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T'NE CC)NSTRUCTION OF ALL PUBLIC INPRO _ EN'TS SHALL LL C€TN O, „ TCS
PLANS AND TO THE OF
SPECIFICATIONS, IONS PUBLIC WC}„ DT P+ ,THESE
NT CITY CSF };
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONT , A PUBLIC
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Co ION NOTES AND QUANTITIES
DEPARTMEfn PRIOR TO START OF ANYWORK WITT IN THE CITY
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LIMITS
3 S" ATOM G REFERS TO THE CENTERLINES oV STORM DRAINS EXCEPT
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WHERE► WIFE NOTED.
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4 . a LL EXPOSED CONC ,' 'TE SURFACES SHALL CONFC RM IN G, E, COLOR
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D FINISH TO ALL ADJOINING CABS AND SIDEWALKS.
5 NO CONCRETE SHALL RE PLACED UNTIL THE FORMS AND REINFORCING
CONST.
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1011 RCP, D -LOAD AS ,NOTED
STEEL HAS BEEN P : CEDr INSPECTED AND APPROVED.. r
�®NOTED
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5 ALL UNDERGROUND WORK SlfALL BE COMPLETED PRIOR TO PAVING OF
5
STREETS.
5
CONST .
481# RCP D -LOAD AS NOTE?
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7 EXISTING UNDE TGT O D UTILITIES ARE AS PER AVAILABLE R.ECaRDS .41
77
BE RESINI FOR: RIFYI , E A 3 7
CONST.
54” RC , D -LOAD AS NOTED
LOCAT ION AND ATIONIN L�E FIEF.
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THE WAI, ,S AND FACES OF ALL EXC }VAT'ICoNS }, � }' FIS 5 }
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FEET IN DAM SHALL BE EFFECTIVELY GTA"POEB A'SHCi�„„ C l
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SYSTEM, SL PIG 6i THE o OR EQ�IV” MEANS r.
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CONST.
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T Na ES UPS N F"I"VE t ! FRET IN DE S LL A�C> BE �°
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GC D E # ' . INATION IN'DI#CATES F[A A DC�U GRC� ' _ D HC V ,
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Y BE E.PE }„' ED.
MANHOLE NO. 2 , PER. DETAIL SHT. ,
9 THE CC + tRAS) SMALL ALSO OBTAIN A PERMIT TO PERFORM
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E CAVAT"IC N CSR TRENCH s „NC i WO AS DESCRIBED IN NOTE S ABOVE fROM
CONST.
TRANSITION STRUCTURE NO. 3 PER DETAIL SHT. 2
CA
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All
10 A„LL MANHOLES SHALL BE CONSTRUCTED S'° BELOW PA HENT G UE
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COAST.
► BROUGHT TO FINISH GRAM BY THE PAVING CC)NT r, ,, ££ - R AFTER
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PAVEMENT IS IN PLACE. r
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4 ER DETAIL SHT.
JUNCTION STRUCTURE NO. P_�'
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11 ONT,< „ SHALL RPAIR, CLEAN N D t7NPT iG E IS#SING STC>
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D940 0 FAC: LITIT S BEFORE ZINC CO } ECTIONS OR STARTING
CONST.
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SY TE INTO SERVICE. >„
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1 ALL C<H. M.P. IN`STA TIONS IJ CONNECTIONS HALL BE MADE PER
MAN iTFAC... ;, ,'ERAS SU GGT STPD HC3„D U#£ ESO? OTHERWISE SPECIFIED
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ON TSE PLANS.
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CATCH BASIN W-'21" PER DETAIL SHIT. 2
13 IF DURING CONSTRU ION, j
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STE P C� r D T E CI Y I E #
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OF THE CITY'S INSPECTOR.
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REINFORCED CONCRETE COL
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~15 ALL EXPOSED METAL SURFACES BEFALL BE GALVANIZED IN ACCORDANCE
18
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WITH THE CITY STANDARD SPECIFICATIONS. f;
REMOVIIIEIII
1 ALL t IS}T CES„ MEASUREMENTS, D PIPE LENGTHS IN THE
„
HORIZONTAL PLANE CC r ICON FOR PIPE SLOPE IS THE
20
CONST. 66"
RESPONSIBILITY OF THE CONTRACTOR.
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17 PRIOR To STARrj#q CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
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LOCATION D E„ A�'ION PF EXISTING STORM DR .IN D NOTIFY
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THE DESIGN ENGINEER , OF ANY VARIATION FROM DESIGN. s
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1$ PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL
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QUANTITIES `IES NEEDED TC) COO PT ETE CONSTRUCTION.
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19AS BUILT PLANS S LL BE PROVIDED TO THE- CITY BY -THE .
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I_A E NGIN� ER' S N TTIC -- , , .C},
PR T
THE EXISTENCE AND LOCATION OF ANY UNDER UTILITY PIPES
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OR -STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF TOE AVAILABLE RECORDS. THESE LOCAWON8 ARE APPROXIMATE ,
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AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY
NECESSARY ADJUS' :' TAT CAN BE MADE IN ALIGNMENT, AND/OR GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY SURES TO PROTECT ANY UTILITY LINES SHOWN
AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON `HESE '
PLANS..
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH.
GENERALLY ACCEPTED CONSTRUCTION UCTION PRACTICES, CONSTRUCTION
�£
CONTRA C2"C)R WILL BE R OUIT2E0 2'C) ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONKTIONS DURING THE, COURSE OF
CONSTRUCTION OF THE PROJECT,, , INCLU',D1,NG SAFETY OF ALL PERSONS
U PROPERTY T THIS REQUIREMENT SHALL BE MADE TO APPLE'
CONUMUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND
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CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INNIFY
AN'0 HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIA, ITY, REAL OR ALLEGED, IN CONNECTION WITH THE
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P A TCE OF WORK ON THIS PROJECT, EXCEPTING EPTING LI,ABILIT"Y
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ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
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UTILITY NOT'IF'I MMIONS
WATER: SAN GAB IEL VALLEY WATER COMPANY
11142 GARVEY AVENUE
EL MONT CA 91734
+
(213) 448-6183
SEWER: CITY OF FONTANA
8353 SE AVE
F ON' 'AkA, CA 9 2 3 3,5
(714) 3,50-7640
t„
POWER: SOUTHERN C LIF R1IA EDI ON COMPANY
P.O. t6x 7818
300 N PEPPER STREET
`.
RIALT0, CA 9 376
. DAVE JONES '
( 7'x.4) 820-5,191
GAS SOUTHERN CALIFORNIA IA GAS COMPANY
163„3 VALLEY BLD.
FONT , ; , 6A, 9,21335
M. LOU wkSTFAU
(714) 889-9711
SOUTHERN CALIFORNIA GAS COMPANY
T,,;' , :§MISSION DIVISION
191 E. BIRCH S'T AEET
BREA, CA 92621
(744) 529-2889
TELEPHONE GENERAL TELEPHONE
9C3” TELL { =rE
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RANCHO,AV`E
�y
,. 't +� w 317,`0:
y.NO,
tt�o''t.„
(714) 945"-35'62
PACIFIC BELL
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39349' R. CCSRC�N" STREET:.
EI , CA 9,2807
(714) 999-5639
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v4FAl 114E
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'vj'I,CIMTY MAP
:.
N.T.S.
Co ION NOTES AND QUANTITIES
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5 _
CONST.
.... . .......
1011 RCP, D -LOAD AS ,NOTED
�®NOTED
RCP, D -LOAD
5
CONST .
481# RCP D -LOAD AS NOTE?
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CONST.
54” RC , D -LOAD AS NOTED
7157. 0
3
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CONST «
6,RCP D -LOAD AS NOTED
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CONST.
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MANHOLE NO. 11 PER DETAIL SHT.
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CONST.
MANHOLE NO. 2 , PER. DETAIL SHT. ,
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CONST.
TRANSITION STRUCTURE NO. 3 PER DETAIL SHT. 2
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COAST.
JUNCTION STRUCTURE NO. 2 PER DETAIL IL SHT . ..£.'
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CONST.
4 ER DETAIL SHT.
JUNCTION STRUCTURE NO. P_�'
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13
CONST.
CATCH BASIN W-71 PER DETAIL SHT.
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CONST.
CATCH BASIN �?4 PER DETAIL SHT. 2
5
CONST.
CATCH BASIN W-'21" PER DETAIL SHIT. 2
1+6
CONST.
GRATER C.S.P. RISER INLET PER DET.AI, SHT. 2
2
E
1'7'
, CON'S
C PER DETAIL SHT.
REINFORCED CONCRETE COL
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18
INSTALL BRICK AND MORTAR SEAL 2 BRICKS WIDE
REMOVIIIEIII
SEAL AND JOIN EXISTING
20
CONST. 66"
RCF' D - LOAD AS NOTED
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