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Home My WebLink About2332-SD-1CITY OF FONTANA GENERAL NOTES 1. - THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, ENGINEERING DIVISION, CITY OF FONTANA. 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 SURFACES 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 MANUFACTURER'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 OF 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 1. ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL DATUM OF 1929. 2. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN. ULTIMATE 28 -DAY COMPRESSIVE STRENGTH OF 3250 P.S.I.. 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 op 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 CENTER- LINE 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 GREATER. 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, WHICH- EVER IS LESS. THE PUBLIC WORKS INSPECTOR AND THE SOILS ENGINEER SHALL INSPECT ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS. APPLICATION FOR A ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE HIS 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. 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 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 PROVIDE FOR CONTRIBUTARY 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 DISCREPENCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPATABLE 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS . ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE TRENCHING SHALL BE AT LEAST THREE FEET ABOVE THE TOP RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF OF PIPE ELEVATION, WHICHEVER,IS LESS. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: -THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY F�SSpO AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE RECORD DRAWING CONTRACTOR._ SHALL -DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER `HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, INFORMATION ON THIS DRAIMNG IS OBTAINED FROMtHEIN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, OTHERS AND MUST BE VERIFIED IN THE FIELD BY EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE Cr. NIX 11 ANYONE PRIOR TO USE OR CONSTRUCTION. OWNER OF THE ENGINEER. Bal 12 31 q8 CONSULTANT IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED - �� BY THE PARTES THAT INTEND TO USE SAME. v. A�" Underground. Service Alert Call: TOLL FREE 1-800 422--4133 TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: ELEVATION 1513.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220' E'LY OF CHERRY AVENUE. CONST. SITE BENCHMARK: EL. 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. INDEX MAP SCALE: 1"=200' SHEET INDEX is 66" R.C.P. (D-1400) 1. TITLE SHEET ( I0 60" R.C.P. (D-1400) 2. STORM DRAIN PLAN & PROFILE - LINE 'A' 3. STORM DRAIN PLAN & PROFILE - LINES 'B', 'C' & 'D' AND LATERALS 'B' & 'C' 4. STORM DRAIN PLAN & PROFILE - LINES 'E' AND CONCRETE INTERCEPTOR DITCH 5. DETAIL SHEET - LOCAL DEPRESSIONS (DETAILS 'B-1', 'B-21 'C-1', 'C-2', 'D-11) CONTACT: DANIEL TUCKER O INSTALL & A.P.W.A. STD. PLANS (300-1, 308- 0, 313-0) FIBER-OPTIC TELECOMMUNICATIONS �8 CONST. & L.A. CO. DEPARTMENT OF PUBLIC WORKS STD. PLAN 3089-0 6. DETAIL SHEET - A.P.W.A. STD. PLANS (310-0, 320-01 321-0) 7. DETAIL SHEET - A.P.W.A. STD. PLANS (322-0, 324-0, 331-0, 332-0) 8. DETAIL SHEET - A.P.W.A. STD. PLANS (380-0, 630-11 635-1, 636-0) BASIS OF BEARINGS: THE CENTERLINE OF SUMMIT AVENUE SHOWN t.'AS,'"1\189-58'45"W ON TRACT MAP NCIH 13'750 -RECORDED 14BOOK 2501 PAGES 48 THROUGH 66 -OF MAPS. RECORDS OF SAN BEKNARDINO COUNTY. & L.A. CO. DEPARTMENT OF PUBLIC WORKS STD. PLAN 3080-0 UNDERGROUND UTILITIES & STRUCTURES ITEM Ax� � �w z �P �Ot N V) G� HIGHLAND AVENUE CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION O is 66" R.C.P. (D-1400) z I z O2 ( I0 60" R.C.P. (D-1400) SAN BERNARDINO, CA 92407 V) INSTALL J L, 5 O4 Q O J CAB20VF z I� INSTALL (U UPLAND, CA 91786 0 INSTALL a CONTACT: DANIEL TUCKER O INSTALL 18" R.C.P. (D-1500) FIBER-OPTIC TELECOMMUNICATIONS �8 CONST. MANHOLE PER A.P.W.A. STD. PLAN 320-0 UPLAND, CA 91786 B a MANHOLE PER A.P.W.A. STD. PLAN 321-0 TULSA, OK 74121 10 CONST. MANHOLE PER A.P.W.A. STD. PLAN 322-0 909) 947-9441 (LOCAL CONTACT) 11 CONST. JUNCTION STRUCTURE - PER A.P.W.A. STD. PLAN 331-0 I 12 I U 13 CONST. MONOLITHIC CATCH BASIN CONNECTION PER A.P.W.A. STD. PLAN 308-0 14 SUMMIT AVENUE CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-0 RANCHO 15 CUCAMONGA Ax� � �w z �P �Ot N V) G� HIGHLAND AVENUE CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION O INSTALL 66" R.C.P. (D-1400) FIBER --OPTICS/ TRUNK LINK THROUGH PROJECT O2 INSTALL 60" R.C.P. (D-1400) SAN BERNARDINO, CA 92407 O3 INSTALL 45" R.C.P. (D-1500) CONTACT: JOE DEARMAN O4 INSTALL 33" R.C.P. (D-1500) CAB20VF O INSTALL 30" R.C.P. (D-1500) UPLAND, CA 91786 O INSTALL 24" R.C.P. (D-1500) CONTACT: DANIEL TUCKER O INSTALL 18" R.C.P. (D-1500) FIBER-OPTIC TELECOMMUNICATIONS �8 CONST. MANHOLE PER A.P.W.A. STD. PLAN 320-0 UPLAND, CA 91786 O CONST. MANHOLE PER A.P.W.A. STD. PLAN 321-0 TULSA, OK 74121 10 CONST. MANHOLE PER A.P.W.A. STD. PLAN 322-0 909) 947-9441 (LOCAL CONTACT) 11 CONST. JUNCTION STRUCTURE - PER A.P.W.A. STD. PLAN 331-0 12 CONST. JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-0, CASE '1' 13 CONST. MONOLITHIC CATCH BASIN CONNECTION PER A.P.W.A. STD. PLAN 308-0 14 CONST. CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-0 15 REMOVE EXISTING 66" R.C.P. 16 CONST. LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-0, CASE 'B', H=2" 17 CONST. LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-0, CASE 'A', H=2" 1 g CONST. CATCH BASIN PER A.P.W.A. STD. PLAN 300-1 (WIDTH PER PLAN) 19 INSTALL 48" R.C.P. (D-1000) �0 REMOVE CONC. PLUG AND JOIN EXISTING 48" RCP 21 CONST. CONCRETE TRANSITION FROM WINGWALL INLET TO INTERCEPTOR DITCH PER DETAIL ON SHT. 4 CONST. CONC. INTERCEPTOR DITCH PER DETAIL ON SHT. 4 23 CONST. PER L.A.C.D.P.W. WINGWALL INLET WITH TRASH RACK STD. PLAN NO. 3089-0 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 TOjgjpFESS� PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION Q� Diy OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.�RTy�q{� CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE �.� t ti.� 229 'rij RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF = ,e�/ THE -SE PLANS. ALL CHANGES TO THE PLANS MUST BE IN,WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. OF CAt�� 6� I RrECORD DRAWINC# II 26 q REVISIONS PPROVAL DATE APPRO U IU Y NOTES 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 CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6685 ME mr - Hall & lbreman, Inc. mmm r A Civil Engineering • Planning - Surveying • Public Works 13821 Newport Ave,, Suite 200 a Tustin, CA 92680-7803 • 714/544-3404 PREPARED UNDER THE SUPERVISION OF: DATE IAC. !4. -- DATE: DATE: TR. 14274-1 (PHASE 1) SIC 111 c 262 �}c 818 * 44 �}c 67 3 1 1 1 22 1 _\,jG1N1TY MAP N. T.S. QUANTITY TR. 14274- 2 (PHASE II) 44 TR. 14274 (PHASE III) 50 44 75 1 1 1 2 2 4 367 350 - 1 - �{c STORM DRAIN LINE "A", LINE "C" AND PORTION OF LINE "B" (44 LF) TO BE BUILT PER TRACT 14274-1 (PHASE 1). UNIT SEWER MARKS CABLEVISION CITY OF FONTANA FIBER --OPTICS/ TRUNK LINK THROUGH PROJECT 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY P.O. BOX 518 SAN BERNARDINO, CA 92407 FONTANA, CA 92335 (909) 880-0220 (909) 350-7610 CONTACT: JOE DEARMAN OWNER/DEVELOPER GTE CALIFORNIA, INC, METROPOLITAN DEVELOPMENT CAB20VF 15010 SUMMIT AVENUE 870 NORTH MOUNTAIN AVENUE FONTANA, CA 92336 UPLAND, CA 91786 (909) 899-0156 (909) 931-2472 CONTACT: ROGER HATCH CONTACT: DANIEL TUCKER COMCAST CABLEVISION WILTEL, INC. 1205 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA (909) 988-8322 X3055 UPLAND, CA 91786 CONTACT: JACK HAYES P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918) 588-3397 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY CITY OF FONTANA, CALIFORNIA LF LF LF LF LF LF LF EA EA EA EA EA EA EA LF EA EA EA LF EA LF EA DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE: KDL DESIGNED BY TITLE SHEET AS SHOWN SS TRACT NO. 14274, 14274-1 & 14274-2 CHECKED BY DATE: GENERAL.- NOTES, CONSTRUCTION NOTES, INDEX MAP JOB NO. APPROVED: , DR. N0. SHT. NO. 4439 - 000 " Gc�..L'��G` .r� ii• 9r 2 �e' f -'f C C. CITY ENGINEER, R.C.E. 25126 DATE OF 8 R �:! N% z 000 0 LnV) rn/ toto N `t I� d-� 0W