HomeMy WebLinkAbout2747-5GRANITE PEAK AVENUE
GLACIER PEALS WAY
SEE RIGHT
LM
505.23 FL
05 $$.l_TSQ
505.31 f'L
T
GRANITE PEALS AVE.
V
DIEN...TAlBE-,AElING RADIUS LEN./DIST.
T1��'OIEPdIT
`OA
_ 2.3" 15'52" _ 5/ .00_ 25.13
12 .77Y
CONSTRUCTION NOTES=
25.00
140 �' 31 '14 " 58 . 0 0 14 2, 2 6
.1.61 Ea 7
a1
CONSTRUCT 4' AG PAVEMENT CMIN) OVER 4' COMPACTED
NATIVE MATERIAL
CSEE GENERAL NOTES 27 + 28).
4a
CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO.
101.
O
CONSTRUCT DISCHARGE STRUCTURE CMODII:IED) PER CITY
5TD. NO. 124.
aq
CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A.
a 10
T G.
CONSTRUCT 4' CONCRETE SIDEWALK PER CITY 5TD. DW
CONST R R
105A W=PE PLAN
N O. R
13
INSTALL STREET LIGHT C50E #7) 5,800 LUMEN.
DATA
A
14
CONSTRUCT LOCAL DEPRES51ON PER CITY 5TD. DWG. NO.
121, WIDTH PER PLAN.
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
15
ADJUST MANHOLE OR VALVE COVER TO GRADE.
PUNS PREPARED FOR:
90°
00'
0011
45.00
70.69
45.00
21
CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102, W=PER PLAN.
25015'5211
57.00
25.13
12.77
KAUFMAN & BROAD
Q
140-31'44"
58.00
142.26
161.67
ATTN: MR. TIM JONES
801 CORPORATE CENTER DR.
90000'0011
25.00
39.27
25.00
SUITE 201
POMONA, CA. 91768-2641
I
PHONE: (909) 802-1100
LM
505.23 FL
05 $$.l_TSQ
505.31 f'L
T
GRANITE PEALS AVE.
V
DIEN...TAlBE-,AElING RADIUS LEN./DIST.
T1��'OIEPdIT
`OA
_ 2.3" 15'52" _ 5/ .00_ 25.13
12 .77Y
901, Q0 m 0011 25.00 39.27
25.00
140 �' 31 '14 " 58 . 0 0 14 2, 2 6
.1.61 Ea 7
ri
H
AVE.
P .
DRAWING"
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RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
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