HomeMy WebLinkAboutEx03_Plan Set.pdfARCHITECTUREINTEGRUS&YGHOF COLLABORATIONA
INTEGRUS PROJECT NO.
OWNER PROJECT NO.
SET NO.
OWNER
RENTON SCHOOL DISTRICT
7812 S 124TH STREET
SEATTLE, WA 98178
425.204.4473
MIKE CATO
michael.cato@rentonschools.us
ARCHITECT
INTEGRUS
117S MAIN STREET
SUITE 100
SEATTLE, WA 98104
206.628.3137
JEFF LUEDEMAN
jluedeman@integrusarch.com
STRUCTURAL
INTEGRUS
117S MAIN STREET
SUITE 100
SEATTLE, WA 98104
206.628.3137
THERESA DANIEL
tdaniel@integrusarch.com
MECHANICAL/PLUMBING
HARGIS ENGINEERS
1201 3RD AVE
SUITE 600
SEATTLE, WA 98101
206.448.3376
BRIAN CANNON
brian.cannon@hargis.biz
ELECTRICAL
METRIX ENGINEERS
227 WILLIAMS AVE S
RENTON, WA 98057
206.336.2822
BEN PREHODA
benp@metrixeng.com
GENERAL CONTRACTOR/
CONSTRUCTION MANAGEMENT
FORMA CONSTRUCTION
1016 1ST AVE S SUITE 400
SEATTLE, WA 98134
206.626.0256
KEITH MICHEL
keithm@formacc.com
CIVIL
JACOBSON CONSULTING ENGINEERS
255 S KING STREET
SUITE 800
SEATTLE, WA 98104
206.426.2600
ALAN JACOBSON
alan@jacobsonengineers.com
LANDSCAPE
FORA LANDSCAPE ARCHITECTS
1430 NE 65TH ST
SEATTLE, WA 98155
206.322.1732
NICK HAGAN
nick@fora.land
PROJECT TEAM
ACOUSTIC
FOOD SERVICE
SSA ACOUSTICS
7409 GREENWOOD AVE N
SUITE A
SEATTLE, WA 98103
206.839.0819
ALAN BURT
alan@ssaacoustics.com
STAFFORD DESIGN GROUP
1019 STEPHANIE WAY
MINDEN, NV 89423
408.559.9901
TIM STAFFORD
tstafford@stafforddesigngroup.com
HAZMAT
PBS ENGINEERING & ENVIRONMENTAL
214 E GALER STREET
SUITE 300
SEATTLE, WA 98102
206.766.7602
RYAN HUNTER
ryan.hunter@pbsusa.com
HAZEN HIGH SCHOOL MODERNIZATION
22318.00
RENTON SCHOOL DISTRICT
09.27.24
SITE PLAN REVIEW
1101 HOQUIAM AVE NE
RENTON, WA 98059
Client #
GENERAL
G009 NEIGHBORHOOD DETAIL AND SITE PLAN DATA
G010 ARCHITECTURAL SITE PLAN
SURVEY
1 LIMITED TOPOGRAPHIC SURVEY
2 LIMITED TOPOGRAPHIC SURVEY
3 LIMITED TOPOGRAPHIC SURVEY
4 LIMITED TOPOGRAPHIC SURVEY
5 LIMITED TOPOGRAPHIC SURVEY
6 LIMITED TOPOGRAPHIC SURVEY
CIVIL
C010 OVERALL SITE PLAN
C201 CIVIL SITE PLAN
C202 CIVIL SITE PLAN
C203 CIVIL SITE PLAN
C204 CIVIL SITE PLAN
C205 CIVIL SITE PLAN
C206 CIVIL SITE PLAN
C207 CIVIL SITE PLAN
LANDSCAPE
L100 OVERALL LANDSCAPE PLAN
L101 LANDSCAPE ENLARGEMENT
L102 LANDSCAPE ENLARGEMENT
L103 LANDSCAPE ENLARGEMENT
L104 LANDSCAPE ENLARGEMENT
L105 LANDSCAPE ENLARGEMENT
L400 DETAILS
L500 OVERALL SUBDRAINAGE PLAN
L501 SUBDRAINAGE PLAN
L502 SUBDRAINAGE PLAN
ARCHITECTURAL
A101 FLOOR PLAN - LEVEL 1 OVERALL
A102 FLOOR PLAN - LEVEL 2 OVERALL
A103 ROOF PLAN - OVERALL
A201 EXTERIOR ELEVATIONS
ARBORIST
ATLAS TECHNICAL CONSULTANTS
17619 NE 67TH CT
SUITE 100
REDMOND, WA 98052
425.429.7800
SHANNON INGEBRIGHT
shannon.ingebright@oneatlas.com
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NE 10TH ST
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SITE:
1101 HOQUIAM AVE NE
CHURCH PARCEL
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PROJECT DATA
- PROJECT NAME:
- PROJECT ADDRESS:
HAZEN HIGH SCHOOL MODERNIZATION
1101 HOQUIAM AVE NE, RENTON, WA 98059
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE MODERNIZATION OF THE EXISTING HIGH SCHOOL FACILITY UNDER
THE JURISDICTION OF THE CITY OF RENTON. CAMPUS-WIDE IMPROVEMENTS CONSIST OF:
• ADDITION OF SECURE VESTIBULE AT MAIN ENTRY
• VOLUNTARY SEISMIC UPGRADE
• REPLACEMENT OF EXISTING HVAC SYSTEM, INCLUDING THE INSTALLATION OF GROUND
SOURCE WELL FIELD AND DOAS ROOFTOP UNITS
• SCREENING OF ROOFTOP UNITS
• EAST FACADE AESTHETIC IMPROVEMENTS
• SCHOOL NAME SIGNAGE
• INTERIOR COURTYARD FACADE REPLACEMENT
• REPLACEMENT OF EXISTING ROOFING WITH ADDITIONAL INSULATION TO MEET CURRENT
ENERGY CODE
• ELECTRICAL, FIRE ALARM, SECURITY & ACCESS CONTROL UPGRADES
• ARCHITECTURAL FINISHES & CABINETRY
• COMMONS, SCIENCE CLASSROOM, LIBRARY AND ISOLATED CLASSROOM RENOVATIONS.
• FIELD REPLACEMENT WITH SYNTHETIC TURF, FENCING, AND LIGHTING.
ZONING DATA
ZONING DESIGNATION:
RESIDENTIAL MEDIUM DENSITY, R8 (EIGHT PARCELS, INCLUDING ALL EDUCATION BUILDINGS)
RESIDENTIAL HIGH DENSITY, RM-F (ONE PARCEL AT BASEBALL FIELD)
PERMITTED USES:
K-12 EDUCATIONAL INSTITUTION (HEARING EXAMINER CONDITIONAL USE PER TABLE 4-2-060)
9. DEVELOPMENT CONSISTENT WITH A MASTER PLAN IS CONSIDERED A PERMITTED USE.
DEVELOPMENT STANDARDS PER TABLE 4-2-110A
MAX. BUILDING COVERAGE 50%
MAX. IMPERVIOUS AREA 65%
FRONT YARD 20'
REAR YARD 5' [22. CORNER LOTS W/ FRONT & SECONDARY FRONT YARD DO NOT REQUIRE A REAR YARD. REAR SETBACK PER SIDE YARD]
SIDE YARD 5'
SECONDARY FRONT YARD 15'
MAX. STORIES 2
MAX. WALL PLATE HEIGHT 24' [9. ALLOWED HEIGHT OF PUBLIC FACILITIES DETERMINED THROUGH SITE PLAN REVIEW]
*MAX. BUILDING HEIGHT 38' [ESTABLISHED W/ 2000 AUDITORIUM ADDITION]
PARKING REQUIREMENTS PER 6.10.E 4-4-080 F.10.E
1 PER EMPLOYEE + 1 PER 10 STUDENTS
SITE INFORMATION
SITE AREA 1,435,329 SF
EXISTING BUILDING FOOTPRINT 233,283 SF
PROPOSED ADDITION 310 SF
PROPOSED BUILDING FOOTPRINT 233,593 SF, 16.3% (<50%, OK)
EXISTING IMPERVIOUS AREA 704,999 SF (INCLUDES BUILDINGS, SYNTHETIC TURF, AND PAVING)
PROPOSED ADDITIONAL IMPERVIOUS 187,794 SF
PROPOSED TOTAL IMPERVIOUS AREA 892,793, 62.2% (<65%, OK)
BUILDING STORIES 2, EXISTING
PROPOSED BUILDING HEIGHT UNCHANGED, EXISTING (OK)
REQUIRED PARKING 1 PER EMPLOYEE (155 STALLS) + 1 PER 10 STUDENTS (147 STALLS) = 302 STALLS REQUIRED
EXISTING PARKING COUNT 414 STALLS PROVIDED (>302 OK)
BUILDING INFORMATION
EXISTING
LEVEL 1 234,972 SF
LEVEL 2 92,423 SF
PROPOSED ADDITION
LEVEL 1 310 SF
TOTAL PROPOSED + EXISTING = 327,705 SF
SCALE:1" = 200'-0"
NEIGHBORHOOD DETAIL MAP
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09.27.24
NEIGHBORHOOD
DETAIL AND SITE
PLAN DATA
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Revisions
# Date Description
SCALE:3" = 1'-0"2 ZONING LEGEND
1456473.14
20"CON
1457
473.10
21"CON
1243473.61
19"CON
1256
473.16
7"CED
1257473.14
7"CED
1259473.94
29"CON
1262
473.55
6"CED
2653472.48
15"CON
427
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40
15"
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4278462.
49
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4935467.28
12"
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4946466.92
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5097467.22
12"
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5109462.07
12"
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5611473.67
6"CON
5616474.06
38"CON
6219470.27
22"PINE
6220469.77
18"PINE6221
470.18
18"PINE
6222
469.97
20"PINE
6223470.53
22"PINE
6224468.20
18"PINE
7199468.03
10"CED
7200468.09
6"CED
7261
470.91
8"CED
7262470.63
8"CED
7273
470.02
12"CED
7399
467.90
10"CED
7400467.85
22" CED
7433467.87
22" CED
7629469.00
8"CON
7630468.82
8"CED 7631467.84
10"CON
6606
472.08
14"CON
6607
472.29
18"PINE
334
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3349468.
11
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73
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1816509.42
PARAPET EL
1817487.46PARAPET EL
1818487.27PARAPET EL
2925496.43PARAPET EL
2926493.74PARAPET EL
2927495.79
PARAPET EL
3656
496.13
PARAPET
EL
3657
506.56
PARAPET
EL
3376496.04
PARAPET EL
4128482.46
PARAPET EL
4795482.43PARAPET EL
4796485.01PARAPET EL
5023496.01
PARAPET EL
10812
496.07PARAPET EL
10813496.78
PARAPET EL
10814
485.21PARAPET EL
10815482.45
PARAPET EL
6523472.16FINISH FLOOR
7641468.14
FINISH FLOOR
7744468.01
FINISH FLOOR
9586478.12FINISH FLOOR
10702
467.11FINISH FLOOR
11133467.16
FINISH FLOOR
11295468.14
FINISH FLOOR
4728468.05EAVE 4732467.35
EAVE 4736467.21
EAVE
10810491.71
EAVE
10819
478.43EAVE10820
488.40EAVE
10843478.11
EAVE
10844
478.18EAVE
7840482.32COR CANOPY
10808
477.06COR CANOPY
10809
477.07COR CANOPY
10816477.05
COR CANOPY
10817
477.09COR CANOPY
Soccer
Softball
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510'-4"138'-4"
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HOQUIAM AVE NE
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ENTRY
VESTIBULE
ADDITION
(E) SCHOOL
BUILDING RENOVATION &
SEISMIC UPGRADE
DUVALL AVE NE
CHURCH
PARCEL
(E) PARKING AREA
(E) PARKING AREA
(E) PARKING AREA
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(E) TENNIS COURTS
(E) SYNTHETIC SOCCER FIELD
(E) PARKING AREA
(E) COURTYARD
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69
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EXISTING CLASSROOM
PORTABLE BUILDING, TYP.
TEMPORARY PORTABLE
CLASSROOM BUILDINGS,
TO BE REMOVED AFTER
CONSTRUCTION.
SYNTHETIC TURF BASEBALL FIELD
EXISTING TREE
CANOPY EXTENTS
APPROXIMATE GROUND SOURCE WELL
FIELD. DISTURBED LAWN TO BE RESTORED
FIELD LIGHTING, TYP.
MULTIPURPOSE
FIELD LIGHTING, TYP
SYNTHETIC TURF
MULTIPURPOSE FIELD
TEMPORARY
CONSTRUCTION
LAYDOWN AREA
MONUMENT SIGN
15' UTILITY EASEMENT
REC. NO. 20060303000926
(E) PARKING
AREA
(E) TRASH AND
RECYCLING BINS W/
EXISTING SCREEN WALL
24' ACCESS EASEMENT
(E) ELECTRICAL EQUIPMENT
YARD W/ FENCING
PARKING EASEMENT
ELECTRICAL
EQUIPMENT W/
FENCING
(E) WATER
VALVE BOXES
(E) EV EQUIP
(E) BUS AND VEHICULAR DROP OFF
PRIMARY
ENTRY
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G010
09.27.24
ARCHITECTURAL
SITE PLAN
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SCALE:1" = 50'-0"
SITE PLAN - PROJECT NORTH
Revisions
# Date Description
N.E. 10TH ST.
( A DEDICATED PUBLIC RIGHT OF WAY)
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IN THE NW 1/4 OF SECTION 10 & THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
CONTROL DIAGRAM
SCALE 1"=100'
SEE SHEET 2
SEE SHEET 3
SEE SHEET 4 SEE SHEET 5
SEE SHEET 6
SEE SHEET 7
N.E. 10TH ST.
( A DEDICATED PUBLIC RIGHT OF WAY)
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IN THE NW 1/4 OF SECTION 10 & THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
LEGEND
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□
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IN THE NW 1/4 OF SECTION 10 & THE NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
X
X
X
X
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
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SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
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SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
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B
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B
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SU
B
SU
B
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SS
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SD
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SD SD SD
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N.E. 10TH ST.
( A DEDICATED PUBLIC RIGHT OF WAY)
N.E. 12TH ST.
(A DEDICATED PUBLIC RIGHT OF WAY)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASH
I
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
SCALE 1"=70'
35 70 1400
HAZEN HIGH SCHOOL MODERNIZATION
OVERALL SITE PLAN
CX04
CX01
CX03
CX05
CX06
PROJECT WORK
AREAS (TYP)
IMPROVED BASEBALL FIELD
AND GEOTHERMAL WELL ZONE
IMPROVED
SOFTBALL FIELD
CX02
EXISTING
POWER POLE
NEW ELECTRICAL
PRIMARY SERVICE
GEOTHERMAL
WELL ZONE
GEOTHERMAL
PIPING IN/OUT
OF BUILDING
GEOTHERMAL VAULT.
LOCATION TBD.
OVERALL SITE PLAN
DJD/AJJ
JAJ
09.27.24
B
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
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Revisions
#Date Description
C010
(2) TEMPORARY
PORTABLES TO BE
REMOVED AT END
OF PROJECT
MAINTAIN 20'
WIDE FIRE LANE
CX07
GEOTHERMAL VAULT.
LOCATION TBD.
EX CHURCH PROPERTY
IMPROVED MULTIPURPOSE
FIELD OPTION W/ FIELD
LIGHTING
NOTE: BREAKOUT SHEETS
VARY IN DRAWING SCALE
CONTRACTOR TO TAKE NOTE
OF SCALES ON EVERY SHEET
SITE PLAN REVIEW
EXISTING DRIVEWAY CURB CUT
TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS
NE 10TH ST FROM EXISTING CUL-DE-SAC
WEST ALONG SCHOOL'S FRONTAGE TO BE
UPGRADED WITH PLANTER STRIP, STREET
LIGHTING, AND CONCRETE SIDEWALK
MEETING THE REQUIREMENTS FOR A
RESIDENTIAL ACCESS STREET SECTION.
EXISTING ADA RAMP AT THE NW CORNER
OF INTERSECTION OF HOQUIAM AVE NE &
NE 10TH ST TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS. EXISTING
CROSSWALK TO BE REPLACED WITH NEW
THERMOPLASTIC CROSSWALK STRIPING
EXISTING DRIVEWAY CURB CUT
TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS
INSTALL SOLAR POWERED FLASHING
BEACON POST WITH THE FOLLOWING ON
NORTH AND SOUTH SIDES OF POLE:
S1-1 "SCHOOL CROSSING", RRFB-4R
FLASHER, W16-7P(L) & (R), AND
PEDESTRIAN PUSHBUTTON ON EAST
AND WEST SIDES OF CROSSING
EXISTING ADA RAMP AT THE SE CORNER OF
INTERSECTION OF HOQUIAM AVE NE & NE
11TH CT TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS, INCLUDING
INSTALLATION OF A NEW COMPANION RAMP
ON WEST SIDE OF STREET. EXISTING
CROSSWALK TO BE REPLACED WITH NEW
THERMOPLASTIC CROSSWALK STRIPING
EXISTING DRIVEWAY CURB CUT
TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS
EXISTING DRIVEWAY CURB CUT
TO BE UPGRADED TO MEET
ACCESSIBILITY REQUIREMENTS
HO
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A
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E
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.
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)
NEW SECURITY ENTRY
VESTIBULE
NEW TRAFFIC
RATED BOLLARDS
6'
4'
FF=468.13
REINSTALL SALVAGED
BOLT DOWN BENCH
PROTECT EX
BUILDING COLUMN
TO REMAIN
REINSTALL SALVAGED
BOLT DOWN BENCH
MATCH EX
CONCRETE (TYP)
46
8
467.58(EX)
467.56(EX)
467.60(EX)
467.63(EX)
467.66(EX)
467.72(EX)
467.82(EX)
467.92(EX)
467.99(EX)467.96(EX)468.04(EX)
468.05(EX)
468.15(EX)
468.11
468.11
468.11
468.11
468.13
468.13
468.02(EX)
EX BUILDING
OVERHANG/CANOPY
ABOVE (TYP)
CONCRETE PLAZA
SIDEWALK
NEW NON-REMOVEABLE HEAVY
DUTY VEHICULAR RATED
SECURITY BOLLARD (TYP
UNLESS OTHERWISE NOTED)
6
'
1.3' (TYP)
INSTALL NEW REMOVEABLE
HEAVY DUTY VEHICULAR RATED
SECURITY BOLLARD (2 TOTAL)
(FINAL BOLLARD LAYOUT TBD)
7.9
'
RESTORE CONCRETE
SIDEWALK
1.3' (TYP)
4'
REINSTALL ADA
PARKING SIGN
AND POST
REINSTALL ADA
PARKING SIGN
AND POST
3'
7.
3
'
0.8' (TYP)
6'
7.5'
6'
6'
467.72
0.8' (TYP)
REINSTALL BUS
LOADING SIGN
AND POST
5'
NEW NON-REMOVEABLE HEAVY
DUTY VEHICULAR RATED
SECURITY BOLLARD (TYP
UNLESS OTHERWISE NOTED)
4'
9.
8
'
4.6'
3'
17
.
7
'
8'
INSTALL NEW REMOVEABLE
HEAVY DUTY VEHICULAR RATED
SECURITY BOLLARD (2 TOTAL)
(FINAL BOLLARD LAYOUT TBD)
8'
3'
16
.
4
'
0.8' (TYP)
6.
7
'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASH
I
N
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EGI S T E R E D
P
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N EER
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B
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=10'
5 10 200
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C201
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
Checked by:
Date:
1
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Revisions
#Date Description
CONTINUATION - SEE TOP RIGHT
CONTINUATION - SEE BOTTOM LEFT
PROTECT EX
CONCRETE CROSSING
AND CROSSWALK
STRIPING TO REMAIN
RESTORE CONCRETE
SIDEWALK
SITE PLAN REVIEW
BUILDING VESTIBULE
□
FOR RESTORATION OF PRACTICE
FIELD NORTH OF BASEBALL FIELD
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASH
I
N
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T
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EGI S T E R E D
P
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SIONAL E N G I
N EER
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B
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=20'
0 10 20 40
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C202
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
Checked by:
Date:
1
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Revisions
#Date Description
MATCHLINE - SEE SHEET C203
SITE PLAN REVIEW
DU
V
A
L
L
A
V
E
.
N
.
E
.
(A
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X X
X
X
XX
X
X
X
IMPROVED BASEBALL FIELD
WITH SYNTHETIC SURFACE,
UNDERDRAIN, AND DETENTION.
T
E
E E E E
E
E
E
G
T
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
SD
SD
SD
SD
SD
SD
SD
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GTGTGTGTGT
GT
GT
GT
GT
GT
GT
GT
SD
EXISTING CITY OF
RENTON WATER
EASEMENT
15'
GEOTHERMAL VAULT
LOCATION
GEOTHERMAL VAULT
LOCATION
TYPE 2 CB - 54"
W/ ROUND SOLID
LOCKING COVER
W/ CONTROL STRUCTURE
RAINVAULT 5.0 STACK
7,370 SF FOOTPRINT
2,076 PENT MODULE STACKS
WITH 24" GRAVEL PERIMETER, 6" GRAVEL
BASE, 12" GRAVEL TOP PROVIDING
47,150 CF OF LIVE STORAGE VOLUME
51,570 CF OF TOTAL STORAGE VOLUME
DETENTION FACILITY USED MAY BE
SUBJECT TO CHANGE DURING DESIGN
(2) 8" GEOTHERMAL
SERVICE AND RETURN
LINES
NEW FIELD LIGHTING
RESTORE EX LAWN AND
GRAVEL PATH AS REQ'D TO
INSTALL NEW GEOTHERMAL
SERVICE AND RETURN PIPING
RESTORE EX
CONCRETE PAVEMENT
RESTORE EX LAWN AS REQ'D TO
INSTALL NEW GEOTHERMAL
SERVICE AND RETURN PIPING,
AND GEOTHERMAL WELLS
45
7
46
0
46
0
45
8
45
9
45
8
45
9
TYPE 2 CB - 48"
W/ ROUND SOLID
LOCKING COVER
8 LF 12" SD
CONNECT TO FIELD
UNDERDRAIN
147 LF
1
2
"
S
D
14 LF 12" SD
TYPE 1 CB
W/ SOLID
LOCKING LID
CONNECT TO EX CB
IE 420.72
REPLACE EXISTING
FENCE AS NEEDED FOR
STORM INSTALLATION
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
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4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=20'
0 10 20 40
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C203
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
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Date:
1
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Revisions
#Date Description
MATCHLINE - SEE SHEET C202
MATCHLINE - SEE SHEET C204
STORM DRAINAGE PIPE
YD/CO/CB/CB 2/MH
SD
PROPOSED DETENTION SYSTEM
SITE PLAN REVIEW
XXXX
X
X
X
X
X
XX
X
X
X
X X X X
X
X
X
X
XXXXX
X
X
X
X
X
X
15
'
EXISTING CITY OF
RENTON WATER
EASEMENT
15'EXISTING CITY OF
RENTON WATER
EASEMENT
PROTECT EX 8"
PRIVATE SEWER MAIN
PROTECT EX 12"
PRIVATE STORM MAIN
CITY OF RENTON
WATER MAIN
T
E
E
E
E
E
E
E
E
E
E E E E E E E E
E
E
E
E
E
E
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GT GT GT GT GT GT
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GT GT GT GT GT GT
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GT GT GT GT GT GTGTGTGTGTGTGTGTGTGT
GT
GT
GT
GT
GT
GT
GT
GT
DOUBLE GATE
FENCED
ENCLOSURE
ELECTRICAL
EQUIPMENT
(EXTENTS TBD)
ELECTRICAL
TRANSFORMER
NEW ELECTRICAL
PRIMARY SERVICE
EXISTING DOUBLE
DOORS TO
MECHANICAL ROOM
HEAVY DUTY
ASPHALT PAVING
HEAVY DUTY
ASPHALT PAVING
PROTECT EX STORM
STRUCTURE TO
REMAIN
6" CONCRETE PAD
6" CONCRETE PAD
FOR MECH'L YARD
(2) 8" GEOTHERMAL
SERVICE AND RETURN LINES
(2) 8" GEOTHERMAL SERVICE
AND RETURN LINES
ASPHALT
THICKENED EDGE
46
0
SINGLE GATE
NEW FIELD
LIGHTING
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASH
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J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=10'
5 10 200
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C204
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
Checked by:
Date:
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Revisions
#Date Description
MATCHLINE - SEE SHEET C203
SITE PLAN REVIEW
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
N.E. 10TH ST.
( A DEDICATED PUBLIC RIGHT OF WAY)
X
X
X
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
SD
SD SD
SD SD SD SD SD SD SD
SD
SD
IMPROVED SOFTBALL FIELD
WITH SYNTHETIC SURFACE,
UNDERDRAIN, AND DETENTION.
PROTECT EX
UTILITY POLE
NEW ELECTRICAL
PRIMARY SERVICE
CONNECT TO EXISTING STORM
IE 448.90
61
L
F
1
2
"
S
D
47 LF 12" SD RAINVAULT 2.0 STACK
7,880 SF FOOTPRINT
2,240 DOUBLE MODULE STACKS
WITH 24" GRAVEL PERIMETER, 6" GRAVEL
BASE, 12" GRAVEL TOP PROVIDING
19,250 CF OF LIVE STORAGE VOLUME
23,970 CF OF TOTAL STORAGE VOLUME
(FOR SOFTBALL FIELD REPLACEMENT)
DETENTION FACILITY USED MAY BE
SUBJECT TO CHANGE DURING DESIGN
RAINVAULT 2.0 STACK
10,250 SF FOOTPRINT
2,937 DOUBLE MODULE STACKS
WITH 24" GRAVEL PERIMETER, 6" GRAVEL
BASE, 12" GRAVEL TOP PROVIDING
25,150 CF OF LIVE STORAGE VOLUME
31,290 CF OF TOTAL STORAGE VOLUME (FOR
FULL BUILD OUT MULTIPURPOSE FIELD OPTION)
DETENTION FACILITY USED MAY BE SUBJECT TO
CHANGE DURING DESIGN
TYPE 2 CB - 54"
W/ ROUND SOLID
LOCKING COVER
W/ CONTROL STRUCTURE
20 LF 12" SD
77 LF 12" SD
TYPE 1 CB
W/ SOLID LOCKING LID
HEAVY DUTY
ASPHALT PAVING
NEW FIELD
LIGHTING
RESTORE EX LAWN, GRAVEL
PATH, AND ASPHALT AS
REQ'D TO INSTALL NEW
ELECTRICAL SERVICE
REINSTALL FENCE
FOR STORM
INSTALLATION
CONCRETE
SIDEWALK (TYP)
HEAVY DUTY
ASPHALT PAVING
RESTORE VEGETATION
WITH HYDROSEED AT
A MINIMUM
TYPE 2 CB - 54"
W/ ROUND SOLID
LOCKING COVER
W/ CONTROL STRUCTURE
240 LF 12" SD
CONCRETE
PAVING (TYP)
EXISTING SOFTBALL
FENCING TO BE REUSED
CONNECT TO FIELD
UNDERDRAIN
CONNECT TO FIELD
UNDERDRAIN
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
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N EER
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B
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=20'
0 10 20 40
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C205
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Drawn By:
Checked by:
Date:
1
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Revisions
#Date Description
MATCHLINE - SEE SHEET C207
STORM DRAINAGE PIPE
YD/CO/CB/CB 2/MH
SD
PROPOSED DETENTION SYSTEM
SITE PLAN REVIEW
SSSSSSSSSSSSSSSSSSSS
6" CONCRETE PAD
FOR GREENHOUSE
NEW 6" PP ACID WASTE
STUB TO BUILDING.
NEW 6" PP ACID
WASTE STUB TO
BUILDING
REPLACE CONCRETE
SIDEWALK
REPLACE CONCRETE
SIDEWALK
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
NSTATE O F WASH
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P
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SIONAL E N G I
N EER
O
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=10'
5 10 200
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C206
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
Checked by:
Date:
1
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Revisions
#Date Description
SANITARY SEWER
SANITARY MH/CO
SS
SITE PLAN REVIEW
□
□
□
X
XSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD
IMPROVED SOFTBALL FIELD
WITH SYNTHETIC SURFACE,
UNDERDRAIN, AND DETENTION.
RAINVAULT 2.0 STACK
7,880 SF FOOTPRINT
2,240 DOUBLE MODULE STACKS
WITH 24" GRAVEL PERIMETER, 6" GRAVEL
BASE, 12" GRAVEL TOP PROVIDING
19,250 CF OF LIVE STORAGE VOLUME
23,970 CF OF TOTAL STORAGE VOLUME
(FOR SOFTBALL FIELD REPLACEMENT)
DETENTION FACILITY USED MAY BE
SUBJECT TO CHANGE DURING DESIGN
RESTORE CONCRETE
SIDEWALK
NEW NON-REMOVEABLE
HEAVY DUTY VEHICULAR
RATED SECURITY BOLLARD
(TYP UNLESS OTHERWISE
NOTED)
TEMPORARY
PORTABLE
FFE 471.74 +/-
TEMPORARY
PORTABLE
FFE 471.90 +/-
TEMPORARY MODULAR
BUILDINGS PER ARCH'L PLANS
TO BE REMOVED AT COMPLETION
OF CONSTRUCTION
TYPE 2 CB - 54"
W/ ROUND SOLID
LOCKING COVER
W/ CONTROL STRUCTURE
20 LF 12" SD
77 LF 12" SD
TYPE 1 CB
W/ SOLID LOCKING LID
25'
6'
EX ACCESSIBLE
ROUTE
EX TABLE TOP
CROSSINGRESTORE EX ASPHALT PAVEMENT AS
REQ'D FOR EX FUEL OIL TANK
REMOVAL WITH HEAVY DUTY ASPHALT
PROTECT EX
LIGHT TO REMAIN
7.4'
7.3'
4'
8'
9.4'
INSTALL NEW REMOVABLE
HEAVY DUTY VEHICULAR RATED
SECURITY BOLLARD (2 TOTAL)
(FINAL BOLLARD LAYOUT TBD)
REPLACE CONCRETE
SIDEWALK (TYP)
VERTICAL CURB (TYP)
HEAVY DUTY
ASPHALT PAVING
REPLACE EX CONCRETE
CURB/GUTTER,
SIDEWALK, AND
ASPHALT PAVING
TYPE 1 CB
W/ SOLID LOCKING LID
CONNECT TO EX 12"
STORM MAIN
REINSTALL FENCE
FOR STORM
INSTALLATION
CONCRETE
SIDEWALK (TYP)
HO
Q
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N
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(A
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)
240 LF 12" SD
5'
PAINTED "WHITE"
PEDESTRIAN
PATHWAY STRIPING
8'
PAINTED "WHITE"
CROSSWALK STRIPING
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
43667
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N EER
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B
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CAJA.DLARE
J
C2
4
0
0
0
4
5
0
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
ASPHALT PAVEMENT
CONCRETE CURB
CONCRETE PAVEMENT
SCALE 1"=20'
0 10 20 40
HAZEN HIGH SCHOOL MODERNIZATION
CIVIL SITE PLAN
C207
DJD/AJJ
JAJ
09.27.24
CIVIL SITE PLAN
B
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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Revisions
#Date Description
MATCHLINE - SEE SHEET C205
STORM DRAINAGE PIPE
YD/CO/CB/CB 2/MH
SD
PROPOSED DETENTION SYSTEM
SITE PLAN REVIEW
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
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SU
B
SU
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SU
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SU
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SU
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SU
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SU
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SU
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SU
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SU
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SU
B
SU
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SU
B
SU
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SU
B
SU
B
SU
B
SU
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SU
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SU
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SU
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SU
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SU
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SU
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SU
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SU
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45
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45
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HO
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BASEBALL FIELD
FASTPITCH
FIELD
MULTIPURPOSE
FIELD
HAZEN HIGH SCHOOL
GENERAL NOTES:
SITE IMPROVEMENTS LEGEND
GATE SCHEDULE
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
L100
OVERALL
LANDSCAPE PLAN
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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NH
09.27.24
RE
N
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SITE PLAN REVIEW
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O
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A
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I
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Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 2 6
S
T A T E
SHI
N
L
A
N
D
S
C
AP
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
L101
L102
L103
L104
L105
XX
GT
SS
SS
SS
SS
SS
GT
GT
46
8
HO
Q
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A
M
A
V
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N
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NE 11TH ST
NE 11TH CT
HAZEN HIGH SCHOOL
MATCHLINE - SEE SHEET L101
MATCHLINE - SEE SHEET L104
MA
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SCALE:
N
80'40'20'10'
1"=20'-0"L101
LANDSCAPE
ENLARGEMENT
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&
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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T
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AM, AJ, IL
NH
09.27.24
RE
N
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SITE PLAN REVIEW
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O
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N
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A
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I
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Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.
75
EX P 4
0 26
ST A T E
SHI
N
L
A
N
D
S
C
A P
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
NE 12TH ST
MATCHLINE - SEE SHEET L102
MATCHLINE - SEE SHEET L103
0'
SCALE:
N
80'40'20'10'
1"=20'-0"L102
LANDSCAPE
ENLARGEMENT
AR
C
H
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C
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IN
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&
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A
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A
T
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N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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A
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09.27.24
RE
N
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SITE PLAN REVIEW
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N
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A
T
I
O
N
Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.
75
EX P 4
0 26
S
T A T E
SHI
N
L
A
N
D
S
C
AP
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
XX
X
X
X
X X
X
X
XX
X
X
X
T
E
E
E
E E E E
G
T
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GT
G
T
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T
G
T
G
T
G
T
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T
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T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
G
T
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GT
SD
SD
SD
SD
SD
SD
SD
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT
GT GT GT GTGTGTGTGT
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45
7
46
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46
0
45
8
45
9
45
8
45
9
DU
V
A
L
L
A
V
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N
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BASEBALL FIELD
MATCHLINE - SEE SHEET L102
MATCHLINE - SEE SHEET L103
MATCHLINE - SEE SHEET L103
MATCHLINE - SEE SHEET L104
MA
T
C
H
L
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N
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-
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1
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1
0
1
0'
SCALE:
N
80'40'20'10'
1"=20'-0"L103
LANDSCAPE
ENLARGMENT
AR
C
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I
T
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C
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IN
T
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&
YG
H
OF
C
O
L
L
A
B
O
R
A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
U
T
H
M
A
I
N
S
T
R
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(
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22318.00
AM, AJ, IL
NH
09.27.24
RE
N
T
O
N
S
C
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S
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11
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N
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9
8
0
5
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SITE PLAN REVIEW
HA
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S
C
H
O
O
L
M
O
D
E
R
N
I
Z
A
T
I
O
N
Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 2 6
S
T A T E
SHI
N
L
A
N
D
S
C
AP
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
X
X
X
X
XX
X
X
X
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MATCHLINE - SEE SHEET L101
MATCHLINE - SEE SHEET L104
MATCHLINE - SEE SHEET L103
MATCHLINE - SEE SHEET L104
MATCHLINE - SEE SHEET L104
MATCHLINE - SEE SHEET L105
0'
SCALE:
N
80'40'20'10'
1"=20'-0"L104
LANDSCAPE
ENLARGMENT
AR
C
H
I
T
E
C
T
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IN
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&
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H
OF
C
O
L
L
A
B
O
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A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
U
T
H
M
A
I
N
S
T
R
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E
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(
2
0
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)
6
2
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3
1
3
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22318.00
AM, AJ, IL
NH
09.27.24
RE
N
T
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N
S
C
H
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O
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S
T
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11
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N
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R
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N
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,
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A
9
8
0
5
9
SITE PLAN REVIEW
HA
Z
E
N
H
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G
H
S
C
H
O
O
L
M
O
D
E
R
N
I
Z
A
T
I
O
N
Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 2 6
S
T A T E
SHI
N
L
A
N
D
S
C
AP
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
B
SU
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SU
B
SU
B
SU
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SU
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SU
B
SU
B
SU
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SU
B
SU
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SU
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SU
B
SU
B
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SU
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SU
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SU
B
SU
B
SU
B
SU
B
SU
B
SU
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SU
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SU
B
SU
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SU
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B
SU
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SD
SD
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
NE 10TH ST
NE 10TH ST
NE 10TH ST
FASTPITCH
FIELD
MULTIPURPOSE
FIELD
MATCHLINE - SEE SHEET L104
MATCHLINE - SEE SHEET L105
0'
SCALE:
N
80'40'20'10'
1"=20'-0"L105
LANDSCAPE
ENLARGEMENT
AR
C
H
I
T
E
C
T
U
R
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IN
T
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G
R
U
S
&
YG
H
OF
C
O
L
L
A
B
O
R
A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
U
T
H
M
A
I
N
S
T
R
E
E
T
,
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22318.00
AM, AJ, IL
NH
09.27.24
RE
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Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 26
S
T A T E
SHI
N
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A
N
D
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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09.27.24
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Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.
75
EX P 4
0 2 6
S
T A T E
SHI
N
L
A
N
D
S
C
A P
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
4'-6' HT. CHAIN LINK FENCE1
7 '-10' HT. CHAIN LINK FENCE2
DOUBLE SWING CHAIN LINK GATE3 SYNTHETIC TURF EDGE ANCHOR AT BASEBALL/SOFTBALL4
SYNTHETIC TURF EDGE ANCHOR AT EXISTING PAVING5 SYNTHETIC TURF
AT BASEBALL FIELD AT MULTI-USE FIELD
6 BASE ANCHOR AT SYNTHETIC TURF7
L400
DETAILS
FRONT ELEVATION SIDE ELEVATION
WOOD PLANKING AT FENCING9
BACKSTOP BOARDS8
BACKSTOP FENCING - 20' HEIGHT10 BACKSTOP LAYOUT - ISOMETRIC11
□
□
□
□
□
□
X
X
X
XX
X
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GT
GT
GT
GT
SS
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SD
SD
SD
SD
GT
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GT
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SD SD SD SD
46
8
45
7
46
0
46
0
45
8
45
9
45
8
45
9
NE 12TH ST
NE 10TH ST
HO
Q
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NE 11TH ST
NE 11TH CT
NE 10TH ST
NE 10TH STNE 10TH ST
HAZEN HIGH
SCHOOL
CO
CO
CO
CO
CO
L501
L502
SUBDRAINAGE NOTES
0'
SCALE:
N
200'100'50'25'
1"=50'-0"
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Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
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T
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A
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:
(
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22318.00
AM, AJ, IL
NH
09.27.24
RE
N
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SITE PLAN REVIEW
HA
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O
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I
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Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 26
ST A T E
SHI
N
L
A
N
D
S
C
A P
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
L500
OVERALL
SUBDRAINAGE
PLAN
□
XX
X
X
X
X X
X
X
XXX
X
X
T
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GT
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GT
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GT
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GT GT GT GT
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4
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7
46
0
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5
8
45
9
4
5
8
45
9
CO
SUBDRAINAGE LEGEND
CO
1 & 2
2 & 3
4
2 & 3
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
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&
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H
OF
C
O
L
L
A
B
O
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A
T
I
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N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
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T
H
M
A
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S
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22318.00
AM, AJ, IL
NH
09.27.24
RE
N
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SITE PLAN REVIEW
HA
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O
L
M
O
D
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R
N
I
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A
T
I
O
N
Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 26
ST A T E
SHI
N
L
A
N
D
S
C
A P
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
L501
SUBDRAINAGE
PLAN
X
X
X
E
E
E E E
E
E
E
E
E
E
E
E
E
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SD
SD
SD SD
SD SD SD SD SD SD SD
NE 10TH ST
NE 10TH ST
CO
CO
CO
CO
SUBDRAINAGE LEGEND
CO
1 & 2
2 & 3
4
2 & 3
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
AR
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B
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A
T
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N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
U
T
H
M
A
I
N
S
T
R
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E
T
,
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(
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22318.00
AM, AJ, IL
NH
09.27.24
RE
N
T
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S
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N
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N
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SITE PLAN REVIEW
HA
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S
C
H
O
O
L
M
O
D
E
R
N
I
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A
T
I
O
N
Revisions
#Date Description
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
Fora Landscape Architects
C H O L P H
G
A
N
.75
EX P 4
0 26
ST A T E
SHI
N
L
A
N
D
S
C
A P
NI
A S
A
N
O
3 ./1 7 /2
O F W A
G
T
O
N
E A R C H I T E CT
L502
SUBDRAINAGE
PLAN
Scale: 1"=1'-0"
SUB-DRAIN LATERAL TO COLLECTOR2 Scale: 1"=1'-0"
CLEAN OUTDScale: 1 1/2"=1'-0"
TIGHTLINE COLLECTOR PIPEC
Scale: 1 1/2"=1'-0"
PIPE TRENCHING SECTION1
DN
FE
xEA
xED
xE1 xE31xE15
xA1 xA16 xA38
xA38
xAJ
xAF
xAD
xAB
xAA
1
A201
SCIENCE
143 SCIENCE
138
RESEARCH ROOM
802A
STORAGE
802C
HEALTH
701A
WORK ROOM
701C
STORAGE
701B
STORAGE
701D
CONSTRUCTION
704
METAL & WOOD SHOPS
709
STORAGE
709A
LUMBER STORAGE
709B
SAWDUST
714
CUSTODIAL
711
WC(M)
712
CTE CLASSROOM
709C
STORAGE
709D
MAKER SPACE
709E
AEROSPACE/WELDING STUDIO
713
STORAGE
713A
?
?
ROBOTICS
713C
STORAGE
713D
CORRIDOR
700A
CORRIDOR
700B
2D ART / POTTERY STUDIO
702
ART WORKROOM
702A
ART SUPPLIES
702B
WC (ALL GENDER)
703
STORAGE
706
CLASSROOM
707
3D ART / METAL STUDIO
708
DIGITAL STUDIO
710
STORAGE
710A
STORAGE
707A
STORAGE
708A
STORAGE
708B
OFFICE
101B
OFFICE
101C
OFFICE
101D
MAIL
102A
SUPPLIES
102B
WC(M)
102C
WC(F)
102D
CONFERENCE
102F
RECORDS
102G
MDF
102H STUDENT WAITING
106
COUNSELOR
106M
OFFICE
106N
OFFICE
106L
COUNSELOR
106B
COUNSELOR
106J
OFFICE
106K
COT ROOM #1
106D HEALTH OFFICE
106C
ATTEND. DESK
106A
WC(F)
106F
WC(M)
106G
STORAGE
106I
NURSE
106H
CLASSROOM
110
OFFICE
111A
CLASSROOM
111
CLASSROOM
112
CLASSROOM
113
WC
115A
STORAGE
113A
OFFICE
114
CLASSROOM
115
CULINARY LAB
116
STORAGE
120
WC(F)
119
SHOWER
118
WORK ROOM
124A
WC
121A
ELEV. MACHINE
122
MECH
123
CLASSROOM
127
CLASSROOM
126
CLASSROOM
135
CLASSROOM
133
CLASSROOM
128
CLASSROOM
129
WC
130
CLASSROOM
125
CLASSROOM
109C
CLASSROOM
125C
WORK ROOM
109B
OFFICE
109A
BREAK ROOM
108
OPPORTUNITY CENTER
125A
OFFICE
107
OFFICE
105
CLASSROOM
104
CLASSROOM
103
ELEC
103A
STORAGE
103B
CULINARY CLASSROOM
117
CLASSROOM
131
STAIR
100F
NORTHWEST ENTRY
100G
CLASSROOM
132
SCIENCE
136
CONFERENCE
135B
CONFERENCE
135A
CONFERENCE
135C
CLASSROOM
139
CLASSROOM
140
CLASSROOM
142
HEALTH STUDIO
701
WC(M)
146
WC(F)
144CUSTODIAL
145
ELEC
142A
SCIENCE PREP
143B
SCIENCE
141
SCIENCE PREP
138B
ATTENDANCE
153
ASB OFFICE
152
SECURITY
151
CORRIDOR
100A
WC
118B
WC
118A
CLASSROOM
816
CLASSROOM
814
CLASSROOM
813
SMALL GROUP
815
CLASSROOM
812
WC(F)
811
WC(M)
810
CUSTODIAL
809
SCIENCE
802
SCIENCE PREP
802B
SCIENCE
803
CLASSROOM
804
BREAK ROOM
805A
ELEV. MACHINE
807
WC (STAFF)
806
WC (STAFF)
808
STORAGE
801A
ELEC
801
MAIN ENTRY
100
CORRIDOR
800C
CORRIDOR
800D
CORRIDOR
800A
LOWER COMMONS
150A
ELEC
150C
STAGE
317
LEFT WING
309
RIGHT WING
313
AUDITORIUM
306
SET STORAGE
314
SET SHOP
315
ELEC
315A
AUDIO VEST.
306D
STAGE ACCESS LIFT
306C
WC(M)
302
TICKET OFFICE
304A
WC(F)
303
CUSTODIAL
300C
TICKET OFFICE
300A
ELEV. MACHINE
300BSTORAGE
305A
AUDITORIUM ENTRY
306A
STAIR
305
STAGE ACCESS
306B
ENTRY LOBBY
300
AUDITORIUM LOBBY
301
DRESSING ROOM (M)
310
WC & SHOWER (M)
310A
WC & SHOWER (F)
311A
DRESSING ROOM (F)
311
MAIN OFFICE
101
ATTENDANCE
150
POOL
607
GYMNASIUM
506
STUDENT ACTIVITIES
500
LOCKER ROOM HALLWAY (F)
510J
CLASSROOM
509
STAIR
500C
WC(M)
507
STORAGE
507A
STORAGE
510A
LOCKER ROOM HALLWAY (M)
504B
STORAGE
504L
CUSTODIAL
503
STORAGE
504A
STORAGE
506A
STAIR
500B
STORAGE
501
WC(M)
504C
CORRIDOR
500A
WC(F)
502
STORAGE
509A
WC(F)
510B
LOCKER ROOM (F)
510
LOCKER ROOM (GENDER NEUTRAL)
510D
SHOWER (F)
510H
TEAM ROOM
510E
PE OFFICE
510C
WC(F)
510F
WC(F)
510G
LOCKER ROOM HALLWAY (F)
510K
ATHLETICS OFFICE (M)
606
ATHLETICS OFFICE
608SHOWER
606A
SHOWER
609A
ATHLETICS OFFICE (F)
609
STORAGE
611
LOCKER ROOM (M)
603
WC(M)
603A
POOL RECEPTION
602A
POOL OFFICE
602
LOCKER ROOM (F)
601
WC(F)
601A
CORRIDOR
600B
STAIR
605
LOCKER ROOM (M)
504
STORAGE
504D
STORAGE
504JPE OFFICE
504F
WC(M)
504H
OFFICE
504G
STORAGE
620A
LOCKER ROOM HALLWAY (M)
504M
IDF
620B
ENTRY FOYER
232P
PHYSICAL THERAPY
620STORAGE
619A
STORAGE
619B
STORAGE
619I
STORAGE
619H
COACH'S OFFICE
619E
DRESSING ROOM
619F
WC(M)
619G
WC(M)
619D
LOCKER ROOM (VARSITY)
619
WC(M)
616STORAGE
614
STORAGE
613
POOL STORAGE
607A
CUSTODIAL
612
WC(F)
610
STORAGE
615
OFFICE
617
ATHLETICS OFFICE (M)
618
SHOWER
617A
SHOWER
504I
SHOWER (M)
504K
ENTRY
800B
ELEVATOR
405C
OFFICE
101A
HALLWAY
101E
HALLWAY
102
ELEVATOR
850C
CAFETERIA
401
SCULLERY
404H
DRY STORAGE
404G
WC
404F
DRESSING ROOM
404E
CUSTODIAL
404B
KITCHEN OFFICE
404A
MAINTENANCE
405A
KITCHEN
404
BEHAVIORAL INTERVENTION
405
STORAGE
406
CORRIDOR
400A
STORAGE
406A
RECYCLING
406B
DRESSING ROOM
407B
MAINT OFFICE
407C
CUST. DINING
407A
MAINTENANCE
407
MAIN BOILER ROOM
312
CORRIDOR
308A
STAIR
100D
STORAGE
100M
MECH
131A
UPPER COMMONS
150B
STORAGE
150D
ENTRY LOBBY
304
STAIR
304B
MECH
316
COMMONS
858
VESTIBULE
411
CTE
150F
CORRIDOR
100J
CORRIDOR
100L
OFFICE
403A
WORK/STOR
402D
PRACTICE
402C
PRACTICE
402H
SHARED
402B
PRACTICE
402E
PRACTICE
402F
PRACTICE
402G
INSTRUMENT STORAGE
402A
BAND ROOM
402CHORAL ROOM
403
WORK ROOM
805 B
STUDENT STORE
150E
2
A201
xF9xF1
xFA
xBG
xBF
xB2xB1
xB3 xB7
xBD
xBC
xBB
xBA
xCB
xCC
xCD
xC1 xC2 xC3
xCA
xDA
xDB
xDC
xDD
xD1xD2 xD4 xD5
STAIR
106S
3
A201
3
A201
SECURE VESTIBULE ADDITION
SCIENCE ROOM MODERNIZATION
EXTENT OF PROPOSED
ACCENT PANELS ADDED
TO EXISTING FACADE
EXTENT OF PROPOSED
ACCENT PANELS ADDED
TO EXISTING FACADE
4
A201
WALL INSTALLATION, TYP.
EXISTING WALL, TYP.
B
C
E
H
G
AD
F
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
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(
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6
2
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3
1
3
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22318.00
Author
Checker
A101
09.27.24
FLOOR PLAN -
LEVEL 1 OVERALL
RE
N
T
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N
S
C
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O
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0
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9
SITE PLAN REVIEW
HA
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N
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I
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SCALE:1/32" = 1'-0"
FLOOR PLAN - LEVEL 1 OVERALL
Revisions
# Date Description
AR
C
H
I
T
E
C
T
U
R
E
I
N
T
E
G
R
U
S
&
Y
G
H
O
F
C
O
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L
A
B
O
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A
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N
A
DW
DW
xEB
xEC
xEA
xED
xE1
xE1
xE31
xE31
xA1
xA1
xA12
xA12
xA27
xA27
xA38
xA38
xAJ xAJ
xAG
xAC
xAA
1
A201
SCIENCE PREP
237B
CHEM STORAGE
237A
1,550 SF
SCIENCE
234
332 SF
SCIENCE PREP
230B
CLASSROOM
201
CLASSROOM
203
CLASSROOM
204
CLASSROOM
207 CLASSROOM
208
CLASSROOM
205
CLASSROOM
206
CUSTODIAL
202
WC(F)
245
STAFF LOUNGE
208A
WC(M)
241
CLASSROOM
243
CLASSROOM
244
CAFE/ ENTRY
210
LIBRARIAN'S OFFICE
225A
CONFERENCE
225B
CLASSROOM
211
STAIR
200B
CLASSROOM
213
SMALL GROUP
213B
CLASSROOM
214
CLASSROOM
215
SMALL GROUP
215B
CLASSROOM
216
CLASSROOM
217
SMALL GROUP
217B CLASSROOM
218
STAIR
200D
WC (ALL GENDER)
219
CUSTODIAL
220
IDF
220A
STAIR
223
STORAGE
222
ELEVATOR
405C
STORAGE
221
LIBRARY
225
CLASSROOM
233
CLASSROOM
231
CUSTODIAL
240
CLASSROOM
238
CLASSROOM
236
CLASSROOM
235
OFFICE
236A
STORAGE
231A
IDF
231C
LARGE GROUP INSTRUCTION
226
ACTIVITY ROOM
226B
STAFF
227A
STAFF
227B
VESTIBULE
227C
STAIR
232FSTORAGE
229
1,540 SF
SCIENCE
230
CLASSROOM
239
GREEN ROOM
237C
PREP
239B
OFFICE
239C
CLASSROOM
212
STORAGE
212A
TECH SUPPORT
209
CLASSROOM
852
CLASSROOM
853
CLASSROOM
854
CLASSROOM
855
SMALL GROUP
856
CLASSROOM
857
CUSTODIAL
851
CORRIDOR
850A
(E) CORRIDOR
200C
CORRIDOR
200A
CORRIDOR
200E
NORTH BALCONY
305B
STAIR
305D
CATWALK ACCESS
305E
MEZZANINE
320
CATWALK
319
STAIR
232II
SOUTH BALCONY
304C
AUDITORIUM ENTRY
304D
NORTH VESTIBULE
305C
CONTROL ROOM
318
UPPER GYM ACCESS
508B
STORAGE
508A
NORTH UPPER GYM
505A
STORAGE
505B
MECH
604B FOYER
604E
STAIR
600C
STORAGE
604D STORAGE
604C
POOL MEZZANINE
604
MECH
604A
SOUTH UPPER GYM
508
NORTH UPPER GYM
505
MULTI-PURPOSE ROOM
621
FOYER
621B
EQUIP STORAGE
621A
CORRIDOR
621E
STORAGE
621D
STORAGE
621C
MECH
621F
POOL
607
GYMNASIUM
506
CORRIDOR
850B
OPEN TO BELOW
1,681 SF
SCIENCE
232
331 SF
SCIENCE PREP
232B
MAKER SPACE
211A
STAFF LOUNGE
228A
FLEX
200G
2
A201
xF9xF1xFAxFA
xBG
xBF
xBE
xB2
xB2
xB1
xB1 xB3
xBD
xBC
xBA
xCB
xCC
xCD
xC1 xC1.8 xC2.2 xC2.8
xCA
xDA xDA
xDB xDB
xDC xDC
xDD
xD1xD2 xD3 xD4 xD5
COMMONS
200H
3
A201
3
A201
SECURE VESTIBULE ADDITION
SCIENCE ROOM
MODERNIZATION
4
A201
WALL INSTALLATION, TYP.
EXISTING WALL, TYP.
B
C
E
H
G
AD
F
AR
C
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&
Y
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H
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F
C
O
L
L
A
B
O
R
A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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0
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2
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1
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7
F
A
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:
(
2
0
6
)
6
2
8
-
3
1
3
8
22318.00
Author
Checker
A102
09.27.24
FLOOR PLAN -
LEVEL 2 OVERALL
RE
N
T
O
N
S
C
H
O
O
L
D
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S
T
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I
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11
0
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A
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E
N
E
RE
N
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O
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,
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A
9
8
0
5
9
SITE PLAN REVIEW
HA
Z
E
N
H
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G
H
S
C
H
O
O
L
M
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E
R
N
I
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A
T
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SCALE:1/32" = 1'-0"
FLOOR PLAN - LEVEL 2 OVERALL
Revisions
# Date Description
1
A201 2
A201
3
A201
3
A201
SECURE VESTIBULE ADDITION
ROOFTOP SCREENING
ROOFTOP MECHANICAL
UNITS
EXISTING PENTHOUSES
ROOFTOP MECHANICAL
UNIT, SCREENED BY
BUILDING MODULATION TYP.
EXISTING ROOFTOP
MECHANICAL UNIT, TYP.
POTENTIAL PHOTOVOLTAIC
ARRAY, TYP
EXISTING
PHOTOVOLTAIC
ARRAY, TYP
4
A201
B
C
E
HG
AD
F
AR
C
H
I
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E
C
T
U
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IN
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&
Y
G
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F
C
O
L
L
A
B
O
R
A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
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S
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9
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4
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(
2
0
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2
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3
1
3
7
F
A
X
:
(
2
0
6
)
6
2
8
-
3
1
3
8
22318.00
DW
Checker
A103
09.27.24
ROOF PLAN -
OVERALL
RE
N
T
O
N
S
C
H
O
O
L
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11
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1
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A
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A
V
E
N
E
R
E
N
T
O
N
,
W
A
9
8
0
5
9
SITE PLAN REVIEW
HA
Z
E
N
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SCALE: 1/32" = 1'-0"
ROOF PLAN - OVERALL
Revisions
#Date Description
Level 1100'-0"
Level 2113'-8"
Roof
125'-8"
xA1 xA16xF9
3'-8"
EXTERIOR ACCENT PANEL, TYP
(E) MAX PLATE HEIGHT138'-0"
SCHOOL NAME SIGNSECURE ENTRY
VESTIBULE ADDITION
EXISTING BUILDINGEXISTING BUILDING
Level 1100'-0"
Level 2
113'-8"
Roof125'-8"
xA16 xA38
EXTERIOR ACCENT PANEL, TYP.
(E) MAX PLATE HEIGHT138'-0"
3
A201
ROOFTOP MECHANICAL UNIT SCREEN
4
A201
EXISTING BUILDING
Level 1100'-0"
Level 2113'-8"
Roof125'-8"
xEB xECxEA xED xAJxAFxAExADxACxABxAA
(E) MAX PLATE HEIGHT138'-0"(E) PENTHOUSE BEYOND
MECHANICAL EQUIPMENT
EQUIPMENT SCREEN
108'-3"
MECHANICAL EQUIPMENT
BEYOND, SCREENED BY
BUILDING MODULATIONMECHANICAL EQUIPMENT
BEYOND, SCREENED BY
BUILDING MODULATION
MECHANICAL EQUIPMENT,
SCREENED BY BUILDING
MODULATION
PARKING AREA (E) BUS AND
VEHICULAR
DROP OFF
PROPERTY LINE
(E) PENTHOUSE BEYOND
MECHANICAL EQUIPMENT
EQUIPMENT SCREEN
MECHANICAL EQUIPMENT
BEYOND, SCREENED BY
BUILDING MODULATION
(E) BUILDING
PROPERTY LINE
HOQUIAM AVE NE
SIGHT LINE
SIGHT LINE
AR
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IN
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&
Y
G
H
O
F
C
O
L
L
A
B
O
R
A
T
I
O
N
A
Job No.:
Drawn By:
Checked by:
Date:
1
1
7
S
O
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T
H
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A
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N
S
T
R
E
E
T
,
S
U
I
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1
0
0
,
S
E
A
T
T
L
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A
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9
8
1
0
4
T
E
L
E
P
H
O
N
E
:
(
2
0
6
)
6
2
8
-
3
1
3
7
F
A
X
:
(
2
0
6
)
6
2
8
-
3
1
3
8
22318.00
Author
Checker
A201
09.27.24
EXTERIOR
ELEVATIONS
RE
N
T
O
N
S
C
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O
O
L
D
I
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T
R
I
C
T
11
0
1
H
O
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A
M
A
V
E
N
E
R
E
N
T
O
N
,
W
A
9
8
0
5
9
SITE PLAN REVIEW
HA
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E
N
H
I
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H
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C
H
O
O
L
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O
D
E
R
N
I
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A
T
I
O
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SCALE: 1/8" = 1'-0"1 ELEVATION
Revisions
#Date Description
SCALE: 1/8" = 1'-0"2 ELEVATION
SCALE: 1" = 10'-0"3 SECTION - SCREENING
SCALE: 1" = 10'-0"4 LAND USE DIAGRAM