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BENCHMARK:
SPSN # 00487, R.R. SPIKE IN P.P.
# 138839E AT THE INTERSECTION OF SIERRA
AVE. & RIVERSIDE AVE., 30 FT. EAST OF
SIERRA, 116 FT. NORTH OF RIVERSIDE ON
LINE & PARALLEL TO POWER LINE; 3 MILES
NORTH OF HIGHLAND AVE. ALONG SIERRA AVE.
ELEV. = 1969.3730
ui
LOT 5 LOT 6
CD
401
2 20' 1
PAD "D - � I � 0. 5' 0. It,
20'
0. 5'
LEVEL L I NE
6" CURB & GUTTER
PER CITY STD. NO. 1003
2 "
TYPICAL SECTION
PPIVATE DPIVE "All
SCALE: V=10/
PAD
2: 1
LOT 8
A A"s
, 4' 4 j
N L"? 6 1- i 1 7-11 1 J J C
SEE DETAIL i
SHEET i
LOT 7
be
C)
CD
c_j
2005
c_j
LOT 5
PPIVATE DPI VE "All
Ld
u) N.
LLJ
Ld N .
__j
__j
LLJ
CL
L= 30,60'
_11MI, 4_1
131
IM"k.44
N
—2. 6 B % c
CD
_444y Pw", 4,1_
PPTVATF nplVF "A"
LU 1 4
Eli. 401f
0 20 40 80 t20 160
SCALE: i"=40"
twizi 14
CONSTRUCT
I ON NOTES:
0
CONSTRUCT
CURB & GUTTER,
6" FACE
PER CITY
STD. NO.
1003
Q
CONSTRUCT
4" A.C.
PAVEMENT
CONSTRUCT
DRIVEWAY
@ STA 8+69. 90 LT
PER CITY
STD. NO.
102-131 W-15'
(D
CONSTRUCT
LOCAL DEPRESSION
@ STA 8+45.
88 LEFT
& R I GHT
PER APWA
STD. 313-t,
CASE D
CURB FACE
611 H=411
, DETAIL SHT 3
(D
CONSTRUCT
STANDARD
BARRICADE PER
CITY STD.
NO. 118,
L=20"
CONSTRUCT
STANDARD
BARRICADE PER
CITY STD.
NO. tl8l
L=36"
twizi 14