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NOTE
A PORTION OF THE SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
R 4000 REQUIRED AT: SAWCUT LINES'' BETWEEN NEW
ND EXISTING J01NTS. CITY OF RENTON STANDARD
ATERAL AND PARALLEL TRENCHING DETAIL
'EQUIREMENTS ARE APPLICABLE.
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20.50' ACCESS & UTILITY
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LOT DRAINAGE NOTES:
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SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
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LOTS CREATED BYTHISSUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
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MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
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DECLARATION OF'COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
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THUS STIPUTAION MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENCE
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BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
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BUILDING PERMIT FOR THE LOT. SEE SHEET FOR MORE DETAILS.o
10' I 10'
LOT NUMBER BMP TYPE PER LOT'.
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2 1-10' PERF. PIPE CONNECTION
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3 �� 90 CU. FT. OF 'DRY WELL
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4 PER 1,000 SQ. FT. OF IMPERVIOUS (FULL INFILTRATION)
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b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
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ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT'
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DRAINAGE REVIEW WHEN AN APPLICATION S. MADE FOR A SINGLE
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FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
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c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
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SHALL BE VIA A PERFORATED PIPE CONNEGTION..
all. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
OWNED, MAINTAINED AND_KEPT IN GOOD REPAIR BY EACH LOT
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OWNER.
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20.50' ACCESS & UTILITY
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EASEMENT
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N. CL9.S5 "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED
6"Mf N. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS
PRIVATE ROAD
OFFE ENGINEERS
13932 SOUTHEAST -159TH PLACE
RENTON, WASHINGTON 98058 G
PHONE: 425-260-3412
CONTACT: DARRELL OFFS, P.E.
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existing wood fence is 0:6' north/
existing chain link fence is 0.2' north -existing wood rents
of set rebar w/cap
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I �R1 N 19'53'55" W is
existing chain link fence -.i I Existing
garage
LOT 3
(FULL INFILTRATION) I ---'-"--
'' SEWER CLEANOUT LIDS
CL PRIVATE ACC SS AD 2 EACH; RIM=296.36 r,
,6Gp. oil
90 . Tiller
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--existin2�wood fence \ \) '' I
G TEARING LID
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(FULL INFILTRATTON),
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10/11/2016 1 NO.
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W/THRU CURB INLET
W/VANED GRATE
GRATE=296.14
IE=292:48, 12"(E)
Q 54LF., 12" N -120S=
CITY OF RENTON
set rebor offset w/ca
west \
Y LINE 5.00' \
Y LINE existing --
concrete wall
315 I 2
6E gbh
(em -ma, wood
LOT 1 1 SAVE TREE / 4"
E ostaig Mouse
#1409 4
1,231 s:
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4"
1 3
4o; LOT 2
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RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON,THE ENGINEER ASSUMES NO
ALL UTILITIES SERVICING RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
THE SITE SHALL BE NOT SHOWN IN THEIR PROPER LOCATION.
UNDERGOUND CALL BEFORE YOU DIG, 811
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FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
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EXISTING SEWER STUB FOR 1409 ABERDEEN NO INDIVIDUAL DRIVEWAYS WILL JBEDESEWER AS -BUILT SS14002756 ALLOWED OFF OF ABERDEEN AV
(PRIVATE)^c Q
IE=293.01, 12"(S)
I. IE=294.01, 4"(N)
INT'X STA. 5+60.95 AB
CB STA. 1+80.83, SHARED
RIM=296.9
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RIM=296.90
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RESTORATION SHALL
BE PER CURRIE 'r' '` -"
0.2' n
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CITY OF RENTON
STREET OVERLAY AND
TRENCH RESTORATION DETAIL
2, E�1—L
set reb r w/ca
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AND SUBJECT TO
FIELD SPECIFICATION
BY INSPECTOR
IE=292.1
12"(
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5.00' ffset West
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54LF., 12" N-12®5-0.70%
IE=292.2T.
4"
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ERF. PIPE CONNECTION
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PRIVATE
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290 QA - 22LF
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12" N-12®5=4.14%
(PRIVATE)
(PRIVATE)
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12 0
ALL WATER SERVICES SHALL BE
1" SERVICE LINE
ALL WATER METERS SHALL BE
3/4" IN SIZE
NO SITE RUNOFF SHOULD GO TO ADJACENT
PROPERTIES DURING CONSTRUCTION AND
AFTER CONSTRUCTION
26LF., 12" N-1205-1.48% (PUBLIC)iv!
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GRAPHICSCALE
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10 20 40
IE=294.01,
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285
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GRATE=296.60
RIM=296 5
20 feet
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1 inch =
EL m IE -292.10, 12 ( IE=291.7, . 12
IE=292.27, 4" (PUBLIC)
0+00 0+40 0+80 1+20 1+60
CHROETER LAND SURVEY SCALE �6 „` CITY OF
D.L. OFFE, P.E. 7K RENTON
D.L. OFFE, P.E. I orc riw DATUM
PER FIELD. CONDITIONS DLO 4/13/16axaau nes I Planning/Building/Public Works Dept.
F Iqf (K MH
REVISION BY DATE APPR
RECOMMENDED FOR APPROVAL
Byl Date
By. Date-
Byr Date,
By. Date,
AS -BUILT 10/06/2016
KLINE/STROMBERG SHORT PLAT 10/11/2016
DOUGLAS L. KLINE
PME
ROAD / STORM PLAN & PROFILE
1401 & 1409 ABERDEEN AVENUE NE
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