HomeMy WebLinkAboutWTR2703214.29CONTROL POINTS
POINT
NORTHING
FASTING
ELEVATION
lO
186378.2
1314151.2
456.3'
2O
186395.4
1314141.4
456.3'
3O
186421.3
1314109.3
456.1'
O4
186406.3
1314072.4
456.3'
O
186402.7
1314067.1
456.3'
Ofi
186370.9
1314048.0
456.3'
O7
186322.0
1314137.4
456.3'
8O
186324.3
1314155.8
457.0'
O9
186314.8
1314181.9
458.0'
10
186296.0
1314195.0
459.4'
11
186229.7
1314195.0
464.8
12
186227.E
1314215.0
464.8
13
186366.9
1314178.4
457.4'
14
186353.7
1314141.3
456.6'
15
186351.1
1314153.2
456.6'
16
186324.8
1314143.3
456.6'
1Q
186308.4
1314065.1
457.1'
18
186341.9
1314039.5
457.1'
19
186312.2
1314012.1
457.7'
QO
186284.3
1314044.7
457.7'
21
186285.E
1314041.0
457.7'
Q
186304.1
1314061.2
457.1'
Q
186318.2
1314162.2
457.40
�4
18631&9
1314170.6-
.-957.6'
1
�
1,86310.2
1314t85:8
186310J
1314189.5
-465.7'
Q
t86385:7
131069.3
_ 465.7'
t862033
131427M.3
465:6'
188368.8
1314239.5
485:8'
1863f)9:1
13143333
465.fi'
31
186383.3
1314215A
458.8`
32
186295.7
1314065.2
457.1
33
186298.5
1314106.4
457.1'
34
186309.5
1314136.7
457.2'
FENCE CORNER
N 186558.0
E 1314005.7
z
FKUM)LU NUNU
- OUTFALL PAD
PROPOSED CHAIN -LINK FENCE.
SECTION SE 03, TOWNSHIP 23, RANGE 05
16727
ICKAL
E 1314334.4 M.
SIGNED: 06129107
F
k X .. .- _,. S. - i r ';`: -.' .00"Noaft
_ POND FENCE rcuHu UKHINHI�t
SEEWFORC DETAILS 3� CATCH BASIN, SEE
DWG NO. C12 FOR
r f MDADACM Qnkin n\/CnCI nut ro dak, VE nCTAII C
I -- - CO NOT To SCALE
PROPOSED '� POND INLET
POND MAINTENANCE
� GATE CORNER: N 186434.0
R n 451 `. `t E 1314126.0 PROPOSED 6' DOUGLAS FIR
A
CCESS OAD
1t PROPOSED
TREE, 12' O.C., STAGGERED AS
nFrHI OPINATInN VAI II T
PROPOSED 12 PAVED
'�`' RINGWALL DETAILS. ,
RESERVOIR ACCESS ROAD, x PROPOSED 4.22 MG STEEL
SEE H FOR DETAILS g RESERVOIR
PROPOSED SEISMIC
C08f SOLATION VALVE VAULT
PROPOSED 10' WIDE ACCESS CORRIDOR
AND OPEN SPACE FOR FUTURE CELLULAR
EQUIPMENT, SEE G FOR DETAILS
C04
FENCE CORNER
N 186253.9
E 1313998.3
REVISED TO CONFORM
C STRU310 ECORDS
os/os/os
RFff ENGINEERING INC. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS
ADDENDUM /ISSUED FOR CONSTRUCTION
N0. REVISION
(2) 2"x2' HEMLOCK/FIR STAKE,
DRIVEN TO REFUSAL (24" MIN.).
TOP OF STAKE SHALL HAVE A
V-NOTCH SIZED TO FIT TRUNK
OF TREE. LEAN STAKES
AGAINST TREE IN DIRECTION
AGAINST PREVAILING WINDS
FINISHED
GRADE
P n' ACCESS Mai
CC+�NTROL PC+ INTS
POINT
NORTHING
FASTING
ELEV
35
186407.5
1314195.2
457.2
36
186433.E
1314186.1
456.3
3Q
186503.8
1314156.E
453.1
II, 38
186527.5
1314192.4
451.5
39
186560.1
1314209.0
448.8
40
186564.8
1314221.5
448.5
41
186561.1
1314231.2
449.2
42
186572.3
1314235.E
449.1
43
186575.7
1314226.7
448.2
44
186585.9
1314220.3
446.7
45
186595.4
1314219.0
446.0
46
186592.7
1314207.0
446.0
4Q
186582.7
1314207.1
447.1
48
186527.3
1314178.8
451.9
49
186504.5
1314155.2
454.0
50
186487.2
1314171.5
454.0
51
186433.7
1314171.1
456.3
52
186398.0
1314183.E
457.4
5Q
186387.1
1314192.5
457.7
54
186371.E
1314188.9
458.0
- r I=rvt.c wRIv�R 1 �.._
1 T N 186247.1 �� CONSTRUCTION ACCESS
..._ __. _ > ,. -. _ _. _..:,,ems.,... ,,. � li --
E 1314216.0
` ENTRANCE
_ r
E .1314T:
1
FENCE CORNER
;. . .. _ S T
� 2 N 186243.E
E 1314326.6
SIGNED: 06129107
♦ ML f
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r 400
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86.2900
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x r
r 461
462 463_ 464
6NE
--
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SCALE. SHOWN
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DRAWING IS NOT TO SCALE
+ >
FENCE CORNER � � _... _ _ 4 -�
_
f _ R�t�Ot� APPROX.- , 7$ LF ��
4 6 4
f 186209:4 46_
-OF E
,
IF BAP IS NOT 2 LONG
2
G
20
owc Na.
x x x--ac x x x x x x X
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rn
PROPOSED FEE aecEss -SCHOOL GATE are
--��--- FENCE. SEEFOR DETAILS. E 1314228:2
oY KJS 06/08/09 BTE MM 10/09/07 PROPOSEb SITE PLAN �
�MOVE�'A�PPROX��
BY REVIEW DATE
EF
1" = 20'
W-3Z 1411
I ENGINEER: CDW C07
REVIEWED: M LM
DATE: SEP 14, 2009 SHEET NO.
CLIENT: REN 11
JOB No.: 105-049 34
FILENAME: HAZEN-D-CIV07
314 17