HomeMy WebLinkAboutR-422104CO
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\ y \ \\ \\ \ \ \\ \\ TEMPORARILY PLUG OUTLET PIPE AND /� �\ / �v /
\ INSTALL TEMPORARY SUMP AND PUMP i J
TO PUMP CONSTRUCTION STORMWATER
\ \ \\ APPROXIMATE LOCATION OF \\\ TO HOLDING TANKS AS NECESSARY FOR BAKER TANK OR APPROVED SEDIMENT SETTLING \ \ \
EQUAL FOR SEDIMENT \ EX CB TO BE MAINTAINED
\ \ SETTLING OF CONSTRUCTION . PLUG INLET IN CB WHERE PIPES ARE TO
\\ \\ \ \ STORMWATER \\ \ BE REMOVED
\ \ \ \ TREE PROTECTION �2 /
N \ \ \ \ SAVE AND \ FENCING
o \ \ \ PROTECT EX REMOVE EX 6" STORM / LIMIT OF WORK \
\ \ \ \ \ LIGHTING REMOVE EX / \
\ \ \ \ \ \ 12" STORM (TYP)
\
\ \ \ \ \ �REAs� TRA \ \may REMOVE EX STORM CLEANOUTS \ \ \
y \ \ \ \ RIM=413. 7 \ \\ / i
\ \ \ 24'\sb R.
IC , �, \ REMOVE EX 6 STORM \ y\ \ \
Fes'. \. \ \ 3' x\3' co Bo� \� o�
\E 3" I\VC= 1 60 (N� y \ �° �REMOVE EX GAS LINE REFER Co \ \ \
IN 4" PVC=411 (s) \ \ \ TO MECHANICAL PLANS FOR °o REMOVE EX ELECTRICAL LINES \
' Q o
\ \ \ \ °� y \ \ ADDITIONAL DEMOLITION NOTES ` ° \ \
\, \ 0 \ \ �s \ 7° :� �° \ SEE ELECTRICAL (TYP)
AND PROPOSED REROUTE ( yam \
\ /
\ /
\ \ \ \ \ P \ P uP PROPOSED BUILDING -� '—' /
OUTLINE ���� \
412.87 \'° \ \ \ \ \ \ UP \ l " F%�6� /
DOOR.12 \ \ \ \ \ \ \ \
V REMOVE EX STORM (\ o
�/
\ e \ \ MANHOLE \� \ \ /
,�°may
C_
SAVE AND PROTECT \ \ \ \ G \
PORTION OF EX \ \ � c \ c \
FRENCH DRAIN TO \\ \ p
REMAIN `y \ S \SD \ SD Sp \ \ �\ REMOVE EX STORM
SD
SAVE AND PROTECT y \\ \ c' \\ \—� SD \ �—�S �c
'.
EX GREASE TRAP --
Tr) PPKAAIN
412.81
SAVE AND PROTECT 'OOR.13
DOWNSPOUT
CONNECTION
REMOVE EX 6"
STORM LINE
REMOVE EX
DRYWELL
100
REMOVE EX CONCRETE TO
NEAREST JOINT (TYP)
REFER TO MECHANICAL PLANS
FOR EX GAS LINE DEMOLITION
AND REPLACEMENT
�y
REMOVE EX 6"
STORM LINE
REMOVE EX
y CONCRETE y
10"
REMOVE EX EDGNG-SDI/
SDCB, RIM=412.1 \
IE 6" CONC=410. 1 NE)
IE 6" CONC=410. (N
IE 6" CONC=410.51 S )
IE 6" CONC=410.51 ( E)
REMOVE EX�
CONCRETE
HANDRAIL
412.80
DOOR.14
-J
J
'—REMOVE AND
REPLACE EX
IRRIGATION VALVE
BOXES. COORDINATE
WITH LANDSCAPE
FOR REPLACEMENT,
CONNECTION, AND
LOCATION
/ I \
+I 6" \
so \
SD
REMOVE EX
EDGING sD
INSERT CATCH I
— BAS I N�
-REMOVE EX 6"
STORM LINE
REMOVE EX
DRYWELL
REMOVE EX STAIRS
421.14
DOOR. 1 6
REMOVE EX RETAINING WALL
REMOVE EX 6" STORM
REMOVE EX HANDRAILS
(TYP OF 3)
VMN
HANDRAILS
REMOVE EX COLUMNS
(TYP OF 2)
REMOVE EX CONCRETE
SAWCUT AT NEAREST JOINT
REFER TO ARCH
PLANS FOR DEMO
AROUND EX TUNNEL
TO REMAIN
REMOVE EX DOWNSPOUT
AND 6" STORM LINE
412.85
D
SAVE AND PROTECT
EX CB TO REMAIN
J. A�
1932 First Ave 7� �yF W �SNi���
Suite 201 � t� z��
Seattle, WA 98101
p, 206.725.1211
f. 206.973.5344 y �F ISTER��
�FSSIONEE AL
engineering pllc www•Ipdengineering.com _1I,�1/"_ N0.
SDCB, RIM=412.69
IE 6" CONC=411.01 (NE)
—TERMINUS UNKNOWN
CIVIL PERMIT RESPONSE
PERMIT RE —SUBMITTAL
REVISION
REMOVE EX —
FRENCH DRAIN
421.14
DOOR.17 REMOVE EX
LIGHT POLE
REMOVE EX
FOOTING DRAIN
REMOVE EX DOWNSPOUT
CONNECTION AND EX 6"
STORM
SURVEYED:
DESIGNED:
0/26/2
DRAWN:
2/ 1 2/2
CHECKED:
BY
DATE
AP P R
APPROVED:
NOTES:
1. CIVIL PLANS SHOWN AND NOTED WERE TAKEN FROM
PROTECT EX GRAVEL EXISTING DRAWINGS AND FIELD SURVEY.
TRENCHES AT PARKING 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES,
STALLS (TYP OF 4) 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
yyyy 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.
/ REMOVE EX TREE
SAVE AND PROTECT I
L\ ` EX LIGHTING y I
c
\ \\ \
k \ I
v REMOVE EX STORM MANHOLE \
\ \ SAVE AND PROTECT EX Ix
\
STORM MANHOLE VA
\ \ PLUG EX 6" INLET (SW) \ \ \
CID
`r0 „ P
y \ SAVE AND PROTECT \
EX WATER LINE \ \
i y
\ \ \ B, F
\ I E\ 1
IE
0 \ \
REMOVE EX �Y`,
LANDSCAPE ROCKS \
SA (TYP)
RIM-421 79 y
4' X 6' FULL OF WATER y �.
SAVE AND PROTECT
PORTION OF EX
FRENCH DRAIN TO
REMAIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FAG'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-422104
M
N
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10 0 5 10 20
I I I I I J
Scale 1=10'
LEGEND
— —
PROPERTY LINE
— _
EX CONTOUR (INDEX)
00
M
EX CONTOUR
Q
o
EX BUILDING
O
l 1
PROPOSED BUILDING OUTLINE
N
BUILDING/STRUCTURE REMOVAL
N
SAWCUT LINE
a_
ASPHALT REMOVAL
CONCRETE REMOVAL
STABILIZED CONSTRUCTION
ENTRANCE
y y
EX TREE TO REMAIN
EX TREE TO BE REMOVED
TREE PROTECTION
Cfl
Ln
EX CURB TO BE REMOVED
00
O.
. . . so
EX UTILITY TO BE REMOVED
O
IS
CATCH BASIN INSERT
N
N
LIMITS OF WORK
U
KEY MAP N
Know what's below.
Call before you dig.
Dial 811
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING J
Michael Sippo 01/27/2023 ' Q
CH
G
m
0
DATE:
LU
LINDBERGH HIGH SCHOOL MODERNIZATION 16 SEPT 2022
16426128TH AVE SE PIAELDBOOK:
RENTON, WA 98058 DRAWING NO:
TESC + DEMOLITION PLAN AREA F2-NORTH SCIENCE C1.2 E
+ COURTYARD SHEET: 4 OF, 64 �