HomeMy WebLinkAboutP_Construction_Plans_240401_v2VANVANVICINITY 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: JASON HEIN
AUTOCAD FILE
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15,
TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING
COUNTY, WASHINGTON
LEGAL DESCRIPTION
130 JERICHO AVENUE NE, RENTON, WA 98059
SITE ADDRESS
NAVD 1988 VERTICAL DEATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV: 454.76
VERTICAL DATUM
NAVD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2021A. UNITS OF MEASUREMENT ARE
US SURVEY FEET.
CHECKED INTO CITY OF RENTON HORIZONTAL CONTROL POINTS 1852 AND 1851.
1851: BRASS DISK AT NE 4TH ST AND 140TH AVE SE
1852: BRASS DIST AT NE 4TH AND 148TH AVE SE.
BASIS OF BEARING
0847100090
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
C0.0
01
COVER SHEET
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556SHEET INDEX
Sheet No.Sheet Title
C0.0 COVER SHEET
C1.0 OVERALL DEMOLITION & TESC PLAN
C1.1 AREA 1 AND 4 DEMOLITION & TESC
C1.2 AREA 2, 3 AND 6 DEMOLITION & TESC PLAN
C1.3 AREA 5 AND 7 DEMOLITION & TESC PLAN
C1.4 TESC NOTES & DETAILS
C2.0 OVERALL SITE IMPROVEMENTS
C2.1 AREA 1 AND 4 IMPROVEMENTS
C2.2 AREA 2,3 AND 6 IMPROVEMENTS
C2.3 AREA 5 AND 7 IMPROVEMENTS
C2.4 NOTES AND DETAILS
C2.5 NOTES AND DETAILS
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
N
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
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
144TH AVENUE SE146TH AVENUE SESE 136TH STREET
ARCHITECT
HUTTEBALL + OREMUS ARCHITECTURE
4010 LAKE WASHINGTON BLVD NE #320
KIRKLAND, WA 98033
PHONE: 425-828-8948
CONTACT: LISA THOMSEN
EMAIL: LTHOMSEN@HOARCH.COM
01
6/20/2024
53.26'C1.0
02
OVERALL DEMOLITION
& TESC PLAN
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
N144TH AVENUE SE146TH AVENUE SESE 136TH STREET
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.
KEYNOTES
DEMOLISH AND REMOVE EXISTING TABLES, BENCHES, AND
THEIR ASSOCIATED FOOTINGS. PATCH AND REPAIR ASPHALT
AS NECESSARY. CANS TO BE REMOVED AND REPLACED.
PROTECT EXISTING CONCRETE BLOCK WALL.
PROTECT EXISTING CHAINLINK FENCE TO REMAIN.
DEMOLISH EXISTING FENCE AND POSTS AROUND AIR
HANDLING UNIT. PROTECT SLAB TO REMAIN.
1
2
3
4
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
INLET PROTECTION
SAWCUT LINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
IP
SL
AREA 2
AREA 3
AREA 1
AREA 7
AREA 6
AREA 5
1
C1.1
2
C1.3
2
C1.2
1
1
1
1
1
DEMOLISH FENCED BACK STOP.
RESTORE GRASS SURFACING
AROUND BACK STOP.
REMOVE AND DISPOSE EXISTING CHAIN
LINK FENCE FABRIC. PROTECT EXISTING
POSTS FOR NEW FENCE. SEE SHEET C2.0
2
3
3
3
3
3
3
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
1
DEMOLISH EXISTING FENCE POST
NOT CONNECTED TO TOP BAR.
PROTECT TOP BAR AND FENCE
FABRIC TO REMAIN.
FENCE REPAIR
SEE SHEET C2.0
REMOVE EXISTING GATE TO
BE REPLACED. PROTECT
POLES TO REMAIN
REMOVE EXISTING GATE TO
BE REPLACED. PROTECT
POLES TO REMAIN
4
4
START DEMOLISH
FENCE FABRIC
END DEMOLISH
FENCE FABRIC
AREA 4
IP
IP
DEMOLISH 55 LF EXISTING
FENCE, POSTS AND
CONCRETE STRIP.
2
C1.1
3
C1.2
1
C1.4
1
C1.2
02
6/20/2024
53.26'C1.1
03
AREA 1 AND 4
DEMOLITION & TESC
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556N
1 1" = 5'
AREA 1 DEMOLITION AND TESC
DEMOLISH
CONCRETE
SIDEWALK AND
VERTICAL CURB
DEMOLISH
ASPHALT
DEMOLISH
CONCRETE
SIDEWALK AND
VERTICAL CURB
REMOVE SIGNS
AND POSTS.
RETAIN SIGNS FOR
REINSTALLATION
GRAPHIC SCALE
0 5 10
1" = 5 FEET
REMOVE ADA
PAVEMENT
MARKINGS
REMOVE
ASPHALT
RAMP
REMOVE EXISTING GATE TO
BE REPLACED. PROTECT
POLES TO REMAIN
2 1" = 5'
AREA 4 DEMOLITION AND TESC
PROTECT
EXISTING
FENCE
REMOVE
PAVEMENT
MARKINGS
PROTECT
EXISTING
CATCH
BASIN TO
REMAIN
PROTECT
EXISTING
CATCH
BASIN TO
REMAIN
PROTECT
EXISTING
CATCH
BASIN TO
REMAIN
SAWCUT
LINES (TYP)
REMOVE SIGNS AND
POST. RETAIN SIGNS
FOR REINSTALLATION.
03
6/20/2024
C1.2
04
AREA 2, 3 AND 6
DEMOLITION & TESC
PLAN
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556N
DEMOLISH CONCRETE
SIDEWALK, VERTICAL
CURB AND ASPHALT UP
TO SAWCUT LINE
DEMOLISH CONCRETE
SIDEWALK, VERTICAL
CURB AND ASPHALT.
REMOVE
PAVEMENT
MARKINGS
PROTECT EXISTING
CATCH BASIN
DEMOLISH CONCRETE
SIDEWALK, VERTICAL
CURB AND ASPHALT.
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
REMOVE
GRAVEL
PATH
PROTECT FENCE
TO REMAIN
REMOVE EXISTING GATE TO
BE REPLACED. PROTECT
POLES TO REMAIN
PROTECT EXISTING
CATCH BASIN
GRAPHIC SCALE
0 5 10
1" = 5 FEET
1 1" = 5'
AREA 3 DEMOLITION AND TESC
2 1" = 5'
AREA 2 DEMOLTION AND TESC
3 1" = 10'
AREA 6 DEMOLITION AND TESC
PROTECT EXISTING
BLOCK WALL AND FENCE
REMOVE
PAVEMENT
MARKINGS
DEMOLISH CONCRETE FOR
STORMWATER CONNECTION
SAWCUT
LINES (TYP)
SAWCUT
LINES (TYP)
SAWCUT
LINES (TYP)
04
PROTECT EXISTING
CURB TO REMAIN
6/20/2024
C1.3
05
AREA 5 AND 7
DEMOLITION & TESC
PLAN
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556N
1 1" = 10'
AREA 7 DEMOLITION AND TESC
2 1" = 10'
AREA 5 DEMOLITION AND TESC
IN-FIELD RESTORATION.
REFER TO SHEET C2.3.
DEMOLISH
ASPHALT
REMOVED BENCHES.
TO BE REPLACED
DEMOLISH
WOOD
BACKSTOP
REMOVE GARBAGE CAN.
TO BE REPLACED
DEMOLISH EXISTING FENCE
AROUND AIR HANDLING UNIT.
PROTECT SLAB TO REMAIN.
DEMOLISH
ASPHALT
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
DEMOLISH AND
REMOVE BACKSTOP
CHAINLINK FABRIC.
PROTECT BACKSTOP
FRAMING TO REMAIN.
REMOVE TABLE
TO BE REPLACED
PROTECT EXISTING
BLOCK WALL AND FENCE
REMOVE GARBAGE
CAN TO BE REPLACED
05
6/20/2024
C1.4
06
TESC NOTES & DETAILS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C240025561 NOT TO SCALE
CATCH BASIN INSERT 2 NOT TO SCALE
TESC STANDARD PLAN NOTES
DEMOLITION NOTES
1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE
THE DEMOLITION OF ALL EXISTING 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.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.
5.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE
WITH WATER UNTIL SURFACE IS WET. SEE BMP C140.
6.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.
06
6/20/2024
VANVANC2.0
07
OVERALL SITE
IMPROVEMENTS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
N
146TH AVENUE SESE 136TH STREET
AREA 2
AREA 4
AREA 1
AREA 7
AREA 6
AREA 5
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
LOW POINT
FINISHED GRADE
EXISTING GROUND
SLOPE
123
123
LP 123.45
FG: 123.45
EG: 123.45
3:1OR1.0%
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.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%.
5.TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE.
GRADING NOTES
KEYNOTES
NEW BENCH, TABLE, AND GARBAGE CONTAINERS. SEE SPECIFICATIONS FOR SPECIFIC MODELS
AND COLOR. COORDINATE LOCATION FOR INSTALLATION WITH ANDREW HOLLENBACK.
ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
PARKING STRIPE SHALL BE 4" PAINTED WHITE
CROSSWALK SHALL BE WHITE THERMOPLASTIC
PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
"NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK
COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER
THAN UNIT DIMENSIONS. (L x W x H)
1
2
3
4
5
6
7
8
9
FENCING
ASPHALT PAVEMENT - STANDARD DUTY
CEMENT CONCRETE - STANDARD DUTY
FRENCH DRAIN
DETECTABLE WARNING SURFACE PER WSDOT
STANDARD PLAN F-45.10-03
ADA SYMBOL PER WSDOT STANDARD PLAN
M-24.60-04
- REINSTALL ADA PARKING SIGNAGE
- INSTALL "NO PARKING - ADA ACCESS AISLE SIGN
CROSSWALK PER WSDOT STANDARD PLAN
M-15.10-01
NEW BENCHES, TABLES, GARBAGE CANS
CHANGE IN CURB TYPE / END CURB PER PLAN
NC NO CURB
VC VERTICAL CURB
X
1
1
1
1
1
INSTALL NEW 4' WIDE PERSON GATE.
PROVIDE NEW GATE POSTS. CONFIRM
LOCATION WITH OWNER
AREA 3
INSTALL PROPERTY ARMOR
AROUND EXISTING AC UNIT
EXISTING HEIGHT - 51.5"
EXISTING DEPTH - 12"
EXISTING WIDTH - 34.5"
PROTECT EXISTING
DONATED BENCH.
TO REMAIN
1
INSTALL NEW 5' WIDE
SWING GATE
INSTALL NEW 8' WIDE
SWING GATE
INSTALL NEW POST AND
ATTACH TO THE
EXISTING TOP BAR
REMOVE EXISTING END POST AND
EXISTING LINE POST. INSTALL NEW
END POST IN LINE WITH EXISTING
FENCE THAT RUNS EAST TO WEST.
INSTALL 20 LF NEW FENCE FABRIC AND
TOP POST ON NORTH/SOUTH FENCE
FROM NEAREST EXISTING POST TO
NEW END POST. SEE DETAIL BELOW.
INSTALL NEW FENCE
POST AND FENCE
FABRIC AROUND TREE
1
RE-STRIP EXISTING
PARALLEL PARKING STALLS
STALLS SHALL BE 16' x 8'
WITH 4" PAINTED WHITE
TABLE
1
1
GARBAGE
CAN
BENCH
BENCH
1TABLE
BENCH GARBAGE
CAN
1
ADA
ACCESSIBLE
TABLE
1GARBAGE
CAN
GARBAGE
CAN
INSTALL NEW 4' WIDE
SWING GATE
INSTALL NEW
SWING GATE
INSTALL 160 LF OF NEW
FENCE. MATCH IN KIND
3
C2.5
3
C2.5
3
C2.5
3
C2.5
2
C2.5
2
C2.5
2
C2.5
3
C2.5
2
C2.5
1TABLE
GARBAGE
CAN
1
C2.4
2
C2.4
3
C2.4
2
C2.5
EXISTING STEEL GATE WITH
NEW EXPANDED METAL
MESH PER ARCHITECTURAL.
END INSTALL NEW CHAINLINK FENCE
FABRIC AND NEW TOP AND BOTTOM
RAILS. CONNECT TO EXISTING POST.
START INSTALL NEW CHAINLINK FENCE
FABRIC AND NEW TOP AND BOTTOM
RAILS. CONNECT TO EXISTING POST.
1.CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED GATE DIMENSIONS.
2.INSTALL GALVANIZED CHAIN-LINK FENCE FORK LATCH KIT ON ALL NEW SWING GATES. THE RENTON SCHOOL
DISTRICT TO PROVIDE AND INSTALL LOCKS TO ALL GATES.
GENERAL NOTES
2
C2.52
C2.5
7
8
7
7
DEMOLISH END
AND LINE POST
DEMOLISH
FABRIC TO
NEAREST POST
INSTALL NEW END
POST. CONNECT
EXISTING FENCE
TO NEW POLE.
INSTALL NEW
FABRIC TOP
AND BOTTOM
BARS FROM
NEAREST
EXISTING POST
TO NEW END
POST.
PROTECT
EXISTING POST
TO REMAIN.
PROTECT EX.
FENCE TO
REMAIN
ADA
ACCESSIBLE
TABLE
INSTALL PROPERTY ARMOR
AROUND EXISTING AC UNIT
EXISTING HEIGHT - 34.5"
EXISTING DEPTH - 13.5"
EXISTING WIDTH - 34.5"
8
9
9
07
6/20/2024
VANVANCROSSWALK
SHALL BE
THERMOPLASTIC
FG: 403.15
FG: 403.26 FG: 405.12
FG: 405.19
FG: 406.45
FG: 406.31
FG: 405.06
FG: 403.04
LOW POINT: 402.88
EG: 402.97
EG: 403.08
EG: 403.20
EG: 406.37 EG: 406.51
EG: 406.30
EG: 406.55
EG: 403.95
EG: 404.17
EG: 404.05
FG: 404.25
FG: 404.27FG: 404.22
FG: 404.25
FG: 404.20
LOW POINT: 404.49 1.00%1.00%7.50%7.50%1.00%EG: 404.87
EG: 404.40
EG: 405.65
EG: 403.77
EG: 403.331.32%1.00%3.77%1.00%
0.86%
EG: 402.86 1.31%1.32%1.32%0.95%2.33%0.82%1.00%
1.00%1.50%0.40%0.41%0.40%4.11%1.65%
1.66%3.60%1.69%
0.45%
1.59%0.55%EG: 402.89
0.55%0.55%EG: 402.84
EG: 402.78
EG: 402.730.55%EG: 403.60
FG: 403.02
FG: 402.96
EG: 403.05
EG: 402.96
EG: 402.90 3.64%3.46%
3.42%
FG: 404.23
FG: 404.24 16.86'6.00'6.00'5.32'
R
6
.
0
0
'
R6.00'
7.57'7.67'5.54'5.00'5.00'5.05'
LOW POINT: 404.22
1.50%0.82%1.67%
FG: 404.21
FG: 404.13
5.00'0.55%0.55%0.65%0.95%
1.00%
1.00%
23.64'16.47'23.63'41.68'23.51'7.55'28.35'
CROSSWALK
SHALL BE
THERMOPLASTIC
TRANSITION PANEL
EG: 406.40
EG: 406.48
EG: 406.57
EG: 406.857.74'4.00'
7.00'20.15'3.69'1.55%0.37%
0.79%1.15%EG: 406.75
EG: 406.65 5.00'EG: 406.15
5.00'FG: 406.82FG: 406.75
FG: 406.78
1.44%2.33%0.55%0.54%2.16%
1.50%
1.50%
1.00%3.52%3.35%C2.1
08
AREA 1 AND 4
IMPROVEMENTS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C240025561 1" = 5'
AREA 1 IMPROVEMENTS
GRAPHIC SCALE
0 5 10
1" = 5 FEET
N
INSTALL NEW 4'
WIDE SWING GATE
2
KEYNOTES
NEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
WITH ANDREW HOLLENBACK.
ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
PARKING STRIPE SHALL BE 4" PAINTED WHITE
CROSSWALK SHALL BE WHITE THERMOPLASTIC
PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
"NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK
COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER
THAN UNIT DIMENSIONS. (L x W x H)
CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0)
1
2
3
4
5
6
7
8
9
X
2
2
2
2 1" = 5'
AREA 4 IMPROVEMENTS
4
5
C2.4
5
C2.4
(TYP)
5
C2.4
7 8
7
8
7
2
6
4
6
6
VCX
NC
VCVCVCVCVC
NC
NC
VC
X
X
X
X
X
X
X
X
3
3
5
(TYP)
6
5
5 CROSSWALK
SHALL BE
THERMPLASTIC
4
3
08
6/20/2024
EG: 405.56
EG: 404.96
EG: 404.93
EG: 405.14
EG: 405.49
EG: 405.39
EG: 405.42
EG: 405.55
EG: 406.28
EG: 406.16
EG: 406.09
EG: 406.08
EG: 406.05
1.00%
2.30%
1.00%
1.00%
1.00%
FG: 405.10
FG: 405.16
FG: 405.12
FG: 405.07
FG: 405.57
FG: 405.52
FG: 405.52FG: 405.57
EG: 405.63
EG: 405.74
0.06%0.07%2.72%1.32%EG: 405.01
5.00'5.00'7.00'5.00'6.14'R23.0'
5.00'
EG: 406.22EG: 406.13 1.18%0.86%1.64%
1.31%5.00'5.00'
FG: 405.61
FG: 406.11
FG: 405.56
FG: 406.06
FG: 405.62
FG: 406.12
FG: 405.56
FG: 406.07
TRANSITION
PANEL
EG: 405.87
EG: 405.88
9.50'10.37'5.00'
5.00'5.00'5.88'3.10'13.56'13.79'2.09'2.84'17.22'
5.90'5.08'
6.18'410411412410408409411412413414
413SDCO #5
RIM: 412.46
IE: 411.21 6" (S)
76 LF 6" PERF. PIPE @ 5.44%
SDCO #6
RIM: 408.34
IE: 407.09 6" (N)
IE: 407.09 6" (SE)
39 LF 6" PVC @ 5.91%
EG: 407.12
EG: 407.08
FG: 412.94
FG: 412.94
EG: 413.57
EG: 413.56
7.74%
7.78%0.93%
0.95%
75.17'66.28'6.00'EG: 413.53
EG: 413.63
EG: 413.59
1.32%
8.00'12.00'C2.2
09
AREA 2,3 AND 6
IMPROVEMENTS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556GRAPHIC SCALE
0 5 10
1" = 5 FEET
N
INSTALL NEW SWING
GATE WITH LOCKING
MECHANISM
FRENCH DRAIN
CONNECT TO EXISTING
STORM SYSTEM. REPAIR
CONCRETE MOW STRIP
TO MATCH EXISTING.
PROTECT EXISTING
BLOCK WALL
6 FOOT WIDE x 141 FEET
LONG ASPHALT PATH
CROSSWALK
SHALL BE
THERMOPLASTIC
TRAFFIC
DIRECTIONAL
ARROW SHALL BE
THERMOPLASTIC
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
KEYNOTES
NEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
WITH ANDREW HOLLENBACK.
ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
PARKING STRIPE SHALL BE 4" PAINTED WHITE
CROSSWALK SHALL BE WHITE THERMOPLASTIC
PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
"NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK
COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER
THAN UNIT DIMENSIONS. (L x W x H)
CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0)
1
2
3
4
5
6
7
8
9
X
1 1" = 5'
AREA 3 IMPROVMENTS
2 1" = 5'
AREA 2 IMPROVEMENTS
3 1" = 10'
AREA 6 IMPROVEMENTS
2
2
2
2
3
C2.4
PROTECT EXISTING
BLOCK WALL
RESTORE LANDSCAPING TO
MATCH EXISTING
CONDITIONS WITH 6"
TOPSOIL AND GRASS SEED.
NC
NCNCVC
VCVCX
X
X
X
X
X
XVC
VCVC
VCX
X
X
X
4
5
6
09
6/20/2024
40 LF 6
"
D
I
C
L
5
2
@
7
.
5
0
%
SDCO #1, CO
RIM: 407.65
IE: 406.59 6" (NE)
IE: 406.59 6" (W)37 LF 6"
P
E
R
F.
PI
P
E
@
1
1.88
%
SDCO #2, CO
RIM: 412.20
IE: 410.95 6" (SW)
IE: 410.95 6" (SE)
1
0
6
L
F
6
"
P
ER
F
.
P
I
P
E
@
0
.
5
0%
SDCO #3, CO
RIM: 412.13
IE: 410.42 6" (SW)
IE: 410.42 6" (NW)33 LF
6"
P
E
RF.
PI
P
E
@ 12.
76
%
SDCO #4, CO
RIM: 408.05
IE: 406.19 6" (S)
IE: 406.19 6" (NE)
43 LF 6" DI CL52 @ 6.00%
CONNECT 6" STORM
LINE TO EXISTING
STORM SYSTEM
IE: 403.57
EXISTING TYPE 1
RIM: 406.24
IE: 402.89 8" (NW)
IE: 403.59 6" (N)
IE: 403.59 6" (W)
IE: 402.94 12" (S)
A
EG: 407.87
B
EG: 407.22
EG: 407.61
EG: 411.96
C
C2.3
10
AREA 5 AND 7
IMPROVEMENTS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C240025561 1" = 10'
AREA 7 IMPROVEMENTS
2 1" = 10'
AREA 5 IMPROVEMENTS
CONSTRUCT NEW WOOD BACKSTOP
(2)- 4" x 4" x 8' TREATED LUMBER (POSTS)
(5) - 2" x 10" x 16' TREATED LUMBER (CROSSES)
(10) - 3/4 " x 8" GALVANIZED EXTERIOR CARRIAGE
BOLTS AND ASSOCIATED WASHERS AND NUTS.
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
N
KEYNOTES
NEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
WITH ANDREW HOLLENBACK.
ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
PARKING STRIPE SHALL BE 4" PAINTED WHITE
CROSSWALK SHALL BE WHITE THERMOPLASTIC
PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
"NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
PRO SERIES P3 CAGE WITH REAR GATE, MASTERLOCK PUCK LOCK KA WITH PROTECTIVE LOCK
COVER, AND ANCHOR KIT. CAGE SHALL BE POWDER COAT BLACK. CAGE SIZE TO BE 1' - 0" LARGER
THAN UNIT DIMENSIONS. (L x W x H)
1
2
3
4
5
6
7
8
9
PROVIDE AND INSTALL
NEW CHAINLINK FENCE
FABRIC ON BASEBALL
CAGE BACKSTOP.
1GARBAGE CAN
1
1 BENCHES
1GARBAGE CAN
1 TABLE
ADA
ACCESSIBLE
TABLE
EXISTING
PROPOSED
EXISTING
EXISTING
FRENCH DRAIN 3
C2.4
REPAINT EXISTING
4-SQUARE IMPACTED
BY WORK
10
A PROP. 6"
D.I. STORM
IE= 406.37
PROP 6"
WATER
T.O.P= 404.87
1.50'
B PROP. 6"
D.I. STORM
IE= 405.74
PROP 6"
WATER
T.O.P= 404.22
1.52'
PIPE CROSSING INFORMATION
C PROP. 6"
PERF. STORM
IE= 410.61
PROP 6"
WATER
T.O.P= 404.11
6.50'
INFIELD RESTORATION
1.SCARIFY INFIELD 6" - 8" DEPTH OUT TO EDGE OF DIRT
2.REMOVE ALL VEGETATION FROM SCARIFIED REGION
3.REMOVE ANY ROCKS EXPOSED DURING SCARIFYING
4.GRADE INFIELD AREA TO MATCH EXISTING CONDITIONS
5.ROLL DISTURBED AREA TO 85% COMPACTION
6.PROTECT HOME PLATE, 1ST, 2ND, AND 3RD BASES TO REMAIN
6/20/2024
C2.4
11
NOTES AND DETAILS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C24002556SUBGRADE
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.
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.
ACCESS PARKING
SPACE SYMBOL
PER WSDOT STD,
PLAN M-24.60-04
4" WIDE WHITE
PAINTED STALL STRIPE
4" WIDE WHITE
PAINTED STRIPING
AT 45° ANGLE 2' OC
8'-0" UNLESS OTHERWISE
SHOWN ON PLAN
5'-0" (8'-0" VAN)
UNLESS
OTHERWISE
SHOWN ON
PLAN 3"5' ABOVE PAVEMENTSURFACE2'-6"4" MIN8" MIN
2500 PSI CONCRETE
FINISHED
GRADE
2" DIA SCHEDULE 40
GALVANIZED METAL PIPE
SIGN AT VAN STALL ONLY
PARKING
SIGNAGE
18"12" MINGRAVEL BACKFILL
FOR DRAINS PER
WSDOT 9-03.12(4)
PERMEABLE GEOTEXTILE
SEPARATION FABRIC
6" PERFORATED OR
SLOTTED RIGID PVC PIPE
TOP SOIL
AND SEED
NOTE
CONSTRUCTION SHALL CONFORM
TO WSDOT SPEC. 8-04.3
FINISH GROUND GRADE
TOP OF CURB
AT APPROACH
PAVEMENT 6"5-1/2"1'-4"7-3/4"
1/2"
1" R
1 NOT TO SCALE
ASPHALT PAVEMENT
2 NOT TO SCALE
CEMENT CONCRETE
3 NOT TO SCALE
FRENCH DRAIN
4 NOT TO SCALE
VERTICAL CURB
5 NOT TO SCALE
ADA PARKING STALL LAYOUT 6 NOT TO SCALE
ACCESSIBLE PARKING SIGN
7 NOT TO SCALE
SOIL AMENDMENT SECTIONS
11
6/20/2024
C2.5
12
NOTES AND DETAILS
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
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
2230871.10
PERMIT SET
JUNE 21, 2024
JH JH DCN
12
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 15, 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 98057TED-40-4306R-4306 C240025566.0-ft10' MAX. - SEE SPECIFICATIONS
2" MAX10" MIN. DIA
6"
2'-0" MIN.
6" TYP.6-FT10" MIN. Ø
PER PLANS
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 PERSON GATE
1 NOT TO SCALE
STORM DRAIN CLEAN OUT
BOTTOM RAIL
TOP RAIL
24"12
6/20/2024