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8 PORTION OF THE SE 19, 000
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SEE DETAIL SHEET 19 Z � i
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STA 28 +45.
Q� 6 (25 �
4 CONNECT TO EX. 8 WATER
1 -8" COUPLING PROVIDE CATHODIC
SEE CONNECTION "BEFORE
0 � AND AFTER" DETAILSHEET 17 PROTECTION ON ALL SEE SHEET 13 d
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W ,,,� ` `. W NEW WATER MAIN
m CL a = W W w EXISTING 8" pip IN S. 21ST ST. m �,
~ SSMH # 1 W--- - - _______ w 3% m �o
W STA 25 +77.41 (5.0'RT) W W 160 LF - 8" p m i o
ip 121 LF - 8" DIP ° s o 0
F- 0 26 +00 SSMH 2 W w W 'ice
W =
27 +00 STA 27 +86.23 (5.0'RT) W p p Q V t p
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SS I ----- _ 28 0 SEE SHEET 13 •
SS 8 PVC - 29 +00 a, 0 4 z
SS SS 30 +0 = 'q o
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S. 21ST STREET ;� 4
SS SS 8" PVC - `� ---
1 CONNECT TO Ss SS ' o° m - - - .- n d
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� EXISTING 8
CROSSING o CROSSING o
O SEWER
C,�•.•' '•••ice Oo
BASIS OF BEARING -� "-�`� ` ----- °�-�•� •r - �:z
THE CENTERLINE OF SOUTH 23RD STREET BETWEEN TWO .• "`'` y �u'r�r ; �,�
od.'• 0., P E� 6
' FOUND MONUMENTS, WITH THE BEARING OF SAID LINE BEING 6"
o NORTH 89'58'01" WEST PER WSDOT CARR RD. TO GRADY W
WAY RIGHT OF WAY PLANS FOR SR 515, APPROVED
NOVEMBER 5, 1971.
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3
E-� DATUM - o
.... ............................... ,. .
� THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, BASED ON •
w WSDOT MONUMENT DESIGNATION NUMBER IS17170 WITH A PUBLISHED 10' UTILITY -J
~ \ RECOMMENDED FOR APPROVAL N ELEVATION OF 230.74 FEET EASEMENT v�
BY- Date: 7/7 oe, BENCHMARKS:
cn W
#1 SET PK NAIL APPROX. 8 WEST OF THE WEST END CONCRETE Z 4+ O
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_� Date: �`.% WALK AT THE SW COR OF THE INTX OF SR 512 AND S. 21 ST ST. r' o•
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�� �I •o B �' 'y Dote: ELEV= 207.60 N= 52581.74, E= 396354.10 m .0 c
1 s I O p.
20 0 rn
6F*W 1 =20' #2 FND REBAR AND CAP AT THE SE COR OF SUBJECT PROPERTY By: _ofty Date: scale feet ELEV= 205.96 N= 52576.579 E=396110.19 ..... ...............................
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JOINT BONDING POLYWRAP GALVANIC ANODES O >'
SEE SHEET 19 FOR •DETAILS ~~ 0
220 O �
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m
N NI � V
all + to CO o
7� pn
GSMH 1 SSMH 2
STA 27 +86.23 5.00 RT �
STA 25 +77.41 5.00 RT RIM= 209.50 Q
RIM = 208.75 EXISTING IE= 199.35 SSMH 3
,.. �•
IE= 198.20 GRADE AT IE= 199.25 CATHODIC TEST STA 29 +95.05 5.00 RT °a o
ROAD ( STATION TYPE FT -A RIM= 207.55 I� w s
210 IE= 200.49 �S) N
EXISTING
-- - - - - -- - - - - - - - - - - - _- __--- -___ -- GRADE AT IE= 200.39 W) 210 E o o a
- - -- - ROAD CE o
Ewa - - - - - -_ _�_�_!_ _ __ <�
... r 60
U M w a: SEE SHEET • N • • •
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w EXISTING 8" DIP WM Lm
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° 200
209 LF 8" PVC 209 LF 8 PVC
}. S= 0.509.
200 3
m S =0.50%
PROPOSED . D
STORM Lm Cc '
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S. 21ST STREET N �%�'' Q.
AV
4S al 43 40 20
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5 0 5 10
O
1 " -5' --
ve -ticui scale feet SHEET
• 20 0 20 40 14
1 "= 20'
horizontal scale feet of 19
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