HomeMy WebLinkAboutW-041702POWER, TELEPHONE 11 T.V. CONDUITS
//-POWER, COMMON TRENCH SCALE I "=40'
TEMPORARY BLOWOFF & FITTINGS
� TO BE SUPPLIED BY CONTRACTOR
FINAL CONNECTION TO BE MADE t NDER
f� STA. 2 +50 SEE W-430 FOR CITY SUPERVISION .AFTER MAIN
2 \� 8 "xfi" C.I. TEE (MJ HONEYDEW TOO STA.3 +53 PASSES PURITY & PRESSURE TE TS �/v
!, 6 "GATE VALVE (FLxMJ) NEW .8 "C I. SOLID SLEEVE
6 "'C.I. NIPPLE IOL.F. IWAI'ER SYSTEM B "c.v. (M.J.) P
:w
8 "x 24" C.I. G.V. BOX /
5" MVO FIRE HYDRANT (MJ) - a
\\ a "x 24' C.I. G.V. BOX M
f oil / 00 ,✓'- STA. 1 +a}5' .yZ �;. °jxG
+a�.�...1�`� to 8 "C.I. 22 1/2° Mja 51 "' Q
\� �L \\ aay` -= - t 1 BEND (MJ) N D /r
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/ NEW 8 C.I. (TJ) WJE6 IN 225 L. F. ofa C. 8 C.I. (TJ) WATER MAIN C EX. 8 "C.I. WAj,�F n1A
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\ \\ �`-- _ _ - -i - -+- N 0_16 3 3 W
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-
2 B
INSTALL MONUMENT�� e Go�99� - 1 SEE W -350 FOR HONEYDEW
C `6 1! ( APT. WATER SYSTEM
ASE & COVER (TYP)
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3�
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STA. 0 +54- ,a7 2oP.
8 "C.I. SOLID SLEEVE-
O
EXIST. BUILDINGS TO
BE REMOVED
SEE W -315 FOR S')NSET HIGHWAY WATER MAINS o2��o PLAN VIEW
I �
- -- -- 2 -- - * 3 —..-
"' ---- A7-- -
8 ' 1.13 .
25
25
53° 50' 12" _
114° 45' 9 ""
2785'
7
15.57'
3
I
55'
48' 55 13"
46.96'
25.02
I
FCONC. SIDEWALK (TYP)
140° 51 24"
J
98.44
r-
I
I
91° 56' if"
88 °22'54"
32.09'
30.85'
�
TYPE `A' CURB R GUTTER (TYP)
69.71
1 35.3 '
°
,.
3
I Ill: I MAX
SLOPE ( TYP)
-2
L COMPACTED FILL (TYP)
\
2 "CLASS 'B" ASPHALT
21- 11/2' MIN. TOP COARS; *STA.
3 +53.51 TO STA. 44-88.57
4 °- 2112" MIN. BALLAST
WHITMAN COURT N. E.
NO SCALE
^ n CURVE DATA -
`A
8
25
25
53° 50' 12" _
114° 45' 9 ""
2785'
7
15.57'
3
�C
55'
48' 55 13"
46.96'
25.02
L
140° 51 24"
86.04'
98.44
1 F
20'_
20
91° 56' if"
88 °22'54"
32.09'
30.85'
20.69'
79.44
3fi �_
69.71
1 35.3 '
0 O 2 3 4 5 6
A I .. _.. -
PROFILE SCALE
HORIZ: I"=40'
_0.40%
395 m VERT: i 4'
0
° oN
o
a
390 m� �0. +� n� N.E. CURB RETURN
+� om a" 0m PROFILE a /�
27.85 i
O.0 6C' V.C. I 60' V C 60' V. C.
- - PI = 391.51.52 vi 'n O O -
PI = 384.61 PI = 391.00 w N /ice
a
1. � m G ,d
+ m M /
/ �
86.04
32.09,
_j 1 o' c. 5'c
® U 21.51 21.i
CENTERLINE PROFILE 1 C 96
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W
cn u , m e o
zm ID, oM w395 o w O m a ! + 23.48' 23.8'
+ 4 C 0 c� uo �
o w
u r O C 0C
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M UND M of z6 T o
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20 / v
390 m M
395 M
A 3
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I.
+1.69
+0, a �.W _ 8 _ I C77Y WORK ONE..
lyG / -E -SAC +m + — LI CUL D . -
W. 0. 3/50
o OM am i// 38C EAST CURB RETURN PROFILE
_ —y /
40' V.C. _ Ii==�I—�
Pi= 394.42 EXIST. 8 S.S. —"�(J I CUSHION BETWEEN WATERMAIN & C.M.P. ARCH PIPE '
W- 417
811 C. 1. WATER MAIN
1 395
j ±0.40 %
o � ,� , ®� SAS. BUILT
eg CITY OF RENTON
L/4 L/4 L/4 .L /4. 326 0 R;;srer 1° °�v ® I_DEPARTMENT OF PUBLIC WORKS_J
!380 w 9473 WHITMAN COURT K E.
ala c� �a
L. CURB RETURN I
. I. D. 288 --I
ofm M V,--
. W. __ -t
V a D R PROFILE
S-
- NEO
.RL. .! LB_.
B
SCAL E_/7 i4 N9 vFILE
.o H000— M DArP
HONEYDEW 100 MAIN
L- .B.r 7/11/75
aM I 2/76 DRAWN ____R
a - c AS BUILT R c B R A
5 CHECKED -�%
0.07 , r�--
VC.
PI ..= 394.03 - IRO. REVISION 9Y AP�Fi. DATE APPROVED- -`LLi� IEET:�JF
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