HomeMy WebLinkAboutAPPROVED_C24002560_Talbot Hill ES Playfields_DC1VAN
INSTALL NEW TOP BAR AND
MESH AT 3 PANELS OF FENCING
BID ALTERNATE - 438 LF 4' TALL FENCE LINE
WITH 12' x 4' TALL DOUBLE SWING VEHICLE GATE
NEW CHAINLINK FENCE MESH
AT VERTICAL SECTION OF
BASEBALL CAGE BACKSTOP.
CONSTRUCT NEW WOOD BACKSTOP
(2) - 4"X4"X8' TREATED LUMBER (POSTS)
(5) - 2"x10"x16' TREATED LUMBER (CROSSES)
(10) - 3/4"x8" GALVANIZED EXTERIOR CARRIAGE
BOLTS AND ASSOCIATED WASHERS AND NUTS
SET POSTS IN CEMENT CONCRETE FOUNDATION A
MINIMUM DEPTH OF 2' BELOW GROUND SURFACE
REPAIR AND ALIGN
DOUBLE SWING GATE
INSTALL 3' x 6' TALL
SWING GATE
REMOVE ALL 34 EXISTING SIGNS ON SITE. INSTALL
NEW POSTS AND FOOTINGS. ALL NEW SIGNS WILL BE
DUAL LANGUAGE ENGLISH / SPANISH SIGNS AND WILL
BE FURNISHED BY THE RENTON SCHOOL DISTRICT.
INSTALL PIEDMONT DS ADAPTER MODEL #SV
STAINLESS STEALBRUSHED FINISH W/ DEBRIS
EXCAVATION CLEANOUT OPTION TO ALL 41
EXISTING BUILDING DOWNSPOUTS.
CONTRACTOR SHALL FIELD VERIFY SIZE AND
SHAPE OF THE EXISTING CONNECTING PIPE
PRIOR TO CONSTRUCTION.
EXISTING 12" 66 LF STORM
DRAINAGE PIPE. REMOVE
ROOTS, FLUSH, AND
VIDEO INSPECT THE
STORM DRAINAGE PIPE.
EXISTING STORM
DRAINAGE PIPE TO BE
VIDEO INSPECTED.
REMOVE ANY / ALL DEBRIS
FROM EXISTING PIPE.
20
3
20
3
20
4
9.43'
4" WHITE PAINTED
STRIPING @ 2' OC
11'
5'
2
5
'
9'
ADA VAN RESERVED
PARKING SIGN
ADA LOADING
ZONE SIGN
ADA SYMBOL AND VAN
MARKINGS PER WSDOT
STANDARD PLAN M24.60-04
4" WHITE PAINTED
STALL STRIPING
170
172
174
176
178
180
182
184
186
188
190
192
194
196
198
200
170
172
174
176
178
180
182
184
186
188
190
192
194
196
198
200
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
TALBOT HILL
ELEMENTARY SCHOOL
2230870.10
CONFORMED SET
JULY 17, 2024
JAD JAD DCN
21
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWN. 23 N.,
RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
05/13/2024 ADDENDUM 1
TE
D
-
4
0
-
4
3
0
8
C2
4
0
0
2
5
5
8
R-4308
PERMIT REVISIONS
C2.0
08
OVERALL SITE
IMPROVEMENTS PLAN
1.THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS.
2.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL PAVED AND NON-PAVED AREAS, AND SHALL GRADE ALL AREAS TO
PRECLUDE PONDING OF SURFACE WATER.
3.THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE DESIGN
TOP OF PAVEMENT UNLESS NOTED OTHERWISE.
4.VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN
BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE.
5.ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS
HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE
PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%.
6.TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE.
7.ALL NON-HARDSCAPED AREAS SHALL RECEIVE COMPOST-AMENDED SOILS PER
THE CITY OF RENTON STANDARD PLAN 264.00 AND STABILIZED WITH GRASS
SEED. UNDERDRAIN, COLLECTOR DRAIN, AND STORMWATER DETENTION AREA
SHALL BE RESTORED AS NOTED ON STORMWATER DRAINAGE PLAN AND
DETAILS SHEETS.
GRADING NOTES
AREA 1
AREA 6
AREA 5
AREA 2
AREA 3
1
C2.1
6
C2.6
5
C2.5
2
C2.2
3
C2.3
4
C2.4 AREA 4
7
C2.7 AREA 7
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
N
LEGEND
RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
FABRICATION MANUAL (M 55-05)
ADA SYMBOL PER WSDOT STANDARD
PLAN M-24.60-04
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
TOP OF WALL
BOTTOM OF WALL
TOP OF CURB
SLOPE
123
123
123.45
TW 123.45
BW 123.45
TC: 123.45
3:1OR1.0%
1
C2.9
5
C2.8
08
EXISTING STORM PROFILE
SCALE: HORIZ 1"=30'; VERT 1"=6'
R/W
46LF+/- 10"
PVC SDR 35
EX. 12" CONCRETE
PIPE
EX. CONTROL
STRUCTURE
CONNECT TO EX.
RISER
SEE ENLARGEMENT
TA
L
B
O
T
R
O
A
D
S
O
U
T
H
CONCRETE BLOCK
ANCHOR PER DETAIL
THIS SHEET
10" DIAMETER
PVC SDR 35
O.D. = 10.5"
1
2
"
EX. CONCRETE PIPE
3.0' MIN
.
WRAP JOINT WITH
GEOTEXTILE AND
SECURE WITH BANDS
NOTES:
1. CONTRACTOR TO REMOVE EX. CEMENT CONCRETE PIPE TO
NEAREST JOINT ON PROPERTY SIDE OF R/W LINE.
2. FIELD VERIFY INSIDE DIMENSION OF EX. PIPE AND O.D. OF
NEW PIPE.
3. RESTORE EXISTING GRADE TO PRE EXISTING GRADES AND
HYDROSEED. PROVIDE TESC NETTING UNTIL GRASS HAS
ESTABLISHED.
REMOVE 46' +/- LF OF EX. 12"
CONC STORM LINE.
REPLACE WITH NEW 10" PVC
SDR 35. SEE NOTES AND
DETAILS THIS SHEET.
9/2/2025
8/29/2025 STORM LINE REVISION
FILL SPACE
BETWEEN PIPES
WITH GROUT
x
x
TREES TO BE
DEMOLISHED
TREES
PROTECTION
FENCE
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呒䕅 偒佔䕃呉低
jding 09/03/2025
CURRENT PLANNINGDEVELOPMENT ENGINEERING
msippo 09/03/2025