The URL can be used to link to this page

Home My WebLink About7.5-141CIrT Y 0 F �AI�Ei�1�FIrEL I Yr-2 L1SF0E-DR'e4X1-1V6S ,SHEETS =1 TITLESHEET SHEETL =2 DET4IL,S',4ND,SPECS ,SHEETS 9 SIFEPL441V C0YVV-EYVF10YV.z4-Z SYMBOLS O TYPEISSTREETLIGHT TYPEISSTREETLIGHT- -DUfll HE, 4, SECURITYLIGHT PULL BOX TR"SFORMER UNDERGROUND CONDUIT X11 14 " "ROPE CONDUITSIZENOTED ONPLfIN LANDSCAPE AND IRRIGA TION NOTES: 011U i'li, wpowpp'�Amwm J /I cr;v ME I , rM, -wJ-, itz- 2 �A- � I W 11 JRUN I& WE �Affi . miff Y 7-F PARK SECUR /T Y L IGH T lAli PRO VEA11EN TS MA RT /NLOTHER KING JR6 PARK PHASE /- UNDERGROUND C ONDO /TS, PULL BOXES AND LIGHTPOLEBASES L OC,4TIONM,4t' 1V0TT0SC4LE �d ST, 4 FE OF Cz 4LI- F0"1z 4 NOTE. - THE CONTRACTOR MUST POSSESS THEFOLL OWING VALID LICENSES CL4SS.24 OR C -10 ' NOTE. - THE CONTRACTOR SHALL CONTACT THE USA LOCATOR ® SERVICE 9- 800 - 642 -2444, 48 HOURS PRIOR TO EXCA VA TION- 1. Contractor shall contact City Parks Department at 326 -3866 72 hours prior to any excavation to request the location of irrigation facilities in the vicinity of the project. 2. Notify the Parks Department immediately in the event of any damage to any irrigation pipe, sprinkler heads, valve is, backflow device(s), wiring etc. 3. After removing specified concrete pole foundations, backfill excavation site with clean fill soil. 4. All backfill soil shall be fertile, friable, free of rocks over 'z'; weed seeds and debris. Trenches and holes shall be compacted to 85% compaction. 5. Coordinate the replacement of sod in areas of excavation with the City Parks Department. CITYRECORD NO. APPROVED BY: Ly N /COLAS FIDLER, R.C.E. 69069, EXPIRES 12- -31 -16 PUBLIC WORKS DIRECTOR II APPROVAL RECOMMENDED BY.- I ASSISTANT PUBLIC WORKS DIRECTOR ELECTRICAL SUPERVISOR 101 -i'6). DATE DATE �O /Zci / /Ae"? SECUR /TYL /GHT /NG /MPRO l/EMENTS - PHASE/ MAR TIN L UTHER KING JR. PARIS DATE E�l 9 OF 3 SHEETS FIXTURES, WIRING AND FUSES TO BE FURNISHED AND INSTALLED BY CITY IN PHASE If ANCHOR BOLTS. BOXES, LIDS, CONDUITS, CONCRETE FOR POLE BASE AND BOX SKIRTS, INCLUDING ALL LABOR AND EQUIPMENT, TO BE FURNISHED AND INSTALLED BY CONTRACTOR EXTEND 6" CONCRETE APRON AROUND BOX & POLE BASE, CONNECT TO SIDEWALK WHERE SIDEWALK OCCURS NEW CHR /STY 81017 BOX (SEE NOTES) 2" THICK MORTAR BED TO SEAL BOX BOTTOM 3/4 CRUSHED ROCK UNDER BOX 8" THICK 18" MIN. RADIUS FOR CONDUITS EXTENDING TO PULL BOXES OR PG &E 12 BOX DE TA IL 314" PVC DRAIN EXISTING TYPE 15 STREET LIGHTS WIRING AND FUSES TO BE FURNISHED AND INSTALLED BY CITY IN PHASE 11 ANCHOR BOLTS, BOXES, LIDS, CONDUITS, CONCRETE FOR POLE BASE AND BOX SKIRTS, INCLUDING ALL LABOR AND EQUIPMENT, TO BE FURNISHED AND INSTALLED BY CONTRACTOR DE TA IL T-- •v" 16' POLES AND FIXTURES TO BE FURNISHED ANO INSTALLED BY CITY IN PHASE ll 48" D1A. ROUND MOW STRIP AROUND POLE (4) 15 VERTICLE BARS 14 ROUND HOOPS CONCRETE 5000psi 028 DAYS WIRING AND FUSES TO BE FURN ISHED AND INSTALLED BY CITY IN PHASE 11 ANCHOR SOL TS BOXES, LIDS, CONDUITS, CONCRETE FOR POLE BASE AND BOX SKIRTS, INCLUDING ALL LABOR AND EQUIPMENT, TO BE FURNISHED AND INSTALLED BY CONTRACTOR FUSE HOLDER PVC DRAIN CONCRETE APRON TO GRAVEL AROUND BOX & POLE BASE GRADE_ A 2" THICK MORTAR BED TO SEAL BOX BOTTOM 314 CRUSHED ROCK UNDER BOX 8" THICK DE TA IL 16' POLES AND FIXTURES TO BE FURNISHED AND INSTALLED BY CITY IN PHASE If 48" D/A. ROUND MOW 24 TRIP AROUND POLE ppp= 48" 30 "--4 (4),f5 VERACLE BARS 14 ROUND HOOPS CONCRETE 5000psi 028 DAYS rULL UUA ANU (.UUNUUI l CUNNEC TION TO TYPE 15 POLES SECURITY LIGHT POLE BASE SECURITY LIGHT POLE BASE WITH PULL BOX GENERAL NO TES.- 1. POLE BASE.• INSTALL CONCRETE FOUNDATION PER DETAILS BOLT CIRCLE ll ; BOLTS ASTM A -307 314 "x36 "x3" WITH TWO HEX NUTS, & TWO WASHERS PER BOLL 2 PULL BOX.- BOX- OLOCASTLE 81017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LID MARKED "STREET LIGHTS" LOCATE PULL -BOX WITHIN 3' OF POLE BASE WITH CONTINUOUS CONCRETE APRON - LOCATE BOXES PER PLAN INSTALL 8" MINIMUM THICKNESS OF 314" CRUSHED ROCK UNDER BOX FOR DRAINAGE INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM OF BOX INSTALL 314" PVC DRAIN PIPE TO ALLEVIATE STANDING WATER IN PULL BOX INSTALL 16 LUG ON BOX FRAME FOR BONDING IN PHASE II CONDUITS.• CONDUITS TO BE GRAY PVC SCHEDULE 40- , CONDUIT SIZES SHOWN ON SHEET E -3 INSTALL CONDUITS SO THAT THEY ARE NEATLY ARRANGED IN CENTER PORTION OF BOX, ENTERING BOX PLUMB INSTALL END BELLS ON ALL CONDUITS RUNS SHALL HAVE NO MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING POINTS MINIMUM CONDUIT DEPTH SHALL BE 18" BELOW GRADE (24" UNDER DRIVEWAYS) INSTALL J" PULL ROPES IN ALL CONDUITS ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR UNDER JOURNEYMAN LEVEL SUPERVISION WIRING TO BE FURNISHED AND INSTALLED BY CITY IN PHASE Il 6 "xl2" DEEP CONCRETE APRON AROUND BOX & POLE BASE GRADE _ 2" THICK MORTAR BED TO SEAL BOX BOTTOM 3/4 CRUSHED ROCK UNDER BOX 8" THICK DE TA IL NEW CHRISTY 81017 BOX XSEE NOTES) 314" PVC DRAIN 2� v� 7 Cawr ' cawr C0mr 1 -1/7` copwr 9973 ___ - ..W.W.. _._ - E � Td t z,, NOTE 1 Eii-,- ° � NOTE 1 O x„, <7 i If B �p N�yJ �' • � � of ��- �.r'�� Hwy #�, 3 '. • ."" .'�✓"""�. { f �` A Ul W /Rfl E :. OTE 2 4 j µ� PCwC X •� r NOTE 3 NOTE 3 COMIOG:r W/ ROB• �� aa. •� ®' I `• 1.1/7" cover EBAM " �.,. ,r'� NOTE 1 .... ._... _...._...._ .... � _R 5A r r PUMP . HOUSE a� (NOTE 1 SIDEWALK T fe; I WL; • I NOTE 1 / x �.. cowr eB/ ROPE =ALL DIAMOND 24XX RA PW WX ff� E1t1ENSW y SRV= ELECX" 10 MFSTAUA ma4m w jr) MAWOFIB(fR 9) CNr 70W COBRA /TYPE 15 DB �� 3 T s ti _ #NOTE 1 ,19978 Orr 1* cawr E mWSC / 2425` R "9968 1 -I/Y COmfP VIVO PE ......... ... ANVEWAy ox" . %NOTE 2 f IN' /" 7F 1 O o FEWA d E / � CAP (Tw" or 2) � �\ NO NOW IN �. MIS AREA oolm ki NOTE 1 dib AND CAP /1 COIbU►r E9/1lw Al' 10 �N 1- 1/7`CO&ur #/JM .............. . �,�._ ''� 7 -••`. . / • CQMOfiIr W�yrG I ti" �' € �p�^" .. ;-i CO! &r E9' NOTE 1 NOTE 1 SAO our fl d . • (�� - P S16 Ol%P�r3' K.7 COBRA /TYPE 15 DB •/"' w � � tFRI O P� OU T �F SULITV `70W 20OW COBRX 1EA0 /TYPE 15 D.B. ✓� '' �. SL l 9966 CoAmr EB/vw I - I/7` CdlaGlP EBAM 1 -I%1" CG14gU'P 1B/17� o 3' O �,..,: /NOTE 1 i° Td t z,, NOTE 1 Eii-,- ° � NOTE 1 O x„, <7 i If B �p N�yJ �' • � � of ��- �.r'�� Hwy #�, 3 '. • ."" .'�✓"""�. { f �` A Ul W /Rfl E :. OTE 2 4 j µ� PCwC X •� r NOTE 3 NOTE 3 COMIOG:r W/ ROB• �� aa. •� ®' I `• 1.1/7" cover EBAM " �.,. ,r'� NOTE 1 .... ._... _...._...._ .... � _R 5A r r PUMP . HOUSE a� (NOTE 1 SIDEWALK T fe; I WL; • I NOTE 1 / x �.. cowr eB/ ROPE =ALL DIAMOND 24XX RA PW WX ff� E1t1ENSW y SRV= ELECX" 10 MFSTAUA ma4m w jr) MAWOFIB(fR 9) CNr 70W COBRA /TYPE 15 DB �� 3 T s ti _ #NOTE 1 ,19978 Orr 1* cawr E mWSC / 2425` R "9968 1 -I/Y COmfP VIVO PE ......... ... ANVEWAy ox" . %NOTE 2 f IN' /" 7F 1 O o FEWA d E / � CAP (Tw" or 2) � �\ NO NOW IN �. MIS AREA oolm ki NOTE 1 dib AND CAP /1 COIbU►r E9/1lw Al' 10 �N 1- 1/7`CO&ur #/JM .............. . �,�._ ''� 7 -••`. . / • CQMOfiIr W�yrG I ti" �' € �p�^" .. ;-i CO! &r E9' NOTE 1 NOTE 1 SAO our fl d . • (�� - P S16 Ol%P�r3' K.7 COBRA /TYPE 15 DB •/"' w � � tFRI O P� OU T �F SULITV `70W 20OW COBRX 1EA0 /TYPE 15 D.B. ✓� '' �. �µs f5 b QRpf E SS ION i Ncy l � zT E ISTERED CIVIL ENGINEER C 80507 * Exp. 3 -31-17 CITY OF BAKERSFIELD 0 O, 1501 TRUX TUN AVENUE 9T �/Vl\- ° BAKERSFIELD, CA 93301 F �F �q�\F� W W Z W O 12775 ass ON 15 /SL 956 Tji S< /3 WOOD POLE MOTES 1. REMOVE ELECTROLIER POLE AND FIXTURE. REMOVE WRE FROM CONDUITS B£T�EEN POLE ABANDON UNDERGROUND CONDUITS IN PLACE & DEMO AND REMOVE CONCRETE FOUNDA17ON AND BACKFILL HOLE. DELIVER POLE TO CITY STORAGE AREA AT TIE BAKERSFIELD A/RPARIC. —THIS WORK TO BE DONE BY CITY FORCES 2 REMOVE TOP —HAT POLE AND FIXTURE, REMOVE WRE FROM CONDUITS BETWEEN POLES, ABANDON UNDERGROUND CONDUITS IN PLACE & DEMO AND REMOVE CONCRETE FOUNDA RON AND BACKFILL HOLE. DELIVER POLE TO CITY STORAGE AREA AT THE BAKERSFIELD A/RPARIC DISPOSE OF FIXTURE. — THIS WORK TO BE DONE BY CI TY FORCES I REMOVE FLOOD LIGHT AND POLE, REMOVE WRE FROM UNDERGROUND CONDUITS BETWEEN POLES & PONER SOURCE, ABANDON UNDERGROUND CONDUITS IN PLACE, DEMO AND REMOVE CONCRETE FOUNDATION AND BACKFILL HOLE. DISPOSE OF POLE AND FIXTURE - JhH /S WORK TO BE DONE BY CITY FORCES SCOPE OF WOoG°3Ke CONTRACTOR SHALL INSTALL CONDUIT AND FOUNDATIONS FOR NEW SECURITY LIGHTING, BORE CONDUITS UNDER EXISTING DRIVEWAYS AND SIDEWALKS, FORM AND POUR LIGHT POLE BASES, INSTALL PULL BOXES INCLUDING APRONS. INSTALL PULL ROPES IN ALL CONDUITS, EXCAVATE & BACKFILL TRENCHES. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN BARRICADES AROUND OPEN EXCAVArrOVS AND R)RK AREAS CITY FORCES WLL REMOVE OLD POLE FOUNDATIONS, PULL WRE, INSTALL NEW POLES AND FIXTURES, dt INSTALL N£W SN11TCh+BOARD AS PART OF PHASE I!. CUR /TYL /GHT //VG IMPROVEMENTS- PHASE/ MARTINL UTHER ,KING JR. PARK NORTH SCALE 1o46 1 3 OF 3 SHEETS o r�f r �µs f5 b QRpf E SS ION i Ncy l � zT E ISTERED CIVIL ENGINEER C 80507 * Exp. 3 -31-17 CITY OF BAKERSFIELD 0 O, 1501 TRUX TUN AVENUE 9T �/Vl\- ° BAKERSFIELD, CA 93301 F �F �q�\F� W W Z W O 12775 ass ON 15 /SL 956 Tji S< /3 WOOD POLE MOTES 1. REMOVE ELECTROLIER POLE AND FIXTURE. REMOVE WRE FROM CONDUITS B£T�EEN POLE ABANDON UNDERGROUND CONDUITS IN PLACE & DEMO AND REMOVE CONCRETE FOUNDA17ON AND BACKFILL HOLE. DELIVER POLE TO CITY STORAGE AREA AT TIE BAKERSFIELD A/RPARIC. —THIS WORK TO BE DONE BY CITY FORCES 2 REMOVE TOP —HAT POLE AND FIXTURE, REMOVE WRE FROM CONDUITS BETWEEN POLES, ABANDON UNDERGROUND CONDUITS IN PLACE & DEMO AND REMOVE CONCRETE FOUNDA RON AND BACKFILL HOLE. DELIVER POLE TO CITY STORAGE AREA AT THE BAKERSFIELD A/RPARIC DISPOSE OF FIXTURE. — THIS WORK TO BE DONE BY CI TY FORCES I REMOVE FLOOD LIGHT AND POLE, REMOVE WRE FROM UNDERGROUND CONDUITS BETWEEN POLES & PONER SOURCE, ABANDON UNDERGROUND CONDUITS IN PLACE, DEMO AND REMOVE CONCRETE FOUNDATION AND BACKFILL HOLE. DISPOSE OF POLE AND FIXTURE - JhH /S WORK TO BE DONE BY CITY FORCES SCOPE OF WOoG°3Ke CONTRACTOR SHALL INSTALL CONDUIT AND FOUNDATIONS FOR NEW SECURITY LIGHTING, BORE CONDUITS UNDER EXISTING DRIVEWAYS AND SIDEWALKS, FORM AND POUR LIGHT POLE BASES, INSTALL PULL BOXES INCLUDING APRONS. INSTALL PULL ROPES IN ALL CONDUITS, EXCAVATE & BACKFILL TRENCHES. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN BARRICADES AROUND OPEN EXCAVArrOVS AND R)RK AREAS CITY FORCES WLL REMOVE OLD POLE FOUNDATIONS, PULL WRE, INSTALL NEW POLES AND FIXTURES, dt INSTALL N£W SN11TCh+BOARD AS PART OF PHASE I!. CUR /TYL /GHT //VG IMPROVEMENTS- PHASE/ MARTINL UTHER ,KING JR. PARK NORTH SCALE 1o46 1 3 OF 3 SHEETS