HomeMy WebLinkAbout5757-1• ��Ki7,
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THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING • OF • - • OF PROJECT INCLUDINGOF
LIMITEDALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
TO NORMAL•- • - AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY,
i • OF • .-• • - i i- - •- ANY
i ALL LIABILITY;REAL OR i IN CONNECTIONPERFORMANCE OF •• ON
,Lr1ROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
EX18TING UNDERGROUND STRUCTURES:
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE
INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS
, OR
PROCEEDING
-•i IMPROVEMENTS
-• HEREON,
• AGREES
- TO
ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND OR STRUCTURES NOTREPORTED OR INDICATED ON i`i OR
THOSEi l AT VARIANCE WITH REPORTED RECORD • •NS. THE CONTRACTOR IS
SHOWNREQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
i ANY OTHERS FOUND AT • OR RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES
CONCERNED BEFORE STARTINGWORK.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND, DIMENSIONS AND SHALL REPORT DISCREPANCIES
TO T
THE BASIS OF •' THIS
COORDINATESURVEY IS THE CALIFORNIA STATE PLANE
•
NORTHD, AD:
LOCALLYBASED ON • •
OPERATING REFERENCE STATIONS •.
•' AND "EWPP ts AS SHOWN HEREON
r
aTy oF FoNTANA05ir
PK NAIL IN POLE . LOCATED AT
AVENUE AND SANTA ANA AVENUE.
THE NORTHWEST CORNER OF REDWOOD
LE END:
Ip-
—PROPERTY LINE
R/W
—RIGHT OF WAY
q
—CENTERLINE
ARCH.
—ARCHITECTURAL
T.C.
—TOP OF CURB
F.L.
—FLOW LINE
F.S.
—FINISH SURFACE
T.S.
—TOP OF CONCRETE SLAB
H.P.
—HIGH POINT
F.F.
—FINISH FLOOR
R.D.
—ROOF DRAIN
R.C.P.
—REINFORCED CONCRETE PIPE
INV.
—INVERT
S =
—SLOPE
F.G.
—FINISH GRADE
S.D.
—STORM DRAIN
T.R.
—TOP OF RAIL
ST.LT.
—STREET LIGHT
G.B.
—GRADE BREAK
H.P.
—HIGH POINT
H
—HEIGHT OF RETAINING
C.F.
—CURB FACE
B.W.
—BACK OF WALK
L.S.
—LANDSCAPING
A.B.
—AGGREGATE BASE
P. V.C.
—POLYVI N YLCH LORI DE
C.I.P.
—CAST IRON PIPE
F.H.
—FIRE HYDRANT
P.P.
—POWER POLE
TOLL FREE _qqMMFw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
01"TY OF FONTANA
W..."FIRAIN IMPROVEMENT
PARCEL MAP NO= 1986a
SCALE: 1 " = 100'
BASIN
—BEGINNING OF CURB RETURN
E.C.R.B.C.R.
i OF •- RETURN
L.P.•
POINT
Ai
!
•. • .
B.O.P.••
OF PIPE
—RADIUS
•• OF •!
•. OF WALL
C.M.B.i
MISC. BASE
—SQUARE
(0.00)
ELEVATION
B.O.W.
:! • OF `
•- OF -.
—NATURAL-,i
!'
• ' OF • i
!E
—TOE OF •'
E.P.
—EDGEOF PAVEMENT
A.C.
—ASPHALT CONCRETE
—CHAIN
CONC.—CONCRETE
DRAINPKWY
—PARKWAY DRAIN
—HANDICAP
—EXISTING
TRANSEXIST.
.,
—TRANSFORMER i,i
i i
—BUILDING
M.H.
—MANHOLE
!' OF BERM
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"Noz
1. Cement grout
capping at end 5f pipe
ELEVATION
s • Mortar)
NOTE:
1. Type ."Boa closure for "D" not larger than
36" unless, approved. or specified by the
Engineer. '
2.See specifications for additional information.
REV. REMSiON DESCRIPTION DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
-COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH iN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
QRpFESS/pNq
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Qj
cle Cif r;:0
* R.C.E. NO. 56155 ylr
(p Exp. 12-31-18 Q
q �
®� C No,
nside edge. of R.C.P. groove i
Cement grout capping
Brick 6k mortar closure
• f #; ! i
DATE
•
FILE +
•
Thieves €ngineer*g.. /nc.
CIVIL ENGINEERING -LAND SURVEWNG
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)521-417J
1
SAN BERNARDINO FRWY
SANTA
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AVENUE
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'41101 1 00]1�,1111 1:::
1"�-- CONSTRUCT 36" RCP, D—LOAD PER PLAN. 685 LF
i CONSTRUCT 30" RCP, D—LOAD PER PLAN. 45 LF
3: CONSTRUCT 24" RCP, D—LOAD PER PLAN. 100 LF
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN 3004.
1 EA
"W , "V", AND "H" PER PLAN.
D— CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD PLAN 3005.
1 EA
DCONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3012.
3 EA
:.1 7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
1 EA
33D-- CONSTRUCT PIPE CLOSURE DETAIL ON SHEET 1.
1 EA
D— REMOVE EXISTING 24" RCP STORM DRAIN.
120 LF
0 REMOVE EXISTING MANHOLE.
2 EA
1 1PROTECT EXISTING STORM DRAIN iN PLACE.
1 LS
SHEETINDEX
TITLE SHEET, NOTES i DETAILS
STORM DRAIN PLAN AND PROFILE
UMLITY CONTACTS:
THE CONTRACTOR SHALL N01IFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
! • +
FONTANACITY OF FONTANA: (909) 350-7610
SOUTHERN CALIFORNIA GAS COMPANY- (909) 335-7583
1COMPANY:•i• 201-7333
INLAND EMPIRE U11LIlIES AGENCY: 0• •• •i!
Lost Update: `+
/23/18
CITY OF FONTANA, CALIFORNIA
DRAW BY-
C,
OR ASNOTED
DESIGNED :' DATE:
■ i ••i
'
18
CHECKED BY- DRAWING NO.:
r
o-T57