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Home My WebLink About1474-1LJ > a HIGHLAND AVE. 00, `oG//P, V a Z II 15 3 CITY OF w w FONTAI" South Pacific Rail oad / B�.SE I L//YE MILLER AVE. ARROW HIGHWAY L Tf ,o4r7- %VO. w / AliE/YUE' / MILUER AVE. / / g z FOOTHILL BLVD COUNTY OF SAN BERNARDINO N4 P�O../E�T LOIAT�ON !//C/N/TJX A'5419=1 /VDT TZ� SCALE' /ii //) /i A O /V611 /6/ G ot L rll�4CT Ala. TW,46Cr I.�O4AD -4e je /VO. oyae01 ISD/O -2 VILLAGE OF HERITAGE STORM DRAIN PLANS im TRACTS 13010-2, IN THE CITY OF FONTANA 1308 1 ,-2s-4 COUNTY OF SAN BERNARDINO Bf1CeF/L L 45 51 C/F/,'O TDP of ,BEAD/NG "B" E,YC,4Y.4 T/U/V 70 7'H/5 LbVE' P91C,L-11T77E0 GENERAL NOTES: 1. BEDDING #Al SHALL BE COMPOSED OF SAND, NO. 3 OR NO. 4 CRUSHED ROCK OR GRAVEL, OR OTHER GRANULAR MATERIAL AS MAY BE SPECIFIED Oft OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM SIZE RACK 011 GRAVEL SHALL BE NO. 3 FOR PIPE 27" IN DIAMETER AND LARGER, AND NO. 4 FOR PIPE SMALLER THAN 27" IN DIAMETER. BEDDING 'B' SHALL BE COMPOSED OF SAND OR OTHER GRANULAR MATERIAL AS MAY BE SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE OF BACKFILL, 2. CASE 11 BEDDING AND BACKFILL AROUND PIPE (LOAD FACTOR 1.8) A. "W" AT SF^IN314G LINE SHALL NOT BE LESS THAN THE FOLLOW!NG: 6" FOR PIPE 60" OR LESS IN DIAMETER, 10" F012 P!PE 63" TO 108" INCLUSIVE IN DIAMETER AND 12f, FOR PIPE LARGER THAN 108" IN DIAMETER. THESE DIMENSIONS MAY INCLUDE THE THICKNESS OF ANY SHEETING. B. WHERE COVER IS 10' OR LESS, "W" MEASURED AT THE TOP OF PIPE MAY BE 'NY DIMENSION GREATER THAN THE ABOVE SPECIFIED M:N!M1M, UNLESS OTHERWISE SPECIFIED ON THF PROJECT DRAWINGS. C. WHERE COVER IS GREATER THAN 101 "W" MEASURED AT THE TOP OF TllS PIPE SHALL NOT BE GREATER THAN 10" FOR PIPE 108" IN DIAMETER OR LESS, OR 121, FOR PIPE OVER 10811 IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN EXPENSE PROVIDES CASE 1 BEDDING OR STRONGER PIPE. THESE DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING, E 8E00/NG Y15 O/A, IWIN. mooilVcl 'A " 0 NOTE: SCREED BEDDING TAI TO FIT dURVAfURE Atm GRADE Of PIPE. TYNE OF SCREED AND THE WTHOO'OF USE TO QE APPROVED BY THE ENGINEER. DETAIL-- R.C.P. BEDDING CONSTRUCTION NOTES & QUANTITIES: " ZNOTE 10 C�TC.y gw511v ��T� OE7w1z alv,.wr jf L = / " 13 ,� z o .z =141 @�Z_JYNCT/ON 5., PFaCTU�PE 1YR OE741LGV5/T. �OF" TL�ESE FL,4 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PIANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPEC I F I CAT I ONS o PUBLIC WORKS DEPARTMENT, CITY OF FONTANA, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FON"ANA PUBln 7 C' 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 SURFACES SHALL CONFOR;•i IN GRADE. COLOR AND FINISH TO AIL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACE% INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, Z, 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 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 (51 FEET IN DEPTH SHALL A.".SO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY 3E EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSTIA, 10. ALL MANHOLES SHAL'(. 9t CONSTRUCTED 6" BELOW PAVEMENT "..GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT` IS IN PLACE. 14 1. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUrTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF 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 DARING CONSTRUCTION* GROUND WATER IS ENCOUNTERED, A SYSTEM. APPROVED BY -III- CITY ENGINFER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF TNI. SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE 141TIlOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15o At EXPOSED METAL SURFACES SHALL BE GALVANIZED III ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 161. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT K MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. BE" �YE.rf0/!/.s/BLE FU� Oft' L/.,BLE- F17� l//Y�ll/TyO�/ZEA Cf/�/YGE.s' O� l/SE_5 OF T//ESE ILA/11_0.7 4LL�.5'A/1/GES Tl TSE" �L,gil/5' �1l/ST BE //Y GI/�/T//1/a -9/YO 141-4651-,— ,Z BENCH MARK FWE 1 USCGS @& STATION TACEL" 1963.90'±ELY. OF RAILROAD TRACKS AND 28'±SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364��, ELEVATION 1301.541�� - °'16 ly_ � T�1 ` 25ell rig A2/31/8q + OF at\.,. A10; le �_-V/S /O/U EiV272 -s P qTE' G/ %Y .VA PP.2ODVA L ,4P�,QOVA L A\ CNAN&offD GRATE /NLET TYPE C 18 98 > J SRote, 2 DEL E TEV OED171 NG NOTE ce& V8/88! -1. z/�� 8 8 3 REMOVED ORA/NACRE A 5TA/L cAk zlx ge 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING PREPARED UNDER THE SUPERVISION OF: ROBERT .C. IMSAND-E R.C..E. 25609 DATE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE E� STORM DRAIN PLANS HORIZ. : I"= 40' DESIGNED BY �� CHECKED.BY ' TITLE SHEET oATE�' ' -4 RG t Ivo v. 1987 J08 N0.A�OVED r�u�T,� / �Lwk-� , OR. N0. SHT. N0. 3�� c`�r� l q Z OF CITY ENGINEER R.C.E. 18932 T,e /.080 TIP /_508/ TC /308/�Z TD T.q L 9 L.F -5,i Z.F I $ 9 L. F. 9 L.. F -8- -�- 25 A. E A. 3 �" A. _/ \ • i GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PIANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPEC I F I CAT I ONS o PUBLIC WORKS DEPARTMENT, CITY OF FONTANA, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FON"ANA PUBln 7 C' 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 SURFACES SHALL CONFOR;•i IN GRADE. COLOR AND FINISH TO AIL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACE% INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, Z, 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 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 (51 FEET IN DEPTH SHALL A.".SO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY 3E EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSTIA, 10. ALL MANHOLES SHAL'(. 9t CONSTRUCTED 6" BELOW PAVEMENT "..GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT` IS IN PLACE. 14 1. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUrTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF 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 DARING CONSTRUCTION* GROUND WATER IS ENCOUNTERED, A SYSTEM. APPROVED BY -III- CITY ENGINFER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF TNI. SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE 141TIlOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15o At EXPOSED METAL SURFACES SHALL BE GALVANIZED III ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 161. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT K MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. BE" �YE.rf0/!/.s/BLE FU� Oft' L/.,BLE- F17� l//Y�ll/TyO�/ZEA Cf/�/YGE.s' O� l/SE_5 OF T//ESE ILA/11_0.7 4LL�.5'A/1/GES Tl TSE" �L,gil/5' �1l/ST BE //Y GI/�/T//1/a -9/YO 141-4651-,— ,Z BENCH MARK FWE 1 USCGS @& STATION TACEL" 1963.90'±ELY. OF RAILROAD TRACKS AND 28'±SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364��, ELEVATION 1301.541�� - °'16 ly_ � T�1 ` 25ell rig A2/31/8q + OF at\.,. A10; le �_-V/S /O/U EiV272 -s P qTE' G/ %Y .VA PP.2ODVA L ,4P�,QOVA L A\ CNAN&offD GRATE /NLET TYPE C 18 98 > J SRote, 2 DEL E TEV OED171 NG NOTE ce& V8/88! -1. z/�� 8 8 3 REMOVED ORA/NACRE A 5TA/L cAk zlx ge 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING PREPARED UNDER THE SUPERVISION OF: ROBERT .C. IMSAND-E R.C..E. 25609 DATE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SCALE E� STORM DRAIN PLANS HORIZ. : I"= 40' DESIGNED BY �� CHECKED.BY ' TITLE SHEET oATE�' ' -4 RG t Ivo v. 1987 J08 N0.A�OVED r�u�T,� / �Lwk-� , OR. N0. SHT. N0. 3�� c`�r� l q Z OF CITY ENGINEER R.C.E. 18932