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BOE� ATE z.,` .,� _ STA 151 +80, 12.92 RT j 1 -12 CAP MJ I I 0- - -+ K-3 �v ('0 N N N� �y 1 \1 -12"x 12" CROSS, FL x FL 1�1 �r ��
12 W �' CB TYPE ��v . - 1 -PERM. BLOW OFF
_ EING 54 0 ��o N� ? — , I I �4-12 GATE VALVE, FL x MJ , N 4E rl I I I tj 1 . PROTECT EXISTING BOEING UTILITY TO REMAIN.
W ` - _ - 1 —THRUST BLOCK N�,
, 1! DIN 5 BOLLARDS _ — --\� i o I I = 2. CUT AND CAP BOEING 4" IRRIGATION WATER AND
N 8 !, p P , -- P --- ---- I I (n SPRINKLER WIRES. VERIFY LOCATION WITH BOEING.
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W _ _ — ———— ''�— — ` ADLIGHTS ON' SIGN ���
W — ti °° �ao� ��� II W 3. MAINTAIN 9 SEPARATION C/L TO C/L.
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cone -' I u 4. LOWER WATER LINE TO PASS UNDER STORM WITH
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_ I CLEARANCE I MINIMUM CLEARAN PER DETAIL 2, DWG U27.
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I� COVER ON WATER = 6.6'f.
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y 3 C0^c' I I I N 5. STA 151 +36.81 , 1 6.33' RT
69
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STA 148+73, 12.8' RT BOEING N I � 12� I� o 1g I I L0
1 -12" GATE VALVE, MJ x MJ 12 HPW a I r SD 1 III r 1 —THRUST BLOCK
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STA 148+83.01 24.00' RT 1 {{ c pA -~--�
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FIRE HYDRANT ASSEMBLY °� GARBgGED M, _ ' f ASK - °" G�RBAGENC D w I I _ c� I W
W SEE RENTON STD PLAN B102 �` w - `� '' S �j I " �" I Z
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- GENERAL NOTES:
_ _
————— —————————— �P --•-----------
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N00'22'56"E EXTR. CURB STA 151 +75 24.0' RT 1 . FOR STORM DRAIN LOCATIONS, SEE DWGS
P------ r-- -- P----- P- ---- �— --- P- - -- �---- — — — --- --- -FIRE HYDRANT ASSEMBLY — — '— — — P ® 4-- P— — 7 SD00—SD25.
—�--- �-- — �-- — �-- P------ P— SEE RENTON STD PLAN 8T• �
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ram- -- — Nr-- --- -- ---- ---�--- — 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
E.LTUNE R/W ° o EX 96" STA 151 +80 32' RT I ,
DEFLECTIONS IN WATER LINE DEFLECT PIPE JOINTS
1 BOEING _ ° o _ _ ��' 1 -12" CAP MJ i NO MORE THAN HALF OF MANUFACTURER'S
TRACK LINE SEWER 12" HPW ti v 1 —THRUST BLOCK I — — RECOMMENDED MAXIMUM.
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a Kau _ z 1 -TEMP BLOWOFF i -- A IRIS TE 4--- I'
I 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BED
WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE
I EXISTING GROUND zz_ PER ANSI/AWWA C105.
i z z z I -- — _ ----
40 z Q Q Q ® CONSTRUCTION C/L— —� 40 z
< w w w �W ELEVATIONS APPROXIMATE BETWEEN NOTED
o � � Y FINISHED GRADE ELEVATIONS. L~ z
= 0 0 0 7 _ ® CONSTRUCTION C/L ' 00 I a y
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Ln N i C 3r. SEE SHEET 54/204 FOR DRAINAGE REVISIONS (SD02) m z
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I I RECORD DRA WINGS
PREPARED BY WHPACIFIC, ►�
FEBRUARY 2010, BASED �, 0035524 a
-- --- ON CONTRACTOR RECORDS. o�� mac, s T�R� `
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N � i v � � N 00o � 0� � � N o ssfavAL '�'
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O O1 O OI O O O O1 O 0-) - EXPIRES 06/06/07
� � r� irk � IM I� �►e) � M
p� 148+00 148+50 149+00 1 149+50 150+00 150+50 151 +00 i 151 +50 152+00
- 1 SURVEYED: SCALE: VERTICAL- NAVD 1988
BHC Consultants, LLC H: 1 20 �. DATE.
- ■ CSR „_ HORIZONTAL: HAD 1983/1991 CITY O F R E N TO N 4/ /os
IV H 720 Third Avenue, suite 1200 DESIGNED: V. 1„_5, �— CITY OF SOUTH LAKE WASHINGTON FlELDBOOK:
Seattle, Washington 98104-1820 DRAWN: PLS RENTON ROADWAY IMPROVEMENTS PAGE.
: Tel: 206 505-3400 ONE INCH DRAWING NO-
Bothell,WA 98011 CONSULTANTS Fax: (206) 505-3406 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE UO2
LCA
425 951-4800 Fax 425-951 4808 IF NOT ONE INCH
P Formerly Division of Berryman&Henigar N0. REVISION BY DATE APPR `�PR°�LCA SCALE ACCORDINGLY LOGAN AVE. N. STA 147+75 TO STA. 152+25 88 °F205
www.whpacific.com
6?6 - 31149 03