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HomeMy WebLinkAbout1559-1GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATE 1.975. 2 CONSTRUCTION PERMITS rER34NT OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS PRIOR TO START OF ANY WORK WITHIN THE,CITY LIMITS. 3 STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4 CURVE 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 TEST 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 AND CLEANOUT 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. LO 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 OR 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 REFER 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 17 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. UTILITY NOTIFICATIONS WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91734 (213) 448-6183 a SVWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 - MR. DAVE JONES (714) 820-5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL (714) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (7 14) 529-2889 TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 (714) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 999-5639 Construction contractor agrees that in accordance with generally accepted con— struction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction California Council of the project, including safety of all persons and property, that this require— of Civil Engineers ment shall be made to apply continuously and not be limited to normal working g hours, and construction contractor further agrees to defend, Indemnify and hold & Land Surveyors design professional harmless from any and all liability, real or alleged, in con— nection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- CAUTIONARY MEASURES TO PROTECT ANY UTILITY LiNES SHOWN AND ANY OTHER LiNES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. SOIL ENGINEER RICHARD MILL & ASSOC. 9624 HERMOSA AVENUE RANCHO CUCAMONGA, CA 97130 (714) 989-1751 STREET IMPROVEMENT PLANS M 5/ TYPICAL LOCAL STREET, SECTION A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD., SUITE 201 TUSTIN, CA 92680 TRACT 13325- 3 REVISIONS: NO. I DESCRIPTION iNUtx MAV R #W Rhv P6 TYPICAL CUL -DE. -SAC STREET SECTION DATE IENG.APJ APPROVED EwZ 11 �r A.C. BERM DETAIL WE$ TYPICAL STREET -SECTION VILLAGE PARKWAY PREPARED BY: DATE THOMAS E. BRAUN DATE: to SCALE: in = 40, DATE: MAY 1988 NOT A PART I I_ IITRACT I r ---- I 113325-4 1 --- 7CA t/ON A IV Z2 WIP TH VARIES) REGISTERED CIVIL ENGINEER NO. 41817 REGISTRA71ON EXPIRES 3/31/92 BENCH MARK: CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO #) SW COR. BEECH & FOOTHILL. ELEV. 1267.84 DATE 9/671_ i n H/GHL/iND �I[i�'NUE ROU7� 30 2O BAS6L/NE e av�v� Q 5 OQ S. r 0 CONSTRUCT 2" A.C. OVER 12" COMPACTED NATIVE SOIL COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF io�31 %8� ANY APPARENT DISCREPANCIES IN ESTIMATES . 4O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. CIVIL 750 OF CA�.1V A-00T1711LL etvo. PUBLIC WORKS DEPARTMENT . L. B. DRAWN B'BY: /0 AR.PO!✓ N/G/r�WgY Q Q Q 4j Q Q A CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. i 560 TRACT N0. 13325-- 3 Q • �p svRyarl�v CHECKED • ��' ION Ski t/ Q�eNrSGPo/.t b RVENVE W v CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL 101 TITLE SH�E'T' e Z h U e �! 8O CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD. 31 7170 APPROVED:559 : DETAIL 104 VICINITY MAP N.T.S. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES" U CONSTRUCT 4-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL ?.6,400 5-F, 2O CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE SOIL l 5 OQ S. r 0 CONSTRUCT 2" A.C. OVER 12" COMPACTED NATIVE SOIL COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF io�31 %8� ANY APPARENT DISCREPANCIES IN ESTIMATES . 4O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. CIVIL 750 OF CA�.1V DETAIL 101 PUBLIC WORKS DEPARTMENT . L. B. DRAWN B'BY: O CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 101 THE • pM . C .f DESIGNED 8Y: �JVQ�NIC�Rl1V17 6O A CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. i 560 TRACT N0. 13325-- 3 DETAIL 101 • �p svRyarl�v CHECKED • ��' ION of SHEETS 7O CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL 101 TITLE SH�E'T' 164 200 aak r str"t, lasts V� CA s,9828(y14)640-0800 W.O. 8O CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD. 31 7170 APPROVED:559 : DETAIL 104 ct rr�` ENGINEER R,C.E. 4�j'�4 9O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD, DET?`IL 104A 10 CONSTRUCT 411 THICK CONCRETE SIDEWALK - 4$) 600 S,F, 11 CONSTRUCT 3' RIBBON GUTTER PER DETAIL SHT. 1 12 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118_ 13 CONSTRUCT LOCAL DEPRESSION PER DETAIL 14 INSTALL 2" X 6" REDWOOD HEADER S Q 0 L F 15 SAWCUT AND REMOVE 1 FT. OF EXISTING PAVEMENT 70 L.F 16 JOIN EXISTING PAVEMENT (FEATHER TO MATCH) Cvg bf 17 REMOVE EXISTING BARRICADE Z 8 f 18 REMOVE EXISTING 2" X 6" REDWOOD HEAOFP -.. 1q CON5TRUC7(QBE,0/1,PteDETAIL TNIS, SHEET. 85 L. F V "II2ryP) II 3' RIBBON GUTTER. N.L S. _Q TYPICAL STREET SECTION AT TURNOUT VILLAGE 'PARKWAY Ri., U TYPICAL STREET SECTION - ofESS/ BEECH AVENUE � E. �� ,C� NOTE , QUANTITIES SHOWN -ARE FOR PERMIT. PURPOSES ONLY. CONTRACTOR SHALL w No. 41217 M BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A ; rn COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF io�31 %8� ANY APPARENT DISCREPANCIES IN ESTIMATES . CIVIL CITY OF FCALIFORNIA OF CA�.1V PUBLIC WORKS DEPARTMENT . L. B. DRAWN B'BY: J STREET IMPROVEMENT PLANS DATE: ��-Iy 9S THE • pM . C .f DESIGNED 8Y: �JVQ�NIC�Rl1V17 EIT:�T R TRACT N0. 13325-- 3 COMPANIES • �p svRyarl�v CHECKED • ��' ION of SHEETS ,VMVJrivr _ C. C. Y. P. TITLE SH�E'T' `.. 200 aak r str"t, lasts V� CA s,9828(y14)640-0800 W.O. /�4 L.•'M.� Fi LE _ NO. APPROVED:559 : ct rr�` ENGINEER R,C.E. 4�j'�4