Loading...
HomeMy WebLinkAbout1906-1GENERAL 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 ,**PAVING NOTE STREET IMPROVEMENT PLANO FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ACTUAL TH I CKNE5S OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND 3 STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. WHERE OTHERWISE NOTED. CARE SHOULD BE -TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM 4 CURVE DATA REFERS TO THE FACE OF THE CURB. UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OT THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 5 ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE,, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS -REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH 6 PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO GRADING REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS II TEST TAKEN AFTER COMPLETION OF ROUGH.GRADING., o II 7 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING ' II OF S`t'REETS . W I I J 8 EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR II VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE II FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9 ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 611 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. TRACT II 13325-3 I i II � II II II I � II � II 2191 E. BIRCH STREET BREA, CA 92621 (714) 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 safetypof all persons and property, that this require— ment shall be made to apply continuous) and not be limited to normal working 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 TYPICAL CAL STREET* SECTION F—OXTA I L LANE A D EVELU P M ENT BY I NO. I DESCRIPTION CITATION BUILDERS 17731 IRVINE BLVD., SUITE 201 TUSTIN, CA 92680 TRACT 13325- 4 FOR REVISlDN J ONLY: MADOLE 8( ASSGC/4TES 740-Q S.ROC-E/EST62 (� 0NT4001 Cd. 9/76/ IV (X9) 937-9/5/ U� REVISIONS: NOT A PART J__ ^raw /P/fV 13 AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR OR: F___ 30 THE CITY OF FONTANA. 32 33 34 35 36 14 TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 5' S" 61, Ile /2' 6 ' 5" 5 Ps.� WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. I 15 CONTRACTOR IS INfSTRUCTED TO REFER TO THESE PLANS AND THE , SPECIFICATIONS, AND WHERE THERE -IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE 16 10 CONFLICT TO THE OWNER'S REPRESENTATIVE. 16 STERILANT REQUIRED UNDER ALL A. C. PAVEMENT TYPICAL LOCAL STREET SECTION 17 NO CONCRETE SHALL BE PLACED -UNTIL THE FORMS AND SULTANA A 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 - CITY OF FONTANA 2.5 ;SEWER: 8353 SIERRA AVENUE 5 5' 6' 12' FONTANA, CA 92335 •I � (714) 350-7640 POWER: _ SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 ' •- I - o I • `�~ 69'0 / _ •o e : / `y ,� 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES - (714) 820-5191 _ 10 2 to GAS: SOUTHERN CALIFORNIA GAS COMPANY - VALLEY BLVD. FONTANA, CA 92335 -- - FONTANA, TYPICAL LOCAL STREET SECTION MR. LOU WESTFALL (714) 889_9711 (T I LTE D) SOUTHERN CALIFORNIA GAS COMPANY. TRANSMISSION SANDHURST'ST., LANTERN LN. DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (714) 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 safetypof all persons and property, that this require— ment shall be made to apply continuous) and not be limited to normal working 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 TYPICAL CAL STREET* SECTION F—OXTA I L LANE A D EVELU P M ENT BY I NO. I DESCRIPTION CITATION BUILDERS 17731 IRVINE BLVD., SUITE 201 TUSTIN, CA 92680 TRACT 13325- 4 FOR REVISlDN J ONLY: MADOLE 8( ASSGC/4TES 740-Q S.ROC-E/EST62 (� 0NT4001 Cd. 9/76/ IV (X9) 937-9/5/ U� REVISIONS: NOT A PART J__ o F___ 30 31 32 33 34 35 36 37 NOT A PART INDEX MAP P3' /01 .e' 541 F TYPICAL CUL—DE—SAC STREET SECTION VIOLA COURT REMOVED 7EMP. QT. BAS/Al SrRUC71L2Z-%S ��.`o� 04 DATE I ENG.AP NOT A PART a Z Q W > .J Q Cn r� 100' so EX/STING�� Q a� —� tee J* TYPICAL. STREET SECTION BEECH AVENUE STA. 13+29.91 to 16+59.83 i 1-J!XHLaND 111/eiUU� 6MIrl 30 M/GLIER A�PPOb/ y/Gy�'�/�IY Q Q Q �lj Q Q Q b Q s S'/tl A5,6�AOCOI t o A1/ENUE VICINITY MAP N.T.S. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES* Ol CONSTRUCT ro-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL 27, 360 S.F. O2 CONSTRUCT 4" A. C. OVER 12" COMPACTED NATIVE SOIL 71 , 410 S.F. 3O CONSTRUCT . " A. C. OVER 12" COMPACTED NATIVE SOIL -0- O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 31660 L.F. DETAIL 101 O CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 101 $ 6O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 654 L.F. DETAIL 101 7O CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL 101 $ O8 CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD. 4 EA. DETAIL 104 9O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. 9 EA. DETAIL 104A 10 CONSTRUCT 4" THICK CONCRETE SIDEWALK 181095 S.F. 11 ADJUST EXIST. MArII OLE TO GRADli, Z EA. 12 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118 80 L.F. 13 CONSTRUCT LOCAL DEPRESSION PER DETAIL 2 EA. �� O4 INSTALL 2" X 6" REDWOOD HEADER 420 L.F. W �5 SAWCUT AND REMOVE 1 FT. OF EXISTING PAVEMENT 145 S.F. 16 JOIN EXISTING PAVEMENT (FEATHER TO MATCH) 17 REMOVE EXISTING BARRICADE $. REMOVE EXISTING 2" X 6" REDWOOD HEADER 340 L•.• 19 0 SAWCUT AND REMOVE 0 E EXISTING PAVEMENT AS SHOWN. 3,830 S.F. 10 20 SAWCUT AND REMOVE EXISTING SIDEWALK AS SHOWN. 110 L.F C 21 SAWCUT AND REMOVE EXISTING CURB AS SHOWN. 95 L.F � 8144 100' 50 ' .50' am da 10 !-r ' /.a ; S =� _moi C'\ 16 IS /0 6 TYPICAL STREET SECTION BEECH AVENUE STA. 16+59.83 to 19+89.74 PREPARED BY: APPROVED DATE THOMAS I- BRAUN REGISTERED CIVIL ENGINEER N0. 41817 DATE: 6/1&,/10 REGISTRATION EXPIRES 3/31/92 SCALE: BENCH MARK: CITY OF FONTANA BENCHMARK NO. 1" = 40' 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO #) SW COR. BEECH DATE: MAY 1988 & FOOTHILL ELEV. 1267.84 DATE 9/G7 L QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB. CONTRACTOR SHALL ALS1 ADVISE OWNER ,ASD ENGINEER OF Em. ®V31A2 ANY APPARENT DISCREPANCIES IN ESTIMATES. CITY 0 FONTANA, CALIFORNIA 20 OF CAW ©�� PUBLIC WORKS DEPARTMENT DRAWN BY: STREET IMPROVEMENT PLANS DATE: 8 n/po MF THE • pav DESIGNEn BY: �4VG111BBRIXG n. � . KEITH B. "„� CHECKED BY: TRACT_ N0. 13325-4 5 COMPANTES ' ���fON EC.,Y.P. TITLE SHEET of SHEETS M.av�c�lvs' 200 Baker Sftet, Costa Mesa, CA 92828(9'14)540-0800 W.O. APPROVED: --�=Q-�% ���t,..A S / 90 nnF�I,tL�E N0. CIVIL FN INFFR R_C_F_ A?VMr'n DW6 I !�) O G