HomeMy WebLinkAboutR-422103\s
IE 12" CPP=392.37 (S)
IE 12" CPP=390.82 (W)
114, Irc,.. �,
8 C,
C'OA �`39962s
PROTECT EX CURB TO O
\ RAMP TO REMAIN \
REFER TO ARCHITECT
PLANS FOR PARTIAL
CANOPY/BRICK COLUMN
DEMOLITION
SAVE AND PROTECT EX CB -
PLUG EX 6" INLET (E)
:MOVE AND SALVAGE EX \
AGPOLE TO BE
:INSTALLED, FOUNDATION
BE REPLACED
EMOVE AND SALVAGE
X LIGHT POLE
IXTURES, FOUNDATIONS
x
na
Q / - i i0 BE REPLACED
z - - �+ Q (TYP OF 4) \ \
O SocR �!
I- I S�A�M, / 1� \ // �1X2\_�X GP,
N A c392s SAWCUT AND REMOVE Op,S
s° 611 / EX ASPHALT
LIMIT OF WORK S
LLI - ------ \
0
O \\
75
C0
0 P=393 REMOVE EX CURB
0 �
�vP T1
W Y
m I / REMOVE EX 8" SEWER
0 I / (Tyl
z I //
J
�� REMOVE EX
/ � \ '0 �P j CONCRETE BENCH
A��^
/ I Q �, REMOVE EX �, CD
CONCRETE BENCH
e
S TP=394.85 /
/
SAVE AND PROTECT EX
a j FIRE HYDRANT TO REMAIN
0
CATCH BASIN
c`.9 NSERT (TYP) - 4
NCLOSU
5.06 s` • 4
397.72
O e
° REMOVE8 EX 6" FIRE SERVICE J
CONTRACTOR TO FIELD Q /
INVESTIGATE LOCATION THRU
TUNNEL TO VERIFY PROPOSED e
REPLACEMENT ELEVATIONS V �� / � /
� v /
39 .
Il
i
SAVE AND PROTECT EX UTILITY TUNNEL
T TO REMAIN CONTRACTOR TO FIELD 8'2 / ` /
LOCATE TUNNEL TO VERIFY STRUCTURE EX 398.51 /
/ DIMENSIONS, TOP AND BOTTOM EX EASEMENT
=396.' ELEVATIONS, AND INTERNAL UTILITY PIPE 3 .16
SIZES AND LOCATION WHERE PROPOSED �/J REMOVE8 EX 8" /
LINES CROSS EX :WATER LINE
6s 4
398 REMOVE EX 8"
WATER LINE / P
/ SAVE AND PROTECT �v
EXISTING PEDESTRIAN k�
REMOVE EX 4" EX 398.54 WALKWAY COLUMNS AND
v
WATER SERVICE AND TP=395.02 FOUNDATION (TYP) /
METER /
1932 First Ave 7� of W �SNi,���
Suite 201
Seattle, WA 98101
p, 206.725.1211
f. 206.973.5344 P, �F ISTER��
Fss/AN
engineering pIIc www•IpdengineeriAL �E7
ng.com _1..�11N� NO.
E
/
REMOVE EX 6" STORM
PROPOSED BUILDING
OUTLINE
REMOVE EX BIKE
RACKS AND
GARBAGE CAN
0
�e
d
REFER TO MECHANICAL PLANS
FOR EX GAS LINE DEMOLITION
AND REPLACEMENT
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
PROVIDE TEMPORARY STORM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION
ROUTING FOR OVERFLOW DRAIN
S PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT
CO TO NEAREST CB SHALL ANTICIPATE THAT MORE ESC BMPS SHALL BE IMPLEMENTED TO ENSURE
COORDINATE WITH MECHANICAL COMPLETE SILTATION AND EROSION CONTROL ON THE SITE PER THE CONSTRUCTION
FOR INTERNAL REROUTING STORMWATER POLLUTION PREVENTION PLAN.
CAP AND ABANDON 6" SEWER A13OVE
UNDERNEATH BUILDING
FILL PIPE WITH CDF OR
STRUCTURAL FOAM
REMOVE EX BRICK PAVING
PLAQUES
COORDINATE WITH LANDSCAPE SDCB, RIM=397.17
ARCHITECT FOR REPLACEMENT IE 6" PVC=395.93 (NE)
SAVE AND PROTECT EX IE 6" PVC=395.93 (SE)
COLUMNS TO REMAIN IN
7.73 PLACE
DOOR." -;
REMOVE EX 6" SEWER
CAP AND ABANDON 8" STORM (Tyl REMOVE EX SEWER MANHOLE
UNDERNEATH BUILDING ABANDON EX SEWER MANHOLE CONTRACTOR TO
FILL PIPE WITH CDF OR CONFIRM NO OTHER FLOWS INTO SYSTEM
STRUCTURAL FOAM CONTRACTOR TO COORDINATE WITH OWNER
39 PRIOR TO TAKING SYSTEM OFFLINE
DOOR.35 SSMH, RIM=397.5 SSMH SHALL BE BROKEN DOWN TO A DEPTH
REMOVE EX BENCH MID CHANNEL= 0.11 (SE,SE-NW) OF AT LEAST 4-FEET BELOW PROPOSED FLOOR
B
r-REMOVE EX CB ALLCONNECTIONS SHALL BE PLUGGED AS
REMOVE EX CONCRETE
(Tyl EX 399.
CONCRETE
SAWCUT EX CONCRETE @ NEAREST -
/JOINT, JOINT LOCATIONS ARE
APPROXIMATE. FIELD VERIFY EXTENT
OF CONCRETE PANEL REMOVAL (TYP)
CIVIL PERMIT RESPONSE
PERMIT RE -SUBMITTAL
REVISION
SURVEYED:
DESIGNED:
0/26/2
DRAWN:
2/ 1 2/2
JCHECKED:
BY
DATE
AP P R
APPROVED:
NECESSARY
SSMH SHALL BE FILLED WITH STRUCTURAL
FOAM TO 90% DENSITY
COORDINATE WITH MECHANICAL FOR INTERNAL
SEWER REROUTING
REMOVE EX BENCHES
412.78 DOOR.34
-PROPOSED BUILDING REMOVE EX
OUTLINE RETAINING WALL
SSMH IM=400.81
MI CHANNEL-- on.5-7
/ REMOVE EX 6" SEWER
AND SEWER MANHOLE
REMOVE EX 8" STORM
401 .76
D00 . 3
OVERFLOW DRAINS f
SAVE AND PROTECT
EX PIV
401.81
DOOR.32
\ -, 1�y.
2" \
\ 6,> \
A \
a99-
i
/ 400.
REMOVE EX
8" SEWER
/ \ (TYP)
SAVE AND PROTECT
EX CB
PLUG EX 8" OUTLET C1•9
o /
62 o
\ s \
SCALE:
VERTICAL: NAVD 1988
CITY O F
HORIZONTAL: NAD 1983/183/1991
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0
10 0
N
5 10 20
CD
O
i
N
Q
J
Scale 1"=10'
LEGEND
- - PROPERTY LINE
-230 _
EX CONTOUR (INDEX)
00
co
EX CONTOUR
O
C)
/
EX BUILDING
l 1
PROPOSED BUILDING OUTLINE
BUILDING/STRUCTURE REMOVAL
NN
L.L
���� �
SAWCUT LINE
�
ASPHALT REMOVAL
CONCRETE REMOVAL
STABILIZED CONSTRUCTION
ENTRANCE
0
EX TREE TO REMAIN
v
EX TREE TO BE REMOVED
TREE PROTECTION
Cfl
Ln
. . . . .
EX CURB TO BE REMOVED
00
NQ
So
EX UTILITY TO BE REMOVED
CATCH BASIN INSERT
N
N
LIMITS OF WORK
(�
KEY MAP N
� Know what's below.
� Call before you dig.
Dial 811
R-422103
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 A-ADMIN
11
75
m
Z)
DATE.
16 SEPT 2022
W
FIELDBOOK:
PAGE:
(-
DRAWING NO:
C1.1
W
SHEET: 3 OF. 64