HomeMy WebLinkAboutR-425508N
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RIM=398.39'
IE 12" CNC SE=394.44'
IE 12" CNC NW=394.44'
T
APN 951099,
APN 915ANZgNUo� X
ZNIT
EXISTING TREE
26.0 PRIVATE R AD TO BE SAVED
EASEMENT
AT OF WOODS IER (TYP)
W W NE 14TH P
----T-------------I-------
_00 0 EXISTING
A N 951K9KU PARTIAL
FOOTPRINT
16.0 PRIVATE R AD
EASEMENT
PLAT OF WOODS IER
-------------
NE 14TH 117
SEE POND SECTIONS - - -
SHEET C2.31
EAT
,0040P P
APN 95109
ALEZ 1
JOHN EXISTING
HOUSE
PARTIAL
FOOTPRIN
IVATE ROAD -
VT LAD ER ON E
- WOODB IER RI-430.08' G
_____ __IE_6"-PVC_= 426.58'
IE 6" PVC E=-C .58
I� 12" ADS-426.48'
B & GUTTER
NE14TH_ _-
TEMPORARY SEDIMENT POND
REQUIRED SURFACE AREA: 8,148 SF
PROVIDED SURFACE AREA: 8,480 SF
160' LONG X 53' W/DE X 3.5' DEEP
PER COR STD PLANS 216.00 AND
216.10. SEE SHEET C2.32
N�EIDI r" EXIS I ING
HOUSE
PARTIAL
FOOTPRINT
i
/RIM=398.17'
E 12" CNC E-392.82'
IE 12" CNC W-392.82'
LUMINAIRE &
LIGHT JBOX
WATER MANHOLE
CONTRACTOR SHALL PUMP INTO EX/ST/NG CON I/EYANCE SYSTEM. PUMP RATE
SHALL NOT EXCEED THAT OF THE EX/T/NG CONDITION 10 YEAR STORM RATE Of-
1. 052 CFS (472 GPM) CONTRACTOR SHALL INSTALL ELECTRIC PUMP AND
CONNECT TO TEMPORARY POWER BY QUAL/FIFO, L/CENSED ELECTRIC/AN.
GENERATOR SHALL BE ON SITE TO ASSIST /N THE EVENT OF LOSS OF POWER
oo��lF �41,
LIGHTSTp/�F \ o
r\ \I JBOX \�� \ \ s SSMH-48" TYPE 2
1 / I } \ \ \ ��� \ I RIM=397.73' DVS
\ \ �\ P IE 24" CNC SE=374.73'
\ \ \\ \\ \\ \\ W<ER \ IE 24" CNC NW=374.73'
BLOWOFF \ (CHANNELED)
/A<
FIRE HYDRANT
TEL. � LUMINAIRE &
\ \� \\ ISER \ \ LIGHT JBOX
-A,
430, I y \\ \\ \ \
CB TYPE
RIM=396.04'
F CE /ORNER 18" CNC SW=392.14'
424
6l5'E UA LINE
DISCHARGE FROM TEMPORARY \ \ \ \ \ \ \ \ A\
10, CONC. \ SEDIMENT POND SHALL BE
PI AR I TEM 21 \ DIRECTED TO VAUL T UPON \ \ 1 \ o \
REA OF CONCERN CONSTRUCTION OF VAULT \ _ \ \ LIGHT
I 1JONC. ER KCCC/KCSC CASE'°. ,'� I l ` \ \ \ \ \ JBOX \ 1
PILtLAR 0. 19-2-19678-5 \ \ \
FENCE CORNER I / i .7'E OF LINE ��0
1
JE
u(
JE
M.
S/Z T FENCE SHALL BE PLACED AT BACK OF EX/STING SIDEWALK
WHILE SITE /S BEING DISTURBED. DURING FRONTAGE IMPROVEMENT
CONSTRUCTION, EX/STING SIDEWALK SHALL BE REMOVED AND S/Z T
FENCE SHALL BE INSTALLED ALONG EX/STING BACK OF CURB
FOR PROTECTION AS THE INSTALLATION OF THE NEW SIDEWALK
AND WALLS ARE COMPLETED.
FIRE
HYDRAN-
PLAST/C COVERING AND TEMPORARY SEEDING TO BE PROVIDED AS
NEEDED TO TEMPORAR/ Y STAB/L/ZE SLOPE PR/OR TO FINAL
\ STABILIZATION PER COR STD PLAN 213.30. SEE SHEET C2.31 (TYP)
/-LIGHT JBOX
N
V
SCALE: 1" = 30'
0 15 30 60
6' WOOD FENC /
BB
/ / \ ----- It�12" CNC M-3.� \ \\ \
96
T I \ / I -- 9004
\ \\� \ \ \ \ \ CATCH BAS/N INSERT
I 15" TEMPORARY / / - \E " CNC
SEA 90.04' \\ \ �`�o \ \\� \ \S PER C.O.R. STD PLAN 216.30
RISER / I IE`.8" C NE=3 014' TO BE INSTALLED ON ALL CATCH
I \ \\ \ ALL TREES OUTSIDE OF CLEARING BASINS W/TH/N 200' DOWNSTREAM
LIMITS SHALL BE RETAINED OF THE PRO✓ECT SITE ALONG NE
\\\_\\\ \� (TYP)
\ A SUNSET BLVD
/ " / \ \ I ` �'° \�� \\\� LIGHT S/��� SEE SHEET C2.32 (TYP)
AAA / I ' / ' \ �, \\ \\\\ B-07 _F- 394-�\ �2..
I x \ -412- CATV RISER
\ /� \ \�\ \ F G/ TEL. RISER
CATCH BA SIN INSERT_-
( / PER C.O.R. STD PLAN 216.30-
\ DITCH CHECK DAM SEE SHEET C2.32 (TYP) \ / � - _
PER C.O.R. STD PLAN 217.40 \ >
SEE SHEET C2.32 TYP
APN 042305 -W63 \
INTERCEPTOR SWALE 7`VALP11/-muPERTES LLC \ _ _ PROPOSED CLEARING
I f PER C.O.R. STD PLAN 217.10 IR / / � PROPOSED F/N/SH LIMITS (TYP)
ROCKERY \ SEE SHEET C2.32 (TYP)\GRADE CONTOUR -'
O / 426 (TYP) SlL T FENCE
/ \ / PER C. O.R. STD PLAN 214.00
0130 RI \ ,� / \
\ I / - - SEE SHEET C2.32 (TYP)
APN 330E RENTON / I i I \ J I - EXISTING GROUND -
ov \�30 _ _ _ I CONTOUR (TYP) \ TREE PROTECT/ON
AS PAINT \ FENCE (TYP)
MARK NNO GAS"� \ ,
LADDER ONE / _ POWER \NT-
RIM-431.02' �1'W , / � � \ �� / / 1 MQ "NO POWE
IE 12" ADS S-424.82' -
IE 6" PVC SW=426.02' 6'H WOOD
IE 12" ADS W-424.32FENCE
\ \ /
0780,005T RE ED B ER
APNJEN 0 FER LE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
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I �j ��I��♦�O '�>o �•;�
�� �I�► ♦�•�.�UMINAIRE
x
RI =391
X 15' BUFFER (TYP)
N
E--)A
I
SEE SHEET C2.02
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
\I�Cem FIL
M J S
7/26/23
HHH
SURVEYED:
BY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
Ei"-CrS
SE'k89.80'
"-FI< HYDRANT -
& VALVE
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
NOTES
1. THIS PLAN /S FOR WORK OCCURRING MA Y 1ST - SEPT. 307H
V
ANY WORK BEYOND SEPT. 30TH WILL REQUIRE A WET WEATHER
PLAN APPROVED BY THE CITY OF RENTON.
2. TURBIDITY LEI/EL OF TREATED WATER LEAVNG SITE MUST NOT
EXCEED 25 NTUs. pH LEVEL MUST BE BETWEEN A MIN OF 6.5
AND A MAX OF 8.5.
3. MEASURES SHALL BE PROVIDED IN THE FIELD TO PREVENT
SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT
0
PROPERTIES.
4. ANY DAMAGE TO ROADWAY, CURB AND SIDEWALK DURING
0
CONSTRUCTION WILL REQUIRE RESTORATION AS PER CITY OF
O
RENTON STANDARD PLAN.
0
5. TREE PROTECTION FENCING SHALL STA Y INTACT UNTIL AUTHOR/ZED
N
TO BE REMOVED BY CITY STAFF.
N
6. A CERTIFIED ARBOR/ST SHALL BE ONSITE DURING WORK WITHIN THE
DR/PLINE OF THE PROTECTED TREES.
7. A CONSTRUCTION STORMWATER PERMIT FROM DEPARTMENT OF
ECOLOGY /S REQUIRED SINCE THE LAND DISTURBANCE OF THE SITE
EXCEEDS ONE ACRE. A CONSTRUCTION 5TORMWATER PERMIT FROM
DOE SHALL BE PROVIDED BEFORE C/I/IL CONSTRUCTION PERMIT
ISSUANCE.
EROSION LEGEND
CONSTRUCT/ON ENTRANCE
CONSTRUCT/ON ENTRANCE GRA I/EL
CLEARING LIMITS LINE
CLEARING LIMITS LINE
TEMPORARY P/PE
x x x SILT FENCE
TREE RETENT/ON FENCE
SWALES
+� ROCK CHECK DAM
CB TYPE 1 SOLID LID
RIM=390.96' 0 ° EX TREES TO BE SA VED
IE 8" CNC S=388.66'
RIM=390.81'
IE 18" CNC NW=384.81'
8" CNC N-386.96' _ �OpK INS y
RIM-391.43' �2'S �,• wAshj•
A IE 24" CNC SE=377.53' Ov�Q o• Z
IF 24" CNC NW=377.43' Z;
LIGHT /
� JBOX 99CE�'
�� '• ISTER ��
TYPE 1 Il1NAL
RIM=390.34'
IE 6" PVC -
/�'��\ 10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'-CB TYPE 1 PLANNING
93M a 5 IE
IE 12" CN( DESIGN SURVEYING
PVI
IE 12" CNc 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023U1 1
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
TEMPORARYEROSION & SED/MENTA T/ON
CONTROL PLAN
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C2.0.1
SHEE1: OF,
8 93