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A y IIIOR COUR I StiOR-1
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10' PRIVATE yd so' =•,
DRAINAGE 20' PRIVATE
DRAINAGE &
EASEMENT ACCESS EASEMENT3165 SF
'
._ —TITI ADDONAL
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AIN (TYPICAL
T 0' PRI TE h
BASEMENT PROPOSED STOR�Q
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r I DRAIN (TYPICAL) \ PGE ,_
PROPOSED I / 6 0 SF (5257 SF'NET) 4,550 SF -- 10' UTILITY Ao �... A�
U EASEMENT, 6�h 67 SF NET) 5.491 SF TYP.
(10' PRIVATE
DRAINAGE
EASEMENT c
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PRP S * EXIST . RECHANNEL 4H
AS NE SSARY \
OPOSED SE R \
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(4947 SF NET) I _i• ii� — — '.�. 'Y-:...•
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IVATE
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ION \ 30
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R-341910
0 20' 40' 80,
SCALE 1 " = 40'
LEGEND
Vk' A c t
THESE PLANS ARE "AS -BUILT'
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: MAY 20 jfl
Wit I IAM SHUPE HOL1018ER0 PLS 11332
RECOMMENDED
FOR APPROVAL
BY
,, .�►
C r
BY Acoy
BY
SHEET INDEX
1..... COVER SHEET
2..... HORIZONTAL CONTROL PLAN
Lail
a
_ I-
3..... ROAD, GRADING & STORM DRAINAGE PLAN
4..... ROAD & STORM DRAINAGE PROFILES
5..... ROAD & STORM DRAINAGE NOTES & DETAILS
6..... ROAD & STORM DRAINAGE NOTES & DETAILS
7..... ROAD DETAILS
8..... TEMPORARY EROSION & SEDIMENTATION
CONTROL PLAN
9..... TEMPORARY EROSION & SEDIMENTATION
CONTROL NOTES & DETAILS
SHORT PLAT
DATA
PROPOSED NO. OF LOTS
9
TOTAL AREA 1.68 ACRE,
73,173
SQ. FT.
R.O.W. AREA 0.29 ACRE,
12,654
SQ. FT.
NET AREA 1,.39 ACRE,
60,519
SQ. FT.
PROPOSED SQUARE FOOTAGE OF
THE LOTS
1 — 5,863 sq. ft.
2 — 5,863 sq. ft.
3 — 7,255 sq. ft.
4 — 7,255 sq. ft,
3 — 5,863 sq. ft.
4 — 5,863 sq. ft.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
LIN(
Y
VKANI I Y MAP
LEGAL DESCRIPTION
LOT 8, BLOCK 4 OF C. D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN TO SEATTLE, DIV. NO. 7 ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 18,
IN KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY
FOR ROAD UNDER KING COUNTY RECORDING NUMBER 1626457
ON JUNE 5, 1922;
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS FOR
UTILITY PURPOSES OVER SOUTH 10.00 FEET OF LOT 7, BLOCK
4, C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN TO
SEATTLE, DIVISION NO. 7, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING
COUNTY, WASHINGTON.
TAX PARCEL NO: 334570-0205
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF 116TH AVE S.E. BEING N
01 `32'49" E
DATUM
NAVD 88
BENCHMARK
CITY OF RENTON CONTROL NO. 1835
FOUND A 3/8" BRONZE PLUG WITH A PUNCH MARK ON A
CONCRETE POST MONUMENT DOWN 1.0' IN A MONUMENTED CASE
APPROX. 1.7' SOUTHERLY AND 13.0' WESTERLY OF THE
CONSTRUCTED INTERSECTION OF S.E. 88TH STREET AND 116TH
AVENUE S.E. ELEVATION = 326.652'
CITY OF RENTON SURVEY CONTROL NO. 1893
FOUND A 3-1 /2" FLAT BRASS DISC WITH A PUNCH MARK ON
CONCRETE POST MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF S.E. 80TH STREET & 116TH AVENUE S.E.
ELEVATION=321.275
OWNER
BASIC VENTURES
2624 260th PLACE SE
SAMMAMISH, WA 98075
ENGINEER
BAIMA & HOLMBERG
CONTACT: MR. SHUPE HOLMBERG
100 FRONT STREET
ISSAQUAH, WA 98027
PH (425) 392-0250
FAX (425) 391-3055
SURVEYOR
BAIMA & HOLMBERG
CONTACT: MR. SHUPE HOLMBERG
100 FRONT STREET
ISSAQUAH, WA 98027
PH (425) 392-0250
FAX (425) 391-3055
Call
before you
Djg.
1-800-424-5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
1�> PE
wa
11332
ONA L�1
EXPIRES 11/30/08
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
UNDERGROUND SERVICE (USA)
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