HomeMy WebLinkAboutS-283203li -7 /2' x 13 -1 /2" CONCRETE TE METER �I'�IN UNIMPROVED RIGHT OF WAY,
BIIX WITH 3/16' STEEL DIAMOND PLATE IN METER BOX AT
COVER COUAL. TO FOG TITE METER vI PROPERTY' LINE. t
SEAL CO ID METER BI1X.
SIDEWALK
WATER METER TO BE
SUPPLIED BY THE CITY
mr
r TYPE 'K' SOFT
�
-- COPPER TUBING
_ FORD COPPERSCTTEF,
VH 132 -15W (FOR 5l8' x 3/4' METER)
CAST IRON OR VH 174 -ISW tFOR 1• M':TER) ,
DUCTILE IRON / LOOP DOWN TO CENTERLINE BOTH INLET ADD OUTLET WITH PACK JOINT WITH GRIPPER.
vATERMAIN pF WATER MAIN TO PROVIDE ON PADLSCV
GUTL WINGS ON KEY VALVE SINGLE CHECK VALVE /
SLACK IN COPPER SERVICE ON OUTLET. JJ /J
LINE TO METER ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER
CORPORATUON STOP. FORD TAPERED IF SERVICE LINE TO HOUSE 1S TO BE
THREAT' (CC). PACK JOINT (3/4' F3000) INSTALLED IN THE FUTURE INSTALL
(1" Fi0001 FORD C14 -33 OR 44
1I0T u COMPRESSION COUPLING
3/4' OR I' GALVANIZED PLUG
,3/4"2 1" WATER SERl, ICE
NO SCALE
FLOE HYDRANT SHALL BE COREY -TYPE EQUAL TO IDwA F -5110
OR COUPRF-R9OM TYPE SUCH AS CLOW MEDALLION: M ✓r H 929
pun ue=CEM SUPER CENTU...,,.. GW Will 6- MECIiANICAL =NT
INIET NTH LUGS
5-1/4' MAIN VALVE OPENING_ TWO 2 -1/2- HOSE.CONNECTIWNS
NATIONAL STANDARD THREADS 4- PUMPER CONNECTION CITY OF
SEATTLE THREADS MATH A STORTZ ADAPTOR, 4- SEATTLE THREAD
X S. STORTZ, ATTACHED VAIN 1/8- STAINLESS STEEL CABLE,
1 -1/47 PENTAGON OPERATING NUT, FIRE HYDRANT TO BE — TO 20'
PAINTED VAIN TWO COATS OF PAINT, PRESERVATIVE OR 12- BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
PAINT Nn 43-655 SAFETY YELLOW OR APPROVED EQUAL
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2- TRENCH, MAX 4'-1 •
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2 -� RAISED PAVEMENT MARKER TYPE 88 AB
STIMSONITE TWO -WAY BLUE"
TWO -PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
FOUNDRY CO. STANDARD B' TOP SECTION WITH REGULAR
CONCRETE BLOCKING BASE SECTION LENGTH TO FIT.
Q =s CONCRETE BLOCKING
LCAST IRON TEE. WITH 6' FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) EQUAL TO MUELLER CD. A- 2380 -16
—6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4-
16' x 8" x 4" MINIMUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1 -1/2- AND RETAINED ON 1/4" MESH FOR DRAIN.
FIRE HYCIR�. IT I FTAIL
NO SC.ALL
r WATER MAIN
/ IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2 -2' CLOSE
NIPPLE AND 2 -2' 90' BEND, SCREWED
AT THIS POINT.
FIELD LOCATE
2' CLOSE NIPPLE
F - - y�CONCRETE METER BOX
I I
2" CLOSE NIPPLE
2' 90°ELBOW '2' 90 ° ELBOW
dal a 2' GALVANIZED PIPE AS REQUIRED
CONCRETE BLOCKING
PLAN
TWO PIECE CAST IRON VALVE
EOU:.L TO OLYMPIC FOUNDRY CO.
STANDARDS* TOP SECTION, WITH /- GROUND LINE //- CONCRETE SIDEWALK
REGULAR BASE SECTION LENGTH /
TO FIT-
i
PROPERTY LINE
T-F
T -D•' niN. 6• -0'• -1 FUTURE
6" BUILDING SEVER PIPE I BUILDING SEWER
? 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
„ WO0RDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER AND 16 WIRE WRAPPED AROUND THE STUD AND
o I EXTENDED TO THE TOP OF THE STUD.
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. DI PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
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BLOCKING
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HORIZONTAL
6" SIDE WTLET TEE
B.. nIN -SEWER MAIN
SEWER MAIN
(Q CRE:FE BLOCKING ANGLE
DF'TEL AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTES,
UNLESS, OTHERWISE SHOWN ON PLAN, SIDE SEVER, SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR -3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TYPICAL SIDE SEWER INSTALLATION
°�• - - -G I 2 -1/2" NST (HOSE)
?" GATE VALVE, SCREVED
BLOW -UFF HYDRANT EQUAL TO
2" GALVANIZED 478 KUPFERLE FOJNDRY CO
PIPE 12" LONG
2".2'x2' TEE
2" CLOSE NIPPLE BETTEEN
2" CLOSE NIPPLE TEE AND 90'ELBOW.
BETWEEN CAP OR PLUG `
AND 2" 90 2" 9L ELBO90"L BOW
INSTALL 4 MIL POLYETHYLENE 2' GALVANIZED PIPE
PLASTIC COVER OVER WASHED - o - - °8 18" LONG
GRAVEL. CUT HOLE FOR PIPE _ o o°
- o9popo °oo 2' CAP WITH 1/8'
10 CU FT. WASHED GRAVEL PASSING °o x-`°o °-0�4 TAP FOR DRAIN I -1/2' AND RETAINED ON 114' MESH s o�
FOP DRAIN ELEVATION
PERMAP,W N T 2 Bf_r�, r (= [Vi BI_,
NO SCALE
q/1ol'660'!
AS BUILT
7'6:0 -4YO -28dZ
® - - -
NO SCALE
� ST
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LOT Z
All
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\ LQT 4 j LOT 3
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VICINITY PLAN
NO SCi;LE --
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PROJECT DATA
APPLICANT/ DEVELOPER
SURVEYOR
ENGINEER
TOTALAREA
NUMBER OF LOTS
J & J CONSTRUCTION
2509 Aberdeen Ave NE
Renton, WA 98056
(425) 255 -2362
CONTACT- JIM JACQUES
JAMES CRONES
JAMES E. HAYNES, P -E-
37234 22ND AVE SO
FEDERAL WAY, WA 98003
(206) 661 -6794
0,75 ACRES
4
AO%l *Am 240
A ww+
LOCATION DESCRIPTION A ?'m � "MW *1#45 4? Olvil
THE WEST 130' OF THE WEST
OF THE EAST % OF THE WEST %
SOUTHEAST Y. OF SECT 3-23 -5
F
JAMES E HAYNES PE
37234 22" AVENUE SOUT4
FEDERAL WAY, WA 98V03
(253) 661 -6794
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SCANNED MAR 3 0 2000 /-I 1 R - ac;ANNED SEP 13 2002
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