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LEGBD
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BE RELOCATED (BY OTHERS)
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EXISTING EDISON VAULT
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000
0 20 40 80
LINE & CURVE TABLE
BEARING
LENGTH
DELTA
RADIUS
TANGENT
EXISTING 21" SEWE ,
A
N60000'02V
9.40'
OF BEARINW-
PER CITY DWG NO.
B
AND PEDESTRIAN ACCESS
11,78'
JU00,00"
22.50'
6.03
SEE SHEET 3 OF
C
N5905955"E
21.70'
INSTALL 36" RCP (D—LOAD PER PROFILE)
1 EXISTING 36" STORM DRAIN
2
EXISTI 36n RCP
-PER CITY D O. 3017
SEE SHEET 6 OF 11
0
INSTALL 24" RCP (D—LOAD PER PROFILE)
70.40'
89638'13"
45.00,
44.72'
SEPER CITY DWG NO
E SHEET 4 OF
CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1
E
NQ0v21'44'vE
90.96'
F
23.59'
61YO3,55"
22.50'
13.01'
9+
4 1
G
N6cr2539"E
4.82'
10
EXISTING WATER TO BE RELOCATED BY S.G.V.W.C.
`\
11
REMOVE EXIS77NG 30' C
R..P.
H
12
23.29'
29039'06'0
45.00'
11.91,
ABANDONED
EXISTING 24' RCP
J
N3V21'451
' 7.60
14
REMOVE AND REPLACE EXISTING SIDEWALK
PER CITY DWG NO. 3721 —
KI
11.78'
15"00"07
45.00'
5.93'
SEE SHEET 2 OF 2
L
N30°2539"E
15.72;
m
11.78'
30"00'00"
22.50'
6.03'
N
N89"55'150W
250.00p
0
N60'2539"E
64.95
8+83.36 811
P
N89"55'15"W
269-15
SWR
X—ING
Q
N6002539"E
27.96
R
30.14'
19" 11' 1 7"
90.00'
15.21
S
89055' 15
37.16'
EXISTING 30" RCP
PER CITY DWG O. 3
21
LEGEMD:
SEE SHEET 2 OF 2
F,,ZZCL
.Zlj
INDICATES REMOVE & REPLACE EXISTING A.C. PAVEMENT
INTERSECTION
MM- "' —
A
- ol 1
!A1+3 00
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EXISTING
48" RCP OR
DRAIN 01=36'"s 02=36"
PER CITY DWG. O. 3448
1305.65, R=1305.67
SHEET 4
OF 8
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BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00*21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
CA 91730
TEL (909) 291-7600
FAX (909) 291-7630
David S. I
(E)
4
21
EXISTING EDISON VAULT
�ASP�
000
0 20 40 80
if
(N RET)
7+37.1513ASIS
LAS I ING R/W
OF BEARINW-
DRAIN
AND PEDESTRIAN ACCESS
EASEMENT
WTR X—INTQ2)
EXISTING 6m
_C0%7RXTM NOTES
ELECRIC LINES
l' w, "0m Nomm
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00*21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
CA 91730
TEL (909) 291-7600
FAX (909) 291-7630
David S. I
(E)
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Rename:M:\dwg\15928\n-NAL DESIGN\STORM DRAlN\0NS1TE\LSD02.dwg
EXISTING EDISON VAULT
40
0 20 40 80
if
(N RET)
Fr.
35' WIDE SEWER, STORM
DRAIN
AND PEDESTRIAN ACCESS
EASEMENT
EXISTING 6m
_C0%7RXTM NOTES
ELECRIC LINES
23
I
INSTALL 36" RCP (D—LOAD PER PROFILE)
1 EXISTING 36" STORM DRAIN
2
INSTALL 30" CP (D—LOAD PER PROFILE)
-PER CITY D O. 3017
SEE SHEET 6 OF 11
3
INSTALL 24" RCP (D—LOAD PER PROFILE)
4
REMOVE & REPLACE EXIS17NG ACPAVEMENT PER C17Y DWG O. 131
PROPOSED RIW
CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1
---------
5
CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1
CONSTRUCT JUNCTION STRUCTURE PER .P. .A. STD PLAN 340-1
CONSTRUCT CONCRETE COLLAR PER A.P.WA STD PLAN 380-2
CTV
. CAB
EXLE LINE
9
CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET I
10
EXISTING WATER TO BE RELOCATED BY S.G.V.W.C.
`\
11
REMOVE EXIS77NG 30' C
R..P.
12
REMOVE EXISTING 46" R.C.P.
13
REMOVE AND REPLACE EXISTING CURB & CUTTER
14
REMOVE AND REPLACE EXISTING SIDEWALK
15
EXIS77NG ELECTRIC TO BE RELOCATED BY OTHERS
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Rename:M:\dwg\15928\n-NAL DESIGN\STORM DRAlN\0NS1TE\LSD02.dwg