISH AND INSTALL ELASTOMERIC SEALANT CONSTRUCT 3/4" IN GAP (SEE NOTE) CHAMFER AT JOINT SAWCUT LINE NEW LINING (E) CONCRETE LINING d�, 8 ` » a 6 R to 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 UNDERLAP JOINT CORAL 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 INSPECTIONS. 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 FG THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS. 8. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL ARVIN—EDISON WATER STORAGE DISTRICT 1.5t MATCH (E) FACILITIES DAMAGED DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES. _ - �� ; � � TION OF INSTALLATION. `� 9. ALL EXCESS MATERIAL AND QR DEBRIS SHALL BE REMOVED UPON COMPLE 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 /�•f' ARVIN—EDlSON 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. � r• �— CANAL LINING G O %, � FO NOTES CONTRACTOR TO VERIFY FLOW RATES WITH AEWSD PRIOR TO CONSTRUCTION. FLOW RATE SHOWN BELOW IS APPROXIMATE FOR THE MONTH OF..lA!!l,�1,Cj/ 201x. CONTRACTOR RESPONSIBLE FOR PROVIDING 100% PUMP REDUNDANCY IN THE EVENT ONE FAILS, AS WELL AS 25% INCREASE IN FLOW STATED BY AEWSD. WATER CONTROL PLAN SHALL BE APPROVED BY AEWSD & ENGINEER PRIOR TO CONSTRUCTION. TEMPORARY BYPASS PIPELINE e� I - - .-- - - NOT TO SCALE APPROXIMATE (E) TOP OF LINING COFFER DAM Z (DESIGN BY CONTRACTOR) BYPASS PUMP Q=50 CFS ±20' TO (� OF CROSSING HI°0 FLOW APPROXIMATE (E) CANAL INVERT COFFER DAM SCHEMATIC ue(A 17564 c V "- F CAV- THE .DUTY. OF .THE. ENGINEER,. OWNER. OR. ITS AGENTS TO. CONDUCT :CONSTRUCTION.REVIEW. OF .THE. CONTRACTORS PERFORMANCE .AND. THE UNDERTAKING -OF INSPECTIONS OR THE. GIVING OF INSTRUCTIONS. AS. AUTHORIZED. -HERON. 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 .RROVIDING 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. REGULA11' S: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 "MANUAL OF -ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED � BY-. THE -ASSOCIATED GENERAL CONTRACTORS =OFTAMERiCA;:INC:,:'AND .SHAM. MAINTAIN :AN: ACCURATE RECORD'. OF: ALL :CASES: OF .DEATH OCCUPATIONAL .DISEASE; :AND: INJURY REQUIRING. MEDICAL. ATTENTION OR CAUSING LOSS OF TIME FROM. -WORK,. ARISING. OUT OF AND 1N. THE CQURSI 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 .QR: OPERATION::. : THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND -COMPLETE RESPONSIBILITY FOR JOB SITE CONDIT ONS DURING THE -* HE COURSE OI= .CONSTRUC3ION OF -.THIS .PROJECT; INCLUDING. SAFETY OF AM PERSONS AND PROPERTY;THAT THIS: REQUIREMENT _SHALL. APPLY: CONTINUOUSLY AND NOT BE LIMITED TO NORMAL -WO RKING -HOt1RS;: AND THAT THE'. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE :QWNER,,:> G i 2 GIS. DL'%WT .ANR THEIR RESPECTLVE:AGENTS HARMLESS .FROM .ANY. AND. ALL. LIABII:ITY, :. . 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 :RES PONSIBILLTIES:ARE .LIMITED: SOLEEY.TO. T1-tE .ACTIVITlES'.UF' Tt-tEIR. t=MPLOYEES :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: RESPONSIBtLITtES- OF THE: CONTRACTOR.' ALONE: .. ......... W z Y 0 2 z J 1 /4" En rte• Z & •q� � � d". 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) THICKENED RADIUS R=2't MATCH (E) ° CANAL LINING FURNISH AND INSTALL ELASTOMERIC SEALANT CONSTRUCT 3/4" IN GAP (SEE NOTE) CHAMFER AT JOINT SAWCUT LINE NEW LINING (E) CONCRETE LINING d�, 8 ` » a 6 R to 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 UNDERLAP JOINT CORAL 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 INSPECTIONS. 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 FG THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS. 8. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL ARVIN—EDISON WATER STORAGE DISTRICT 1.5t MATCH (E) FACILITIES DAMAGED DURING CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES. _ - �� ; � � TION OF INSTALLATION. `� 9. ALL EXCESS MATERIAL AND QR DEBRIS SHALL BE REMOVED UPON COMPLE 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 /�•f' ARVIN—EDlSON 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. � r• �— CANAL LINING G O %, � FO NOTES CONTRACTOR TO VERIFY FLOW RATES WITH AEWSD PRIOR TO CONSTRUCTION. FLOW RATE SHOWN BELOW IS APPROXIMATE FOR THE MONTH OF..lA!!l,�1,Cj/ 201x. CONTRACTOR RESPONSIBLE FOR PROVIDING 100% PUMP REDUNDANCY IN THE EVENT ONE FAILS, AS WELL AS 25% INCREASE IN FLOW STATED BY AEWSD. WATER CONTROL PLAN SHALL BE APPROVED BY AEWSD & ENGINEER PRIOR TO CONSTRUCTION. TEMPORARY BYPASS PIPELINE e� I - - .-- - - NOT TO SCALE APPROXIMATE (E) TOP OF LINING COFFER DAM Z (DESIGN BY CONTRACTOR) BYPASS PUMP Q=50 CFS ±20' TO (� OF CROSSING HI°0 FLOW APPROXIMATE (E) CANAL INVERT COFFER DAM SCHEMATIC ue(A 17564 c V "- F CAV- THE .DUTY. OF .THE. ENGINEER,. OWNER. OR. ITS AGENTS TO. CONDUCT :CONSTRUCTION.REVIEW. OF .THE. CONTRACTORS PERFORMANCE .AND. THE UNDERTAKING -OF INSPECTIONS OR THE. GIVING OF INSTRUCTIONS. AS. AUTHORIZED. -HERON. 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 .RROVIDING 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. REGULA11' S: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 "MANUAL OF -ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED � BY-. THE -ASSOCIATED GENERAL CONTRACTORS =OFTAMERiCA;:INC:,:'AND .SHAM. MAINTAIN :AN: ACCURATE RECORD'. OF: ALL :CASES: OF .DEATH OCCUPATIONAL .DISEASE; :AND: INJURY REQUIRING. MEDICAL. ATTENTION OR CAUSING LOSS OF TIME FROM. -WORK,. ARISING. OUT OF AND 1N. THE CQURSI 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 .QR: OPERATION::. : THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND -COMPLETE RESPONSIBILITY FOR JOB SITE CONDIT ONS DURING THE -* HE COURSE OI= .CONSTRUC3ION OF -.THIS .PROJECT; INCLUDING. SAFETY OF AM PERSONS AND PROPERTY;THAT THIS: REQUIREMENT _SHALL. APPLY: CONTINUOUSLY AND NOT BE LIMITED TO NORMAL -WO RKING -HOt1RS;: AND THAT THE'. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE :QWNER,,:> G i 2 GIS. DL'%WT .ANR THEIR RESPECTLVE:AGENTS HARMLESS .FROM .ANY. AND. ALL. LIABII:ITY, :. . 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 :RES PONSIBILLTIES:ARE .LIMITED: SOLEEY.TO. T1-tE .ACTIVITlES'.UF' Tt-tEIR. t=MPLOYEES :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: RESPONSIBtLITtES- OF THE: CONTRACTOR.' ALONE: .. .........