HomeMy WebLinkAbout2987-9a
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11
LATERAL "C"
L.J L V
N78' 11'47"E— 16.62
22 11+
CL INT.=
I 10+00.00 LINE "B"
9 A=45'
X
45
PROPOSED WATER
12
WAY
1
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SAN SEVAINE
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STORM DRAIN
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35.27'
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36" RCP STUB t
PER CITY DWG.
NO. 2928
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ON
STORMEXISTING
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PER
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11
LATERAL "C"
L.J L V
N78' 11'47"E— 16.62
22 11+
CL INT.=
I 10+00.00 LINE "B"
9 A=45'
X
45
PROPOSED WATER
12
WAY
I—PROPOSED SEWER
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35.27'
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.CONSTRUCTION NOTES
INSTALL 36" RCP (1500—D)
INSTALL 24" RCP (1500—D)
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 (SEE SHEET 10)
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 (SEE SHEET 11)
REMOVE EXIST. 18" CMP AND CMP RISER
INSTALL 18" RCP (1350—D)
-POPE CONNECTRON TO EXIISTIING STORM DRAIN, CASE 1
IPEIR A.Pw>104V.A.. STD. PLAN 335-11 (SEE SHEET 11 OF 11)
PLANS PREPARED FOR
OInld Service AJWt SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF CENTERSTONE DEVELOPMENT COMPM
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
Cat TOLL FFi� DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Attn: HAL WOODS
REVISIONS TO THE PLANS TO BRING THEM INTO 3500—B WEST LAKE CENTER DRIVE
r CONFORMANCE WITH CONDITIONS AND STANDARDS
#227-26W IN EFFECT. SANTA ANA, CALIFORNIA 92704
(714) 437-0800
Two WORKING DAYS BEFME You DIG
i�
N
13
2
10+00.00 LINE"B"=
11+83.60—UNE "A" CL I
A=45
N4507'00"E 2O
1.28'
12+59.97 EC 10+09.89
8" WATER X—ING
LATERAL "A" rl �]
N29'53'00"W L V
30.17' 10+13.55
8" SEWER X—ING
i
W -A I =1 1111i7Jh
I—PROPOSED SEWER
m
LENGTH
M
A
F,Oz
4-054'1 4"
35.27'
M
1M i
s
.CONSTRUCTION NOTES
INSTALL 36" RCP (1500—D)
INSTALL 24" RCP (1500—D)
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 (SEE SHEET 10)
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 (SEE SHEET 11)
REMOVE EXIST. 18" CMP AND CMP RISER
INSTALL 18" RCP (1350—D)
-POPE CONNECTRON TO EXIISTIING STORM DRAIN, CASE 1
IPEIR A.Pw>104V.A.. STD. PLAN 335-11 (SEE SHEET 11 OF 11)
PLANS PREPARED FOR
OInld Service AJWt SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF CENTERSTONE DEVELOPMENT COMPM
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
Cat TOLL FFi� DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Attn: HAL WOODS
REVISIONS TO THE PLANS TO BRING THEM INTO 3500—B WEST LAKE CENTER DRIVE
r CONFORMANCE WITH CONDITIONS AND STANDARDS
#227-26W IN EFFECT. SANTA ANA, CALIFORNIA 92704
(714) 437-0800
Two WORKING DAYS BEFME You DIG
i�
N
13
2
10+00.00 LINE"B"=
11+83.60—UNE "A" CL I
A=45
N4507'00"E 2O
1.28'
12+59.97 EC 10+09.89
8" WATER X—ING
LATERAL "A" rl �]
N29'53'00"W L V
30.17' 10+13.55
8" SEWER X—ING
i
W -A I =1 1111i7Jh
I—PROPOSED SEWER
m
LENGTH
M
A
F,Oz
4-054'1 4"
35.27'
18.60'
B
45.00'
X
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d C
1
2 0
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11
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r
cn
It
o af
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(6--
R) N)
1M i
s
.CONSTRUCTION NOTES
INSTALL 36" RCP (1500—D)
INSTALL 24" RCP (1500—D)
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 (SEE SHEET 10)
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 (SEE SHEET 11)
REMOVE EXIST. 18" CMP AND CMP RISER
INSTALL 18" RCP (1350—D)
-POPE CONNECTRON TO EXIISTIING STORM DRAIN, CASE 1
IPEIR A.Pw>104V.A.. STD. PLAN 335-11 (SEE SHEET 11 OF 11)
PLANS PREPARED FOR
OInld Service AJWt SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF CENTERSTONE DEVELOPMENT COMPM
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
Cat TOLL FFi� DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE Attn: HAL WOODS
REVISIONS TO THE PLANS TO BRING THEM INTO 3500—B WEST LAKE CENTER DRIVE
r CONFORMANCE WITH CONDITIONS AND STANDARDS
#227-26W IN EFFECT. SANTA ANA, CALIFORNIA 92704
(714) 437-0800
Two WORKING DAYS BEFME You DIG
i�
N
13
2
10+00.00 LINE"B"=
11+83.60—UNE "A" CL I
A=45
N4507'00"E 2O
1.28'
12+59.97 EC 10+09.89
8" WATER X—ING
LATERAL "A" rl �]
N29'53'00"W L V
30.17' 10+13.55
8" SEWER X—ING
i
W -A I =1 1111i7Jh
MA
-ZIM : • ► F=Mj I
"fA ML 'm
0
RADIUS
0
LENGTH
C
A
F,Oz
4-054'1 4"
35.27'
18.60'
B
45.00'
X
.
d C
Ir
r°
a
LATERAL "B"
®
z tr
N44'53'00"W
-4
37.02'445
T
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MA
-ZIM : • ► F=Mj I
"fA ML 'm
0
RADIUS
0
LENGTH
C
A
F,Oz
4-054'1 4"
35.27'
18.60'
B
45.00'
X
.
d C
Ir
r°
a
LATERAL "B"
®
z tr
N44'53'00"W
-4
37.02'445
T
MA
-ZIM : • ► F=Mj I
"fA ML 'm
0
RADIUS
Q
LENGTH
TANGENT
A
45.00'
4-054'1 4"
35.27'
18.60'
B
45.00'
45'00'00"
35.34'
18.64
rn
0
rj
+
LINE "B"
N45'07'00"E
1.28 '
A(
E �
410
QRECORCU ENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
h ay be incorporated herein as a re su t
Z Oi�
D TE
REVISKM vineer city BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
SEVAINE RD., IN SOUTH CONCRETE BASE OF
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATK)N.0•
ALLARD ENGIN
RING
Civil Engineering - land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92:135
M(7&35%6-11815 Fax (909) 356-1795
Davis S. Hammet, ( wTires ) Date
10
LATERAL'"C"
GRAPHIC SCALE
20 40 80
(>xFEET )
1 imh = 40 &
11
PROFlLE
HORIZ: 1"= 40'
VERT: 1 "= 4'
Ess
CITY OF FONTANA, CALIFORNIA
Q�pF �N9
S ",qSTORM DRAIN IMPROVEMENT PLANS
z Drawn By: SAN SEVAINE ROAD Scale:
No. 43976 r�i JK/WF/JR �+T1 1 "= 40'
Exp, 6/30/05 A
* Designed By: STA. 23+W 00 TO e%-+27.00 fie:
Ip CIVIL
�� JR ST RAIN RALS. May, 2002
��+
FOS CALIV® Checked By: Approved: {` LZ • O L- Dwg. Na.
DH CITY ENGINEER R.C.E. 51152 2W I ��11
Filename: M:\DWG\17901\STREETS\TR15961\SANSEV—SHR9.dwg