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#4 0 12- O.C. HOR.
0 z & VERT. BARS 4
A
BACKFILL WITH 1.5
6"
AWEM AVENUE CL 3'X1
70.67 0
EX. SEWER OPENING
z o6 0 INV 6
00 70.20 INV
EXCAVATED
� .... . N 0*02'39" W 0
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04 1 T 0 OD - - -------
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.... 48+89.41 ALMERIA VENU
..... .... EX. STREET LIGHT L OPENING
6" RC - z 0+00.00 JACKSON DRIVE 68.70
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26 Uj m -7
1/5 DIA. LINE -B
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#4 0 12
EACH WAY
BEDDING TO 04 PLA 1.5'
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BE SAND
SLURRY BACKFILL DETAI
NTS
CREST OF
MOUNTED
ROCK 12'%
00
ROCK TO BE
EMBEDDED 4 DEPTH
INTO CONCRETE OR -
GUNITE BASE
#4 0 12- O.C. -
EACH WAY
CREST OF
MOUNTED
ROCK
RIP RAP T(
BE 6"-12"
SIZE RANG[
69 1.5:1 SLOPE
AT SIDE OF
r 12" DETENTION
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IER OF RIP RAP
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RIP RAP OUTLET STRUCTUR
NTS
0+93.67 CL I�
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1+04.67 CL CB#1 /
2 74.67 TC\73.84 FL
W=26', V=4.59'
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE 13ASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INICORPORA7ED KrO THE DOCL*AENTS AS
A RESULT D*TIECIF
REV. REVISION DESCRIPTION
e e__j
A.A.A.A.A.A ----------- ~AAAAAAAAAAAAAA~ . RECM
DIAL TWO WORKING 4 FINAL SUBMITTAL
BEFORE DAYS BEFORE
YOU DIG YOU DIG 3 3RD SUBMITTAL
TOLL FREE -800-227-2600 2 2ND SUBMITTAL
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1 ST SUBMITTAL
DATE I D4GR. I CITY I DAM
113010�z
2/25
1/28
12/4
9/12
M -e
0
18,
NE -A
I
CUT OFF WALL
PROFIL
LO
13 TIE BARS
CN #3 BAR 0 5- O.C. 12" O.C. MAX.
12- 4 -q A
4 A
Ln LO 6" in
A
4,
4" 4:'
A
40 (01 4' .0
.10+93.67 CL MH SIDE-BY-SIDE PARKWAY DRAIN@)
74.44 TC/70.12 INV SECTION
1+04.67 CL CB #2 2
74.48 TC\73.65 FL tq r #3 X 4-1 0" #3 TI E BARS
9 & c*4
W=26 V=4.32' 9" O.C. 12" C.C. MAX
PL,.,
CN
t
to
30" t
30" PARKWAY DRAIN DULL@
1 N=29
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: 360
CITY OF FONTANA BENCH MARK.
NAIL IN POLE #1536704E AT
SOUTH WEST CORNER OF LIME
AVENUE AND BASELINE ROAD
ELEVATICN: 1376.09
INLET BOX DETAILS@
1 "=29
7
BASIS OF BEARINM-
THE BASIS OF BEARINGS FOR THIS
MAP IS NO'02'39"W. BEING THE
CENTERLINE OF ALMERIA AVENUE AS
SHOWN ON PARCEL MAP 3218.
P.M.B. 29/15 WAS USED.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Date
OCE 621 192V EXP. 9-30-05
STORM DRAIN CONSTRUCTION NOTES
SCALE IN FEET
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY- MJG TRACT NO. 11W6 SCALE: 1"=20'
DESIGNED BY. Ll E "Aw DATE:
YI� , - - --) FEB, 2002
CHECKED BY(�& BY. 7Z 2.7L DRAWING NO.:
RG MJG C�rz_ 3080 /6
OTY ENGINEER R.C.E. 51152 DATE
J.\692-1430\s#eetsZTREET06.dwg, 0225MM 03-43:M PM, mjg
INSTALL 36-
RCP (D
PER PROFILE) WITH SLURRY BACKFILL
INSTALL 42-
RCP (D
PER PROFILE)
CONSTRUCT
RIP RAP
OUTLET STRUCTURE PER DETAIL ON SHEET 6
CONSTRUCT
INLET BOX PER DETAIL HEREON
CONSTRUCT
MODIFIED
PARKWAY DRAIN PER APWA STD. 151 -1
(W=30-. S=0.005)
CONSTRUCT
TWO SIDE
BY SIDE MODIFIED PARKWAY DRAINS PER
APWA 151-1 OUTLET
OPENING=5". W=204' EA.
INSTALL 12"
PVC SDR
35
SCALE IN FEET
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY- MJG TRACT NO. 11W6 SCALE: 1"=20'
DESIGNED BY. Ll E "Aw DATE:
YI� , - - --) FEB, 2002
CHECKED BY(�& BY. 7Z 2.7L DRAWING NO.:
RG MJG C�rz_ 3080 /6
OTY ENGINEER R.C.E. 51152 DATE
J.\692-1430\s#eetsZTREET06.dwg, 0225MM 03-43:M PM, mjg