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SEGMENTAL BLOCK OF ENTRANCE RM=19J.80
RUNNING WALL PER M=19D.65
MANUFACTURERS FOR
Lot 1 (SEE NOTE 2)
RECONUENMipN APPROX LOCATMH OF
(4' MAY. HEIGHT) I ORT41 IY EMRNICE
(SEE NOTE 2)
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IRATITN BASH
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, NMM-19310
N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
I(WAL 6- WIDE GRAT I
MORE) DRA84 WITH 1/2- WIDE SLOTS) I IRE 12' ADS. DE]2
(MIH 6- NICE oaMr STA 0+31.10'. w IIE 12' ADS: 278.72
NON 1/2- W SLOTS) RIM TO GR40E o '
SPA I+2&3J LB I IEXI511NG 51Po%NG
RIM TO GRADE 1. IVPE 1
i
sra Oa31.10', OOY rc Z SOfINUI GMOW+G
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STA 1i1 . j 0.25Y SEWER. 5-I.00I YN! m -
RM- OB RIFRTPATAON 8456! C0NlLIC
NV BASIN
B9.M PROPOSED 8 ST0. OaJB TO', B'SN ,+ 5(MERCTo E s GD 20 m
1B4 AlIN FIM-2WR5 p t ot PER IGCIP( OE RENTON
NN-1T9.90 RE0111REMENTS, INV=179.122
My B2
ENIPANCE
PER CITY OF RENTON
STD. IN.I 6 104.2
AN RY MR (OEP�+ESS CURB At
14�. 1+0D.(s =1AY ENTRANCE)
L13 90l�D DRNN
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- - - - - _ �288_ 1 _ MIN 1/Y WIDE SLOTS)
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SA T EXISTING PAYEMEM
(FLIT COIN). TIP
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t APPROX
LOG11pN BUFFER _. 2
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OF.
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I' N
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rv. ddddddFFfFFf It oeuNs ro om WELL w/ Lvc-zo.00 R^'=.� (xl PIPE PRINCE Rc
SOLID 4' REFIRE PROVIDE PVT: 2+22.65 EL305.50 NM-29/.40 (OUT)WIND
BENFAN WALL
PIE SLEEVE SENEVIN WALL A.D.:-10.50% K:1.9 I
HP STA:2+32.69, EL:305.85
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310
305
300
295
290
285
280
275
270
2+90 2+50.00 2+00
EncompassI
ENGINEERING & SURVEYING
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165 NE Juniper S1roH. SUfe 2D1-1sse18Ah. WA 98027-Phane: (425) 392-0250- Fs (42S) 391-30SS
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407 AAihotu BW. -Ck Nun. WA 98922 - Phwc: (50916747433 -Fa (SCM 674 7419
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TO BE R NEDPI
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(PRNMTE)
WRIERY WALL,
60 MO.. EIGNP i/w-189 i
(SEE NOTEET IR) B/W=285SHE. S
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ALONG
BEND ASSEM9LY AT NIGH
f Of ACCESS
POW PER STANDARD
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NO. NO J
L
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2' BLOW -Off
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PFRMVIENT ASSFY%Y
\
CB 12. PoIE I
LP STA: 0+34.55, EL: 282.84
PER C.O.R. STD. 3401
L
SIA 1+16M3 0
7
MAXIMUM PIPE
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SSMR, 4' IXl
PER MNMulACTURERY
PER COR STD, MOT
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PER MANUFAC
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TRACT "A" ACCESS DRIVE
RECOMMENDATION.
cum
1.52MN
HORIZ. 1 "=20'
VERT. 1 "=4'
• Mar
LFOFm
60 B•
EXISTINGGRACE l
r PROPOSED
(ASIM OJOH) SWRMY
11 GRADE
sENDI O 3.219
omon
jOa
1
PER CITY OF RENTON COMMENTS
2
PER CRY OF RENTON COMMENTS
3
PER CRY OF RENTON COMMENTS
4
PER CRY OF RENTON COMMENTS
5
PER CRY OF RENTON COMMENTS
NO.
REVISION
1 41 r
SSYH
RW281.12
IRE 8' N'.21,2,22
IE 8' S: 275.32
ROCKERY WALL, 4-
MAX HEONT'
(sE NOR I)
57
- 1Yi VENT PATCH 4' MLI
OWR 6' USHED ROCK
COMPACT TO 95% Y00. PROCTOR
T (Il1ICH IWX: PAYEYEN!
iHICI(E rt GREATER)
5'
ALK PEF1�GG'OR.
S 101 B rwT
CURB B GUTTER
C.O.R TO. lot
(
RESSED CURB AT
nEWAY E�E)
ING
4' WIDE T PAN
T
(sEE G OETAA)
GB
/�
CB 6 1
NY=1 .w
NV=26 ON (41
ITN-2 .94 (6:121
310
305
8' LANDSCAPE
300
5' CONCRETE SIDE
295
290
ssMH, 4' aA
PER L.O.R. S10 400.1
STA o+N.u: 6.861
RM-28285
285 C-275.22
IRE-275.115 (EX. 87
�- CENTERLINE OF
ABERDEEN AVE
PROPOSED 12' LOPE
STORM SEINER
280
EXTEND 8- WATER MINI TO EX
16- 01 IN ABERDEEN AVE AND
CONNECT IN ACCORDANCE TO
CITY OF RENTON
REWIREMENTS
275
EXISTING 8'
SAM. SEWER
270
0+00
FT
ORDO71191
ORD I
x
BY DATE APPR
SIDEWALK GRADING DETAIL (SHARED DRIVEWAY)
SGIL: ILp'
300
NOTES
L RETAINING WALLS OVER 4-FT W HEIGHT REWIRE A SEPARATE BALDING PERMIT
2 DRNEWAY LOCATIONS ARE APPROXIMATE ACTUAL ORNEWAY LOCATIONS AND
CONFIGURATION TO BE DETERMINED WRING WILDING PERMIT PROCESS.
J. PROTECTION MEASURES SHALL BE PROVIDED FOR ALL PROPOSED INFILTRATION
DEVICE LOCATIONS PER NOTES SHOWN ON SHEET J.
4, BOTTOM FACE OF RUNNING W 15 TO BE LOCATED BY CONTRACTOR 50 THAT
ENCROACHMENT DOES NOT OCCUR ONTO NE ADMCENI PROPERTIES. DRAINAGE
PIPE BEHIND THE WALL TO SE LOCATED WITHIN NE LOTS ASSOCATED WITH THE
WALL AND NOT WITHIN NE ADACENT PROPERTIES UNLESS A PRIVATE
DRnINAGE/WALL EASEMENT 6 RECORDED. IF AN)' GRADING NEEDS TO OCCUR
WITHIN NE ADJALENT PROPERTIES TO INSTALL NE PROPOSED ROCKERY WALLS
A SEPARATE TEMADfORY CONSPRUCHON EASEMENT WILL BE REWIRED.
EX. R/W
CENTERLINE
3n
16'
0.5'
F2S
CURB k GUTTERS
4' HMA CUSS 1/2' PG 64-22 EX. ROAD SURFACE
6' CRUSHED ROCK SAWCUT PAVEMENT
ABERDEEN AVE NE SECTION
NIS
295
290
285
280
275
270
265
SIDEWALK GRADING DETAIL (LOT 4 DRIVEWAY)
SCALE. 11p'
CB /6, TYPE I
RM-285.40
EXISTING GRACE
RN-181.0D (11.
ALONG f of
RN-180.91 (6127
ABERDEEN AVE NE
CB
ADS 282.12
IF PCB A05.279.42
ssMH
RM=28J. f2
R 8' N275.22
R 8' S 115.31
too LF OF 12
LCPE STORM SEWER,
5=L=
I I
- - -
---'----J-
-
I
Li
EX. B" SANITARY_'-
---___
SEWER
- - - -
- -
PROPOSED 6'
SABBARY MBE SEWER
PROPOSED 8"
SANRARY SEWER
PROPOSED 8'
WATER MAIN
CONNECT PROPOSED 11' STORM
SEWER TO EXISTING CATCH BASIN
PER LM
IN✓=179=279 4W
REOaREMEN1S, .115
EXISTING D ATIGW1
CX, 6' SWITA9Y
SEWER
ALONG ROAD f
1
1�
} MOW-orF VAW
Y FIRE N ERAWr
WATER METER
■ CATCH BASIN F •
® INFRTRAITON BASIN (j
• CLEAN -art Z _ V
CY RUNNING WALL 0 5 10 20 °
SLOPPED DRAIN Know Know what's b@IOW.
SCALE 1" = 20' Call before you dig.
4 1=20' wI `=Sm ' O CITY OF
RENTON
�m DATUM
Planning/Building/Public Works Dept.
In
Ln
O
O
a
01
300
Q
J
295
290
T�
CT)
m
285 O
Q
I
280 �N
1..1�
275
270
255
�260
0+50.00 1+00 1+20 Ln
PROFILE OF ABERDEEN AVE NE STORM SEWER N
NORM. IW' O
R-391505
m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
Ann FoWier08/28/2017 Oprstraka 08/28/2017
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FINLEY SHORT PLAT
U-16005573 R-3915
GRADING & DRAINAGE CONTROL PLAN
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