HomeMy WebLinkAboutWTR2703149_14 SCALE
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N JOINT TRENCH, z w E] CONSTRUCTION NOTES
SAN SE EASEMENT, REC. NO. 9607220167 SEE DWGS
W�� � � m 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN..
LL! PROPOS FOR RELINQUISHMENT, SUBJECT TO U36-U41 , TYP I S
w FINAL A OVAL BY RENTON CITY COUNCIL _ 20' BLDG SETBACK LINE I } l ct� LQ� I RI MH - � RI
I w 1 Icv RIM 31.14 j` Rt,'v
M ?c ---- � ' �� -� - - moo- -� -- -tea-�U =E�'''� `"' 2. PROTECT EXISTING CITY OF RENTON UTILITY TO REMAIN.
�_ �-- - ____11 jw �
18" CONC E 24.5EXTR CURB -� CONC RET. WALL �� ---- w p ❑ 18" CMP `yW 24.37 12"sts _ _ _ s'GN 9'B ' _ '1"B �QQ T° 3. PROTECT EXISTING PSE HIGH PRESSURE GAS TOSTt�'1C^ POS"T�' � � +"c�08"B dT POST Qrcv 7' CHAIN LINK FENCE cv ' F �'a zREMAIN.
CABINET 7` C.L. EENCE o p - i o _
- _ ___ � - _ _ _ - _ _ - e __ _ - _ _ _s
- . . v , PO
o - o -
W 4. ABANDON EXISTING 8" AC CITY WATER IN PLACE.
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:.
__ 6" C rvC SE 2 .65 5. CUT AND CAP EXISTING 12" AC WATER, INSTALL MJ
_ h -- '� '- _- ---- - ------ - rsre fNC S 28. 4 1 » >,
TURN RIGHT SIGN TUR iGH l 6" C
W _ " ' ------ - G 12 x12 TEE, FLxMJ AND INSTALL
1_ T -. _ 1scONC E 25_95 �__. _- -----
W - - _ _ ,__ -___-__ _-,t see .
-- THRUST BLOCK.
D D- - - - ----� i, --D _ _ - - _
CB, TYPE 1
W__._.- - __ ___-_____.____-_-- OE jo, 6. CUT AND PLUG ABANDONED BOEING WATER A N D
CONSTRUCTION C/L 6" CONC s 28.68 _ __ - -_G
8" CONC E 28.62 T SEWER LINES WHEREVER ENCOUNTERED. PLUG WITH
_��_w= _ _ _ � ____.____ - ________ w __.__ _________ w ---- - a- - ---4----- � � ,-�,,. - --��g MINIMUM 12" LENGTH OF CONCRETE AT EACH CUT.
04 T�4+0D +OU 7S+IIII - o S`�%7+0 L .
.�. - - ---- - - I - - -
SS MH 5 Q K ' I 15" SS °' 6 A >,- -A T 15" SS RIM 31.24 5_ �r3
- GENERAL NOTES:
No 21" CONC E 26.42 - - - -
Q _ __ ___________ _ _ _ ___ _ _ __ _ _ __ _ _ _ _ _ _ ____ _! 21" c�NG s 26 - - - `� ' 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
_ SD00-SD25.
_ I _
D LEAD /� T a
- WATER CONC WALK -, BUS STOP . .. TS COPdG WALK ETA K ~~�'
VAULT _ I P rs
F --'
- T
P -P 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
W
Z 7"B 1 - P - I T JOINTS
0 LINE, D P
_- _ _ - _ _ -
DEFLECTIONS N WATER LI DEFLECT PIPE
li Q ----- NO MORE THAN HALF OF MANUFACTURER'S
WATER 6 AND 12 HIGH =
BOEING , BOEING BOEING � � RECOMMENDED MAXIMUM. �
BLOWOFF PROP_ 15 MPH � I i PROP. PROP, 11
U 3" PIPE SIGN SIGN I � t SIGN SIGN I PRESSURE GAS PjOTL
I . '� , --- TO REMAIN 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
®rcv FD 3" BRASS S I GU
STA 74+28, 9.0' RT ---__ -'� PUNCH IN 2" IP, "THE - rsca / ucr 18909 WRAPPED WITH BLACK TUBE-FORM POLYETHYLENE
__.._-_- BOEING COMPANY '
NTERS SSMH #8-7, 48" 36 LF - 8" SS PROPERTY CORNER I/6°`111B I I i STA 76+65.99, 5.4' RT PER ANSI/AWWA C105.
Ps"THE S=0.0050 FT/FT I 1'' REPLACE EX MH W
NY STA 74+28, 45.0' RT STA 76+50, 9.0„ RT I C4,ETYP�E�r � / WATER ELEVATIONS APPROXIMATE EXCEPT WHERE
NER" SSMH - 7 \ c - SSMH #8-9, 72 NOTED.
PIPE END CAPPED FOR EX 12" CI CITY WATER SS #8 8, 2 I I P`✓C E 27.1 o
INSIDE DROP MANHOLE PER I SD MH EX SS PLUGGED AND
FUTURE EXTENSION (W-283) 320 ZONE RENTON STD PLAN B075A RIM 30.86 ABANDONED TO SOUTH LEGEND:
CLEANOUT PER CITY OF 3 i I "
1 EX 12 AC CITY
RENTON STD PLAN 8076. 1 , I �, 1V I y% 24.07 W TO REMAIN JOINT TRENCH SEE SHEETS U49-U52A
IE 21 .54 I I FOR PLAN AND SECTIONS
I I
I ( v I I I co a, LOCATION OF SLOPE, 1 /,4"
I
_- - - w _ __ ___-- I I c3 ___ PER 1 -0 ,
_ ----I-- o p MANHOLE STEPS
I 00 00 � o TYP i
~ I N 8TH ST S'TA. 75+46.64= �l i i I- z
0r` I _ _ X MORTAR
IN DRIVEWAY ST. 10+00 �I_ - w
cvl W o ELEV=31 .10 cn � cn � � I
N = SHELF
_ __ ._ _ - - - _ I y y
FINISHED GRADE 01:2 EXISTING GROUND EX 21 " SS �' z
® CONSTRUCTION C/L I I cn � 0 CONSTRUCTION C/L CHANNEL
�1 -- - - - -- --- - - ---;---- -- - - -
! - --
M _ - - Zy
I l i Ion
CD
i I SS d
W s_� _ _ I _ ,�5 - W
71
(n I 222 LF 15t X " PVC SS I
132 LF -+ 15" PVC I i 'p
W 21 .4 LF - 15 PVC SS i c
W _-_--- _____ _ __ _ _ _ S 0.004 FT/FT _ _ S=0.020 FT' FT " z
0 S= _Ff/FT _ _ i_ _ _ _ _ __ _. _ __ }--_ _ _.
Icn
I cn
i ' w w = I I CONSTRUCT WEIR
N I a- 3: L-�- --- -- w ' I cL p N I I WALL 8"W x 15"H
I I _
in in i Imo: w cn _
x
j i I w w �I = w l�� y
00 I
• I ( I I 3zz CO
I I I N Ni I
' CHANNELING_ _____ __ FOR
- ao 0o co � � � 'n I I __ __ I
10 r- oo PO
o � I I I I poi -
W N N r. � �t SSMH 8 - 9 PLAN
IN N
? W W j i I � � 00 (6ww' NOT TO SCALE
- _ _ _� _ _ N N N
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RECORD DRA WINGS � -35524 C
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N`�c0 mot'� Ln ry o co I rn � N cfl rn 0 Ln cN o r9 c0 Ln I N Ln oo cam' c0 Ln Ln PREPARED BY WHPACIFIC, °��s c1 s T E� -
In o 00 t[) Ln;c0 ,00 co;rn o o _, N N cv I N,N r� � FEBRUAR Y 2010, BASED sI ONAL
I rn 0 rn o 0) o�0 o CO o`o o o o"o o i r- � � �;� � � �I �� ON CONTRACTOR RECORDS.
N NON � N M �_�'� � � �,M ram, �,
EXPIRES 06/06/07
73+50 I 74 00 74-f50 75+00 75+50 76+00 76+50 ! 77+00 77+50 78
DATE:
d Aw H .1 1 v SUS CSR SCALE: VERTICAL NAVD 19� CITY O F RENTON
N TO N 4/17/06
» ' HORIZONTAL- NAD 1983/1991 �� CITY O F FlEL.DBOOK:
BHC Consultants, LLC DESIGNED: H: =ZO Qy
aci. i c ■ 720 Third Avenue, suite 1200 LCA V: =5 .L SOUTH LAKE WASHINGTON PAGE.
■ Seattle, Washington 98104-1820 DRAWN: PLS _ RENTON ROADWAY IMPROVEMENTS
12100 NE 195th St,Ste 300 Tel: (206) 505-3400 ONE INCH DATUM DRAWING NO.
WLCA
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public works Dept. UTILITY PLAN AND PROFILE U 1 4
425-951-4800 Fax 425-951-4808 IF NOT ONE INCH
www.whpacific.com Formerlya Division of Berryman&Henigar NO. REVISION BY DATE APPR APPROVED: SCALE
SCALE ACCORDINGLY N. 8TH ST. STA. 73+25 TO STA. 78+00 100 205
-3149 I5