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Home My WebLink About1245-1YY i U.S.. HWY. /0 SL 0 VER AVENUE ✓ URUPA AVENUE PR 0J ECT SIT' E AVENUE VICINITY MAP NO SCALE J URUPA /U' 1 8' i .C. PAYENIENT 0.7" .20 2 •20 07 ° • O' /Y,4r/Ve e' so/L TYPICAL STREET SECTION NO SCALE FERNWOOD AVENUE :BURL AWAIT - AL440ND AVENUE SPR/NGOAK LANE -SAGE AVENUE 7' a STREET IMPROVEMENT PLANS TRACT N0. 124414= I TRACT N0. 12441-2 TRACT N0. 12441-3 TRACT N0. 12441=P4 TRACT N0. 12441 FONTANA, CALIFORNIA Iti Iw 7 ,e/w w ?6' s, h� Foar + - SCALE: 1'=100' TYPICAL REVISED RAMPED CURB RETURN N.T.S. A VENUE STORM DRAIN QUANTITY ,e/w NO WOODLAND DRIVE Q�Q PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER ITEM QUANTITY UNIT DiPOP /NL,ET (1`5R ,57TD. D,57,4/L /2/Jlel/- /�f; Y= 5' vi ��l. /250 0 (CL,495.9) 54 4•F 2 CpN,STieuc7- 2 %2"A. C. OY�i /2" CO/r/FACr25,o ly,4ZIYE so/G Af S.F. 7' CD/`/$7-Rmc " CoNCR,E7'. CUh'�5 41vo Gl1rTF12 10& Ca` . i`'F/e C/77,$`OF l t�090 L FD/YTANA .5rA1YO,4 ',0 a e7 -,4/G /O/) , .F OCO/Y,6r2uC7r sr,41YOARO C20,65 GVTrE2 A/Y,D 2322 15F C/7'Y 4F I&VN7NIY 1 sTA1W,41 0 DE7,41L /04. 8' r rt " 7�//C/C CONC,CET,` 5/.DW`YAZAc tv1,07// 4ND OCON57-lel-IC 5 22 %¢ 5,F ZOC147-1011 PSC I`441Y OA.0t V57" Y,4LYe5 COVEe.5 7-0 /YEW G,E-'A0H EA . 7 A ovvs7' 7-0 Gie,4o� OCON,572!/C7" 8 ICAA/f'E,O C41"25 4716iflY / WAF C/7"Y Or- FO/Y74NA h� A 57,41YD,42,o ,C��rf!/L /O� A. �E/YJDYE /3�1�iP/Cf1,0E -' A. e.. PAY&NI NT c01Y57i-V0C7- COWCIE;!57rE Cl/2a ANS -(6"70 8" C•F.T/?A%Y.S/r/oN pF,2 C'17',' OF FONTANA .STAN,0.lRD 435r,41Z /O/� 317 3�' /0' 2 ?of 't4 51DEWALK COMP/a el TE,O ie /I19PRO UF'MZ'NTS NATIVE s0/Z- TYPICAL STREET SECTION NO WOODLAND DRIVE Q�Q PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER ITEM QUANTITY UNIT DiPOP /NL,ET (1`5R ,57TD. D,57,4/L /2/Jlel/- /�f; Y= 5' / ��l. /250 0 (CL,495.9) 54 4•F BENCH MARK: R R SPIKE ON PP * G14320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE. ELEV. 318.40 OR OTHERS, AND THOSE SHOWN ON THE RECOR-DS 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 UTILTIES 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 HE 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. CONSTRUCTION NOTES AND.QUANTITY ESTIMATES N0. ITEM QUANTITY UNIT CONSTRICT C Qe ANO C?C/rl"�)-e (8" C,1 )0259 C/TY OF FONTAAA.57AA1D,,4R,,0' 2 CpN,STieuc7- 2 %2"A. C. OY�i /2" CO/r/FACr25,o ly,4ZIYE so/G //6 /22 S.F. O CD/`/$7-Rmc " CoNCR,E7'. CUh'�5 41vo Gl1rTF12 10& Ca` . i`'F/e C/77,$`OF l t�090 L FD/YTANA .5rA1YO,4 ',0 a e7 -,4/G /O/) , .F OCO/Y,6r2uC7r sr,41YOARO C20,65 GVTrE2 A/Y,D 2322 15F C/7'Y 4F I&VN7NIY 1 sTA1W,41 0 DE7,41L /04. r rt " 7�//C/C CONC,CET,` 5/.DW`YAZAc tv1,07// 4ND OCON57-lel-IC 5 22 %¢ 5,F ZOC147-1011 PSC I`441Y OA.0t V57" Y,4LYe5 COVEe.5 7-0 /YEW G,E-'A0H EA . 7 A ovvs7' 7-0 Gie,4o� OCON,572!/C7" 8 ICAA/f'E,O C41"25 4716iflY / WAF C/7"Y Or- FO/Y74NA /O A 57,41YD,42,o ,C��rf!/L /O� A. �E/YJDYE /3�1�iP/Cf1,0E -' c01Y57i-V0C7- COWCIE;!57rE Cl/2a ANS -(6"70 8" C•F.T/?A%Y.S/r/oN pF,2 C'17',' OF FONTANA .STAN,0.lRD 435r,41Z /O/� 317 k9d&Sr CL,EAN 0617' COYo5le / 44. GENERAL CONSTRUCTION NOTES 1� THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5, ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12, THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO RESER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. STORM DRAIN CONSTRUCTION NOTES I. NO CONCRETE SHALL BE PLACED UNTIL THE' FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 2. 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. 3. THE CON,rRACTOR(S)-SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATIONS OR TRENCH WORK AS DESCRIBED ON NOTE 2 ABOVE FROM CAL/OSHA. 4. 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. 5. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR.. 6. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS, X932 � 1'L45