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011r OF "TON DARW
%IERTIM CONTROL FOR DDS TOPOCRAP14CA SURVEY IS
BASED UPON CITY Of RENTON NETWORK CONTROL
MONUMENT Mo_ 1919
'r�i ELEVATM =236.647 FEET NAVD 19M ( 72.130 METERS)
CITY OF RENTON LAND USE ACTION NO. LUA-02-000-SHPL
W "Now
S, CITY OF RENTON LAND RECORD NO LND-20-000
ST
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VICINITY MAP 4 V Y.
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NW32'1 4 V(R)
260.02' M
0 20 40 60 80 100 -' 1
r fR
vc C!-w- - v-7,v 25996
t4 T P/ Me.
640 AV
410, 4
CN w20'
C-4 .36.11
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44
C*4 C14
i4
11 N81r 40'51 V(R)
4P - - - - - i__
259.96'(R)
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0
-4
r
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coot4 O40
IN
,\jaG 424 'Trpnrh Dram See detail thi-r, Mt
4PG NEW W METERS -
Ok- (LOTS 0 J2)
N W48*33" w 140.01' X,
N IN' 114
ROCKET
BLOCK 46 �1�119
(x
MAX EIGH
LOT 11 PARKING AREA C%q; 07u!
(4) 9'x20 PARKING ST�LL
r
15.0 Z
' R r ------ umm.. C,4 C)
:12
LOT 2'
64.1'7.22
STEPS
''0.15` ACRES*
LOT
�7447.13 'SIQ. FT.:± - -.,B U1 L D i N 0
0.17 ACRES±
v
ELOPE
NW48'33*W in
at 11 d
0 I 1.,110, 1 11� /. 90.29'
NJ
Plp STEPS
V1 lio). r
0206
G LOT #3 PARKING AREA
140- SIDE WO EASEMENT
'4
AREA
/*
ExIStINq'1)RIVE_*AY 10
TO OE 4EVOYED
TYPICAL 'fC-;;ri 6- xC
S. LINE OF L07 46 __ - -- ! / /
A5
opto. W
'751006 00, .40 pvr-uq IC
r •
kf,, M, XIST r%,,# el CSiS
('11 f
R/W
51.90
111, (.4 vA! rry Rp* fl*: Crc. 40 vlfm6f %!-44
7,
"S W48'33- E(R) 140.01
259.79'(R) 15"A6" t@@
--- 1___A mi
N"W 3 f� D
(VACATED)
. ,.Mob
PR cc�
C 36
�,,q4G COU420
t4o•
10' PRIVATE SIDE SEWER
EASEMENT
EXISTING .8.
P% 0 0015
4,0
LARRY E. STEWARD PE
u7n " mmoum" m
ISSAQUAH, WA "027
'via a 06 a jw PAX 423-312 -0342
llivow lea? • pe PHONE 423-392 -0342
I III B-MAIL hall a a it 81 m I Amm
% fb i
RIM 98.0
INVERT 95.0
NEW DRIVEWAY APPROACH
'ACCESS TO LOT #1 AND 12
(PER C.O.R SM. DWG. F006)
BASIS OF KAJW =
"011ES,
1HE BASIS OF BEARMS FOR US MAP IS BETWWN THE FOUND MONUMENTS ALLONG 7K CENYM11NE
FIELD MEASUIREMENTS FOR T##S SURVEY PERFORMED NTH A 10TOtON GTS 30
OF TAYLOR AVE. NEW KAR11NC W-010 42"I1 PER RECORD OF SURVEY AS RECORDED IN SM 135 OF
NSIMMNTJRY TRAIYERSE METHODS AND MEET OR EXCEED ACCURACY STANDARDS
SURVEYS AT PAGE G.AS SHOW.
OF 1 :20.000
LEGAL DIESCR11PTION.-
THE EAST 140 FEET OF W SOUTH 120 FEET OF BLOCK 46. N_H_ LAT1MER"S LAKE WASHINGTON PLAT,
VERTICAL. CONTROL FOR THIS TOPOGRAPHIC SURVEY IS BASED UPON CITY OF WON
ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70; RECORDS OF KING
NETWM CONTROL MONUMENT NO. 1919
COUNTY. WASHINGTON.-
ELEVATION • 236.647 FEET NAND 1968 (72.130 METERS).
TOGETHER NTH THE NORTH 30 FEET OF VACTED, NORTHWEST 3RD STREET. ADJMING.WHICH . UPON
COPYRIGHT BY CROWS & ASSOCIATES LAW SURVEYING
VACATION ATTACHED TO SAID PROPERTY BY OKRATICIN OF LAW. PURSUANT TO CITY OF RENTON
ORDINANCE NUMBER 3246 RECORDED UNDER RECORDING NUMBER 7810061018
SITE AWKSS
307 TAYLOR AVENUE NW
RENTON. WASH 98055
LOT 1: 7.689.09 SO-FT. PLUS OR MINUS. 0.18 ACRES PLUS OR MINUS
LOT 2. 6.241.49 SOFT. PLUS OR M10AS. 0.14 ACRES PLUS OR MINUS
LOT 3. 7.070.26 SOFT PLUS OR MINUS. 0.16 ACRES PLUS OR MINUS PIVC
I
J-
TOTAL 21.000-84 SO.FT PLUS OR MINUS. 0.48 ACRES PLUS OR MINUS 15' VERT CURVE
G =17%
LOT AREAS PTVIC STA. 0+31.5 PCVC
�.T �t FE
NOTE: COVER CATCH BASINS WITH FILTER
FABRIC DIVRING CONSTRUCTION
inejo� ieq, 1+�
EXTENDED TO DAYLIGHT
INTO EXISTING DITCH MIN SLOPE 0.5
5-RADIUS
NVER.L-94 5
EXISTING DRIVEWAY TO LOT #3 TO
BE RECONSTRUCTED TO PROVIDE
12* MIN. WIDE ACCESS
EXISTING ROADSIDE. DITCH
BE REGRADED
EXISTING FIRE HYDRANT
NOTE: RETROFIT FIRE HYDRANT WITH
"STORZ FITTING"
STA A ult.)v e= 0.3 STA. D+ 24
ELEV. 99.04 ELEV 97.91 ELEV 97.76
105 105
15% DR IVEWAV CPA ........
--C
� - � TAYLOR -AVE NE
=
.100 100
-4 mdomm
96 60 46 20 0 96
HORIZONATAL SCALE 10=10'
VERTICAL SCALE 1"=10*
DRIVE PROFILE AT TAYLOR
fi+i�
GRADE 60 REBAR (TYPICAL
rX YUPIC A-X74-1 I - TRrNQ4 GRATA,_
RATING H-20 WEIGHT 32 LOS PER SECTION
0.25-XI-XI" STEEL ANGLE (BOTH SIDES)
T-\1 /2-X2- STUDS 0 12- CENTERS
CAST IN PLACE CONCRETE CULVERT PIPE
TO EACH END AS CONCRETE FOR TRENCH DRAIN
CROSS SECTION TRENCH GRATE DETAIL
NOT TO SCALE
S _���0� �C 4h�ry
3
f
54�s,
�v�a
P
.&Meg
V. ft.6 Aw
ti RECOMM QN NDED FOR APPROVAL
BY: DATE:
C0
BY: DATE:
11714
" 19T14
BY: DATE:
�qj 0 H BY: DATE:
L
�--� -- � ; », r 121OW3=
. .- _.__...._ .._....__..._._._. _._.._......._�. - ...... _ .._ ....... _. �.._ _. __._. _.._. _ ._ ..� .... _ . .._.._ _ ���: ' r CITY OF TROY JONES SHORT PLATImmawl-
GRADING, DRAINAGE AND LMLITY PLAN Awl
::��. RENTON
aw TROY Jomm
307 TAYLOR AVVM NW TED 40.9x47
Planning /building /Public Works Dept.
1W ceo R017ON9WA 91053
NO. REVISION BY DATE APPR SCANNED NOV 7 2003 425-417.1591
�'w -j?a 4d 7610. is fr� a / f rtt a of � � T E 4 0 3 01 4 7
OIL
KVLL 'I i91 FR V�3�
f
AETER
I
J-
EXISTING FIRE HYDRANT
NOTE: RETROFIT FIRE HYDRANT WITH
"STORZ FITTING"
STA A ult.)v e= 0.3 STA. D+ 24
ELEV. 99.04 ELEV 97.91 ELEV 97.76
105 105
15% DR IVEWAV CPA ........
--C
� - � TAYLOR -AVE NE
=
.100 100
-4 mdomm
96 60 46 20 0 96
HORIZONATAL SCALE 10=10'
VERTICAL SCALE 1"=10*
DRIVE PROFILE AT TAYLOR
fi+i�
GRADE 60 REBAR (TYPICAL
rX YUPIC A-X74-1 I - TRrNQ4 GRATA,_
RATING H-20 WEIGHT 32 LOS PER SECTION
0.25-XI-XI" STEEL ANGLE (BOTH SIDES)
T-\1 /2-X2- STUDS 0 12- CENTERS
CAST IN PLACE CONCRETE CULVERT PIPE
TO EACH END AS CONCRETE FOR TRENCH DRAIN
CROSS SECTION TRENCH GRATE DETAIL
NOT TO SCALE
S _���0� �C 4h�ry
3
f
54�s,
�v�a
P
.&Meg
V. ft.6 Aw
ti RECOMM QN NDED FOR APPROVAL
BY: DATE:
C0
BY: DATE:
11714
" 19T14
BY: DATE:
�qj 0 H BY: DATE:
L
�--� -- � ; », r 121OW3=
. .- _.__...._ .._....__..._._._. _._.._......._�. - ...... _ .._ ....... _. �.._ _. __._. _.._. _ ._ ..� .... _ . .._.._ _ ���: ' r CITY OF TROY JONES SHORT PLATImmawl-
GRADING, DRAINAGE AND LMLITY PLAN Awl
::��. RENTON
aw TROY Jomm
307 TAYLOR AVVM NW TED 40.9x47
Planning /building /Public Works Dept.
1W ceo R017ON9WA 91053
NO. REVISION BY DATE APPR SCANNED NOV 7 2003 425-417.1591
�'w -j?a 4d 7610. is fr� a / f rtt a of � � T E 4 0 3 01 4 7
OIL
KVLL 'I i91 FR V�3�
f