HomeMy WebLinkAboutR-386905CHELAN CREEK PUD
A PORTION OF !E 1/4 W 1/4 lECTtON 10 TOwMN! 23 M. IIAMAh" S E.,
�LA�TTE PIAN, KMQ COINITY, �ASI�iOTON
AN � "I T KM GRAPHIC SCALE
LU • 04 OiT
30 0 16 30 10
�T • U1i00i174
Di Fm
1 inch = 30 fk
RIP RAP PAD 8'X7'X1'(LAVxD)
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------------
TAX
--------- TAX PARCEL #238520-0050 Z RIP RAP PAD tx7'x1(LxMND)
/ \ EX. 12 CONC.
PER DETAIL ON ON 86.- \ \ 1
I.E. = 423.00 - .�
TO REMAIN
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E X CB I / / I .� .� � 41 4 -
RIM = 428.95SEE WIT C7 F AW 4 / I�
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- 424 - ,4- 4,
` - - 16LFN12 ADS(N 12) , , -426- - - - - 32LFN12 ADS(N-12) • 0. _ - \ \ 426_ _ - I I 1
+ - • 0.50% -� _ , � IE -429.
EX SIDEW� U, 426 - - - - - - \ SPLIT RAIL FEN( i°� - �� 15' PUBLICS ORM EASEMERT
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; . - n I -432- �� - - X. 24'-
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9+00
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a
EXISTIN 16" WATER TRANSMISSION MAIN
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#102305-9305
STA. 16+96.91,35,05' LT
I.E.=433.90(15x)
INSTALL DENS BARRIER
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w w w w w w 15LF 15" AD N-12) • 22.27%
4+ .00, .T5 L - _
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14+00 15+00 - 16+00 106LF 18x ADS(N-12) • 1.55%
�17+00 EX SSMH#6
- _ I_ - N00 00 39 E + o-
FILTEMA 03_
STA. 14+53.38, 34.00'LT p, I AVEC SLE - - _ _ CPD TYPE 2-48" SIOEW4LK TRANS WN PER
RIM=433.13 ...... - _ _ - - _ N OTA 4 F -L M nn Oe We IT DET#& ON TM SHEET.
0
i(
420
A K
STA:10+00.00 TO STA:18+00.00
1" = 30' HORZ. 1" = 5' VERT.
a
z
f: M W
15LF 15' ADS(N-12) • 22.27%
r
440
E ISTING GRAD @
C NTERLINE DI H
9+00
9+60
10+20
10+80
11+40
12+00
12+60
13+20
13+80
14+40
15+00
15+60
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MATCH EXISTING EDGE
OF PAVEMENT
T��
16+20
ASPHALT CONCRETE PAVEMENT CUSS B
2` MN�MIINA COMPACTED DEPTH
CEMENT CONCRETE -�
CURB & GUTTER
CEMENT CONCRETE SIDEWALK
17+40
430
420
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PROP
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EXISTING GRAD
CENTERLINE ROAD
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0.50%
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EX. 16 D.I.
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/ TYPE2-48"
STA. 16+82.
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X434.64
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lt=429.
SEE DET
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r
STORIII
E=42&57
E=428.17
n)
24'E8�
IE=430.31 (i
S)
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12+03.14, 30.
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LOT#2 L O T
I.E.=419.3
3
I I
43057
IE=427.58
(4"W)
I
•24
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- -
---
A. = 9+99.27
S
I I
LOT#1
1. E. 418.8 I.E.=
19.09
I I =
07 (12xW)
SEE DET
ON SHEET C14
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RI
= 428.95
I.E.=418.62
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SIFNEX. 12" P
SEAR • 0.55
E
IE
- 424.54
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18&F# -EX. 12"
PVC SEVER
0.60%
EX
= 435.80
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EX S
#3
47LFNEX. 12" P SEVER 00.6
EX
2;10.75 LT
PR
OSED GRADE A
FLOWLINE
I
_
422.90 (12"
N)
STA. 13+52
STA.
IT
STA.
LT
RIM = 432.45
EXIS
NG GRADE AT C
NTERLINE
I
= 422.80 (12'
T)
10+07.64;13.
= 11+59.54;11.1
RSI =
429.63
RIM
430.71
IE = 420.64 (
2' IN)
IE -
IE =
419.51 12" IN
IE = 420.54
2' OU
IE =
18.43 (12" OUT
IE =
419.41 (12" OUT
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ASPHALT CONCRETE PAVEMENT CUSS B
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CURB & GUTTER
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17+40
430
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CALL 48 HOURS
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DIAL 8 11
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42 41
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