HomeMy WebLinkAboutW-383003EX. HYDRANT
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A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
EXISTING
BUILDING
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18"CHERRY \
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CONSTRUCTION F C4 LOT 7
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E 194.23: 8"CONC W IS 0.9'N OF LINE S89' 15"E 158.02' IE 194.588"CONC E �-
194.58' 12"PVC S II \ I
EX. HYDRANT I ° +� 4-00 w 1 I I I
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NORTH 28th PLACE - -1 +� ++�� 1ED
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NORTH 28th STREET STA. 10+00
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PARK AVE NORTH; STA. 20+09.00 I I :T` '` ': �' +"- a ¢sA J ED LIMIT
kIM 2UZ./9- +
REET 6 1 2 1.49' - - - - - - - - -
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SIGN " PEDESTRINC �'` NORTH 28th STREET - - �►d
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STRE
ET
SIGN GN ° Y CONSTRUCTION -
• '� '� 3'49 334.9 14'*
PARK AVE NORTH; STA. 20+00.00% sVr "`n 's 'O"
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(9-10-14) RIRY WELL1 RIM 208.01'
� I 196.34' 12"PVC W
IE 196.44' 12"PVC E
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NORTH 28th STREET; STA. 12+64.00
PRIVATE STREET; STA. 0+00.00
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE
SHACKLED PER CITY STANDARDS
ALL WATER SERVICES SHALL BE
1" SERVICE LINE PER CITY
STANDARD DETAIL #320.1
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE
3/4" IN SIZE
CALL 81 I BEFORE YOU DIG! AS -BUILT 05/09/2016
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pF WASy;
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_ � OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058 z
= 27460
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E. FSS/ONAL°
05/09/2016 NO.
4
a
11-1 /4' BEND 22-1/2* BEND 45' BEND
CAP
TEE 90' BEN❑
THRUST BLOCK HEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL SENDS
SOIL
FIRM SILT OR
FIRM SILTY SANG
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
T1 1/4'
90'
45' BEND
11 1/4'
901
45' SEND
11 1/4'
FITTING
BEND
TEE
OAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
SEND
4
7.0
4.2
4.2
T.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
6
13-3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5-0
3.5
3.5
1.4
"
.7
1 .7
S.7
11.7
.4
814
.4
.3
6-3
.5
2"
53-0
37-5
37.5
15.0
25.5
18.8
18.6
1 7.5
20.0
14.0
14.0
5.6
AREAS CALCULA IED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER F'DR WATERMAIN LESS THAN 12'.
*-0' MIN. COVER FOR WATERMAEN 12' OR GREATER.
MAX. HEIGHT OF THRUST SOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
(RUST BLOCK BEARING
aE REFERS TO THE
ICE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR $OIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NA71YE GROUND.
3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN- I DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTTNGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
Y CONCRETE BLOCKING FOR STD. PLAN - 330.2
* + PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT
� VERTICAL BENDS MARCH 2O10
GRAPHIC SCALE
0 15 30 60
1 inch = 30 Feet
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
SURVEYED:
LANKTREE SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE APPR I APPROVED:
WATER MAIN
2" CLOSE NIPPLE
2" 90* ELBOW
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
" ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" GALVANIZED IRON PIPE. 12'
LONG.
2" GALVANIZED IRON PIPE 12" LONG
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE B090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
;_.. 1s'
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
+ PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.2
DEPARTMENT TEMPORARY ASSEMBLY
MARCH 2010
LOT4
LOT 5
LOT 6 LOT 7
LOT 8
9 26.50
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PROFILE
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PROPOSED ROAD PROFILE
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210
3' (36") MINIMUM :BURY-
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PRIVATE
ACCESS ROAD
0+00
1 +00
2+00
3+00
0
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
091 CITY OF
mu RENTON
Planning/Building/Public Works Dept.
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
WATER PLAN & PROFILE
2820 PARK AVENUE NORTH
W-383003
05/09/2016
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