HomeMy WebLinkAboutTED4003224.3RECORD DRAWING
N
A PORTION OF SW 1/4) SEC. 3, T. 23 N., R. 5E., W.M.
/ / ) / /"-/ I / / /
END PROJECT
S B STA 180+00.00
STATE RIGHT OF WAY / �\
SCHEDULE SALES PORTION (SEE SUMMARY
OF QUANTITIES
z / \
rw
/
166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+
A —LINE N 64°55'57"E
x
176+oo 177+pp-
-4— -�, 17g+00 V
NE SUNSET BLVD (SR 900)
EXISTING ROW
o
c
BEGIN PROJECT
A STA 168+50.00
MP 14.16 '
BEGIN PROJECT
B STA 173+33.40
4/
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND/OR ITS
CONSTRUCTION CONTRACTOR. BERGERABAM
ASSUMES NO LIABILITY FOR THE ACCURACY OF
THIS INFORMATION.
A —LINE CURVE DATA
PI
DELTA
RADIUS
TANGENT
LENGTH
176+44.16
11 °30'00"
1432.39
144.23
287.50
R=322403
END PROJECT
\ \ / A STA 182+46.40
MP 14.43
CITY OF RS�ITON RIGHT /
OF WAY SCHEDULE A
NON— S ALE7S TAX PORTION `� \
(SEE SU MARY OF
UANTI ES
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79+pp -� /' Q \
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A_LWE N
-
__-
,� NE S - E -- +oo
SET � -
1g4+pp
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A LINE ST 176+40. 9
=B LINE YTA 176+40. 9\ /
\ / EXISTING ROW /
—CITY OF R�NTON RIGHT
OF WAY SCHEDULE A
NON—S LES TAX PORTION
(SEE SOMMARY OF \ /
QUAN ITIES) /
OVERALL ALIGNMENT PLAN
SURVEY NOTES:
1. FIELD MEASUREMENTS FOR THIS MAP WERE PERFORMED WITH A WILD 1010 TOTAL STATION INSTRUMENT BY
TRAVERSE METHODS, AND MEET OR EXCEED A LINEAR CLOSURE OF 1:15000.
2. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED AND ADJUSTED TO A NATIONAL
GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST YEAR.
3. UTILITY INF-ORMATION SHOWN ON THIS MAP IS BASED ON VISIBLE SURFACE FEATURES, AND
4. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY OF OBSERVABLE
FEATURES AND SUPPLEMENTED WITH INFORMATION FROM PAINT MARKS BY OTHERS AND AS —BUILT DRAWINGS
PROVIDED BY THE CITY OF RENTON. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED, BUT ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
SCALE FACTOR
STATE PLANE COORDINATES HAVE BEEN CONVERTED TO GROUND COORDINATES USING A COMBINED FACTOR OF
0.9999748954 (FOR EXAMPLE: STATE PLANE NORTHING - COMBINED FACTOR = GROUND NORTHING)
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
EXPIRES 6/4/2011
FED. AID NO. STPH-0900(21)
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600
E N G I N E E R S I N c. VOICE: (206)431-2300
FAX: (206)431-2250
NO.
REVISION
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY DATE 1 APPR APPRo✓ED:
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS PROJECT IS N04°55'34"E BETWEEN CITY OF RENTON
MONUMENT #1844 AND CITY OF RENTON MONUMENT #1996.
CITY OF RENTON MONUMENT #1844 IS A 1 /2" IRON PIPE WITH TACK IN MONUMENT CASE AT
THE INTERSECTION OF S.R. 900 (SUNSET BLVD.) AND DUVALL AVE. NE, FOUND 7/16/02.
CITY OF RENTON MONUMENT #1996 IS A 2" BRASS DISK IN MONUMENT CASE AT THE
INTERSECTION OF NE 19TH STREET AND DUVALL AVE. NE, FOUND 7/16/02.
COORDINATES PUBLISHED IN NAD 1983/91 METERS AND NAVD 1988 METERS ARE AS FOLLOWS:
C.O.R. 1844: NORTHING 57084.790 EASTING 400322.536 ELEV. 124.779
C.O.R. 1996: NORTHING 57513.068 EASTING 400359.450 ELEV. 129.971
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 19M
HORRONTAL NAD 19W/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
100 0 100 200
scale feet
NE SUNSET BOULEVARD (SR 900)/
DUVALL AVE NE INTERSECTION IMPROVEMENTS
ALIGNMENT PLAN
6/03/09
FIELDSOOK:
PAGE:
Al
SHEET: Z OR 0
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