HomeMy WebLinkAboutLincoln Short Plat03SW 114 OF NE 114 OF SECTION 321 T. 24 N., R. 05 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
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REMOVE EX. —J
12" MJ CAP
2 LF 12" DI —
(PExPE)
LP jV%_1
6-11
L5)c�� %--- -,�
(CBj1, TYPE 2-480 (PUbt1C)
CONSTRUCTED ON EX 1 B SD
RIM=207.5t (MATCH PVKINT)
NEW INV=202.04 (120)
EX INV=201.54f(VERIFY 180)
APPROX. LOCATION
12" L.I. WATER LINE
EX. DITCH
INSTALL W5-1 SIGN
(30w) PER C.O.R. G010
RELOCATE EX. MAILBOXES —�
TO BEHIND NEW CURB
16' TYPE R18 DRIVEWAY
ENTRANCE. TYP 'PER
C.O.R. DTL 104.3
ADS_____—
�IE7210.2%30
REMOVE EX.
DRNEWAY CULVERT —
REMOVE EXISTING --�
SIGN AND RETURN �e
TO CITY
PERPENDICULAR
CURB RAMP
PER WSDOT
—40.15-02 EX CB
RIM=216.17-
12"ADS S INV=214.17
—ADJUST TO GRADE
VO d —GRADE GUTTER TO `_
EX. STORM MANHOLE
RIM=216.' �--�
18"ADS N&E INV=210.1_';3
0+33
--1 I
1L. n W sal `1V1%0n1 L_, /
(TIE TEE/REDUCER/VALVE TOGETHER)
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PREPARED BY S AM•t; S
,� OF WAS�1
Enco n
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ENGINEERING & SURVEYING
Western Washington Division f
g � 38285
165 NE Juniper Street, Suite 201 ■ IssaQ_uah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 I
Eastern Washington Division
108 East 2nd Street • Cie Eium, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ONAL
N0.
REVISIONS PER CITY REVIEW
REVISION
LOT 2 BMP NOTE
BMP'S FOR LOT 2 WILL BE DESIGNED /
CONSTRUCTED W/ LOT 2 SFR PERMIT,
INFILTRATION, DISPERSION, IMPERVIOUS
SURFACE REDUCTION OR OTHER BMP
AS APPROVED BY THE CITY WHEN
BUILDING PERMIT IS APPLIED FOR AND
APPROVED. BECAUSE LOT 2 IS LESS
THAN 11,000 SQ. FT., IF DISPERSION IS
5 I A Zt3611 t
SEE DETAIL BELOW
SuRVEYEO:
S.S.
DESIGaN TJ R
°P.Mft Bcs
BCS 3/16 TJR ocmcm
JR
BY DATE APPR APPROVITJR
GRAPHIC SCALE
0 I0' 20'
( IN FEET )
1 inch
60' R/W
0 30' �. ROW 30'
6.4' _PLANTING
QPS�� NEW
STRIP �'
3 ^ T 'SIDEWALK
6'f 16' EX. PAVE.
IMCUT LJNE TO REMAIN PAVE.
RESTORE PVMT 30'f FINAL PAVIN WIDTH VMIN
-—�R—C.O=Rr- --
'STANDARDS (TYP.)
I .
1 �
I 27
I - VERTICAL CURB OG�� �p. -�i'
1 FT LEVEL BEFORE ROUNDING
--6 SAWCUT LINE AND NEW CROWN " I 4" HMA CLASS 1 2PG 6 —
" CRUSHED SURFACING TOP COURSE
/ 4 22 (2 LIFTS)
,5 3
I 3 3" CRUSHED SURFACING BASE COURSE
NOTE: ADDITIONAL STRUCTURAL FILL
ovs� LINCOLN AVENUE N.E.SECTION SOIL MAY CE REQUIRED DEPENDING ON
�Q(LOOKING NORTH) ONDITIONS
0� �0• 1 NTS
I �1� 60 R/W
2 ROW PAVE
30 30•
I EX. 26' S' SIDEWALK�' 8.6f 24.1'f ---{ EX. CURB/
PRIVATE ' PLAN 32,7f' FINAL SIDEWALK
��-- ACCESS/ 3' MIP4 STRIP PAVING WIDTH
UTILITY 4.� 1. EX. 33'f PAVING
EASEMENT
�- EXIST. SSMH �'9-i' 16'
P.J, 2 0
I RIM=214.75 "' ' •
INV=203.80 1 VERTICAL CURB
\_O 1 � i_E1IEL AWCUT & MATCH
I Q PRGEL N�.
334510_�217 BEFORE ROUNDING 3 4CRUSH CRUSHED
SURFACING TOP COURSE
(2 LIFTS)
NOTE. ADDITIONAL STRUCTURAL FILL RSE
115' PRIVATE MAY BF REQUIRED DEPENDING ON 3" CRUSHED SURFACING BASE COURSE
STORM SOIL CONDITIONS N.E.H T ET
& PUBLIC NOTE: ADDITIONAL STRUCTURAL FILL
SEWER (LOOKING EAST) MAY BE REQUIRED DEPENDING ON
IEASEMENT NTS SOIL CONDITIONS
(20010618002183) /
SNI
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. . • • • • • • • • • . • . • • • CITY OF RENTON
• • . . • • . • • • • • • • • • • • • CONTROL POINT 1835
. . . . . . . . CB. RIM-221.06• . . . . .
18" -ADS- E lNV= 214:31
18"` ADS 'W' INV--214.31'
MATCH EX' CURB'/ - SIDEWAL.K . . . . . .
RELOCATE/REPLACE EX. MAILBOX
RACK (15' MIN FROM EX CB)
— ADD NEW MAILBOX FOR LOT 2
THE P�.�� Ecx w2 u..� �Su�JCG7
t�t1� C,�'C�- �' �vt8�s (K�� REsto,e�-rl�,� �-•
ro
1 "= 20' HORIZONTAL- NM W D ies3j�9e>I :i �
I T Y 0 F
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
4 a (221.57� .. ; ,
EX. ELEV (TYP.)
. a s
5' (221.60): (221.78)
X
-------
"EX 5' SIDEWALK
..J
SD
SD
:.. FQLL. CURB HFIGHIT j
(NO 'CURB. RAMP) (221.19)
. 3+00' r .(22.1.09) EX. CURB RAMP
. bOWiN TO REMAIN
MATCH ' EX. 'SIDEWALK
ELEV. (221.08)
DRIVEWAY ENLARGEMENT
(1 "=10')
Know what's below,
Cali before you dig.
Y 9
IN COMPLIANCE—� WITH CITY OF RENTON
STANDARDS
i
BY: Date:
BY: Date:
BY: Date:
i
BY: Date:
IaATE: ,08 m i
LINCOLN] SHORT PLAT 2/4/1E
PERMIT # U15008732 PROJECT #PR15-0 "Doom' N/A
1VE AGE: N A IE
DRAWING NO:
ROADWAY / GRADING / DRAINAGE & UTILTIY PLAOf � t� ? 4
:SHEET: OF*
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