HomeMy WebLinkAboutR-430809DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
FIRE LANE
RED PAINTED CURB
RHODODENDRON-
YAKU PRINCESS
2 GAL.
5�
i
EUONYMUS ALATUS
COMPACTUS
2 GAL.
205.22
MATCH EX
204.75±
MATCH EX
204.79±
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.
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT 1 1
PAVEMENT C2.1 C2.8 4" WHITE PAINTED
STALL STRIPING (TYP)
MATCH EX MATCH EX MATCH EX MATCH EX-\
205.37± 205.88±
206.58± 207.23±
205.71 206.00
x 206.00 \I207.26-
RHODODENDRON -/
YAKU PRINCESS
2 GAL.
2 RESTORE LANDSCAPING WITH -
C2.1 6" OF TOPSOIL, ND 3" OF MULCH
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
0
0
Know what's below.
Call before you dig.
VERTICAL
CURB (TYP)
3
C2.8
N
F;
N
JUNIPER S
PROCUM ENS
5 GAL..
-206.24 207.50
20"7
SOIL AMENDMENT
a> 2 8 �.
C2. V C2.8 p
mi=01*EA M M
SEED WITH 70% PERENNIAL RYEGRASS, ' 208.26
30% FINE FESCUE SEED MIX MATCH EX
46.98' 208.00±
FIRE LANE
RED PAINTED CURB
LIGUSTRUM "0,
JAPONICUM \ 4" WHITE PAINTED
5 GAL. STALL STRIPING (TYP)
177- I 208.14
AREA 1
SCALE: 1" = 10'
NEW ASPHALT 1
PAVEMENT 2.8
MATCH EX
207.83±
N
207.25
207.30
208.27
VERTICAL
-URB (TYP)
3
C2.8
MATCH EX \
207.62±
N
O
0
qq
ASPHALT
PAVEMENT
N
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
CRUSHED SURFACING
BASE COURSE (TYP)
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
RECOMPACTED
SUBGRADE
NOTES:
1. RECOMPACT SUBGRADE SHALL BE COMPACTED TO 95% MDD.
2. CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED TO 95% MMD.
3. ASPHALT PAVEMENT SHALL BE INSTALLED IN ONE SINGLE 4-INCH LIFT.
4. IN AREAS OF LANDSCAPING THE TOP LAYER OF GROUND IMPROVEMENT SHALL BE 6" OF CRUSHED
SURFACING TOPPED WITH 6" OF IMPORTED TOP SOIL.
ASPHALT DRIVEWAY REPAIR SECTION
NOT TO SCALE
SCORELINE
#4 REBAR TOP AND BOTTOM -
MATCH EX
I 6" THICK TOP SOIL MIN FOR
CEMENT CONCRETE
a_
207.59±
VIBURNUM DAVIDII GRASS
LANDSCAPED AREAS.
- -
5 GAL. 6" THICK TOP SOIL COVERED BY SIDEWALK, 4" THICK
3" BARK MULCH IN PLANTED
RESTORE LANDSCAPING WITH 2 �,
LANDSCAPED AREAS.
6" OF TOPSOIL AND 3" OF MULCH
C2.1 \
ASPHALT
CRUSHED
,. PAVEMENT
\ SURFACING BASE
\
1:6
NEYV INTEGRAL CEMENT
COURSE (TYP)
_
CONCRETE SIDEWALK AND CURB
6"
6"�
00
TRIAXIAL GEOGRID,
3:1
2
TENSAR TX7 OR
APPROVED ovovoUI
EQUIVALENT (TYP) 0
SINKHOLE REPAIR AREA. OVER EXCAVATE AND FILL
PER DETAILS 1 AND 2 ON THIS SHEET. EXCAVATION
RECOMPACTED
`\\/\\//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\i
LIMITS TO BE CONFIRMED IN THE FIELD WITH THE
SUBGRADE\\/
GEOTECHNICAL ENGINEER. TOTAL AREA EFFECTED
j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\� o
IS APPROXIMATELY 3720 SQUARE FEET.
NOTES:
y 1 2
1. RECOMPACT SUBGRADE SHALL BE COMPACTED TO 95% MDD.
C2.1 C2.1
2. CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED TO 95% MMD.
RHODODENDRON
YAKU PRINCESS
3. IN AREAS OF LANDSCAPING THE TOP LAYER OF GROUND IMPROVEMENT SHALL BE 6" OF CRUSHED
MATCH EX 2 GAL.
SURFACING TOPPED WITH 6" OF IMPORTED TOP SOIL.
J11)//
208.31±
INTEGRAL
SIDEWALK
AND
CURB
SECTION
34.83'
1 NEW ASPHALT
C2.1 PAVEMENT
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
00/
/
MATCH EX
208.03±
i
A"
i
i
\
16'
GENERAL IRRIGATION NOTE
MATCH EXISTING ASPHALT
PAVEMENT. SEAL JOINT
WITH EMULSION PER
WSDOT STANDARD SPEC
9-02.1(6). (TYP)
W ASPHALT 1
VEMENT C2.8
THIS CONTRACTOR SHALL REPLACE THE EXISTING IRRIGATION SYSTEM FOR ALL LANDSCAPED AREAS
DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
IRRIGAITON EQUIPMENT AND ZONES IMPACTED PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS
INDICATING LATERAL PIPE AND SPRAY HEAD LAYOUT IN AFFECTED ZONES AND HOW THE CONTRACTOR
INTENDS TO ADJUST THE EXISTING SYSTEM TO PROVIDE FULL HEAD TO HEAD COVERAGE.
IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES
UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. ALL SLEEVING SHALL BE MARKED, SEALED,
AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF THE LINE OR COMBINED LINES.
INSTALLER TO ADJUST ALL SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO VEHICLES AND PAVED
SURFACES.
NOT TO SCALE
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
LEGEND
RIGHT-OF-WAY/PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
123
-x x x x x-
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
` e o
RETAINING WALL SEE LANDSCAPE
PLANS
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
i
FABRICATION MANUAL (M 55-05)
VC
CONCRETE VERTICAL CURB
FC
CONCRETE FLUSH CURB
■
CATCH BASIN TYPE 1
D
STORM DRAINAGE PIPING
T 123.45
FINISHED GRADE SPOT ELEVATION
T TC: 123.45
TOP OF CURB
0
THUNDERCLOUD PLUM TREE
1.5" CALIPER
o �v�
SHRUB PLANTINGS, AS NOTED
CREEPING OREGON GRAPE
2 GAL. @ 36" O.C.
R=430809
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
ALIERATION OF THIS DOCUIENT SHALL INVALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATNN OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OXIFRSHP WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM DARED N THE ITI E BLOCN
AID IS NOT TO BE USED FOR REPAR. REMODEL OR
ADDITION TO THAT PROAM OR FOR ANY OTHER PRO EOT.
A
A
A
/ \ 05/13/2024 ADDENDUM 1
Revisions:
Sheet Title:
AREA 1 SITE
IMPROVEMENTS PLAN
Designed by: Drawn by: Checked by:
JAD JAD DCN
Sheet No.
■
09 of 17 Sheets