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Home My WebLink About1511-1GENERAL NOTES 1 ALL WORK SHALL'BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 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 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 REVIESION 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 EXIS`T'ING 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. 10 ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED -GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO ORADE 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 ,UTILITIESIAND 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. I(* A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD.r SUITE 201 TUSTINr CA 92680 km SOIL ENGINEER RICHARD MILL a ASSOC.I 9624 TURNER AVENUE RANCHO CUCAMONGA, CA 97130 (T14) 989— 1751 STREET a I IMPROVEMENT TRACT it/O T 1 A �, PAiPT INDEX MAP, 13325-2 _..=•g�.:�....<s..:.r.•r-x-r,,....:s.x.aac ...e:a.�....-exm•y..Fas•a sx-.'....rr=-. -s ....._.. ...=__.r<.-er. :. v:-=�,--•�,�Y-�-r-'-tiy. t1 -.}..yam.,-+Y•a.sayf-.:--_._..,,�--.nr-:sa..•-z=v..�,�_.r:._.#^�_ .�s•... //W'I L OFleg' . w ovol /D ¢ 0 JO ¢ ¢ IO ToeRcr 1.3.3e5-1 PLA- NS SUTURE Ti2RG7— /3325-3 N07-,.,'? PART '•�`i• .•+s. -•n x..F.a-_...mr,4%- . _ s_aa r �.�-s"�;±.�+.,�.xrg�tSs:.�_�.b:'�.. -r--r:.._ ._ _,C..�r-.. -,:�,� _,�._ . 4 TYPICAL,SSTREET SECTIONSTREETLOCAL TYPICAL CUL-DE-SAC R TYPICAL COLLECTO ..a.o_.. ..a'"-ifs.:...'3�."c-......ti-._w.,a..J..........:.st».,...�s3.. • PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ' r (iTHE EXISTENCE AND LOCATION QF ANY UNDERGROUND UTILITY PIPES$ J l3AS�UNE e• ;,OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH+: (SOF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE.; UTILITY NOTIFICATIONS SAND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY, } (NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF-* WATER: SAN GABRIEL VALLEY WATER COMPANY THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE f ,DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN` 11142 GARVEY AVENUE 4 PLANS . h Q DECONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH]; EL MONTE, CA 91734 GENERALLY CCE O CT CES CO ST 0 : L ACCEPTED CONSTRUCTION PRA I , N RUCTI N CONTRACTOR WILL BE REQUIRED TQ ASSUME SOLE AND COMPLETE (213) 448-6183 ;� DESCRIPTION Q .RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF -- -- -- _-- -_ -- — - -� -- - - ----- ,CONSTRUCTION ,CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS SEWER: CITY OF FONTANA CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 8353 SIERRA AVENUE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY j AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL FONTANA, CA 92335 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE o: �' ---- _ (714) 350-7640 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY. POWER: SOUTHERN CALIFORNIA EDISON COMPANY �-=------ "- P.O. BOX 788 300 N. PEPPER STREET } RIALTO, CA 92376 — i MR. DAVE JONES f (714) 820-519:1 "} # GAS:- SOUTHERN CALIFORNIA GAS COMPANY- ;y 16231 VALLEY BLVD. # FONTANA, CA 92335- 2335-MR. MR.LOU WESTFALL (714) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET y; BREA, CA 92621 a (714) 529-2889 r I TELEPHONE:- GENERAL TELEPHONE ' 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 1 (714) 945-3562 ,1 PACIFIC BELL. 3939 E. CORONADO STREET ANAHEIM•, CA 92807 �. (714) 999-5639 -_ IMPROVEMENT TRACT it/O T 1 A �, PAiPT INDEX MAP, 13325-2 _..=•g�.:�....<s..:.r.•r-x-r,,....:s.x.aac ...e:a.�....-exm•y..Fas•a sx-.'....rr=-. -s ....._.. ...=__.r<.-er. :. v:-=�,--•�,�Y-�-r-'-tiy. t1 -.}..yam.,-+Y•a.sayf-.:--_._..,,�--.nr-:sa..•-z=v..�,�_.r:._.#^�_ .�s•... //W'I L OFleg' . w ovol /D ¢ 0 JO ¢ ¢ IO ToeRcr 1.3.3e5-1 PLA- NS SUTURE Ti2RG7— /3325-3 N07-,.,'? PART '•�`i• .•+s. -•n x..F.a-_...mr,4%- . _ s_aa r �.�-s"�;±.�+.,�.xrg�tSs:.�_�.b:'�.. -r--r:.._ ._ _,C..�r-.. -,:�,� _,�._ . 4 TYPICAL,SSTREET SECTIONSTREETLOCAL TYPICAL CUL-DE-SAC R TYPICAL COLLECTO ..a.o_.. ..a'"-ifs.:...'3�."c-......ti-._w.,a..J..........:.st».,...�s3.. • PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ' r (iTHE EXISTENCE AND LOCATION QF ANY UNDERGROUND UTILITY PIPES$ J l3AS�UNE e• ;,OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH+: (SOF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE.; �.� �0 SAND 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 f ,DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN` AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE. 4 PLANS . h Q DECONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH]; f: R VISIONS. GENERALLY CCE O CT CES CO ST 0 : L ACCEPTED CONSTRUCTION PRA I , N RUCTI N CONTRACTOR WILL BE REQUIRED TQ ASSUME SOLE AND COMPLETE ` NO. ;� DESCRIPTION Q .RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF -- -- -- _-- -_ -- — - -� -- - - ----- ,CONSTRUCTION ,CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL BE' MADE TO APPLY; CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY j AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE o: PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY. ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. �-=------ "- _40 ,• l� J l3AS�UNE e• AliE�t/l/� �.� �0 PA4n144CCT Q Q Q VICINITY MAP_ N.T.S. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES* ITEM QUANTITY fg«-....rrw fi'r... a,6 �f:sM�_� R-fir.-rrs-'^..r,+..wrr. _'r.-ai. .:'m-vK••-_-+-- .,e �•r-rnta.-y..•a`•a.•.rcsv_e+.•+e,1,se-g��;awsy.�._.....:r_"%'+e•.R.-....'!t^*:•rsa:+-. ... '•�"' Y • 1. CONSTRUCT 4-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL.. 2 . CONSTRUCT 3" A: C. OVER 12" COMPACTED' NATIVE SOIL, ... • - 5 2 t g �Q, I 3 . CONSTRUCT 211 A.C. OVER 12" COMPACTED NATIVE SOIL _ _ _ _ _ - - • G?. F 1. 4. CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 5 . CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 101 ' 1 6. CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 ... .. . ..... ... i ... . . L1�1,7; 7. CONSTRUCT 8" CURB- PER CITY OF FONTANA STD. DETAIL 101. 08, CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD. ` DETAIL 104. 9. CONSTRUCT 'RAMPED CURB RETURN PER CITY OF FONTANA STD. } DETAIL 104A �010 i' 10. CONSTRUCT. 4" THICK CONCRETE SIDEWALK. 11. CONSTRUCT 31 RIBBON GUTTER PER DETAIL SHT . 4 0,. 12 1 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118 _ , , [. 13 : CONSTRUCT LOCAL DEPRESSION PER DE TAIL .. , , , , • , �A ?," INSTALL 2" X 6. REDWOOD HEADER r , 115.SAWCUT AND REMOVE EXISTING A. C. PAVEMENT 16 -. CONSTRUCT 6" A.C. BERM 14 14 c •� NOTE 110. 41317 Exp. 3 QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. f CONTRACTOR SHALT BE RESPONSIBLE FOR HIS OWN ,p ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CITY OF FCALIFORNIA CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF r < �� .� ANY APPARENT DISCREPANCIES IN ESTIMATES . PUBLIC WDEPARTMENT . .... ......... n,nr „g , 77E APPROVE HY •a<<� DRAWN BY DATE: STREET IM ROVEMEN PLAN fngG,eerh,g \ - DATE E NG AP, APPROVED R O V E D DATE KEITH •�,�br�r„re JM THOMAS E: BRAUN • '�”"�`°�` TRACT NO,, 13325-2 -J ArcGlr¢cmre � •. ' LandSunqIng EGISTE-RED CIVIL ENGI R NO. 41817 COMPANIES ' anage,"enr DESIGNED BY 25" .l�E�Q19ri�,��r1�0�� Irx�lla�ly� ��3I/sl,200 Bak S m 1er trees G to lesa CA 2626 1 0.0800 iVI.��.9 45 T C No 33-2 APPROVEDBY: SCALE; Bk�aC1� �v1�R�; CHECKED BY : OF 7SHE'Ers + Cit of Fontana Benchmark No -378 C TITLE SHEEN' Y E TIT 1 = 40Circuit No -67-5,30d Nail In P.P. FILE NO. -__n o . ( #) SW Car.Beech b Footh 1 II - •� r DATE: DATE E I e v • 1267.84 Date 9/67 W.O. APPROVED: _ OCT 1987 .5 11 _ .>, CITY ENGINEER � C,E 1932 R . *P+ TITLE SHEET TRACT 13325-2 STREET - 4210r1053PF1 69013 32, 25-Auq-87 0807 AM 1,x69013-5301 -,4.= r _