HomeMy WebLinkAboutWTR2703149_1 (SEE SHEET U25)
LOGAN AVE N STA. 145+04.81 = � � � SCALE r— I 20 O 0 20 40
M N 6TH ST STA. 30+20.87 n -
r
p TCE ' K I ' STA 145+76.19 30.58' LT FEET )
C.L. FENCE
I- FIRE HYDRANT ASSEMBLY
,, FOR WATER DESIGN, SEE RENTON STD PLAN 13102
nv _ _ _ _ _ - i SEE SHEET U25 ,
� � _ - -R�_ - - 1 STA 145+89.2 30.8 LT
C0 cL ( I N
}
s
CURB FLowuNE TICE R/W
STA 143+85, 12.5' RT W
1 -12" x 12" VERTICAL I ' j N
� � � ,, CONSTRUCTION NOTES
MJ x FL : :� - - - - - -- =- - - - - _ - - __ _ — --.- - - --.-- - _
CROSS, i - - - - - - - - - - - - - -
PER DETAIL 3, SHEET U26 - o 0 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN.
1 -THRUST BLOCK I Z ' 1 S Li
STA 145+00.34, 12.5 RT titi o LJ 2. PROTECT EXISTING RENTON UTILITY TO REMAIN.
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1 -12" x 12" CROSS, FL x FL 18" SD o 8" SD cn
ExrR. cuRe 4-12" GATE VALVE FL x MJ j C) STA 145+89.5 7.3 RT w cn LOGM AVE. N 00
u
I GVE T. BEND T.O.P. 27.5 N <� 00 ASPHALT LO
IF �
144+00 ' z 1145 146 00 = i/ 147+00 +
I i - 18" SD I -'
12" W 1 I ' ' 12" W 12" W e—
2 \STA 143+86.7, 13.9' RT' I �' ? I N _-- Ex
Ln
T r� N` Q
00
VALVE ;' %� -
—w---- -- - — — ,
I P
WALK 'sce ZI —P P- { v z Ul
16"M 17"M 2; —P— __�_ i J
41
—w _ - —
_ COVERED WAl R/W
' Z z� I 9 FROM �- GENERAL NOTES :
STA 143+87.20 31 .08 RT _ I i, �) ti i 1 Q
FIRE HYDRANT ASSEMBLY z Z 1 STA 145+90, 12.5' RT FACE OF 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
SEE RENTON STD PLAN B 102 N D o
�, o �., � CURB
1 -12 x12 TEE, MJ x FL SDOO-SD25.
C) -, � 1 -12" GATE VALVE, FL x MJ BOEING
-_ __-- -- - ti_N �o �; C) om 1 -THRUST BLOCK 12 HPW 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
EXTR. CURB
Cry CADEFLECTIONS IN WATER LINE, DEFLECT PIPE
\\ \ OD I n 0 — 2
+ zz � �, �, — — — — — JOINTS NO MORE THAN HALF OF
\ \ I O c� I
\ " o " � �' `� ., �_ I ; - ACT 'P' 7' cHAiN LINK FENCE EXTR. CURB MANUFACTURERS RECOMMENDED MAXIMUM.
I i j 3. ALL DUCTILE IRON PIPE AND FITTTINGS SHALL
i cn FINISHED GRADE ( P BE WRAPPED WITH BLACK, TUBE-FORM
' @ CONSTRUCTION C L I
40 LOGAN AVE N STA. 144+ 10.75 li LOGAN AVE N,� 145+04.8�
/ I ' 40 POLYTHYLENE PER ANSI/AWWA C105.
MATCH EXISTING —
N 6TH ST 30+20.87 z i z
' - z O I I t I WATER ELEVATIONS APPROXIMATE BETWEEN
ELEV=31 .833 Q v , j
Q NOTED ELEVATIONS.
v�' cn NwC° N 0 i o EXISTING GROUND I I r
w o I cnl Ir N co I � V) 00 Ca? CONSTRUCTION C/L °'• o
_.
L �_ I
I w = w w w w w F- w w �' w 24" Sp N w j N
I � �
I BEYOND i a- JOINT TRENCH SEE U49-U52 FOR
PLAN AND SECTIONS x
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1
- - - -� I _ ----------- _-�- 30 CD o
I J � I �
390 LF - 12" W (CL 52 DI) SEE SHEET 78/204 (SD25) AND 53/204 0 1
i y (SD01 ) FOR STORM DRAINAGE t� 4 W
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0 W ycn
z
LL1 z
0 w
20
20-
I Q o I L0 RECORD DRA WINGS
O> O ( + PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
� I ON CONTRACTOR RECORDS.
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00 100 L C� c0 f O OF EXPIRES 06/06/07
143 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50
- Al N M V SURVEYED: SCALE: VERTICAL: NAVD 1988
DATE:
BHC Consultants, PLC CSR H: 1"=20' HORIZONTAL NAD 1983/1991 CITY OF CITY OF RENTON 04/17/06
WH 720 Third Avenue, Suite 1200 DESIGNED
V: 1"=5' ': SOUTH LAKE WASH INGTON FlE<oBDox:
Seattle,Washington 98104-1820 DRAWN: RENTON PAGE:
ROADWAY IMPROVEMENTS DRAWING NO:
PLS
S:\CAD Library\Logos\BHC Logo\BHClogo bw.jpg
12100 NE 195th St,Ste 300 206.505.3400 ONE INCH DATUM 0
206.505.3406 fax CHECKED: AT FULL SCALE
Bothell,WA s8o11 (fax) LCA Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE
425-951-4800 Fax 425-951-4808 www.bhcronsultants.com IF NOT ONE INCH
%VNIV ,.whpacific.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY LCALOGAN AVE. N. STA. 143+00 TO STA. 147+75 SHED: s� OF: