HomeMy WebLinkAbout3719-1I
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s * j rr r ♦.
25. THE FINAL dIY11 7 ■ WIDTH DRIVEWAY i. a a a F:. APRONS
LOCATIONSHALL BE i'. AT THE TIME OF CONSTRUCTION
. a yr j
CONFORM TO THE CITY OF FONTANA STANDARD
. ALL EXPOSED CONCRETE SURFACES SHALLO,r
COLOR AND
MATCH
27. THE SEWER CONTRACTORSHALL STAMP
THE CURB
AT THE
LOCATION O SEWER LATERAL. r 1
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
• ALL UNDERGROUND BE INSTALL.ED,
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT flya O PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
TO REVISION AND APPROVAL OF THE C17Y ENGINEER AS DETERMINED
BY SOILS TESTS TAKEN
,;. AFTER
Ty 7 i M t.. ROUGH GRADING, jD,
32. ACTUAL
. i PAVEMENT
i.. #O BASE
COURSE
y' ,Mi.
FOR
STRUCTURAL - r-. BE RECOMMENDED BY
MANHOLES,GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
FOR APPROVAL UPON COMPLET70N OF ROUGH GRADING.
33. ALL ,. fFRAMES, COVERS AND VALVE BOXES
SHALL BE R4JSE0 TO FINISHED GRADE PAVING a J%R
UPON COMPLETION PAVING.
34. UPON COMPLETION OF CONSTRUCTION,
CONTRACTORfir:
3 SIGNING, STRIPING, BARRICADES, AND OTHER
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
35. CONTRACTOR
lr #Y.i ',Y11M... '. SHALL
RELOCATE
vir.,.:t ., REPLACE
M il d. LANDSCAPING,
SPRINKLERS ! AFFECTED BY O r
TO THE SATISFACTION O: THE CITY ENGINEER.
36. AS—BUAS—BUILT DRAWINGS
SHALLyi■ w' PROVIDED !r1', THE PROVIDE iN ayAi O• DRAWINGS �:
THE ENGINEER OF
, WHO SHALL
TO THE CITY ENGINEER.
CITY OF 1 J
S.B.C.
8353 rry.. AVENUE
3939 E. O1e Yi i O STREET
9
ANAHEIM, 92807
350-6632
666-5500
O. CALIF.GAS COMPANY
INDICATES CENTERLINE
1981 W. LUCONIA AVENUE
0UNDERGROUNDSERVICE
(80) 422-4133
REDLANDS, CA 92374
INDICATES EXISTING IMPROVEMENTS
335-7547
PACIFIC BELL CO.
EMERGENCIES:(909)
r/
r ♦ E. CORONADOSTREET
{ i,
ANAHEIM, 92807
COMPANYSO. CALIF. EDISON
J666-5467
r'r r AVENUE
300 N. PEPPER
INDICATES FLOW LINE
RIALTO, CA 6
VERIZON (TELEPHONE)
909 820-5598 - UNDERGROUND
1400 E. PHILIPS BLVD,
909 875-5100 - TRANSMISSION
ONTARIO, CA 91766
213 r PIPELINES
909 357-6505 - DISTRIBUTION
422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
ADELPHIA (CABLE TV)
0 NUEVO AVENUE
♦ AUTO CENTER DRIVE
J J CA 92235
ONTARIO, CA 91761
(909) 822-2201
1' 666-5500
FAX, (90 823-5046
FS INDICATES FINISHED SURFACE
GB INDICATES GRADE BREAK
PI INDICATES POINT OF INTERSECTION
RfW INDICATES RIGHT OF WAY
VC INDICATES VERTICAL CURVE
BVC INDICATES BEGIN VERTICAL CURVE
EVC INDICATES END VERTICAL CURVE
LOC INDICATES LENGTH ON CURB
J � .t': �.:' � � � r r � �. � r y... 1 •.:. y� ii .yi�Y iyi
14 ill
mirn
UNALITHOREFDaiANGES MD USE
THE ENGINEER PREPARING THESE PLJ NOT BE RESPONSIBLE * OR LIABLE
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. J:.
PLANS MUST BE
WRITINGIN BE
APPROVED
r r BY THE
PLANS.
REVISION
O Dr'f � I
,
RELOCATE ST. LJGHT SHEET 2,
Di
� ��1 .," � xx' � ���+��� ��—r. � � � � � ,;. 1 N�, `;~, y �s i>.•.v,'. �u�.l t� t
� 1
4 1=
;
t. 4 ss a t
SHEET 4
EX. PAVEMENT TAPER
E ( VARIES 2.1
SLOPI
29 5' 1 '(MI .)
2.07.� EX. CURB 2 -
�- MAX
GUTTER -_ I
EX. SIDEWALK � _ - _ -- — 1 `t f _ --� �f X11 IRF WPM
BEARINGS:BASIS OF
BASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP
NO. 16477, RECORDED IN BOOK 298 OF DAPS, PAGES 59-62, INCLUSIVE
BEING: NOO'21'45"E
BENCHMARK
PREPARED FOR:
YOUNG HOMES CITY OF FONTANA BENCHMARK NO, 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE_.
(909) 291-7600
ELEVATION:1365.01
STA 38+36.84 TO 41+1100
N.T.S.
I1t
Prepared By:
x'ac 4
i t :
�1
;
.t ,
'SWI} , ,Civil +
t
Engineering . w Planning
8253 Sierra Avenue
Fontana, California 92335
'0 r Fax 356-1795
1« 43976
!1.
-- 0,0
WOMEN
L
LOT
A
1 10' 40' 1 40' , 10' I
EXISTING A.C.
PAVEMENT
27. EXISTING SIDEWALK
EXISTING Gni -
10'±
51 1'(MIN.)
1.69.`,
91
FA
SECTIONTYPICAL
STA 11444#41.20
Ngg@@gp.T..
N.T.S.
Y
Filename: M:\dwg\15921\STREET\LSTROl
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES GRIND EXISTING A.C. PAVEMENT
— - —
INDICATES CENTERLINE
INDICATES RIGHT-OF-WAY LINE
- -® -
INDICATES EXISTING IMPROVEMENTS
--{�~--
INDICATES EXISTING CONTOUR LINE
STREET LIGHTS
DIRECTION OF FLOW
TC
INDICATES TOP OF CURB
FL
INDICATES FLOW LINE
FS INDICATES FINISHED SURFACE
GB INDICATES GRADE BREAK
PI INDICATES POINT OF INTERSECTION
RfW INDICATES RIGHT OF WAY
VC INDICATES VERTICAL CURVE
BVC INDICATES BEGIN VERTICAL CURVE
EVC INDICATES END VERTICAL CURVE
LOC INDICATES LENGTH ON CURB
J � .t': �.:' � � � r r � �. � r y... 1 •.:. y� ii .yi�Y iyi
14 ill
mirn
UNALITHOREFDaiANGES MD USE
THE ENGINEER PREPARING THESE PLJ NOT BE RESPONSIBLE * OR LIABLE
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. J:.
PLANS MUST BE
WRITINGIN BE
APPROVED
r r BY THE
PLANS.
REVISION
O Dr'f � I
,
RELOCATE ST. LJGHT SHEET 2,
Di
� ��1 .," � xx' � ���+��� ��—r. � � � � � ,;. 1 N�, `;~, y �s i>.•.v,'. �u�.l t� t
� 1
4 1=
;
t. 4 ss a t
SHEET 4
EX. PAVEMENT TAPER
E ( VARIES 2.1
SLOPI
29 5' 1 '(MI .)
2.07.� EX. CURB 2 -
�- MAX
GUTTER -_ I
EX. SIDEWALK � _ - _ -- — 1 `t f _ --� �f X11 IRF WPM
BEARINGS:BASIS OF
BASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP
NO. 16477, RECORDED IN BOOK 298 OF DAPS, PAGES 59-62, INCLUSIVE
BEING: NOO'21'45"E
BENCHMARK
PREPARED FOR:
YOUNG HOMES CITY OF FONTANA BENCHMARK NO, 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE_.
(909) 291-7600
ELEVATION:1365.01
STA 38+36.84 TO 41+1100
N.T.S.
I1t
Prepared By:
x'ac 4
i t :
�1
;
.t ,
'SWI} , ,Civil +
t
Engineering . w Planning
8253 Sierra Avenue
Fontana, California 92335
'0 r Fax 356-1795
1« 43976
!1.
-- 0,0
WOMEN
L
LOT
A
1 10' 40' 1 40' , 10' I
EXISTING A.C.
PAVEMENT
27. EXISTING SIDEWALK
EXISTING Gni -
10'±
51 1'(MIN.)
1.69.`,
91
FA
SECTIONTYPICAL
STA 11444#41.20
Ngg@@gp.T..
N.T.S.
Y
Filename: M:\dwg\15921\STREET\LSTROl