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HomeMy WebLinkAbout1997-1STORM DRAIN NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS PUBLIC WORKS DEP"ARTMENT, CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FORM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM. DRAINS, EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SUFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING. CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE CONTRACTOR SHALL FOLLOW ALL CAL/OSHA STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION. 9. THE -,CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER OR HIS REPRESENTATIVE OF ANY UNCERTIFIED FILLS OR LOSS POCKETS OF SOIL DURING EXCAVATION. 10. THE CONTRACTOR, SHALL DESIGN THE SHORING SYSTEM WITH ANTICIPATED VEHICULAR SURCHARGE PER SOIL ENGINEERS'S REQUIREMENTS. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CA, L/OSHA. 12. ALL. MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRA AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFT PAVEMENT IS IN PLACE. 13. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 14. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 15. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTION. 17. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 18. AS BUILT. PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 19. CONTRACTOR SHALL COORDINATE SEWER & STORM DRAIN CONSTRUCTION., 20. RCP JOINTS SHALL BE MORTARED ACCORDING TO CALTRAN'S SPECIFICATIONS, , SECTION 65, UNLESS NOTED OTHERWISE ON PLANS. 21. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING STORM DRAINS AT PROPOSED JOIN (JURUPA AVE) BEFORE THE START OF ANY CONSTRUCTION. 22. 0IM0451ONE0 DISTANCES At -Ab eUEVA-r1oN5 w tL- _ -TAKE MECEDCNCE OVER SC'ALF_1D DI5TAW0E5 ARO F-UEVAT10N5 . UTILITY NOTES: SEWER: WATER: Underground Service Alert o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG GAS: TELEPHONE: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE 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 LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE .OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE ' NEGLIGENCE OF THE OWNER OF THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR' STRUCTURES SHOWN IN THESE PLANS AND OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 W. BASE LINE, BLDG. B P.O. BOX 920 RIALTO, CA 92376 (714) 875-1805 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA. 92336 (714) 357-6231 MR. HAL STEWART SOUTHERN CALIFORNIA GAS COMPANY 2325 CRENSHAW BLVD. TORRANCE, CA. 90509-2815 MR. WILLIS DEL PERDANG PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 999-5449 CITY BENCHMARK No 296 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/O SLOVER AVENUE). ELEV. 1137.71 1967 c ( STORM DRAIN PLANS (PHASE 1) FOR PARCEL MAP 12195 IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO SAN BERNARDINO _ FREEWAY &p� I ADDED /P/X/Vllaz,4 ,�' ✓. s. �- REY/SEO_=5f�TTOTAL,- _'�E_-�P�O�p_,�:'y� •, .¢ REY/5rED -QTYS' �l/,E TO .Sf�T� ,� �OOEO- i?�i'PO O�iY/NG ••DATA_ _ Cf�QNGEO J�/OTF�O Ql1d�t/T/TY - RELOCA7M.D MOD. G, fa G t •AT ©3 CONST. CATCH BASIN (L=15') CONSTRUCTION NOTES '& QUANTITIES: CONST. ITEM DESCRIPTION DEPRESSION PER DETAIL, SHEET 15. Q CONST. CATCH BASIN (L=24') 3O CONST. DESILTING BASIN STRUCTURE PER DETAIL ON SHEET N0. 10. CONST. 108" RCP, O4 CONST. 4 THICK CONCRETE SLAB WITH #3 BARS AT 18" BOTH WAYS. CONST. 102" RCP, O CONST. EARTH CHANNEL PER SECTION A -A, SHEET 11. D -LOAD AS NOTED. O6 CONST. CONCRETE BULKHEAD PER RIVERSIDE C.F.C. STD. N0. M816, SHEET 12. D -LOAD AS O CONST. TRANSITION STRUCTURE N0. 1 PER L.A.C.F.C.D. STD. DWG. N0. 2-u235. D -LOAD AS 10 CONST. JUNCTION STRUCTURE TYPE 2 PER DETAIL, SHEET 15. D -LOAD AS NOTED. 11 CONST. JUNCTION STRUCTURE TYPE 3 PER DETAIL, SHEET 15. NOTED. 12 CONST. JUNCTION STRUCTURE TYPE 1 PER DETAIL, SHEET 15. 36 13 CONST. JUNCTION STRUCTURE TYPE 6 PER DETAIL, SHEET 15. 3� CONST. 9 1 CONST. JUNCTION STRUCTURE TYPE 4 PER DETAIL, SHEEP 15. 15 CONST. CATCH BASIN (L=4') &LOCAL DEPRESSION PER DETAIL, SHEET 15. 16 CONST. CATCH BASIN (L=5') &LOCAL DEPRESSION PER DETAIL, SHEET 15. 17 CONST. CATCH BASIN (L=6') &LOCAL DEPRESSION PER DETAIL, SHEEP 15. 18 CONST. CATCH BASIN (L=81) &LOCAL DEPRESSION PER DETAIL, SHEET 15. 19 CONST. CATCH BASIN (L=9') &LOCAL DEPRESSION PER DETAIL, SHEET 15. &p� I ADDED /P/X/Vllaz,4 ,�' ✓. s. �- REY/SEO_=5f�TTOTAL,- _'�E_-�P�O�p_,�:'y� •, .¢ REY/5rED -QTYS' �l/,E TO .Sf�T� ,� �OOEO- i?�i'PO O�iY/NG ••DATA_ _ Cf�QNGEO J�/OTF�O Ql1d�t/T/TY - RELOCA7M.D MOD. G, fa G t •AT ©3 CONST. CATCH BASIN (L=15') & LOCAL DEPRESSION PER DETAIL, SHEET 15. ©4 CONST. CATCH BASIN (L=20') & LOCAL DEPRESSION PER DETAIL, SHEET 15. Q CONST. CATCH BASIN (L=24') & LOCAL DEPRESSION PER DETAIL, SHEET 15. Q CONST. 108" RCP, D -LOAD AS NOTED. ©7 CONST. 102" RCP, D -LOAD AS NOTED. Q CONST. 90" RCP, D -LOAD AS NOTED. 48 ©9 CONST. 72" RCP, D -LOAD AS NOTED. COA1.0- CO3V67 C 444lE./!.A. -.54 "CZ 31 CONST. XNR" CP, D -LOAD AS NOTED. % 32 CONST. 48" RCP, D -LOAD AS NOTED. 34 CONST. 42" RCP, D -LOAD AS NOTED. 35 CONST. 39" RCP, D -LOAD AS NOTED.. 36 CONST. 36" RCP, D -LOAD AS NOTED. 3� CONST. 30" RCP, D -LOAD AS NOTED. © �`; L. F 38 CONST. 24" RCP, D -LOAD AS NOTED. 39 CONST. 18" RCP, D -LOAD AS NOTED. © 23 L. /e-- @ 40 PLUG END OF :PIPE SOLID WITH BRICK AND MORTAR. ® CONST. 2i" R.C.p ) D - LOAD AS NOTED QUANTITY UNIT 1 EA 900 SF 1,500 LF 1 EA 30 LF 11 EA 6 EA - 2 EA" 6 EA 10 EA 8 EA 2 EA 1 EA 3,Y EA 1 EA 1 EA 1 EA 1 EA 645 LF 76 LF 1,819 LF LF 1,597 LF 375- LF 1,752 LF 175 LF 179 LF 682 LF 1,056 LF 1, LF 25 4:0-- EA I S3 LF 42 ?L116--C4TC,N Bpi I OPEI//NGPEA- DETd/,L ON SHEET 2 OCOAIST Chip INLET PER OCFMA STD P44Afl3a5. -INLET TYPE -Y, PE9 ,DETA/L8 ,WCY:T /.5' EA . �- PLUG Sd // QGC' ' PEQ DEMIL ON S//EET 6 t fA . G/NS7A44 00!1846 Z,4YEQ OF .SAND 8465 LLS' S,(j(0G(/N ON PLANS)4Rae1, /D L/)C,4L 05,gW.W .4 EA . 4(0 _146ML4:74/N5LE a Ae4 OF .S,4A1,0 0 d GS, QS .110Wc/ 01V P44NS LS �% - 6,04 DE .5WA1-E , B = /O ; Z , 2• / , AS S'gowiV 10 IV J; e�-`�5j- /Q 48 64A DE SEW 41 B= Z , Z =3 s± al, yDS' . - QS s1laxlAl 01V .SAr-,Fr /O 99 COA1.0- CO3V67 C 444lE./!.A. -.54 "CZ SD COiils�" A�,4Nh�OLE .�EiQ Q �l�l�,q ATO ,.320 -1 % Ems• 52 CO/1/57.- ✓6W6771_,5W ��� XvO- ,4 ST,O.CAit 454. 53 //S/ST, ZZ T//I�,QE,Q �UL.�y�,40 P l R C. C. Gy. <.'O. S%D ,OGI/G Il/O. �W2,24 z 'w c?. u3494 'i txp wept. 30 2006 O/ V` SITE /ice TTNEUl C h1/C,ls, /2131-*` coivs��Tirv� O O RECORD DRAWING The information on this drawing is ohl'ained f, om others and N must he verified in' the field by ar,vnnr prinr to use or construction. HALL & F0 ,,t_�knQ1\l, I�!C;. is not respnnsihle for underground facility/ locations or deni0ion All abrnv;; ground facilities can be readily seen and verified by the !Davie$ that intend to use Same, • 1v11'11 1 1 11VI#�%I N.T.S. gag- •Z . 93 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 • (714) 641-8777 CIVIL ENGINEERING LAND PLANNING e LAND SURVEYING fa wa�f 1ft&"0,0Vp 9 -?79I t�•Z•9j PREP RED UNDER THE SUPERVISION OF: GR'S✓tom 8-16 91 � o q � TY 3- `.� -9 ROVAL DATE APPROVAL DATE AHN C. HOGAN R.C.E. 26229 DATE: CITY OF FONTANA, CALIFORNIA ,PUBLIC WORKS DEPARTMENT DRAWN BY STORM DRAIN PLAYS SCALE: R.W. PARCEL MAP 12195 HORIZ.: 1"=40' DESIGNED BY TITLE SHEET VERT.: 1"=4' J.K. CHEAK�D BY FONTANA EMPIRE CENTER DATE: 3/"/91 JOB N0. DR. N0. SHT. N0. l 74013-014 APPROVED sox CIN ENGINEER R C E6�'t'►-4/ �99 � Q +& L?