HomeMy WebLinkAbout3917-2SCALE: HOR. 1 "= 20'
VERT, 1 "= 2`
4+00
20
10
E X I -T4G1
YWOOD A
W
PARKWAY DRAIN TABLE
Q
SIZE
LENGTH
BEARING
1
4'
13.19'
N09'34'23 "E
2
4'
13.19'
N09'34'23 "E
3
4"
13.19'
N09'3423 "E
GRAPHIC SCALE
tom)
1 Inch = 20 ft.
5+00
- - - - --- — — — — — — —
'�.� T
-�.rr rrrr-r-J
EX. PA VEMEN T
TYPICAL SECTION
NTS T1=10.5
STA 4+73.46 TO STA 5+59.66
REV.
REVISION DESCRIPTION
40 --
6+00
2.61X
38TO
!%
2.61%
4 38go
1.32q
TO
4.92X
- - ----t
L
EX. PAVEMENT
TYPICAL SECTION
NTS -n=10.5
STA 5+59.66 TO STA 9+02.25
DATE I ENGR. I CITY I DAIS
i+00
8+00
9+00
AP N* 0190-041-05
-- .- --
,N____,
•
4757 SF L
80 -SF UTILITY RrLOCATION COTES._
)�'-TH 'BO V'r1 EDISON?OLES VAULTS VNT dc-APPURfiAN ES` TO
` �. _.__a__�_, 4f�5 LF TREE REMOVED 2 EACH a
J--- A BE_,)?Ef4NE61,,E1S QC TEP PER uEjO6 REQYf,I Ef�TS.
D' -4831 SF RELOCATE SIGN 2 EACH
O TELEPHONE JUNCTION BOXES & APPURTANCES TO BE
EO 515 SF RELOCATE P.B. 1 EACH REMOVED/RELOCATED PER TELEPHONE COMPANY
CURVE TABLE REQUIREMENTS.
FU 45 LF RELOCATE SIC 405 LF
DELTA RADIUS F LENGTH ANC -C -N O EXISTING WATER METERS & WATER SERVICES TO
1 900031,16" 9.00' ', 4.15' 9.01' HU 31 LF REMOVE EX. BE REMOVED BY CONTRACTOR.
2 89`56'26" 25.00' 39.24' 24.97' PAVEMENT 1098 SF 4 ALL TRAFFIC DEVICES TO BE RELOCATED IN
3 90`03'25" 25.00' 39.29' 25.02' O 1 EACH
TRAFFIC CONTROL L.S. ACCORDANCE WITH CALTRANS STAN OARD PLANS
J 1 EACH AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO,
EXCAVATION 235 CY PULL BOXES, POSTS, DUCTS AND WIRING.
SHOULD CONSTRUCTION •. - THE
. -E- - _r1.., .
IMPROVEMENTS O COMMENCE WITHIN TWO YEARSER
THE DATE OF APPROVAL SHOWN HEREON AND CARFPdE
FORTH IN A DILIGENT MANNER THE CITY ENGINEER MA I
RECKJIRE REVISIONS TO THE PLANS TO BFING THEM INT,
CONFORMANCE WITH STANDARDS IN w FECT.
�. �ESS,Ot,.�
No. 37445
Exp. 06-30-06
CIV 1\- 4�\�
0 CP►L�F��
DRCILDevelopment Resource Consultants, Inc.
Civil Engineering . Land Surveying . Land Planning
25115 AVENUE STANFORD, SUITE B-118
VALENCIA, CA 91355 (661) 294-3994
DATE: 8/l/drJ00-
WARNER �06N R.C.E. N0. 37445 R.C.E. EXP. 06/30/06
7+00
CONSTRUCTION NOTES:
�A SAWCUT PERPENDICULAR AND/OR PARALLEL TO
CENTERLINE. SAWCUTS SHALL NOT BE LESS THAN 2'
FROM EXISTING EDGE OF PAVEMENT. REMOVE EXISTING
IMPROVEMENTS IN AREAS OF PROPOSED NEW
CONSTRUCTION.
UB CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN..9524
COMPACTED NATIVE MATERIAL PER CITY STD 1001.
�C CONSTRUCT CURB AND GUTTER TYPE A2-200 PER
CALTRANS STD PLAN A87, SEE SHEET 3.
a CONSTRUCT 12.5' SIDEWALK PER CITY OF FONTANA STD
1015.
(E CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
FONTANA STD 1005-A.
CIF CONSTRUCT PARKWAY DRAIN (S=PER PLAN) TYPE 1 PER
APWA STD 151-1, SEE SHEET 3.
�H CONSTRUCT 8" EXTRA STRENGTH VCP SEWER PER CITY
FONTANA STD.
�I CORE DRILL EXISTING M.H. AND RECONSTRUCT M.H.
CHANNEL PER DETAIL "8 ; SEE SHEET 3.
O ADJUST M.N. TO FINISHED GRADE PER APWA STD 205-1
SEE SHEET 3.
�K SAWCUT REMOVE & REPLACE AC/AB. BACKFILL TRENCH
PER CITY OF FONTANA STD 131.
�L GRIND 0.10' MIN, TACKCOAT & CAP PAVEMENT WITH
VARIABLE THICKNESS A. C (0.10 MIN) PER DETAIL A ,
SEE SHEET 3.
�M PROPOSED FIRE HYDRANT PER WATER DISTRICT STD.
O CONSTRUCT SEWER CLEANOUT PER CITY OF FONTANA
STD 128.
QD UNE OF SIGHT AND LIMITED USE AREA PER CITY OF
FONTANA STD. 140. (60 MPH & 580)
�P CONSTRUCT STREET LIGHT PER CITY OF FONTANA
STD 1016.
CITY OIC FONTANA, CALIFORNIA
STREET AND SEWER IMPROVEMENT PLAN
ow►wH BY: SUP
N FON'TANA CARDENAS r m m
DE5GNE0 er FOOl1�L.L. BLVD. EAST OF C�TRU8 AVE. DAM
WY 07-12-05
a+EaM BY: er: owv. Na:
WY 3917
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