HomeMy WebLinkAboutP_Construction_Plans_240621_v2AZ 181° 43' 19.32"AZ 271° 43' 19.32"
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AZ 90° 01' 25.32"AZ 207° 01' 29.04"L=399.18'R=925.00'Δ=24°43'34"AZ 2° 17' 18.35"TALBOT ROAD SS 23RD STREET
TALBOT HILL
ELEMENTARY SCHOOL
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
N
VICINITY MAP
NOT TO SCALE
N
SITE
TRENCH NOTE
UTILITY NOTE
TOPOGRAPHIC NOTE
FILL SPECIFICATION
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL
ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY
SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR
THE LOCATION OF UNDERGROUND UTILITIES.
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE
ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO
THESE DRAWINGS AS A RESULT.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL,
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH
SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE
PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL
NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR
PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS
AND COST FOR ELECTRONIC AUTOCAD FILES.
PHONE: (253) 383-2422
FAX: (253) 383-2572
CONTACT: JAMES A. DALEY
AUTOCAD FILE
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
LEGAL DESCRIPTION
2300 TALBOT ROAD S, RENTON, WA 98055
SITE ADDRESS
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY
CORRECTED GPS OBSERVATIONS USING WSRN AND
GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE
CUL DE SAC)
ELEV: 230.75
VERTICAL DATUM
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION,
BASED ON GPS OBSERVATIONS USING WSRN AND
GEOID 2012A. UNITS OF MEASUREMENT ARE US
SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE
CUL DE SAC)
BASIS OF BEARING
3023059073
PARCEL NUMBER
CONTRACTOR SHALL FURNISH AS-BUILT RIM ELEVATIONS,
PIPE INVERT ELEVATIONS, AND STRUCTURE LOCATIONS
(COORDINATES) TO THE NEAREST 0.01 FOOT FOR ALL STORM
DRAINAGE AND UTILITY STRUCTURES, AND AS-BUILT SLOPE
MEASUREMENTS TO THE NEAREST 0.01% FOR ALL CURB
RAMP AND LANDING PANEL JOINTS. CONTRACTOR SHALL
ENGAGE WITH A PROFESSIONAL LAND SURVEYOR LICENSED
IN THE STATE OF WASHINGTON TO FURNISH AS-BUILT
INFORMATION.
AS-BUILT NOTE
SHEET INDEX
Sheet No.Sheet Title
C0.0 COVER SHEET
C1.0 OVERALL DEMOLITION & TESC PLAN
C1.1 AREA 1 DEMOLITION & TESC PLAN
C1.2 AREA 2 DEMOLITION & TESC PLAN
C1.3 AREA 3 DEMOLITION & TESC PLAN
C1.4 AREA 4 DEMOLITION & TESC PLAN
C1.5 AREA 6 DEMOLITION & TESC PLAN
C2.0 OVERALL SITE IMPROVEMENTS PLAN
C2.1 AREA 1 SITE IMPROVEMENTS PLAN
C2.2 AREA 2 SITE IMPROVEMENTS PLAN
C2.3 AREA 3 SITE IMPROVEMENTS PLAN
C2.4 AREA 4 SITE IMPROVEMENTS PLAN
C2.5 AREA 5 SITE IMPROVEMENTS PLAN
C2.6 AREA 6 SITE IMPROVEMENTS PLAN
C2.7 AREA 7 SITE IMPROVEMENTS PLAN
C2.8 SITE IMPROVEMENTS NOTES & DETAILS
C2.9 SITE IMPROVEMENTS DETAILS
C0.0
01
COVER SHEET
OWNER/APPLICANT CIVIL ENGINEER
AHBL INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PHONE: 253-383-2422
CONTACT: DAVID NASON
EMAIL: DNASON@AHBL.COM
SURVEYOR ARCHITECT
HUTTEBALL + OREMUS ARCHITECTURE
4010 LAKE WASHINGTON BOULEVARD NE, SUITE 320
KIRKLAND, WA 98033
PHONE: 425-828-8948
CONTACT: KEVIN OREMUS
EMAIL: KOREMUS@HOARCH.COM
RENTON SCHOOL DISTRICT
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
PHONE: 425-204-4437
CONTACT: ANDREW HOLLENBACK
EMAIL: ANDREW.HOLLENBACK@RENTONSCHOOLS.US
AHBL INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PHONE: 253-383-2422
CONTACT: DAVE FOLLANSBEE
EMAIL: DFOLLANSBEE@AHBL.COM
01
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
Surface Water Enginering
JFarah 07/10/2024
REGIONAL FIRE AUTHORITY
cthomas 07/11/2024
APPROVED
TALBOT ROAD SS 23RD STREET
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
N
C1.0
02
OVERALL DEMOLITION
& TESC PLAN
CONTRACTOR SHALL FURNISH, INSTALL, ADJUST, AND MAINTAIN
TEMPORARY 6 FOOT CHAINLINK SECURITY FENCE AT SITE
PERIMETER FOR ENTIRE DURATION OF PROJECT. SECURITY
FENCE SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO,
CHAINLINK FABRIC, RAILS, POSTS, GATES, LOCKS, AND BRACES.
CLEARING LIMITS NOTE
THE CLEARING LIMITS SHOWN MAY NEED TO BE ADJUSTED
TO PERFORM THE WORK. CONTRACTOR IS RESPONSIBLE
FOR REVIEWING LIMITS AND CONFIRMING SILT FENCE
LOCATION PRIOR TO WORK. ANY ADJUSTMENTS SHALL BE
AT THE COST OF THE CONTRACTOR.
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
SW
IP
IP
IP
IP
IP
TYP
TYP
TYP
TYP
TYP
DEMOLISH CHAINLINK FENCE
MESH AT VERTICAL SECTION OF
BASEBALL CAGE BACKSTOP.
PROTECT / PRESERVE
FENCE POSTS.
DEMOLISH CHAINLINK FENCE
MESH AND TOP BARS.
PROTECT / PRESERVE
VERTICAL FENCE POSTS.
1
C1.1
2
C1.2
3
C1.3
5
C1.4
6
C1.5
4
C1.4
7
C1.4 AREA 1AREA 7
AREA 6
AREA 5
AREA 2
AREA 3
DEMOLISH 3' LENGTH CHAINLINK FENCE
MESH AND STAND ALONE POST.
PROTECT / PRESERVE FENCE POSTS
CONNECTED TO THE REMAINING
EXISTING FENCE.
AREA 4
2
C1.0
DEMOLITION NOTES
1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE
THE DEMOLITION OF ALL EXISTING BUILDINGS, PAVING, UTILITIES AND OTHER
EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS
INDICATED BY THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO
CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL
NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS
IN THE BASE BID.
2.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL
CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT.
3.CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL
DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE.
4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ENSURING THAT ALL UTILITIES
HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION. CONTRACTOR
SHALL COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION.
5.COORDINATE POWER DEMOLITION WITH UTILITY PURVEYOR AND ELECTRICAL PLANS.
CONTRACTOR TO ENSURE THAT DEMOLITION OF LINES WILL NOT COMPROMISE
POWER TO OTHER AREAS.
6.UTILITIES TO BE ABANDONED SHALL BE CAPPED. CONTRACTOR SHALL AS-BUILT
LOCATION.
7.CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION ACCESS IS
PROVIDED TO SITE AND EXISTING STRUCTURES TO REMAIN. CONTRACTOR SHALL
ALSO PROVIDE ADEQUATE FIRE PROTECTION FOR THE NEW BUILDING.
8.COORDINATE DEMOLITION OF ASPHALT WITH TESC PLAN. MAINTAIN PAVEMENT AS A
WORKING SURFACE AS LONG AS FEASIBLE.
9.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE
WITH WATER UNTIL SURFACE IS WET. SEE BMP C140.
10.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.
1 NOT TO SCALE
TESC STANDARD NOTES 2 NOT TO SCALE
CATCH BASIN INSERT
02
DEMOLISH ADA
CROSSWALK STRIPING
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
DEMOLISH ASPHALT PAVEMENT, VERTICAL
CURBING, AND STRIPING. REVIEW LIMITS
WITH GEOTECHNICAL ENGINEER PRIOR TO
START OF WORK. (TYP)
DEMOLISH CEMENT
CONCRETE WALKWAY
DEMOLISH ASPHALT PAVEMENT
PATCH AND ADJACENT
DAMAGED PAVEMENT
DEMOLISH ASPHALT PAVEMENT
PATCH AND ADJACENT
DAMAGED PAVEMENT
IP
IP
IP
34'16'14'11'SL
SL
SL
SL
SL
SL
SL
DEMOLISH ASPHALT PAVEMENT, VERTICAL
CURBING, AND STRIPING. REVIEW LIMITS
WITH GEOTECHNICAL ENGINEER PRIOR TO
START OF WORK. (TYP)
SWEEP ASPHALT AS REQUIRED
TO REMOVE ACCUMULATES
SEDIMENT (TYP)
21.71'
101.58'33.11'11.39'
19.53'
40.69'22.10'18.47'20.23'1
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
C1.1
03
AREA 1 DEMOLITION &
TESC PLANLEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
SL
1 SCALE: 1" = 10'
AREA 1
2
C1.0
03
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
DEMOLISH CEMENT
CONCRETE WALKWAY,
VERICAL CURBING, AND
ASPHALT PAVEMENT
DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
DEMOLISH CEMENT
CONCRETE TO
NEAREST PANEL
REMOVE CEMENT CONCRETE BENCH /
FLAGPOLE BASE AND ASSOCIATED LIGHTING.
FLAGPOLE TO BE RELOCATED - SEE SHEET
C2.2 FOR NEW FLAGPOLE LOCATION
DEMOLISH INSIDE SEMICIRCLE PANELS
OF CEMENT CONCRETE PAVEMENT
DEMOLISH LIGHTING IN
CEMENT CONCRETE
WALKWAY (TYP). SEE
ELECTRICAL PLANS
FOR ADDITIONAL
INFORMATION.
DEMOLISH CROSSWALK
STRIPING (TYP)
SL
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C1.2
04
AREA 2 DEMOLITION &
TESC PLAN
SL
SL
SL
SL
GRAPHIC SCALE
0 5 10
1" = 5 FEET
N
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
SL
2 SCALE: 1" = 5'
AREA 2
2
C1.0
04
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
IP
IP
DEMOLISH DAMAGED
ASPHALT PAVEMENT
DEMOLISH CEMENT CONCRETE
WALKWAY AND RAMP, VERTICAL
CURBING, ASSOCIATED ASPHALT
PAVEMENT, AND STRIPING
DEMOLISH CEMENT CONCRETE
WALKWAY AND RAMP, VERTICAL
CURBING, ASSOCIATED ASPHALT
PAVEMENT, AND STRIPING
SALVAGE BENCH.
REINSTALL PER
SHEET C2.3. (TYP)
SALVAGE TABLE.
REINSTALL TABLE
PER SHEET C2.3.
DEMOLISH CEMENT
CONCRETE PAVEMENT
DEMOLISH CEMENT CONCRETE
WALKWAY, VERTICAL CURBING, AND
ASSOCIATED ASPHALT PAVEMENT
DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
23'6'
SL
SL
SL
SL
SL
SL
SL
SL
REMOVE / REPLACE ADA
RESERVED PARKING SIGN
PRESERVE / PROTECT
EXISTING STRIPING
(TYP)
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C1.3
05
AREA 3 DEMOLITION &
TESC PLAN
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
3 SCALE: 1" = 10'
AREA 3
2
C1.0
SL
05
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
IP
DEMOLISH ASPHALT
PAVEMENT
SL
REMOVE AND
PROTECT EXISTING
PLAY MAT RAMP.
REINSTALL AFTER
NEW STORM
DRAINAGE IS
CONSTRUCTED.
IP
IP
DEMOLISH CEMENT
CONCRETE PANEL
DEMOLISH DAMAGED
ASPHALT PAVEMENT
SL
IP
DEMOLISH CEMENT CONCRETE
WALKWAY, VERTICAL CURBING,
ASPHALT PAVEMENT, AND STRIPING37'SL
SL
SL
8'32'DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
DEMOLISH CEMENT CONCRETE
TO NEAREST PANEL
SL
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C1.4
06
AREA 4 DEMOLITION &
TESC PLAN
4 SCALE: 1" = 10'
AREA 4
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
5 SCALE: 1" = 10'
AREA 5
7 SCALE: 1" = 10'
AREA 7
2
C1.0
SL
06
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
DEMOLISH THREE PANELS OF
CEMENT CONCRETE WALKWAY
SL
SL
DEMOLISH DAMAGED
ASPHALT PAVEMENT
DEMOLISH DAMAGED
ASPHALT PAVEMENT
43'11'10'5'
SL
SL
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C1.5
07
AREA 6 DEMOLITION &
TESC PLAN
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
MATCHLINE
MATCHLINE
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
6 SCALE: 1" = 10'
AREA 6
6 SCALE: 1" = 10'
AREA 6
2
C1.0
SL
07
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
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
REPLACE ALL SITE SIGNS
WITH DUAL LANGUAGE
ENGLISH / SPANISH SIGN. SEE
SIGN NOTE ON THIS PAGE
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.203203204REMOVE ALL 34 EXISTING SIGNS ONSITE.
INSTALL NEW POSTS AND FOOTINGS.
NEW SIGNS TO BE FURNISHED BY THE
RENTON SCHOOL DISTRICT.
9.43'4" WIDE WHITE PAINTED
STRIPING @ 2' OC
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
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
1
C2.9
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)
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
6/21/2023
A ROW permit required for this work
if being accessed within the ROW.
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
SINKHOLE REPAIR AREA. OVER EXCAVATE AND FILL
PER DETAILS 1 AND 2 ON THIS SHEET. EXCAVATION
LIMITS TO BE CONFIRMED IN THE FIELD WITH THE
GEOTECHNICAL ENGINEER. TOTAL AREA EFFECTED
IS APPROXIMATELY 3720 SQUARE FEET.
FIRE LANE
RED PAINTED CURB
FIRE LANE
RED PAINTED CURB
34'11'14'16'
NEW ASPHALT
PAVEMENT
NEW ASPHALT
PAVEMENT
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
MATCH EXISTING ASPHALT
PAVEMENT. SEAL JOINT
WITH EMULSION PER
WSDOT STANDARD SPEC
9-02.1(6). (TYP)MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT
PAVEMENT 4" WHITE PAINTED
STALL STRIPING (TYP)
4" WHITE PAINTED
STALL STRIPING (TYP)
NEW ASPHALT
PAVEMENT
NEW INTEGRAL CEMENT
CONCRETE SIDEWALK AND CURB
VERTICAL
CURB (TYP)
VERTICAL
CURB (TYP)
SOIL AMENDMENT
RESTORE LANDSCAPING WITH
6" OF TOPSOIL AND 3" OF MULCH
MATCH EX
208.31±208.27
MATCH EX
208.03±
MATCH EX
207.83±
MATCH EX
208.00±MATCH EX
204.75±
MATCH EX
204.79±
MATCH EX
205.37±
MATCH EX
207.62±
MATCH EX
207.59±
MATCH EX
207.23±
MATCH EX
205.88±MATCH EX
206.58±
TC: 208.76
208.08
208.09
208.14
208.05
TC: 208.00
208.81
206.87
206.24
206.00
206.00205.71
205.22
207.30
207.25
207.26
27.62'34.83'47.79'27.39'46.98'8.13'RESTORE LANDSCAPING WITH
6" OF TOPSOIL AND 3" OF MULCH
208.26
207.50
LIGUSTRUM
JAPONICUM
5 GAL.
VIBURNUM DAVIDII
5 GAL.
RHODODENDRON
YAKU PRINCESS
2 GAL.
RHODODENDRON
YAKU PRINCESS
2 GAL.
JUNIPERUS
PROCUMBENS
5 GAL..
SEED WITH 70% PERENNIAL RYEGRASS,
30% FINE FESCUE SEED MIX
RHODODENDRON
YAKU PRINCESS
2 GAL.
EUONYMUS ALATUS
COMPACTUS
2 GAL.
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.1
09
AREA 1 SITE
IMPROVEMENTS PLAN
1 SCALE: 1" = 10'
AREA 1
1
C2.8
1
C2.8
1
C2.1
1
C2.1
3
C2.8
3
C2.8
1
C2.1
8
C2.8
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
TOP OF CURB
THUNDERCLOUD PLUM TREE
1.5" CALIPER
SHRUB PLANTINGS, AS NOTED
CREEPING OREGON GRAPE
2 GAL. @ 36" O.C.
123
123
123.45
TC: 123.45
4"8"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.
3:1
1.0'ASPHALT
PAVEMENT
CRUSHED SURFACING
BASE COURSE (TYP)
RECOMPACTED
SUBGRADE
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED EQUIVALENT
1 NOT TO SCALE
ASPHALT DRIVEWAY REPAIR SECTION1.0'1.0'NOTES:
1.RECOMPACT SUBGRADE SHALL BE COMPACTED TO 95% MDD.
2.CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED TO 95% MMD.
3.IN AREAS OF LANDSCAPING THE TOP LAYER OF GROUND IMPROVEMENT SHALL BE 6" OF CRUSHED
SURFACING TOPPED WITH 6" OF IMPORTED TOP SOIL.
2 NOT TO SCALE
INTEGRAL SIDEWALK AND CURB SECTION
6" THICK TOP SOIL MIN FOR
GRASS LANDSCAPED AREAS.
6" THICK TOP SOIL COVERED BY
3" BARK MULCH IN PLANTED
LANDSCAPED AREAS.
CEMENT CONCRETE
SIDEWALK, 4" THICK
6"
1" R
ASPHALT
PAVEMENT
6"6"
1:63" (TYP)TRIAXIAL GEOGRID,
TENSAR TX7 OR
APPROVED
EQUIVALENT (TYP)
SCORELINE
#4 REBAR TOP AND BOTTOM
6"18"14"CRUSHED
SURFACING BASE
COURSE (TYP)
RECOMPACTED
SUBGRADE
3:1
1.0'1.0'2
C2.1
1
C2.8
2
C2.8
2
C2.1
2
C2.1
2
C2.1
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.
GENERAL IRRIGATION NOTE
09
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
MATCH SCORING / JOINTING
TO EXISTING CONCRETE (TYP)
NEW FLAGPOLE LOCATION
NEW ASPHALT
PAVEMENT
NEW CEMENT CONCRETE
MATCH EX
205.74±
MATCH EX
205.96±
MATCH EX
206.00±
MATCH EX
206.42±
MATCH EX
206.48±
MATCH EX
206.37±
MATCH GRADE OF EXISTING
CEMENT CONCRETE (TYP)
VERTICAL CURB
FIRE LANE - RED PAINTED CURB
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER
WSDOT STANDARD SPEC 9-02.1(6). (TYP)
REFER TO ELECTRICAL PLANS
FOR HAND HOLE LOCATIONS
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.2
10
AREA 2 SITE
IMPROVEMENTS PLAN
2 SCALE: 1" = 5'
AREA 2
1
C2.8
3
C2.8
2
C2.8
2
C2.9
GRAPHIC SCALE
0 5 10
1" = 5 FEET
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
123
123
123.45
10
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
VERTICAL CURB.
FIRE LANE - RED PAINTED CURB
VERTICAL CURB.
FIRE LANE - RED PAINTED CURB
ADA LOADING
ZONE SIGN
NEW ASPHALT
PAVEMENT
23'7'
6'
ADA RESERVED
PARKING SIGN
ADA RESERVED
PARKING SIGN
4'
4'
3' (TYP)
3'7.8'8.5'
8.5'
3'6.8'NEW CEMENT
CONCRETE WALKWAY
NEW ASPHALT
PAVEMENT
NEW CEMENT
CONCRETE WALKWAY
NEW CEMENT
CONCRETE WALKWAY
NEW CEMENT
CONCRETE PAVEMENT
SOIL AMENDMENT
5'8'8'R7'
NEW ASPHALT
PAVEMENT
5'
TABLE
LOCATION
BENCH
LOCATION (TYP)
MATCH EX
206.62±
MATCH EX
206.83±
MATCH EX
206.86±
MATCH EX
206.94±
MATCH EX
206.92±MATCH EX
206.95±
MATCH EX
207.10±
MATCH EX
206.69±
MATCH EX
206.61±MATCH EX
206.52±
MATCH EX
206.55±
MATCH EX
206.48±
MATCH EX
206.50±
MATCH EX
206.81±MATCH EX
206.72±
MATCH EX
206.77±
MATCH EX
207.26±
MATCH EX
207.20±
MATCH EX
206.72±
MATCH EX
206.50±
206.18
206.22
206.24
TC: 206.83
BC: 206.83 206.28
TC: 206.80
206.92
207.03
206.54
206.57
206.74
206.81
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
TC: 206.79
BC: 206.29
TC: 206.77
BC: 206.27
TC: 206.73
BC: 206.73
206.61
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
MATCH EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
1.00%
1.00%0.50%6.75%1.00%
1.00%5.75%TC: 206.67
1.00%1.28%1.27%206.62206.67
206.91 206.861.00%1.57%1.57%EG: 207.27
EG: 207.26
0.28%
1.18%0.35%1.21%207.19MATCH EX
207.00±
TRANSITIONAL
PANEL
207.11
207.05
0.89%1.50%
1.57%1.07%
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.3
11
AREA 3 SITE
IMPROVEMENTS PLAN
3 SCALE: 1" = 10'
AREA 3
1
C2.8
2
C2.8
7
C2.8
2
C2.8
4
C2.8
2
C2.8
1
C2.8
3
C2.8
4
C2.8
4
C2.8
3
C2.8
1
C2.8
2
C2.8
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
TOP OF CURB
BOTTOM OF CURB
EXISTING GRADE
SLOPE
123
123
123.45
TC: 123.45
BC: 123.45
EG: 123.45
3:1OR1.0%
1.BASE BID SHALL INCLUDE INSTALLATION OF THE SALVAGED BENCHES AND TABLES AS
SHOWN ON THIS SHEET. CONTRACTOR SHALL ANCHOR BENCHES PER THE
MANUFACTURER'S RECOMMENDATIONS.
2.ALTERNATE BID SHALL INCLUDE INSTALLATION OF NEW TABLES AND BENCHES (SEE SITE
FURNISHINGS SPECIFICATION) IN THE LOCATIONS SHOWN ON THIS SHEET. SALVAGED
BENCHES AND TABLES SHALL BE INSTALLED ON THE SOUTH SIDE OF THE SCHOOL IN THE
PAVED PLAY AREA. LOCATION TO BE PROVIDED BY OWNER. CONTRACTOR SHALL CORE
EXISTING PAVING AND INSTALL CEMENT CONCRETE 1-FT DIAMETER FOOTINGS, 24-INCHES
DEEP AT EACH ANCHOR POINT, FLUSH WITH THE ADJACENT PAVING AND ANCHOR TO
BENCHES AND TABLES PER MANUFACTURER'S RECOMMENDATIONS.
BENCH AND TABLE NOTES:
11
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
SDCB #1, TYPE 1
ADA GRATE
RIM: 206.02± (MATCH EX)
IE: 204.77 8" (N)
11 LF 8" DUCTILE IRON
PIPE @ 1.0% MIN
10 LF 8" DUCTILE
IRON PIPE @ 1.0%
EDGE OF RUBBER
PLAY MAT
NEW ASPHALT PAVEMENT
REINSTALL RUBBER
PLAY MAT RAMP
MATCH EXISTING ASPHALT PAVEMENT. SEAL JOINT
WITH EMULSION PER WSDOT STANDARD SPEC 9-02.1(6).
SDCB #2, TYPE 1
ADA GRATE
RIM: 206.02± (MATCH EX)
IE: 204.68 8" (N,S)
CONNECT INTO EXISTING STORMWATER DRAINAGE LINE.
CONTRACTOR SHALL POTHOLE TO VERIFY INVERT
ELEVATION PRIOR TO CONSTRUCTION.
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.4
12
AREA 4 SITE
IMPROVEMENTS PLAN
1 NOT TO SCALE
CATCH BASIN TYPE 1
4 SCALE: 1" = 5'
AREA 4
1
C2.4
7
C2.8
6
C2.8
7
C2.8
6
C2.8
1
C2.8
GRAPHIC SCALE
0 5 10
1" = 5 FEET
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
123
123
1
C2.4
12
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
Surface Water Enginering
JFarah 07/10/2024
12 LF 4" PVC SDR-35
RECONNECT EXISTING 4" DRAIN
LINE TO EXISTING CATCH BASIN
GRIND THE EDGE OF CONCRETE
WALKWAY SMOOTH AND FLUSH
WITH THE EXISTING ASPHALT
NEW CEMENT
CONCRETE WALKWAY
FILL LANDSCAPED AREA MATCHING EXISTING
GRADES AT THE PERIMETER CEMENT CONCRETE
WALKWAYS AND ASPHALT PAVEMENT.
SOILS AMENDMENT.
MAINTAIN RIM
ELEVATION / LOW POINT
MAINTAIN RIM
ELEVATION / LOW POINT
MATCH EX
202.95±
MATCH EX
202.92±
MATCH EX
202.72±
MATCH EX
202.95±
MATCH EX
202.80±
202.58
202.70
2032032041
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.5
13
AREA 5 SITE
IMPROVEMENTS PLAN
5 SCALE: 1" = 10'
AREA 5
6
C2.8
5
C2.8
2
C2.8
7
C2.8
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
123
123
123.45
13
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
CONNECT TO
EXISTING FENCE
3' x 6' TALL SWING GATE
NEW CEMENT
CONCRETE WALKWAY
22 LF 6' TALL FENCING
202.44
MATCH EX
202.53±
MATCH EX
202.91±
MATCH EX
202.64±
MATCH EX
202.91±
202.82
88 LF 4' TALL FENCING
11'43'5'10'NEW ASPHALT PAVEMENT. MATCH
EXISTING ASPHALT PAVEMENT. SEAL
JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
NEW ASPHALT PAVEMENT. MATCH
EXISTING ASPHALT PAVEMENT. SEAL
JOINT WITH EMULSION PER WSDOT
STANDARD SPEC 9-02.1(6). (TYP)
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.6
14
AREA 6 SITE
IMPROVEMENTS PLAN
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
MATCHLINE
MATCHLINE
6 SCALE:1" = 10'
AREA 6
6 SCALE:1" = 10'
AREA 6
1
C2.8
2
C2.8
1
C2.8
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)
VC CONCRETE VERTICAL CURB
FC CONCRETE FLUSH CURB
CATCH BASIN TYPE 1
STORM DRAINAGE PIPING
FINISHED GRADE SPOT ELEVATION
123
123
123.45
3
C2.9
2
C2.9
2
C2.9
14
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
CONNECT NEW BLOCK WALL TO
EXISTING BLOCK WALL. MATCH
NEW BLOCK TYPE TO EXISTING.
88 LF 12" BLOCK RETAINING WALL.
3' MAXIMUM HEIGHT
NEW CEMENT
CONCRETE WALKWAY
NEW ASPHALT PAVEMENT. MATCH
EXISTING ASPHALT PAVEMENT.
SEAL JOINT WITH EMULSION PER
WSDOT STANDARD SPEC 9-02.1(6).
MATCH EX
204.39±
MATCH EX
204.39±
MATCH EX
202.69±
MATCH EX
202.78±
202.48
202.81
TW: 205.16TW: 204.67
TW: 204.68
TW: 204.69
TW: 205.31
TW: 204.74
BW: 202.67
BW: 202.66
BW: 204.63
BW: 202.69
BW: 203.73
BW: 204.39
3.23%1.62%2.46%0.7
3
%
0.0
0
%
1.4
0
%2034" PERFORATED PVC PIPE WALL DRAIN
CONNECT WALL DRAIN TO CATCH
BASIN AT 1.0% MIN SLOPE
PROVIDE TREE PROTECTION TO ALL TREES / TALL SHRUBS
IN BACK OF WALL AREA. PROVIDE 6" TOP SOIL, TOPPED
WITH 3" BARK MULCH TO DISTURBED LANDSCAPING.
203.24
7.50%203.31
203.28
MATCH EX
202.90±
MATCH EX
202.31±
202.81
202.65
202.69
202.68 202.72
203.20
203.87
7.49%0.5
0
%
0.5
0
%
0.5
0
%
0.0
0
%2.34%0.50%0.48%0.50%1.50%0.50
%1.14%0.31
%
0.02
%
MATCH EX
202.84±5.00'5.00'7.00'6.05'5.00'9.43'MATCH EX
203.85±
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.7
15
AREA 7 SITE
IMPROVEMENTS PLAN
GRAPHIC SCALE
0 5 10
1" = 5 FEET
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
MUTUAL MATERIALS CORNERSTONE
BLOCK RETAINING WALL, OR EQUIVALENT
DETECTABLE WARNING SURFACE PER
WSDOT STANDARD PLAN F-45.10-03
R7-801 SIGN PER WSDOT SIGN
FABRICATION MANUAL (M 55-05)
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
SLOPE
123
123
123.45
TW 123.45
BW 123.45
3:1OR1.0%7 SCALE: 1" = 5'
AREA 7
1
C2.8
2
C2.8
NOTES:
1.DEPTHS INDICATED ARE COMPACTED THICKNESS.
2.EXCAVATE EXISTING NATIVE SOIL TO A LEVEL OF AT LEAST 1.5 FOOT BELOW THE DESIGN ELEVATION OF THE WALL.
ALL DELETERIOUS MATERIALS ENCOUNTERED (TOPSOIL, ORGANICS, AND OTHER DEBRIS) SHOULD BE REMOVED AND
WASTED FROM THE SITE. EXPOSED SUBGRADES SHOULD CONSIST OF CLEAN NATIVE SOIL.
3.COMPACT EXPOSED SUBGRADES SUCH THAT THE UPPER ONE (1) FOOT ACHIEVES A COMPACTION LEVEL OF AT LEAST
95 PERCENT OF THE MAXIMUM DRY DENSITY PER THE ASTM D1557 TEST METHOD. LOOSE OR SOFT AREAS THAT
CANNOT BE COMPACTED TO THIS LEVEL SHOULD BE OVER-EXCAVATED AND REPLACED WITH COMPACTED
STRUCTURAL FILL.
4. 6-INCH-THICK LEVELING PAD OF WELL-GRADED SAND AND GRAVEL IS PLACED ON THE PREPARED SUBGRADE PRIOR
TO BLOCK PLACEMENT. THIS PAD SHOULD EXTEND AT LEAST 6 INCHES BEYOND THE FRONT AND BACK SIDES OF THE
BLOCK AND BE TAMPED TO A FIRM CONDITION.
5.WALL BACKFILL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES AND COMPACTED WITH HAND-OPERATED
COMPACTION EQUIPMENT. COMPACTION OF WALL BACKFILL SHOULD BE BETWEEN 90 TO 92 PERCENT OF THE
MAXIMUM DRY DENSITY (MDD) PER THE ASTM D1557 TEST METHOD WITHIN 3 FEET OF THE BACK OF THE WALL. AT A
DISTANCE GREATER THAN 3 FEET BEHIND THE BACK OF THE WALL, BACKFILL CAN BE COMPACTED USING
CONVENTIONAL ROLLERS, WITH BACKFILL COMPACTED TO AT LEAST 92 PERCENT OF THE MDD (ASTM D1557).
TYPICAL WALL SECTION
SCALE: 1" = 1'
BOTTOM FACE OF WALL
(BFW ELEV SHOWN ON PLANS)
MUTUAL MATERIALS
CORNERSTONE BLOCK
RETAINING WALL
TOP OF WALL
(TW ELEV SHOWN ON PLANS)
BOTTOM OF WALL
(BW ELEV SHOWN ON PLANS)
NATIVE / EXISTING
FILL SOILS
4" PERFORATED
PVC PIPE
6" TOP SOIL
TOPPED WITH 3" BARK MULCH
STRUCTURAL FILL
COMPACTED TO 95% MDD
PLACED IN 8" LIFTS
GRAVEL BACKFILL FOR WALLS
WSDOT 9-03.12(2) COMPACTED
TO 95% MDD
6"
WELL GRADED GRAVEL
COMPACTED TO 95% MDD
COMPACT SUBGRADE BELOW
FOOTING FIRM AND UNYIELDING
MUTUAL MATERIALS CORNERSTONE BLOCK RETAINING WALL, OR
EQUIVALENT. WALL SHALL CONFORM TO WSDOT STANDARD
SPECIFICATIONS UNDER SECTION 8-24. CONTRACTOR TO MATCH
EXISTING ADJACENT WALL TYPE, SIZE, AND COLOR. OWNER TO
FEILD APPROVE WALL TYPE, SIZE, AND COLOR IN THE FIELD.
BLOCK RETAINING WALL NOTE
15
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.8
16
SITE IMPROVEMENTS
NOTES & DETAILS
7 NOT TO SCALE
SOIL AMENDMENT5NOT TO SCALE
PIPE BEDDING 6 NOT TO SCALE
TRENCH SECTION
8 1/4"
ROADWAY
1" R1/2" R
FACE OF CURB
1'4"
6"
5.5"1"
6.5"
3 NOT TO SCALE
CURB DETAIL
SIDEWALK
SUBGRADE
HMA CL 1/2", PG 64-22 PER
WSDOT 9-03.8(6) AND 9-02.1(4)
4"
CRUSHED SURFACING BASE
COURSE PER WSDOT 9-03.9(3)6"NOTES:
1.DEPTHS INDICATED ARE COMPACTED THICKNESS.
2.HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL
MAXIMUM DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90%
NOR MORE THAN 96%.
3.ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY
PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD
BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.
5.RECYCLED CONCRETE IS NOT ACCEPTABLE.
6.SEAL JOINTS WITH EMULSIFIED ASPHALT PER PROJECT SPECIFICATIONS.
1 NOT TO SCALE
ASPHALT PAVEMENT - STANDARD DUTY
SUBGRADE
CEMENT CONCRETE PAVEMENT
4"
CRUSHED SURFACING BASE
COURSE PER WSDOT 9-03.9(3)
4"
NOTES:
1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.
2.CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI.
3.ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY
PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD
BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.
5.RECYCLED CONCRETE IS NOT ACCEPTABLE.
2 NOT TO SCALE
CEMENT CONCRETE - STANDARD DUTY
8 1/4"
1" R1/2" R
1'4"
5.5"1"
6.5"
SIDEWALK
VERTICAL CURB
FLUSH CURB
ROADWAY 5' ABOVE PAVEMENTSURFACE2'-6"4" MIN8" MIN
2500 PSI CONCRETE
FINISHED
GRADE
2" DIA SCHEDULE 40
GALVANIZED METAL PIPE
WITH CAP AT TOP OF PIPE
4 NOT TO SCALE
TYPICAL SIGN DETAIL
NEW SIGNS TO BE FURNISHED BY
THE RENTON SCHOOL DISTRICT
16
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024
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
PERMIT SET
JUNE 21, 2024
JAD JAD DCN
17
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 1TED-40-4308C24002558R-4308
C2.9
17
SITE IMPROVEMENTS
DETAILS
1 NOT TO SCALE
PIEDMONT DOWNSPOUT ADAPTER
4 NOT TO SCALE
ROUND SET FLAGPOLEPER PLANS10' MAX. - SEE SPECIFICATIONS
2" MAX10" MIN. DIA
6"
2'-0" MIN.
6" TYP.6-FT10" MIN. Ø
3-FT
NOTES:
1.SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2.SEE SPECS FOR FINISH INFO.
3.ALL POSTS TO BE INSTALLED WITH CAPS.
NOTES:
1.SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2.SEE SPECS FOR FINISH INFO.
3.ALL POSTS TO BE INSTALLED WITH CAPS.
STANDARD GATE HINGE
FENCE FABRIC - 2"
GALVANIZED MESH
BANDS AND STRETCHER BAR
AT END AND CORNER POSTS
14" x 34" FLAT STRETCHER
GATE FRAME
HOLD BOTTOM RAIL BETWEEN
1 1/2" AND 2" FROM FINISHED
GRADE
FINISH GRADE
CONCRETE FOOTINGVARIES -
SEE PLANS
38" DIA. TRUSS ROD FOR
GATES 6' AND WIDER
GALVANIZED
CHAIN-LINK
FENCE FORK
LATCH KIT
BRACE RAIL
CORNER OR
END POSTS
FENCE FABRIC,
2" GALVANIZED MESH -
SEE SPECIFICATIONS
FOR ADDITIONAL
INFORMATION
CORNER OR
END POSTS
KNUCKLE FABRIC 1/2 WAY
UP RAIL FOR SAFETY (TOP
AND BOTTOM)
CONCRETE
FOOTING
2 NOT TO SCALE
CHAINLINK FENCE 3 NOT TO SCALE
SWING GATE
BOTTOM RAIL
TOP RAIL
24"NOTES:
1.CONTRACTOR SHALL FIELD VERIFY SIZE AND SHAPE OF EACH DOWNSPOUT AND
EXISTING TIGHTLINE PRIOR TO ORDERING DOWNSPOUT ADAPTERS.
17
6/21/2023
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024