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CITY OF RENTON
156'Ei � � CONTROL POINT 1866
iN7ERSECT/ON OF 6 �3i�1 I of
S 47TH ST AND N �35? 1
MAIN AVE S
i N 89 29'13" E (]
31 2 -- - 2629. 52' T_ 2663. 00
657.38� 1314.76 I (�
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1 655.98' 1 _ 655.98' 1 1111.96' i'9
N 89 W -1- - - -
WI I I IN
I I I I
I I I
CONTROL POINT
31 32
1309.27' I _ _ _1309.27' _
6 5 N 8976'08" W 2618.55' 5
CITY OF RENTON
BENCH MARK 1905
SW 114, SEC. 32. TWP. 23N., RGE. 5E., W.M.
SECTION BREAKDOWN
FAlFMfACj=Wj'AC
PROPOSED GRADING AND UTILITIES
---BOUNDARY
0
OVERFLOW STRUCTURE
LOT LINE
0
SEWER MANHOLE
RIGHT-OF-WAY
•
SEWER CLEANOUT
- GUTTER, FLOW, & CURB LINE
CENTER LINE
SINGLE WATER METER i
EASEMENT
DOUBLE WATER METER
- - - - - - - BUILDING SETBACK LINE (BSBL)
IRRIGATION METER
STORM DRAIN PIPE
o--
DETECTOR CHECK VALVE ASSEMBLY
------------- ROOF & FOOTING DRAIN
------------- ROCKERY DRAIN
DOUBLE DETECTOR CHECK
SEWER MAIN
VALVE ASSEMBL Y
SEWER SERVICE
A
FIRE HYDRANT
- - - - - - WATER MAIN
A
FIRE DEPARTMENT CONNECTION (FDC)
10' EXISTING CONTOURS
o
POST INDICATOR VALVE (PI V)
2' EXISTING CONTOURS
1
-- ---- 10' PROPOSED CONTOURS
J�
A/R/VAC RELEASE VALVE
---422 2' PROPOSED CONTOURS
'-
BLOW OFF
FENCE
H
GA TE VAL VE
• • • —�• SWALE OR DI TCH
lEE
- - - - - - - - - TOP OF 40% SLOPE
x--i
BEND
- • - EDGE OF WETLAND
• ............•••••• •BUFFER LINE
►
REDUCER
II DAYLIGHT LINE
CONCRETE BLOCKING
0211X-_0 ROCKERY
CUT SLOPES
❑
EXISTING GRAVEL
FILL SLOPES
ElRIPRAP
PROPOSED GRAVEL
MAILBOX
❑
EXIS77NG ASPHALT
SIGN
CURB RAMP
❑
PROPOSED ASPHALT PA VEMEN T
STREET LIGHT
NATIVE GROWTH PROTECTION
❑
PROPOSED SIDEWALK
EASEMENT (NGPE)
PROPOSED CONCRETE
RETAINING WALL
GUARDRAIL
® BARRICADE
WETLAND
■ CATCH BASIN, TYPE/
❑
>40% SLOPE
CATCH BASIN, TYPE II
• STORM CLEANOUT
R/PRAP
O YARD DRAIN
EXISTING FEATURES
EXISTING STORM DRAIN PIPE
EXIS77NG GUY ANCHOR
........ EXISTING SEWER MAIN
-
EXIS77NG WATER METER
- EXISTING WATER MAIN
EXISTING FIRE HYDRANT
....... ............... EXISTING POWER LINE
...... EXISTING UNDERGROUND POWER LINE
EXISTING AIR/VAC RELEASE VALVE
EXISTING GAS MAIN
EX/STING BLOW OFF
EXISTING TELEPHONE LINE
EXISTING GATE VALVE
EXISTING CATCH BASIN, TYPE/
EXISTING CATCH BASIN, TYPE Il
EX/STING CONIFEROUS TREE
EXISTING SEWER MANHOLE
EXIS77NG DECIDUOUS TREE
EX/STING POWER POLE
EXISTING POWER VAULT
THE
BLUE
LINE
E3F2OU1=3
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
P:425-216-4051 F:425-216.4052
WWW.THEBLUELINEGROUP-COM
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2126 �v
S 0NA
ASBUILT
THE RESERVE AT ETCINEHAVEN
A
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6
wr-i
33
SW C 32, TWN 23N, PNG 5E
27
26
24
.,-3
_2 2
N-4jvi
21
_ 48TH S a
7
TRACT A B
w \ (WETLAND/BUFFER) 9 1
w W = W N 89 37;16 E �
PROPOSED 2.19' DEDICAT70N
TO SOUTH PROPERTY OWNERS
u
R-a323210
ASBUILT STATEMENT:
WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED
PLANS FOR CONSTRUCT70N AND REFLECT EXISTING FIELD CONDITIONS AS OF
DECEMBER 12, 2005. THE HORIZONTAL POSIT70N OF U77LITY STRUCTURES AND
STUBS INDICATED ON THESE PLANS ARE AS -BUILT LOCATIONS. THE DESIGN
LOCATIONS HAVE BEEN SHOWN AS SHADED (FOR REFERENCE). DESIGN INFORMAT70N __0 -
HAS BEEN CROSSED OUT AND AS -BUILT INFORMA77ON HAS BEEN PROVIDED. THE -30 321
AS -BUILT TOPS AND INVERT ELEVAT70NS WERE DERIVED BY FIELD VERTICAL PROFILE ' c -' R'
TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE SSr0N4
REWSED SLOPES BETWEEN STRUCTURES WERE CALCULATED BASED ON THE
AS -BUILT INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE xPikE :
OF THE INSTALLED PIPE.AS-BU/LT LOCATION AND INFORMATION ASSOCIATED WITH - -----
UTILITY STUBS WAS PROVIDED BY THE CONTRACTOR. THE BLUELINE GROUP DOES
NOT CERTIFY THE ACCURACY OF THE INFORMATION SUPPLIED BY THE CONTRACTOR,
EVEN IF SUCH INFORMATI0N /S INCORPORATED IN THESE PLANS.
1 REVISED PER COR COMMENTS
2 REVISED PER SOUTH BOUNDARY ENCROACHMENT
3 ASBUIL T
m
REVISION
79
IB
77
I
P
p
-----------------
TE BENCHMARK
SE I S5TH PL
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1 COVER SHEET
2 DEMOLITION PLAN
3 GRADING AND T. E.S.C. PLAN
4 GRADING AND T. E.S.C. NOTES AND DETAILS
5 COMPOSITE UTILITY PLAN
6-S ROAD AND STORM DRAINAGE PLAN AND PROFILES
9 ALIGNMENT, CURB AND SIGNAGE
1 D- 1 1 DETENTION POND PLAN AND DETAILS
12 ROAD AND STORM DRAINAGE NOTES AND DETAILS
13 FRONTAGE IMPROVEMENTS PLAN
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER / CONTRACTOR
WESTCOTT HOMES
10519 20 M STREET SE, SUITE 1
EVERETT, WA 98205
(425) 397-8070
CIVIL ENGINEER
BRIAN J. DARROW, PE
THE BLUELINE GROUP
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
(425) 216-4051
SURVEYOR OF RECORD
SHANE BARNES, PLS
MEAD GILMAN & ASSOC.
P.O. BOX 289
WOOD/NVILLE, WA 98072
(425) 486-1252
ORIGINAL SURVEYOR
KEVIN J. VANDERZADEN, PLS
CORE DESIGN ENGINEERING
14711 NE 29TH PLACE, #101
BELLEVUE, WASHINGTON 98007
(425) 885-7877
DATUM
CITY OF RENTON - NA VD 1988
BENCHMARK
CITY OF RENTON BM 1905 - TOP OF 1 3/8" DOMED
BRASS DISK W/ PUNCH IN CONC. MON. t17' SOUTH
OF IN7ERSECTION OF S E 192ND ST. & 102ND AVE.
S.E. - STAMPED "WRA 17364"
ELEV. = 410.07 FT (124.991 METERS)
CITY OF RENTON BM 1906 - TOP OF 1/8" BRASS PIN
IN CONC. MON. IN CASE f5' NORTH OF C/L OF S.E.
192ND ST. NEAR HOUSE # 10020
ELEV. = 374.90 FT (114.269 METERS)
SITE BENCHMARK:
TOP OF 1 3/4" BRASS DISK W/ PUNCH /N CONC. MON.
- DOWN 0.37 /N CASE - AT INTERSECTION OF 102ND
A VE. S. E. & S E. 185TH PL.
ELEV. = 399.82 FT
BASIS OF BEARINGS
NOl '16'42"E ALONG EAST LINE OF NW 1A NW 1A SW 1/4 OF SEC. 32-23-5
BY HOLDING PLAT ANGLE BETWEEN CENTERLINES OF 102ND AVE. S.E. & SE,
1857H PL. PER REF. NO. 1 BELOW.
LEGAL DESCRIPTION
PARCEL A:
77-IE NORTH HALF OF 77-IE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD
PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1461384; ALSO
EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD
PURPOSES BY DEED RECORDED UNDER RECORDING NO. 19990812001273.
PARCEL B.
THE NORTH 72 FEET OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECT70N 32,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD
PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1461384.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCA7FD. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN 77AL REPAIR COS 7S (UP TO 7HREE 77MES 7HE
rncr Or .QFpAIR,-c7 TO 77-IE SERVICE).
3 02 0 SURVEYED: 1/10/03 VERTICAL• NAVD 19BB ROAD AND STORM PLANS 01 / 14/05
6 30 0 HORIZONTAL- NAD 19a7/1991 :� CITY OF
DESIGNED: ,, }� K: BOOK
DRAWING NO:
3 03
BR/AN DARROW, PE
PAGE
DRAWN: � RENTON PAGE
fLAV1 A/NO — THE RESERVE AT STONEHAVEN
i ONE INCH DATU M
CHECKED:
DARROW, PE AT Fr ONE
Planning/Building/Public Works Dept. LLIA-D4-DD3-ECF, PP/ LND- 7 D-D4 1 7 04-082
IF NQi ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY MM
BRAN DARROW, PE 1 �13
,ga�•S232�MAY IAHNININiNIAIA