HomeMy WebLinkAbout4897-102'
CURB OPENING
4" THICK CONCRETE ° ° I ----- -d
(SEE CONCRETE NOTES BELOW RIGHT)
a.
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,
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A
EJ (114"' EXPANSION FL
JOINT) � 7
4" THICK
CONCRETE
(SEE CONCRETE
NOTES BELOW)
F
ENGR.
W = PER PLAN
nF"TA ii
SCALE: 1 "=1 '
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d. ° e ..
eQ
d
e
N
1711
V
6" CURB AND GUTTER
-EJ (1/4" EXPANSION
JOINT)
4"-8" ROCK RIP—RAP
FLUSH WITH FLOW—LINE
0. 507.
n1 -TA ii 1 n— A 1
CURB OPENING DETAIL - SECTION A -A
RECTANGULAR PIPE
f4' WIDE SIDEWALK I
THICKNESS VARIES
F< T1 �T\
e�
1.375'
SCALE: 1 "=1 '
TYPE "L" ADAPTER W/ MODIFIED OUTLET.
SEE CITY OF FONTANA STD. PLAN NO. 3001
L/\/ / I/ V%�J/lJ/ V VVI/ V //
DETAIL 1 0-,
NOTES:
1. RELATIVE COMPACTION REQUIREMENT FOR TOP 12" OF SUBGRADE IS 95%. WHEN CLASS 11 BASE
IS USED UNDER CURB AND GUTTER.
2. NO FORMS SHALL BE PLACED UNTIL THE RELATIVE COMPACTION HAS BEEN TESTED AND APPROVED,
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
J. ALL FORMWORK SHALL BE INSPECTED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE.
4. THE CONTRACTOR SHALL USE 520—C-2500 CONCRETE UNLESS OTHERWISE APPROVED.
5. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROVIDE BROOM
FINISH AND APPLY CURING COMPOUND.
6. THE CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM ALL TRAFFIC AND CONSTRUCTION
EQUIPMENT FOR AT LEAST SEVEN DAYS UNLESSS OTHERWISE APPROVED BY THE CITY ENGINEER.
4"-8" ROCK RIP -RAP
FLUSH WITH FLOW -LINE
2-4" DIA. PVC PIPE f15' I BOTTOM OF BIO -RETENTION
TOP OF BIO -RETENTION
\\/\\%
\\--PIPE SS E E DETAIL ADAPTER
R HEE INVERT
11 R 0 N
DETAIL 1 0-E
MODIFIED TYPE " L" ADAPTER
SCALE: 1 "=1 '
SCALE: 1 ""=1'
CURB OPENING W/ RECTANGULAR PIPE PER
CITY OF FONTANA STD. PLAN N0. 3001
DETAIL 1 0-C
CURB OPENING DETAIL WZ CURB HEIGHT TRANSITION
SCALE: 1"=1'
1.32'
6"
4" 4"
DETAIL 1 0-D
MODIFIED TYPE "L" ADAPTER OUTLET DETAIL
SCALE: 1 "=1 '
"FOR OFF-SITE WATER QUALITY BA4P"S ONLY"
CITRUS HEIGHTS NORTH SPECIFIC PLAN
BENCH
CAL TRA SABENCHMARK #8 17. A RKi 18-17
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST
OF SAN SEVAINE RD., 2,65 MI VEST
OF SIERRA
IE IDNAVE, 1428.609
0 mix
PD
—
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERTT
REQ
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCT/ON OF THE REQU/RED
IMPROVEMENTS NOT COMMENCE WITH/N TWO YEARS
OF THE DATE OF APPROVAL SHO M V HEREON AND
CARR/ED FORTH /NAD/L/GENT MANNER, THE C/T Y
ENG/NEER MAY REQUIRE REVS/ONS TO THE PLANS
TO BR/NG THEM INTO CONFORMANCE W/TH
CONDITIONS AND STANDARDS RDS /N EFFECT.
QR�EN
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3 No. 36637 c �i
Expt 06-30-12
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Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA CA 91730
PHONE 9) 481-6322
s/J
✓ �;
RCE s 3 EXP. s— o— 2
WENDELL L. IWATSURU
C/ T Y OF FONTANA, CAL /FO RNIA
S TREE T PA RIC WA Y /MPRO VEMEN T
DRAWN BY
Ty
TRA C T 16873, 16874, 16875
WQMP DETAILS
SCALE
As SHOWN
BASIS OF BEARINGS
THE BRG. N089'59'31'E
ALONG THE CL SUMMIT AVE
AS SHL 1VN ON TR. NO.
16427 1, M.B. 296/7-11.
DESIGNED BY
Ty
DATE:
JAN., 2011
CHECKED BY
MB
�'P D--�'
• `l
DRAWING NO.:
4897
10
11
CITY ENGINE R.C.E. 51152'DATE