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24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR }'.D FINISH MATCH EXISTING
ALLOWED25, NO OPEN TRENCH SHALL BE A. THE D OF THE DAY
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26. **OR TO CONSTRUCTION,CONTRACTOR EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES O
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AGENCIES
2& NO CONCRETE SHALL BE PLACED
STEEL HAVE BEEN PLACED,y AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHBE APPROVED PRIOR TO PAVING OF STREETS.
APPROVED30. IL tILANT IS REQUIRED UNDER ASPHALT
PAVEMENT PRIOR PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED O FINISHED GRADE BY s
COMPLETION
OF PAVING.32. UPON COMPLE71ON OF CONTRACTOR x
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33, AS—BUILT
BE PROVIDED
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
CITY OF FONTANA
ATTN: BRIAN WREN
PACIFIC BELL CO,
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5457
SO. CALIF. GAS COMPANY
COMCAST CAREE TV )
1961 W. LUGONIA AVENUE
O
1205 UP NT AVE..
REDLANDS, CA 92374
ONTARIO, CA 91761
(909) 335-°754.7
(909) 390-4738
EMERGENCIES: (800) 427-2200
HGL
HYDRAULIC GRADE LINE
CRAWFORD CANYON MUTUAL MATER CO.
SO. CALIF. EDISON COMPANY
ATTN: DILL VANDERKIEFT„ JR.
300 N. PEPPER AVENUE
(619) 666-6040
RIALTO, CA 92376
13
909 620--5596 — UNDERGROUND
GENERAL TELEPHONE COMPANY
909 875-5100 — TRANSMISSION
1400 E. PHILIPS BLVD.
213 637-1233 — PIPELINES
ONTARIO, CA 91766
909 357-6223 — DISTRIBUTION
FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT
8440 NUEVO AVENUE 1--800-227-2600
FONTANA, CA 92238
(909) 622-2.201
FAX,: (909) 823-5046
ONAUMORUED
THE PREPARING THESE ■ BE
PONSIBLE FOR f,
UNAUTHORIZEDENGINEER..a PLANS.
CHANGES
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REVISION DESCRIPTION
ww"Aw
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s �u
i
BASELINE AVENUE
BASISIGS
BASED ON THE WEST GINE OF THE SOUTHEAST QUARTER
OF SECTION 36, T 1 N, R 6 W, SBM PER TRACT 16258--1
AS RECORDED IN BOOK 291 OF MAPS, PAGE 36-40,
BEING N00"034'38"E,
PREPARED FOR:
YOUNG
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 917,30
(909) 291-7600
B.M. #361, SPIKE IN NORTH FACE OF P.P.
1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
I
CONSTRUCTION NOTE5
7
DETAILSCONSTRUCT MANHOLE PER APWA STANDARD PLAN
CONSTRUCT
2
w..RPER y STANDARD
PLAN 380-2 SEE DETAILS ON SHEET 3
(D__REMOVE EXISTING STORM DRAIN,ORO
CONSTRUCT JUNCTION STRUCTURE .ER APWA .
PLAN
DETAILS ON
CONSTRUCT 36- RCP (1350—D)
CONSTRUCT MANHOLE FRAME & COVER LOCKING TYPE
* APWA PLAN 210-2, SEE DETAILS ON SHEETS 2 &3A
SHFU INDEX
TITLE SHEET
SHEET
LINE "A" SHEET 2
540 LLP
3 EA
EA
110 LF12 EA/1 EA
EA
55 LF
3 EA
"
.„
Prepared y: E SS CITY OF FONTANA CALIFORNIA
1"P STORM DRAIN IMPROVEMENT PLAN
Civa Engineering - Land Surveying - Land Planning C, � _ —60 _
,h 0253 Sierra Avenue DRAWN BY: SCALE:
0 � A .:
Fontana, California 92335 Uj No. 43976 m AS NOTED
i9} 356-1615 Fax ERIA PARK
(q 9j 356-1795 ` Exp. 6/30/07 �' DESIGNED BY:�Lm DATE:
LT MAY, 2€305
.,
9 c t V 4 �- �r`�CHECKED B: AP OV- : DRAWING NO.:
David 9, Hammer, R.C.E. 43976 at
0
(expires 6i3Qi2fli�7j � A' CA l.. � � o � DATE; 6�4100
ml � CITY E GINEER R.C.E. I K2 3748
Filename: M:\dwg\15905\STORM DRAIN\ 15905SDO1.dwg
LEGNU.
INDICATES CENTERLINE
-
INDICATES RIGHT--OF--WAY LINE
—
INDICATES FUTURE IMPROVEMENTS
INDICATES FUTURE CONTOUR LINE
STREET LIGHTS
DIRECTION OF FLOW
SEWER MANHOLE
HGL
HYDRAULIC GRADE LINE
INT
INTERIM
ULT
ULTIMATE
N.A<P,
NOT A PART
13
STORM DRAIN MANHOLE
ONAUMORUED
THE PREPARING THESE ■ BE
PONSIBLE FOR f,
UNAUTHORIZEDENGINEER..a PLANS.
CHANGES
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REVISION DESCRIPTION
ww"Aw
r r
s �u
i
BASELINE AVENUE
BASISIGS
BASED ON THE WEST GINE OF THE SOUTHEAST QUARTER
OF SECTION 36, T 1 N, R 6 W, SBM PER TRACT 16258--1
AS RECORDED IN BOOK 291 OF MAPS, PAGE 36-40,
BEING N00"034'38"E,
PREPARED FOR:
YOUNG
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 917,30
(909) 291-7600
B.M. #361, SPIKE IN NORTH FACE OF P.P.
1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
I
CONSTRUCTION NOTE5
7
DETAILSCONSTRUCT MANHOLE PER APWA STANDARD PLAN
CONSTRUCT
2
w..RPER y STANDARD
PLAN 380-2 SEE DETAILS ON SHEET 3
(D__REMOVE EXISTING STORM DRAIN,ORO
CONSTRUCT JUNCTION STRUCTURE .ER APWA .
PLAN
DETAILS ON
CONSTRUCT 36- RCP (1350—D)
CONSTRUCT MANHOLE FRAME & COVER LOCKING TYPE
* APWA PLAN 210-2, SEE DETAILS ON SHEETS 2 &3A
SHFU INDEX
TITLE SHEET
SHEET
LINE "A" SHEET 2
540 LLP
3 EA
EA
110 LF12 EA/1 EA
EA
55 LF
3 EA
"
.„
Prepared y: E SS CITY OF FONTANA CALIFORNIA
1"P STORM DRAIN IMPROVEMENT PLAN
Civa Engineering - Land Surveying - Land Planning C, � _ —60 _
,h 0253 Sierra Avenue DRAWN BY: SCALE:
0 � A .:
Fontana, California 92335 Uj No. 43976 m AS NOTED
i9} 356-1615 Fax ERIA PARK
(q 9j 356-1795 ` Exp. 6/30/07 �' DESIGNED BY:�Lm DATE:
LT MAY, 2€305
.,
9 c t V 4 �- �r`�CHECKED B: AP OV- : DRAWING NO.:
David 9, Hammer, R.C.E. 43976 at
0
(expires 6i3Qi2fli�7j � A' CA l.. � � o � DATE; 6�4100
ml � CITY E GINEER R.C.E. I K2 3748
Filename: M:\dwg\15905\STORM DRAIN\ 15905SDO1.dwg