HomeMy WebLinkAboutWTR2703149_10 TRANSFORMERS /
i
ON CONC PADS
CB TYPE 1 ,RIGHT TURN/' RIGHT T
R/W _ _ — i1 ———— 15 .MPH SIGN SCALE
GE 34.66
20 0 10 20 40
co FU L DIRT _. _
STOPS .�
FEET )
W mac, B S T 'A' ' `� j 1
PED
Cc) V�� POST-0- SIGN
CONSTRUCTION NOTES
w / / 1 . PROTECT EXISTING I RENTON UTILITY
ASPHALT WALK pus STOP SIGN
_ i_____- -- ---_ - ----- REMAIN.
c8, TYPE ? 2 ° l / / //
GE 28.01 1 *1
/ _
1 4" CPP N 27,21 i °• 76+00
n �- ,E 7,5 / / _ �I_ — 2. PROTECT EXISTING PSE GAS TO REMAIN.
w o / 75+00 / _ _ —
w d AVE9 N• _ _ —+ti-
74+00 CIV
73+ 0 N43'47'35"E
O _ __.,_ l=XTR, CU`
256,63'
O
Ce TYPE 1 /73+29.4 47.1 ' RT
Q SOLID LID 28.17
WATER TEE
6" CPP SE 25.27 PTYPE 1
�
8" CMP NE 25.19
2" CMP SW 24.9 CONC WALK rsce
_ _ ___ -�--- -- CB,
w 12 GE 36.5-3
SD SD MH NOT FD
DETECTOF 7�f FULL DIRT
PAVED VER OPS
CB, T{PE L � L 1OL /
/
OEM
1 /
V pp w 25.
I
I-
217.6 R W F° sFol
1.0
0 0' STA 73+30 54.9' RT �°S �SF -` / o 07
?' 1 —FIRE HYDRANT ASSEMBLY / o)` ��� 2 %
SEE RENTON STD PLAN B 102
GENERAL NOTES:
n I 7 Ac"
1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
STA 73+60.74 47.0' RT r i' / °'y p cy " SD00—SD25.
f
1 -12" 22.5' BEND, MJ x MJ f V iJ STA 74+04.7, 68.2' RT
a 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
1 —THRUST BLOCK 1 CONNECT TO EX 12" WATER DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS
yy SEE DETAIL 1 , SHEET U26 NO MORE THAN HALF OF MANUFACTURER'S
...�__ �..� »
V rs�� - �.,R� 1 -12�� TEE, FL x FL RECOMMENDED MAXIMUM.
REMOVE EX HYDRANT / o cR - 3-12 GATE VALVE, FL x MJ z
& INSTALL NEW HYDRANT ro 1 �1` s2°�I' 1 —THRUST BLOCK 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
AT BACK OF SIDEWALK �% � ;f / o WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE r Z
a0
f P R ANSI AWWA C105. o
E / � z
WATER ELEVATIONS APPROXIMATE EXCEPT WHERE y
NOTED.
con
O 40 o____�_ 40
O w X z � LOGAN AVE N STA. 74+58.79= r z
O m I w o GARDEN AVE N C/L , o
Ln
a
z N 00 Y N d W
Z LLJ CD ~d
W - 0 F- N a 7� ~
r — W- - - O
EXISTING GROUND _ z - LEGEND:
@ CONSTRUCTION C L w �� z _ - i C
Li,J U_ N �LL`LJ w ov w _ — _ - - - JOINT TRENCH SEE SHEETS U49—U52A
W I __ _ _ — — FOR PLAN AND SECTIONS
U) _ — 30
- -- - - --- - -- -------- -I --- - - - - - - - - - -- - - -- - j
O
LO I I
+ I
04 160 LF — 12" W (CL 52 DI)
RECORD DRA WINGS
0 s i PREPARED BY WHPACIFIC,
• FEBRUARY 2010, BASED
i ON CONTRACTOR RECORDS. r
_
20 _ _______ _.___ __ s __ _�
I
Z 4'-0" MIN COVER AT
C/L OF PIPE, TYP
J
WASF,, �?
Q � ;
{ � � 0035524
O_.__._ _ �_.._ I _._. _
+� J ( 'tLts C is T V, G1
I I I SIONAL
� I� 00' �� Ln O i 00, Ln �f Lo
00 00 001 O-)I O 1 O N
� �� I � F EXPIRES 06/06/07
73+00 3+50 74+00 74+50 75+00
1 RECORD DRAWING HCS 3.12.10 MSV SURVEYED: SCALE: VERTICAL NAVD 1988
BHC Consultants, LLC CSR H. 1 _20, HORIZONTAL: NAD 1983/1991 ZZ „ �► CITY OF CITY OF RENTON 4/17/06
- ■ DESIGNED ��
720 Third Avenue, Suite 1200 DN V: 1"=5' SOUTH LAKE WASH INGTON AGE: `
IwHpd(l I( Seattle, Washington 98104-1820 DRAWN: PLS _ RENTON ROADWAY IMPROVEMENTS
" 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATU M DRArhNc W'
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKEDLCA AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U 10
425-951-t800 Fax 425-951-4808 IF NOT ONE INCH
www.whpacific.com Formerlya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALESCALE ACCORDINGLY LOGAN AVE. N. STA. 72+50 TO STA. 74+04.83 SHEET: OF:
96 205
14911