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INSTAL LF 30" RCP
L 177.34
-4-
1500-D INSTALL 62.63 L F
CONTRACTOR TO VERIFY
" �O RC LOCAT�� PRIOR TO
30" RCP WITH
Y I PROFILE
------ BEGINNING CONSTRUqTION __4
PRIOR TO
I BACIK-FILL-+
Y
LINE "A" HDRIZ 1'= 40'
_,__ llll.� -,-- —1 --4,-, A
E i - ---------- [__jl__ - I - _f_ -4L -
_.J_,_,,`_-f3tGINNlNG CONSTRLCTION 15 0-0--,-. 1 - —,. I_ __L_ — -
TO VERIFY
14 CONTRACTOR
VERT 1'= 4
10+00 11+00 12+00 13+00 PLAN 1"= 40 13+00 14+00 15+00 16+00 1+00 2+00
EX. 42" RCP PER DWG NO.
2721 SHT. 2 OF 4
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AZ
1.1Q, 7
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TOLL FREE -qmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
EXCAVATED
BANK
1/5 DIA.
FiF�;RO ORAWIN(I'S HAVE. 8f�,FN
PAM! g,� "'WE f`�A'SiS OF INFORMATIC 'C
)N (, , % �,! I 1 1.
FURNOSm�_ �� FY OT-iERS THE EN0iNPFR
RESPON,S411, E FOR ANY ERRORS OR OMISSQ�,jP
HAVE BEEN fNCC',AP0RATED INTO THE DOCVMF-t,�`
A RESLJL7 THVRF
-OF.
REVISION DESCRIPTION
SCALE IN FEET
40 80 120 1
BACKFILL WITH 1.5
TO 2 SACK SLURRY
......... .....
........................... FROM TOP OF
BEDDING TO 3" MIN.
J
R p OVER TOP OF PIPE
....(30" C
..... SD ....
TOP OF
1141 BEDDING
BEDDING TO
BE SAND
SLURRY BACKFILL DETAIL
NTS
EX. 24" RCP PER
DWG. NO. 2678
SHT 7 OF 7
INIVE
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LXNE
00
+
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REMOVE 6 04
cy)
CONFLICTING 0 +0
EX. RCP + U) z
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43
46
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0� Coo N
m
0 F_� _j
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A 14-0 1 L_ — — — n -b T A
(_�UC LINE B-1
N8�*48'03"W 15
DATE ENGR. CITY DATE 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
�,(jy STANDARDS IN EFFECT.
PROP. 8" SEWER
LU
0
+
co Uj
CD
1_1
+
LO --c 0
; V) A
0
co I
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af 58
BENCH MAW: No. 615 OF BEMNM-
RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89*30'06'E ALONG
OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.lN.,R,5W
AVE., IN POWER POLE NO, 9011E B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE.. HE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 LAN,
0
CIO
F::�
CONSTRUCTION
LJ
99.84'
3:
bi
V)
00 Of 0
m
20' SD EASEME IT
V8-
0
�o .
X
Ld (D
[�,
B
m
TANGENT
r�,
+
�2 o a)
_j Ld
Ld
18.08'
LINE B (0
B
0
22'
22'
+0
+
(C)
79"
N 48*11'57" E
14.24'
BACKFILL
-l16
DATE ENGR. CITY DATE 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
�,(jy STANDARDS IN EFFECT.
PROP. 8" SEWER
LU
0
+
co Uj
CD
1_1
+
LO --c 0
; V) A
0
co I
o- C�
af 58
BENCH MAW: No. 615 OF BEMNM-
RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89*30'06'E ALONG
OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.lN.,R,5W
AVE., IN POWER POLE NO, 9011E B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE.. HE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 LAN,
0
CIO
F::�
CONSTRUCTION
NOTES
DATA TABLE
1
&_
CURVE
RADIUS
DELTA/BEARING
LENGTH
TANGENT
(A)
INSTALL 30"
N 50*34'16" W
18.08'
PROFILE.
B
22.50'
36' 13'47"
14.23'
7.36'
(C)
N 48*11'57" E
14.24'
BACKFILL
(D)
22.50'
61*52'49"
24.30'
13.49'
PER APWA STD 331-2.
N 41*28'45" E
23.01'
WATER CROSSING (BY FWC FORCES).
(0
90.00'
16*56'12"
26.60'
13.40'
N 24*32'33" E
12.83'
DATE ENGR. CITY DATE 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
�,(jy STANDARDS IN EFFECT.
PROP. 8" SEWER
LU
0
+
co Uj
CD
1_1
+
LO --c 0
; V) A
0
co I
o- C�
af 58
BENCH MAW: No. 615 OF BEMNM-
RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89*30'06'E ALONG
OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.lN.,R,5W
AVE., IN POWER POLE NO, 9011E B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE.. HE BASIS OF BEARINGS FOR THIS
ELEVATK)N: 1467.59 LAN,
0
CIO
F::�
CONSTRUCTION
NOTES
1
&_
NSTALL 24"
RCP - D
LOAD PER
PROFILE.
2
D��-
INSTALL 30"
RCP - D
LOAD PER
PROFILE.
3
INSTALL 30"
RCP - D
LOAD PER
PROFILE
WITH SLURRY
BACKFILL
PER DETAIL HEREON
4
CONSTRUCT JUNCTION
STRUCTURE
PER APWA STD 331-2.
RELOCATE CONFLICTING
WATER CROSSING (BY FWC FORCES).
(0
E-Zr,, Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
IF PREPARED IN THE OFFICE OF STORM DRAIN IMPROVEMENT PLANS
MADOLE AND ASSOCIATES, INC.
DRAWN BY: SCALE:
Z < No. 62183 0 10601 CHURCH STREET, STE. 107 ATS/JKD/MJG 1 "=40'
y X RANCHO CUCAMONGA, CA 91730 SIERRA LAKES - TRACT 16097
Expl 9-30 PHONE (909) 948-1311 DESIGNED BY- DATE:
ATS/MJG SD LINES
kP 19 CIV 2-- Ls- -c, 1, 4 z�Wll & 111311 FEB.2002
C Date : CHECKED BY: A 3 DRAWING NO.: 2
RCE 62183 EXP. 9-30-05 11ZE7 ATS e2l 2982
1 CITY ENGINEER R.C.E. 51152 DATE 2