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FRONTAGE
IMPROVEMENT
PLAN
SE
114 OF THE NE 114 OF SEC. 10, TWP. 23N., RGE. SE., W.M.
CITY
OF RENTON, KING
COUNTY, WA.
I
14"
LOT B _ 0 FF I I I GRAPHIC SCALE 1"=10'
_cD , w I EL EV. 47t •S LOT A o 0 20
I I
2 7.3' _
- I 6
- HOUSE NO. 5604 �, J� 10'
w TO REMAIN ` N
BUILDING ENVELOPE
- F. F. ELEV.
C)O STAIRS AREA 1,102 SQ. FT. 475.4 '
` a
A. S a
d S d. v ° 2.8' TRUNK DIA. CONIFER TREE
F.F. ELEV. CONTRACTOR T❑ REPLACE - I a:: 47.2. 4 I TO BE REMOVED
T.P. NO. 102305-9366 N
----- — �--------
468.1' EX. CONC, D/W WITH C❑NC, 473 I n �'
SEAN & NICOLE ATCHISON � _' --_-�30 � c.n A � ° •• --- ----------------
n I
RETAINI G D/W @ GRADE SH❑WN, SEE SEWER NOTE BELOW.
WALLS a11
A'
72 NEW EXTENDED CURB a 472 � DO a °
_ SHADED AREA IS PR❑P❑SED 24" TRUNK DIA. CONIFER TREE
Q ° a �-� a PRIVATE SANITARY SEWER TO BE REMOVED
a _ a' . 1 EASMENT TO BENEFIT LOT 'B'
-.-- _____
a ------------- ----- I I
EX, SANITARY SEWER WYE, - - J
- a. d
� ., I ° • c a CAPPED (7,2 DEPTH) I NEW UTILITY LOCATION
N88'16 1(�W 89.04 ! � � /
R — O — W - - _ - - _ _ / INSTALL STREET TREE (TYP)
NMR*1610W 85.04 R-O-W
U - - _ ° ~.
_ _ �S
. HP �_ — _ _
—_ -
- —_ 472 e ---// ° 470 470_4' a ---
1 _- - - a a - - - - - - - - - - - - - - - - - - - EX J-BOX TO BE RELOCATED BY
. ' �65� .. a -_" _ -- -- --_- - _ - _ .. •. �,�i � nj OTHERS APPR❑X, 4' T❑ THE NORTH
�
°. j .e. a. �F68 / a- -- - c �- _ - - - - j� S88-16'10"E 174 08' T BEHIND NEW S/W.
-- -- B I
°a°. - -. ° a : _a• a EX POWER P❑LE TO BE RELOCATED
n..
A -
.. ... .. _ ❑ E
� .UI .6�.. -. � � ' � �. •� . � � • = :---� --- - - __ ---- - T THE NORTH
i �. .
-- -- - -- -- \• . . . 9 ,
- _ � BEH
IND NEW S/W
a_ � BY PSE APPR❑X
PORTION OF EX ROCK WALL TO BE ALTERED
0
0i
END S/W IMPR❑VEMENTS AT STATI❑N 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.
�. REiQ4'r VARIES
3� 61.
!2"crop
5 Lc tt F_ D D
S L 6-a E D D R-A i
r`rT S.
UTILITY CONFLICT NOTE:
CAUTION:
L
- -- -- - -- - - TAPER & MATCH EX EP
- --. . . - 4 1
. . . . .- _ -. . Q- v:_. _._ . f .^ . . . �. . . . . . . \ . . . . . a p�f n . '. �69. . . . . . . F6
0 _
�.
. . . . . .. . . . . , .� I�r� . . . . . . . . . . . .• n. n . . . . .:v�s . . . . . . . . . . . . . . .6 .�
. J / . �� . . . . . �Q� ./.�+/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . r �. Q�� .
v u u, 6' 6 SAWCUT AT EX EP
EDGE OF ASPHALT 6 ��
/ 9 v D W S \ SAW AT EX EP END S/W IMPROVEMENTS
SS SS S SS S S SSSS—SS—SSI 56' AT STATI❑N 10+00
SS SS 11+OVSS SS r
SS SS SS SS SS SS SS SS 5 SS SS —SS —SS — ,
-- - - S88'16'10"E 355.07' o
- - -_ + EX. 8' SANITARY SEWER
NE 10TH STREET ASPHALT CONC LOCATION APPROXIMATE,
I_?K . SA�1Aar ���er - - - - - -- NOT SURVEYED
S 3 Z 7 $ - --- ----- ---- - ,PUBLIC ROAD WAY»
---
a
'p. W. APRON °
aG
EX POWER POLE TO RELOCATED BEHIND °
SIDEWALK, (APPDX, 2 FEET, COORDINATE EX GRAVEL D/W TO BE REPLACED WITH G
WITH POWER COMPANY.
12' (+/-) CONC, DRIVE, 15% MAX SL❑PE,
INSTALL 12"SLOTTED DRAIN by CONTECH (or engineer approved —
ahemfive)1' BEHIND S/W. CONTRACTOR TO INSTALL 2' PVC PIPE
UNDER SIDEWALK TO DRAIN SLOTTED D/W DRAIN DIRECTLY TO
CURB AND GUTTER
EX GRAVEL D/W TO BE REPLACED WITH 17 (+/-) W/ CONC. DRIVE 1501c
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
1WM STREET. CONTRACTOR SHALL PLACE SIGNS AS DIRECTED BY
THE CITY.
m
m THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR VERIFYING THE L❑CATI❑N, DIMENSI❑NS, AND DEPTH OF ALL EXISTING
UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY PDT H❑LING THE UTILITIES AND SURVEYING THE H❑RIZ❑NTAL AND
VERTICAL L❑CATI❑N PRI❑R TO C❑NSTRUCTI❑N. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-425-5555 AND THEN
P❑TH❑LING 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 INF❑RMATI❑N AND ARE SUBJECT TO VARIATI❑N. IF C❑NFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
HANKINS ENGINEERING TO RESOLVE ALL PROBLEMS PRI❑R TO PR❑CEDING TO C❑NSTRUCTI❑N.
a
EX
�CONC
`;
R-0_ W DRIVFWAY
4 °
d
A
30' ROW 22
0
16' 8,5'
5, 5' I
2
2% 1
2% ..�—
0.25' HMA LANDSCAPE STRIP
2" CSTC SIDEWALK
o CONTRACTOR LIABILITY NOTE: 4 " cseVERTICAL CURB
CLASS A OR B PIT RUN COMPACTED
AND GUTTER
TO 957 PROCTER DENSITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESP❑SIBILITY FOR JOB SITE C❑NDITI❑NS DURING THE NE 10TH STREET TYPICAL ROAD SECTION
COURSE OF C❑NSTRUCTI❑N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT
SHALL APPLY C❑NTINU❑USLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND NTS (LOOKING WEST)
, INDEMNIFY AND HOLD HANKINS ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN C❑NNECTI❑N
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
HANKINS ENGINEERING, CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
NO. REVISION BY APPR. DATE
Z
SEWER NOTE:
EDGE OF ASPHALT
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 PRI❑R TO REC❑RDING THE
SIDE SEWER EASEMENT.
30' ROW
I
of NEW ROAD WIDENING,
WIDTH VARIES
D
� I
2%
ENGINEER:
HANKINS ENGINEERING
PO BOX 1374
Kent, WA. 98035
Phone No. (253) 882- 6843
E-MAIL: hankins.engineering®gmoil.com
k)- 3 �-.3 %CD3
RECOMMENDED FOR APPROVAL:
BY �,•
DATE1G
BY:
DATE:
BY.
DATE.•
BY.-
DATE:
CITY ®F' T.IENT'ON
DEPARTMENT OF PUBLIC WORKS
FRONTAGE
IMPR 0 VEMENT PLAN
DNB REED SHORT PLAT
DESIGNED: REH DATE: 7/6/08 FILE NAME: Reed site final
DRAWN: JH
CHECKED: SCALE: 1 " = 10' FIELD BOOK: PAGE:
APPROVED: SHEET: 3 OF: 3
DIRECTOR OF PUBLIC WORKS