HomeMy WebLinkAboutR-4221060
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CONSTRUCTION ACCESS UNTIL IT
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FILTER FABRIC AND QUARRY
4 SPALLS PER CITY OF RENTON D — D
STD PLAN 215.10 AS NECESSARY
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2 o TATION / FOR CONSTRUCTION
C`' I w / STAGING UNTIL IT IS
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131 I �/ WITH FILTER FABRIC AS — — —
NECESSARY (TYP)
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RELOCATE AND
REROUTE EX
CONDUIT PER
ELECTRICAL
SOMA, MISINN
�ON IF NIFIN
CIVIL PERMIT RESPONSE
PERMIT RE —SUBMITTAL
REVISION
\ \ TEMPORARILY PLUG OUTLET PIPE
a� CATCH BASIN I \ 3 AND INSTALL TEMPORARY SUMP
I 1 \ \ C1•9 INSERT (TYP) AND PUMP TO PUMP
\ CONSTRUCTION STORMWATER TO
l HOLDING TANKS AS NECESSARY
\\ FOR SEDIMENT SETTLING\\\\ \\
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SURVEYED:
DESIGNED:
0/26/2
DRAWN:
2/12/2
CHECKED:
BY
DATE
AP P R
APPROVED:
D 1 �
' D '
H
SD IM= 46 D
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(sf Sally
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x x 26 Max 20 > l
D
BAKER TANK OR APPROVED \
D EQUAL FOR SEDIMENT
\ X D SETTLING OF CONSTRUCTION \\
\ \ `STORMWATER \
ey zs s D
SOM \ A 0 255x \ f 2.2
D
D f Ny,
NCD
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N
N
Q
20 0 10 20 40
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Scale 1v=20'
LEGEND
— —
PROPERTY LINE
—230— _
EX CONTOUR (INDEX)
EX CONTOUR
O
EX BUILDING
MO
l
PROPOSED BUILDING OUTLINE
O
I
O
/
BUILDING/STRUCTURE REMOVAL
O
N
SAWCUT LINE
N
ASPHALT REMOVAL
CONCRETE REMOVAL
STABILIZED CONSTRUCTION
o� o o� c
ENTRANCE
0
EX TREE TO REMAIN
EX TREE TO BE REMOVED
TREE PROTECTION
. . . . .
EX CURB TO BE REMOVED
Cfl
SD
EX UTILITY TO BE REMOVED
Ln
(D
CATCH BASIN INSERT
00
NN
LIMITS OF WORK
C)
N
U
\ \ TEMPORARILY PLUG x's°zs
INLET TO EX FILTERRA Rb�y I
\ so DURING CONSTRUCTION
FMao �\ REMOVE PLUG WHEN
SAWCUT AND JD SITE HAS BEEN
REMOVE EX D \ STABILIZED I
ASPHALT
(TYP) SpM SDMH, \ I I
D RIM=427.14 \ I
z>Z
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D \� E=416.Ofi ETM
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NOTES:
1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM EXISTING DRAWINGS AND
FIELD SURVEY.
2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO
POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO KEY MAP
CONSTRUCTION.
3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA)
AND 24,200 GALLON CAPACITY (SOUTH DISTURBANCE AREA) BAKER TANKS AS Know what's below.
NECESSARY FOR STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE FROM
SITE. Call before you dig.
4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS Y g
NECESSARY TO SECURE SITE. Dial 811
5. PROVIDE CATCH BASIN INSERTS 500 FEET DOWNSTREAM OF SITE AND ALONG
ROUTE PER COR STD PLAN 216.30.
6. REFER TO MECHANICAL PLANS FOR GAS ADDITIONAL UTILITY AND RAIN LEADER R_422106
DEMOLITION NOTES.
7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE COCOS
MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS IN MPLIANCE WITH ITY F RENTON TANDARDS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS
DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE DEVELOPMENT ENGINEERING � ' J
IMPLEMENTED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON 7 Q
THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN. Michael Sippo 01/27/2023
H
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
LINDBERGH HIGH SCHOOL MODERNIZATION
16426128TH AVE SE
RENTON, WA 98058
TESC + DEMOLITION PLAN
SOUTH PARKING LOT
00
Z)
DATE.
16 SEPT 2022
W
FIELDBOOK:
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SHEET: 6 OF:64