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7
DEVELOPMENT ENGINEERING
' SAMorman 07/05/2024
TALBOT HILL ELEMENTARY SCHOOL
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 30, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
D 7 AREA 7 I �\ \ L'AREA 'I\
4" WIDE WHITE PAINTED \ I I \ \ I �20g IV r /
STRIPING @ 2' OC
REMOVE ALL 34 EXISTING SIGNS ONSITE
INSTALL NEW POSTS AND FOOTINGS.
5 NEW SIGNS TO BE FURNISHED BY THE
C2.8 RENTON SCHOOL DISTRICT. ® y I ` r'
°FT / I II11
� III( I
III
LU
III I
/l
—7
6 • 1�.j
C2.6 AREA 6 �� • ' ,�.�
REPLACE ALL SITE SIGNS
WITH DUAL LANGUAGE
lilt(
Ill( - / ENGLISH / SPANISH SIGN. SEE
SIGN NOTE ON THIS PAGE
�006 I��I
® AREA 2 C2.2 III
AREA
3 AREA IIIII�I
C2.3 Il�l�il
I INSTALL PIEDMONT DS ADAPTER MODEL #SV ®
STAINLESS STEALBRUSHED FINISH W/ DEBRIS 1
EXCAVATION CLEANOUT OPTION TO ALL 41 C2.g
EXISTING BUILDING DOWNSPOUTS.
EXISTING 12" 66 LF STORM
DRAINAGE PIPE. REMOVE / / CONTRACTOR SHALL FIELD VERIFY SIZE AND
ROOTS, FLUSH, AND I J/ / / / / / ' / %�`y/ \ I IIII I I I SHAPE OF THE EXISTING CONNECTING PIPE
VIDEO INSPECT THE � / / � / / // / / / ® / I � o� / � I PRIOR TO CONSTRUCTION.
STORM DRAINAGE PIPE.
A ROPERMIT
IF BEI G ACCEd
1l - �o
it \ 4\N0
� \ 1� N I REPAIR AND ALIGN
\ 20 �� C2.9 DOUBLE SWING GATE
EQUIRED FOR THIS WORKvL \�
SED WITHIN THE ROW. /2 Q5� I
E4"-
l / l �I \ \ \- I INSTALL 3' x 6' TALL00
�91
�� jl / _ ` SWING GATE
I CT)`� EXISTING STORM �l I
I oo DRAINAGE PIPE TO BE �/ \
VIDEO INSPECTED. �l
REMOVE ANY / ALL DEBRIS - I
i. FROM EXISTING PIPE - l r o \\ 1 I\ III I
N o I II�
x/J
0
0
Know what's below.
Call before you dig.
/ 9 NEW CHAINLINK FENCE MESH
CONSTRUCT NEW WOOD BACKSTOP I / AT VERTICAL SECTION OF
/ I (2) - 4 X4 X8 TREATED LUMBER (POSTS) I lI I I i BASEBALL CAGE BACKSTOP.
(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
A- ) MINIMUM DEPTH OF 2' BELOW GROUND SURFACE
BID ALTERNATE - 438 LF 4' TALL FENCE LINE /'o /
\ \x \ WITH 12' x 4' TALL DOUBLE SWING VEHICLE GATE
\ �k
A- INSTALL NEW TOP BAR AND
MESH AT 3 PANELS OF FENCING
4-v
GRADING NOTES
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.
00
LO
LO
N
O
0
N
GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
LEGEND
— — RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
123 PROPOSED MINOR CONTOUR
123 PROPOSED MAJOR CONTOUR
x x x x x— 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
in-
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D I STORM DRAINAGE PIPING
.,,-123.45 FINISHED GRADE SPOT ELEVATION
T TW 123.45 TOP OF WALL
T BW 123.45 BOTTOM OF WALL
T TC: 123.45 TOP OF CURB
OR 3:1 SLOPE
R=430808
TACOMA • SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
TALBOT HILL
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230870.10
Issue Set & Date:
PERMIT SET
JUNE 21, 2024
6/21 /2023
NOTICE
ALTERATION OF THIS DOM ENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
MIERSIf RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= IDENTIFIED N THE ITI E BLOCI
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJW.
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
OVERALL SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked bv:
JAD JAD DCN
Sheet No.
C2.0
08 of 17 Sheets