HomeMy WebLinkAboutS-334704370
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370
EX RESIDENTIAL
4TH ST NE
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30'
30'
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PROPERTY LINE
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L___ EX. 12" WATER
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NEW WA
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t�$ 357.10
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350
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NEW SIDE SEWER
345
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345
9 +50
EX. SDMH
10 +00
EX. SSMH 10 +50
11 +00
ST'S 1,1+33.3 6�.'r
CB 1A 11 +50
12 +00
CB �2
STA 9 +57 10.62'L
RIM = 365.0±
EX. SDMH
STA 10 +17.13
Ty • 7,12"13 t-
STA 11 +33.0, 10.5'LT ±
STA 11 +78.7, 16.94'RT
IE= 349.29± (27 "N)
STA 10 +05.82 10.62'L
RIM= 361.56
IE= 349.51 (8 "N)
RtB� = 3000.2t
u
S us)
TY. 2 -48" SL
SADDLE CONN.
TY.1, GR
RIM= 360.30
RIM = 364.5±
IE= 35D.03± (27 "N,S)
.�
1E S Do ca RIM= 360.7±
16% 353,11 (I2 "�,t�) IE= 352.00 (12 "E)
IE= 356.00 (8-SE)
IE= 350.75± (EX. 27 ")
OUTLET TO ONSITE,
PRIVATE STORM SYS.
PROFILE - QUEEN
AVE.
(FIELD VERIFY INVERT
PRIOR TO ANY CONSTR.)
SCALE: 1 "= 20' HORIZ., 1" 1= 5' IVERT.
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EX RESIDENTIAL
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SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
O WATER NOTES
❑ SEWER NOTES
1 STA 10 +85
CONNECT TO EXISTING 8" SEWER MAIN
PER CITY DTL. B078
IE= 350.0±
(FIELD VERIFY PRIOR TO ANY CONSTRUCTION)
2 21' N 6" PVC, SDR 35 ® 2.0% MIN.
3 SSCO PER CITY DTL 8076
RIM = 361.97
IE= 356.50
* GREASE INTERCEPTORS FOR INDIVIDUAL TENANTS
SHALL BE PROVIDED INSIDE BY TENANT.
EXISTING PROPOSED
CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE `�. y °���' \ °® ' "% � "' "w'""" "'"'' ' ^ I " ' ^ rmu DATUM
S�+ -- PERMIT SUBMITTTAL PAD 12/6/06 PAD ONE INCH f CHECKED: AT l Pic nning/Building/Pu Dept.
5212 37th Avenue SW Seattle WA 98126 70NAL 1011/06 TOG JOB# PAD IF NOT ONE INCH 9/ Buildin 9/ Public Works
phone 206.923.0590 fax 206.923.3507 email office®terraformadesigngroup.com 05034 NO. REVISION BY DATE APPR �PRaVEO' SCALE ACCORDINGLY I�Aw
joExP�Ra asn,�
2:"2 . ,
1 STA 10 +73 (QUEEN AVE.)
10" x 6" TEE (FLxFL) PER CITY DTL. B111
6" GATE VALVE (FLxMJ)
(BY CITY, PAID BY DEVELOPER)
26' N 6" DIP, CL. 52 (EAST)
CONC. BLKG.
2 POST INDICATOR VALVE
(25' RT. OF ROAD CA)
3 4" INTERIOR FIRE SPRINKLER DDCVA
PER CITY DTL. 8117
A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR.
B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED
BY THE FIRE SPRINKLER ENGINEER PRIOR TO ANY
CONST.
4 FIRE DEPARTMENT CONN. LUA "'DdfJT•)
,f
5 STA 0 +00 (= STA 11 +24 QUEEN AVE)
Cut_ 1H 10" x 8" TEE (FLxFL) PER CITY DTL. B113
E VALVE I
8" GATE VALVE(FLXMJ, EAST) - Ipr r`WA3
(BY CITY, PAID BY DEVELOPER) ADAmfU
CONC. BLKG.
6 160' - 8" DIP, CL. 52
7 STA 1 +60.4
8" N 90 -DEG. BEND (MJ)
CONC. BLKG.
8 29' N 8" DIP, CL. 52
9 STA 1 +89.5
8"x6" TEE (MJxFL) $ '
8" PL4G -4MJ, NORTH)IWICAL Ctb%S (NSxk)
6" GATE VALVE (FLxMJ, WEST) 9& CIJ4 STO DMIL
5' N 6" DIP, CL. 52 (%e PoL't #iCCINGI
FIRE HYDRANT (7' LT) PER CITY DTL. B102
CONC. BLKG.
10 15' WATER EASEMENT TO CITY
11 STA 0 +94.5 (3' RT)
2" WATER METER & SERVICE FOR CITY DTL B107.2
MECHANICAL ENGR. TO CONFIRM METER SIZE
12 20 N 2 POLY, SIDR7 TO BLDG.
13 STA 0 +96.5 (3' RT)
1.0" IRRIGATION METER SERVICE PER CITY DTL B106
1.0" IRRIGATION DCVA PER CITY DTL 8101
mik 191P
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
515U 1 40
GRAPHIC SCALE
20 40
( IN FEET )
inch = 20 ft.
DATE:
LE DEVELOPMENT
for FiEL°
ALEX LE
naewi
WATER AND SEWER PLAN
CD: W -3 A7o1
2 =13347 [7 ro
1/20/06
e
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mik 191P
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
515U 1 40
GRAPHIC SCALE
20 40
( IN FEET )
inch = 20 ft.
DATE:
LE DEVELOPMENT
for FiEL°
ALEX LE
naewi
WATER AND SEWER PLAN
CD: W -3 A7o1
2 =13347 [7 ro
1/20/06
e
PAGE.
00K:
NO NO:
C1.4
OF.
4 8
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