HomeMy WebLinkAboutWTR2703531.6SECTION 32, TWP 24 N, R 5 E, W.M.
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HYDRANT RUN,
1, LENGTH ESTABLISHED ON JOB. APPROVED BY
ENGINEER,
A. USE 6' DI PIPE, FLANGED, (SHORT RUNS
ONLY).
B. OR 6' DI PIPE, MJ WITH 2-4'4' STEEL TIE
RODS WITH ONE HEAVY COAT OF COAL TAR
PRESERVATIVE ON TIE RODS, NUTS AND
BOLTS AFTER INSTALLATI❑N OR MEGALUGS.
EDGE OF
PAVEMENT
HYDRANT,
1. SHALL BE CLEANSED & PRIME COATED WITH
HEAVY DUTY BRUSH TYPE OR APR❑VED EQUAL.
ALL HYDRANTS SHALL BE PAINTED WHITE, TWO
TOP COATS SHALL BE OIL RESISTNAT ENAMEL.
BRUSH TYPE OR APR❑VED EQUAL,
2. STENCIL ON FACE OF HYDRANT BARREL WITH 2'
BLACK LETTERS, THE DISTANCE FROM HYDRANT
TO GV. IN FEET.
3. SURFACE TO BE GRADED UNIFORMLY AROUND
HYDRANT, (18' RADIUS). SLOPE AWAY W/BRUSH
FINISH.
NOTES,
1. ROCKERY TYPE RETAINING WALL TO BE PROVIDE
WHERE NECESSARY IN CUT OR FILL AREAS,
2. NO GUARD POSTS,
1' MIN (TRANSVERSE XIN
3' MIN (L❑NGINTUNDINAL XIN
LANE LINE MARKING
2' SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR-4000W
PAYMENT LIMIT
12.0' ONE LANE WIDTH(L❑NGITUDINAL)
6.5' MIN (TRANSVERSE)
1' MIN 1' MIN /-" 1' MIN (TRANSVERSE XING)
1 V 3' MIN (L❑NGINTUNDINAL XING)
FINISHED
GRADE
c C6
SPECIAL PRECAUTI❑NS TO-\
PROTECT PIPE TO THIS
LEVEL. DEPTH TO PIPE �-
CROWN VARIES, SEE
PLANS
I
"IN � \`2' HMA CL 3�' PG
64-22
6' HMA CL 3' PG
64-22
6' CRUSHED SURFACING TOP COURSE PER
WSDOT SPECS 9-03,9(3)
CRUSHED SURFACING TOP COURSE, TRENCH
BACKFILL PER WSDOT 9-03.19, OR NATIVE
MATERIAL IF APPROVED IN WRITING BY THE
ENGINEER, COMPACTED TO 95% MODIFIED
\ PROCTOR,
CPEP FOR STORM ❑R --------------- 6
DUCTILE IR❑N PIPE } PIPE ZONE BEDDING PER
WITH P❑LYWRAP FOR WSDOT 9-03.12(3)
WATER MAIN
12' — 3'-0' 24' FOUNDATI❑N MATERIAL PER WSDOT
24' - 4'-0' 9-03,12(3)(IF NEEDED)
CUL I H1L UWU. NU. 11) \
U
TYPICAL ROAD RESTORATION / TRENCH SECTION 2
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-51 10 OR —
NOT TO SCALE
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
PLAN VIEW JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE
CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION
CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE
THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4"
PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO
COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT NO. 5780-563 DTM
ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER Z
CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE J
DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 3' MIN, 8' MIN.
EXCEPT IN 10' MAX. Z
CUT/FILL
L7 w
18, 18, w CRUSHED ROCK w
0 Q
18 18 KING CO. APPROVED a-
VERTICAL/4' RAKE CULVERT (12' DIA,)
A Liz
ROCK RETAINING U o EXISTING DITCH ASPHALT PAD 0
WALL
SEE NOTES CL °D A
r,
o aP
3' MIN, �' MAX. �\ �o- nl
tj
ROCK RETAINING
WALL 18 24 CAST IR❑N
QG SEE NOTES VALVE BOX W/LID
SEE NOTES 6' THICK C❑NC, MARKED 'WATER'
SERIES 940B OR AS
p / I PAD APPROVED BY CITY
FILTER FABRIC
(ALL AROUND) VARIABLE
i 0
6' Dl PIPE (CLASS 52) o o
WRAPPED IN POLYETHYLENE
/\x
FILL 6' GATE VALVE
CUT
� YARD 1/4' 4'x8'x16' MIN, CONCRETE
P. � � ANN WASHED ROCK CONCRETE TRUSTBLOCK
q�4 of WAS `Q+f~ G�' of WAS�I l� BEARING BLOCK
FIREHYDRANT ASSEMBLY 1
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W 35-31106
AS -BUILT SURVEY BY: EVAN NW° ��
"� WD ,M7991 CITY OF 2/14/1 1
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WAHLSTROM, PLS#44651 e.P.B. LAKE WASHINGTON BLVD NORTH
� REN TON STORM WATER AND WATER MAIN
Gray 8E 0,qborne, � (INFORMED LAND SURVEY)aDewr-
C.J.K. ONE MW DATUM
MAXW ND
C❑NSULTING ENGINEERS THE ORIGINAL PLANS WERE STAMPED °'°a`ID`s.a,.c. ,�W)T ONE , Planning/Building/Public Works Dept. IMPROVEMENTS 15
701 DEXTER AVENUE NORTH SUITE 200 sa1E IOCOFMOCLY WATER DETAILS
SEATTLE, WASHINGTON 98109 (206) 284-0860 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO. REVISION BY DATE APPR " P B `' 15
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