HomeMy WebLinkAboutzR-4306setDEVELOPMENT ENGINEERING
SAMorman 07/05/2024
Surface Water Enginering
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MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
OWNER/APPLICANT
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SE 136TH STREET —
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED
BASED ON INFORMATION SUBMITTED, IN PART, BY
OTHERS. WHILE THIS INFORMATION IS BELIEVED
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TO BE RELIABLE, AHBL, INC. IS NOT RESPONSIBLE
FOR ITS ACCURACY, OR ERROR OR OMISSIONS
0 ®
WHICH MAY HAVE BEEN INCORPORATED INTO THIS
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DOCUMENT AS A RESULT. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
Know what's below.
BEFORE APPLYING IT FOR ANY PURPOSE.
Call before you dig.
09/23/202S
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RENTON SCHOOL DISTRICT
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
PHONE: 425-204-4437
CONTACT: ANDREW HOLLENBACK
EMAIL: ANDREW. HOLLENBACK@RENTONSCHOOLS.US
ARCHITECT
HUTTEBALL + OREMUS ARCHITECTURE
4010 LAKE WASHINGTON BLVD NE #320
KIRKLAND, WA 98033
PHONE: 425-828-8948
CONTACT: LISA THOMSEN
EMAIL: LTHOMSEN@HOARCH.COM
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
AHBL INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PHONE: 253-383-2422
CONTACT: DAVE FOLLANSBEE
EMAIL: DFOLLANSBEE@AHBL.COM
TOPOGRAPHIC NOTE
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.
TRENCH NOTE
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.
UTILITY NOTE
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.
FILL SPECIFICATION
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.
AS -BUILT NOTE
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.
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GRAPHIC SCALE
0 25 50 100
1" = 50 FEET
- .Dulo,
ParPar
THE LAND NG
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N 3ra St Jiml Hendrix Memorial COURT
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plewood Heights Highlands
mentary school
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VICINITY MAP
NOT TO SCALE ($
PARCEL NUMBER
0847100090
SITE ADDRESS
130 JERICHO AVENUE NE, RENTON, WA 98059
VERTICAL DATUM
NAVD 1988 VERTICAL DEATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
CHECKED INTO CITY OF RENTON BENCHMARK 1852 ELEV: 454.76
BASIS OF BEARING
NAVD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2021A. UNITS OF MEASUREMENT ARE
US SURVEY FEET.
iQIMel On&MR3W : ► 10-M RIaI
1851: BRASS DISK AT NE 4TH ST AND 140TH AVE SE
1852: BRASS DIST AT NE 4TH AND 148TH AVE SE.
LEGAL DESCRIPTION
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
AUTOCAD FILE
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
SHEET 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
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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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
w17—or' 6/20/2024
NOTICE
ALTERATION OF THIS DOCIAENT 94AU. IWVALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBl1CATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OXlFRSIf WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PRUM IDENTIFIED N THE 1W BLOCN
AND IS NOT TO BE USED FOR REPAR. REMOOEL OR
ADDITION TO THAT PRO= OR FOR ANY OTHER PROM.
A
A
A
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
COVER SHEET
Designed by: Drawn by: Checked bv:
JH JH DCN
Sheet No.
■
01 of 12 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
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Know what's beIow.
Call before you dig.
30'
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
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2
AREA 2 C1.2
1
AREA 3
4
1
DEMOLISH EXISTING FENCE POST
NOT CONNECTED TO TOP BAR.
PROTECT TOP BAR AND FENCE
— — S88 "E — FABRIC TO REMAIN.
600.68 a u�i 86� �$' E z
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3 1
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1 X
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1 1 x DEMOLISH LF EXISTING
1
55 S G
1
FENCE POSTS AND
1
CONCRETE STRIP.
::'::':::':.
1
1 :..:. SE...':NCH::: ::: A- D
... 1
.............
.......... ........
1
AREA 5
Cl .3
6 8M2,
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ADM Or CRAIAL. 1
WALL
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1 0"
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...............:::.::]:
AREA 6 3
C1.2
, �whkv
::;*::'::::..: REMOVE EXISTING GATE TO
::::': ^"'` 1 X BE REPLACED. PROTECT
1:::::fir<:::::rlt:�::it::i:�::+>:::
••"'""""""'_.1 "`""� 1 POLES TO REMAIN
1 IP I
-----�I-- ��„� REMOVE EXISTING GATE TO FENCE REPAIR
AREA 1 BE REPLACED. PROTECT SEE SHEET C2.0
� 0 I POLES TO REMAIN
co o x
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Ir
X
X 1
1
X 1
IP I 1
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I DEMOLISH FENCED BACK STOP. 1
RESTORE GRASS SURFACING 1
I3 AROUND BACK STOP. 1
x
1
I 1
X '014� REMOVE AND DISPOSE EXISTING CHAIN 1
���" LINK FENCE FABRIC. PROTECT EXISTING ;
POSTS FOR NEW FENCE. SEE SHEET C2.0
- 6' O+AR{ LMK
x
START DEMOLISH
FENCE FABRIC
SE 136T
H STREET FENCE FABRIC
I LEGEND
I — — RIGHT-OF-WAY / PROPERTY LINE
REMOVE EXISTING ASPHALT
p
D
REMOVE EXISTING CONCRETE
D
IP ® INLET PROTECTION 1
C 1.4
I gL— — — — — — — — — — —
SAWCUT LINE
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— —XXX— — EXISTING MAJOR CONTOURS
I— —XXX— — - EXISTING MINOR CONTOURS
KEYNOTES
DEMOLISH AND REMOVE EXISTING TABLES, BENCHES, AND
1O THEIR ASSOCIATED FOOTINGS. PATCH AND REPAIR ASPHALT
AS NECESSARY. CANS TO BE REMOVED AND REPLACED.
2O PROTECT EXISTING CONCRETE BLOCK WALL.
O3 PROTECT EXISTING CHAINLINK FENCE TO REMAIN.
ODEMOLISH EXISTING FENCE AND POSTS AROUND AIR
HANDLING UNIT. PROTECT SLAB TO REMAIN.
L►J
GRAPHIC SCALE
0 20 40 80
1" = 40 FEET
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.
R=430602
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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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Proj
ect ect No.
2230871.10
Issue Set & Date:
A
3
2
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS D=KNT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBIIOATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RKNTS N IT. THIS DOCINQIT IS FOR USE
ONLY FOR THE PRUM DARED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROM.
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
OVERALL DEMOLITION
& TESC PLAN
Designed by: Drawn by: Checked bv:
JH JH DCN
Sheet No-
C1.0
02 of 12 Sheets
Cfl
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MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
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RIM=404.50— .
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18" CPP
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AND.POSTS.
= i U6" RETAIN SIGNS FOR
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PROTECT \ STCB •1099 RIM=404.22
EXISTING \ 12" CPP SW IE-400.37
• CATCH • • \ • • 12:' CPP W IE=400 7
BASIN TO \
REMAIN \
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. . . . . . . . . . . . . . . . 1 1.
. 1 I . SAWCUT
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AREA 1 DEMOLITION AND TESC
1"=5'
a o
° ° •
ll.
°
DEMOLISH
CONCRETE
SIDEWALK AND
=
VERTICAL CURB
a..
°. 4
.• 1.
�
a<
i
X�
GRAPHIC SCALE
0 5 10
1"=5FEET
REMOVE SIGNS AND _
POST. RETAIN SIGNS
FOR REINSTALLATION.
/ x . . . . . . . . . . . .
/ .......... ... ....
.W_ _. —.� W_ _ —.
j x. =
/ x =
/ REMOVE EXISTING GATE TO
BE REPLACED. PROTECT
/ POLES TO REMAIN
x
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REMOVE ADA X •
�. Q. PAVEMENT
MARKINGS
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r. . . . . . . . .. . . . . . . . . . . .
�. x
...........
...........
REMOVE
�' ASPHALT
RAMP
:.........
AREA 4 DEMOLITION AND TESC
1"=5'
R=430603
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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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMlERM MRS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= MIRED N THE 1IT E BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 1 AND 4
DEMOLITION & TESC
Designed by: Drawn by: Checked b --
JH JH DCN
Sheet No-
C1.1
03 of 12 Sheets
Cfl
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MAPLEWOOD HEIGHTS ELEMENTARY SCHOOLLO
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., c'n1q
RGEm 05 E. W.M. CITY OF RENTON. KING COUNTY. WASHINGTON. o
i
SAWCUT
LINES (TYP)
d�
i
DEMOLISH CONCRETE
- d v SIDEWALK, VERTICAL
- ° I CURB AND ASPHALT.-
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AREA 3 DEMOLITION AND TESC
1 1 = 5'
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PROTECT EXISTING y
CURB TO REMAIN
DEMOLISH CONCRETE
SIDEWALK, VERTICAL
I CURB AND ASPHALT UP •
TO SAWCUT LINE
N
PROTECT EXISTING ■
CATCH BASIN M8" REMOVE EXISTING GATE TO ■
REMOVE BE REPLACED. PROTECT I ■
GRAVEL OM12" POLES TO REMAIN xI ■
STCB 3629 RIM=407.50
6" PVC S IE=405.63 PATH GATE xl
6" PVC E IE=405.62 �
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BLOCK WALL AND FENCE • • ■
• �• • • • • • • • I — PROTECT FENCE
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. . . . . . . . . . ■.......................� .. ■
\. ■............................�. ■
STCB 3210. RIM=4Q4.88 . . . . . . . . . . .
12" CPP W IE=402.48 ■• • • • • • • • • • • • • • • • • • • • • • • • • • • I ■
1.2" CPP -NE 1E=402.48 . ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . .� ■
— PROTECT EXISTING ■
CATCH BASIN \ ■ . .i . ■
. . . . . . . . . . . . . . �� ■............................�. ■
REMOVE .� .
SAWCUT PAVEMENT ■. I. ■
. . LINES (TYP) MARKINGS ■.. . . . . . . . . . . . . . . . . . . . . .I .
■............... .... 0..
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■............. �/% ■
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REMOVE I °. a. ■ . . . . . . . ■
PAVEMENT I , ■. ■
MARKINGS I d v DEMOLISH CONCRETE FOR ■
a d • d ■ ' STORMWATER CONNECTION ■
— I SAWCUT I ° d ■. ■
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LINES (TYP) ■ . ■
...................
d d a° I ■�...................... ■
d °.
DEMOLISH CONCRETE
SIDEWALK, VERTICAL
• CURB AND ASPHALT. 4
° d d•
AREA 2 DEMOLTION AND TESC
1"=5'
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
■
■
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AREA 6 DEMOLITION AND TESC
1"=10'
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
R=4300`0*00`4
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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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
A
A
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUMENT SNALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIMATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= MIRED N THE TIRE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROM
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 2,3 AND 6
DEMOLITION & TESC
PLAN
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No-
C1.2
04 of 12 Sheets
Cfl
O
M
O
W
H
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
■
REMOVE GARBAGE CAN. ■
9�
TO BE REPLACED
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■
REFER TO SHEET C2.3.
■
■
■
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I
DEMOLISH AND
�+
x
■
REMOVE BACKSTOP
}
■
■°�8°
CHAINLINK FABRIC.
■
■
PROTECT BACKSTOP
■
■
FRAMING TO REMAIN.
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■
" DEMOLISH ■
' WOOD
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BACKSTOP +
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AREA 7 DEMOLITION AND TESC
ill = 10'
T
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s�
Know what's beIow.
Call before you dig.
GRAPHIC SCALE
1 1 1
1" = 10 FEET
LO
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rig
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■ / / • • • • • BLOCK WALL AND FENCE
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■ ..... ... ........... ............ ............... ■
■
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\ ASPHALT .... .. ........ ............... .............. ■
■ \ ..... .. ..... ................... .. ......... + ■
■ \ ........ ..... ...... .................... ............... ■
REMOVE TABLE
TO BE REPLACED ■
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■ . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■
■ . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■
■ . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . / .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -f' ■
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■.............................................\................................................... ■
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■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■
■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■
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■ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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■....................................... 0\. ....... .. ......... .. ■
■ .......... \................. ... ... ■
■ . . . . . . . . . . . . . . . . . . . . . . . . . REMOVED BENCHES. . . . . . . . . . . . . .
■ TO BE REPLACED X . . . ■
■ DEMOLISH
■
. ......... /. ASPHALT
■ 6 . . . . . . . . . . . . •• .
■ BENCH .. .. .....\.... ....... .•../.�.�.�•..•.• •. ■
■ .. ...... \.... ..... /... / ........■ .\..
■ DEMOLISH EXISTING FENCE • • • • • • • • • ' ' • \ .
/ / • • • • • • ■
AROUND AIR HANDLING UNIT. ■
■ PROTECT SLAB TO REMAIN. • • • • • • • • • • \ / ■
■ REMOVE GARBAGE ' ' ' / / ' ' '
■ BENCH . . . . . . . . . . . . . CAN TO BE REPLACED . . . ./ . . /. . . . . . . . . . . . . . . ■
■ .............. ....... \./.. ......... ..... .
■
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......... ............. �..... .. ....... ■
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AREA 5 DEMOLITION AND TESC
ill = 10'
R = 4 3 0 04" 0" " 5
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
A
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUMENT SNALL IWA DATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIMATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJ7 MIRED N THE TIRE BLOC(
AND IS NOT TO BE USED FOR RERAR, REMODEL OR
ADDITION TO THAT PR&M OR FOR ANY OTHER PRO 7.
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 5 AND 7
DEMOLITION & TESC
PLAN
Designed by: Drawn by: Checked bv:
JH JH DCN
Sheet No.
C1.3
05 of 12 Sheets
Cfl
O
M
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W
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DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
E I MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
U0U
Know what's beIow.
Call before you dig.
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
DRAINAGE GRATE
GRATE FRAME
SEDIMENT AND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
I RECTANGULAR GRATE SHOWN)
BELOW INLET GRATE DEVICE
5' MAX
r TRIM
OVERFLOW aYPASS
BELOW INLET GRATE DEVICE
RETRIEVAL SYSTEM ITYP.)
OVERFLOW BYPASS (TYP.)
NOTES-
t. PROTECTION SHAL L BE PROVIDED FOR ALL STORM DRAIN INLETS DDWNSLDPE AND WITHIN 5W FEET OF A DISTURBED OR
CONSTIRLICTION ARM UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THIE CONTRIOUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
i 5V-E THE BELOW INLET GRATE 13EVICE(RIGDI FOR THE STGRMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGO SHALL HAVE A BUILT-IN HEGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS(.
6- THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTEO MATERIAL.
7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8,01.3116).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
GNLE55 OTHERWLSF NOT[°, 6RAW I%G 15 NOT TO 5CAU INT51
SM. PLAN - 216.30
PUBLIC WORKS "F R L°'
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
pATp
CATCH BASIN INSERT
NOT TO SCALE
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LLSTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL {ESG) PLAN SET ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PRC*JECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICASLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. REFORE ANY CONSTRUCTION OR OEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SWILL BE HELD AMONG THE CITY OF RENTON. HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLTGANTS CONTRAIS T
2 THE APPLICANT 15 RESPON50LE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IECOLOGYi CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCATED WITH THE CONSTRUCTION S70RUWATER GENERAL PERMIT
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAIUNG THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS-
4 THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED DIN THE PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CRY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CON57RUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL RE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5. STABILIZED CONSTRIGTIDN ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN ED FOR THE DURATION OF THE PROJECT
ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THB STATE.
S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND. OR TTJ STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7 ALL REOUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATipµ PRIOR TO LAND CLEARING ANDaOR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDUM ENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MANNTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING ANDTOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC SMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON$11 E EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSI BILFTY OF THE APPLICANT
B. ANY HAZARDOUS MATERIALS OR LID UIO PRORUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY
D. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BWPS WILL BE NECES°wWRY TO ENSVRE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONTSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS. OVER AND ABOVE MINIMUM
REQUIREMENTS. AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER DUALITY OF THE RECEIVING ORAINAGE SYSTEM-
10 APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES. RESTRICTORS,
CHANNELS. OR STORMWATER rAOLITIES.
1 I ANY DETYATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
1 T ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMDANRMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURII45 THE WET SEASON IOCTOBER IST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON IMAM $ ST THROUGH SEPTEMBER 3PTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS TE G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REGUIREMENNTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
1+ ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE AOOR ESSED WITHIN SEVEN (7) DAYS
1 & THE ESC BMPS ON INACTIVE SITES SHALL OE INSPECTEO ANO MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN ZA HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REGUIR£D BY THE CITY
19. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 2HL30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE ANO WITHIN 500 FEET OF A DISTURBED OR COMTIRUCT10N AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION
17 AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2A OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASIN$ AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLM-I SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORM WATER FACILITY LOCATION USED AS A TEMPORARY SETTLING RABIN SHALL BE MODIFIED WITH THE N ECESSWTY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FAC ILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FAC1L TY SHALL SE ROUGH GRADED $0 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
t 9 AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. WORETEHTION. PERMEABLE PAVEMENT.
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION OUR ING CONSTRUCT ION
20. PRIOR TO THE BEGINNING OF THE WET SAAWN (OGTOBER 15T). ALL DISTIAMD AREA& 511ALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE BOOM OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. OSTURBEO AREAS SHALL BE SDDOFJ7 OR SEEDED WITHIN ONE WEEK OF THE BEGINNING Or THE WET SEASON.
AN "HIBIT OF THOSE AREAS TO BE SODDED OR %F 0FA AND THOSE AREAS TO REMAIN UNCOVERED SHM4 BE SUBMITTED TO THE CITY FOR REVIEW.
21 PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEOIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS. FACILITIES. ANO ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTION ING CONDITION. ALL DISTURBED AREAS OF THE PROJECT $IT£ SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM.
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFDRE OCTOBER tST.
22 ROCKERiES ARE CONSIDERED TO BE A MEFF160 OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN C ITY ROAD RIGNTSOF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKIER ES OUTSIDE OF
ROAD RIGHTS -OF -WAY SRALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
UNLE55 OTHERWL5F ROT[°, °RAINING E 74M TO WAL{ INT51
SM. PLAN - 268.01D
UPUBLIC WORKS EROSION AND SEDIMENT CONTROL v
R DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2019 1
nAtu
TESC STANDARD PLAN NOTES
NOT TO SCALE
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.
R=430606.
W
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Am
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
A
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOMWE NT SHALL INVALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBDCATiON OF
THIS DODAIENT DOES NOT DERWAIE FROM RESERVED
OM1I RSHP WITS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED N THE IITUE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
TESC NOTES & DETAILS
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No.
C 1.4
06 of 12 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
0
Know what's below.
Call before you dig
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
INSTALL NEW POST AND
2 ATTACH TO THE
C2.5 EXISTING TOP BAR
� - 7 8
RO LINE SCJCJ° 1 '
REMOVE EXISTING END POST AND
EXISTING LINE POST. INSTALL NEW 2
END POST IN LINE WITH EXISTING C2 5
FENCE THAT RUNS EAST TO WEST.
INSTALL 20 LF NEW FENCE FABRIC AND
TOP POST ON NORTH/SOUTH FENCE
FROM NEAREST EXISTING POST TO
E - 600.68' _ S88° 18' 16"E NEW END POST. SEE DETAIL BELOW. PROTECT EX.
-
y 600.68' --� - - - - - I FENCE TO
REMAIN
INSTALL NEW 4' WIDE
1ClI. ! SWING GATE
INSTALL NEW END
R \ \\\ \ DEMOLISH END POST. CONNECT
AND LINE POST EXISTING FENCE I
TO NEW POLE.
LO
\ks DEMOLISH
�o - II 1 1 O �/ �'-�� T1 \ \ 1 FABRIC TO
NEAREST POST INSTALL NEW
o�CO GARBAGE 1 \ \ \\ \1 FABRIC TOP
CAN \ \ \ I AND BOTTOM
\ \ \\ \ PROTECT BARS FROM
o oilI \ \ I \ \ \ I \ EXISTING POST NEAREST
������jjj� TABLE 1 ; \O \\ " TO REMAIN. EXISTING POST
TO NEW END
�� - �- - - - - I 1 ✓ / \ > \ A\\ POST.
> AREA 2 1; .. 1 /
--j BENCH 1 GARBAGE 1 ` \ \ 1 \ \\ \
<� 'AREA 3 I CAN \ \ \\ INSTALL 160 LF OF NEW 2
RE -STRIP EXISTING AI , ..I '.. x=:°'{F ADA \ \ \
1 \ \ FENCE. MATCH IN KIND C2.5
PARALLEL PARKING STALLS"" ������ / ACCESSIBLE 1 ❑ \ \ \� \ \\�
STALLS SHALL BE 16' x 8' TABLE x
WITH 4" PAINTED WHITE EXISTING STEEL GATE WITH
NEW EXPANDED METAL U , 1 \\ \ \\x 3 INSTALL NEW
MESH PER ARCHITECTURAL. \ \
-�'AREA
- ------\- C2.5GARBAGE SWING GATE
Am�� \\ IINSTALL PROPERTY ARMOR 5 \ \ \ \ 2 "
1 �---`
CAN AROUND EXISTING AC UNIT ----- I W
EXISTING HEIGHT - 34.5" I I / \ ��"s_-X x x x J �
OEXISTING DEPTH - 13.5" I � 1 1 W
EXISTING WIDTH - 34.5" I I 1
INSTALL PROPERTY ARMOR I-r 1
AROUND EXISTING AC UNIT TABLE 1 I ~�----"� ` >
\
EXISTING HEIGHT - 51.5"
O9 EXISTING DEPTH - 12"
EXISTING WIDTH - 34.5" ❑
BENCH 1 /
PROTECT EXISTING
DONATED BENCH.
BENCH 1 TO REMAIN Ike
1 TABLE
ADA
ACCESSIBLE 1
30' --- -
~ ' 1 GARBAGE TABLE
AREA 6
jY
1 CAN
1
7 ' • 1 �/ 1 INSTALL NEW 5' WIDE 3
SWING GATE C2.5
8 _ 1
7 1
1
-i-------- INSTALL NEW FENCE
2 INSTALL NEW 8' WIDE 3 POST AND FENCE
C2.5 FABRIC AROUND TREE
] 00 AREA 1 SWING GATE C2.5
N
c0 O
o
O
z
1 � 1
1 � 1
1 GARBAGE
CAN \ ;
1 _ 1
1 DIRT 1
1 5 �'b 1 o
1 �° 1 LOro
1 1 Cd
N
;?x
"0 Cnn
1 j 1
INSTALL NEW 4' WIDE PERSON GATE. 1 / 1
3 PROVIDE NEW GATE POSTS. CONFIRM 1 x
C2.5 LOCATION WITH OWNER 1 1
1 1
- AREA 7
x 00.6
N88° 29' 18"W
1
START INSTALL NEW CHAINLINK FENCE SE 3GTH STREET END INSTALL NEW CHAINLINK FENCE
02 FABRIC AND NEW TOP AND BOTTOM IC AND NEW TOP AN
C2.5 RAILS. CONNECT TO EXISTING POST. C2.5 RAILS. CONNECT TO EXISTING POST.
2
C2.5
2
C2.4
LEGEND
RIGHT-OF-WAY / PROPERTY LINE
- - - -XXX- -
EXISTING MINOR CONTOURS
- -XX.
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOUR
123
PROPOSED MAJOR CONTOUR
123
T LP 123.45
LOW POINT
T FG: 123.45
FINISHED GRADE
T EG: 123.45
EXISTING GROUND
OR 3-1
SLOPE
-x x x x x-
FENCING
1 ASPHALT PAVEMENT - STANDARD DUTY
C2.4
CEMENT CONCRETE - STANDARD DUTY
3 D FRENCH DRAIN
C2.4
IlJ
KEYNOTES
i
O
NC
VC
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
NO CURB
VERTICAL CURB
GRAPHIC SCALE
0 20 40 80
1" = 40 FEET
ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. SEE SPECIFICATIONS FOR SPECIFIC MODELS
AND COLOR. COORDINATE LOCATION FOR INSTALLATION WITH ANDREW HOLLENBACK.
O2 ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
4O PARKING STRIPE SHALL BE 4" PAINTED WHITE
O5 CROSSWALK SHALL BE WHITE THERMOPLASTIC
O6 PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
O7 ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
O8 NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
O9 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)
GRADING NOTES
LO
LO
N
0
0
N
Am
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.
GENERAL NOTES
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.
R=430607
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
A
A
A
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUIENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATI N OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OWNERSIV WM N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROM IDENTIFIED N THE TITLE BLOCK
AID IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROM.
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
OVERALL SITE
IMPROVEMENTS
Designed by: Drawn by: Checked bv:
JH JH DCN
Sheet No.
C2.0
07 of 12 Sheets
Cfl
O
M
O
W
H
KEYNOTES
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
WITH ANDREW HOLLENBACK.
- X EG:406.37
2O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION. = EG: 405.65
>
4O PARKING STRIPE SHALL BE 4" PAINTED WHITE
5O CROSSWALK SHALL BE WHITE THERMOPLASTIC . 406.40
FG: -49�4
OPAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
- 6
7O ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
8O NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
O9 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) STCB 1035 RIM=404.50
6" PVC N IE-399.65
XO CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0) .. .18". CPP E .IE=399.55
18" CPP W IE=399.55
B I M I N I 1'1�11 404.92 \ �80
\ II \ LOW POINT:
\ 23.64' X, \
o \ I 1-1D
= EG: 403.20 EG: 403.60 EG: 403.77 _ - D
U D
L�
\ I I I \ R6.00 ,
I, FG:403.26
EG:403.08 o 0
\ I M
23.63'
FG: 403.15
402.97 0 _
o I EG: 403.33 EG: 403.95
= I LOW POINT: 402.88
- N O CROSSWALK
7 3 CROSSWALK SHALL BE
5 z O THERMOPLASTIC
=402.87 - C2 4 SHALL BE
=400.77 THERMOPLASTIC
. � LO
o
= � EG:402.89
Lq >
/ o EG:402.86
/ FG: 403.04 3.42%
.
M 8 ��
.
LO
- LLq o
o
3.2%
- EG: 402.84
i
= I i FG:403.02 4 (TYP) 6
. 7 5 z
. i LO C2.4 0 6
Ln LO
- O Lq
IZ S � -4i 3
. 0 I1 li
I� EG:402.78 G:402.96
o
L
- cl_ EG: 403.05
(TYP) 4
I I 28.35'
- I o
C
0 EG: 402.73 EG: 402.96
o EG: 402.90
23.51'
0-
0
Know what's beIow.
Call before you dig.
AREA 1 IMPROVEMENTS
ill =5'
FG: 404.2
FG: 404.24
404.20
FG: 404.13
EG: 404.05
EG: 406.51 EG: 406.55�
1.65% 0.45%
0 o
CD CD Q O coo C� o
Q
a
-
1.10% 1.69%
-
FG: 486.45
406.49
EG: 406.30
(0N
Q
GRAPHIC SCALE
-------- _ - _ -PX d- --- ------ =
.
5 X . =
C2.4
.
X.
L
.
6
INSTALL NEW 4'
WIDE SWING GATE
-
3
4
/
<z
-
OCROSSWALK o o
LO
�
SHALL BE LO
THERMPLASTIC
-
-
=
0.37%
EG: 406.40 o
=
=
7.00' EG: 406.48
=
=
406.40
=
-
406.46
M EG:7-
X o
L
o > o o
N LO
e) �
M CY5
406.75 406.79
FG:-486.78 EG: 466.85-
=
1.50%
=
4.00'
-
-
to O
FG: 406.75 o L`'
FG:406.82
=
1.50%
=
0
EG:406.15 M o
-
o
nl 4 O
2.1600
EG: 406.65
EG: 406.75
IIIINII
ONE
AREA 4 IMPROVEMENTS
2
ill =5'
0 5 10
1" = 5 FEET
R=430608
W
LO
LO
N
O
0
N
Ab
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
/3\
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUMENT SHALL IWA DATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= MIRED N THE 1IT E BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 1 AND 4
IMPROVEMENTS
Designed by: Drawn by: Checked b --
JH JH DCN
Sheet No.
C2.1
08 of 12 Sheets
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
M
M
4
405.89
EG:405.88 /
=
405.92
X
N
17 2 00
/
= EG:
405.87 X
�
a-
14 g 1
X a�
X
5.0V
=
0 0 0
a
0000 c
+ -
4
o�
v o w
0 0
po �
Cn
v 4
a°•
5.00'
d
-
0.2% 406.56
406.60
5
5.00' 3.10'
d
406.63
406.61
d
•ii11■■■If.■■■■■■■■■■goI1111111111111111d
AREA 3
IMPROVMENTS
1"=5'
MEN
■ 00 s '� Q I Q Q Q �SI
■ . I j Landscape block \ �x \ \
■. I wall provided �x _ x _
■ � ' \ \ xx�
� 75.17' \ x�x-x
■ EG: 407.12 1 �� \
■ \ � FG:
■ 7. 4%
■ � co
■CD
EG: 407.08 7.& %
FG:
. . . .
PROTECT EXISTING
BLOCK WALL �
■.\. . . . . . .STCB. 3629 RIM=.407.50 p
■ . \. �. .6" PVC . S. IE=.405.63 SDCO #5
■ 6" PVC E IE=405.62 RIM: 412.46 412.89
■.■. ..■■■■.■i■■■■■■.■■■■■■■■■� IE: 411.21 6" (S)
■
■
■ U
■
■
■ PROTECT EXISTING
■ BLOCK WALL
i
■ 3 �
■ FRENCH DRAIN
■ C2.4
■ 76 LF 6" PERF. PIPE
■
■ 5.41
■
■
■
■
■
Q��������������������������������n��������������������������������������� ■
TRANSITION EG:405.63 , / \ \ \ ■ /
PANEL \ ■
= EG: 405.74 2 30 Q X-
R23.0' a EG:405.56 / \ ■
- \ N � EG: 404.96 / I \ \A ■
N _ STCB 3210. RIM.=404.88 ■ r^
- ( - D� FG: ""^-r.,r / !y 12" CPP W IE=402.48 - ■
FG. 5.00' 405.37 \ 12" CPP NE IE=402.48 ■
I405.42 \ ■ Additional Ultra
1 % EG: 404.93 \ \ = ■ Block Benches
\ ■ installed
10
I L10 11
Croi O L EG: 405.01 \
T . -
405.35 \ ■
1.00% ■
I EG:405.42
FG: n 6-5-c ■ SDCO #6
Q 405.30 CROSSWALK ■ RIM: 498.84 409.66
o o SHALL BE EG: 405.39� IE: 407.09 6" (N)
> M > _RMOPLASTIC 6 = : Asphalt filled in IE: 407.09 6" (SE)
I between Ultra
FG: 405.07 ■ Block and
I FG:405.56 existing asphalt
FG: 2 X-FG:406.06 EG:405.55 - ■ 9 p
405.09-4-gg0/ir X ■ I I 0.4% 3�LF 6 PVC 5-91/0
FG: 4�0. ■ 34 6.81 %
U o� 2 Q U FG: 405.6' -EG: 406.05 ■
> L6 O Z J = 11 LF 6" PVC @ 1.12%
I o 0 405.56 O ■
- 1.00% / = ■ STCB 2426 RIM=407.19
- ■ 6" 'PVC' N IE=404.39
5.00' 405.92 ■ 6" PVC E E=404.29
FG:I405.16 Fes. ■ 6 PVC W. IE=404.29 r
EG:405.1 / ■ 0
I I I I FG: 405.10 �-6�� � °L
r I �
M
NNIM11111111111
AREA 2 I M P
1"=5'
0
0
Know what's beIow.
Call before you dig.
TRAFFIC
DIRECTIONAL
ARROW SHALL BE
THERMOPLASTIC
ROVEMENTS
GRAPHIC SCALE
0 5 10
1" = 5 FEET
N
405.57
EG: 406.
oo 3.8% a
0 0
�o T
0.6% q
0 0 1 10
EG: 406.
0 0 <7 4.0%
a �
a
a
`� 405.95
r�
AREA 6 IMPROVEMENTS
1"=10'
i■■■�■■■■■■■■■■■■fit■■■■■■■■■���■■■■■■■■■
412.94
■■■■■
OMB
■
/ OM 12"
I ■
66.28' 8.00'
■
■
414 X f
I
-x x x x x x x x x x
x x
EG: 413.59■
■
0.95%
EX. SDCO
o a
RIM:412.87
C a
0.93% I
o
EG: 413.56 I�
■
12.94
INSTALL NEW SWING °
6 FOOT WIDE x 141 FEET 1.32%
■
■
GATE WITH LOCKING
CONCRETE PAD LONG ASPHALT PATH MECHANISM
■
EG: 413.63 ■
EG: 413.53
■
■
r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
MIN
■■■■■
■
■
■
■
■
■
■
KEYNOTES
4
O NEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
■
WITH ANDREW HOLLENBACK.
■
O ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
■
■
O ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
■
■
■
O PARKING STRIPE SHALL BE 4" PAINTED WHITE
■
O CROSSWALK SHALL BE WHITE THERMOPLASTIC
PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
■
O ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
■
O "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
■
■
O 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)
■
O CHANGE IN CURB TYPE / END CURB (SEE LEGEND ON SHEET C2.0)
■
■
CONCRETE
PAD
I 12"
■
I
�
o I ■
RESTORE LANDSCAPING TO
MATCH EXISTING
■
CONDITIONS WITH 6"
O \ :
TOPSOIL AND GRASS SEED.
■
CONNECT TO EXISTING
■
STORM SYSTEM. REPAIR
■
CONCRETE MOW STRIP
■
TO MATCH EXISTING.
SDCB GRAPHIC SCALE
RIM: 406.81
I E: 405.48 5 10 20
1" = 10 FEET
R=430609
W
LO
LO
N
O
0
N
Ab
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
A
A
A
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCUMENT SHALL IWA DATE THE
PROFESSIONAL SEAL AND SIGNATURE PUIMATI N OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMlERM RIGHTS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= MIRED N THE TINE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJ= OR FOR ANY OTHER PROM
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 2,3 AND 6
IMPROVEMENTS
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No.
C2.2
09 of 12 Sheets
Cfl
O
M
O
W
H
DEVELOPMENT G Ao%k
=°M°m°° °,°=�°�°MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N., c'n14
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
41
■
GARBAGE CAN 1 ■
I
�
�
� a
■
n . � .a ■
x
x
j o5�a
INFIELD RESTORATION..
°
I
■
1. SCARIFY INFIELD 6" - 8" DEPTH OUT TO EDGE OF DIRT a, ■
■
2. REMOVE ALL VEGETATION FROM SCARIFIED REGION I' ■
■
3. REMOVE ANY ROCKS EXPOSED DURING SCARIFYING I e x ■
■
4. GRADE INFIELD AREA TO MATCH EXISTING CONDITIONS 1
■
■ EDGE OF
5. ROLL DISTURBED AREA TO 85% COMPACTION I ° x
■
■ T
6. PROTECT HOME PLATE, 1ST, 2ND, AND 3RD BASES TO REMAIN
° ° ■
D I R
■
xa a
a
■
X c=x
■
■
■
x ■
I
■
■
■
18
xI ■
■
�OGj
1 ■
■
PROVIDE AND INSTALL I ■
■
NEW CHAINLINK FENCE K ■
FABRIC ON BASEBALL
I.
■
CAGE BACKSTOP. ■
■ \
/x�X x ■
x/X
■
-----�-� HOME ■
■
} x ■
■ CONSTRUCT
NEW WOOD BACKSTOP / ■
■ 4"
4" 8' TREATED LUMBER ■
(2) - x
■
x (POSTS) x
■ (5) - 2" x 10" x
"
16' TREATED LUMBER (CROSSES) I �
■ (10) - 3/4 x 8" GALVANIZED
EXTERIOR CARRIAGE x ■
■ BOLTS AND ASSOCIATED
WASHERS AND NUTS. ■
■
x ■
■
I ■
■
x ■
■
�x-x x- X-x-x-x-x-x ■
x-X-X-x-,x_°x
Q
va
°
AREA 7 IMPROVEMENTS
1 " = 10'
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
u0o;fl
Know what's beIow.
Call before you dig.
7
KEYNOTES
ONEW BENCH, TABLE, AND GARBAGE CONTAINERS. COORDINATE LOCATION FOR INSTALLATION
WITH ANDREW HOLLENBACK.
OADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.
OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCCEED 2.0% IN ANY DIRECTION.
4O PARKING STRIPE SHALL BE 4" PAINTED WHITE
O5 CROSSWALK SHALL BE WHITE THERMOPLASTIC
O6 PAINTED 4" SINGLE WHITE SOLID LINES @ 2' O.C.
O7 ACCESSIBLE PARKING STALL SIGN. REINSTALL EXISTING SIGNAGE ON NEW POLE.
O8 "NO PARKING - ADA ACCESS AISLE" SIGN
INSTALL OUTDOOR CONDENSING UNIT INSIDE METAL CAGE. PROVIDE PROPERTY ARMOR BRAND
O9 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)
■ CONCRETE �\ ` _ I ■
■ PAD SDCO #2, CO \ ' - ■
■ CONCRETE o�0 _ •\
RIM: 412-28 43q.98 \ �� ■
■ PAD - - - IE:t�.956" (SW 411.30 \ I ■
■ Q�@ Q IE:�tj.r 6" (SE)'411.30 y
■ SDCO#1 \`��„�Q�Q'F o \ �� I �\ ■
■ RIM: 408.30 I F6 \\ \ ■
IE:406.42 I tkl) O \ ■
■ SDCO #1, IQ \ \ \ ■
RIM: 7.65
■ IE: 40 9 6" (NE)
M14
. . . . . . . . . . . . . . . . . . . \ FRENC I RAIN 3 \ " ■
. 406.59 6 (O I / . . . . . . . . . . . . . . . . . . . . . . \ I C2.4 \ ■
R �o�o EG 77 87= \tee \\ I \ ■
G\'
o`
El
1 TABLE
CONNECT 6" STORM
LINE TO EXISTING
STORM SYSTEM
IE: 403.57
1. \ ■
-� ��9. \\ I\\ \ ■
^ .......... j \ I \ \ ■
A 10 I \ ■
` 6' \ \ \ \
,,/Ac\\
S/0 V
0
EG: 411.96
10■
\ ■
■
EG: 407.61-----,* \ ■
10
�.
/ \ JUI.V 4F3, l.V
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\. . .I ... 'I-, . RIM: 412.18-413.32
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. j. ...... IE: 2 6" (SW) 410.74
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . ./ . . . It . �� IE- 41&42-6" (NW) 410.74010
ADA
ACCESSIBLE 1E
TABLE
AREA 5 IMPROVEMENTS
1"=10'
ZL
BENCHES
41 LF 6" DI CL52 @ 6.0%
EXISTING TYPE 1
RIM: 406.24�
IE: 402.89 8" (NW) EXISTING
IE: 403.59 6" (N) PROPOSED
A 'RIM: 498.96 409.22 1 ;
IE: 406.19 6" (�) 406.04 \ 1
IE: 496.19 6" (NE) 406.04 \ \ 1
\ B \ 1
kPAINT EXIST G \ ,
4-�QUARE IMPACit�D \)1
BY WORK \ 1
1
GARBAGE CAN 1 IE: 403.59 6" (W) EXISTING 1
IE: 402.94 12" (S) EXISTING \ \ \\ �1 1
1
- --=D-- .. I ......... �...... \ 1
�.... 1..........\.... \
�o. .................
PIPE CROSSING INFORMATION
(O
PROP. 6"
D.I. STORM
1.50'
1 E= 406.37
PROP 6"
WATER
T.O. P= 404.87
2L
O
PROP. 6"
D.I. STORM
1.52'
IE= 405.74
PROP 6"
WATER
T.O.P= 404.22
(O
PROP. 6"
PERF. STORM
6.50'
IE= 410.61
PROP 6"
WATER
L
T.O. P= 404.11
R=43061 0
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOM ENT SHALL IWALDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DODAIENT DOES NOT DEROGATE FROM RESERVED
OWNERSW RIMS N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROD= IDENTIFIED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PROJECT.
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
AREA 5 AND 7
IMPROVEMENTS
Designed by: Drawn by: Checked bv:
JH JH DCN
Sheet No.
C2.3
10 of 12 Sheets
DEVELOPMENT ENGINEERING
SAMorman 07/05/2024 '
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
o
HMA CL 1/2", PG 64-22 PER
WSDOT 9-03.8(6) AND 9-02.1(4)
T9 CRUSHED SURFACING BASE
COURSE PER WSDOT 9-03.9(3)
SUBGRADE
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.
ASPHALT PAVEMENT
NOT TO SCALE
4"
F
CEMENT CONCRETE PAVEMENT
ar IF
EM -
CRUSHED SURFACING BASE
�//��///�,/ / / COURSE PER WSDOT 9-03.9(3)
4 ��
.. 'v'v�R
SUBGRADE
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.
CEMENT CONCRETE
NOT TO SCALE
0
0
Know what's beIow.
call before you dig.
TOP SOIL
AND SEED
GRAVEL BACKFILL
FOR DRAINS PER
WSDOT 9-03.12(4)
PERMEABLE GEOTEXTILE
SEPARATION FABRIC
6" PERFORATED OR
SLOTTED RIGID PVC PIPE
FRENCH DRAIN
NOT TO SCALE
5-1
1 R
PAVEMENT 1/2" o r`
a
d.
TOP OF CURB
AT APPROACH r.4
.
VERTICAL CURB
NOT TO SCALE
z
N
FINISH GROUND GRADE
NOTE
CONSTRUCTION SHALL CONFORM
TO WSDOT SPEC. 8-04.3
5-0" (8'-0" VAN)
UNLESS
OTHERWISE
SHOWN ON 8'-0" UNLESS OTHERWISE
PLAN SHOWN ON PLAN
ADA PARKING STALL LAYOUT
NOT TO SCALE
PLANIrNCo BLDS,UNDISTURBED UNOiSTURBEO ILIRF LAY1NiAREAS,
VEDETAIE(]N, SEE NOTE T SEE NOTE 1
0.1 '1III I, I�..1r5I I+� III!Il.�r LII
UNULS 1 VkAEQ CRASS: SEEP OR SOD
NATIVE VEGETATION �{
\.
UNDISTURBED NATIVE SOIL �• UNDISTUF7EED NATIVE SDI
�r
OPTION 1 - NO DISTURBANCE
3'4' AHBORI ST WOOD CNIP MULCH.
SEE STD. PLAN 262.50
3" OF COMPOST MORPORATW
INTO 5" OF SITE SOIL ITOTAL
AMENDED DEPTH OF 9,F FOR A
SETTLED DEPTH OF 8')
PLANTING BEDS TURF (LAWN) AF"
10
GRASS: SEED OR SOD
173' OF COMPOST INCORPORATED INTO
5P6' OF SITS SOIL (TOTAL AMENDED DEPTH
OF R6', FOR A SETTLE➢ DEPTH OF S')
- a• =I P-TT='iT'-Tf='iT=Tf 'i lg
5UDSOIL SCARIFIED 4" BELOW
SUBSOIL SCARIFIED 4' SELO W COMPOST AMENDED LAYER
COMPOST AMENDED LAYER;. _�..\+ `7 { 12' BELOW SCIL SURFACE)
fT2"BELOW SOIL SURFACE)
21
OPTIONS 2,36 AND 4 • AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEES TURF lLAW AR EAS
r-4' ARBORIST
WOOD CHIP
MULCH- SEE STD.
PLAN 252.60
6"IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL 15
SCARFED T
BELOWIMPORTED
TOPSOI L MI%
PUBLIC WORKS
DEPARTMENT
D•
6'
12'
OPTION( 5 - IMPORTED TOPSOIL
GRASS, SEED OR Soo
NOTES:
1. AREAS OF NO DISTURBANCE TO 8E FENCED
AND CMTIW VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
6' 1NIPORTE6
TOPSOr. MIX
COMPACTED
GENERAL NOTES:
DEPTH
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENT4Y TO FI,IL4Y SATURATE WITHOUT
CAUSING EROSION
SUBSOIL iS
Z COMPOST TO MEET ST U. PLAN 26Z.60
SCARIFIED V
BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REWIRED)
TOPSOIL MI%
TO BE TO 85% OF STANDARD PROCTOR
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REOUIR€MENTS
UN LE55 0T HERVaISI NDTEO, DRA W ING L$ NM TO W-Aa I 51
STD. PLAN - 254.0D
A 9:
SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1
SOIL AMENDMENT SECTIONS
NOT TO SCALE
HAND -
OR
SIGN AT VAN STALL ONLY
2" DIA SCHEDULE 40
GALVANIZED METAL PIPE
FINISHED
GRADE
IIIIII� III
I
PARKING
SIGNAGE
VAN -
ACCESSIBLE co I-
z
Lu
2
ww
QQ
ui
0 >U)
m
Q
-I I
I I -I I I
N
o a
o. .
a
0
ad °
2500 PSI CONCRETE
8" MINI 4" MIN
f�
MOUNTING ON EXISTING
(METAL POLE OR LUMINAIRE
ACCESSIBLE PARKING SIGN
NOT TO SCALE
R=430611
LO
LO
N
O
0
N
Am
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
`W- -W-w 6/20/2024
NOTICE
ALMtATO OF THIS DWAENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBUCATiON OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
MEtS f WM N R: THIS DOCUMENT IS FOR USE
ONLY FOR THE PROTECT DENTIRED N THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAR• REMODEL OR
AWTI N TO THAT PRUXT OR FOR ANY OTHER PRO ECT.
A
A
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
NOTES AND DETAILS
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No-
C2m4
11 of 12 Sheets
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
Dow Sign Lnuelope ID: 3131 133403 TFQA-476G-AD 133.4329FFF-OCIQ8
0 a OPEN PICKM
i- 1-1A I FAu= (ju I H IC:
{2y 2iW-15 SS SOCKET HEAD CAP
SCREW (A_.LENHEAD)WAVSHRS
ON A W DIA BOLT CIRCLE
CAST IROK FRAME AND
COVER, SEE NOTE 3 --
:� c
8-
ASPHALT. SEE NQTI=1
CLEANDUT RISER, SEE NOTE 2
SOIL TIGHT 45' BEND
WYE
�VDIA �
£S•si13` DIA
Ta1R DIA
15" PIA
FRAME SECTION
PAVED AREA [TYP. )
CL_ A -"OUT RJ$ER.
SEE NOTE, 2 ,
SOIL TIGHT y -
COUPLER
tMDE RORA IN, FOOTING
DRAIN CDLLI`CTOR, OR -
i`
ROOF DRAIN COLLECTOR
PFPF, SEE NOTE 1 I CLEANOUT RISER LOCATED WITHIN
.�-� llllh I1
TO QVERFLt]W
STRUCTURE 0,R ��`��nn.•
$TQRU MAIN
,{ f MECrtAN ICAL PLUG OR
CON71INUED CDNNECTTON
TYPICAL CLEANOUT CONFIGURATION
ELEVATION
B-13OU' CIA
54V
COVER SECTION
' I EXTEND GLEAN4UT RISER
a` ABOVE DESIGN PONDINN3
ELEVATION OR PER PLANT
:� ± � Z7FSI['i,N PONTJING
_
F4'GC1WACTE0 SAND OR
GRAVEL BACF{FM1 FOR DRAINS
R ER WSODT 9-173.12(d 1
FERNCD GA,S#df ETE�T
OIJNK CAP OR SIMILAR
4" STiiGJ41'AHED Cnokit '
— PER WSDOT E-0.3-11(2)
NOTESo
I. DIAMETER TO BE 8-INCHES F,iNIMUM PRIVATE, S-INCHES MIN1µ1_ M PUELIC UNDERDRAI�N PIPE PER STD- PLAN 252,10.
2, CLEANOuT RISER SHALL BE SAME MATERIAL AS CONNECTED udNDERDRAIN, FOOTING DRAIN COLLECTOR, QR ROOF DRAIN COLLECTOR PIPE
3, FRAME AND COMER SHALL BC Ed PRODUCTS 3BT5ZIPT AND N75APT OR APPROVED EOUX, COVER TO BE LOCKING WFTH ALLEN HEAD BOLT. MARKED -STORM` CR
�RAIH'
4, FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BbORETENTION PONDING AREA. POUR 8' THHC4. Y32' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSN
GENERAL NOTES:
1, CLEANOUTS FOR LINDERORMN. FOOTING DRAIN COLLECTOR, AND ROOF DRAINi COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY IOD FEET. AT
EVERY 90 DEGREE OR SECOND 45 DEGREE aEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE CLEANOM SHALL BE INSTALLED TO ALLaW FOR MniNTE1fAJNCE ACCESS TO ALL PIPES
FITTINGS
2 ALL SHALL BE SCIL T1GHT.
3 CLEANGUT RISER SHALL BE LOCATED OUTSIDE OF BIOREFENTIDN PON DING WHERE POSSIBLE
4. CLEANCuTS SHALL NOT FiE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERwiSE APPROUEI} 13Y THE CFTY.
UNLESS OTHERWISE NOTED. DRAWING15NOTTOSCALE!NTS,
5TD, PLAN - 2, "00
PUBLIC WORKS N+eD IIPlaauy;
*11 DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha1: �A�j$�����a o
' sldwu DATE
STORM DRAIN CLEAN OUT
NOT TO SCALE
o-
0
S0
Know what's beIow.
Call before you dig.
18:
LL
19
CORNER OR
END POSTS
10' MAX. - SEE SPECIFICATIONS
KNUCKLE FABRIC 1/2 WAY
UP RAIL FOR SAFETY (TOP
AND BOTTOM)
FENCE FABRIC,
2" GALVANIZED MESH -
SEE SPECIFICATIONS
FOR ADDITIONAL
INFORMATION
CONCRETE
FOOTING
2'-0" M I N
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
CHAINLINK FENCE
NOT TO SCALE
CORNER OR
END POSTS
BRACE RAIL
X
GALVANIZED
CHAIN -LINK
FENCE FORK
LATCH KIT
DIA. TRUSS ROD FOR
GATES 6' AND WIDER
VARIES - J N
SEE PLANS
10" MIN. 0
PER PLANS
6" TYP.
SWING PERSON GATE
NOT TO SCALE
TOP RAIL
BOTTOM RAIL
10" MIN. DIA
STANDARD GATE HINGE
FENCE FABRIC - 2"
GALVANIZED MESH
BANDS AND STRETCHER BAR AT
END AND CORNER POSTS
%4" X 1/4" FLAT STRETCHER
GATE FRAME
HOLD BOTTOM RAIL BETWEEN
1 1/2" AND 2" FROM FINISHED GRADE
FINISH GRADE
CONCRETE FOOTING
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
R=430612
LO
LO
N
0
0
N
rig
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:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DDOUNIENT SHALL IWADATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBIICATI N OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OM1ERM RK M N IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PMM IDENTIFIED N THE TITLE BLOCK
AID IS NOT TO BE USED FOR REPAR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER I'MM.
A
A
A 9/23/2025 RECORD DRAWINGS
Revisions:
Sheet Title:
NOTES AND DETAILS
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No-
5 ■
12 of 12 Sheets