HomeMy WebLinkAboutWWP2703447.2NOTE
LEGEND
EXISTING
4110 it
NW 1/4 OF SEC. 15, TWP. 23N, RGE. 5E, W.M., KING COUNTY,
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ry
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THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
8' W'
8° W
UTILITIES BEFORE COMMENCING WORK.-
WATER MAIN
8-
8�a S
EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR
- - —
SEWER MAIN
SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF
ANY DISCREPANCIES BEFORE COMMENCING WORK.
12rr
— — pD_
STORM DRAIN
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
'C�
GRAPHIC SCALE
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
FIRE HYDRANT
CONFIRM EXISTING UTILITY AND GRADE INFORMATION.
20 0 10 20 40 80
CALL 48 HOURS
EH
in
WATER METER
BEFORE YOU DIG
X
N
GATE VAl VE
( IN FEET )
1-800-424-5555
0
•
1 inch = 20 ft.
SEWER MANHOLE
OHP/OHT
- ----- -
----
-� ----OHP/OHT-----
PRIVATE WATER LINE TO BUILDING.
83' - 2' POLY, SIDR7.
REQUIRES SEPARATE PLUMBING PERMIT.
�I c SIZING NOT REVIEWED BY THIS PERMIT.
EX. US BANK — - — — — \ L w 117139
— n- —� 7-
EX. SSCD _jE D
RIM= 407.7, IE= 403.0t \ � NEW 1.5' WATER METER A' SERVICE
o; FIELD VERIFY LOCATION &
I PER CITY DTL. B107.2 (VIA SEPARATE
INVERT ELEV PRIOR TO ANY
CONSTRUCTION! \ PERMIT, WORK DONE BY CITY CREWS
\ UPON PERMIT PYMT.)
14'- 6'S ® 2% MIN. \ a
NEW CARUS JR. w w rn
FF-_ 407.80 [NON-SPRINKLERED] o J - - �- - - w CD
Q
1200 GAL. GREASE SEX. 6'S I J
a INTERCEPTOR PER DTL. 1/C1.6 CIO
RIM- 407.60 - � -= �s - - S - - -> s . , ,.",, .
ai =
IE(IN)=403.80, IE(OUT)=403.70 I • ❑� " -EX F1H
2PVC VENT LINE TO BLDG. j
RIIh- 407.70, IE= 404.00 - w - - -� w - �-
\�. \�1,-
A: ai I tern j";
I W
JL AL Lll 1"L V11t1I11 1 a ,�� `
! REC.o Ir�-o � � `N 6 C `p eJ ^ rnv 1 fl 0 HORIZONTAL: NAD 1983/1991 ;� _ CITY OF
PF DESIGN GROUP, INC. 2 CKE COMMENTS PAD r3/24//08
14 0
f8 /PAD[ DESIGNED: L
1 REVISE PER CITY COMMENTS PAD PAD DRAWN: AD RENTON
CIVIL ENGINEERING &LANDSCAPE ARCHITECTURE '�6gtF9PADONE INCH DATUM
5212 37th Avenue SW Seattle WA 98126/gyq� TDG JOB# - PERMIT SUBMITTAL PAD 8 08 PAD CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
4/14/08 PAD IF NOT ONE INCH
phone 206.923.0590 fax 206.923.3507 email office®terraformadesigngroup.com 07029 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
an+r� - -
PE -
S/g - T' N.C. SOCK= HD
SCREW 1 Y4" LONG
(BRONZE OR S.S.)
Y2" x 2" RA'SF:; PADS
7,8ER
- 12 Y -
14" -
I
W•:
-'/,
I
.24" _
CAST IRON RING
NOILS:
1, 8" C.EANOUTS SHA_L 3E EA SL dORDAN IRON WORKS, NC.
Na. 3698 OR F4JAL. CLEAN OUT S-IAL'_ DE A WATER 7GHT ASSEMBLY
2. IN CNIM'ROVFf7 AREAS, PCI,R A I'-C" THICK( 0' SOUARE
CDN'CRETE, CLASS 300O3 FAD AR
CJND THE R NG ANC ':,U`dER.
'N ASPHA_T ROADWAYS. RESTCRE AROLND CLEANOUT R NG ANC
COVER AS RECUIRED 91 STANDARD DFTA11 'DRAWING OR36.
nA'F I RFVIGInN RY A5PR N1
CONCR
CLASS
2 T.GHT
P-uo
SFF : FIE;:
8 OR 6 INCH CLEANOUT
r'
C- -•!�����'
ADOPTED
CITY OF- RENT011
♦ r.- /I♦
'STANDARD PLANS
1
LBT DATE03/ZOOS
DWG NAME:
B076 1 SP PAGE: 3G76.11
CAUTION VA_VE BOX SHOULD NOT REST ON
PIPE. LATER COMPACTION IN AR_A GF VA_VE BOX
COULD CAUSE THE BREAKAGE OF 'HE SERVICE. w
FP.IVA TE -'L_MBING
-- S M
HE
N. r... ALL CON\EDT
12' MP.X. HERE
TI
�2" BRASS ''_VG
(THREAJED)
I ?ASS NOT ALLOV:_D
FOR IRRIGATION METERS
1 / CR„SHED ROCK BASE
L% 0 SUPFORT I.AU_-.
-1 /2" AND 2'� WP.-_ER SERE DETAIL
,q+rr�RIAL LI ST _FOR 2" SERVICE WTh METR QCAItJ IN RGE-T-vE-WA" 07--IND SIDEWALK DRILL l-5/6' DA. HOLE
FOR TO„CHREA:J DEVICE
1. 2" lapped tee or — ale, mete,.
a" icng X 2" all nipple with threaded ends (M!P').
3. 2" resilient seat valve with threaded ends, square operat rig nut and valve nu: extension if - - -
required !dwg BRA1/page EC90),
4. Twe p ec c .� 'cr vo ve box. Standard A, top —i-on with requIcr lase section, length to
fit, ' ug" tyo _ .
5_ 2" b ss rid (MIP" x FPT) 2 each 2'* crass or bronze nipples 6" length, threaded ends 2 (-Tw:Car RIB
eacF - -ass or b•cr.ze elbows t;IIT x 7 PT, 2 /2" MIN. FROM NE.ARES_
6_ 2" (F.<h ;', zerl pre ssion fitting, Ford CE4-66 a• equal. AAO FROST EDGE OF PIT LID
7 ?" -e:- type K or brass n"opies, langln ter fit_
6. 2' -��.. ,. ss 90' ell_
9. - .ttr t. a --pass Ford VHH BE-128-'1-77 (17-3/16") or McDonald brass
30
_ - 1 wings or '.r et, and angle check valve outlet. ball valve on byeoss
(-�stcrnsetter sha,l have vertcal -riet and outlet.
-- eade, to be supplied and 'nstaleete d in mr setter by contractor.
r
_r III be supolied and 'nstc led by Cl:y o` Reron upon p-yre^1 of all I ctec
- and =(actary pressu •e and pu•ity tests.
12 -auc'. rdl<i-States Plastics, Ira. 3,-- Set- Y5 ':'30-18 with 2" thick Ductie
,rd plate cave, 18'x3)' egcal to Nid-Stc:"- _ Irc. MSCBC-173C-R with
r: rill ed I for touchread pit !id, and meter
13, 2' _ 1 (compress. or X -IPT) w th 2" Plug (MIPT -14-66 - r or equal. Ine property
cwner i- aponsible for any necessary ccopto:ion or a,:-rr._r of water service.
MATERIAL LST FOR 1-1/2" -_ '-WAY SEFIND SIDEWALK
StR VICE WI'H METER CATEC IN R GH T-0
1. 2" topped tee on new water main
4" long X 2" bress nlpp e with t,recl ends (M.P').
3. 2" resrlent seal valve w-t, threaded ends, square opera Crg lot and Via e nu' ex[ensran
requred (dwc 3R46/page R090).
4. Two dead cost iron valve Sox. Staroard 8" top sector w th dose section,
ength to nit, type cover.
b. 2" X 1-1/2' -sss b�snng (MIP:
2 ea ar 1 I r bronze nipoies 6' ength, threaded ends •
2 e, 2" _- -: -ss or bronze elbows (FIPT x RIP6. essan fitting, Ford C84-66 or ecua.
7, - � t copse- typo K or brass a1.pp_es, lengcn to fit.
53411701
8. r.ck-joint 93' ell. for -ord 144-77 or equal.
9. - _ -tomsetter with by-pess Fora VBH 66-'28 x 13-3/16' or YoDdond brass, w,h
lianas,.
angle cal valve and padlock wings on in'et, and angle check valve outlet, ball valve an ayposs
with padlock wings. Custom set te" shod nc- .erticcl 'rlet and ou Ket.
10. Ril mete spreader to be. supplied c,d i,.-. dd n meter setter by cortractor.
11. Water meter shall oe supplied and "ns:alled 'I of Renton upon payment of al
related wdier nele• fee and satisfoatany r -'id pur ty fes-.s.
'2. '7"x30" equal to Vld-State=_ ?!as
tics. Inc ._--.as 6'SBCF 173C-18 with 7" thick Ductile
roll dornand plate cover 18"x31" equal t --rates Plastics, Inc. MSCBC-1730-R with
1-5/5" d•Illed ho'e in, teuchreod p'. r-,eler read id-
1-1/2' upl'na q (cornrill x FP') wits -'. ''2" plug (MIP";, Ford C-14-66 0• ea -I. hel-1/2" & 2' WATER SF,RVICE DETAIL
nx
property owner is resporsible for any recessary adoptotion or extension of water service.
LOCATED IN RIGHT OF -WAY
NOTE BEHIND SIDEWALK
SIFF BR41-TR ON METER BOX IN CR VEW'AYS `1
`r_- , ADOPTED
�' CITY OF RF.NTON
♦ !� I♦
STANDARD PLANS
EST DATE 04,/04
N NA.'•:1-. ,107.2 c:J DAGL' C-
_ _
CITY PERMIT #'S B080059 / U080012
DATE:
CARL'S J R- H I LLCREST SQUARE 1 /15/08
for FIELDBOOK:
CARL KARCHER ENTERPRISES INC. PAGE:
� DRAWING N0:
4525 NE 4th Street, Renton, WA 98059 C 1.4
WATER & SEWER PLAN SHEET: OF: 6
0 B i S- 34 Z01 0 -3 4-4 701 6s c'," a �