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OMM''NAULT
CD PoM -34522 47 SQUARE
IE 8'CONC.( =342.82 OIL SEPARATOR
4'x6.5'
TOP =34361 CBMH
IE.
" 6PVC((NE 340.01 RIM 34
PVC(SW� 339.96 IE 8-PV
I E 8PV
( IE 8 "PY
I
i (
EX 15' R.O.W. VACATED WITH EASEMENT
- -�- RIGHTS. & OTHER COND(IIONS RETAINED.
I PER ORD. 3894, REC. NO. 8503220480
(NOT SHOWN ON K.C. ASSES. MAP)
i
- ,,xa.,• >�: ,,e � �. � rd�^ as N` "*4T_�.
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Caa25� j _
45� -6075 SA Tk /L',�
ti= ?33503.653
1S103813?3
-
Rm, DEED.
ON
FEP. CORK C. N �E T pD. 54'i0b4l)
(SDFERGEDES
\
11 CH_NL 1o.1a
CL HNL 12 P1C(NW,E)= 358.38 �
,� J H LV H NU CB RIM= 365.56
IE 24"CPEP E)= 350.69 I ���� /
IF 24 "CPEP(W)=350.49 / _ � - �s2 \ IE B "OVC N = 363.86 _ / NCH LEGEND
IAWY Vi S J6p Pci /� / _- / / / �pHP I '
\ -' � EXISTING RElAOVE PROPOSED
Ss -35aso \ - P - \� o4p /°"'` �✓ s ASPHALT PAVING
C-L 72°FVC(E.W)=35C
GI t
�°�` i � r � CONCRETE PAVING
/ f LAW
( c \ 1
9" r. BUILDINGS \�
CONSTRUCTION LIMITS
o�wwaEVERS \\ ! CONTOUR (INDEX) -7X- -100 -
- -9e -- -9B-
3 SEARCHED AREA FOR MISSING STORM CONTOUR
DRAM STRUCTURE USING MAGNETIC
LOCATING DEVICE. THE STRUCTURE CURBING
1 PARALLEL \ .APPEARS TO BE BURIED. (NOT FOUND)
1 (BAPS \ ELECTRIC LINE -PwR- -PWR-
H�.1 N \ 1
\ -`� \ 1 • 1 \ 1 � GAS LINE -GAS-- -GAS-
'P 'E \ ; ° SO` 1 I 1 GAS VALVE /METER M - O q O
i \ \
� ° 1 o WooD E "'
-W- 10DEC
i
PINE `` - . 5
J 5
IE '2 "CMF(W) „1 \ �, s OVERHEAD POWER -OAP- --- OHP - --
in \ { II ^6 "CMP(E) 3665 N i -
UNDERGROUN POWER -uGP- -UGP -
`: 9 LF 6"
/ o' 1 ^^ PVC ®209, -`-� - - 1 ' SEE ELECTRI PLANS ROCKERY �
5 { 4° SSCO 1, 1 1 FOR CONDUIT BELOW
( i ^ RIM SIDEWALK
D iit UR X WG -4E- .0 ./1� < - STORM DRAINAGE. LINE SD-
❑ b 1 �°`..6•. IE =348.0 - ?° VENTS U 1 /' a c'> _ i 11�,,:�`p'l�': �e�`) SANITARY SEWER LINE Ss-
SEE ,4MECH 1 NO
1 0 <m LW�AI -81 77911/ AAr
1 \ I Gig 6 5 'A 6° SANITARY SEWER FIR 1 o rn n z
5 73 s Q RIM GRADE GARAGE FLOOR DRAIN 1 ' z a iJ�1YJ�J1Y PIIpPIf 1JII�;S lyJ SANITARY SEWER MH /CO (S) .. o ® •
-34253
342.53 4'i 1E =34I 6 d sa� SEE MECH'L PLANS U r
50.0 o y om I%11 jodp1 12'1r ,
P -
STREET LIGHT ASSEMBLYO --�
Ii VAULT \ LF 6' F - 1 1 cas METSIR w /clwINUNK STORM CB /MH
( II OIL ORP.GE TANK 2�% 1 c, ' FENCE P,OTECTION :722780 -0425
So SEE DETAIL 71
UTILITY X -ING ^�� k N TELEPHONE UNE T- -T-
6 SD IE= 346.98
SS IE= 347.80 - - -; ,1 R D TELEPHONE RISER /NTH ❑ OT • OT
LF It 6" SIDE SEWER 1 NOTE: CONTRACTOR SHALL COORDINATE
_ WIVc - \ 5° SSCO SEE MECH'L P 1 I W( TI$ CRY OF.RENfON U11" INSPECTOR, TREE W /PROTECTION
so I ZU N OIL, WA 6 RIM To GRADE REN TON TECHNICAL C[111 EGE AND ADJACENT
( S 44ERATOk - \ IE -347.0 L t PR78M OWNERS 48 HOUR,4'PRIOR TO -: WATER METER/VALVE /FHT�.oa� ®►4�-
-ING ` i, " CLEAN CHECK 6° WATER MAM� WATER FITTINGS
( L 1- PVC BACK WATER VALVE .. -.
' 1 PoM=348.75 SURVEY BENCHMARK
I iS` I EIM O IE= 345.04 OR APPROVED) NOTE SEE ELEC'L PLAN
- I I <
F.F. LEVAa0N =370 6
EDUAL INSTALL CONIC. 1 � 3;0 FOR SiiELIC#lRNG c RIM= s 67 SURVEY MONUMENT ® FOUND
COLLAR AND C 0 RIM.. } IE s °wc) 367
v 1 it
ASP qu� \ �` y.� ✓ ; UST / 3` vnrH:TRA INTERCEPTOR SWALE
Ei W/ ROCK CHECK DAM
t t 1-STORY �1 L o I SHORING PILE
WOOD-FRAME \P``C�
ie3v17o1 i I 3a6 s , 1
BUILDING SAWCUT LINE
(DAY
7308292408 1 iI _ 1.
SILT FENCE
1 /RENTON TECH. I , - `~ \ ,.}1 t , ® „ STORM CB W /PROTECTION
suRMLV BRASS ,� I I - ` o I
w
CAP POINT 98 IE RIM-(W) =34
\ RESERVED FOR: � I�
\ \ LAWN.
\ "DEC _. _- \ O \; ij% \� �. �✓ r�C ,�� ?yam -` �C'\
\ J
2,$iE 2°FIR \- =
(tYP.
\ EXIRUOm CURB __� I \ /' "? tl.... _� 3S,
\� \ \ \ �` ` \ \ ?
\ V
AQ PINE
PL
CB RIM = 34109
IE B "PVC(IWIW)= 340.34
`f RED FIRE ME
_ ROOF PP1Ni ONCURBS
PLANED AREA R.O. CVERHAN; R.D. R.. \'� \` -�\, `\ '1 1 GR�S 1 L
i
r2 5' WIDE �I4' WIDE CB RIM 341.94 `14� WIDE GATE
ENTRANCE ENRRACE IE 4 "CPEP((WNW)= 339.94 ENTRANCE CB RIM ...... I ry
FF= 342.68 FF= 342.69 IE6 "PVC(S)= 339.54 FF= 342.35 IE W)=,39.2 8 J \� '� \ s\
IEB "WC(E) =33944 IS "P/C S)=339.28 �s? A UGP' a \\ 1
1 -STORY CB RIM 34587 \'yG'.y ❑. 1. - �'%rB \ \\ \ \ ,2" 3 'DEC
WOOD BUILDING o IE- 8 PVC (NE)- 343.57 \ I r \ \ \ ` I 1
BOTTOM- 343.07 \ .� I ,1. 1 , t Call
LJ�2Yl�- _342 before you
JrAV- 0,7]911/ #-/A 7' ° o yDygy�
SDMH -RNA 34581 1 I 110 1 1 1°°��•
P-gWrViV dIBMI N-01 RA 2 SEE DETAIL E 18'CMP(NW)- 343.71 11! ASPHALT v { 1O o I 2 " -3
W yy �p4 IE 8'Pd (SW) 343.21 `
SAND IE^IB "CP(S) 343.01 111 I ii, `, , I 1 -800 -424 -5555
UNDERGROUND SERVICE (USA)
ti� po RENTON TECHNICAL COLLEGE SHEET
CO4JGHLIId PORTERLU�IDEEW S.M. Stamper Architects, Seattle, Washington 98101
� ;? � '
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET -SUITE 300 P: 2061343-046,0 43 -0 4 60 .p 26577.9 C4.0
SEATTLE WA96101 F: 206/1 SEV 343 -5691 7st5a j�rTli j` J PT AN
EXPIRES 01 /23/2009
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