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Home My WebLink About2493-1.tifCITY OF FONTANA GENERAL NOTES: 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LASTEST EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), INCLUDING ALL SUPPLEMENTS AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE, COMMITTEE OF THE SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA, WITH THE CITY OF FONTANA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33 OF THE BUILDING CODE, LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA, ENGINEERING DIVISION 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 SHALL CONFORM IN GRADE, COLOR AND FINISH TO 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 THE AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURE'S SUGGESTED METHOD, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. 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. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL BY THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER OF RECORD. GENERAL NOTES: 14. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS. 15. ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST THREE FEET ABOVE THE TOP OF PIPE ELEVATION, WHICHEVER IS LESS. 16. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO COMMENCING ANY CONSTRUCTION WORK UNDER THIS CONTRACT. CONTACT THE CITY BY TELEPHONE AT (909) 350-7610 TO OBTAIN INSPECTION AND CONNECTION PERMIT AND TO MAKE DEPOSIT FOR INSPECTION BY THE CITY OF FONTANA. 17 THE CONTRACTOR SHALL MITIGATE TRIBUTARY DRAINAGE AT ALL TIMES UNTIL THIS STORM DRAIN SYSTEM IS OPERABLE. 18. THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT (909) 350- 7610 AT LEAST 24 HOURS BEFORE BEGINNING CONSTRUCTION. 19. PRIOR TO START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE CITY OF FONTANA, ENGINEERING DIVISION. 20. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 21. ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY ENFORCED. 22. CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE MANUFACTURER AS TO TEST RESULTS OF PIPE INSTALLED, MINIMUM D - LOAD AS SHOWN ON PLANS. 23. R.C.P. SHALL BE MANUFACTURED AND INSPECTED IN ACCORDANCE WITH SECTION 207-2.7,2.8 & 2.9 OF THE STANDARD SPECS. FOR PUBLIC WORKS. 24. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE SHOWN ON PLANS. 25. ALL PIPES SHALL BE CERTIFIED BY MANUFACTURER AND MARKED WITH D -LOAD, DATE AND TEE'S LOCATIONS MARKED FOR THE CITY INSPECTOR'S ACCEPTANCE. 26. ALL PIPE VELOCITIES EXCEEDING 20 F.P.S. WILL HAVE 1-1/2" THICKENED INVERTS. (SPECIAL COVER PIPE) 27. PIPES TO BE PLUGGED W/ 2 LAYERS BRICK & MORTAR. 1. ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL DATUM OF 1929. UNDERGROUND UTILITIES & STRUCTURES 2. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 -DAY COMPRESSIVE STRENGTH OF 3250 P.S.L. 3. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER. 4. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2 CLEARANCE, UNLESS OTHERWISE SPECIFIED. 5. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL AS PER A.S.T.M. A-615 GRADE 60. 6. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE". 7. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE OF STEEL, UNLESS OTHERWISE NOTED. 8. ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE COMPACTED TO A RELATIVE DENSITY OF 90%, UNLESS OTHERWISE SPECIFIED. 9. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18", WHICHEVER IS GRATER. 10. PIPE SHALL BE IMBEDDED 5 INCHES INTO ALL STRUCTURES, INCLUDING INLET AND HEADWALLS, UNLESS OTHERWISE SPECIFIED. 11. ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN STREET RIGHT OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2 FEET ABOVE THE TOP OF THE CONDUIT, WHICHEVER IS LESS. THE PUBLIC WORKS INSPECTOR AND THE SOILS ENGINEER SHALL INSPECT ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS. REQUESTS FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE SERVICE IS REQUIRED. 12. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE WITH LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STD. PLAN 3080-0, CASE 3 (SEE SHEET 7). 13. THIS STORM DRAIN WILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL THE STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND THE SYSTEM IS CLEANED TO THE SATISFACTION OF THE CITY OF FONTANA, ENGINEERING DIVISION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE 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." 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 OR THE ENGINEER. Underground Service Alert Cali: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J �o QRpAES� �CN9 z z No.35275 * Exp.9/30/99 CIVIC OF CAON 04 N Q INDEX MAP SCALE: 1"=240' CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. C/L BRIDLEPATH DR. 36 FT. N.W. C/L CHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' ELY. OF CHERRY AVE. ►. 14570-1 BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 14 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8402 CONTACT: DAVID PADILLA WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 VICINITY MAP N.T.S. SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER f DEVELOPER ALPER DEVELOPMENT 6101 CHERRY AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: CRAIG SWARTS COMCAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES )JECT LOCATION 01 MARKS CABLEVISION FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 CONTACT: JOE DEARMAN GTE CALIFORNIA, INC. CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANIEL TUCKER WI LTEL, INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY CONSTRUCTION NOTES & QUANTITIES: FP-'7-u� ORAW1 t4r ]7c-,zw/ _,3 . WUPOL55TOM, jt-. H 0 �rl- �Ln I0 NLn I� QUANTITY ITEM DESCRIPTION UNIT TRACT NO. 14570 D CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 161 LF �2 CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 445 LF 3 CONSTRUCT 36" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 442 LF �4 CONSTRUCT 42" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 272 LF 5 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. 1 EA �6 CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0. 4 EA �7 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=14' 2 EA �8 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=21' 6 EA �9 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1. 1 EA 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE A. 6 EA 11 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE B. 2 EA FP-'7-u� ORAW1 t4r ]7c-,zw/ _,3 . WUPOL55TOM, jt-. H 0 �rl- �Ln I0 NLn I�