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RIM=413.17
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'" CPP=408.67
(NE)
>" CMP=403.77
(SE)
PVC=406.95
(SW)
PVC=409.37
(NW)
4' CHAIN LINK FENCE
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SAVE AND PROTECT
EX STORM
STAIRS TO REMAIN
GAS RISER W/ FENCE
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PLANS FOR EX GAS
"'-,LINE ABANDONMENT
AND REPLACEMENT J
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1932 First Ave
Suite 201
I m Seattle, WA 98101 e
p, 206.725.1211
f. 206.973.5344
engineering pllc www.lpdengineering.com
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SAVE AND PROTECT EX
\ STORM MANHOLE
\ PLUG EX 12" INLET (SE)
SAVE AND PROTECT
FX I I(:NT PnI F
SAVE AND PROTECT EX WATER
MAIN TO REMAIN (TYP)
SAVE AND PROTECT \
EX FRENCH DRAIN \
REMOVE EX ELECTRICAL LINES
SEE ELECTRICAL (TYP) \
SDCB, RIM,=426.93
IE 6" PVC111=423.18 (NE)
\ IE 8" PVC 2 2.3 5 (SE)
\ \
\ � 7/ 1___1 \ \
SAVE AND PROTECT EX —
/ LIGHT TO REMAIN
0
m
CIVIL PERMIT RESPONSE
7 PERMIT RE —SUBMITTAL
NO. REVISION
CATCH BASIN ( \
INSERT (TYP) C1.9 \
PROPOSED BUILDING \
OUTLINE \
\
SAVE AND PROTECT EX
CONCRETE WALK AND
STAIRS TO REMAIN
O
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 CONSTRUCTION.
3. PROVIDE MINIMUM OF 12,900 GALLON CAPACITY (NORTH DISTURBANCE AREA) AND
24,200 GALLON CAPACITY (SOUTH DISTURBANCE AREA) BAKER TANKS AS NECESSARY
FOR STORMWATER SEDIMENT SETTLING PRIOR TO DISCHARGE FROM SITE.
4. UTILIZE EXISTING FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO
SECURE SITE.
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
DEMOLITION NOTES.
7. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE THE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES
AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE
THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE COMPLETE SILTATION AND
EROSION CONTROL ON THE SITE PER THE CONSTRUCTION STORMWATER POLLUTION
PREVENTION PLAN.
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10 0 5 10 20
I I I I I J
LEGEND
Scale 11111=10,
— —
PROPERTY LINE
EX CONTOUR (INDEX)
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M
—23l— _ _ _
EX CONTOUR
O
O
EX BUILDING
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PROPOSED BUILDING OUTLINE
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\
�
BUILDING/STRUCTURE REMOVAL
N
�
�� —
SAWCUT LINE
\
\
ASPHALT REMOVAL
\
CONCRETE REMOVAL
\
STABILIZED CONSTRUCTION
\
ENTRANCE
\
EX TREE TO REMAIN
EX TREE TO BE REMOVED
TREE PROTECTION
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Ln
. . . . .
EX CURB TO BE REMOVED
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N
SD
EX UTILITY TO BE REMOVED
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13
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CATCH BASIN INSERT
N
LIMITS OF WORK
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1
1
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SAVE AND PROTECT EX STORM
LINE TO REMAIN (TYP)
26„
-SAVE AND
PROTECT EX I
CB
IB, RIM=42L.60
1 I 1 9 2" CPP=4h 9.52 (NW)
1 1 I IE �" CPP=41 f.80 (SE)
SAVE AND PROTECT I IN,
\
EX POWER TO REMAIN 1
REFER TO MECHANICAL PLANS
FOR EX GAS LINE ABANDONMENT
AND REPLACEMENT
/
/
—SAVE AND PROTECT
EX STORM TO
REMAIN
SURVEYED:
DESIGNED:
0/26/2
DRAWN:
2/ 1 2/2
CHECKED:
BY
DATE
I AP P R
APPROVED:
SCALE:
I I
I
\ 1
I
ISDC� Ri)-\422.44
k 8" PVC= 18.57 (NW)
\ IE\ 12" CPP=4�8.44 (SW)
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
s RENTON
Planning/Building/Public Works Dept.
KEY MAP N
Know what's below.
i& Call before you dig.
Dial 811
R-422105
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Q
Michael Sippo 01 /27/2023
LINDBERGH HIGH SCHOOL MODERNIZATION
16426128TH AVE SE
RENTON, WA 98058
TESC + DEMOLITION PLAN
AREA F3- SOUTH SCIENCE
m
Z)
DATE.
16 SEPT 2022
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FIELDBOOK:
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DRAWING NO:
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