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R.O.W IMPERVIOUS SURFACE AREAS
EXISTING
ASPHALT (TO SAWCUT LINE).: 1,871s.f.
CURB GUTTER & SIDEWALK WITHIN SITE.: 37s.f.
TOTAL.:1,908s.f.
PROPOSED
ASPHALT.: 936s.f.
CONCRETE (CURB GUTTER, DRIVEWAYS & SIDEWALK).: 2,519s.f.
TOTAL.:3,455S.F.
NET NEW IMPERVIOUS IN R.O.W.: 1,547s.f.
LOT 1
EXISTING.: Os.f.
ALLOWED.: 0.35 x 10,998 = 3,849s.f. PROPOSED: LIMIT TO 3,100 SF
LOT 2
EXISTING.: OS.F.
ALLOWED.: 0.35 X 11,000 = 3,850S.F. PROPOSED: LIMIT TO 3,100 SF
LOT 3
EXISTING
HOUSE.: 2,710s.f.
ASPHALT.: 1,824s.f.
BRICK.:1810.
GRAVEL.: 687s.f.
I TOTAL.:5402s.f.
PROPOSED.: OS.F.
(ASSUMED IMPERVIOUS COVERAGE (35%) BASED ON THE ALLOWABLE COVERAGE PER
THE ZONING FOR LOTS 1 & 2 - LIMITED TO 3,100 SF EACH)
LEGAL DESCRIPTION
LOT 3, OF KING COUNTY SHORT PLAT NO.: 484106 RECORDING NO.:850517061,
RECORDS OF KING COUNTY WASHINGTON.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
BASIS OF BEARINGS
PER THE THE PLAT OF HIGHLAND ESTATES ACCORDING TO THE PLAT THEREOF
RECORDED 1N VOLUME 212 OF PLATS, PAGE 10-13, RECORDS OF KING COUNTY
WASHINGTON.
ACCEPTED THE BEARING OF N 00°31'08" E FOR 153RD PLACE S.E. BASED ON FOUND
MONUMENTS IN CASE.
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON KING COUNTY BENCHMARK
NO.: RENT1909
BRASS PLUG IN CONCRETE FLUSH WITH STREET SURFACE AT THE INTERSECTION OF
S.E. 142ND PLACE & 156TH AVENUE S.E.
ELEV.: 372.359
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE
CONTOUR INTERVAL OR t 1.0' FOR THIS PROJECT.
CONSTRUCTION SEQUENCE
A. CONDUCT PRE -CONSTRUCTION MEETING.
B. FLAG OR FENCE CLEARING LIMITS.
C. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.
D. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
E. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
F. CONSTRUCT SEDIMENT PONDS AND TRAPS.
G. GRADE AND STABILIZE CONSTRUCTION ROADS.
H. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
I MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D
OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S .
J. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS.
K. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT.
L. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
M. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
N. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
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Appr€�v fr� ate:
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Approved by: Date: „
SE 1/4, NW 1/4, SEC 14, IT 23N9 RDE 6E, W.M.
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CO SU
Survey -Civil - Structural
5628 Airport Ways S r
Su to 144
aI le. WA 98108
P (205) 420-7130 0�
F (20 6) 457-4469
plogco sulci g,com
NEIGHBORHOOD MAP.
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VICINITY MAP.
NTS
PROJECT INFORMATION
ENGINEER/SURVEYOR: PLOG CONSULTING, PC.
5628 AIRPORT WAY S, STE 144
SEATTLE, WA 98108
PH.: (206) 420-7130
PROPERTY OWNER: VANN LANZ
4118 96TH AVE SE
MERCER ISLAND, WA 98040
TAX PARCEL NUMBER: 142305-9117
PROJECT ADDRESS: 6200 SE 2ND PLACE
RENTON, WA
PARCEL ACREAGE: 43,100 S.F. (0.989 ACRES ±}
AS SURVEYED
SHEET INDEX
1. COVER SHEET
2. BOUNDARY AND TOPOGRAPHIC SURVEY
3. EROSION CONTROL PLAN
4. EROSION CONTROL DETAILS
5. SITE PLAN
6. COMPOSITE UTILITY PLAN
7. STORM DRAINAGE NOTES AND DETAILS
8. WATER AND SEWER PLAN
9. WATER AND SEWER NOTES AND DETAILS
10. TREE RETENTION PLAN
11. LANDSCAPE PLAN
R=382201
DATE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY
(OF HPARK SHORT PLAT (U13001144) 5/12/2015
!R 6200 SE 2ND PL, RENTON, WA FIELDBOOK:
RENTON
PAGE:
DATUM DRAWING NO:
Planning/Building/Public Works Dept. COVER SHEET & NEIGHBORHOOD MAP 024-12
SHEET: I OF:
EA-NNNNAA,
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