HomeMy WebLinkAboutWTR2703149_23 STA 41 +85, 50.6' LT
C7 Z ' 1 -12" MJ CAP W/ TEMP STA 42+08.32, 57.50 LT SCALE
JOINT TRENCH BLOWOFF PER STANDARD PIPE END CAPPED FOR 1 20 0 10 20 40
p --- n 9,11rSEE SHEETS PLAN B104 UTURE EXTENSION
�-_. : f IE 16.94
q1t __ ` / �z U44-U48 1 -THRUST BLOCK ` -- _r �� ( FEET )
0 - �' 57 LF - 8" SS TICE n
i PARK. AVE. N. STA. 42+00.06=
F- ^ '2 u �.� r1 S=0.0050 FT FT i
� _ TCE o � � DRIVEWAY STA. 10+00 - / 1 � �
c1 oohs R/W g " ---_ �- - STA 42+07.34, 0.39 RT R/W EICONSTRUCTION NOTES
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1 . PROTECT EXISTING QWEST UTILITY TO REMAIN.
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2. REMOVE AND DISPOSE OF BOLLARDS (INCLUDING
--PARK. AVE. N. STA. 41 +83.74=
° l FOOTINGS FIRE HYDRANTS AND PIV'S. CUT AND
�/_ -- _ ❑ - -- _ DRIVEWAY STA. 10+00 U,� a,J ) » I
! 0 _ _.
O PROTECTION MAIN WITH MJ CAP APPROX. BELOW
� � � CAP CAST IRON CI PIPE RISERS FROM 10 CI FIRE
- WI ,�� N S 3'
LAJ _ _ 0
W - o __._ - � GROUND SURFACE CUT, DRAIN, AND MJ CAP 10"
2 1 y `'oZ' CI ABANDONED FIRE PROTECTION LINE. DRAIN LINES
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i ~ ' ~ -_e aNr ' �2 SS �, BEFORE CAPPING, DECHLORINATING AND PROPERLY i
o
_ o DISPOSING OF WATER.
QQ 36" Ca -_ _ _? CNg4AV LfN � == '+r" - CC No. 4ss254Q j z
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-_
0+00 `�° - - `--` -- 5nO N
4. STA 41 +78.81 , 22.05' RT
1 - 12" CROSS, FL x FL
` ' _� - 2- 12" GATE VALVE, FL x MJ
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.-_ µ `' W --- CONSTRUCTION C/L - �4.,� �sPHAt - - _ _rx 5. STA 41 +77.89, 52.95 RT
N
4 �--- �- TF to - _�- -- - 1 - 12" MJ CAP W/ TEMP BLOWOFF l
AIN UNK / 7 - �P rY . ✓ PER RENTON STD PLAN B 104
Z00
12„
V _ , 12 W
1 -THRUST BLOCK
-__ 6. STA 42+ 1 1 .27, 52.5' RT
---- rRACr 2- PIPE END CAPPED
❑ f S
R/W -.� ._.__ i -� z� FOR FUTURE EXTENSION
/ TCE =" _ AC Pa7ft�•_ __ _ .` ---�_-- _ -- 2 O zc ,; eR VON ,v asp ' rr, I E 16.50
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7 4 9 21 62 RT
CA rE TS _--_ r� 0 ti 2iL ra . STA 41 +6 0,
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u \j 1 - 12 GATE VALVE, MJ x MJ
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a - ACK co 4 `r _ ® . T a SW N'
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__._. g � - OF CURB �8,. CoNc s 23
w% - T - -1 + ` `�: 53 LF - 10" SS , L,ONo N 23 4 12" I E= 17. 13 (IN EAST)
STA 41 +44 3. ' RT ._ ._ rti - CYAN tIN
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-_ -_
� SEE RENTON STD PLAN B 102 ® STA. 41 +62.67, 40.5 5
RT --
_ o� z - ---
__ - _ _� _ __ _ GENERAL NOTES:
_ _
' PARK AVE N STA. 41 +83.74= FINISHED GRADE 0
1 . FOR STORM DRAIN LOCATIONS, SEE DWGS z
DRIVEWAY STA. 25+38.74 @ CONSTRUCTION C/L
C) c> ELEV=27.48 ( l J J °'• SD00-SD25.
U� Q Z EXISTING GROUND
EXISTING GROUND I a w z I a @ CONSTRUCTION C L ~ z ! 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT o
@ CONSTRUCTION C - - N m q � I Q DEFLECTIONS IN WATER LINE DEFLECT PIPE JOINTS �' z
Z
•�+ + c�+> o N Q 0 w 3 3 ago � w o NO MORE THAN HALF OF MANUFACTURER'S y
EXISTING AGROUND w C O W z; Q _ N w o > _ n_� � O lY N cn
@ TOP OF ISLAND c� � F- - 0 X €€ ^ J ' ! � RECOMMENDED MAXIMUM. x
r � ! I W � W W i N W L.L. = N j N =I N �--' Z X X X O J `' X X N /1
Q 'S W W I W Wf- W I W i> �
N w _ __ to ___._ _______. __ _ _ _ �' 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
30 _- _.____. ___-- -_-..-- _--
N A � z �� cn oC 30 N ! o N
- -- -- -- - - --- --- - - -_ I I I _ WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE z cl
- __ i - --- �- ----'-- ` PER ANSI/AWWA C105. �L�
I O P 1
i I I I i WATER ELEVATIONS APPROXIMATE EXCEPT WHERE
i
�___� NOTED.
t= I I I I 0 o
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j 462 LF 12" W (CL 52 DI)
W i � , W z
_ W 4'-10" MIN COVER AT LEGEND: y I ' I
_ _
C/l, OF PIPE, TYP -_t ~ E
SEE GENERAL j v JOINT TRENCH SEE SHEETS U49-U52A
p ,� I ` NOTE 2, TYP p FOR PLAN AND SECTIONS
O / I i Ln
+ __ i +
01 _ _ \ f _ _ .
� 000,
RECORD DRA WINGS
• I ' ! PREPARED BY WHPACIFIC,
Q I ' Q FEBRUARY 2010, BASED I
10 $TA. 41 +82, '25.6' LT _ _�_ _ I STA. 41 +78, 8.3 RT i I _+__
FN20 45' V. BEND STA. 41 +81 22.0 LT H2O 4 V. BEND.___ �. w z , --- -�$- ON CONTRACTOR RECORDS.
W t.O.P.=21 .2 � H2O 45' V. BEND � ! T.O.P.=21 .8
- O N Z
Z I T.O.P.=17.8 STA. 41 +79, 4.7' RT 00
J i I H2O 45' V. BEND / I I I I J
u7 � � � / I CDOQ000
i
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STE
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N o0�tn C0 M �;� Q0I1 �iN (-Cl O t` oln M!cn 00;CD � N O� � � N Hipp NIA � IOIVAL
►� r� ;N IN N �O .1� lr- cD N 4D Itv
00 CO' 00CID 00;00 00 �; 00 N I 00 f ! 00 i O j 00 00 CO EXPIRES 06/06/07 _
N NON N �iN NN NiN �` N SIN �jN � N NN �':N N NIN N1N NON N N NON N
00 39 50 40+00 40+50 1 41 0 41 +50 42+00 42+50 43 43
DATE:
CITY ❑E CITY OF RENTON 4/17/06
f »=20 HORIZONTAL: MAD 1983/1991 1► i
sURVVEYED
IL
■i 1 RECORD W DESIGNED:SR
BHC Consultants, LLC : SCALE:
1» ��� NAw ,gee FlELDBOOK.
• 720 Third Avenue, suite 1200 MCA V: =5 SOUTH LAKE WASHINGTON
IWH aci ic Seattle, Washington 98104-1820 DRAWN: RENTON ROADWAY IMPROVEMENTS PAGE.
Pis
" 12100 NE 195th St,Ste 300 ■ Tel: (206) 505-3400 ONE INCH DATUM DRAWING NO.
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 1 1 1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE U23
LCA
425-951-4800 Fax 425-951-4808 IF NOT ONE INCH
www.whpacific.com Formerlya Division of Berryman&Henigar N0. REVISION BY DATE APPR APPROVED:
SCALE ACCORDINGLY PARK AVE. N. STA. 39+00 TO STA. 43+50 S"�� °E�
�os 205
1.,1�. �--311_T'--0 c9%-"+