HomeMy WebLinkAboutTED4003207.1LEGAL DESCRIPTION
GOOD OMES PROJEC
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
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/PRESERVATI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
—18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION
4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
MAX 4'
MIN 2"� I - RAISED PAVEMENT MARKER TYPE 88
I / A8 STIMSONITE TWO-WAY BLUE.
,f s
42" MIN
CONCRETE BLOCKING
BURY
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
r
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
16" x 8" x 4" 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT —1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN.
1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETH
YLENE FILM AROUND TOP AND SIDES OF GRAVEL.
DETAIL VTR-4
FIRE HYDRANT ASSEMBLY
NO SCALE
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
9" MIN .
12" MAX
FINISH GRADE ,
N � �
k
< 22-1/2'
CITY
PIPING a
IN UNIMPROVED RIGHT OF
z
wlz_
-' I
WAY INSTALL METER BOX AT
J
>_ '
PROPERTY LINE WITH 12"
'
w
LONG COPPER TAILPIECE.
a '
k
SIDEWALK
o
• :j:e. a: til
PRIVATE
PIPING
TOUCHREAD WATER �I
METER TO BE 1I 12" z a
SUPPLIED BY THE of
CITY
TYPE "K" SOFT N 0 o
COPPER TUBING
IF SERVICE LINE TO HOUSE IS L 3/4" OR 1"
70 BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIDT PLUG
x COMPRESSION COUPLING
/ L LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPERL COPPER TT R FOR, /8"x3/4"" MEJER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND.
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD CAPPERRS_ 'TTER _FOg_l:__Mfjm FORD VBH72-15W-44-44G, OR
(CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
(1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A -A
DETAIL WTR-1 _
3/4" AND 1" WTR SERVICE F
NO SCALE 1
TYPICAL
RIB
-fD-(to -'Ad off'
DRILL 1-5/8" DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
- 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
I
NOTE:
J
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROK
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
I NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
LOT 1 OF CITY OF RENTON LOT LINE
ADJUSTMENT NO. LUA-00-147 UNDER DING
COUNTY RECORDING NO. 20010509900011
SITUATE IN THE CITY OF RENTON, COUNTY O
ICING, STATE OF WASHINGTON
OWNER
DAVIS REAL ESTATE GROUP
1201 MONSTER ROAD SW, SUITE #320
RENTON, WA 98055
(425) 228-5959
ARCHITLCT
DESIGNS UNLIMITED
19613 813" AVE S, SUITE F
DENT, WA 98032
(253) 872-2580
ENGINEER
JAMES E HAYNES
1822 109TH AVE. CT E
EDGEWOOD, WA 98372
(253) 568-7724
SURVEYOR
KENNETH R. ANDERSON AND ASSOCIATES, INC
1720 s 341 ST PLACE, SUITE C-4
FEDERAL WAY, WA 98003
(253) 838-1199
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GOOD DOMES SHORT PLAT
VICINITY NIA'
SCALE: 1: = 200'
SECT 4, TOWNSHIP 23 N, RANGE 5E
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AS BUILT
COVER SHEET
SH 1
GRADING AND ACCESS ROAD
PLAN AND DETAILS
SH 2
TESC PLAN AND NOTES
SH 3
STORM WATER PLAN
SH 4
SANITARY SEWER PLAN
SH 5
WATER SUPPLY PLAN
S11 6
DETAILS
SH 7
Ii4dIPERVI0U3 SURFACE CALCULATIONS
EXISTING IMPERVIOUS SURFACE: —4866 FT
PROPOSED IMPERVIOUS SURFACE: 14400 FT
NET INCREASE:—9534FT2
p 3207,01
RECOMMENDED
FOR APPROVAL
Y DATE fr d
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f B DATE
B DATE N to 0
BY DATE
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JAMES E HA YNES, Po E.
1822 109r'4Ave Cf E
Edgewood WA 98372
Office (253) 568-7724
Cell (206) 715-5159
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