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SEE SH T. 6 EXIST. EDISON TOWER
O REV.
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG You oic
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
„C" CONNECTOR STREET
(PRI VA TE STREET)
REVISION DESCRIPTION DATE ENGR. c17Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN 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
L CONFORMANCE W/TH CONDITIONS AND STANDARDS IN EFFECT.
S E God? b dIg la l I �f �Id3lll
�
N
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG, N089 59'31 "E
THE SOUTH LEG OF AN SCE TOWER
N
1
�
OF SAN SEVAINE RD., 2.65 MI WEST
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
90'01'J4 "
. . ........ ....... .........
fEi�- SCALE. = 30
Z
I
1 I I
MEDIAN DETAIL
SCALE 1 "=30'
LPROP, R/_W
CON, STRUC TION NO TES:
(D --CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (951cv COMPACTION) PER
SOILS REPORT RECOMMENDATION.
O2 - CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
Q -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003.
(5 -CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.
(D -CONSTRUCT 4 " THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN).
O7 -CONSTRUCT ACCESS RAMP PER CITI' STD. PLAN N0. 1006.
go --INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199-E4R-11-150-HPS-120-K16-PBC �
(H=14.5) @ SOUTHERN CALIFORNIA EDISON EASEMENTS. I�
10
INSTALL STREET LIGHT KING LUMINAIRE f K118E-EAR-11-100(MOG)-HPS-120- K14 -
PR -HSS -TSS -SCE (HEIGHT=14.5) �
12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 103 ("W" PER PLAN) O
1�ADJUS7 MANHOLE TO GRADE PER CITYSTD. PLAN N0. 109 Q�:
@-ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0. 130
&-CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1
@--CONSTRUCT BARRICADE PER CITY STD. PLAN N0. 118.
BENCH MARK. • # 8-17
BASIS OF BEARINGS. -
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG, N089 59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON TR. NO.
OF SAN SEVAINE RD., 2.65 MI WEST
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
90'01'J4 "
F1 Fva nnN. If 1428.609
47.14
I C 36637
EXP.��
1.6p -�r
JAI Z40J
4/f- 0 f
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'I If AL. LAA/T .A A/:A A / /Ll10All A ... lll�
CURVE
TABLE
STREET IMPROVEMENT PLAN
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C 1
90'01'J4 "
30.00
47.14
30.01
C2
89'5826"
30.00
47.11
29.99
C3
90001'J4"
30.00
47.14
30.01
C4
8905826"
30.00
47.11
29.99
C5
15@10'25 11
395.00
104.61
52.61
C6
15' 10'25"
375.00
99.31
49.95
C7
15010'25"
355.00
94.01
47.28
C8
15010'2 5"
355.00
94.01
47.28
C9
15010'25"
375.00
99.31
49.95
C 10
15010'25"
395.00
104.61
52.61
Cil
99"12'J9"
25.64
44.39
30.13
C12
90000'00"
25.00
39.27
25.00
C 13
8355'20" _
25.00
36.62
22.48
C 14
97044'40"
25.00
42.65
28.63
C15
075j'00"
805.00
12.41
6.20
C 16
005300"
795.00
12.26
6.13
C18
9'2831 "
800.00
132.30
66.30
C19
180000,00"
5.00
15.71
INFINITE
C20
180000'00 "
5.00
15.71
INFINITE
C21
902831 "
828.00
136.93
68.62
C22
180000'00 "
5.00
15.71
/NF/N/ TE
C23
180000'44 "
5.00
15.71
INFINITE
C24
J001,10"
795.00
41.90
20.95
C25
J601,10"
805.00
42.42
21.22
U
O
'I If AL. LAA/T .A A/:A A / /Ll10All A ... lll�
J:\126-2023\streets\ST08.dwa. 4/27/2005 3:57:27 -PM. Emie. Emie
Prepared Under The Supervision
STREET IMPROVEMENT PLAN
QRoF �o�,
L l wq F
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
�
N
DRAWN BY
" "CONNECTOR STREET
SCALE:
J-1 3 No. 36637 c
760-A SOUTH ROCHESTER AVENUE
dM
(PRI VA TE STREET)
AS SHOWN
Exp: 06-30-06
PHONE(909) 937-9CA 151
FROM PARKHOUSE DR.*
,
DESIGNED BY
DATE'
IPF-
_ 'f NORTH OF PARKHOUSE DR.
DEC. 2004
TF vi\-
pF AL\F
, ,, Date1471Z-71,05-7-CHECKED
BY:
APP O B :
DRAWING NO.
8
RCE 3663 EXP. 6- 0- 6
/ , J
4 r �
3797
11
CITY ENGIN R R. C. E. 51152 DATE
WENDELL L. IWA TSURU
J:\126-2023\streets\ST08.dwa. 4/27/2005 3:57:27 -PM. Emie. Emie