HomeMy WebLinkAbout1668-1PRIVATE
STORM DRAIN PLANS
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� 1. THE T I ON � ALL PI,DI_ I C IMM SHALL CXINFORM TO
} THESE PLANS AND TO THE REQU I REPENTS OF THE CITY STANDARD
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_ _ _ _ _ _ _ _ _ . _ SPECIFICATIONS. PUBI_ I C WORKS DEPARTMENT, CITY OF FONTANA.
FONTA
11WASCMA0 M.-
2 . C�]NSTRUCT TON PERMITS SHALL BE OBTAINED FRO'! FONTANA PUBL I C
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE
s E NCITY LIMITS.
•""' r ». 3. STATIONING REFERS TO THE INES O STORM DRAINS EXCEPT
WHERE OTHERW I 9E NOTED
� i I
•• ' ' ! EXP CON ACES ALL MADE COLOR
� s._, I � 4 ALL OSED CONCRETE SURFACES 9F1 Ol�l1 IN
AN L 4BAN
AND FINISH TO ALL ADJONING CURBS AND SIDEWALKS.
010 Low PHASE I
12900 ' I 6 . NO t, ii E SHALL BE PLACED UNTIL THE FORMIS AND REINFORCING STEEL
j I . i %I
HAS BEEN PLACEDo INSPECTED AND APPROVED
� .. �- � _ -- - _ _ _ _ _ _ _ # _ - _ � - w 6 . ALL IAVD►E'R WORK 8H1ALL � OOP�'L.ETED PR I LIR TO PAVING
. •. I � I N THE
I M&LER V
I FONTA N A OF STREETS.
s,o "�R
7. EX I ST I IVB ll�ERGR0111�D UTILITIES ARE AS PER AVAILABLE RECOftDiB .
(SITE! CTY, 0 O TAN THE CONTRACTOR SHALL B+E RESPONsIvLE FOR VERIFING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
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8 . THE WALLS AND FACES CNS ALL EXCAVAT I CNV GREATER THAN FIVE CM
>' I +.. roo1► I FEET IN DEPTH MALL BE EFFECTIVELY GUARDED BY A SHIOR I NG SYSTEM.
WREST 6a , 14900 COUNTY OF SAN BERNARDINO
"CHESTNUT "'NE ` _ ST I � SLOPING OF THE GROUND OR OTHER EQU I YALENT MEANS. TRENCHES
I ; WY AJ LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED .
S. THE CONTRACTOR CSI SHALL ALSO CDTA IN A FERMI T TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE a ABOVE
'VI C I N I T MAP FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GLADE
AND BROUGHT TO FINISH GRADE BY THE PAYING CONTRACTOR AFTER
PAVEMENT IS IN PLACE.
- 11. IMMED I ATELY FOLLOWING RE OVAL OF EXISTING PAVEPENT � DIKE
Q at CURB APD/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE
THAT PORTION OF WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CACTIONS SHALL BE MADE
ff) - -1 — PER MANUFACTURE'S SUGGESTED METHOD UNLESS OTHERW I SE
Soo Q SPECIFIED ON THE PLANS.
13 . IF DURING CONSTRUCTION, E#R0[W WATER IS ENCOUNTETRED. A
S TRACT 13596 SYSTEM APPROVED BY THE CITY ENG I NEER SHALL BE INSTALLED
r TO DEWATER SAID AREA AT THE D I RECT I CSN OF THE SOILS ENG I NEER .
ti I > LOT 8 14. M I _!NCH BACI I LL SHALL TAKE PLACE WI TH MJ'T PR I OR APPROVAL
I OF THE CITY'S INSPECTOR. ' (14
/ 16. ALL EXPOSED PETAL SURFACES SHALL HE GALVANIZED IN ACCORDANCE
WITH THE CITY STANDARD SPECIFICATIONS.
CI��C~'
16. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
00 � � LOT 9
00 0
I ��7� •
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE At�D APPROXIMATE LOCATION CO• t�ERGRtxN�D UTILITIES
/ Olt STRUCTURES SHOWN ON THESE PLANS WERE DETERM I [QED BY A SEARCH
OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OCIIR KNOWLEDGE
THERE ARE NO EXISTING UNDERGROUND UTILITIES Olt STRUCTURES EXCEPT
RO,q AS SH10WH1 ON THIS MAP.
THE CONTRACTOR IS REQU I RED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OTHER UTILITIES
I TRACT 13220 � OR UTO NOTS AT THE IFY I FY THE SITE. IT OWNERS LIF' THELUT ISL I THE
I ES�OR�STR[1CTEAtE5RESPONSI—
BILITYCONCERI�D
PENSTOCK I BEFORE STARTING WOW.
RIDGE ._ _ .._ LOT I
R D • _._ _. __... _ .. _ CONTRACTOR AGREES THAT HE SHALL A. 'E SOLE ASD ' ' ETE RESp"M IB IL I TY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CE THIS
� AKWILAR VACE BE N *A� PIK: UT ILITY NOTES : PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TH I S
AND CASING SHALL BE FILLED WITH E REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �\
Q SANG Pt:ACED UNDER PRESSURL YORK I NG HIOURS i ALD THAT THE CONTRACTOR SHALL DEFEIN. INDEMNIFY AND
_ NOLD THE OWNER AND ENG I NEER HARMLESS FROM ANY AND ALL LIABILITY
REAL AND ALLEGEDo, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
WATER: CUCAMONGA COUNTY WATER DISTRICT PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
9461 SAN BERNARDINO ROAD THE OWNER OR THE ENGINEER.
» CUCAMONGA. CA 91730
(714) 987-2591
o NOTE TW ENG I l�EER PREFAB ING THESE PLANS WILL NOT BE wESPON S TSIX FOR O
cn SEWER : CITY OF FONTANA OR L I ABLE FOR. UNAUTHOR I ZED CHANGES TO OR USES OF T1 -ESE PLANS. ALL
I 6353 SIERRA AVENUE CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
I tr / • • �••`' -" xl�IuLAMt Duct sH 3' FAIN. FONTANA . CA 92335 PREPARER OF THESE PLANS.
W / LAi"JOINT (714) 350-7640
T.- V I ;STEEL CASIM tr'E1! ".T. •`. • / R.G. R POWER: SOUTHERN CALIFORNIA ED I SDN COMPANY
I A -Las COMMERCIAL GRAO�. ,' : 1 � ,• P.O. BOX 788
JOINTS SHALL BE BUTT— • .1 300 N. PEPPER STREET
'WELDED FULL CIRCUMFERENCE. PLAT STEEL MAPS � S MIL R ALTO A 923
WALL THICXNESS : 3/6" Mi - I C 76
�' No Ruff" Ruff" ! TO MR. DAVE JONES
MAKE STRAP, TOUCH BOTTOM
•• •:.: •..=.R•C• f'• TYR
GAS: SOUTHERN CAL I EO'RN I A GAS COMPANY
• 15231 VALLEY BLVD.
FONTANA. CA. 9233'5
REOWM MINE" MR. LOU WESTFALL
CONTINUOUS ALONG Rft
LOCATION MAP EXCEPT AT JOINTS SIZE TELEPHONE: PACIFIC TELEPHONE
TO BE CHOSEN TO PB0- 9000 HELLMAN AVENUE
DUCE AN EVEN ANNULAR RANCHO CUCAMONGA . CA 91370
SPACE BETWEEN R.C.P.
AND CASING,
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{ �pFESS/pN \
STEEL. CASING F'OR ._ R.C.P.tooF4 a e q�
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_ E TA rCNOSCALE ,.PH �D L )
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\ OF CA \i
- CITY SOF FONTANA, CALIFORNIA
FORKSDEPARTMENT
NC'H ARK NO. REVISION6 DATE APPR D PUBLIC
!)E M �
NEST
BENCH MARK NO. 354 ELEV. 1301.63 7 --- - DRAWN. Y SCALEa
OAST__ CQ1 _ ._ PRIVATE STORM DRAIN PLANS
_ _ 6 HORIZ. a
' U.S.C.G. S. STATION "PARCEL" 1963 5 ES I GN DESIGNED BY ' 'N
_ LINE a .�
Civil EA�fn••ri LSM •AA1A ww•yflA�. AMM ..,-. VERT. t
108' + EAST OF RAILROAD ON BASELINE 4 ���•• r°::��OA Ave.* 10 '171.0 gra-sem CHECKED BY DATE
k,.,,,
PLANS PREP R SUPERVISION OF: DWG
(TR.13220) 3 — —$
ROAD, SET 9-67. 2 JOB NO._ DWG. NO. SHT. NO.
E..�o SHAW R.C.E. NO. 18784 CAD -2113 APPROVED t OF 2
mANTITI Eg No. so ¢ 22 8- tg- Ir M EXP. DATE 5-30-89 CITY ENGINEER R . C . E 693
s TITLE SHEET - STORM DRAIN LINE 'D' - 8120.22]PF: 13020 465 30 -Mar -88 09:53 / 130.20-1
CONSTRUCTION NOTES � QUANTITY ESTIMATES
Nq1.
DESCRIPTION UNIT QUANTITY
CONSTRUCT 3 6" R . C . P . (2250-D1 L.F. 372
CONSTRUCT � 8►" Q'1 I M SMOOTH STEEL CASING PIPE L . F . 30
;�:, PER DETAIL
22. CONSTRUCT M.H. NO. 2 PER DETAIL EA. 2
g4 . CONSTRUCT INET TYPE V PER DETAIL �►/ 4S RISER EA. I
p'S . CONSTRUCT INLET TYPE �Y PER DETAIL w/ 24" RISER EA. I
2'6 . CONSTRUCT RIP -RAP PER DETAIL S . F . 510
IB'7.
INSTALL SAND BAG9i 1 WIDE. 2 NIGH
L.F..
13�
28.
CONSTRUCT CONNECTION C.M.P. TO R.C.P. PER
DETAIL
EA.
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