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Home My WebLink About1513-1GENERAL 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. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC {� WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY , LIMITP. 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 THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF ?� STREETS. t 7 EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. j 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 u 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. 10 .ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE p AND BROUGHT TO FINISH GRADE BY THE PAVING -CONTRACTOR AFTER PAVEMENT IS IN PLACE. 3 1 11 CONTRACTOR SHALL REPAIR, CLEAN AND UNPLUG EXISTING STORM I DRAIN FACILITIES BEFORE MAKING CONNECTIONS OR STARTING SYSTEM INTO SERVICE. 12 ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER . '-MANUFACTURERIS SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13 IF DURING CONSTRUCTION, •GROUND WATER IS ENCO N E D SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. - 14 NO TRENCH BACKF LL l`iA. L PLACE WITHOUT PRIOR: APPROVAL OF THE CITY!S-INSPECTOR. q 4 r 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 r HORIZONTAL PLANE CORRECTION -FOR PIPE SLOPE IS THE RESPONSIBILITY OF THE CONTRACTOR. E 17 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STORM DRAIN AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. ,y 18• PRIOR TO CONSTkUCTION, CONTRACTOR SHALL VERIFY ALL t QUANTITIES. -_NEEDED _ T-0 COMPLET&V CONSTRUCTION. ' 19 AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 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 PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME- SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 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 AND HOLD DESIGN PROFESSIONAL -HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITY NOTIFICATIONS WATER: SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91734 (2 13) 448-6183 4 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 91335 (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 (714) 529-2889 TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 (7 14) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 999-5639 A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD.. SUITE 201 TUSTIN. CA 92680 STORM, DRAIN PLANS TRACT 13325111111111111111112 REVISIONS: NO. INDEX MAP, APPROVED BY: DESCRIPTION DATE' ENG. NO. APPROVED DATE "THOMAS E. RRUAN DATE: APPROVED BY: DATE: kkriV Ess � NO 41817 E"%P REGISTERED CIVIL ENGINEER NO. 41817 REGISTRATION EXPIRES ,5/3/41 LU SCALE: DATE OCT. 1987 iti ROSE COURT v H/G�/L�7Nl� fll��NU� �•POl/1'2✓ 30 SIA =CO41AT ' v Q 2411 RCP, D—LOAD AS NOTED _ �j �.4 , L F' 3O o �.� � �h P-�iEGr S/rte V LF W ' 16 1419y CONST. 36" RCP, D -LOAD AS NOTED 5O CONST. 4811 RCP, D -LOAD AS NOTED 107 L F 03 CONST. 4: aro "V s�ApA�oNy Q Q � Q Q CONST. MANHOLE _NO. 1-, PER DETAIL .5HT. 3 7 CONST. MANHOLE NO. _--2," - PER _ DETAIL:_. SHT . 3- - � � CONST. J 1� CONST. _rA7 .i 12 CONST. JUNCTION..STRUCTURE.NO. 4_PER DETAIL-SHT. 2 o 13' CONST. i CATCH BASIN-W-71'=PER-DETAIL SHT. 2_ __ EA �- 14 CONST. -CATCH BASIN- W--10_`. _PER --DETAIL SHT. ' 2 � 7 CONST. CATCH BASIN W-211 PER DETAIL SHT. 2 I El-` v CONST. GRATED-C.S.-P. RISER INLET PER DETAIL SHT. 2 -1 EA 17 CONST. a71 79 77 X 74 INSTALL_BRICK AND -MORTAR -SEAL 2 -BRICKS WIDE 19 REMOVE __SEAL_ AND _JOIN --EXISTING- a' EA Xr 66 65P 70 7Z REVISIONS: NO. INDEX MAP, APPROVED BY: DESCRIPTION DATE' ENG. NO. APPROVED DATE "THOMAS E. RRUAN DATE: APPROVED BY: DATE: kkriV Ess � NO 41817 E"%P REGISTERED CIVIL ENGINEER NO. 41817 REGISTRATION EXPIRES ,5/3/41 LU SCALE: DATE OCT. 1987 iti ROSE COURT v H/G�/L�7Nl� fll��NU� �•POl/1'2✓ 30 L F O2 v Q 2411 RCP, D—LOAD AS NOTED _ �j �.4 , L F' 3O o �.� � �h P-�iEGr S/rte V LF 4� CONST. 36" RCP, D -LOAD AS NOTED 5O CONST. 4811 RCP, D -LOAD AS NOTED 107 L F f CONST. 4: aro "V Q Q Q � Q Q CONST. MANHOLE _NO. 1-, PER DETAIL .5HT. 3 REVISIONS: NO. INDEX MAP, APPROVED BY: DESCRIPTION DATE' ENG. NO. APPROVED DATE "THOMAS E. RRUAN DATE: APPROVED BY: DATE: kkriV Ess � NO 41817 E"%P REGISTERED CIVIL ENGINEER NO. 41817 REGISTRATION EXPIRES ,5/3/41 LU SCALE: DATE OCT. 1987 iti ROSE COURT v H/G�/L�7Nl� fll��NU� �•POl/1'2✓ 30 L F O2 v Q 2411 RCP, D—LOAD AS NOTED _ �j �.4 , L F' 3O o �.� � �h P-�iEGr S/rte V LF 4� CONST. 36" RCP, D -LOAD AS NOTED 5O CONST. 4811 RCP, D -LOAD AS NOTED 107 L F 6O CONST. 54" RCP, D -LOAD AS NOTED- aro "V Q Q Q � Q Q CONST. MANHOLE _NO. 1-, PER DETAIL .5HT. 3 Q CONST. MANHOLE NO. _--2," - PER _ DETAIL:_. SHT . 3- - � � CONST. J 1� CONST. _rA7 109 12 CONST. JUNCTION..STRUCTURE.NO. 4_PER DETAIL-SHT. 2 o 13' CONST. i CATCH BASIN-W-71'=PER-DETAIL SHT. 2_ __ EA �- 14 CONST. -CATCH BASIN- W--10_`. _PER --DETAIL SHT. ' 2 � 15 CONST. CATCH BASIN W-211 PER DETAIL SHT. 2 I El-` 7.6 CONST. GRATED-C.S.-P. RISER INLET PER DETAIL SHT. 2 -1 EA 17 CONST. REINFORCED -CONCRETE COLLAR PER -DETAIL SHT. 2 `A3 4 INSTALL_BRICK AND -MORTAR -SEAL 2 -BRICKS WIDE 19 REMOVE __SEAL_ AND _JOIN --EXISTING- a' EA E L S. C Al. "A" Z1. 63 77 REVISIONS: NO. INDEX MAP, APPROVED BY: DESCRIPTION DATE' ENG. NO. APPROVED DATE "THOMAS E. RRUAN DATE: APPROVED BY: DATE: kkriV Ess � NO 41817 E"%P REGISTERED CIVIL ENGINEER NO. 41817 REGISTRATION EXPIRES ,5/3/41 LU SCALE: DATE OCT. 1987 iti H/G�/L�7Nl� fll��NU� �•POl/1'2✓ 30 L F O2 v Q 2411 RCP, D—LOAD AS NOTED _ �j �.4 , L F' 3O o �.� � �h P-�iEGr S/rte 6.0 LF 4� CONST. 36" RCP, D -LOAD AS NOTED 5O CONST. 4811 RCP, D -LOAD AS NOTED �-c0rN/G L 451- v0. L F 6O CONST. 54" RCP, D -LOAD AS NOTED- ------ A,Q.POh/ N/Gyl,/�9Y Q Q Q � Q Q CONST. MANHOLE _NO. 1-, PER DETAIL .5HT. 3 Q CONST. MANHOLE NO. _--2," - PER _ DETAIL:_. SHT . 3- - � � CONST. J 1� CONST. JUNCTION -.STRUCTURE -NO. -2 -PER DETAIL'--SHT.. 3 `. 12 CONST. VICINITY MAP N.T.S. CONSTRUCTION NOTES AND QUANTITIES CONST. 18" RCP, D—LOAD AS NOTED - - j 1; • 0 L F O2 CONST. 2411 RCP, D—LOAD AS NOTED _ �j �.4 , L F' 3O CONST. 3V" RCP, D—LOAD AS NOTED __ 6.0 LF 4� CONST. 36" RCP, D -LOAD AS NOTED 5O CONST. 4811 RCP, D -LOAD AS NOTED X24. Q . L F 6O CONST. 54" RCP, D -LOAD AS NOTED- ------ CONST. CONST. 60" RCP, D -LOAD AS NOTED --------- -CONST. CONST. MANHOLE _NO. 1-, PER DETAIL .5HT. 3 hJ CONST. MANHOLE NO. _--2," - PER _ DETAIL:_. SHT . 3- - - 10 CONST. TRANSITION STRUCTURE NO. 3 PER DETAIL SHT. 2 1� CONST. JUNCTION -.STRUCTURE -NO. -2 -PER DETAIL'--SHT.. 3 `. 12 CONST. JUNCTION..STRUCTURE.NO. 4_PER DETAIL-SHT. 2 13' CONST. i CATCH BASIN-W-71'=PER-DETAIL SHT. 2_ __ EA �- 14 CONST. -CATCH BASIN- W--10_`. _PER --DETAIL SHT. ' 2 � 15 CONST. CATCH BASIN W-211 PER DETAIL SHT. 2 I El-` 7.6 CONST. GRATED-C.S.-P. RISER INLET PER DETAIL SHT. 2 -1 EA 17 CONST. REINFORCED -CONCRETE COLLAR PER -DETAIL SHT. 2 18 INSTALL_BRICK AND -MORTAR -SEAL 2 -BRICKS WIDE 19 REMOVE __SEAL_ AND _JOIN --EXISTING- Co EA 1 CITY OP FORTANAw 'CALIFORNIA _ PUBL • ng IC nn n _: WORKS DEPARTMENT - - THE •crr•u DRAWN BY: £ngb,rbring PATE: . KEITH •Arcbfretrnry p. P STORM _0 R A I N ,P L A M S -- 1-blrxru,v c •Co,wmalon DE31GNED BYCOtN+S •slnnnge,nr,, I TRACT •##-13325-2 . 100 Baker Street, Carta Mesa, CA 92626 (714) 590.0800 BENCH MARK: - CHECKED BY: OF Co SHEETS City of Fontana Benohmark No -378 � TITLE SHEET Ci rou t No -67-5.30d Nall in P.P. _ ._ _ (not) SW Cor.8000h & FoothiII FILE NO. EIov.1267.84 Dots 9/'67 APPROVED: W'O' CITY ENGINEER R,C,E. (8932 X513 OP& 11ILt.- SHEET TRACT 13325 S.D. 42C0,1033PP1 69013 81 IS -Sop -87 04,31 PM / 69013--5212