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WEST ELEVATION
IN0. I R E V I S 1 0 N I BY (DATE
SR 685
T
l
DENNIS T SU, AIA
ARCHITECTS/CONSULTANTS
7025 Seward Park Ave. S., Seattle, WA 9Q,118 206-725-2129
Ili N Igo w I i o
NORTH ELEVATION
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PLAN S
1/1 C I =1 DESIGNED
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Contractor :
Cheung Construction DRAWN Owner :
Summ's Inc. RECOMMENDED a `
GG W!L$HINGTON 675
Garden Ave. N. Renton Washington APPROVED LEGAL
DESCRIPTION LOTS
18, 19 AND 20, BLOCK10, RENTON FARM PLAT ADDITION GENERAL
NOTES ZONINCz
B-1 BUSINESS & R-4 RESIDENTIAL MULTIPLE OCCUPANCY:
B-2 DELI AND PUB CONSTRUCTION
TYPE : V-N CITY
6F RENTON RECEIVED
JAN
2 9 1988 BUILDING/
ZONING DEPT. DATE
SITE
PLAN, GROUND FLR PLAN & NOTES -JtA\'H SCALE:
Park
Ave Deli & Pub F1LE:e)7-c-t 530
Pelly__Ave N. DRAWING NUMBER Renton,
Washington 1 of 01_
006_Sff
DENNIST. SU, AIA
ARCHITECTS/CONSULTANTS
7025 Seward Park Ave. S., Seattle, WA 98118 206-725-2129
I N0. I R E V I S 1 0 N I BY IOATE
SR 685
OFLA \4 vj I Kr'
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I
I
1
SITE PLAN - CIVIL & LANDSCAPING
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CQ'' I !4
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1I1i
THAN ROT f y
t*
MAX
NTAI t Z
EVERGREEN TREE
SECTION
Contractor: Cheung Construction
Owner: Summ's Inc.
675 Garden Ave. N., Renton, Washington
C' MCA 1=
DESGtiED -
5 Site Work
ORAVNN
1/ S C A L E:
RECOVVENDEO
64, Imo'
APPROVED
1
SHRUB
SECTION
z `5 CA
Park Ave Deli & Pub
530 Pelly Ave N.
Renton, Washington
i
1W
CITY OF RENTON
RECEIVED
JAN 2 9 1988
BUILDING/ZONING DEPT.
DATE
6
FILE 7-C-t
DRAWING NUMBER
C10- 1
cu-oob-gy
FOP AL L O TPC-,q SEAIM CONNEC7/DNS/
G2E 5E 7RAP5 ETC, NOT SHOWN PARK AYE. OFL ISEEA,PCN. f MECNAN/CAC PLANS. ( UNDER CON57RU 7/ N)
rim
CATCH_ _BA_& v-e (TYPE 1!-54"¢)
RIM 28.42
NV. 8"4 Z4.7.5
INV. /8"¢ 24.7.5
OVERFLOW Z6'75
C o
EX. 12'AL L E Y TO 8E SURFACED
W/ 2`CL. 'B' A. C /N THOSE 42EA5
WI-1/0N ARE NOW 62AVE1- ALONGr
EN71,2E PROPE2T Ce01V7A6Ey
50 2g IWATC N EX- ALLE y GRAOf - TO ORA/N.
NEW 6"0 PvC. 45TM-3034 28
OPE
S/DE SEINE201, v)
EX. 54N. SEWER000,
2, 140- ti
S- EXTRUDEC C.EM. CONIC. -, i
CURB
PROPOSED BUILDING)rrLi
FIN/.5/1 FLGIOR 28 75 j
5' 45 - - 14 /8 - 7 i
Z4' 17'
r
3 113,
FOR i I
oWNsvou T5 / 5 ' CEDAR FENCE
J
EX. C.B.
CONC. WAEEL 570,0
TYP.) / Z9
h
r`
R/M 26 70 <ADJUST TO GRA
NV. e"d (N) 04-70 (PVC.)s
E)
os
1NV 8"0 (5) 24 70 (C.M.P.)
x
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R/M 2790
IN y. /8 „¢ 25,05I00"-18"Q L.M.P. C'0•S:
A E E5LLy7 _ _____
REGRADED /0'
NOTE•' EX. C-B. AND 905. D.
TO BE CLEANED 4I \; FL U5HE0
70 t ,
NEAREST PkE NYDRANT
3E611V5O'WK
REPCACEMftyl 11
140-' 4II Lj
REMOVE
AND REPLACE EX . 019EWALK
AND OR/ VEWAY. C.B. # (Type /-C) W 0 MATCH
S/DEWALK GRADE If RIM Z7 ZO /5 ' IR Oi v NOR71-
1EDGE OF EX 15 'ALLEY. INV. 8 "0 25 25 D'RVy
REGIPADE ALLEYTOPROVIDEA5MOOTI-
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8 "
0 C. Al. P. C@ EX.d
6 C R/
M
26.70 (ADJUST TO GRADE) NV 8"
0 2470 CATCH BAS1N"2 (TYPE JLC -54"0) RIM 28-
4?4 11VV. d'
a 24.75 NV. 18'
0 24- 75 OVERFLOW Z6.
75 PLAN- 1, =
20
PECLy AVE
NO2TI-1 EXTRUDED CONC.
CURS (TYP) PROFI L
E 5CALE HORIZ. /"= ?
O' VERT /"= 2'
NoTES• 1
SURVEY
ANO ELEVATIONS FURN/5,YED ,BV A2CN/rEC7 Z. 3/
TE ANO AYOU T 0Fe 517-E PLAN By DENN/,5 T 5U A/A. SEE 517E PLAN
FOR DE7A/L5 NOT 5140WAI R E V
I S 1 0 N BY GATE NEW GRADE TYP.)
EX. CURBS
GurTEQ
Z4 Z Z
21
20
DENNIS
T.
SU,
AIA ARCHITECTS/CONSULTANTS 7025
Seward Park
Ave. S., Seattle, WA 98118 206-725-2129 C/W LADDER
EXTRUDED CEM. CONIC.
CURB I
NEW PA V'
T - o,J, on,'
G B"
W/DE
Of D c ea
2"
OUARRV 60
a 5PALL5 FOR WALL
0RA/A1A6E ,).
N 3' FENCE NOT
SHOWN
ROCK WALL C
2 - 3
MAN ROCr-5) NT = Z'- Q
1 SECTION "
A 2'
NOTE- ROCK
WALL
TO BE U5ED ALONG SOUTH PROPERTY L 1AIE //
V THOSE ARE45 WHERE NEW &W6 WOULD
ENCROACH ON ADJACENT LO7. r
v.An. >
rGaare DETAIL'.Jlo.5
BOLT OR WELD CiJAIQ TV rVAME METAL BEND 5LVPORT
51D. C6 51-
E175 5TEFt3 `BALL BE -
O/EQFLOW ELEVATiUIJ IMC-LU DED)
v.lo' MAX.
PTESTRICTOR Ac-o)
EMBLY - 6VoLfT SEE GU --AIL
5.44. - E5AQD STRAP W/GAS 0 T OUTLET PIPE- y
COl.1TIWr-
PIPE TO 15[ Cr-) DCAAAJ5TREAM INV'
RT ELEV.
24OF RJ 1RICIOR 24'
MIN. ' N IIJSTALLL111U1J
Re5T1ZICT0R PLATE -
OPE U
OR APFTX)
G[2 USTE LY - 5RED ORIFICE CUF I
J PIA-E. TYPE 1T
Ga MIN.
5 SIZE \.A2IE5 5E E
DETAIL- 3.
2.4 NOTE INSTALL LOCICIFJG FQAKAE
AND
LID IF NUT IN5TALLED IM
FOUED AREA OR IF UN IT 15 NOT TO FLNJGTION AS
C.E.OLYMRC F-OUNDRY#M41 MWF0R E0LIAL. SITUATE CB TOP AIJD
FRAME i CaIZAT E 50 RESTRIGT02 DEVICE L5 V151f}LE
AT EDGE OF OPEIJIfJG AND DIRECTLY OVER LADDER. ALL
5MEL FARTS AND
SURFACES MUST ESE GALL/ f- COXED WT1I-1
1roPLIAL7(fPC-ATMCKfT IOR bcnj1-R) DETA IL ti RESTR/
CTOR A/T5, LOCKING FRAME
00 PER
OL yMP/C
F06'NORY EL. Z8.42 M4 30 0/TOREQUALd• 0 O OVERFLOW
EL ZG•75 °
D O5 ° /8'0 C.M.P. & 0.5% o. (MIN) .• 8 14
C.
M.
P 0.5010 RE57RICTOR /N5TALLAT/
01,,1
PER CITY OF RENTON 570,5.
W/ LIFT GATE R/M EC Z8.
42f 6" 4 /NV. Z4.
75 o o 4 4
0 N
0.
a-
0
o o
o
N
o:
i
v oo. SECTION
C.B.a
2 Z' Fe0.510N CONTROL
U,
SE FILTER FABR/
C @ TO CONTROL 5ED/ME1YT,5. ATTACH FABRIC TO 2"X4" STAKES
DRIVEN 10"M/N. INTO 6/20UND. LOCATION AND EXTENT OF F/L7ER
FABRIC SHALL BE DETERMINEO BY OWAIEC AND CITY /N.5PEC70K. PROTECT
ALL DRAINAGE 5T,?UCTC/2E5 A5Y INSTALL/NC F16TE2 FABRIC UNDER ALL
C.8. GRATES. 5ED/MEA/74710111 CONTROL TO L9 E C0N5
TeUCTED PIP/OR TO ANY O TNER WOPK NEaPRENE- GA5K£T a
e
FRONT 51
DE
LIFT
GATE V iR
VPP SLOPE
6 t
TYP.
I , JOINT EXPANSION
JOINT (TTP)
is
T -' M/h
bENERAI
NOTES `°
D• - 0"
a" y4{ 1.
DUMMY JOINTS
SMALL
NOT BE LESS THAN 3/16"
IN THICKNESS V AND SHALL BE OF
THE SAME DIMENSION 4$ THE CURB 9
GUTTER EXCEPT THAT 30+ EXPANSION JOINT(TYP) IT
SHALL EXTEND ONLY
2-1/4" INTO •M GUTTER SECTION. SEE CITY
OF RENTON
STANDARD VAR. VAR. DETAIL FOR DEPRESSED EXPANSION
JOINT DRIVEWAY CURB
9 GUTTER - TYPE D. 10% MAX
SLOPE 10"
SECTION A -A
STD.
COMM. DRI VrWAY
N.T5 sus scaews
W/lF ;
cxluc uuls MATERIALS R 16, ALUMI
NUM ,
W/ CLOSED CELL NEOMCNE PER
I \ 115TM 105(v (
v-7 C 4EMIC41- J RESISTIWT (OIL UaEASE),
INVERT \ i/ OZNE IZE54STA1JT,
Col'TO.
250 F 5ERVICE TEMFERATURE. RE51-
RICTOR LINFF 51441-
1 ESE CfrG- N.500h ALCLAD ALUMIKJUM.
Uf'T GATE A55EMBLY
LIFT (-,ATE A%Emb
UNIT W
rM OF
SIZED MAGUIF OPJF`ICE )
RE5TRIGTOR UMIT
DETAIL ti-
LIFT GATE
NTS GENERA L NO
TES.-
1, ALL WORK AND
MATERIALS SMALL BE 1N ACCORDANCE WITH 1961 A /,Y.A, STANOAlIDS AND SPECIFICATIONS AND CITY
OF RENTON REGULATIONS AND REQUIREMENTS AND SUBJECT TO APPROVAL AND
INSPECTION BY CITY OF RENTON. 2. LOCATIONS OF EXISTING
UTILITIES ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY THE EXACT LOCATIONS SO AS TO AVOID DAMAGE. 3. THE
CONTRACTOR SHALL
NOTIFY EACH UTILITY AND COORDINATE HIS WORK SCHEDULE WITH THE CONSTRUCTION OF
POWER, TELEPHONE, GAS AND CABLE T.V. FACILITIES. 4. All STORM SEWER
PIPE SHALL BE P.V.C. AS NOTED ON THE PLJUIS. GASKETS ArRf REWIRED FOR ALL STORM
SEWER PIPE. S. All PIPE BEDDING
SHALL BE PEA GRAVEL 6" OVER AND UNDER PIPE. ALL PIPE/TRENCH BACKFILL SHALL
BE COWACTED TO A MINI" OF 951 OF MAXI" RELATIVE DENSITY, 6. ALL
TYPE 11
CATCH BASINS SMALL BE CITE OF RENTON STANDARD PLAN 010, 60 AND ALL TYPE I -A
CATCH BASINS SHALL CONFORM TO CITY OF RENTON STANDARDS AND SPECIFICATIONS. 7, CATCH BASIN
FRAMES
AND GRATES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING. S. EXTRUDED CEMENT
CONCRETE
CURB SHALL CONFORM TO CITY OF RENTON STANDARD PLAN NO. IA. 9.
ALL SIDEWALK SMALL
BE TYPE B A.P,W.A. STANDARD PLAN 40. 14. 10. ALL BUILDING DOWNSPOUTS
AND FOOTING DRAINS SHAH BE CONNECTED TO THE STOW DRAINAGE SYSTEM. 11. PRIOR
TO ANY
CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS
MUST BE CONTACTED AND A PRE -CONSTRUCTION MEETING HELD. 12. ALL
HORIZONTAL AND
VERTICAL LAYOUT AND CONTROL SHAH BE DONE BY FIELD SURVEY. 13. AS -BUILT
PLANS
AND RECORDS SHALL BE FURNISHED BY THE CONTRACTOR SHOWING ALL DEVIATIONS FROM THE APPROVED
PLANS. 14. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
15. UNLESS SANITARY SEWER
IS P.Y.C. THE SEWER LINE WILL BE CORE DRILLED FOR SERVICE. FRAME AND GRATE
SEE
DETAIL 3 <o
5 6" R15ER SECTION Ua
i-AD,IUSTMEIJTS
2 XAX6 SLID BRICK
CAN BE U5ED FOR FINAL ADJUSTMENT
TO AMAX[ MUM LIFT OF(
0'. 12" RISER 5E.CTION 6,"
REDLrAWi TOP 5LA5 FT
E ST E SE.
CTIOIJ F'(F'G S1LG /nln
f'IF'E CtJiPJ KCE AIIJCiE ID F3E LIMI-1-
Eli 0, KIVOCICOUTS. 1p4MUM PIPE 51ZE Ili'
DIAMETER.
1 ' 2" CGwJP DEP711 CC .
B " ASPNAL TIC CONC. Z " COMP. DEP71-1 CAO
5UJPF. TOP CJPSE ( S/e =J 2T1z"COMP. DEPTH CR. SUer
8A5E CPSE C/I1Z'--') PIT RUM M/A7ER/AL
A JPEO'O. TYR PAVING SECTION N TS.
DESIGNED Contractor: Cheung
Construction 1V.
EMCI-
L. DRAWN Ownere: Summs Inc. RECOMMENDED
675
Garden Ave. N , Renton,
Washington
APPROVED CATC14 545/N TYPE l-C
ti.T5 Z - I I PARK
AVE. N.
E111110
Sar
El
h PECLY AVE. /
V.
11
L111
I
I; WELL5 AVE
Al. VICINITY
MA P
I if = 200'
4E6 4 L
OESCR/PT/ON:
40T5 /8,19 $ ZO 3LOCK /O
RENTON FARM PLAT AD017101Y R. Nf4, BENCAI MARK: C/ry
OF JPENTON BM. *1059.
ELEY. 299G. CN/SfLEO S0UA ON IV02TAI EDGE OF 51DEWALK ON EA57 510E OF
EXPANSION 01N7 A @KEN'P4'4 S1DE OF N. 5TA/ JT. 70'
L FROM WES7 MARGIN OF G APR a L 1988 13UILDING/ZONING
DEPT. Utilities & Storm Water
Detention Plan DATE
MARCN 30, /968 SCALE: 45
SHOWN
Park Ave Deli &
Pub
FILE: 530 Pelly Ave, N ORAVVING NUMBER
Renton, Washington C1 of 1 C
U -00 b I-9f