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AS -BUILT FRONTAGE IMPROVEMENT PLAN
SE 114 OF THE NE 114 OF SEC. 10, TWP. 23N., RGE. SE., W.M.
CITY OF RENTON, KING COUNTY, WA.
'>N�'h'l� IAININ(, V'A.L L
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14 I
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1
I LOT B
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1_ U
x LOT A
2 7. 33 I El
j I HOUSE N0. 5604 � N 10
TO REMAIN
-I BUILDING ENVELOPE F.F. ELEV. Q>36
AREA 1,102 SQ. FT. 475.4
N STAIRS 5'
>� S 2.8' TRUNK DIA. CONIFER TREE
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r •I
T.P. N0. 102305-9366 F.F. ELEV. CONTRACTOR TO REPLACE TO BE REMOVED
N F �
-! 468.1 EX, CONC, D/W WITH CONIC,d ° d °
SEAN & NICOLE ATCHISON 3 ��
RETAINING D/W @ GRADE SHOWN, ° _ /
47.3 .
WALLS SEE SEWER NOTE BELOW,
00
4 7 �� NEW EXTENDED CURB a e . ° ' °
�fJ 2 �Ea SHADED AREA IS PROPOSED 24" TRUNK DIA. CONIFER TREE
0_ ° �� PRIVATE SANITARY SEWER
EXISTING TREES/ BUSHES REMAINED 0 NEW 6' CE AR TO B€-,RE;'TOi'� REMAIN
FENC c CONIC. RETAINING WALL I� a 9 - — — — — — — _ EASMENT TO BENEFIT LOT 'B' �\ I
SEE DETAIL BELOW ON THIS SHEET, ads 471 471
NEW WATER METER EX. SANITARY SEWER WYE, 'N❑ PARKING'
'NO PARKING"SIGN `d CAPPED (7,2' DEPTH) SIGN
-- - N88'16'1
- - - 0 W 89.0 NEW STREET TREES (TYP)
R—O— W A °
N8 '
0 o
- NEW WATER OD
Or 1 Psi i N C✓6EN METER
w9 1 NH ('L E i 0. VV
d e °
°
i Z0
lfo5'
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PORTION OF EX ROCK WALL TO BE ALTERED
CD
EXISTING TREES/ BUSHES REMAINED
GRAPHIC SCALE 1 "=10'
0 10 20
-37
816 1 85.04 NEW FIRE HYDRANT
\�y70 BA ° a�- — 470R— O— W-----------
_ — — — — — —
EX J-BOX TO BE RELOCATED BY
_ e S88'16'10"E 174.08' _ OTHERS APPR❑X, 4' TO THE NORTH
f ° e ° / a a D Q\ ° C e - e - - - ��31 BEHIND NEW S/W,
°
d e ° 470 / °4 A
d °�-
EX POWER POLE T9 BE RELOCATED
Q°°a d B SE APPROX. 4' T-0cN❑RTH
° 6-7'6 �° :. . . . .
d nri ITAT nrci
\o
�o 7 NEW ASPHALT RAMP NEW WATER
6
-_ 7 4 l TAPER & MATCH EX EP / ---- --- NE\✓ WATER VALVE II 9rl
Cb
EDGE OF ASPHALT o o I VA- �(S) SAWCUT AT EX EP
69
I / 12 20 D/W
END S/W IMPROVEMENTS AT STATION 11+74,
MATCH EX
EX WATER METER, FH, AND JB❑X TO BE
RELOCATED TO THE NORTH BEHIND
SIDEWALK BY OTHERS, THE BOLLARDS
WILL BE REMOVED,
UTILITY CONFLICT NOTE:
CAUTION:
D/W Fn END S/W IMPROVEMENTS
SS SS SAWCUT AT EX EP U
\ SS S S SS SS SS SS SS SS + 56' AT STATION 10+00
11 03 SS —SS —SS —SS SS SS
-�-SS
�0
EX POWER POLE TO RELOCATED BEHIND -
SIDEWALK, (APP❑X, 2 FEET, C❑ORDINATE
WITH POWER COMPANY,
�aY Y.
LZt\!*r.�l��l'I �7ir .ii\��1 �•'rJ' MEWME
EX GRAVEL D/W TO BE REPLACED WITH 17 (+/-) W/ CONC. DRIVE 15016
MAX SLOPE.
INSTALL CEMENT CONCRETE DRIVEWAY ENTRANCES PER CITY OF
RENTON DETAIL. SEE DWG. NAME F004.
THERE SHALL BE "NO -PARKING" ALONG THE NORTH SIDE OF NE
IOTH STREET. CONTRACTOR SHALL PLACE SIGNS AS DIRECTED BY
THE CITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE L❑CATI❑N, DIMENSIONS, AND DEPTH OF ALL EXISTING
UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY PDT H❑LING THE UTILITIES AND SURVEYING THE HORIZONTAL AND
VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-425-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT L❑CATIONS OF NEW UTILITY CR❑SSSINGS TO PHYSICALLY VERFIY WHETHER
OR NOT CONFLICTS EXIST, L❑CATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED
PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
HANKINS ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PR❑CEDING TO CONSTRUCTION,
CONTRACTOR LIABILITY NOTE:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPOSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY1 THAT THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND
INDEMNIFY AND HOLD HANKINS ENGINEERING 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
HANKINS ENGINEERING,
NE 10 TH S TREE T
"PUBLIC ROADWAY„
gyp. W. APRON 4
a
°G
°
4 4 Q
EX GRAVEL D/W TO BE REPLACED WITH C
12' (+/-) CONC, DRIVE, 15% MAX SLOPE, °
EX
4CONC
R— 0_ W DRIVE°WAY Q q
4 4
° 4
- _... _ J
SEWER NOTE:
DEVELOPER SHALL HAVE OPTION TO RELOCATE EX, SIDE
SEWER SERVICE TO LOT 'B' TO MINIMIZE THE PRIVATE SIDE
SEWER EASEMENT ENCUMBERANCE ON LOT 'A',
SIDE SEWER TO BE INSTALLED PRIOR TO RECORDING THE
SIDE SEWER EASEMENT,
Rl
30' ROW
rl i
o NEW ROAD WIDENII`
WIDTH VARIES
D
� I
SS -SS—SS—SS—SS
S88'16'10"E 355.01 CD
SS SS SS ---�
X, 8' SANITARY SEWER
ASPHALT CONC LOCATION APPROXIMATE,
NOT SURVEYED
K—U— VV ,9 4.U-30-e J
"ma �� ° _eo _ate_- a� � o T� Estv,.
Q F �. jj '7 Cq
��• `�' �4 �6. ti� RECOMMENDED FOR APPROVAL:
d
BY- DATE -
PLAN VIEW: CONCRETE RETAINING WALL DETAIL (NTS)
NOTE: TW = TOP OF WALL HEIGHT AS MEASURED FROM THE BOTTOM AT BACK OF SIDEWALK. BY.'
THE WALL IS STAIR —STEPPED IN ELEVATION. THERFORE, TWO HEIGHTS ARE RECORDED AT TIMES
0.25' HMA —:CE
LANDSCAPE STRIP
2" CSTC J ONCRETE RETAINING WALL AS NOTED
4" CSBC WALK
CLASS A OR B PIT RUN COMPACTED VERTICAL CURB
TO 959 PROCTER DENSITY AND GUTTER
NE 10TH STREET TYPICAL ROAD SECTION
NTS (LOOKING WEST)
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
Imo- 30-o0)
ENGINEER:
HANKINS ENG NEERNCN7
PO BOX 1374
Ken t, WA. 98035
1 AS -BUILT 12-23-09 (1) REH 12-23-09 Phone No. (253) 882-6843
NO. REVISION BY APPR. DATE E—MAIL: honkins.engineering@gmcil.com
TA
DATE. -
DATE.
C T rF Y ® 7�' TR, 1V '-' ®1V
DEPARTMENT OF PUBLIC WORKS
AS -BUILT FRONTAGE
IMPR 0 VEMENT PLAN
DNB REED SHORT PLAT
DESIGNED: REH DATE: 1 2-30-09 FILE NAME: Reed site final
DRAWN: JH
CHECKED: SCALE: 1 " = 1 D' FIELD BOOK: PAGE:
APPROVED: SHEET: 1 OF: 1
DIRECTOR [IF PUBLIC WORKS