HomeMy WebLinkAboutR-41660453' RIGHT OF WAY
r� 5' WALK 8' PLANTER 24' 8' PLANTER 5' WALK
�Y 1, STRIP 12' TRAVEL LANE 12' TRAVEL LANE STRIP
6„ 6„ 1'
O Illiillll�lllll�llllI
41 4" THICK CEMENT
CONCRETE SIDEWALK WITH 4" 4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)-
I__I CRUSHED ROCK BASE 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
W (BOTH SIDES)
4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS -
A -A
NOT TO SCALE
35' RIGHT OF WAY
10' UTILITY 20'
EASEMENT 10' TRAVEL LANE 10' TRAVEL LANE
1'
n-I -
2% 2%
NEW CONC. CURB & GUTTER \
PER C.O.R. STD. PLAN 101
(BOTH SIDES) 4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)-
2 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
IIr 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE —
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS -
LL
B-B
I
r
NOT TO SCALE
O
-DEPRESS CURB AT SIDEWALK
RAMPS AND DRIVEWAYS
NEW CONC. CURB & GUTTER
PER C.O.R. STD. PLAN 101
(BOTH SIDES)
8' PLANTER 5' WALK
STRIP
6"
6"
AS -BUILT OVERALL SITE PLAN
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LEGEND
BOUNDARY LINE
EXISTING SECTION LINE
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
PROPOSED CENTERLINE
EXISTING CENTERLINE
PROPOSED LOT LINE
EXISTING LOT LINE
PROPOSED EASEMENT LINE
UE
UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE
ESMT
EASEMENT
SIDE
PUBLIC STORM DRAINAGE EASEMENT
SSE
PUBLIC SANITARY SEWER EASEMENT
L/S
LANDSCAPE
R/W
RIGHT-OF-WAY
S.F.
SQUARE FEET
AC
ACRE(S)
TR
TRACT
N
I
30'X30' U.S.WEST
EXISTING
EASEMENT LINE
EASEMENT PER REC. NO.
EXISTING
DRAINAGE EASEMENT LINE
#20000201000940
EXISTING
WATER EASEMENT LINE
0 25' 50' 100'
Ong
PRIOR TO COMMENCING ANY OFF -SITE
WORK, THE DEVELOPER SHALL ALL WALKWAYS THAT
COORDINATE ALL IMPROVEMENTS WITH CONNECT EACH INDIVIDUAL
THE MOLASSES CREEK HOMEOWNERS , LOT TO MAIN SIDEWALK WILL
ASSOCIATION FOR IMPROVEMENTS BE COMPLETED AT THE TIME
OCCURRING OFF -SITE. OF HOME BUILDING.
EXISTING CHILDREN'S
"--4" THICK CEMENT PLAY AREA 30 \
DEPRESS CURB AT SIDEWALK CONCRETE SIDEWALK WITH 4"
RAMPS AND DRIVEWAYS CRUSHED ROCK BASE
ACCESS, LANDSCAPE, PARKING,•��/J^
MINIMUM ROAD SECTION: EMERGENCY TURNAROUND &UTILITY AP
4" MIN HMA OVER 6" MIN. EASEMENT REC #20000201000940 . +. K .. \� k� y^1l REFER TO CHANNELIZATION PLANS
c
CRUSHED ROCK -RADIAL 9 x23 �` \= PREPARED BY TENW FOR WORK
-- , M PARKING STALLS �0,.. ���5\� .:.. /� , �x WITHIN WA-169 R/W
N 25 x 10, swE _ ,�� TRACT A WioE \ , \ \ .. q
\ OPEN SPACE I✓ON�RF . 169)
--- `:. TR Go�`�° \ 2 WAS \ Z
SYMBOL INDICATES ROADWAY
OPEN \ 2217 SFp tilE
J 40' RIGHT OF WAY MONUMENT TO BE INSTALLED AT SPACE
ALL PC'S AND PT'S AND
w I 5' SIDEWALK 20' DRIVEWAY 5' SIDEWALK INTERSECTIONS ALONG ROAD A \ 1 / 7 WIDE CONCRETE TRAIL
10' UTILITY
EASEMENT
6" 6"
1.5% _
4" THICK CEMENT —j
CONCRETE SIDEWALK WITH 4"
CRUSHED ROCK BASE
(BOTH SIDES)
NEW CONC. CURB & GUTTE
PER C.O.R. STD. PLAN 101
(BOTH SIDES)
NOT TO SCALE
7' WIDE TRAIL
8 PLANTER 0 2219 SF 3
STRIP \ / 2217 SF 7
10' TRAVEL LANE 10' TRAVEL LANE 6" 2282 SF
' / I , I a—
7 GRAVEL \ :. P \ / v 2 8 �.. `. •. A
6„ WIDE TRAIL 45 \ I 2240 SF TRACT A' 4
2% 2% _ _ _ _ _ I �� 3955 SF \ " 2219 SF 6 I OPEN SPACE A'A \ 10 PSE EASEMENT
PER 93122416 7
2112 sF 4 �,,,
44 .. I I 7' WIDE ,
n: 2678 SF �' 8' p I 9 CONCRETE 37.5 15 DRAINAGE EASEMENT'
R-14 lq'V 2240 SF 18 TRACT D PER 9305031378
DEPRESS CURB AT SIDEWALK — — TFR 5 I TRAIL 2407 SF I w OPEN SPACE
RAMPS AND DRIVEWAYS RC — -ti 43 SF is 2157 SF I N ER EASEMENT
4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2) \ \ ; 2354 SF 42 \ j`3R0 p� \ I 10 ,.. 17 I a 10' UE (TYP.) I PER 97 80663
2150 SF �` I 2240 SF 2406 SF I 0 10' L SiASEMENT PER \
i — 41 Z I 2567 SF / I
1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE TRACT F TRACTIC 2302 SF I 04 20040727001688
4 1 /2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE OPEN PACE -g BUFFER
\ \ , ;u 40 ¢O ALLEY -g I
2302 SF 39 / I 11 4 5 ".; 4 `� r
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS \ ==': 3145 \ Y: I 16 F_
1.5% _
2'•� MP%�%/;%/�%,.%,./ 1 MAX
4" THICK CEMENT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
TRACT A - 7' WIDE CONCRETE TRAIL
NOT TO SCALE
10' WIDE CONCRETE TRAIL
2.1
X X
Mq 1.5% _ 2.1 MP
2'•� MP � M X
5" THICK CEMENT
CONCRETE SIDEWALK WITH
4" CRUSHED ROCK BASE
TRACT A - 10' WIDE CONCRETE TRAIL
NOT TO SCALE
7' WIDE TRAIL
2 MAX DRAIN TO TRACT H
1.5%� NO DISTURBANCE TO WETLAND BUFFER
MP ,
2" COMPACTED DEPTH 1/4" MINUS
COMPACTED SUBGRADE CRUSHED SURFACING TOP COURSE
4" COMPACTED DEPTH 5/8" MINUS
CRUSHED SURFACING BASE COURSE
TRACT F - 7' WIDE GRAVEL TRAIL
NOT TO SCALE
N
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CD
CD
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2406 SF
F-F I 2 ' I 2847 SF
24388 SF \ 4 I 4 5 SIDEWALK
I
15 I 18' PLANTER j c� o
12
\1 \ h m � .. x. • 37 \ \ 2240 SF 2263 SF I I 21 - LU u i
2445 SF \ �'' 5' U E I 2847 SF
13 14 I
36 \ 233 SF 2390 SF I o c) -c
2445 SF v I 22
_4 9'x23PARALLEL J o 2415 SF i PROPOSED 10'
I_ 22 65 SF \ ARKING $TgLLS I * PUBLIC DRAINAGE
1 mg I
>23'/ EASEMENTTRACTH
CRITICAL AREA
34 " - Np, / 852 SF r
,. 2458 SF =N r
x:-
EDGE OF WETLAND BUFFER FLAGGED
U
BY RAEDEKE ASSOCIATES, INC. AND
FIELD SURVEYED BY BARGHAUSEN
Z
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Z
CONSULTING ENGINEERS, INC.
7' WIDE
GRAVEL TRAIL
V
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Q
z
j oR E� \0 4PR 5
RENTON R-14
z
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I W
P� o,
Noy �a
LOT
LINE (TYP)�
�R E��\EX
OS 4PR 5
C1 M
KING COUNTY R-6 —
�PGS 4?R 5�g0
PG
P�1 $o
N0� 1
L�
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21' ALLEY TRACT
L�
z
Z
16' ALLEY TRACT Z
5' SIDEWALK
8'
8'
J
8'
8' J
�,-a---
2%
2% � 3•� MPX
3 / MAX �
� 3:1 MPX
-
_
_
\
2%
2%
-
4" THICK CEMENT J I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)
CONCRETE SIDEWALK FLUSH L
WITH PAVEMENT WITH 1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
4" CRUSHED ROCK BASE 4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
SURVEY DATUM
D-D E-E
NOT TO SCALE
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86°32'23"E. 98.199 FEET(NAVD88).
NOT TO SCALE
1 RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022
NO.
REVISION
ALLEY
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5' SIDEWALK
16
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— \
:�T�F
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\
SP. E
33 32
r 3091 SF 2782 SF
31 30 29
2651 SF 2646 SF 2628 SF
28
2607 SF
I
27 26 I \
25
2662 SF 2445 SF 2
2396
SF 314
R-14
10' L/S \ \
BUFFER \
RC
R-8
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FARM
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6 HIGH MODULAR
WALL. SEE SHEET 10
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OF E�PGS 4,15
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EX LOT
/ LINE (TYP)
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FOR MORE DETAILS
I
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20' ALLEY TRACT
w
z
z
1
10'
10'
3 MAXOf
2%
2%
3�
I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)
1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
MTS 4/15/22 BJT I SURVEYED:
MTS 6 21 22 BJT DESIGNED:
MTS
DRAWN:
KLB
CHECKED:
MTS
BY DATE APPR APPROVED:
BJT
scaF:
1 "=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I L4" COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1/2)
1 1/2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE
4 1/2" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
F-F
NOT TO SCALE
VORTICAU IM
HORIZONTAL N D 1981/1991
DATU M
AolftL CITY OF
[;Rl RENTON
NAzliv
Planning/Building/Public Works Dept.
SCALE: 1 "=50'
�3. TALK
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R-4166041
IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M
AS -BUILT OVERALL SITE PLAN
TRIPOINTE
(425) 455-2900
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008
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DATE:
6/21/22
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FIMDBOOK:
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