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CONTRACTOR RESPONSIBILITY.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
DISCREPANCIES:
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH
WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF
THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROPER FI T77NG OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES,
SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT.
EXISTING UTILITY NOTE:
ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD
SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN
AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY
BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
GEOTECHNICAL NOTES:
THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE
GEOTECHNICAL REPORT, AGES ENGINEERING, LLC DATED JULY 06, 2016 ADDENDUM TO THE
GEOTECHNICAL REPORT PREPARED BY AGES ENGINEERING, LLC DATED SEPTEMBER 28, 2016 FOR THE
SEGMENTAL BLOCK LANDSCAPE WALL. AND MARCH 3, 2017 FOR THE STORM WATER DISCHARGE.
C.D. HILLMAN'S
CITY OF RENTON
SURVEY CONTROL 266
1/8" COPPER PIN ON 5"
DIAMETER CONC. MON IIN
1 CASE LOCATED AT THE
INTERSECTION OF N.E.
28TH ST. AND JONES
AVENUE N.E.
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/ CITY OF RENTON CONTI?OL 334
BRASS NAIL IN CONC LION LOCATED
AT THE INTERSECTION OF JONES
AVENUE N.E. AND N.E. 24TH STREET
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CITY OF RENTON SURVEY CONTROL 1839
1/8" COPPER PIN IN CONC MON LOCATED AT THE
INTERSECTION OF N.E. 20TH STREET AND JONES
I AVENUE N.E.
N.E. 20TH STREET
TAX LOT 334450-0122 I LAKE WASHINGTON
I GARDEN OF EDEN DI VD. 5 _
VOL. 11, PG. 83
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TAX LOT 334450-0121
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PROPOSED 5' DRAINAGE/
WALL EASEMENT !
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9,993 S.F. IN I I o
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7.5' BSBL
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TAX LOT 334450-0116
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ovE F. MSC
ncompass 1G °� WAS�f
�Nr x 4 AS-BUILT/RECORD DRAWINGS JEF
ENGINEERING & SURVEYING 3 PER CITY OF RENTON COMMENTS NEM
Western Washington Division 2 PER CITY OF RENTON COMMENTS NEM
16S NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax. (425) 391-3055 39897
Eastern Washington Division .� is�'� 1 PER CITY OF RENTON COMMENTS NEM
407Swiftwater Blvd. - Cle bum, WA 98922 - Phone: (509) 674-7433 - Fax (509) 67SSIONAL 4-7419 ��1
01/05/18 NO. REVISION BY
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RENTON SHORT PLAT 130-78
REC. NO. 7BO7210769
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TAX LOT 334390-3521
I TAX LOT 334390-3525
SURVEYED:
SDM 1 »=20 HMZOOWA�L.• MAD l 3/1Qci
/2211 of GNED,
i/22/17 NEM
DRAW
t/20/17 LFM
ONE NGH DATU M
V14/17 CHECKED: AT FULL SCALE
NEM F NOT ONE NCH
DATE APPR APPRONm SCALE ACOORDWAY
CJA
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SCALE 1 " = 20'
007
VICINITY MAP
N. T. S.
LEGAL DESCRIPTION:
PROJECT INFORMATION:
THE SOUTH 100 FEET, AS MEASURED ALONG THE EAST LINE OF THAT
OWNER: NEAULT HOMES
PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN
P.O. BGX 2230
OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF
ISSAQUAH, WA 98027
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RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY,
WASHINGTON, LYING EAST OF STATE HIGHWAY 2-A.
SURVEYOR: STEVE McCASKEY, PLS
Q
ENCOMPASS ENGINEERING &SURVEYING
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SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS
165 N.E. JUNIPER STREET, SUITE 201
CONTAINED IN LOT LINE ADJUSTMENT RECORDED FEBRUARY 15, 1996
ISSAQUAH, WASHINGTON 98027
UNDER RECORDING NUMBER 9602159004;
(425) 392-0250
AND, SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY
ENGINEER: NICOLE E MECUM, PE
AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON
ENCOMPASS ENGINEERING & SURVEYING
Q
RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625.
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WASHINGTON 98027
J
VERTICAL DATUM:
(425) 392-0250
NA VD 86
BENCHMARKS:
CITY OF RENTON SURVEY CONTROL 1839
FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT DOWN 0.4'
IN MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF ME 20TH
STREET AND JONES AVENUE N.E.
ELEVATION = 85.090 METERS = 279.166'
CITY OF RENTON SURVEY CONTROL 266
1/8" COPPER PIN ON 5" DIAMETER CONC. MON IN CASE LOCATED AT
THE INTERSECTION OF N.E. 28TH ST. AND JONES AVENUE N.E.
ELEVATION = 53.930 METERS = 176.935'
CITY OF RENTON CONTROL 334
BRASS NAIL IN CONC MON LOCATED AT THE INTERSECTION OF JONES
AVENUE N.E. AND N.E. 24TH STREET
ELEVATION = 50.390 METERS = 165.321'
HORIZONTAL CONTROL:
BEARING S003323"W FROM CITY OF RENTON CONTROL 1839 TO
CITY OF RENTON CONTROL 334
INSTRUMENTATION:
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE
OF LOOPS WAS 1:22,000, IN ACCORDNACE WITH WAC 332-130-090.
FIRE SPRINKLER NOTE' -
FUTURE SINGLE FAMILY HOME ON LOT 2 WILL BE REQUIRED TO
INSTALL FIRE SPRINKLER SYSTEM.
AS -BUILT SHEET INDEX:
TAX PARCEL: 334450-0120
SITE ADDRESS: 1909 JONES AVE. NE
SI TE AREA: 22,912 S.F. = 0.53 ACRES
ZONING: RESIDENTIAL-4 (R-4)
TOTAL PROPOSED LOTS
2
PARCELS NET AREA
20,725 SQ. FT.
0.48 ACRES
PROPOSED NET DENSITY
4.2 DU/ACRE
MAX. ALLOWABLE DENSITY
4.0 DU/ACRE
PROPOSED PUBLIC STREET
DEDICATION
0.0 SQ, FT.
PROPOSED LOT AREAS (GROSS)
LOT 1 10,732 SQ. FT.
LOT 2 9,993 SQ. FT.
TRACT "A" SHARED DRIVEWAY
2,187 SQ. FT.
TITLE SHEET
COVER SHEET & HORIZONTAL CONTROL PLAN 1
GRADING, DRAINAGE AND UTILITY PLAN 4
INDEX LOCATION
1.1.3� K.
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Know what's below.
Cal before you dig.
'D CITY OF
RENTON
Planning/Building/Public Works Dept
c
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THESE PLANS ARE "AS -BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DA1:MARCH 0"6
STEVEN D. McCASKEY PLS 42676
R-39281 0
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
D YLAN SHORT PLAT
LUA16-000754
COVER SHEET & HORIZONTAL CONTROL PLAN
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DATE
06122118
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