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MAINTAIN 3�"
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2051OVER
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DATUM ELEV
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LOW POINT ELEV = 208.71
LOW POINT STA = 5+66.14
PVI STA = 5+90.01
PVI ELEV = 208.40
A. D. = 5.50
75.00' VC -
-1.0 ° 4.15%
N 6,, 8" D.I. CLASS
2- -WATER _t NNE
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PVI STA = 7+16.26
PVI ELEV = 214.08
A.D. = 8.00
- 50.00' VC
EXISTING CL
GRADE
PVI STA = 7+63.61
PVI ELEV = 220.00
A.D. = -5.50
25.00' VC
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1 215
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STk 7+26.5 8.5' LT - - I
-�I 210
W %'
1-CONCRETE BLOCKING
2-4li" BLIND FLANGES W/2"
TAPI & 2" PLUG (ON TOP)
1�41' PLUG �MJ�_ W/ 2" TAR AIND
205
-I
PERMANENT 2" BLOWOFF PER 'C.O.R.
STD'I PLAN B105-SEE DET SHT 11
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--WATER QUALITY FACILITY
I FL)
x 4 vfR'i1cA1, eRoys (MSy
14
� of to LY o i y
-1 200
�-MAINTAIN
36"
MIN. COVER
OVER WATERMAIN
I EXIST CL ELEV - �\ I /- PROP CL ELEV i
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STA. 5+37.95f 8.5 LT
1-12"x12"x8" TAPPING TEE (MJ xfL
1-8" TAPPING GATE VALVE (FLxMJ)
W/ CONIC THRUST BLOCKING
SEE TIE-IN DET SHEET 9
SEE NOTE 7 -- THIS SHEET
ASSUMED MIN. OF 36" COVER
EXIST 12" D.I.
WATER LINE
IE= 204.3 f
SEE NOTE 5. THIS SHT
w rm - ? ;p - of-r
6+00 7+ 00
STA. 6+13.5 8.5' LT
1-8"x8"x6" TEE (MJxFL)
1-8" VERTICAL CROSS (FOR PIG CLEANING OF LINE)
1-6" GATE VALVE (FLxMJ)
1-6" D.I. LENGTH AS REQUIRED
W/ THRUST BLOCKING
1-8"x4" REDUCER (MJxMJ)
1-4" GATE VALVE (MJxMJ)
ACC17isSPROFILE - CANDLEWOOD II
SCALE: 1 "=20' HORIZ
1 "= 5' VE R TZ
8+00
SHEET 10WATER NOTES:
1. WATER LINE DISTANCES SHOWN ON THESE PLANS ARE FROM
CENTER OF FITTING TO CENTER OF FITTING
2. 2.5 DEG. MAX DEFLECTION PER JOINT (TYP). CONTRACTOR TO USE 11.5 DEG
VERTICAL BENDS WITH CONCRETE BLOCKING AS NEEDED.
3. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, CONTRACTOR TO
MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN MAINLINE WATER
AND ALL OTHER MAINLINE UTILITIES.
4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
SEE DETAIL ON SHEET 4.
5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
6. CONTRACTOR TO MAINTAIN 1.0' MINIMUM VERTICAL CLEARANCE BETWEEN BOTTOM
OF CB#1 AND TOP OF 8" D.I. WATER LINE; AND 1.0' MINIMUM VERTICAL
CLEARANCE BETWEEN BOTTOM OF 8" D.I. STORM LINE (FROM CB#2 TO MH#2) &
TOP OF 4" D.I. WATER LINE. CONTRACTOR MAY NEED TO INSTALL
11.25' OR 22.5' BENDS TO COMPLY WITH MINIMUM 1.0' VERTICAL CLEARANCE
REQUIREMENT.
7. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR CONCERNING THE
INSTALLATION ON AN 8" PIG INTO THE NEW 8" WATER MAINLINE EXTENSION
ON THE SOUTH SIDE OF THE 8" GATE VALVE PRIOR TO THE INSTALLATION
OF THE 8" MAINLINE EXTENSION INTO THE SITE.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft
W-?93504
NOTE
EXISTING UTILITY LOCA11ONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES 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: 1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY!
Call
before you
Dig
SCANNED NOV - 7 200?
80
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RECOMMENDED
FORAPPROVAL
BY AsDou, gAr4um _ 9 112)200
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28477
IONA L EN
EXPIRES 5-13-03
STAMP NOT VALID UNLESS SIGNED AND DATED
SCANNED FES 15 2002