Loading...
HomeMy WebLinkAbout1907-1GENERAL NOTES 1 THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMEYTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. 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 STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5 NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6 ALL UNDERGROUND -WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7 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 (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9 THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. j '10 ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH- GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. !11 CONTRACTOR SHALL REPAIR, CLEAN AND UNPLUG EXISTING STORM DRAIN FACILITIES BEFORE MAKING CONNECTIONS OR STARTING SYSTEM INTO SERVICE. 12 ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S -SUGGESTED METHOD UNLESS -OTHERWISE SPECIFIED ON THE PLANS. 13 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. - 14 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15 ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE - WITH THE CITY STANDARD SPECIFICATIONS. 16 ALL DISTANCES, MEASUREMENTS, AND PIPE LENGTHS ARE IN THE HORIZONTAL PLANE CORRECTION FOR PIPE SLOPE IS THE RESPONSIBILITY OF THE CONTRACTOR. 17 PRIM TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCAMON AND ELEVATION OF EXISTING STORM DRAIN AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. 18 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL. QUANTITIES NEEDED TO COMPLETE CONSTRUCTION. 19 AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY. THE CONTRACTOR. 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 desjgn 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 HER-MOSA- AVENUE RANCHO CUCAMONGA,- CA- 97130 (714) '989� 1751 STORM DRAIN PLANS I I I I I TRACT 133 25-3 I I I I I � I \ I ULTIMATE: STORM D RA I N LAVE "A" A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD., SUITE 201 TUSTIN, CA 92680 TRACT 13325-4 INTERIM TEMPORARY DETENTID N SAS 1 N WATER: SEWER: POWER: GAS: INDEX MAP UTILITY NOTIFICATIONS TELEPHONE: �r FOR Rr_—YlSIO1 J ks ONLY eL M, DOLE 6( ASSOCIi47ES 760-4 S. ROCN8sTEQ O)►T4 00 C4. .91761 Cgo9) 937 - 9151 REVISIONS: NO. I DESCRIPTION SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91734 (213) 448-6183 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 -SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. -PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES (714) 820-5191 SOUTHERN CALIFORNIA GAS COMPANY 16231 VAL . r Y BLVD. FONTANA, CA 92335 MR. LOU WESTFALL (714) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (714) 529-2889 GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 (714) 999-5639 DATE I ENG.AP1 APPROVED 40560 smger4sf A coop 7-1' Cow aCTla& RETIRE- p W f//GNLAND AYE IROUTE 30) ',M�' :� Srij�i/tl;i lm -L:YI i11, 1 f 1 t. 1 d 1f ` :1111/:11;: :'1:111 X11.:. :m t17M t 4T, J Y� You 1.s'� :, �. Q .. QUANTITIES 15A S'EL /NE A VE RR ^q 0 cf/E C T 350 M/L L ER AVE i 2O CONS TRUC°T 2411 R.C:P D LOAD PER PLAN 208 L.F. O3 CONSTRUCT 18" CSP RISER PER SHT. 2 1 EA. i j 4O CONSTRUCT 4" X 64" CONCRETE PIPE PER SHT. 2 11 L.F. OCONSTRUCT ARR 0;V 1-1/6:11;t/A Y 3 L.F. N, 6� CONSTRUCjT CONC . LOW FLOW CHANNEL, PER PLAN 81 L.F. O7 CONSTRUCT 6' HIGH C,:HAIN LINK FENI"E PER Q O.C.E.M.A. 5T.D. 1412. 3os L.F. OCONSTRUCT 9' WIDE CHAIN LINK GATE: PER 2 EA. Q 14( � t 1.5 C.Y. W CONSTRUCT ANCHOR BLOCK PER SHT. 2 0.5 C.Y. SAN 9, RNARD1N0 AVENl1E VICINITY MAP N. T 5. OLpFESSJp C C No. 41817 'njq�, CIY06 FOF CAL1F PREPARED BY DATE n{oMAS E ffit" REGISTERED CIVIL ENGINEER NO. 41817 DATE: REGISTRATION EXPIRES 3/31/82 SCALE: BENCH MARK: CITY OF FONTANA BENCHMARK NO. 5 Q• Off 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO #) SW COR. BEECH HILL I •IU.f� A DATE: MAY ?988 & FOOTELEV. 1267.84 DATE 9/67 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: FORM DRAIN PLANS DATE: B. M. THE : ��DESIGNED BY: Z KEITH '' 0 L D. J. CHECKED � TRACT NO. 13325-4 7d7 COMPANIES "� E-�Y.� TITLE SHEEP ��,.� OF EETS zoo aawr s:+..R a,ed M.�, ca 92626M4)U0-0e00 W.O. E1Gn. �� FILE N0. APPROVED: �..C.�vj'1¢ ' V �o�v�� ��'GI90 PD07 cry1C �JGINEEft R.0.E 40964 EE CONSTRUCTIC);N MCI' S ',M�' :� Srij�i/tl;i lm -L:YI i11, 1 f 1 t. 1 d 1f ` :1111/:11;: :'1:111 X11.:. :m t17M t 4T, J 1 You 1.s'� :, �. .. QUANTITIES CONSTRUCT 1819 RCP D LOAD PER PLAN 350 L.F. i 2O CONS TRUC°T 2411 R.C:P D LOAD PER PLAN 208 L.F. O3 CONSTRUCT 18" CSP RISER PER SHT. 2 1 EA. i j 4O CONSTRUCT 4" X 64" CONCRETE PIPE PER SHT. 2 11 L.F. OCONSTRUCT TYPE L ADAPTER PER SHT. 2 3 L.F. 6� CONSTRUCjT CONC . LOW FLOW CHANNEL, PER PLAN 81 L.F. O7 CONSTRUCT 6' HIGH C,:HAIN LINK FENI"E PER O.C.E.M.A. 5T.D. 1412. 3os L.F. OCONSTRUCT 9' WIDE CHAIN LINK GATE: PER 2 EA. 09 O.C. E.M.A. STD. 1412. PLACE RIPR_AP (D50 = 10"50#) 1.5 C.Y. 10 CONSTRUCT ANCHOR BLOCK PER SHT. 2 0.5 C.Y. CONSTRUCT JUNCTION STRUCTURE L=4' PER SHT. 2 1 EA. 12 INSTALL BRICK AND MORTAR PLUG 3 EA. 13 CONSTRUCT CATCH BASIN L--21' PER 8H`P. 2 2 ;EA. 14 O CONSTRUCT CONC. H EAD W- ALL P E k SHT. 2 1 E A. /3 INS 7WL x Arc r 1A T1v�v oeylC,5 pFe VE7AII, oN r 4 © f?�CDNSJ�PllC� CA T41-1 85511 1746P 2941 ll L l 2 _ Ow s1-1oEe z _ OLpFESSJp C C No. 41817 'njq�, CIY06 FOF CAL1F PREPARED BY DATE n{oMAS E ffit" REGISTERED CIVIL ENGINEER NO. 41817 DATE: REGISTRATION EXPIRES 3/31/82 SCALE: BENCH MARK: CITY OF FONTANA BENCHMARK NO. 5 Q• Off 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO #) SW COR. BEECH HILL I •IU.f� A DATE: MAY ?988 & FOOTELEV. 1267.84 DATE 9/67 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: FORM DRAIN PLANS DATE: B. M. THE : ��DESIGNED BY: Z KEITH '' 0 L D. J. CHECKED � TRACT NO. 13325-4 7d7 COMPANIES "� E-�Y.� TITLE SHEEP ��,.� OF EETS zoo aawr s:+..R a,ed M.�, ca 92626M4)U0-0e00 W.O. E1Gn. �� FILE N0. APPROVED: �..C.�vj'1¢ ' V �o�v�� ��'GI90 PD07 cry1C �JGINEEft R.0.E 40964 EE � � -t Ff, rT` •;-,- -,--��,., 17 --:�- ,-,��I�, ;;' ',M�' :� Srij�i/tl;i lm -L:YI i11, 1 f 1 t. 1 d 1f :1111/:11;: :'1:111 X11.:. :m t17M t 4T, J 1 .. OLpFESSJp C C No. 41817 'njq�, CIY06 FOF CAL1F PREPARED BY DATE n{oMAS E ffit" REGISTERED CIVIL ENGINEER NO. 41817 DATE: REGISTRATION EXPIRES 3/31/82 SCALE: BENCH MARK: CITY OF FONTANA BENCHMARK NO. 5 Q• Off 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO #) SW COR. BEECH HILL I •IU.f� A DATE: MAY ?988 & FOOTELEV. 1267.84 DATE 9/67 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: FORM DRAIN PLANS DATE: B. M. THE : ��DESIGNED BY: Z KEITH '' 0 L D. J. CHECKED � TRACT NO. 13325-4 7d7 COMPANIES "� E-�Y.� TITLE SHEEP ��,.� OF EETS zoo aawr s:+..R a,ed M.�, ca 92626M4)U0-0e00 W.O. E1Gn. �� FILE N0. APPROVED: �..C.�vj'1¢ ' V �o�v�� ��'GI90 PD07 cry1C �JGINEEft R.0.E 40964