HomeMy WebLinkAbout3849-4GRAPHIC SCALE
40 0 20 40 80
40'
-ro5BASIS OF BEARINGS;
I LE -CAL DESCPJnON-
=12+83.36 WILLOW WOOD LANE �
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BEING A SUBDKSION OF A PORTION OF THE NORTHEAST 1/4 OF
SEC7nON, 3, TOWNSHIP I NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
COUNTY OF SAN BERN,114*90.
REV.
Centex Homes
1265 Corona Pointe Couri
Corona, CA 92879
Ph: (W) 279-3000
Fax. (951) 279-2100
5' , 5'
21'
5$ 6P21' 67
5y
93.22
FTC
94-90
TcT I -Tu-\
95.12
' Tc
CURB ic
e
92
2.65
93,63
[CURB &
V
92.03
Tc
91,97 92.89
Tc-
93.11
Tc
GUTTER
.65
\�9�292
-
T. STA. 11+37-02
+' 37.02
GUTTER
-2.
Ea
:_4 94.42
94.42
94.59
CURB &
0.98
9 8
FL
L
91.63
I L
FL
E CURB &
LIP LIP C.L. CS -"N" LIP
LIP
GUTTER
GUTTER,
L9
CB. -"AF
ST STA, 10+92.49
1. 4�7 91.46 c.
LIP LIP C.L. CB -"E"
92.338'
LIP
LOCAL DEPRESSON DETAIL
LIP
SCALE 1 10
CA- "Eff
LOCAL DEcWSSM DETM.
"=
CONSTRUCTION NOTES
SCALE 7 10
CONSTRUCT 24" RCP (D -LOAD PER PROFILE).
CONSTRUCT CONCRETE COLLAR PER APIA STD. PLAN 380-2.
U7
CONSTRUCT MANHOLE PER .AP 'A STD. DWG. NO. 321-1.
(�)
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER
APIA STD. PLAN 308-1.
91.10
91-32 ST. STA. 10+92.01 92-36
CONSTRUCT CATCH 13ASIN PER APA STD. PLAN 300-2.
CURB &
Lip C.L. C13 -"D" Lip
92.53
LIP CURB &
CONSTRUCT LOCAL DEPRESSION CASE A PER AFWA STD.
Ja
- H
PLAN 3131. =4.
GUTTER
90.92 FL 7
1�
963
GUTTER
4;
FLCONSTRUCT
3
LOCAL DEPRESSION CASE 8 PER AP 'A STD.
PLAN 313-1. H=4"'.
9 �16 671
=91. �78 F-
Tc
Tc
U2
REMOVE BULKHEAD AND JOIN PROPOSED STORM DRAIN.
TC
Tc
3`
5'
T 21:
6''
UNE/CUFNE DATA
-d-ELTA/BEARS NG
RADIUS
LEN./DIST.
TANGENT
BC
EC
A
N00*37'1 2"E
-
26.78
CBm-vDg
59"30309"
22.50'
23.37'
12.86'
16+29.00
16+52.37
LOCALDEPRESSM DETAIL
N60"07"21
20.41
-
-
-
SCALE I'- 10
D
N 4.4" 2 2'4 8 " E
23.57
L ELL
N59"44'23"E
33.41