HomeMy WebLinkAbout1794-11�0
oc
HIGHLAND ����/�OAV
1
w I 15
> OQ`� I I �� w w
Q �J li / Z
SOgTHERN �`� PA C`)�/c > w
//BA SE LINE AVENUE a
AG
Z i Ir
-y MILLER AVENUE
FQOTH I LL a z BOULEVARD
`77
LOCATION o
a cc
w w �
AR ROW HIGHWAY =
VICINITY MAP
NOT TO SCALE
VILLAGE OF HERITAGE
STREET IMPROVEMENT PLANS
IN THE
CITY OF FONTANA
9")46-
COUNTY OF SAN BERN R I N__o
x5 CONSTRUCTION NOTES QUANTITIES:
MARBELLA: STREET:
SHEET NO'S 3 a 4
LOMAS COUF�'
1 SHEET NO 2 PALERMO_STREET
,
SORRENTOST EET i ,, -__-
� ;SHEE ET NO 8
------ O M ON A C O S TR E T
SHEET NO. 5 .1 ;. L I B E. R T Y ._ ,
' HEFT NO.,1,03.s.. N PL ES CCNU; T A
d0 PEET'
SAN TROPEZ CO RT _ RIVIERA COU . T
TR 141.96".1 SHEET NO. 13 -=
i SHEET N0: 15
^" ® is • -
w SHEE
i I
• aI PARK WAY O
. ® -
wj
TR. ® 14196 • • TR. 14196•-3TR 14196- • I • • --
Qo S
TR. 14196*
Si
- --J - - • a' - - -
• Z
a
m
FOOTHI L"L - BOU,,LE VAR D
'ORTOFI NOST EET CAPRI cov 7+ AS1.9 STYLET `.- ASABLANCA Cw 7
SHEET O. (1 &
SHEET NO: 6 SHEET NO 14- -
Tv NNY ST. S! -IFFY NO_. 9', '< _2
SAN REMO CORY SHEET N0, 7 v
'SHEET NO. 2'1
I_NDEX MSP.
SCALE V -30Q.•
A/W
SQ'
71
/O' /0'
LE!/6Y LINE 1
0.07' O.2p'
� io zio 3
TYPICAL SECTION- LEVEL
NOT TO SCALE
ALL STREETS
DESCRIPTION CITY OF FONTANA QUANTITIES
STD. DETAIL No. TRACT 14196_1 'rRArT 14196.-2 TRACT 14196-3 TRACT 14196. 4 TRACT 141961 TOTAL
0
- CONST, 6" CURB 8 GUTTER
1
101
1,690
L.F.
4,492
L.F.
4,247
L.F.
x,009
L.F
3,272
L.F.
15,710
L.F.
2
CONST. RESIDENTIAL DRIVEWAY W=16'
X102
.,; /`f7
�S,F.
11;297
S•F,
10,010
S.F.
7,293
S.F.
7 72
�
.� S.F.
`�0�;�69
��S.F,_
3O
CON-ST. CONC. SIDEWALK
PER
SPECIFICATIQNS
3,687
S,F.
14,378
S.F.
11,084
S.F.
6,136
S.F.
86 .�_S.F.
_ �3 Sig
S.F.-
S.F.
O4STD.
CONST. 3" A.C. OVER 12" COMPACTED NATIVE
33,041
S.F.
84,.346
S.F.
84,538
S.F.48,035
S.F.
65,689
S.F
3151649
S.F.
5O
CONST CROSS GUTTER
105
1,449
S.F,
483
S.F.
1,449
S.F.
483
S.F.
1,932
S,F
5,796
S.F.
O6
CONST WHEEL CHAIR RAMP
104A
6
EA.
2--
EA.
10
EA,
2
EA.
8
EA.
28
EA.
7O
CONST, CONC. CURB ONLY
101
191
L.F.
63_
L.F.
192
L.F.
63
L.F.
252
L.F
761_
L.F.
�8
CONST. BARRIER(INTERM, FOR TRACT PHASING)
118
-..F.
-
L.F.
-
L.F.
33
L.F.
-
L.F.
33
L.F.
•
O
CONST. TRANSITION 6" C.F.TO 8" C.F.
CURB 8 GUTTER
101
-
L.F
-
_ L.F.
�--
L.F.
L.F.
127
L.F.127
L.F.
10
CONST, 8" CURB 6 GUTTER
101
-
L.F.
-
L•F•
-
L.F.
-
L.F.
458
L.F.
458
L.F.
---a SINGLE 5,800 HPS STREET LIGHT
EA.
/Z
EA.
/0
EA.
EA.
/O'
EA.
'f
EA.
RELOCATE STREET LIGHT
/
EA.
/
EA.
%Rl ET �
NO. 16 /-
EXISTING. STREET- LIGHT,
PROPOSED 5800 HPS STREET LIGHT
RlwA, Raw
1
nc•i
TYPICAL SECTION-- TILT
NOT TO SCALE
LOMAS COURT
STA. 1+97.86 TO CUL-DE-SAC
NOTE:
ALL CATCH =BASINS AND LOCAL DEPRESSIONS SHOWN ON THESE PLANTS
SHALL BE CONSTRUCTED AS PART OF THE STORM DRAIN PLANS.
NOTE: -
48
O E:48 HOURS PRIOR TO EXCAVATION, CALL
UNDERGROUND SERVICE ALERT (USA)
TOLL FREE 1-800-422-4133
LANDSCAPING
STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER
FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECT'S PLAN.
UTILITY NOTES:
WATER: CUCAMONGA COUNTY WATER DISTRICT
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
(714) 987-2591
SEWER: CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
QRpF E SS/ON
X40 �N G, Np <!,
LLJ No.26229 m
Exp. -3/31/90
CIVIL
T� OFALF����
C;
NO. REVISIONS
�• we.,
3'
h �
DRIVEWAY '
4.
•'• SIDEWALK
C.F.
PLAN
I "LIP 8'' CF
DRIVEWAY F..,
4.5` 2.5'
S/DEDt/ALk
DRIVEWAY DETAIL
NOT TO SCALE
TO BE CONSTRUCTED IN AREAS
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE•PLANS AND THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS
DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY.LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES.
4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
8. ALL BACKFILL TO -BE CERTIFIED BY SOILS ENGINEER.
9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF
90%.
11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET
CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF
FONTANA.
PAVING NOTE
ACTUAL THICKNESS OF BASE.MATERIAL TO BE DETERMINED BYjSOIL TEST AND
RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND
STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING;
I
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE THE CITY
-- -- ------__. - -
ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING -OR LEAVING
IMPROVEMENTS.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT•TO.REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN ;AFTER
COMPLETION OF ROUGH GRADING.
BENCH MARK FWE 1
USCGS STATION "PACEL" 1963.90'+
ELY. OF RAILROAD TRACTS AND 281+ SLY.
OF CL BASE LINE, 1.1 MI. ELY OF EAST
AVENUE, SAME AS CITY B.M. #364
ELEVATION 1301.54'
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE
MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE
CONTRACTOR IS REQUIRED TO TAKE.DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON REOORD OR NOT
SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SIIALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS. DURING THE COURSE OF
UAN: SOUTHERN CALIFORNIA GAS COMPANY WHERE CURB HAS AN 8" C.F. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
167,31_ VALLEY BLVD. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
FONTANA, CA 92335 -- - LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
AIR. LOU WESTFALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
TELEPHONE: PACIFIC TELEPHONE
9000 IIELLMAN AVENUE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
RANCHO CUCAMONGA, CA 91370
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR) LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE CITY,
Y
CITY OF' FON-,-TANA, CALIFORNIA,.
PUBLIC_'W0_,RKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
HORIZ.: I"= 40�
- DESIGNED B -„� ,
3170 RE AVENUE • COSTA MESA, CA 92626-3428 • (714) 641-8777 G E N E RAL N OTES, CONST, N 0 TES VERT.. I 4
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING =, , ,
CHECKED BY TRACT f4I66 ,--1; .-=2 =-3, AND r4 " DATE
PREPARED UNDER THE SUPERVISION OF: JCH
JOB N0. ; ., D ?. NO.SHY. NO. ,
Q� APPROVED
ENGR S. DATE CITY DATE OHN C. HOGAN R C ,3826 s- �� i of
APPR VA APPROVAL . E, 262 29 DAT E - INtER(M CIt Y .. ENGINEER R.C. E.:25.I26