HomeMy WebLinkAboutR-39680100
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CON 36" I
30' DEDICATION AREA TO
THE CITY OF RENTON 2 NEW STREET TREES (TYP
MALUS 'ADIRONDACK'
REC. NO. 20160524000548. JN 6"
CON 24"
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THE SOUTHWEST CORNER OF SECTION 3, T❑WNSHIP 23 NORTH, RANGE 5 EAST, W,M,, IN KING COUNTY, WASHINGT❑N,
RENTON, WASHINGT❑N
GRAPHIC SCALE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
CB d
RIM 432.04
EX CURB
IE 441.75 N 4 RIM 432.00
IE 429.10 N 12"
3 — — — IE 426.60 E 12"
IE 426.70 W 12"
426.70 S 12"
d — — — —
EI T RN TI N L O'BUNCO
ENGINEERING
1042 West James Street, Suite 103 Kent, WA 98032
\IIVI
IE 440.75 E, W 12"
11
WE
REVISION
SURVEYED:
so
DESIGNED:
so
DRAWN:
LM R
CHECKED
BY DATE I AP P R I APPROVED:
so
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
LEGAL DESCRIPTION
BEGINNING ON THE SOUTH LINE OF THE SOUTHEAST QUARTER, 691.08 FEET
EAST OF THE SOUTHWEST CORNER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
THENCE EAST 310 FEET;
THENCE NORTH PARALLEL WITH THE EAST MARGIN OF 142ND AVENUE S.E.,
148 FEET;
THENCE WEST 80 FEET;
THENCE SOUTH 118 FEET;
THENCE WEST 230 FEET;
THENCE SOUTH 30 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE PORTION CONVEYED TO CITY OF RENTON FOR DEDICATION
PURPOSES AS RECORDED IN DEED RECORDING 20160524000548.
HORIZONTAL & VERTICAL DATUM
NAVD 88 — RENT1845
BRONZE PLUG IN CONCRETE, LOCATED AT THE INTERSECTION OF SE
112TH ST AND 148TH AVE SE., 1.5' BELOW SURFACE.
ELEV=467.77'
NAD 83/91
WASHINGTON STATE PLANE NORTH ZONE. FOUND CITY OF RENTON
MONUMENTS 3725
N 186170.657
E 1316637.843
3726
N 186253.505
E 1313994.417
SUR VEYOR'S NOTES
1. THIS SURVEY IS TOPOGRAPHIC SURVEY CONDUCT BY OEI ON
JANUARY 12, 2017. A BOUNDARY SURVEY WAS NOT PERFORMED. THE
BOUNDARY WAS ESTABLISHED BY AVAILABLE RECORDS. NO TITLE
SEARCH WAS PERFORMED.
2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BASED ON
OBSERVABLE SURFACE EVIDENCE. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. ALL
STRUCTURES ARE SHOWN IN THE EXACT LOCATION INDICATED.
3. ALL DIMENSIONS, MEASUREMENTS ARE IN US SURVEY FEET.
EO UIPMENT AND PROCEDURES
REAL TIME KINEMATIC (RTK) GPS AND RADIAL TIES WITH LEICA TPS SERIES
TOTAL STATION WERE USED FOR THIS TOPOGRAPHIC SURVEY PER W.A.C.
332-130-060.
R/W 30' C/L
WALK PLANTER �0•5 26'
30'
4:1
VARIES I
_"5�EXISTING
PAVEMENT
NOTE:
SAWCUT EXIST EDGE OF
PAVEMENT 2' INSIDE W/NEAT LINE
ERT
CEMENT
CUT, CLEAN, HEAT AND TACK
4" CONCRETE WALK PE
CONCRETE
CURB
EDGES W/SEALER CSS-1 AND HOT
COR STD PLAN 102
AND
GUTTER SEE
ASPHALT CEMENT
4" C.S.T.C.
STND
DETAIL
STANDARD PAVEMENT SECTION
4" HMA (OR ACP CLASS B)
NOTE:
6" CRUSHED ROCK
MINIMUM OF 2' OF NEW ASPHALT
MATCH EXISTING PAVEMENT WHICH EVER
BETWEEN EXISTING ASPHALT AND
NEW
IS GREATER
CURB PER COR STD PLAN
103
NE 12TH STREET SECTION
before you
Dig®
1-800-424-5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
EXISTING CURB
R-396801
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 11'6
�+
bbannwarth 11 /02/2018
DATE:
MR. MRS MONTANO SINGLE FAMILY RESIDENCE 10-24-18
SMALL SITE DRAINAGE FIELDBOOK:
PAGE:
ROAD PLAN
DRAWING N0:
1
SHEET: 1 OF:
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