HomeMy WebLinkAboutW-406803A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
SHACKLE RODS
O MARKER MARKER MARKER (TYP) R
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V I - o THREAD 6"
W TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE \/
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A 4 44 °
TYPE A BLOCKING
FOR 11 1/4' & 221/2VERTICAL BENDS
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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
ROC KWELL 482 END CAP
COUPLING.
CEMENT CONCRETE
WATER MAIN 2" GALVANIZED IRON PIPE
AS REQUIRED.
SIDEWALK, DRIVEWAYS, /
PARKING AND PLANTED ROADWAY AREAS PERJ I _
TYPICAL SECTIONS AND
WHICH SIDE OF STREET MAIN TRAVELED STREET, THEYDRANT AREAS PER TYPICAL
HDOTS ORIPAINTED LINE) MARKERON THATIS TMAIIN STREETO BE '4
° d F R = INSIDE RADIUS OF SHACKLE ROD BEND 2" CLOSE NIPPLE SECTIONS AND ROADWAY ROADWAY PLANS
2" GALVANIZED IRON PIPE, 12" LU
¢ 2" 90` ELBOW LUd ° W LONG. PLANS >
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N d ° Z \ PLAN TRENCH AND FRANCHISE UTILITY
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° ° STRUCTURE W
MARKER MARKER �R
-� STD 466 BACKFILL PER COR o
4" PSE z
wI S 2 TURNBUCKLES GALVANIZED
TYPE A THREAD 6" STEEL 4" COMM c')
X: : TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED CONDUIT PROVIDER
W : : 0.19"S l EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090)
8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, SCREWED
° BASE SECTION LENGTH TO FIT.
w FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET ° ° d ° //j 2" PLUG, SCREWED ih 12„ 12
MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH °° ° ° ° / 18'
SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS d d ° ° //x 3
ON (4" FROM DOTS OR ON (4" FROM DOTS OR ° = 2" GALVANIZED IRON PIPE
PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) ! l_ O
/ 2" GALVANIZED IRON PIPE 12" LONG
° d d AS REQUIRED.
° ° w 2" RESILIENT GATE 6" PSE
V ° ° ° °2 ° / o VALVE, SCREWED INSTALL 2" 90' ELBOW, 1/\^/\' 31 0
J�J O N
HYDRANT MARKERS d ? ° �! w ��
a
� 4'
RAISED PAVMENT MARKER TYPE 88 AB
cc ° — SCREWED GALVANIZED 6" IRRIGATION SAND
° d ° ° i o 2" GALVANIZED IRON
°d i PIPE AS REQUIRED. STEEL O BEDDING
4 ° ° CONDUIT zo
d ° ° ° ° j ELEVATION M
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54"
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STIMSONITE TWO-WAY (BLUE) S
TYPE B
z� PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 310.3 pti�Y p{ CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 STD. PLAN - 340.2
^ • DEPARTMENT a • ) + + HYDRANT MARKER LAYOUT + _ + DEPARTMENT FITTINGS + +
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r ti So. MARCH 2O10 ��N�p MARCH 2O10 N/ So:, A TEMPORARY ASSEMBLY MARCH 2010
NTS ITS NTS 1"=1I
Hydrant Marker Layout Std Plan 310.3 Concrete Blocking for Vert. Fittings Std. Plan 330.3 2" Blow -Off Temp. Assembljoint Utilit TrenchY Y g g P Y Y
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG ^ ° as
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
1 Y o PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
MARCH 2O10
NTS
TS
TS NTS
Not Used 5 Not UseNd 6 Not UseNd 7 PolyPi Station for Cleaning of Water Mains 8
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W-406803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
The on -site private storm drainage facilities and public/private water and
��B• BR sewer systems were installed in accordance with the approved plans and
WASthe documented field revisions and function as intended.
t
�, SURVEYED: SCALE DATE:
y RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021
VTENW VERTICAL NAVD 1988 PARK AVENUE NORTH EXTENSION / /
COUGHLINPORTERLUNDEEN DESIGN RAG As SHOWN
o CITY OF RENTON, WASHINGTON
FlELDBOOK:
� try Transportation Engineering Northwest RENTON PAGE:
p� 33708 �9 P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN. PRW DRAWING NO:
C1 S'r �� Transportation Planning I Design I Traffic Impact & Operations ONE IN DATU M
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343BSB AT FULL SCALE Planning/Building/Public Works Dept. UTILITY DETAILS —
SEATTLE, WA 98104 www.cplinc.com c.com IF NOT ONE INCH
/ 311
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1 H OF:
30
Phone: 425-250-5004
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
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