HomeMy WebLinkAbout3754-3CURVE TABLE
BASIS OF BEARINGS.
I
BRASS CAP IN CONCRE7E BASE OF
THE BRG. N089*59'31"E
THE SOUTV LEG OF AN SCE TOWER
A LONG THE CL SUMMIT A �E
J43' NORTH OF HIGHLAND, 0.2 A41 WEST
AS SHOWN ON 7R. NO.
OF SAN SEVAINE RD., 2.65 M/ WEST
try27-1,29617-11.
00,00 i
00,00"
i it
t ti
8,9'44'41
25.00
90,1g,19"
25.00
76-4241f�----
)0,00"
i it
twit
jjj
9249'06"
m M it
viii
14,5250"
§ ESCA tC.-
I " -=-40'
SAN MARINO, WAY
INV
11 offs-v"I F
SCALE IN FEET
40 80 120 160
I
oht4f,
sic
r 11-Y5 0 eel
CA TCH BASIN "K-4 "
LOCAL DEPRESSION (CASE B)
CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES JI & 32).
Q— CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO, 100J.
CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED V`--8')
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
(37 — CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. IOJ.
"W" PER PLAN.
CONSTRUCT LOCAL DEPRESSION PER A.P.WA. STD. PLAN 313-1 AND DETAIL
ON SHEET 10.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & lJO.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. I39.
11 INSTALL STREET LIGHT, KING LUMINAIRE // KI 18E—EAR— I 1— 100 (MOG)—HPS— 120—
K14—PR—HSS-7SS—SCE (HEIGHT=14.5}
BENCH MARK: 8-17 �j
BASIS OF BEARINGS.
I
BRASS CAP IN CONCRE7E BASE OF
THE BRG. N089*59'31"E
THE SOUTV LEG OF AN SCE TOWER
A LONG THE CL SUMMIT A �E
J43' NORTH OF HIGHLAND, 0.2 A41 WEST
AS SHOWN ON 7R. NO.
OF SAN SEVAINE RD., 2.65 M/ WEST
try27-1,29617-11.
ELEVA RON. if 1428.609
DESIGNED BY- 1 DA E.
SEPT 2004
CHECKED B Y- ARP VED
eel
CITY ENGINEER R. C. E. 51152 DATE
J:\126-2004\streets\st03.dwa. 5/19/2005 12:33:01 PM. Gerrv. Gerry