HomeMy WebLinkAboutR-397304I
CONSTRUCnoN WA TER
DRAINING TO VAUL T
MUST BE PUMPED TO
THE EXISTING
D0WSTREAM CA TCH
BASIN.
FIL TER FABRIC
PROTECTION PER C.O.R.
STD. PLAN 216.20
(Typ)
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D PLI E TYP)
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`row
INTERCEPTOR SWALE // / I I / / / PROPOSED
PER C.O.R. STD. PLAN I I / I / /� CONVEYANCE— �---
215.10 (TYP.)
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F \ , �PUMI� CONSTRUCnoN I
�UNOfF TQ VAUL T.
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F� �9 \ Q / I ' — TO VAUL T AT LID
OPENING OR PROV/DE\,
�� G�T \ �l / ���91 \TEMPORARY P/PE
9"soG / 21 CONNECTION /N CEILING
/I &ANKS.
\ \ I 1.5' ROW
\ (DED/CA TION l
y — —LEV-c
I SS
W 4
\
o w
<o
SS 0 2
RI E = 78.16 �o \
\ / CB #8011, TYP� I —W
\ RIM EL=372.
W
R CHANNEL=368.90 \
W 8 E� W
\
8" CMP(S)IE�69.85
/ 8" NW, OUT / \
SD
B SCSB
S
W
W
/
SB
T
SDMH #8010,
TYPE II
/
RIM EL=372.16
\
v
8°CMP(N)IE=367.98
\
18"CONC(E)IE=367.84
12"CMP(S)IE=36
\\
FILTER FABRIC
24"CONC(W)IE366.49
49
W/
\
PROTECTION PER C.O.R.
\ \ /
STD. PLAN 216.20
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CORE JOB NO. 16114T
70rel
STAG/NG
AREA
CLEARING LIMITS (TYP.)
I�
ml
S/L T FENCE PER C. O.R.
STD. PLAN 214.00
(Typ)
CONSTRUCTION
ENTRANCE PER C.O.R.
STD. PLAN 215.10
TREE PROTECTION
FENCE
APPROXIMA TE DRIPLINE
OF OFFSITE TREES
IS q-
------- ss \
M w 16"WATERLINE w / w7
w w 12" WATERLINE w - w
I—S-0 SQ / B SE FB SE SB
SOUTHPUGET DRIVE
(PUBLIC RIGHT OF WA Y�
w w-
3 CH #8028, 7YPE I
RIM EL= 03
8°" CMP(& =389.40
� N
i
SCALE: 1" = 20'
0 10 20 40
NOTES
1. THIS PLAN IS FOR WORK OCCURRING MAY 1ST — SEPT. 30Th! ANY WORK BEYOND
SEPT. 30TH IMLL REOUIRE A HET WEATHER PLAN APPROVED BY THE CITY OF RENTON.
2. TURBIDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 N7Us. pH
LEVEL MUST SE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5.
3. SWPPP TO BE ONSITE DURING CONSTRUCTION
4. MEASURES SHALL BE PROVIDED IN THE FIELD TO PRE I/ENT SURFACE RUNOFF RUNNING
FROM SUBJECT LOT TO ADJACENT PROPERTIES.
5. SEE GEOTECHNICAL REPORT BY EARTH SOLUTIONS NW FOR DESIGN, CONSTRUCTION,
AND ANY EROSION CONTROL RECOMMENDATIONS
6. ANY DAMAGE TO CURB AND SIDEWALK DURING CONSTRUCTION WILL REQUIRE
RESTORATION AS PER CITY OF RENTON STANDARD PLAN.
7. TREE PROTECTION FENCING SHALL STA Y INTACT FOR THOSE TREES WTH DRIPLINES
W/TH/N THE BUILDING FOOTPRINT UNTIL AUTHORIZED TO BE REMOVED BY CITY STAFF.
8. A CERTIFIED ARSORIST SHALL BE ONSITE DURING EXCAVATING WORK ASSOCIATED WITH
THE BUILDINGS LOCATED IWNIN THE DRIPLINE OF THE OFFSITE TREES. THE ARBORIST
SHALL ASSESS THE CONDITION OF THE TREES AND PROVIDE A MEMORANDUM
DETAILING ANY SPECIAL CONSTRUCTON CONSIDERATIONS AND BEST PRAC17CES TO
PROTECT THE INTEGRITY OF THE OFF SITE 7REES PRIOR TO CITY STAFF AUTHORIZING
REMOVAL OF TREE PROTECTION FENCING.
® I LEGEND
ss —
�o C o
SS #8056
RI EL=397.46
% w C,TRCHANNEL=390.50 W
��
w w w /
/ / I
I
o GCB #8019, TYPE I
RIM EL=392.82
8"CMP(N)IE=387.33
18"CONC(S)IE=386.76
18"CONC(W)IE=386.52
CONSTRUC7ON ACCESS
LIMITS OF CLEARING
F/L TER FABRIC FENCE
INTERCEPTOR SWALE
ROCK CHECK DAM
F/L TER FABRIC PRO TEC77ON
l $IDEX0
��•�FeWgsy�a9
A0A'pFg S46
4F
FSS�ONAL ENS\
11-72-1�
CONSTRUCTION
RECORD DRAWING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,%oUKC PLANNING
""IIIIIIIzo� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-397304
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: DAP
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
%R) • CITY OF
RENTON
Planning/Building/Public Works Dept.
EROSION/SEDIMENTA TION
CONTROL & TREE PROTECTION PLAN
DATE:
SEPT 2017
DESIGNED: �G,
FIELDBOOK:
PAGE.
DRAWN:SES
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING NO:
C2 01
CHECKED: MAY
REVISION
BY
DATE
AP P R
APPROVED: SHY
SHEET; 4 OF: 22
N
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