20-102338-Civil Plan-06-19-2020-V1SITE AREA
P R O J E C T I N F O R M A T I O N
OFF-STREET PARKING STALLS
BUILDING AREA
PARCEL 1
ACRES 12.02 ACRES
SQUARE FOOTAGE 524,026 SQ FT
SITE DEVELOPMENT (ON-SITE)
ACRES 7.63 ACRES
SQUARE FOOTAGE 332,627 SQ FT
HEADQUARTERS ADMINISTRATION BUILDING B1
FIRST FLOOR 22,214 SQ FT
SECOND FLOOR 19,390 SQ FT
TOTAL 41,604 SQ FT
VEHICLE STORAGE BUILDING B2
SINGLE-STORY 19,428 SQ FT
COVERED VEHICLE PARKING BUILDING B3
SINGLE-STORY 2,662 SQ FT
WATERSHOP BUILDING B4
FIRST FLOOR 15,000 SQ FT
SECOND FLOOR + MEZZANINE 5,980 SQ FT
TOTAL 20,980 SQ FT
PARKING STALLS PROVIDED:
STANDARD STALL 137 STALLS
STANDARD STALL (ELECTRIC CHARGING STATION STALLS) 2 STALLS
STANDARD STALL (FUTURE CHARGING STATION) 2 STALLS
ADA STANDARD STALL 4 STALLS
ADA VAN STALL 1 STALLS
COMPACT STALL 0 STALLS
TOTAL 146 STALLS
NORTH PARKING LOT (E)
STANDARD STALLS 18 STALLS
STRUCTURES AREA
GENERATOR ENCLOSURE STRUCTURE S1 1,012 SQ FT
DUMPSTER ENCLOSURE STRUCTURE S2 378 SQ FT
CONSTRUCTION PHASING
PHASES 3 PHASES
REFER TO CONSTRUCTION PHASING EXHIBITS
CITY OF FEDERAL WAY MUNICIPAL CODE
TITLE 19 ZONING AND DEVELOPMENT CODE
0721049017PARCEL NUMBER
ZONING
GOVERNING CODE
LAND USE
Z O N I N G I N F O R M A T I O N
CHAPTER 19.200 RS-9.6 SINGLE-FAMILY RESIDENTIAL
CHAPTER 19.200
PERMIT USES PUBLIC UTILITY
NORTH
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
REVISION
C.O.S. = center of structure
F.O.S. = face of structure
(E) = existing
WALL SECTION
GRID LINE DESIGNATION
BUILDING SECTION
DETAIL
REVISION
MATCHLINE
NORTH ARROW
01
A
ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION
MATCHLINE
6B
A300
10B
A400
10B
A500
3B
A700
1
A601
3A
10A 5A
7A
01
A
F.O.S.
C.O.S.F.O.S.C.O.S.F.O.S.
C.O.S.F.O.S.C.O.S.G E N E R A L N O T E S
1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE
CODE OR ORDINANCE CONFLICT WITH EACH OTHER; THE MORE RESTRICTIVE CODE SHALL GOVERN.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE OWNER
AND ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM
DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS.
4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE
SITE DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS
PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.
6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED
TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT
SPECIFICALLY DETAILED; SUBMIT A SUGGESTED DETAIL FOR GUIDANCE AND APPROVAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK
AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY BASES AND
STRUCTURAL SUPPORT FOR PIPES, CONDUITS AND EQUIPMENT.
9. DIMENSIONS ON PLANS ARE TO FACE OF FOUNDATION, FACE OF CONCRETE, FACE OF MASONRY,
FACE OF CURB, CENTER LINE OF STRIPPING, EDGE OF PAVEMENT, CENTERLINE OF ROADWAYS, EDGE OF
ROADWAYS; UNLESS OTHERWISE NOTED.
10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING,
HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT TESTING
LAB FOR ALL CODE REQUIRED TESTING.
11. REPAIR OR REPLACE EXISTING SITE CONDITIONS TO MATCH EXISTING ADJACENT SITE AREAS WHEN
DAMAGED DURING COURSE OF CONSTRUCTION.
12. DEMOLISH ALL EXISTING SITE COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING
UTILITIES BELOW GRADE.
S U P P L E M E N T A L D R A W I N G S
WETLAND EXHIBITS ISSUED IN SEPARATE SUPPLEMENTAL
DRAWING PACKAGE.
WETLAND EXHIBITS
CONSTRUCTION PHASING EXHIBITS ISSUED IN SEPARATE
SUPPLEMENTAL DRAWING PACKAGE.
CONSTRUCTION PHASING EXHIBITS
SITE FIXTURES, FURNITURE AND EQUIPMENT (FFE) DRAWINGS
WILL BE ISSUED IN SEPARATE SUPPLEMENTAL DRAWING
PACKAGE DURING DD PHASE.
SITE FIXTURES, FURNITURE AND EQUIPMENT (FFE) DRAWINGS
SITE SIGNAGE DRAWINGS WILL BE ISSUED IN SEPARATE
SUPPLEMENTAL DRAWING PACKAGE DURING DD PHASE.
SITE SIGNAGE DRAWINGS
SECURITY SYSTEM DRAWINGS WILL BE ISSUED BY OWNER IN
SEPARATE SUPPLEMENTAL DRAWING PACKAGE DURING CD
PHASE.
SECURITY SYSTEM DRAWINGS
PUBLIC ANNOUNCEMENT (PA) SYSTEM DRAWINGS WILL BE
ISSUED BY OWNER IN SEPARATE SUPPLEMENTAL DRAWING
PACKAGE DURING CD PHASE.
PUBLIC ANNOUNCEMENT (PA) SYSTEM DRAWINGS
R E P O R T S A N D S U R V E Y
1. A COPY OF THE GEOTECHNICAL REPORT; BY GEOENGINEERS INC, DATED JUNE 09, 2020 HAS BEEN ISSUED
UNDER A SEPARATE DOCUMENT. THIS REPORT IDENTIFIES SUBSURFACE CONDITIONS AND GUIDELINES FOR:
EARTHWORK AND SITE DEVELOPMENT, FILL MATERIALS, FILL PLACEMENT AND COMPACTION, EXCAVATION,
SURFACE AND SUBSURFACE DRAINAGE, UTILITY TRENCH BACKFILL, CONCRETE PAVEMENT AND ASPHALTIC
CONCRETE PAVEMENT RECOMMENDATIONS, SHALLOW FOUNDATION SUPPORT, FOUNDATION FOOTING DRAINS,
FLOOR SLAB DESIGN AND SEISMIC DESIGN CONSIDERATIONS.
2. A COPY OF TOPOGRAPHIC SURVEY; BY AHBL, DATED AUGUST 30, 2018 IS INCLUDED WITH CIVIL DRAWINGS.
3. A COPY OF THE WETLAND REPORT; BY SOUNDVIEW CONSULTANTS LLC, DATED JUNE 05, 2020 HAS BEEN
ISSUED UNDER A SEPARATE DOCUMENT.
4. TACOMA SMELTER PLUME (TSP) SOIL SAMPLING REPORT; BY GEOENGINEERS INC, DATED JUNE 12, 2020
HAS BEEN ISSUED UNDER A SEPARATE DOCUMENT.
5. HAZARDOUS BUILDING MATERIALS SURVEY LAKEHAVEN ADMINISTRATION BUILDING; BY MED-TOX NORTHWEST,
DATED FEBRUARY 2020 HAS BEEN ISSUED UNDER A SEPARATE DOCUMENT.
6. HAZARDOUS BUILDING MATERIALS SURVEY LAKEHAVEN CENTER BUILDING; BY MED-TOX NORTHWEST,
DATED FEBRUARY 2020 HAS BEEN ISSUED UNDER A SEPARATE DOCUMENT.
IBC SECTION 602
BUILDING B1 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
BUILDING B2 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
BUILDING B3 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
BUILDING B4 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
STRUCTURE S1 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
STRUCTURE S2 IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
CONSTRUCTION TYPE
C O D E I N F O R M A T I O N
GOVERNING CODE
OCCUPANCY CLASSIFICATION
2018 INTERNATIONAL BUILDING CODE (IBC)
WASHINGTON STATE AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
WASHINGTON STATE AMENDMENTS
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 UNIFORM PLUMBING CODE (UPC)
IBC CHAPTER 3
BUILDING B1 B BUSINESS (PRIMARY USE)
A-3 ASSEMBLY (ACCESSORY USE)
BUILDING B2 S-2 STORAGE (LOW-HAZARD)
BUILDING B3 S-2 STORAGE (LOW-HAZARD)
BUILDING B4 S-2 STORAGE (LOW-HAZARD)
B BUSINESS
STRUCTURE S1 U UTILITY
STRUCTURE S2 U UTILITY
S H E E T I N D E X
GENERAL DRAWINGS
CIVIL DRAWINGS
SURVEY DRAWINGS
DEMOLITION DRAWINGS
G001 COVERSHEET
G002 SITE PLAN
G003 SITE PLAN (SURVEY OVERLAY)
SV002 TOPOGRAPHIC SURVEY
D002 DEMOLITION SITE PLAN
CIVIL ENGINEERGEOTECHNICAL ENGINEER SURVEYOR
N.T.S.NORTH NORTH
S Y M B O L S
V I C I N I T Y M A PA R E A M A P
PROJECT LOCATION AREA OF WORK
N.T.S.
GEOENGINEERS INC
1101 FAWCETT AVENUE, SUITE 200
TACOMA, WASHINGTON 98402
CONTACT: DENNIS THOMPSON
PHONE: 253.722.2446
DTHOMPSON@GEOENGINEERS.COM
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
PHONE: (253) 922-9037
CONTACTS:
JEFF BLACHOWSKI
PROJECT MANAGER
EUN BACKSTROM
PROJECT ARCHITECT
ARCHITECT
LAKEHAVEN WATER & SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
CONTACTS:
KEN MILLER
PHONE: (253)946-5405
MOLLY DU
PHONE: (253) 946-5400
OWNER
LYDIG CONSTRUCTION
3180 139TH AVE SE
SUITE 110
BELLEVUE, WA 98005
CONTACTS:
GLYN SLATTERY
PHONE: (425) 885-3314
TIM CASAD
PHONE: (425) 885-3314
GENERAL CONTRACTOR
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: WILLIAM FIERST
PHONE: 253.383.2422
WFIERST@AHBL.COM
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: JOHN BECKER
PHONE: 253.383.2422
JBECKER@AHBL.COM
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
Ó HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from
Helix Design Group
DRAWING NO.PLOTTED:FILE PATH:6/13/2020 8:07:46 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_SITE_EunB.rvt06.15.20 a18-069
G001
COVER SHEET
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
SCHEMATIC DESIGN
LAKEHAVEN WATER & SEWER DISTRICT
MAIN CAMPUS
31627 - 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
SITE DEVELOPMENT
PROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
ELECTRICAL DRAWINGS
ARCHITECTURAL DRAWINGS
A801 GENERATOR ENCLOSURE S1
A802 GENERATOR ENCLOSURE S1
A803 DUMPSTER ENCLOSURE S2
A804 DUMPSTER ENCLOSURE S2
LANDSCAPE ARCHITECT
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: SARAH SINGLETON
PHONE: 206.658.2663
SSINGLETON@AHBL.COM
WETLAND CONSULTANT
SOUNDVIEW CONSULTANTS LLC
2907 HARBORVIEW DRIVE, SUITE D
GIG HARBOR, WASHINGTON 98335
CONTACT: MATT DECARO
PHONE: 253.514.8952
MATT@SOUNDVIEWCONSULTANTS.COM
ELECTRICAL ENGINEER
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: ERIC ROBERTS
PHONE: 253.383.3257
ERICR@HULTZBHU.COM
LANDSCAPE DRAWINGS
E001 ABBREVIATIONS, LEGEND
E002 ELECTRICAL SITE LIGHTING PLAN
E003 ELECTRICAL SITE PHOTOMETRIC
E004 ELECTRICAL SITE POWER PLAN
E700 ELECTRICAL DETAILS
SL001 STREET LIGHTING PLAN
SL002 STREET LIGHTING DETAILS
SL003 STREET LIGHTING DETAILS
VEHICLE MOVEMENT EXHIBITS
L000 TREE RETENTION PLAN
L001 TREE RETENTION PLAN
L100 PLANTING PLAN
L101 PLANTING PLAN AND SCHEDULE
L102 LANDSCAPE DETAILS
L200 IRRIGATION PLAN
L201 IRRIGATION PLAN
C100 COVER SHEET
C200 GRADING AND DRAINAGE PLAN - WEST
C201 GRADING AND DRAINAGE PLAN - EAST
C202 GRADING SECTIONS
C300 HORIZONTAL CONTROL AND SURFACING PLAN
C400 UTILITY PLAN
C500 NOTES AND DETAILS
C501 NOTES AND DETAILS
C502 NOTES AND DETAILS
C503 NOTES AND DETAILS
VT100 22 FT DUMP TRUCK AND TRAILER
VT101 26 FT SERVICE TRUCK AND TRAILER
VT102 28 FT SERVICE TRUCK
VT103 38 FT VAC CLEANER TRUCK
VT104 TRACTOR AND 45 FT TRAILER
VT105 FIRE TRUCK
VT106 DRILL RIG
HAZARDOUS MATERIALS CONSULTANT
MED-TOX NORTHWEST
P.O. BOX 1446
AUBURN, WASHINGTON 98071
CONTACT: KIMBERLY RICHE
PHONE: 253.351.0677
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
EXISTING
FIRE STATION
BUILDING
EXISTING WATERSHOP
BUILDING B4
2nd AVENUE SOUTHWEST
1st AVENUE SOUTH
PARCEL 1
0721049017
524,026 SF
12.02 ACRES
PARCEL 2
0721049014
407,721 SF
9.36 ACRES
PARCEL 3
0721049010
86,934 SF
2.0 ACRES
ZONING CODE INFORMATION:
ZONING DESIGNATION: RS9.6 SINGLE-FAMILY RESIDENTIAL
CHAPTER 19.200
PERMITTED USE: PUBLIC UTILITY
SETBACKS:
FRONT YARD 20 FT
SIDE YARD 20 FT
REAR YARD 20 FT
LOT COVERAGE: 75% MAXIMUM
HEIGHT OF STRUCTURE: 30 FT MAXIMUM *
* HEIGHT ABOVE AVERAGE BUILDING ELEVATION
REQUIRED PARKING STALLS: DETERMINED BY CITY.
REFER TO PARKING ASSESSMENT DOCUMENT.
OFF-STREET PARKING STALLS PROVIDED:
TOTAL STALLS 146 STALLS
STANDARD STALLS 137 STALLS
ELECTRIC CHARGING STATION STALLS 2 STALLS (ECS)
FUTURE ELECTRIC CHARGING STATION STALLS 2 STALLS (FECS)
ADA CAR STALLS 4 STALLS
ADA VAN STALLS 1 STALL
NORTH PARKING LOT (E)
STANDARD STALLS 18 STALLS (E)
(E) = EXISTING TO REMAIN
(F) = FUTURE
405.67'618.44'658.33'
658.36'
84.58'99.09'10.76'150.78'97.62'253.60'199.02'
253.55'659.26'98.80'250'x60'
20' SETBACK LINE
20' SETBACK LINEWELL (E)
#34
WELL (E)
#33
218'x90'
VEHICLE STORAGE
BUILDING B2
OASIS AREA
STORM DETENTION (E)
WETLAND (E)
CATEGORY IV
INGRESS AND EGRESS EASEMENT (E)WATERLINE EASEMENT (E)36'-0"
(FUTURE WELLS)
PARKING LOT (E)
PARKING LOT (E)
GATE (G3)
GATE (G1)
STORM DETENTION (E)
SECURITY FENCE
(TYPE 1)
10
8
5
PROJECT INFORMATION:
SITE ADDRESS: 31627 1st AVENUE SOUTH
PARCEL NUMBER: 0721049017
PARKING STALLS (E)
PARKING STALLS (E)269.67'PARKING STALLS (E)PARKING STALLS
9
DUMPSTER ENCLOSURE (S2)
(18'x21')
GENERATOR ENCLOSURE (S1) (46'x22')
750 KW GENERATOR (32'x9') WITH
4,200 GALLON SUBBASE FUEL TANK
14
18
9'x18'
WETLAND BUFFER
4
8
GATE (G2)
ADA
VAN
6
12'-0"12'-0"12'-0"
10
8
6
8
5
MAIN ENTRY PLAZA
1,530 SF
HEADQUARTERS ADMINISTRATION
BUILDING B1
9'x20'
LANDSCAPING
(TYP)
MONUMENT
SIGN
ADA
FILTRATION EQUIPMENT (E)
WELL (E)
LANDSCAPING
(WATER FEATURE)
SECURITY FENCE
(TYPE 2)
SECURITY FENCE AND GATE
(TYPE 2)
262.5'x90'PUBLIC ROAD (E)37'-6"5'-0"37'-6"20'-0"50'-0"50'-0"ABBREVIATIONS:
(D) - DEMOLITION
(R) - RELOCATE
(E) - EXISTING TO REMAIN
(S) - SALVAGE
20' SETBACK LINE
CELL
TOWER (E)24' DRIVELANECONCRETE CURB
(TYP)
20'-0"
12'-0"20'-0"2'-0"21'-0"
121'x22'
BUILDING B3
9'x18'
9'x18'
RETAINING WALL
BIORETENTION SWALE 12'-0"12'-0"18'-0"18'-0"ADA
9'x18'
9'x18'
DRIVELANE
ADA
ECS
9'x18'
OFF-STREET PARKING REQUIREMENTS:
STANDARD STALLS:9'-0" x 18'-0" / 9'-0" x 20'-0"
ADA CAR STALLS:9'-0" x 18'-0"
ADA VAN STALLS:11'-0" x 18'-0"
ELECTRIC CHARGING STATION (ECS) STALLS: 9'-0" x 18'-0"
COMPACT STALLS:8'-0" x 16'-0"
COMPACT STALLS:25% MAXIMUM
9'x18'
6' WIDE CONCRETE SIDEWALKS
(TYP)
ASPHALT PAVING
(TYP)
9'x18'
89'x18'
3
3
9'x18'
ADA
4
LANDSCAPING
FLAG POLES
ECSFIRELANEPUBLIC PARKING
FIRELANE
6' WIDE CONCRETE SIDEWALK
(TYP)
FECS FECS
FLAGPOLE (R)
24' DRIVELANE
FP
LANDSCAPE
AREAFIRELANE
LANDSCAPE ISLAND
ASPHALT PAVING
G
OFF-SITE FRONTAGE IMPROVEMENTS:
1ST AVENUE SOUTH 406 LF
HALF STREET IMPROVEMENTS (CROSS SECTION TYPE G)
OFF-SITE BLOCK EXTENSION IMPROVEMENTS:
SW 316 STREET 300 LF
FULL STREET IMPROVEMENTS (PRIVATE ROAD)
20' WIDE ROADWAY WITH CURB AND GUTTER. 5' WIDE SIDEWALK ONE-SIDE.
OFF-SITE FRONTAGE IMPROVEMENTS
(CROSS SECTION TYPE G)
HALF-STREET (HATCHED AREA)
R.O.W. DEDICATION LINE
50'-0"20' PRIVATE ROAD
(SW 316th STREET)
EXISTING
MAINTENANCE
BUILDING
TREE PROTECTION AREA
(HATCHED)
WETLAND BUFFER SW 316th STREETW.P.
18'-0"12'-0"20'-0"LANDSCAPE AREA [1]
(TYPE 1)
LANDSCAPING:
GENERAL NOTES:
PARKING LOT LANDSCAPING: TYPE IV (OPEN AREA). FWRC 19.125.050
FOOTNOTES:
[1] LANDSCAPE AREA (TYPE 1): SOLID SCREEN. MINIMUM 10'-0" WIDE. FWRC 19.125.050.
20'-0" WIDE LANDSCAPE AREA PROVIDED AS SHOWN ON SITE PLAN.
EMPLOYEE PLAZA
800 SF
LANDSCAPING
5
DRIVELANE
BIKE RACKS
37'-6"5' SETBACK LINE
BIORETENTION SWALE
BIKE RACKBENCH
BENCHES
ASPHALT PAVING
FIRELANE
12'-0"VEHICLE STAGING AREA
FIRELANE
VEHICLE STAGING AREA
12'-0"12'-0"VEHICLE STAGING AREA
FIRELANE
12'-0"VEHICLE STAGING AREA
5' WIDE CONCRETE SIDEWALK
11'-0"24'-0"FIRELANE12'-0"12'-0"
10'-0"10'-0"5'-0"
6' CHAIN LINK FENCE (E)
KIOSK (E)
GARDEN (E)6' CHAIN LINK FENCE (E)
10'-0"
PROJECT LIMITS
WELL (E)
#32
6' CHAIN LINK FENCE (E)
FRENCH LAKE OFF-LEASH DOG PARK (E)
CONCRETE SIDEWALK (E)
CONCRETE SIDEWALK (E)
LAWN
6' CHAIN LINK FENCE
LANDSCAPING (E)44'-0"6' WIDE CONCRETE SIDEWALK
FIRELANE8'-0"9'x20'
LANDSCAPING
F.H. (E)
F.H.
F.H.
F.H.F.H.
F.H.
F.H.
F.H.
F.H.
59'x20'
8
9'x18'
9
9'x18'
LAWN (E)
LANDSCAPE RESTORATION AREA
LAWN (E)LANDSCAPING (E)CONCRETE PLAZA (E)12'-0"37'-6"40'-0"LANDSCAPING
12'-0"EXISTING TREES TO REMAIN
6'-0"4'-0"5'-0"20'-0"10'-0"32'-0"ASPHALT PAVING12'-0"68'-0"12'-0"11'-0"11'-0"5'-0"8' WIDE CONCRETE SIDEWALK
6' WIDE LANDSCAPE PLANTER
RETAINING WALL ASSEMBLY
AND 48" HT FENCE
FUTURE VEHICLE LANE
VEHICLE LANE
5' WIDE BIKE LANE3'-0"12'-0"28'-0"12'-0"6'-6"
36'-0"57'-0"12'-0"52'-0"VRF UNITVRF UNIT
CUSTOMER DROP-OFF BOX
ONE-WAY VEHICLE DIRECTION
(DIRECTIONAL SYMBOL)
COVERED STORAGE AREA
CENTER TURN LANE
MONITORING WELL (E)
(10' SETBACK)
SITE ENTRANCE (E)
SITE ENTRANCE (E)
EDGE OF PAVEMENT (E)
CONCRETE SIDEWALK (E)
PAVEMENT MARKINGS (E)EDGE OF PAVEMENT (E)
CENTER TURN LANE (E)10'-0"PAVEMENT MARKINGS
W.P.
W.P.
PROJECT LIMITS
LANDSCAPE AREA [1]
(TYPE 1)
6' WIDE CONCRETE PAVING
@ PEDESTRIAN PATHWAY
(TYP)
SECURITY FENCE TYPES:
TYPE 1: 6' HT VINYL COATED CHAIN LINK FENCE SYSTEM AND MANUAL
SWINGING PERSONNEL LOCKING ACCESS GATES. PROVIDE VINYL
PRIVACY SLATS AT CHAIN LINK FENCING. COLOR: DARK BRONZE.
TYPE 2: 6' HT COMMERCIAL HEAVY-DUTY STEEL ARCHITECTURAL STYLE
FENCE SYSTEM AND MANUAL SWINGING PERSONNEL LOCKING
ACCESS GATES. POWDER-COATED FINISH. COLOR: DARK BRONZE.
SECURITY GATES (G1) (G2) AND (G3):
6' HT POWER OPERATED SLIDING SECURITY GATE. COMMERCIAL HEAVY-DUTY
STEEL ARCHITECTURAL STYLE MATCHING SECURITY FENCE TYPE 2. CARD
KEY ACCESS CONTROL SYSTEM AND PEDESTALS. POWDER-COATED FINISH.
COLOR: DARK BRONZE.
SIDEWALKS, STAIRS, RAMPS AND PLAZA AREAS:
REINFORCED CONCRETE PAVING. TEXTURE: BROOM FINISH. CLEAR SEALER.
CONTROL JOINTS AND EXPANSION JOINTS.
SAFETY TREAD NOSINGS AT STAIRS.
STAINLESS STEEL HANDRAILS AT STAIRS AND RAMPS.
F.H.
FDC
NORTH 20' 80'
SCALE: 1" = 40'
0'
10' 40'
20' 80'
SCALE: 1" = 40'
0'
10' 40'
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 8:07:48 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_SITE_EunB.rvt06.15.20 a18-069
G002
SITE PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"10A SITE PLAN
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
W
328.05328.45328.37325.39325.63326.44326.51326.75326.73326.95326.83320.58330.30331.17332.27331.35331.92330.55329.91329.04328.16327.22326.88326.80334.29332.89328.20328.22351.82350.40349.36334.27332.18331.81331.96332.13333.88335.91337.97340.21342.58334.02323.47319.84318.63318.73323.43322.48322.04321.59320.80321.46321.92321.20320.09319.02318.72318.77324.75325.82326.36326.41326.93323.53337.88338.34337.68337.68338.67338.86338.61338.10340.88340.99340.65340.19341.52341.22341.21342.20341.59337.95339.54341.80341.95340.57340.56340.04341.22340.21333.88330.38332.91332.85340.26333.32333.93334.87335.65333.91335.69334.51330.86332.02332.94336.41337.77337.88337.73338.36338.38336.66339.64340.28341.30341.40340.09340.69340.20339.78341.09341.55341.45340.27340.09340.44343.68342.29342.78343.01342.75341.70341.52341.28340.97340.95341.32341.18341.22341.67342.15341.87338.96338.84338.24337.03338.33338.92339.34339.50339.49338.31342.30347.35334.08337.36338.22338.19341.06338.74339.92343.58342.32348.55348.77337.36336.77336.88337.70337.14336.82336.88330.20331.72339.40339.01338.75338.92339.60339.45339.76339.48338.91339.65340.18341.50340.78337.45337.36346.92346.20339.63339.60341.13338.89339.62340.33338.71338.86338.68339.86338.95338.35338.67338.38337.81338.76338.93338.89338.12341.88349.39350.88350.84349.84350.21350.47352.56334.67346.18344.74344.46341.54343.79347.39347.44347.23349.52348.53351.34351.23349.27347.80344.55342.34349.02339.36340.88348.98347.32345.56342.09343.33342.92344.58343.57344.43345.36336.33336.94338.94352.88351.86348.10346.69343.51343.77343.15342.43350.67349.87349.20349.14348.87347.07348.06350.47350.31339.60341.60318.50346.33344.91343.67341.45341.48341.93342.45343.86342.41342.86343.45343.24345.59344.26343.48344.37345.44347.49347.97345.49344.68345.06346.26346.28346.01347.28348.70349.71348.70348.19349.25350.60349.78349.50349.45348.89348.80349.06350.06350.64347.86346.97342.88340.57340.51342.47343.74345.82343.46339.36338.58344.29345.89341.11346.00344.87345.54347.10348.29349.80350.16347.33349.28350.22350.17347.32346.74352.34351.45350.88344.33343.52344.26345.03346.14347.70347.98349.78349.04349.50346.12343.74345.00341
34 2
340
339
3 3 8
3 3 7330 334330340335328327330
3 2 5
320325330
335
340
345
352351350
349347345340335330328327
3 2 7
321
326
3
2
8
329
3
3
0
33
1
332
3
3
3
348
350
352
340
3
4
5
330
335339 340343348
345340340341343342 344345341340
342337337
3 3 6
337337
337336335
339
3403383 3 7
3
4
0
3
4
1
342 3433453463503473 5 1
3
4
4
3 4 0 338338 3353 4 0
3 3 8
33 7
350APPROXIMATELOCATION OFSEWERMANHOLE PERRECORDS DIDNOT LOCATEAPPROXIMATELOCATION OFDP-5UFOUND PIECESOF PINKFLAGGINGSCATTEREDAROUNDUNABLE TO FINDEAST WETLANDFLAGSUNABLE TO FINDEAST WETLANDFLAGS1ST AVENUE SOUTH1ST AVENUE SOUTH1ST AVENUE SOUTH GATE MOTORGATE SENSORGATE SENSORGATE POST6' CHAIN LINK
6' CHAIN LINK
6' CHAIN LINK7' CHAIN LINK
7' CHAIN LINK6' CHAIN LINK4' CHAIN LINK6' CHAIN LINK4' CHAIN LINK4' CHAIN LINK6' CHAIN LINK7' CHAIN LINK6' CHAIN LINKDROPDROPDP1WDP2UDP3WDP4UA-1A-2A-3A-4A-5A-6A-7A-8A-9A-10A-11A-5AA-4AA-3AA-2AA-1ABOX CAR
AC UNITMONITORING WELLCONDUIT CLUSTERCONDUIT CLUSTERAC UNITSCHLORINE STORAGE10" IRON PIPE INTAKEON CONC PAD12" IRONPIPE INTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE6" WASTEPIPE6" PVCCONDUITFLAGPOLEAC UNITWASTE OIL TANKDOGWASTEBAGSPERGULAFILTERTANKS ONPADFILTERTANKS ONPADFILTERTANKS ONPADFILTERTANKS ONPADELECTRICAL RISERCONDUITCONDUITELECTRICAL CABINETELECTRICAL SWITCHCONDUITCONDUITELECTRICAL RISERELECTRICAL SWITCHCONDUITCHARGING STATIONSELECTRICAL SWITCHELECTRICAL SWITCHELECTRICAL RISERELECTRICAL RISERSWITCHELECTRICALSWITCH ANDCONDUITDROPDROPDROPDROPx4GATE CONDUITCONDUIT CLUSTERGATE CONDUITGRGRGRGRGRCONDUITFOUND BRASS DISKWITH PUNCH INCASE 0.28S AND0.20E OF CORNERFOUND BRASS DISKIN CASE 0.09' OFLINEFOUND BRASSDISK IN CASE ONLINEWELLHEADWATER JUNCTION BOXWELLHEADWELLHEAD2" IP42'40'40'40'F32"M20"F20"F18"M18"F30"F24"F32"F24"F30"F28"F18"F20"F18"F16"F24"U30"F22"M28"U28"U22"U48"U36"U12"M42"U12"U12"CW16"CW16"U22"U28"U12"U18"U28"U18"U26"F36"U36"U24"U36"U18"F28"F16"F14"F20"U16"X4F18"F22"U16"F12"F16"F14"F24"F20"U24"M18"U16"F10"F22"U12"F16"F30"F12"F16"F12"F18"F18"F12"F24"F12"F18"U12"U28"F12"F20"F20"F24"F12"F12"F12"F8"M16"F22"M20"U10"U12"X3U18"U16"X2U12"X2U16"F12"U18"F12"F8"F14"F8"F20"F12"X3U12"U10"F16"F30"F16"X5U18"U16"U16"F12"U12"U12"U12"U12"U12"U14"U12"U12"M18"F12"M12"F12"U14"X2U16"F12"F12"U16"X3CW10"CW10"CW10"CW10"CW12"CW12"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"U22"U18"U18"U24"U24"U22"U22"U24"U26"U26"U28"U12"U12"M30"U12"M20"U24"S12"U10"U10"X2U10"M6"X6RH6"RH6"RH6"RH6"M6"X4F32"S12"S12"S12"S12"S12"S12"F32"F28"F22"F22"F22"MAD12"F22"F22"F20"F20"F20"F20"A4"A4"A4"A4"A4"A4"A4"A4"A4"F22"F22"F28"F28"F12"F12"F12"F12"F10"F10"F24"F24"MAD20"F16"F26"F36"H24"DEADF30"F30"P18"P22"P22"S28"F18"F26"F22"JM6"S4"JM2"F30"F30"F32"F28"F28"CW12"F14"F14"F22"U12"U10"M10"M12"M12"M12"M10"M14"C16"F32"F10"F30"F28"F28"F30"F28"F24"F18"F20"F24"F24"F24"F30"F34"F30"F24"F24"F12"F18"F10"F18"F12"F12"F26"F10"F10"F28"F32"F12"F12"F30"F22"F22"F32"F20"F30"F12"U16"P20"F6"A24"A24"A20"F24"F24"F12"F20"MAD12"MAD12"MAD10"F20"MAD10"MAD10"F20"MAD12"x2F16"MAD14"F10"F24"F14"F18"F10"F18"F24"F12"F24"F12"F26"F16"F8"F12"F14"F12"MAD12"F14"F24"F24"F14"F18"F26"F6"F6"F12"F12"F18"F12"F28"F12"F14"F12"F24"F12"F14"F14"P36"F12"P20"F18"F10"F10"F26"MAD12"F12"F26"F24"F26"F12"S14"S6"JM8"P8"F24"F24"M12"F26"F30"P8"F14"F28"M10"F20"F26"F20"F22"PAYMENTOFFICEFF=337.72MAINTENANCEBUILDINGFF=339.50LAKEHAVENCENTERFF=352.81ELEVATED WOODDECK IN THISLOCATIONFACEOFCELLTOWERBUILDINGFF=337.91FF=337.91BRICK MEMORIALSSMH 553 RIM=332.198" PVC N-E-SCENTER CHANNEL=321.85LADDER NSSMH 637 RIM=332.278" PVC N-E-S-WCENTER CHANNEL=322.27LADDER SSSMH 824 RIM=328.008" PVC N-S-WCENTER CHANNEL=320.24LADDER SSSMH 737 RIM=328.228" PVC N-E-SCENTER CHANNEL=323.47LADDER WSSMH 1394 RIM=332.688" PVC N-SCENTER CHANNEL=324.65LADDER WSSMH 1338 RIM=334.538" PVC N-E-SCENTER CHANNEL=325.16LADDER WSSMH 3855 RIM=339.3212" PVC E-WCENTER CHANNEL=320.01LADDER NSSMH 4465 RIM=335.07CENTER CHANNEL=317.36LADDER SSSMH 3565 RIM=340.3612" PVC N-E-WCENTER CHANNEL=318.728" DROP SW TOP=328.81LADDER SWATER UNLOCATABLE18 LINES8 LINES
8 LINES
16 LINES16 LINES
12" CPPIE=335.85VERT 4" IP24" CMPIE=320.7812" CMPIE=330.0512" CMPIE=329.8512" CMPIE=329.64STCB 809 RIM=330.396" PVC N IE=327.8912" CPP E IE=327.59STCB 635 RIM=330.4012" CMP E IE=327.0812" CMP W IE=327.02STCB 3749 RIM=327.8012" CMP E IE=324.99STCB 738 RIM=327.5512" CONC E IE=324.2512" CMP W IE=324.21STCB 902 RIM=326.3124" CMP NE IE=320.7212" CMP S IE=322.5524" CMP SW IE=320.51LADDER NWSTCB 1150 RIM=332.5412" CMP N IE=329.3112" CMP S IE=329.50STCB 1359 RIM=343.8612" CMP N IE=340.9612" CMP S IE=340.92STCB 1509 RIM=351.0212" CMP S IE=349.1012" CMP SW IE=349.04STMH 1070 RIM=327.0812" CMP ELBOW SE IE=319.3412" CMP NW IE=319.28LADDER SSTMH 10714RIM=327.50UNABLE TO SEESIDES OFSTRUCTURELADDER SE36" CMPIE=319.534" CPPIE=320.72STCB 2694 RIM=337.716" PVC E IE=335.79STCB 2446 RIM=337.756" PVC E IE=335.74STCB 2276 RIM=337.756" PVC E IE=335.79STCB 2277 RIM=337.746" PVC E IE=335.82STCB 2610 RIM=336.7424" CMP S IE=332.7324" CMP NW IE=332.76LADDER NESTCB 2375 RIM=336.91STORM RETENTION SYSTEMPOSSIBLE 24" CMP N-SBOTTOM=332.21FULL OF WATERLADDER ESTCB 21133 RIM=335.728" CMP E IE=330.926" CMP S IE=331.528" CMP NW IE=331.22STCB 2384 RIM=336.508" CMP N IE=333.408" CMP SE IE=333.45STCB 2322 RIM=336.6324" CMP N IE=331.6212" CMP SW IE=331.56LADDER SESTCB 2234 RIM=337.2812" PVC NE IE=660.6612" PVC SW IE=330.788" PVC NW IE=331.13STCB 2823 RIM=340.628" PVC E IE=336.128" PVC W IE=336.14STCB 3832 RIM=339.186" PVC N IE=336.546" PVC E IE=336.598" PVC W IE=336.48STCB 4095RIM=341.846" PVC OWS STOP=340.85FULL OF DIRTSTCB 4001RIM=341.194" PVC EIE=339.966" PVC OWS STOP=340.19STCB 3881 RIM=338.986" PVC N IE=336.924" PVC E IE=336.966" PVC OWS WTOP=337.92STCB 3782 RIM=339.37NO VISIBLE PIPESFULL OF DIRTSTCB 4463 RIM=333.9812" CPP N IE=331.97STCB 3626 RIM=337.70NO VISIBLE PIPESFULL OF DIRTSTCB 2134 RIM=335.108" CMP NE IE=330.508" CMP SW IE=330.356" CMP NW IE=330.95STMH 2488 RIM=334.6012" CMP E IE=328.6016" CMP OVERFLOW WTOP=328.95LADDER SSTCB 2495 RIM=334.7012" CMP SE IE=330.90STCB 2971 RIM=337.2324" CMP SE IE=333.5318" CMP W IE=334.13STMH 3581 RIM=337.516" CONC NE CANT REACH12" GATE W CANT REACHTOP MUD=332.09STCB 421 RIM=334.136" PVC NE IE=332.596" PVC E IE=332.7010" CPP S IE=332.48BULLETIN BOARDLAKEHAVENUTILITY DISTRICTSIGN15MPHYIELDDO NOTENTERFRENCH LAKEDOG PARK SIGNKIOSKWASTE OILPICKUP BOXTWWWPPPPPWHBWWHBHBTYDEXISTING
FIRE STATION
BUILDING
EXISTING WATERSHOP
BUILDING B4
2nd AVENUE SOUTHWEST
1st AVENUE SOUTH
PARCEL 1
0721049017
524,026 SF
12.02 ACRES
PARCEL 2
0721049014
407,721 SF
9.36 ACRES
PARCEL 3
0721049010
86,934 SF
2.0 ACRES
405.67'618.44'658.33'
658.36'
84.58'99.09'10.76'150.78'97.62'253.60'199.02'
253.55'659.26'98.80'250'x60'
20' SETBACK LINE
20' SETBACK LINEWELL (E)
#34
WELL (E)
#33
218'x90'
VEHICLE STORAGE
BUILDING B2
OASIS AREA
STORM DETENTION (E)
WETLAND (E)
CATEGORY IV
INGRESS AND EGRESS EASEMENT (E)WATERLINE EASEMENT (E)36'-0"
(FUTURE WELLS)
PARKING LOT (E)
PARKING LOT (E)
GATE (G3)
GATE (G1)
STORM DETENTION (E)
SECURITY FENCE
(TYPE 1)
10
8
5
PARKING STALLS (E)
PARKING STALLS (E)269.67'PARKING STALLS (E)PARKING STALLS
9
DUMPSTER ENCLOSURE (S2)
(18'x21')
GENERATOR ENCLOSURE (S1) (46'x22')
750 KW GENERATOR (32'x9') WITH
4,200 GALLON SUBBASE FUEL TANK
14
18
9'x18'
WETLAND BUFFER
4
8
GATE (G2)
ADA
VAN
6
12'-0"12'-0"12'-0"
10
8
6
8
5
MAIN ENTRY PLAZA
1,530 SF
HEADQUARTERS ADMINISTRATION
BUILDING B1
9'x20'
LANDSCAPING
(TYP)
MONUMENT
SIGN
ADA
FILTRATION EQUIPMENT (E)
WELL (E)
LANDSCAPING
(WATER FEATURE)
SECURITY FENCE
(TYPE 2)
SECURITY FENCE AND GATE
(TYPE 2)
262.5'x90'PUBLIC ROAD (E)37'-6"5'-0"37'-6"20'-0"50'-0"50'-0"ABBREVIATIONS:
(D) - DEMOLITION
(R) - RELOCATE
(E) - EXISTING TO REMAIN
(S) - SALVAGE
20' SETBACK LINE
20' SETBACK LINE
CELL
TOWER (E)24' DRIVELANECONCRETE CURB
(TYP)
20'-0"EMPLOYEE PARKING12'-0"20'-0"2'-0"21'-0"
121'x22'
BUILDING B3
EMPLOYEE PARKING
9'x18'
9'x18'
RETAINING WALL
BIORETENTION SWALE 12'-0"12'-0"18'-0"18'-0"ADA
9'x18'
9'x18'
DRIVELANE
ADA
ECS
9'x18'
9'x18'
6' WIDE CONCRETE SIDEWALKS
(TYP)
ASPHALT PAVING
(TYP)
9'x18'
89'x18'
3
3
9'x18'
ADA
4
LANDSCAPING
FLAG POLES
ECSFIRELANEPUBLIC PARKING
FIRELANE
6' WIDE CONCRETE SIDEWALK
(TYP)
FECS FECS
FLAGPOLE (R)
24' DRIVELANE
FP
LANDSCAPE
AREAFIRELANE
LANDSCAPE ISLAND
ASPHALT PAVING
G
OFF-SITE FRONTAGE IMPROVEMENTS
(CROSS SECTION TYPE G)
HALF-STREET (HATCHED AREA)40'-0"R.O.W. DEDICATION LINE
50'-0"20' PRIVATE ROAD
(SW 316th STREET)
EXISTING
MAINTENANCE
BUILDING
TREE PROTECTION AREA
(HATCHED)
WETLAND BUFFER SW 316th STREETW.P.
18'-0"12'-0"20'-0"50'-0"LANDSCAPE AREA [1]
(TYPE 1)
EMPLOYEE PLAZA
800 SF
LANDSCAPING
5
DRIVELANE
BIKE RACKS
37'-6"5' SETBACK LINE
BIORETENTION SWALE
BIKE RACKBENCH
BENCHES
ASPHALT PAVING
FIRELANE
12'-0"VEHICLE STAGING AREA
FIRELANE
VEHICLE STAGING AREA
12'-0"12'-0"VEHICLE STAGING AREA
FIRELANE
12'-0"VEHICLE STAGING AREA
5' WIDE CONCRETE SIDEWALK
11'-0"24'-0"FIRELANE12'-0"12'-0"
10'-0"10'-0"5'-0"
6' CHAIN LINK FENCE (E)
KIOSK (E)
GARDEN (E)6' CHAIN LINK FENCE (E)
10'-0"
PROJECT LIMITS
WELL (E)
#32
6' CHAIN LINK FENCE (E)
FRENCH LAKE OFF-LEASH DOG PARK (E)
CONCRETE SIDEWALK (E)
CONCRETE SIDEWALK (E)
LAWN
6' CHAIN LINK FENCE
LANDSCAPING (E)44'-0"6' WIDE CONCRETE SIDEWALK
FIRELANE8'-0"9'x20'
LANDSCAPING
F.H. (E)
F.H.
F.H.
F.H.F.H.
F.H.
F.H.
F.H.
F.H.
59'x20'
8
9'x18'
9
9'x18'
LAWN (E)
LANDSCAPE RESTORATION AREA
LAWN (E)LANDSCAPING (E)CONCRETE PLAZA (E)12'-0"37'-6"40'-0"LANDSCAPING
12'-0"EXISTING TREES TO REMAIN
6'-0"4'-0"5'-0"20'-0"10'-0"32'-0"ASPHALT PAVING12'-0"68'-0"12'-0"11'-0"11'-0"5'-0"8' WIDE CONCRETE SIDEWALK
6' WIDE LANDSCAPE PLANTER
RETAINING WALL ASSEMBLY
AND 48" HT FENCE
FUTURE VEHICLE LANE
VEHICLE LANE
5' WIDE BIKE LANE3'-0"12'-0"28'-0"12'-0"6'-6"
36'-0"57'-0"12'-0"52'-0"VRF UNITVRF UNIT
CUSTOMER DROP-OFF BOX
ONE-WAY VEHICLE DIRECTION
(DIRECTIONAL SYMBOL)
COVERED STORAGE AREA
CENTER TURN LANE
MONITORING WELL (E)
(10' SETBACK)
SITE ENTRANCE (E)
SITE ENTRANCE (E)
EDGE OF PAVEMENT (E)
CONCRETE SIDEWALK (E)
PAVEMENT MARKINGS (E)EDGE OF PAVEMENT (E)
CENTER TURN LANE (E)10'-0"PAVEMENT MARKINGS
W.P.
W.P.
PROJECT LIMITS
LANDSCAPE AREA [1]
(TYPE 1)
6' WIDE CONCRETE PAVING
@ PEDESTRIAN PATHWAY
(TYP)
F.H.
FDC
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
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A B C D E F G H J K
A B C D E F G H J K
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Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 8:07:49 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_SITE_EunB.rvt06.15.20 a18-069
G003
SITE PLAN
SURVEY
OVERLAY
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"10A SITE PLAN (SURVEY OVERLAY)
NORTH 20' 80'
SCALE: 1" = 40'
0'
10' 40'
20' 80'
SCALE: 1" = 40'
0'
10' 40'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
W
328.05328.45328.37325.39325.63326.44326.51326.75326.73326.95326.83320.58330.30331.17332.27331.35331.92330.55329.91329.04328.16327.22326.88326.80334.29332.89328.20328.22351.82350.40349.36334.27332.18331.81331.96332.13333.88335.91337.97340.21342.58334.02323.47319.84318.63318.73323.43322.48322.04321.59320.80321.46321.92321.20320.09319.02318.72318.77324.75325.82326.36326.41326.93323.53337.88338.34337.68337.68338.67338.86338.61338.10340.88340.99340.65340.19341.52341.22341.21342.20341.59337.95339.54341.80341.95340.57340.56340.04341.22340.21333.88330.38332.91332.85340.26333.32333.93334.87335.65333.91335.69334.51330.86332.02332.94336.41337.77337.88337.73338.36338.38336.66339.64340.28341.30341.40340.09340.69340.20339.78341.09341.55341.45340.27340.09340.44343.68342.29342.78343.01342.75341.70341.52341.28340.97340.95341.32341.18341.22341.67342.15341.87338.96338.84338.24337.03338.33338.92339.34339.50339.49338.31342.30347.35334.08337.36338.22338.19341.06338.74339.92343.58342.32348.55348.77337.36336.77336.88337.70337.14336.82336.88330.20331.72339.40339.01338.75338.92339.60339.45339.76339.48338.91339.65340.18341.50340.78337.45337.36346.92346.20339.63339.60341.13338.89339.62340.33338.71338.86338.68339.86338.95338.35338.67338.64338.49337.45338.27338.38337.81338.76338.93338.89338.97339.06339.74339.72340.08339.24338.94338.69338.12338.73338.76338.15339.24340.67341.70340.12339.28339.39341.88344.34344.08345.40344.32346.36346.92340.97341.01347.66345.81345.50345.18345.06344.98344.91345.61345.05344.99344.90345.28345.51345.57345.86345.21345.48347.29347.29347.58347.76347.31347.02345.04345.43345.34344.93345.06345.50345.38348.19350.66350.20350.97347.39348.05349.39350.88350.84349.84350.21350.47352.56337.40334.67347.43346.18344.74344.46341.54343.79347.39347.44347.23349.52348.53351.34351.23349.27347.80344.55342.34349.02339.36340.88348.98347.32345.56342.09343.33342.92344.58343.57344.43345.36336.33336.94338.94352.88351.86348.10346.69343.51343.77343.15342.43342.94345.06346.00345.30344.78346.58349.03347.84347.97347.03350.67349.87349.20349.14348.87347.07348.06350.47350.31339.60341.60318.50346.33344.91343.67341.45341.48341.93342.45343.86342.41342.86343.45343.24345.59344.26343.48344.37345.44347.49347.97345.49344.68345.06346.26346.28346.01347.28348.70349.71348.70348.19349.25350.60349.78349.50349.45348.89348.80349.06350.06350.64347.86346.97342.88340.57340.51342.47343.74345.82343.46339.36338.58344.29345.89341.11346.00344.87345.54347.10348.29349.80348.19345.14343.78345.93347.92346.06346.33346.03345.95348.80347.08345.03345.00345.26346.53349.66350.16347.33345.78346.11348.21349.27349.40350.18347.51346.38345.83346.27348.30347.66347.98346.36345.98345.52345.22345.33345.34346.13347.34347.27347.59347.31347.16345.84345.32345.32345.82349.28350.22350.17347.00345.18345.51347.32346.74345.89348.34347.29347.44347.33346.40344.82345.72346.36346.74346.88346.38344.88347.24347.32348.48350.80350.91349.62350.57345.05340.74341.32352.34351.45350.88344.33343.52344.26345.03346.14347.70347.98349.78349.04349.50346.12343.74345.00341
34 2
340
339
3 3 8
3 3 7330 334330340335328327330
3 2 5
320325330
335
340
345
352351350
349347345340335330328327
3 2 7
321
326
3
2
8
329
3
3
0
3
3
1
332
3
3
3
3
3
4
3
3
5345348
350
352
340
3
4
5
330
335339 340343348
345340340341343342 344345341340
342337337
3 3 6
337337
337336335
339
3403383 3 7
3
4
0
3
4
1
342 3433453463503473 5 1
3
4
4
3 4 0 338338 33534 0
3 3 8
33 7
339
340 340345
3503463453503493473 4 6 347345
APPROXIMATELOCATION OFSEWERMANHOLE PERRECORDS DIDNOT LOCATEAPPROXIMATELOCATION OFDP-5UFOUND PIECESOF PINKFLAGGINGSCATTEREDAROUNDUNABLE TO FINDEAST WETLANDFLAGSUNABLE TO FINDEAST WETLANDFLAGS1ST AVENUE SOUTH1ST AVENUE SOUTH1ST AVENUE SOUTH
2NDAVENUE SW
GATE MOTORGATE SENSORGATE SENSORGATE POST6' CHAIN LINK
6' CHAIN LINK
6' CHAIN LINK7' CHAIN LINK
7' CHAIN LINK6' CHAIN LINK4' CHAIN LINK6' CHAIN LINK4' CHAIN LINK4' CHAIN LINK6' CHAIN LINK7' CHAIN LINK6' CHAIN LINKDROPDROPDP1WDP2UDP3WDP4UA-1A-2A-3A-4A-5A-6A-7A-8A-9A-10A-11A-5AA-4AA-3AA-2AA-1ABOX CAR
AC UNITMONITORING WELLCONDUIT CLUSTERCONDUIT CLUSTERAC UNITSCHLORINE STORAGE10" IRON PIPE INTAKEON CONC PAD12" IRONPIPE INTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE8" IRON PIPEINTAKE6" WASTEPIPE6" PVCCONDUITFLAGPOLEAC UNITWASTE OIL TANKDOGWASTEBAGSPERGULAFILTERTANKS ONPADFILTERTANKS ONPADFILTERTANKS ONPADFILTERTANKS ONPADELECTRICAL RISERCONDUITCONDUITELECTRICAL CABINETELECTRICAL SWITCHCONDUITCONDUITELECTRICAL RISERELECTRICAL SWITCHCONDUITCHARGING STATIONSELECTRICAL SWITCHELECTRICAL SWITCHELECTRICAL RISERELECTRICAL RISERSWITCHELECTRICALSWITCH ANDCONDUITDROPDROPDROPDROPx4GATE CONDUITCONDUIT CLUSTERGATE CONDUITGRGRGRGRGRCONDUITFOUND BRASS DISKWITH PUNCH INCASE 0.28S AND0.20E OF CORNERFOUND BRASS DISKIN CASE 0.09' OFLINEFOUND BRASSDISK IN CASE ONLINEWELLHEADWATER JUNCTION BOXWELLHEADWELLHEAD2" IP42'40'40'40'40'F32"M20"F20"F18"M18"F30"F24"F32"F24"F30"F28"F18"F20"F18"F16"F24"U30"F22"M28"U28"U22"U48"U36"U12"M42"U12"U12"CW16"CW16"U22"U28"U12"U18"U28"U18"U26"F36"U36"U24"U36"U18"F28"F16"F14"F20"U16"X4F18"F22"U16"F12"F16"F14"F24"F20"U24"M18"U16"F10"F22"U12"F16"F30"F12"F16"F12"F18"F18"F12"F24"F12"F18"U12"U28"F12"F20"F20"F24"F12"F12"F12"F8"M16"F22"M20"U10"U12"X3U18"U16"X2U12"X2U16"F12"U18"F12"F8"F14"F8"F20"F12"X3U12"U10"F16"F30"F16"X5U18"U16"U16"F12"U12"U12"U12"U12"U12"U14"U12"U12"M18"F12"M12"F12"U14"X2U16"F12"F12"U16"X3CW10"CW10"CW10"CW10"CW12"CW12"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"CW10"U22"U18"U18"U24"U24"U22"U22"U24"U26"U26"U28"U12"U12"M30"U12"M20"U24"S12"U10"U10"X2U10"M6"X6RH6"RH6"RH6"RH6"M6"X4F32"S12"S12"S12"S12"S12"S12"F32"F28"F22"F22"F22"MAD12"F22"F22"F20"F20"F20"F20"A4"A4"A4"A4"A4"A4"A4"A4"A4"F22"F22"F28"F28"F12"F12"F12"F12"F10"F10"F24"F24"MAD20"F16"F26"F36"H24"DEADF30"F30"P18"P22"P22"S28"F18"F26"F22"JM6"S4"JM2"F30"F30"F32"F28"F28"CW12"F14"F14"F22"U12"U10"M10"M12"M12"M12"M10"M14"C16"F32"F10"F30"F28"F28"F30"F28"F24"F18"F20"F24"F24"F24"F30"F34"F30"F24"F24"F12"F18"F10"F18"F12"F12"F26"F10"F10"F28"F32"F12"F12"F30"F22"F22"F32"F20"F30"F12"U16"P20"F6"A24"A24"A20"F24"F24"F12"F20"MAD12"MAD12"MAD10"F20"MAD10"MAD10"F20"MAD12"x2F16"MAD14"F10"F24"F14"F18"F10"F18"F24"F12"F24"F12"F26"F16"F8"F12"F14"F12"MAD12"F14"F24"F24"F14"F18"F26"F6"F6"F12"F12"F18"F12"F28"F12"F14"F12"F24"F12"F14"F14"P36"F12"P20"F18"F10"F10"F26"MAD12"F12"F26"F24"F24"F18"F14"F16"F16"F24"F24"F12"F26"F12"F12"MAD20"F8"F30"F36"F30"F30"F10"F16"F28"F28"F40"F26"F38"F28"F36"F30"F36"F26"F12"F38"F20"F30"F24"F24"F26"F12"F30"S14"S6"JM8"P8"F24"F24"M12"F26"F30"P8"F14"F28"M10"F20"F26"F20"F22"PAYMENTOFFICEFF=337.72MAINTENANCEBUILDINGFF=339.50LAKEHAVENCENTERFF=352.81ELEVATED WOODDECK IN THISLOCATIONFACEOFCELLTOWERBUILDINGFF=337.91FF=337.91BRICK MEMORIALSSMH 553 RIM=332.198" PVC N-E-SCENTER CHANNEL=321.85LADDER NSSMH 637 RIM=332.278" PVC N-E-S-WCENTER CHANNEL=322.27LADDER SSSMH 824 RIM=328.008" PVC N-S-WCENTER CHANNEL=320.24LADDER SSSMH 737 RIM=328.228" PVC N-E-SCENTER CHANNEL=323.47LADDER WSSMH 1394 RIM=332.688" PVC N-SCENTER CHANNEL=324.65LADDER WSSMH 1338 RIM=334.538" PVC N-E-SCENTER CHANNEL=325.16LADDER WSSMH 3855 RIM=339.3212" PVC E-WCENTER CHANNEL=320.01LADDER NSSMH 4465 RIM=335.07CENTER CHANNEL=317.36LADDER SSSMH 3565 RIM=340.3612" PVC N-E-WCENTER CHANNEL=318.728" DROP SW TOP=328.81LADDER SWATER UNLOCATABLE18 LINES8 LINES
8 LINES
16 LINES16 LINES
12" CPPIE=335.85VERT 4" IP24" CMPIE=320.7812" CMPIE=330.0512" CMPIE=329.8512" CMPIE=329.64STCB 554 RIM=333.5712" PVC E IE=330.72STCB 667 RIM=333.6012" CMP E IE=327.7112" PVC W IE=CAN'T REACHSTCB 668 RIM=332.1324" CONC N IE=325.3124" CONC S IE=325.1712" CMP W IE=326.11STCB 809 RIM=330.396" PVC N IE=327.8912" CPP E IE=327.59STCB 635 RIM=330.4012" CMP E IE=327.0812" CMP W IE=327.02STCB 3749 RIM=327.8012" CMP E IE=324.99STCB 738 RIM=327.5512" CONC E IE=324.2512" CMP W IE=324.21STCB 902 RIM=326.3124" CMP NE IE=320.7212" CMP S IE=322.5524" CMP SW IE=320.51LADDER NWSTCB 1150 RIM=332.5412" CMP N IE=329.3112" CMP S IE=329.50STCB 1359 RIM=343.8612" CMP N IE=340.9612" CMP S IE=340.92STCB 1509 RIM=351.0212" CMP S IE=349.1012" CMP SW IE=349.04STMH 1070 RIM=327.0812" CMP ELBOW SE IE=319.3412" CMP NW IE=319.28LADDER SSTMH 10714RIM=327.50UNABLE TO SEESIDES OFSTRUCTURELADDER SE36" CMPIE=319.534" CPPIE=320.72STCB 2694 RIM=337.716" PVC E IE=335.79STCB 4326 RIM=344.98NO VISIBLE PIPESFULL OF WATERBOTTOM=341.56STCB 4327 RIM=346.91NO VISIBLE PIPESBOTTOM=340.51STCB 2446 RIM=337.756" PVC E IE=335.74STCB 2276 RIM=337.756" PVC E IE=335.79STCB 2277 RIM=337.746" PVC E IE=335.82STCB 2610 RIM=336.7424" CMP S IE=332.7324" CMP NW IE=332.76LADDER NESTCB 2375 RIM=336.91STORM RETENTION SYSTEMPOSSIBLE 24" CMP N-SBOTTOM=332.21FULL OF WATERLADDER ESTCB 21133 RIM=335.728" CMP E IE=330.926" CMP S IE=331.528" CMP NW IE=331.22STCB 2384 RIM=336.508" CMP N IE=333.408" CMP SE IE=333.45STCB 2322 RIM=336.6324" CMP N IE=331.6212" CMP SW IE=331.56LADDER SESTCB 2234 RIM=337.2812" PVC NE IE=660.6612" PVC SW IE=330.788" PVC NW IE=331.13STCB 2823 RIM=340.628" PVC E IE=336.128" PVC W IE=336.14STCB 3832 RIM=339.186" PVC N IE=336.546" PVC E IE=336.598" PVC W IE=336.48STCB 4095RIM=341.846" PVC OWS STOP=340.85FULL OF DIRTSTCB 4001RIM=341.194" PVC EIE=339.966" PVC OWS STOP=340.19STCB 3881 RIM=338.986" PVC N IE=336.924" PVC E IE=336.966" PVC OWS WTOP=337.92STCB 3782 RIM=339.37NO VISIBLE PIPESFULL OF DIRTSTCB 4463 RIM=333.9812" CPP N IE=331.97STCB 3626 RIM=337.70NO VISIBLE PIPESFULL OF DIRTSTCB 3672 RIM=337.724" PVC W IE=334.484" PVC W IE=334.42STCB 2134 RIM=335.108" CMP NE IE=330.508" CMP SW IE=330.356" CMP NW IE=330.95STMH 2488 RIM=334.6012" CMP E IE=328.6016" CMP OVERFLOW WTOP=328.95LADDER SSTCB 2495 RIM=334.7012" CMP SE IE=330.90STCB 2971 RIM=337.2324" CMP SE IE=333.5318" CMP W IE=334.13STMH 3581 RIM=337.516" CONC NE CANT REACH12" GATE W CANT REACHTOP MUD=332.09STCB 421 RIM=334.136" PVC NE IE=332.596" PVC E IE=332.7010" CPP S IE=332.48BULLETIN BOARDLAKEHAVENUTILITY DISTRICTSIGN15MPHYIELDDO NOTENTERFRENCH LAKEDOG PARK SIGNKIOSKWASTE OILPICKUP BOXTWWWPPPPPWHBWWHBHBTTYD405.67'618.44'658.33'
658.36'
425.13'
84.58'99.09'10.76'150.78'97.62'253.60'199.02'
253.55'659.26'98.80'269.67'design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
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A B C D E F G H J K
A B C D E F G H J K
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Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 8:07:50 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_SITE_EunB.rvt06.15.20 a18-069
SV002
SURVEY
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"10A SURVEY
NORTH 20' 80'
SCALE: 1" = 40'
0'
10' 40'
20' 80'
SCALE: 1" = 40'
0'
10' 40'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
VEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
DUMPSTER ENCLOSURE
W/ ROOF (S2)
GENERATOR ENCLOSURE
W/ ROOF (S1)
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
80.0'40.0'40.0'10.0' ROW DEDICATION
S 317TH PL1ST AVENUE SOUTH
1ST AVENUE SOUTH
S 315TH STWETLAND
37.5' WETLAND BUFFER
5.0' SETBACK
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
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ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C100
COVER
SHEETTRENCH NOTE
UTILITY NOTE
TOPOGRAPHIC NOTE
FILL SPECIFICATION
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES
NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT
SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED.
THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR
WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL
MEET THE REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17
RCW. CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR
DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES
NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON
THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION
IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY
AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM
PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS,
DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE
ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE,
CODE, REGULATION, RULE, ORDER, OR STANDARD.
CONSTRUCTION SPECIFICATION
CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2010
STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED.
AUTOCAD NOTE
AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZONTAL SITE
AND UTILITY LAYOUT. SEE SPECIFICATIONS FOR RELEASE OF
ELECTRONIC DOCUMENTS.
LEGAL DESCRIPTION
SITE ADDRESS
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA. 98003
SITE DATA
APPROX. PROJECT AREA:6.72 ACRES (157,175 SF)
TOTAL LOT AREA:7.54 ACRES (328,568 SF)
EX. SITE IMPERVIOUS AREA:2.71 ACRES (118,110 SF)
REPLACED IMPERVIOUS AREA 2.37 ACRES (103,104 SF)
NEW IMPERVIOUS AREA:5.26 ACRES (229,149 SF)
MAXIMUM LOT COVERAGE:69.76%
APPROX. PROJECT SITE CUT:1,750 CF
(EARTHWORK ESTIMATE
PROVIDED FOR CITY OF
FEDERAL WAY PERMIT)
UTILITIES/SERVICES
WATER:LAKEHAVEN UTILITY DISTRICT
SEWER:LAKEHAVEN UTILITY DISTRICT
POWER:PUGET SOUND ENERGY
TELEPHONE:QWEST
LANDSCAPE ARCHITECT
AHBL, INC.
2215 NORTH 30th STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: SARAH SINGLETON SCHROEDEL
PH. (253).383.2422
FAX (253).383.2572
OWNER
LAKEHAVEN WATER AND
SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA. 98063
CONTACTS:
KEN MILLER
PH. (253)946.5405
MOLLY DU
PH: (253)946.5400
CIVIL ENGINEER
AHBL, INC.
2215 NORTH 30th STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: BILL FIERST P.E. ASSOCIATE PRINCIPAL
PH. (253).383.2422
FAX (253).383.2572
ARCHITECT
HELIX DESIGN GROUP
6021 12TH STREET EAST, SUITE 201
FIFE, WASHINGTON, 98424-1376
CONTACT: JEFF BLACHOWSKI
PH. (253).922.9037
SURVEYOR
HORIZONTAL DATUM
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE
CITY OF FEDERAL WAY HORIZONTAL CONTROL
HOLDING COUNTY MONUMENT NUMBERS 101 AND 114.
POINT NO.101
N=118543.73
E=1270807.93
AT THE INTERSECTION OF SW 320TH ST W/
8TH AVE S
POINT NO.114
N=121233.37
E=1268065.08
AT THE INTERSECTION OF 1ST AVE S W/
S 312TH ST.
HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS
OF 1ST AVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID
LINE BEARS NORTH 01°04'42" EAST.
VERTICAL DATUM
NGVD 29
FEDERAL WAY VERTICAL BENCHMARK 2200-01
MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST.
PUBLISHED ELEVATION: 357.20'
DATUM NOTES
AHBL, INC.
2215 NORTH 30th STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: DAVID FOLLANSBEE PLS. PRINCIPAL
PH. (253).383.2422
FAX (253).383.2572
NGRAPHIC SCALE
0 80 160
1" = 80 FEET
40
PARCEL 1 OF CITY OF FEDERAL WAY BOUNDARY LINE
ADJUSTMENT NO. 99-0004, RECORDED UNDER RECORDING
NUMBER 20000316900001, RECORDS OF KING COUNTY,
WASHINGTON.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY
EASEMENTS OF RECORD
PARCEL NO.
072104-9014
SITE
VICINITY MAP
LEGEND:
EXISTING PROPOSED
BOLLARD
MAIL BOX
SIGN
SANITARY SEWER
MANHOLE
SANITARY SEWER
CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
STORM CLEANOUT
YARD DRAIN
GAS METER
GAS VALVE
POWER
TRANSFORMER
GUY ANCHOR
UTILITY POWER POLE
ELECTRICAL VAULT
JUNCTION BOX
POWER METER
LUMINAIRE
TELEPHONE RISER
BLOW OFF VALVE
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
HOSE BIB
WATER METER
WATER VALVE
C=CEDAR, F=FIR,
P=PINE
M=MAPLE U=
UNKNOWN
FOOTING DRAIN
ROOF DRAIN
STORM LINE
SANITARY SEWER
GRAVITY LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATIONS
LINE
WATER LINE
FIRE SERVICE
FENCE
CONCRETE
HEAVY DUTY
CONCRETE
ASPHALT
CONTOUR MAJOR
INTERVAL
CONTOUR MINOR
INTERVAL
XXX
XXX
SHEET INDEX
SHEET NUMBER SHEET TITLE
C100 COVER SHEET
C200 GRADING AND DRAINAGE PLAN - WEST
C201 GRADING AND DRAINAGE PLAN - EAST
C202 GRADING SECTIONS
C300 HORIZONTAL CONTROL AND SURFACING PLAN
C400 UTILITIES PLAN
C500 NOTES AND DETAILS
C501 NOTES AND DETAILS
C502 NOTES AND DETAILS
C503 NOTES AND DETAILS
VT100 22 FOOT DUMP TRUCK WITH 30 FOOT TRAILER
VT101 26 FOOT SERVICE TRUCK WITH 32 FOOT TRAILER
VT102 28 FOOT SERVICE TRUCK
VT103 38 FOOT VAC CLEANER TRUCK
VT104 TRACTOR AND 45 FOOT TRAILER
VT105 FIRE TRUCK
VT106 DRILL RIG WITH 50 FOOT WHEEL BASE
GEOTECHNICAL ENGINEER
GEOENGINEERS, INC.
1101 FAWCETT AVENUE, SUITE 200
TACOMA, WASHINGTON 98402
CONTACT: DENNIS J. THOMPSON
PH. (253).722.2446
FAX (253).383.4923
WETLAND CONSULTANT
SOUNDVIEW CONSULTANTS LLC.
2907 HARBORVIEW DRIVE, SUITE D
GIG HARBOR, WASHINGTON 98335
CONTACT: MATT DECARO
PH. (253).514.8952
06/14/2020
1.54%1.22%1.28%1.56%1.51%333331330328327333
334
335
3
3
6
336
337
337338337
3
3
8
337
3
3
7
337336335333334335
334
33
0
33
1
33
2
33
3
33
4
FG: 334.52
FG: 334.79
BIORETENTION FACILITY
FG: 336.11
FG: 338.27
MATCH EX.: 335.82
MATCH EX.: 335.81
MATCH EX.: 340.17 MATCH EX.: 340.49
330
335
335335335335
329
331
332
333
33433633633733
7
TC:334.34
FG: 333.84
TC:333.35
FL: 332.85
TC:333.30
FG: 332.80
TC:334.18
FG: 333.68
TC:332.66
FG: 332.16
TC:335.20
FG: 334.70
TC:330.90
FG: 330.40
MATCH EX.: 337.58
MATCH EX.: 337.07
MATCH EX.: 335.88
MATCH EX.: 334.11
MATCH EX.: 337.40
MATCH EX.: 337.74
MATCH EX.: 337.47
MATCH EX.: 337.78
MATCH EX.: 337.68
FG: 337.51
FG: 333.72
FG: 334.62 FG: 334.52
FG: 334.30
FG: 335.18 FG: 337.91
FG: 336.90
FG: 334.50
FG: 334.50
FG: 334.75
FG: 330.00
FG: 330.90
FG: 332.93
FG: 334.87
FG: 329.25
FG: 334.76
FG: 335.17
FG: 334.25
FG: 334.65
FG: 335.40
FG: 334.45
FG: 334.86
FG: 334.85
FG: 334.98FG: 334.98
FG: 334.98
FG: 334.98
FG: 333.41
FG: 334.98FG: 334.98
FG: 334.50
FG: 334.98
FG: 336.48
FG: 329.50
FG: 334.29
FG: 334.43
FG: 333.30
FG: 333.57
FG: 333.40
FG: 333.09
FG: 334.25
FG: 334.67
FG: 335.86
FG: 336.62
FG: 336.86
FG: 336.15
FG: 337.66
FG: 337.29
FG: 338.36
FG: 338.22
FG: 338.87
37.5'
5.0'
FG: 337.00
FG: 334.74 FG: 334.67
FG: 334.67 FG: 334.89 FG: 334.89
FG: 334.67
3
C500
BP: 0+00.00
VEHICLE STORAGE
BUILDING B2
EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00 FF: 337.91
FF: 335.00
DS DS DS DS DSDS
DS DS
DS
DS DS DS
DS
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
TYPE 1
RIM: 330.51
IE: 328.51 12" (NE)
TYPE 1
RIM: 333.61
IE: 331.73 12" (W)
IE: 331.73 12" (E)
TYPE 1
RIM: 334.16
IE: 332.19 12" (E)TYPE 1
RIM: 334.70
IE: 333.17 12" (S)
TYPE 1
RIM: 334.34
IE: 332.34 12" (N)
IE: 332.34 12" (SW)
TYPE 1
RIM: 335.03
IE: 331.99 12" (NE)
IE: 331.99 12" (SE)
IE: 331.99 12" (S)
TYPE 1
RIM: 334.28
IE: 332.28 12" (NW)
TYPE 1
RIM: 334.71
IE: 332.71 12" (N)
TYPE 1
RIM: 334.71
IE: 332.50 12" (S)
IE: 332.50 12" (N)
TYPE 1
RIM: 334.70
IE: 332.44 12" (S)
IE: 332.44 12" (N)
IE: 332.44 12" (SW)
TYPE 1
RIM: 335.12
IE: 331.11 12" (N)
IE: 331.11 12" (W)
TYPE 1
RIM: 334.71
IE: 332.92 12" (S)
IE: 332.92 12" (NW)
TYPE 1
RIM: 335.25
IE: 333.05 12" (SE)TYPE 1
RIM: 337.91
IE: 335.91 12" (N)
TYPE 1
RIM: 337.11
IE: 335.11 12" (W)
TYPE 1
RIM: 336.89
IE: 334.89 12" (S)
IE: 334.89 12" (NW)
IE: 334.89 12" (E)
TYPE 1
RIM: 336.67
IE: 331.46 12" (E)
IE: 331.46 12" (N)
IE: 331.46 12" (S)
TYPE 1
RIM: 336.62
IE: 328.44 12" (E)
IE: 328.44 12" (S)
TYPE 1
RIM: 335.30
IE: 330.47 12" (S)
IE: 330.47 12" (E)
TYPE 1
RIM: 334.83
IE: 331.64 12" (N)
IE: 331.64 12" (W)
TYPE 1
RIM: 334.85
IE: 331.81 12" (S)
60" TYPE 2
RIM: 336.31
IE: 334.31 12" (E)
TYPE 1
RIM: 333.94
IE: 330.94 12" (E)
TYPE 1
RIM: 333.73
IE: 330.54 12" (W)
IE: 330.54 12" (SE)
TYPE 1
RIM: 331.02
IE: 328.76 12" (NW)
IE: 328.76 12" (S)
IE: 328.76 12" (NE)
TYPE 1
RIM: 334.50
IE: 331.50 12" (S)
TYPE 1
RIM: 333.99
IE: 331.18 12" (S)
IE: 331.18 12" (N)
TYPE 1
RIM: 334.41
IE: 331.04 12" (N)
IE: 331.04 12" (S)
TYPE 1
RIM: 334.68
IE: 330.88 12" (N)
IE: 330.88 12" (S)
TYPE 1
RIM: 334.40
IE: 330.66 12" (N)
IE: 330.66 12" (E)
BASIN 1 DETENTION VAULT
306'x20'x8.71'
BASIN 2 DETENTION VAULT
695'x20'x6.94'
FILTERRA WATER
QUALITY UNIT
FILTERRA WATER QUALITY UNIT
FILTERRA WATER
QUALITY UNIT
FILTERRA WATER
QUALITY UNIT
FILTERRA
WATER
QUALITY
UNIT
TW: 329.17
TW: 329.15
TW: 329.41
TW: 330.70
TW: 330.71
BW: 325.74
BW: 326.76
BW: 323.69
BW: 323.46
BW: 324.44
4
C503
4
C503
EXISTING FIRE
STATION BUILDING
1
C503
60" TYPE 2
RIM: 330.78
IE: 320.00 12" (NW)
IE: 320.00 12" (E)
1
C503
TW: 332.68
BW: 332.30
2.28%
EXISTING MONITOR WELL
10' SETBACK
10.0'10.0'
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C200
GRADING
AND
DRAINAGE
PLAN -
WEST
NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
MATCH LINE - SEE SHEET C201
1
C202
2
C202
3
C202
LEGEND
CATCH BASIN - TYPE 2
CATCH BASIN - TYPE I
STORM DRAINAGE CLEANOUT
DOWNSPOUT CONNECTION
DETENTION VAULT
STORM DRAINAGE PIPING
ROOF DRAIN PIPING
FOOTING DRAIN
BREAK LINE
GRADING SLOPE ARROW
RETAINING WALL
DS
1.25%
DUMPSTER ENCLOSURE
W/ ROOF (S2)
GENERATOR ENCLOSURE
W/ ROOF (S1)
4
C502
5
C502
7
C502
FILTERRA WATER
QUALITY UNIT
06/14/2020
T1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLTW: 348.76
EG: 345.66
TW: 347.10
EG: 339.60
TW: 345.24
EG: 335.42 TW: 343.19
EG: 331.91
TW: 341.12
EG: 329.34
TW: 338.98
EG: 324.27
TW: 336.52
EG: 345.66
TW: 334.45
EG: 324.49 TW: 328.95
EG: 324.20
TW: 329.50
EG: 323.50
348347346345344343342341340339338337336335334333332331330329328
330
329
331
FILTERRA
WATER
QUALITY
UNIT
TYPE 1
RIM: 331.80
IE: 329.28 12" (W)
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C201
GRADING
AND
DRAINAGE
PLAN -
EAST
NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
MATCH LINE - SEE SHEET C200
50'
PROPOSED HALF ROW
L
33'6'3'8'
CONCRETE
SIDEWALK
PLANTER 24' APPROX.
EDGE OF EXISTING ROADWAY
APPROX. LOCATION
OF EXISTING WATER
APPROX. LOCATION
OF EXISTING GAS
31' ±
EXCAVATION LIMITS
SEE NOTE BELOW
GRAVEL BACKFILL
COMPACTED SUBGRADE
DRAIN
4'1:12:1 EXIST. SLOPE
12' ±
1'
42' ±
4'
UTIL.
STRIP
WALL HEIGHT
15' ± MAX.
12'
REDI-ROCK WALL
SEE CUTSHEET
2.0%
NOTE:
1.1H:1V TEMPORARY CUT SLOPE INDICATED. AREAS FOUND WITH FILL SOILS MAY REQUIRE
1.5H:1V TEMPORARY CUT SLOPE.
2.A ROAD MODIFICATION WAS SUBMITTED TO THE CITY OF FEDERAL WAY IN MAY 2020 TO MOVE
THE CONCRETE SIDEWALK ADJACENT TO THE CONCRETE CURB AND REDUCE THE HEIGHT OF
THE REDI-ROCK WALL. THE SECTION WILL BE CHANGED IN THE FUTURE BASED UPON THE
DECISION FOR THE MODIFICATION.
4' CHAIN
LINK FENCE
40'
EXISTING HALF ROW
1 NOT TO SCALE
ROAD SECTION
1
C201
SEE LANDSCAPE
FOR TREE
PLANTINGS
LEGEND
CATCH BASIN - TYPE 2
CATCH BASIN - TYPE I
STORM DRAINAGE CLEANOUT
DOWNSPOUT CONNECTION
DETENTION VAULT
STORM DRAINAGE PIPING
ROOF DRAIN PIPING
FOOTING DRAIN
BREAK LINE
GRADING SLOPE ARROW
RETAINING WALL
DS
1.25%
4
C502
5
C502
7
C502
06/14/2020
330
335
340
345
330
335
340
345
FG0+50FG 334.20FG 336.901+00FG 337.00FG 337.001+50FG 337.00FG 337.002+00FG 337.00FG 337.002+50FG 337.00FG 337.003+00FG 337.00FG 337.183+50FG FG4+00FG FG4+50FG FG5+00FG FG5+50FG FG6+00FG FG 337.146+50FG 336.52FG 336.717+00FG 338.03FG 338.817+50FG FGHORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
330
335
340
345
330
335
340
345
FG0+50FG 332.98FG 334.701+00FG 334.50FG 334.861+50FG 335.00FG 335.002+00FG 335.00FG 335.002+50FG 335.00FG 335.003+00FG 335.00FG 335.003+50FG 335.00FG 335.004+00FG 334.91FG 334.954+50FG 336.37FG 336.995+00FGHORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
320
325
330
335
340
320
325
330
335
340
FG0+50FG 329.49FG 330.831+00FG 332.41FG 334.281+50FG 334.85FG 335.002+00FG 335.00FG 335.002+50FG 335.00FG 334.993+00FG 335.05FG 335.983+50FG 336.93FG 337.004+00FG 337.00FG 337.004+50FG 336.94FG 336.755+00FG 336.56FG 331.875+50FGHORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C202
GRADING
SECTIONS
1 1"=30'
SECTION A
2 NOT TO SCALE
SECTION B
3 NOT TO SCALE
SECTION C
BUILDING B1
FF: 335.00
BUILDING B2
FF: 337.00
BUILDING B1
FF: 335.00
BUILDING B2
FF: 337.00
EXISTING BUILDING B4
FF: 337.91
06/14/2020
T1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLX
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
XX
X
X
X X
XX
X
X
BC
BCBCBC
BC
BCBCBCBCBC
BCBC
BC
BC
BC
BC
BC
BC
BC BCBC BCBC
BCBCICICIC
IC IC
IC
IC
IC
IC
IC
IC
IC ICICFCBC
FC
FC
FC
IC
IC
X
X
XBC
ICICICICBC BC
ICVEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
TYP.9.0'
9.0'
24.0'
24.0'
9.0'TYP.
28.9'
24.6'
9.0'
12.0'
12.0'
12.0'
9.0'N 119366.86
E 1267730.13
N 119369.27
E 1267648.66 N 119610.60
E 1267652.49
N 119609.33
E 1267733.98
N 119331.23
E 1267549.23
N 119545.19
E 1267553.23
N 119546.87
E 1267463.25
N 119332.91
E 1267459.25
N 119334.11
E 1267606.30 N 119455.09
E 1267608.56
N 119888.21
E 1267604.71
N 119887.11
E 1267548.32
N 119887.83
E 1267503.66
N 119888.40
E 1267585.20
GATE
GATE
FENCE
EXISTING PROPERTY LINE
88.5'
62.4'
20.0'
24.0'
24.0'
93.9'
NEW PROPERTY LINE
10.0' ROW DEDICATION
10.5'
11.0'
5.0'6.0'
8.0'
36.0'
18.0'TYP.
18.0'TYP.
6.0'
25.0'
24.0'
28.1'
19.0'
20.0'
20.0'
32.0'
5.5'
24.0'
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C300
HORIZONTAL
CONTROL
AND
SURFACING
PLAN
NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
LEGEND:
BOLLARD PROTECTION
CHANGE IN CURB TYPE / END CURB
FC FLUSH CURB
IC INTEGRAL CURB
BC BARRIER CURB
STANDARD DUTY CONCRETE
HEAVY DUTY CONCRETE
HEAVY DUTY PAVING
STANDARD DUTY PAVING
X
1
C501
2
C501
3
C501
4
C501
4
C501
DUMPSTER ENCLOSURE
W/ ROOF (S2)
GENERATOR ENCLOSURE
W/ ROOF (S1)3
C501
1
C201
06/14/2020
T1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLFIRE SERVICE
FDC
WATER SERVICE
PIV
REMOVE EXISTING
HYDRANT
REMOVE EXISTING
HYDRANT
REMOVE EXISTING
HYDRANT
REMOVE EXISTING
HYDRANT
FIRE SERVICE
FDC
WATER SERVICE
PIV
6" SEWER - CONNECT TO TRENCH DRAIN
OIL/WATER SEPARATOR
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
VEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
8" PVC
6" PVC
8" PVC
6
"
PVC
12" DIP 12" DIP 12" DIP
12" DIP
12" DIP
12" DIP12"
D
I
P
12"
D
I
P
EXISTING FIRE STATION BUILDING
12" DIP
12" DIP6" DIP
DOMESTIC WATER METER
DOMESTIC WATER METER
DDCVA
DDCVA
DOMESTIC WATER METER12" DIP6" PVC
6" SEWER - CONNECT TO TRENCH DRAIN
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C400
UTILITIES
PLAN
NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
LEGEND
SANITARY SEWER MANHOLE
TWO-WAY SANITARY SEWER
CLEANOUT
CATCH BASIN TYPE-1
SANITARY SEWER PIPING
WATER PIPING
FIRE SERVICE PIPING
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
(FDC)
METER AS NOTED
POST INDICATOR VALVE (PIV)
GATE VALVE
BOLLARD
THRUST BLOCKING
FITTINGS AS NOTED
3
C502
DUMPSTER ENCLOSURE
W/ ROOF (S2)
GENERATOR ENCLOSURE
W/ ROOF (S1)
06/14/2020
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C500
NOTES
AND
DETAILS
CITY OF FEDERAL WAY GENERAL NOTES:
1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE
ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE
SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY
SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND
THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO
THE CITY OF FEDERAL WAY.
3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY
ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY
ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.)
5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD
BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00
A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS.
8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN
AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR.
9.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY.
10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL
NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE
REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS
PRIOR TO CONSTRUCTION.
11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE
EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE
CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS.
13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO
95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE
BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E.
THE AGGREGATE WILL BE 3/8-INCH MINUS.
14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
WSDOT 2-06.3.
15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC
WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH KCRS 8.03(B) 3.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY
OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY
THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC
FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE
WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY.
17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE.
19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL
NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR
CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR
STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE
PRECONSTRUCTION MEETING.
2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH
BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE
SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.
3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND
OUTSIDE.
4.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A
TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES
ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
5.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR
4-10.
6.ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO
PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES.
7.ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST
BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20%
PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS
AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE
USED.
8.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS
(STUB-OUTS). STUB-OUTS SHALL CONFORM TO THE FOLLOWING:
A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO
SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND
ANY OTHER SURFACE OR SUB-SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR
THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM".
THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE.
C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF
NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION.
D.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
THROUGH INDIVIDUAL LOTS.
E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL
STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE,
TELEVISION).
F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT
HOMEOWNER.
G.THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE.
CITY OF FEDERAL WAY DRAINAGE NOTES:
1.SEE LANDSCAPE PLANS FOR ADDITIONAL SITE FEATURES.
2.FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE DETAIL 3 ON SHEET C6.0.
3.ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009
DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
4.SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS
WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO LANDSCAPE PLANS FOR TOPSOIL AND
MULCH DEPTHS.
5.MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE
PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
6.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES.
CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR.
7.SEE SHEET C2.1 FOR CONSTRUCTION SEQUENCE NOTES.
8.FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES.
9.ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
10.ALL FOOTING DRAINS SHALL BE 6 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING DRAINS SHALL
CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 10 ON SHEET C6.1.
11.ROOF DRAIN LINES SHALL BE 8-INCH PIPE MINIMUM AT A MINIMUM 1 PERCENT SLOPE UNLESS OTHERWISE
INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST TO STORM DRAINS. ALL ROOF
DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN. PROVIDE AS-BUILTS TO OWNER. SEE
ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. SEE MECHANICAL PLANS FOR
EXACT LOCATION AND NUMBER OF ROOF LEADERS. STORM DRAIN CLEANOUTS PER DETAIL 9 ON SHEET C6.1.
DOWNSPOUT CONNECTION PER DETAIL 5 ON SHEET C6.3.
12.ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE.
GENERAL NOTES:
1
SIDEWALK
FEDERAL WAY STANDARD DETAIL 3-12
NOT TO SCALE
DWG. NO.
3-12SIDEWALK SECTION
2 NOT TO SCALE
SIDEWALK JOINTS
FEDERAL WAY STANDARD DETAIL 3-3
06/14/2020
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C501
NOTES
AND
DETAILS
LANDSCAPE ISLAND
9"
21"
6"
1 NOT TO SCALE
BARRIER CURB
CEMENT CONCRETE
CURB
CRUSHED SURFACING TOP
COURSE, MEETING WSDOT 9-03.9(3)
COMPACTED SUBGRADE 95% COMPACTION
HMA CLASS 1
2 INCH, PG
58-22, MEETING WSDOT
5-04
NOTES:
2% SLOPE (1/4" DROP PER 1')
VARIES2"
1/4" R6"**12"PAVEMENT
8"
4" CLASS 4000
CEMENT CONCRETE
6" COMPACTED
SUBGRADE
1.COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. SEE SPECIFICATIONS.
2.EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR AS SHOWN ON ARCHITECUTRAL PLANS.
**0" AT FLUSH CURB LOCATION FOR CURB RAMPS.
2 NOT TO SCALE
INTEGRAL CURB & SIDEWALK 3 NOT TO SCALE
CEMENT CONCRETE PAVEMENT4"CLASS 4000 CEMENT
CONCRETE PAVEMENT
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%.
IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE
REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
5.FOR HEAVY DUTY CONCRETE PAVEMENT CONTRACTION AND CONSTRUCTION JOINTS
PROVIDE SMOOTH DOWELS SPACED 18-INCHES O.C. THE DOWELS SHALL BE NO. 10 BAR
30-INCHES LONG.
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)4"COMPACTED
SUBGRADE TO 95%
#5 REBAR, 24" ON CENTER
SUBGRADE COMPACTED TO 95%
NOTE:
HMA CLASS 1/2 INCH, PG
64-22 OR PG 58H-22, PER
WSDOT 5-04
CRUSHED SURFACING
BASE COURSE, WSDOT
9-03.9(3). COMPACTED TO
95%
1.DEPTHS ARE COMPACTED THICKNESS
2.CONTRACTOR SHALL PROOF-ROLL SUBGRADES. YIELDING SUBGRADE SHALL BE
OVEREXCAVATED AND REPLACED WITH 6-INCHES OF GRAVEL BORROW MEETING WSDOT
9-03.14(1).
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF
YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
QUARRY SPALLS. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE
GEOTECHNICAL ENGINEER.
4"
6"
4 NOT TO SCALE
ASPHALT PAVEMENT
SELECT GRANULAR FILL, PER
WSDOT 9-03.9 OR 9-03.14.
2"
4"
6"6"
HEAVY DUTY PAVING
STANDARD DUTY PAVING
#5 REBAR, 24" ON CENTER
NON-SHRINK
GROUT
6'-0"
13/16" DIA
HOLES 3:1 SAND & CEMENT
GROUT 1" DEPTH
(2) #3 BARS
4"2 1/2"
8" MIN.
10" MAX.
(2) #6 BARS2" CLEARANCE
(TYP)18" MIN.6"
9"
12"
12"
5'
SOLID WHITE
4 MIL THINK
PAINTED
LINES
12"
WHITE ON BLUE
BACKGROUND
18"2" DIA. G.I.P. SCH 40 12"3"PROPOSED
GRADE 60"2.5'CONCRETE
8"MIN.4"MIN.NOTES:
1.VAN ACCESSIBLE SIGN ONLY FOR
VAN ACCESSIBLE STALL AS
INDICATED ON SHEET C4.0.
2.THE HEIGHT OF THE ACCESSIBLE
PARKING SIGNAGE SHALL BE
60-INCHES FROM THE BOTTOM OF
THE SIGN TO FINISH GRADE.8"8"3' - 8"10"10"2' - 0"
3' - 8"
3"2' - 4"TOTAL MARKING AREA = 13.44 SQ.FT.
WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT
PROVIDE PAINTED ACCESS PARKING SPACE
SYMBOL WITH BACKGROUND IN ALL ADA
ACCESSIBLE PARKING STALLS.
BLUE
NOTES:
1.PROVIDE "NO PARKING - FIRE LANE". LETTERING AT 50.0' INTERVALS.
2.CURBS SHALL BE PAINTED YELLOW ON TOP AND SIDE, EXTENDING
THE LENGTH OF THE DESIGNATED FIRE LANE.
3.SURFACES WITHOUT CURBS SHALL HAVE A YELLOW SX-INCH-WIDE
STRIPE PAINTED THE LENGTH OF THE DESIGNATED FIRE LANE.
NO PARKING - FIRE LANE
6" YELLOW STRIPE AT LOCATIONS
WHERE NO CURBS ARE PRESSENT
YELLOW LETTERING WITH
3" BRUSH STROKE
12"18"5 NOT TO SCALE
INTERNATIONAL SYMBOL OF ACCESS3"6 NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE DETAIL
7 NOT TO SCALE
FIRE LANE MARKING 8 NOT TO SCALE
PRECAST CONCRETE WHEELSTOP 9 NOT TO SCALE
CROSSWALK MARKINGS7"6"STANDARD DUTY CONCRETE
HEAVY DUTY CONCRETE
06/14/2020
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C502
NOTES
AND
DETAILS2'-10"4"TOP OF
R
A
I
L
NOSING
CONCRETE
RAMP
WEDGE VERT. IN
SLEEVE. DRYPACK
FULL WITH EXPANSIVE
GROUT.
3"x8" PIPE SLEEVE
@ EA. VERT. SUPPORT
1 1/2" O.D. STEEL PIPE.
ALL JOINTS WELD & GRIND
SMOOTH. STAINLESS STEEL
FABRICATION.
VERTICAL SUPPORTS
SPACED 5'-0"
ON-CENTER MAX.2'-10"1'- 3"2'-10"1'-0"
1'-0"
NOTES:
1.GRIND WELD JOINT SMOOTH.
2.HANDRAILS SHALL BE STAINLESS STEEL..
3.CLEARANCE BETWEEN HANDRAILS AND ADJACENT
STRUCTURES AND SURFACES SHALL BE 1.5 INCHES MINIMUM.
4.HANDRAILS AT BOTTOM OF STAIRWAY SHALL CONTINUE AT THE
SAME SLOPE FOR A DISTANCE LESS THAN ONE TREAD DEPTH.
FG
BOTTOM OF
STAIRS
R 4" TYP.
R 2" TYP.
R 1" TYP.4"1'-0"
TYP.
SEE DETAIL 1
C5.02
MAX.#4 REBAR, 24" ON CENTER
STORM SEWER
1"
STORM
CAST IRON RING AND LOCKING COVER
7-3/4"
15"
8-3/4"
7"
4"
1/8" RAISE - 1/2"
WIDE BORDER
9"
10"
5/8"
STORM SEWER
1"1'-0"
12"Ø
4-3/4"
2'-0"
DRILL AND TAP (SPLITTING
THE SEAM) SET MADE BOLT-
DOWN WITH 3/8" SS ALLEN-
HEAD BOLTS - 2 PLACES STORM
LETTERING
"STORM" FOR STORM CLEANOUT
"SEWER" FOR SANITARY SEWER CLEANOUT
1/2"
NOTES:
1.PIPE MATERIAL PER PLAN.
2.PIPE DIAMETER PER PLAN.
3.ABS TO PVC USE PVC
ADAPTOR OR FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
4.PVC TO CAST IRON OR
CONCRETE USE FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
PROVIDE
WATER
TIGHT PLUG
FIBRE JOINT
PACKING
45° (1/8) BEND
3000 psi CLASS C
CONCRETE (TYP)
SURFACE SEAL; NATIVE SOIL OR OTHER LOW
PERMEABILITY MATERIAL.
GRAVEL BACKFILL FOR DRAINS; WSDOT
STANDARD SPECIFICATIONS, SECTION
9-03.12(4),
FOUNDATION STRUCTURE
DRAIN PIPE; PERFORATED OR SLOTTED RIGID
PVC PIPE LAID WITH PERFORATIONS OR
SLOTS FACING DOWN; TIGHT JOINTED; WITH A
POSITIVE GRADIENT. DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE
BUILDING DOWNSPOUT DRAINS INTO FOOTING
LINE.
GEOTEXTILE FABRIC - FULLY ENCASE
WASHED PEA GRAVEL
6" MINIMUM DIA, 12"
MIN BELOW BASE OF
INTERIOR SLAB PER FOUNDATION DETAILS2" MIN
4" MAX
18" MIN
2" MIN
WASHED PEA
GRAVEL
PROPOSED
ROOF DRAIN
GEOTEXTILE
FABRIC
ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
4"FINISH GRADE
8" PVC
SCH 40 TYP.
2" MIN.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
FOOTING SUBDRAIN
1.00%
MIN.
8" PVC
CLEANOUT9
C6.1
PROVIDE
FITTINGS AS
REQUIRED.BUILDING
FOUNDATION SEE
STRUCTURAL
DETAILS
WALL
SEE STRUCTURAL DETAILS.
2.0'
4-3/4"
1.0'
2.0'
4-3/4"
1.0'
LANDSCAPE AREAS: SET TOPS
AT OR JUST ABOVE GRADE.
SIDEWALK AREAS: SET TOPS
OF CLEANOUTS BENEATH
UTILITY BOX WITH TRAFFIC
RATED, LOCKABLE LID SET
FLUSH WITH WALKWAY.
FLOW PLUG TO BE
SEALED IN SAME
MANNER AS MAIN
SEWER JOINTS
FLOW
SEE PLAN FOR DIAMETER
SIZE
CAST IRON RING
AND COVER PER
CLEANOUT DETAIL
GRAVEL BACKFILL FOR PIPE
ZONE BEDDING PER
W.S.D.O.T. 9-03.12, (3) 95%
COMPACTION
1.BACKFILL MATERIAL SHALL NOT HAVE
PARTICLE SIZE GREATER THAN 1"
WITHIN 6" OF THE PIPE OR THE
CONTRACTOR HAS THE OPTION TO USE
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING CONFORMING TO 9-03.12 (3).
BACKFILL PAVED AREAS AND
WITHIN R.O.W. CRUSHED
SURFACING BASE COURSE,
9-03.19 95% COMPACTION, 6"
MAXIMUM LIFTS.
PROVIDE NEAT, STRAIGHT LINE WHERE
MATCHING EXISTING PAVEMENT, TACK &
SEAL EDGES
EXISTING STRUCTURAL
SECTION
3" COMPACTED THICKNESS
ASPHALT CONCRETE PAVEMENT
- CLASS 1/2, PG58-22, WSDOT 5-04
FLEXIBLE
(CPEP, CMP, PVC)
RIGID
(D.I., CONC.)
NOTES:
1.5 X I.D. + 18"
24" MIN.
PIPE AS
SPECIFIED ON
PLAN OR
SPECS.
4" MIN.DIA.6"8" TYP
1 NOT TO SCALE
EXTERIOR HANDRAIL
2 NOT TO SCALE
HANDRAIL 3 NOT TO SCALE
TWO WAY SEWER CLEANOUT
4 NOT TO SCALE
CLEANOUT 5 NOT TO SCALE
DOWNSPOUT CONNECTION 6 NOT TO SCALE
PAVEMENT PATCHING AND TRENCH DETAIL
7 NOT TO SCALE
FOOTING DRAIN
06/14/2020
6"
6"
STORAGE DEPTH: C
Ø1" VENT HOLE ONE SIDE ONLY.
12.5"
STEPS INSIDE VAULT INSTALLED
Ø30" HS-20 RATED MANWAY ACCESS WITH DRILLED
IN STEPS/LADDER AND RISERS/GRADE RINGS AS
REQUIRED TO GRADE.
ELEV: E
ELEV: D
ELEV: B
ELEV: A
ELEV: F
12" CRUSHED SURFACING BASE
COURSE PER WSDOT 9.03-9(3),
COMPACTED TO 95%
20'
9" MIN COVER
FINISH GRADE
COMPACTED
SUBGRADE TO 95%
12"
8"
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R C503
NOTES
AND
DETAILS
MANHOLE TYPE 1
PLAN
6"ELBOW DETAIL
NOT TO SCALE
SCALE: 1"=2'MIN.16"MAX.12" OUTLET PIPE
PIPE SUPPORT(S): 3" X .090"2'-6" MIN.6"2'-0" MIN.ROUND SOLID COVER
WITH LOCKING BOLTS.
FRAME & LADDER OR
STEPS OFFSET.
STEPS OR LADDER
ELEV.= ____
MIN.4"MIN.__ Ø INLET PIPE
IE= ____
IE= ____
6"
MAX.
1'-0"2'-0" MIN.OVERFLOW
ELEV.= ____
RESTRICTOR PLATE
ORIFICE #1= ____ Ø
60" Ø
ORIFICE #2= ____ Ø
ORIFICE #3= ____"Ø
ELEV.= ____
RIM ELEV PER PLAN
RISER
12"__ Ø IN12" OUT
2' MIN.
2"Ø AIR VENT WHERE
NOTED ON PLAN
IE= ____
CONNECT TO DETENTION
TANK AS SHOWN ON
PLAN
REMOVABLE
WATER- TIGHT
COUPLING
MAX.
W.S.
A
D
E
F
G
K
J
H
C
B
ELEV.= ____B
ORIFICE #3= ____ ØC
6"
MAX.
ORIFICE #2= ____"Ø
REMOVABLE
WATER- TIGHT
COUPLING
E
ELEV.= ____D JINLET PROTECTION NOTES:
1. FILTERS SHALL BE REMOVED AND
CLEANED OR REPLACED AFTER EACH
STORM EVENT.
OVERFLOW (TO
BYPASS PEAK
STORM
VOLUMES)
SEDIMENT
ACCUMULATION
24"
GEOTEXTILE
FABRIC
48"36"
RETRIEVAL
STRAP
ADAPTER
SKIRT
CATCH
BASIN
1 NOT TO SCALE
CONTROL STRUCTURE MANHOLE
3 NOT TO SCALE
CATCH BASIN SEDIMENT INSERT
4" MINIMUM DIAMETER DRAIN PIPE,
PERFORATED PVC LAID WITH
PERFORATIONS FACING DOWN;
TIGHT-JOINTED; WITH POSITIVE GRADIENT.
DO NOT USE FLEXIBLE CORRUGATED PIPE.
DO NOT TIE BUILDING DOWNSPOUT DRAINS
INTO FOODING LINE.
8"
GUARDRAIL
LANDSCAPE,
SEE SITE PLAN
3"
18"
FINISH GRADE
(FG) PER PLAN
TOP OF WALL
(TW) PER PLAN
FINISH GRADE
(FG) PER PLAN
1-1/2"
CLR (TYP)
STEP FOOTING AS REQ'D IN
1'-0" INCREMENTS
8" THICK CIP WALL
(TYP) - CHAMFER
CORNERS 12" (TYP)
GRAVEL BACKFILL FOR DRAINS PER
WSDOT STANDARD SPECIFICATION
9-03.12 (4)CONCRETE RETAINING WALL,
SEE STRUCTURAL
2 NOT TO SCALE
RETAINING WALL DETAIL
1.PIPE SIZES AND SLOPES: PER PLANS.
2.THE VERTICAL RISER STEM OF THE
RESTICTOR/SEPARATOR SHALL BE THE
SAME DIAMETER AS THE HORIZONTAL
OUTLET PIPE, WITH 12" MINIMUM
DIAMETER.
3.ACCESS OPENING SHALL BE CLEARLY
MARKED WITH OSHA CONFINED SPACE
WARNING.
NOTES:
4 NOT TO SCALE
TYPICAL CONCRETE DETENTION VAULT CROSS SECTION
BASIN 1 BASIN 2
A 319.50 326.27
B 320.00 326.77
C 7.71'5.94'
D 327.71 332.71
E 328.21 333.21
F 329.25 334.25
BASIN 1 BASIN 2
A 327.65 326.27
B 325.38 NONE
C 1.15"NONE
D 324.40 NONE
E 0.50"NONE
F 320.00 483.50
G 0.60"0.71"
H 320.00 483.50
J 36"36"
K NONE NONE
06/14/2020
WETLAND TREES TO REMAIN, TYP.(CRITICAL AREA TREES NOTINCLUDED IN TREE UNIT TOTAL)TREES IN ADJACENT TO NEWRIGHT OF WAYIMPROVEMENTS TO BEREMOVEDR.O.W. DEDICATION LINETREES TO BE REMOVED IN PROPOSEDBUILDING AND PAVING AREAS, TYP.TREES TO BE REMOVED IN ORADJACENT TO PROPOSED REGRADINGAREAS, TYP.WETLAND BUFFERWETLAND BUFFERPROPOSED RETAINING WALL, SEE CIVILPROPERTY LINEPROPERTY LINE2314567891011121314151617181920212223242526282930323133343536373938404142434546474850515253494454555659586057616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117302122123126121118124125119120127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263265264266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301303TT304305306HEADQUARTERSADMINISTRATION BUILDING B1VEHICLE STORAGEBUILDING B2EXISTING WATERSHOPBUILDING B4EXISTING BUILDING1ST AVENUE SOUTHBUILDING B32ND AVENUE SOUTHWESTLEGENDEXISTING TREES TO REMAINNOTES1.SEE L001 FOR TREE PROTECTION FENCE DETAIL AND TREE SCHEDULE.2.SEE L100 FOR PLANTING PLANS.AMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S NGRAPHIC SCALE0501001" = 50 FEET25L000TREERETENTIONPLANEXISTING TREE UNITSEXISTING TREES TO REMAINNUMBER OF TREESTREE UNITS1"-6" DBH (1 TREE UNIT EACH)13 TREES13 UNITS6"-12" DBH (1.5 TREE UNITS EACH)20 TREES30 UNITS12"-18" DBH (2 TREE UNITS EACH)14 TREES28 UNITS18"-24" DBH (2.5 TREE UNITS EACH)40 TREES100 UNITS>24" DBH (3 TREE UNITS EACH)57 TREES171 UNITSTOTAL144 TREES TOTAL342 UNITS TOTALTREE PRESERVATION CODE COMPLIANCECODEREQUIREDPROVIDED19.120.130(3) GROSS SITE ACREAGE (-CRITICAL AREAS AND STREETS) *REQUIRED TREE UNITS PER ACRE(12 ACRE SITE AREA -(0.22ACRERS OF WETLAND+0.15ACRES NEW STREET+0.11ACRES NEW R.O.W.DEDICATION))* 25 TREE UNITSPER ACRE IN RS ZONE=288TREE UNITS329 EXISTING TREE UNITS TOREMAIN +94 REPLACEMENTTREE UNITS =423 TREE UNITSREPLACEMENT TREE UNITSPROPOSED TREESNUMBER OF TREESTREE UNITSSMALL CANOPY (0.5 TREE UNITS)0 TREES0 UNITSMEDIUM CANOPY (1 TREE UNIT)94 TREES94 UNITSLARGE CANOPY (1.5 TREE UNITS)0 TREES0 UNITSTOTAL94 TREES94 UNITSCRITICAL ROOT ZONESPECIES AND DBHEXISTING TREES TO BE REMOVEDCRITICAL AREATREE PROTECTION FENCE1L00106/12/2020
AMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S L001TREERETENTIONPLANELEVATIONFENCING/ROOT PROTECTION1.FENCING TO BE PROVIDED AND MAINTAINED AS SHOWN ON TREE RETENTION PLAN.2.TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING ANDCONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL ACCEPTANCE.3.ALL BRUSH CLEANUP WITHIN DRIP LINE SHOULD BE COMPLETED BY HAND TOPREVENT DISTURBANCE OF NATIVE GROUND COVERS.4.NO WIRES, CABLES, OR OTHER DEVICES SHALL BE ATTACHED TO PROTECTEDTREES DURING CONSTRUCTION.5.CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONALINFORMATION.TRENCHING/EXCAVATIONCRITICAL ROOT ZONE1.NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION AND APPROVALOF METHODS TO MINIMIZE ROOT DAMAGE.DRIP LINE1.LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN DRIPLINE.2.NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREAS, SUCH ASMATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING OR WASHING.3. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVAL BY LANDSCAPEARCHITECT.FEEDER ROOT ZONE1.OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECTTO LANDSCAPE ARCHITECT'S APPROVAL.2.MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT. SURFACE PROTECTION*MEASURES MAY BE REQUIRED.3.LIMIT ANY DISTURBANCE TO MAXIMUM 1/3 OF FEEDER ROOT ZONE.4.IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HANDEXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST.5.USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TOPROTECT FEEDER ROOTS.*SURFACE PROTECTION MEASURES6-8" MULCH LAYER, 3/4"PLYWOOD, OR STEEL PLATESSEE TREE PROTECTION PLAN.1' FOR EVERY " OF DBH, MIN.5'-0"CRITICAL ROOT ZONEDIA=1/2XFEEDER ROOT ZONEWOOD POST 8' OCMAX SPACING.INSTALL AT A MIN.OF 2'-0" BELOWGRADE.TEMPORARY CHAINLINK FENCETREE PROTECTION3/16" = 1'-0"DIA=2XSIGN TO READ, "TREEPROTECTION FENCE –NOSOIL DISTURBANCE,PARKING, STORAGE,DUMPING, OR BURNINGOF MATERIALS ISALLOWED WITHIN THETREE PROTECTIONFENCE."1P-2018-LAK1-73TREES TO BE REMOVEDTREES TO BE RETAINED#TREE ID #TYPEDBH1U24"Unknown25"2U10"Unknown10"3U10"X2Unknown - MultiStem10"4U10"Unknown10"5U28"Unknown28"6U26"Unknown26"7S12"Spruce12"8F30"Fir30"9F30"Fir30"10CW12"Cottonwood12"11F22"Fir22"12U12"Unknown12"13U10"Unknown10"16M12"Maple12"17M12"Maple12"18M12"Maple12"19M10"Maple10"20M10"Maple10"54U16"Unknown16"55U26"Unknown26"56U24"Unknown24"57U24"Unknown24"58U22"Unknown22"59U24'Unknown24"60U22"Unknown22"61U18"Unknown18"62U22"Unknown22"63U18"Unknown18"64A24"Alder24"65A24"Alder24"66F6"Fir6"67H24"Dead24"118M20"Maple20"120F24"Fir24"121M30"Maple30"122F12"Fir12"123F12"Fir12"124U12"Unknown12"125CW10"Cottonwood10"126U12"Unknown12"127CW10"Cottonwood10"128CW10"Cottonwood10"129CW10"Cottonwood10"130CW12"Cottonwood12"131CW12"Cottonwood12"132P20"Pine20"133P18"Pine18"134P22"Pine22"135P22"Pine22"191U16"Unknown16"192U14"Unknown14"193F12"Fir12"194M18"Maple18"195U12"Unknown12"196M20"Maple20"197U12"Unknown12"198U12"Unknown12"199U12"Unknown12"200U14"Unknown14"201U16"Unknown16"202M12"Maple12"203F12"Fir12"204CW10"Cottonwood10"205C210"Cottonwood10"206U12"Unknown12"207F12"Fir12"208U16"Unknown16"209U16"Unknown16"210U12"Unknown12"211U12"Unknown12"212CW10"Cottonwood10"213CW10"Cottonwood10"214F16"X5Fir multi-stem16"215U18"Unknown18"216F16"Fir16"217U10"Unknown10"218U12"Unknown12"219U16"Unknown16"220CW10"Cottonwood10"221CW10"Cottonwood10"222CW10"Cottonwood10"223U10"Unknown10"224CW10"Cottonwood10"225CW10"Cottonwood10"226CW10"Cottonwood10"227CW10"Cottonwood10"228CW10"Cottonwood10"229CW10"Cottonwood10"230CW10"Cottonwood10"231CW10"Cottonwood10"232CW10"Cottonwood10"233F12"X3Fir multi-stem12"234F20"Fir20"235F12"Fir12"236U12"Unknown12"237u18"Unknown18"238U16"x2Unknown-Multistem16"239f22"Fir22"240F20"Fir20"241F12"Fir12"242f24"Fir24"243F12"Fir12"244F12"Fir12"245F8"Fir8"246M16'Maple16"247U12"Unknown12"248F18"Fir18"249F12"Fir12"250F8"Fir8"251U18"Unknown18"252F14"Fir14"253F12"Fir12"254F8"Fir8"255F22"Fir22"256U12"Unknown12"257F16"Fir16"258F12"Fir12"259F30"Fir30"260F16"Fir16"261F14"Fir14"262F24"Fir24"263F12"Fir12"264F12"Fir12"265F20"Fir20"266F26"Fir26"267F14"Fir14"284f16"Fir16"285f24"Fir24"286U30"Unknown30"289M28"Maple28"290U28"Unknown28"295U16" x4Unknown-Multistem16"296F18"Fir18"297U18"Unknown18"302U12"Unknown12"303F20"Fir20"304F18"Fir18"305F32"Fir32"306F24"Fir24"#TREE ID #TYPEDBH(INCHES)TREE UNITCLASS14C16Cedar16215M14Maple14221F28Fir28322F30Fir30323F28Fir28324F28Fir28325F30FIR30326F10Fir101.527F32Fir32328F32Fir32329F18Fir18230F32Fir32331F28Fir28332F28Fir28333F28Fir28334F30Fir30335F24Fir242.536F24Fir242.537F22Fir222.538F28Fir28339F32Fir32340F40Fir40341F20Fir202.542F38'Fir38343F38Fir38344F34Fir34345f26Fir26346F14Fir14247F32Fir32348F22Fir222.549F28Fir28350F30Fir30351F30Fir30352F20Fir202.553F36Fir36368S12Spruce121.569S12Spruce121.570S12Spruce121.571S12Spruce121.572S12Spruce121.573S12Spruce121.574S28Spruce28375F22Fir222.576F22Fir222.577F22Fir222.578F22Fir222.579MAD12Madrona121.580F20Fir202.581F20Fir202.582F20Fir202.583F22Fir202.584F20Fir202.585F26Fir26386F26'Fir26387F22Fir222.588F26Fir26389F22Fir222.590F30'Fir30391F12Fir121.592F22Fir222.593F24Fir242.594F22Fir222.595F20Fir202.596S4Spruce4197JM6Japanese Maple6198F24Fir242.599M12Maple121.5100S6Spruce61101S14Spruce142102JM8Japanese Maple81103P8Pine81104F24Fir242.5105F26Fir263106F38Fir383107F22Fir222.5108F24Fir242.5109F20Fir202.5110F12Fir121.5111F26Fir263112F30Fir303113F36Fir363114F36Fir363115F38Fir383116F28Fir283117F16Fir121.5119A20Alder202.5136A4Alder41137A4Alder41138A4Alder41139A4Alder41140A4Alder41141A4Alder41142A4Alder41143A4Alder41144A4Alder41145F28Fir283146F10Fir101.5147F24Fir242.5148F24Fir242.5149MAD20Madrona202.5150F16Fir162151F26Fir263152F36Fir363153F26Fir263154F30Fir303155F30Fir303156F30Fir303157P8Pine81158F14Fir142159F40Fir403163F18Fir182164F26Fir263165F26Fir263166F24Fir242.5167F20Fir202.5168F30Fir303169F30Fir303170F30Fir303171F12Fir121.5172F22Fir222.5173F28Fir283174F32Fir323268F30Fir303269F28Fir283270RH6Rhododendron61271F30Fir303272U16Unknown162273M18Maple182274U24Unknown242.5275F22Fir222.5276U16Unknown162277CW16Cottonwood162278U28Unknown283279F14Fir142280F20Fir202.5281F20Fir202.5282F18Fir182283F18Fir182287F24Fir242.5288F22Fir222.5291U22Unknown222.5292U36Unknown363293u12Unknown121.5294u12Unknown121.5298U12Unknown121.5299U36Unknown363300U24Unknown242.5301F10Fir101.5TOTAL349.506/12/2020
448'-0" TYPE I LANDSCAPING- SOLID SCREEN- PER FWRC 19.125.070(b)638'-0" TYPE I LANDSCAPING- SOLID SCREEN- PER FWRC 19.125.070(b)WALL, SEE CIVILHEADQUARTERSADMINISTRATION BUILDING B1VEHICLE STORAGEBUILDING B2EXISTING WATERSHOPBUILDING B4EXISTING BUILDINGLAWNLAWNBUFFERWETLANDCRITICALAREABIOSWALE,SEE CIVILPROPERTY LINELIMIT OF WORK LINE20'-0"20'-0"TREE OMITTED OVERSTORMWATER VAULTTREE RELOCATED OFF OFSTORMWATER VAULTSTORMWATERVAULT,TYP., SEE CIVIL2' STRIP OF LOW PLANTING ALONG CURB, TYP.BENCHBIKE RACKFLAG POLESBIKE RACKSBENCHESBUILDING B3FLAGPOLELAWNFENCE, TYP., SEE ARCHLANDSCAPERESTORATIONEXISTINGFENCE, TYP.FENCE, TYP., SEE ARCHWATER FEATUREEXISTING PARKINGPROPOSEDPARKINGTREE IN FILTERRA PLANTER, SEE CIVILTREE IN FILTERRA PLANTER, SEE CIVILLAWNLAWNPROPOSEDPARKINGPROPOSEDPARKING325SF PARKING ISLAND140SF PARKING ISLAND140SF PARKING ISLAND245SF PARKING ISLAND, ONE TREE OMITTED OVER UTILITIES223SF PARKING ISLAND139SF PARKING ISLAND215SF PARKING ISLAND264 PARKING ISLAND147SF PARKING ISLAND213SF PARKING ISLAND- 1 TREEOMITTED OVER UTILITIES199SF PARKING ISLAND203SF PARKING ISLAND369SF PARKINGISLAND190SF PARKING ISLAND252SF PARKING ISLAND81SF PARKING ISLAND150 SF PARKING ISLAND117SF PARKING ISLAND150 SF PARKING ISLAND128SF PARKING ISLAND160SF PARKING ISLANDTREE IN FILTERRA122SF PARKING ISLANDGENERATOR ENCLOSURE (S1), SEEARCH.NOT ABUTTING RESIDENTIALPROPERTY LINE, NO LANDSCAPESCREENING REQUIREDDUMPSTER ENCLOSURE (S2), SEEARCH.NOT ABUTTING RESIDENTIALPROPERTY LINE, NO LANDSCAPESCREENING REQUIREDBUFFER-PLANTING PERWETLANDREPORT, TYP.NOTES1.SEE L101 FOR PLANTING NOTES AND PLANT SCHEDULE.2.SEE L102 FOR LANDSCAPE DETAILS.3.SEE L200 FOR IRRIGATION PLAN.AMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S NGRAPHIC SCALE030601" = 30 FEET15L100PLANTINGPLANMATCH LINE - SEE SHEET L101OVERHANG, TYP.LEGENDEXISTING TREES TO REMAINWETLAND CRITICAL AREACONCRETE PAVING, SEE CIVIL06/12/2020
T54'-0" 10' WIDE TYPE IIILANDSCAPE- VISUALBUFFER PER FWC19.125.060(2)383'-8" SETBACK TYPE III LANDSCAPE- VISUAL BUFFER PERFWRC 19.125.070(5)(A), R.O.W. PER DEVELOPMENTSTANDARDS MANUAL 3.5.1BUFFER-PLANTING PERWETLANDREPORT, TYP.1ST AVENUE SOUTHWETLANDBUFFERWETLANDPROPERTY LINELAWN35'-0", TYP.5'-6"STREET TREE, TYP.7L1026L102TREE IN FILTERRA, TYP. SEE CIVILLIMIT OF WORKWALL, SEE CIVILAMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S NGRAPHIC SCALE030601" = 30 FEET15L101PLANTINGPLANANDSCHEDULEMATCH LINE - SEE SHEET L100GENERAL LANDSCAPE NOTES1.TOPSOIL DEPTH: 4" TOPSOIL IN LAWN AREA, 18" IN TREE AND SHRUB AREAS. SEE SPECIFICATIONSFOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES,SOIL AMENDMENTS, FERTILIZERS ANDWARRANTIES.2.3" SHREDDED BARK MULCH TO BE APPLIED TO ALL SHRUB AND GROUNDCOVER AREAS.3.PLANTING SHALL CONFORM TO ALL FEDERAL WAY CODE REQUIREMENTS, INCLUDINGPRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.4.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.5.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS ANDNOTES.6.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANYPLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUALNUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTORSHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANSAND ESTIMATING GROUNDCOVER QUANTITIES.7.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBSAND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTEDGROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OFALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING ANDGUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIRARRIVAL AT THE SITE.8.SEE SHEET L102 FOR LANDSCAPE DETAILS.9.SEE SHEET L200FOR IRRIGATION.CODE COMPLIANCE TABLECODEREQUIREDPROVIDEDFWRC 19.125.070 (2)(a)(i)(B)22 SF OF PARKING LOTINTERNAL LANDSCAPING PERPARKING STALL: 22 SF*166STALLS= 3212SF4403SF PROVIDEDFWRC 19.125.040[6]25% DROUGHT TOLERANTSPECIES: TOTAL LANDSCAPEDAREAX0.25=REQUIREDDROUGHT TOLERANTAREA=98,659SF*0.25=24,665SF78,667SF PROVIDEDFWRC 19.125.040.BUILDING WALLS ARE NOTBLANK. SEE ARCH.* SIZES PER CODE*************TREESCODEBOTANICAL NAMECOMMON NAMESIZEQTYEVERGREEN TREE49PICEA OMORIKASERBIAN SPRUCE6` HT16PINUS CONTORTASHORE PINE6` HT17PSEUDOTSUGA MENZIESIIDOUGLAS FIR6` HT16DECIDUOUS TREE41ACER TRUNCATUM `PACIFIC SUNSET` TMPACIFIC SUNSET MAPLE1.5" CAL10LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` TMROUND-LOBED SWEET GUM1.5" CAL10MAGNOLIA X `GALAXY`GALAXY MAGNOLIA1.5" CAL10PARROTIA PERSICA `VANESSA`PERSIAN PARROTIA1.5" CAL10STREET TREE10CARPINUS BETULUSEUROPEAN HORNBEAM1.5" CAL5TILIA CORDATALITTLELEAF LINDEN1.5" CAL5SHRUBSCODEBOTANICAL NAMECOMMON NAMESIZEQTYLARGE SHRUB158ARBUTUS UNEDOSTRAWBERRY TREE SHRUB24" HT MIN.40ARBUTUS UNEDO `COMPACTA`DWARF STRAWBERRY TREE24" HT MIN.40MYRICA CALIFORNICAPACIFIC WAX MYRTLE24" HT MIN.40RIBES SANGUINEUM `WHITE ICICLE`WHITE ICICLE FLOWERING CURRANT24" HT MIN.40SMALL SHRUB12GAULTHERIA SHALLONSALAL2 GAL4MAHONIA AQUIFOLIUM `COMPACTA`COMPACT OREGON GRAPE2 GAL4PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON LAUREL2 GAL4GROUND COVERSCODEBOTANICAL NAMECOMMON NAMESIZESPACINGQTYLAWN23,020 SF-23,020 SFBIOSWALE MIX6,878 SFCAREX OBNUPTASLOUGH SEDGE4" POT12" o.c.1,001CORNUS SERICEA `KELSEYI`KELSEYI DWARF REDTWIG DOGWOOD1 GAL36" o.c.112IRIS DOUGLASIANA `PACIFIC COAST HYBRIDS`PCH IRIS4" POT18" o.c.477JUNCUS PATENS `ELK BLUE`SPREADING RUSH1 GAL18" o.c.477JUNCUS TENUISPOVERTY RUSH4" POT12" o.c.1,001SCIRPUS ACUTUSHARDSTEM BULRUSH4" POT18" o.c.445SCIRPUS MICROCARPUSSMALL-FRUITED BULRUSH4" POT18" o.c.445SHRUBS AND GROUNDCOVER36,649 SFARCTOSTAPHYLOS UVA-URSIKINNIKINNICK1 GAL24" o.c.953FRAGARIA CHILOENSIS `LIPSTICK`BEACH STRAWBERRY4" POT24" o.c.953GAULTHERIA SHALLONSALAL12-18" HT36" o.c.424LIRIOPE MUSCARI `BIG BLUE`BIG BLUE LILYTURF1 GAL18" o.c.1,693MAHONIA AQUIFOLIUM `COMPACTA`COMPACT OREGON GRAPE18-24" HT36" o.c.424MAHONIA REPENSCREEPING MAHONIA12-18" HT24" o.c.953POLYSTICHUM MUNITUMWESTERN SWORD FERN1 GAL36" o.c.424PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON LAUREL12-18" HT36" o.c.424RIBES SANGUINEUMRED FLOWERING CURRANT5 GAL72" o.c.106RUBUS CALYCINOIDES `EMERALD CARPET`EMERALD CARPET CREEPING BRAMBLE1 GAL36" o.c.424WETLAND BUFFER29,917 SFSEE WETLAND REPORT FOR PLANTING-29,917 SFPLANT SCHEDULE****LEGENDEXISTING TREES TO REMAINWETLAND CRITICAL AREACONCRETE PAVING, SEE CIVIL06/12/2020
AMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S L102LANDSCAPEDETAILSROOTBALL1" = 1'-0"REMOVE WIRE BASKET (NOEXCEPTIONS) AND ANYOTHER SYNTHETIC MATERIALFROM ROOTBALL. CUT BACKAND REMOVE BURLAP FROMTOP AND SIDE OF ROOTBALL.SET BALL ON COMPACTEDSOIL MOUND TO PREVENTSETTLING.NOTES:1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BEREJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH.2.REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THECONTRACTOR'S EXPENSE.3.REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNKFLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLAREPRIOR TO PLANTING.4.PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING.TRUNK FLAREBOTTOM OF TRUNK FLARE.LOCATE BOTTOM OF TRUNK FLARE 1" MIN.ABOVE ADJACENT FINISH GRADE.1" MIN.ROOTBALL MULCH LAYER, HOLD OFFFROM TREE TRUNKFINISH GRADEP-2018-LAK1-711ROOTBALLNOTE:1.TREES NOT PLANTED IN CONFORMANCEWITH THIS DETAIL WILL BE REJECTED BYTHE LANDSCAPE ARCHITECT.REPLACEMENT OF REJECTED TREESWILL BE DONE AT THE CONTRACTOR'SEXPENSE.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINSTTRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADEBELOW ROOTBALL TO REDUCESETTLING.3X ROOTBALLAT TIME OF PLANTING, TRIMDAMAGED BRANCHES.DECIDUOUS TREE PLANTING3/8" = 1'-0"DRIVE STAKES 6"-12" INTOUNDISTURBED SOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIE MATERIALSET LOOSE TO ALLOW FORTRUNK GROWTHSTAKE TREE WITH TWO 2"X2"X8'STAKES SPREAD ACROSS FROMEACH OTHER1L1022P-2018-LAK1-70NOTES:1.TREES NOT PLANTED IN CONFORMANCE WITH THISDETAIL WILL BE REJECTED BY THE LANDSCAPEARCHITECT. REPLACEMENT OF REJECTED TREES WILLBE DONE AT THE CONTRACTOR'S EXPENSE.2.PLANTING INCLUDES REMOVAL OF STAKES ONE YEARAFTER INSTALLATION.3"-4" HIGH WATERING RINGSCARIFY SIDES OF PLANTING PIT3" MULCH. NO MULCH AGAINST TRUNKBACKFILL WITH EXISTING SOILDO NOT DISTURB SUBGRADE BELOWROOTBALL TO REDUCE SETTLING.3X ROOTBALLAT TIME OF PLANTING,TRIM DAMAGEDBRANCHES.CONIFER TREE PLANTING W/ STAKE3/8" = 1'-0"DRIVE STAKES 6"-12"INTO UNDISTURBEDSOIL BELOWROOTBALLDRIVE STAKES ATROOTBALL EDGEAPPROVED TREE TIEMATERIAL SET LOOSETO ALLOW FORTRUNK GROWTHSTAKE TREE WITHTWO 2"X2"X8' STAKESSPREAD ACROSSFROM EACH OTHER.ROOTBALL3P-2018-LAK1-01SHRUB PLANTINGNTS3" MULCH.NO MULCH AGAINST THEBASE OF THE PLANTBACKFILL WITH EXCAVATED SOILREMOVE BURLAP FROM TOPAND SIDES OF ROOT BALL DOWNINTO GROUND. SET TOP OF BALLFLUSH WITH FINISH GRADE.SCARIFYSIDES OFPLANTING PITLOOSEN / PULL OUT ROOTSFROM CONTAINER GROWNPLANTS5P-2018-LAK1-02NOTE:1.ALL GROUNDCOVER TO BE PLANTEDAT EQUAL TRIANGULAR SPACING PERO.C. SPACING ON LEGEND.2X ROOTBALL3" OF MULCH.NO MULCH AGAINSTTHE BASE OF THEPLANTBACKFILL WITHEXCAVATED SOIL.WATER THOROUGHLY.GROUNDCOVER PLANTING PLANSPACINGAS SPECIFIED12" MINFROM CURBSPACING X .86 FORTRIANGULAR PATTERNGROUNDCOVER PLANTING1/2" = 1'-0"4P-2018-LAK1-66FEDERAL WAY STREET TREE PLANTING1" = 1"7FEDERAL WAY STREET TREE LAYOUT1" = 1"606/12/2020
HEADQUARTERSADMINISTRATION BUILDING B1VEHICLE STORAGEBUILDING B2EXISTING WATERSHOPBUILDING B4EXISTING BUILDINGLAWNLAWNBUFFERWETLANDCRITICALAREABIOSWALE,SEE CIVILPROPERTY LINELIMIT OF WORK LINEBUILDING B3LAWNEXISTING PARKINGPROPOSEDPARKINGLAWNLAWNPROPOSEDPARKINGPROPOSEDPARKINGBUFFER-PLANTING PERWETLANDREPORT, TYP.IRRIGATION POINT OF CONNECTIONNOTES1.SEE L1.1 FOR PLANTING NOTES AND PLANT SCHEDULE.2.SEE L1.2 FOR LANDSCAPE DETAILS.AMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S NGRAPHIC SCALE030601" = 30 FEET15L200IRRIGATIONPLANMATCH LINE - SEE SHEET L201LEGENDPERMANENT UNDERGROUND AUTOMATIC IRRIGATION COVERAGEEXISTING TREES TO REMAINWETLAND CRITICAL AREACONCRETE PAVING, SEE CIVIL06/12/2020
T1ST AVENUE SOUTH1ST AVENUE SOUTHBUFFER-PLANTING PERWETLANDREPORT, TYP.1ST AVENUE SOUTHWETLANDBUFFERWETLANDPROPERTY LINELAWNSTREET TREE, TYP.7L1026L102TREE IN FILTERRA, TYP. SEE CIVILLIMIT OF WORKWALL, SEE CIVILAMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design group06.15.20a18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTKnow what'sbelow.before you dig.CallRCivil EngineersStructural EngineersLandscape ArchitectsCommunity PlannersNatural Resource EcologistsLand SurveyorsNeighborsT A C O M ATELFAXwww.ahbl.comWEB1200 6th Avenue, Suite 1620 Seattle, WA 98101206.267.2425TEL206.267.2429FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S NGRAPHIC SCALE030601" = 30 FEET15L201IRRIGATIONPLANMATCH LINE - SEE SHEET L200NOTES1.SEE L1.1 FOR PLANTING NOTES AND PLANT SCHEDULE.2.SEE L1.2 FOR LANDSCAPE DETAILS.LEGENDPERMANENT UNDERGROUND AUTOMATIC IRRIGATION COVERAGEEXISTING TREES TO REMAINWETLAND CRITICAL AREACONCRETE PAVING, SEE CIVIL06/12/2020
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8 LINES
16 LINES16 LINES
12" CPPIE=335.85VERT 4" IP12" CMPIE=330.0512" CMPIE=329.8512" CMPIE=329.64STMH 1070 RIM=327.0812" CMP ELBOW SE IE=319.3412" CMP NW IE=319.28LADDER SSTMH 10714RIM=327.50UNABLE TO SEESIDES OFSTRUCTURELADDER SE36" CMPIE=319.534" CPPIE=320.72STCB 2694 RIM=337.716" PVC E IE=335.79STCB 2446 RIM=337.756" PVC E IE=335.74STCB 2276 RIM=337.756" PVC E IE=335.79STCB 2277 RIM=337.746" PVC E IE=335.82STCB 2610 RIM=336.7424" CMP S IE=332.7324" CMP NW IE=332.76LADDER NESTCB 2375 RIM=336.91STORM RETENTION SYSTEMPOSSIBLE 24" CMP N-SBOTTOM=332.21FULL OF WATERLADDER ESTCB 21133 RIM=335.728" CMP E IE=330.926" CMP S IE=331.528" CMP NW IE=331.22STCB 2384 RIM=336.508" CMP N IE=333.408" CMP SE IE=333.45STCB 2322 RIM=336.6324" CMP N IE=331.6212" CMP SW IE=331.56LADDER SESTCB 2234 RIM=337.2812" PVC NE IE=660.6612" PVC SW IE=330.788" PVC NW IE=331.13STCB 2823 RIM=340.628" PVC E IE=336.128" PVC W IE=336.14STCB 3832 RIM=339.186" PVC N IE=336.546" PVC E IE=336.598" PVC W IE=336.48STCB 4095RIM=341.846" PVC OWS STOP=340.85FULL OF DIRTSTCB 4001RIM=341.194" PVC EIE=339.966" PVC OWS STOP=340.19STCB 3881 RIM=338.986" PVC N IE=336.924" PVC E IE=336.966" PVC OWS WTOP=337.92STCB 3782 RIM=339.37NO VISIBLE PIPESFULL OF DIRTSTCB 3626 RIM=337.70NO VISIBLE PIPESFULL OF DIRTSTCB 2134 RIM=335.108" CMP NE IE=330.508" CMP SW IE=330.356" CMP NW IE=330.95STMH 2488 RIM=334.6012" CMP E IE=328.6016" CMP OVERFLOW WTOP=328.95LADDER SSTCB 2495 RIM=334.7012" CMP SE IE=330.90STCB 2971 RIM=337.2324" CMP SE IE=333.5318" CMP W IE=334.13BULLETIN BOARDLAKEHAVENUTILITY DISTRICTSIGN15MPHYIELDDO NOTENTERFRENCH LAKEDOG PARK SIGNKIOSKWASTE OILPICKUP BOXTWWWPPPPPWHBWWHBHBYDDEMOLISH
ADMINISTRATION
BUILDING
EXISTING
FIRE STATION
BUILDING
DEMOLISH
LAKEHAVEN
CENTER
BUILDING
EXISTING
MAINTENANCE
BUILDING
PARCEL 1
0721049017
524,026 SF
12.02 ACRES
PARCEL 2
0721049014
407,721 SF
9.36 ACRES
PARCEL 3
0721049010
86,934 SF
2.0 ACRES
405.67'618.44'658.33'
658.36'
84.58'99.09'10.76'150.78'97.62'253.60'199.02'269.67'253.55'659.26'98.80'EXISTING WATERSHOP
BUILDING B4
250'x60'
WELL (E)
#32
WELL (E)
#34
WELL (E)
#33
WETLAND (E)
MONITORING WELL (E)
SITE DEMOLITION AREA
(HATCHED)
UNDISTURBED AREA
(FUTURE WELLS)
WETLAND BUFFER37'-6"37'-6"ABBREVIATIONS:
(D) - DEMOLITION
(R) - RELOCATE
(E) - EXISTING TO REMAIN
(S) - SALVAGE
WELL (E)STORM DETENTION POND (D)
GENERATOR (S)
FILTRATION EQUIPMENT (E)
PARKING LOT (E)
PARKING LOT (E)
GATE (D)
FLAGPOLE (R)
GATE (D)
SIGN (D)
CELL
TOWER (E)
2nd AVENUE SOUTHWEST
1st AVENUE SOUTH
GARDEN (E)
TREE PROTECTION AREA
(HATCHED)
WETLAND BUFFER
CHAINLINK FENCE (D)
CHAINLINK FENCE (D)
PROJECT LIMITS
CHAINLINK FENCE (D)
FRENCH LAKE OFF-LEASH DOG PARK (E)50'-0"TREE PROTECTION AREA
5' SETBACK LINE 5'-0"5'-0"TREE PROTECTION AREA
(HATCHED)
OFF-SITE FRONTAGE DEMOLITION
(HALF STREET)40'-0"R.O.W. DEDICATION LINE
10'-0"DEMOLISH PAVEMENT
AND CURB 32'-0"20'-0"36'-0"
36'-0"
PROJECT LIMITS
SYMBOL AND TEXTDESCRIPTION
DEMOLITION LEGEND
(E) = existing
WETLAND BUFFER LINE
existing building to
remain
EXISTING BUILDING
EXISTING
BUILDING
demolition of existing
building
BUILDING (D)
limits of demolition
work, protection
boundary line
LIMITS OF DEMOLITION WORK
LIMITS OF DEMO WORK
DEMOLISH BUILDING
area of site demolition
SITE DEMOLITION AREA
undisturbed wetland area
WETLAND AREA
undisturbed wetland buffer
area
WETLAND BUFFER AREA
existing tree protection
area
TREE PROTECTION AREA
NOTE
GENERAL NOTES
1. ABBREVIATIONS:
(D) - DEMOLITION
(R) - RELOCATE
(E) - EXISTING TO REMAIN
(S) - SALVAGE
REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 8:07:46 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_SITE_EunB.rvt06.15.20 a18-069
D002
DEMOLITION
SITE PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"10B DEMOLITION SITE PLAN
NORTH 20'80'
SCALE: 1" = 40'
0'
10'40'
20' 80'
SCALE: 1" = 40'
0'
10' 40'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
UP
T.O.B. = top of bearing
T.O.F. = top of floor
SYMBOL AND TEXTDESCRIPTION
ELEVATION
DOWNSPOUT
surface type designation
refer to plan for size
and locations D.S.
FLOOR PLAN LEGEND
WORK POINT
building corner, starting
building layout reference
point
STRUCTURAL COLUMN
centered on grid line,
centered in wall
WP
T.O.F.
BOLLARD
B42" ht steel bollard
A
A
01 01
A802
6E
A802
10H
A802
10E
A802
6H
B
B
02 02
21'-6"45'-0"METAL DOWNSPOUT
(MTL-1)
METAL DOWNSPOUT
(MTL-1)
10C
A802
10C
A802
GENERATOR
CLEAR
6'-0"
6" HT CONCRETE PAD 46'-0"22'-0"
10'-0"33'-0"6'-0"6'-0"6'-2"5'-4"
32'x9'
B
B
B
B
B
B
B
B
B
B
B
B
B
4'-0"
5'-4"4'-0"
MANUFACTURED STAIRS
AND CATWALK SYSTEM
6"6"6"
WALL TYPE 1
8" CONCRETE MASONRY UNITS
SYMBOL AND TEXTDESCRIPTION
WALL TYPES
WALL TYPE 2
BRICK MASONRY VENEER
NOTESYMBOL
+
+
+
F01
FLOOR PLAN NOTES
NOTE
GENERAL NOTES
1. ABBREVIATIONS:
REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
A
A
01 01
B
B
02 02
METAL SOFFIT PANEL
(MSP-1)
10C
A802
10C
A802
21'-6"45'-0"4'-0"4'-0"SLOPED CLG
2:12
4'-0"4'-0"
A
A
01 01
B
B
02 024'-0"45'-0"4'-0"4'-0" 21'-6"
STANDING SEAM METAL ROOFING
(SSMR-1)
SLOPE
2:12
10C
A802
10C
A802
METAL GUTTER
(MTL-1)
4'-0"
SYMBOL AND TEXTDESCRIPTION
CEILING LEGEND
CEILING + SOFFIT IDENTIFICATION
material
description
height
GWB
SOFFIT
8'-0"
SLOPED CLG
2:12
SLOPED CEILING IDENTIFICATION
direction indicator,
rise/run, refer to plan
for ceiling heights and
starting point
METAL SOFFIT PANEL (MSP)
metal soffit panel at
underside of metal
ceiling joist framing
assembly
FULL HEIGHT WALLS
bearing walls extend to
top of bearing elevation
or height indicated on
wall sections
non-bearing partitions
extend to underside of
floor/roof deck
SYMBOL AND TEXTDESCRIPTION
ROOF PLAN LEGEND
ROOFING IDENTIFICATION
SLOPE IDENTIFICATION
material type
direction indicator
rise/run
STANDING
SEAM METAL
ROOFING
SLOPE
2:12
NOTESYMBOL
+
+
+
R01
ROOF PLAN NOTES
NOTESYMBOL
+
+
+
C01
CEILING PLAN NOTES
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 7:43:36 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-S1-R20_EunB.rvt06.15.20 a18-069
A801
GENERATOR
ENCLOSURE
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
NORTH
1/8" = 1'-0"10H FLOOR PLAN
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"10F REFLECTED CEILING PLAN
1/8" = 1'-0"10C ROOF PLAN
4G ISOMETRIC VIEW - SOUTHEAST4CISOMETRIC VIEW - NORTHWEST
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
0102
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1)
STANDING SEAM METAL ROOFING
(SSMR-1)
METAL GUTTER
(MTL-1)
METAL DOWNSPOUT
(MTL-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1)
A B
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1)12'-0"8"NOTESYMBOL
ELEVATION NOTES
E01 +
+
+
MATERIALS LEGEND
PATTERNMATERIAL
VERTICAL METAL SIDING (VMS)
refer to schedule for
color and finish
PRECAST ARCHITECTURAL CONCRETE (PAC)
refer to schedule for
color and finish, joint
pattern per elevations
BRICK MASONRY UNIT (BRK)
refer to schedule for
color and finish, brick
pattern per elevations
CONCRETE MASONRY UNIT (CMU)
refer to schedule for
finish, cmu pattern per
elevations
SYMBOL AND TEXT
SECTION LEGEND
DESCRIPTION
NOTESYMBOL
SECTION NOTES
BS01 +
+
+
W1
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
T.O.F.
T.O.F.
EL. 0'-0"
A B
18'-6"7'-0"CATWALK SYSTEM
GENERATOR AND SUBBASE
FUEL TANK 12'-0"EXTERIOR FINISH SCHEDULE
PRECAST ARCHITECTURAL CONCRETE (PAC)
STANDING SEAM METAL ROOFING (SSMR) FACTORY FINISH
METAL FLASHING AND TRIM
FACTORY FINISH
BRICK MASONRY UNIT (BRK) CLEAR SEALER (GRAFFITI CONTROL)
1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. ABBREVIATIONS:
3. FOOTNOTES:
[1]
4. GENERAL NOTES:
(1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
ARCHITECTURAL CONCRETE (VERTICAL)
ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER
METAL GUTTERS AND DOWNSPOUTS
VERTICAL METAL SIDING (VMS) FACTORY FINISH
FACTORY FINISH
METAL SOFFIT PANEL (MSP) FACTORY FINISH
METAL FABRICATIONS PAINT
BOLLARDS PAINT
CONCRETE MASONRY UNIT (CMU)
CLEAR SEALER (GRAFFITI CONTROL)
CLEAR SEALER (GRAFFITI CONTROL)
CLEAR SEALER (GRAFFITI CONTROL)
01 02AB
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 7:43:37 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-S1-R20_EunB.rvt06.15.20 a18-069
A802
GENERATOR
ENCLOSURE
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1/8" = 1'-0"10H EXTERIOR ELEVATION - NORTH
1/8" = 1'-0"10E EXTERIOR ELEVATION - EAST
1/8" = 1'-0"10C BUILDING SECTION
1/8" = 1'-0"6H EXTERIOR ELEVATION - SOUTH
1/8" = 1'-0"6E EXTERIOR ELEVATION - WEST
4C ISOMETRIC VIEW - SOUTHWEST 4G ISOMETRIC VIEW - NORTHEAST
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
F.D.
T.O.B. = top of bearing
T.O.F. = top of floor
SYMBOL AND TEXTDESCRIPTION
ELEVATION
FLOOR DRAIN
DOWNSPOUT
surface type designation
sloped floor
refer to plan for size
and locations D.S.
FLOOR PLAN LEGEND
WORK POINT
building corner, starting
building layout reference
point
STRUCTURAL COLUMN
centered on grid line,
centered in wall
WP
F.D.level floor
T.O.F.
BOLLARD
B42" ht steel bollard
A
A
01 01
B
B
02 02
METAL DOWNSPOUT
(MTL-1)
10C
A804
10C
A804
A804
10E
A804
7H
A804
7E
A804
10H
17'-8"2'-0"17'-0"2'-0"8 YARD
TRASH
8 YARD
RECYCLING
18'-8"22'-0"SWINGING GATE
(MF-1)
SWINGING GATES
(MF-1)
B
B
6"6"
2'-8"3'-8"12'-4"21'-0"6"6"WALL TYPE 1
8" CONCRETE MASONRY UNIT
SYMBOL AND TEXTDESCRIPTION
WALL TYPES
WALL TYPE 2
BRICK MASONRY VENEER
NOTESYMBOL
+
+
+
F01
FLOOR PLAN NOTES
NOTE
GENERAL NOTES
1. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
A
A
01 01
B
B
02 02
METAL SOFFIT PANEL
(MSP-1)
10C
A804
10C
A804
4'-0" 17'-8" 4'-0"4'-0"21'-0"4'-0"SLOPED CLG
2:12
A
A
01 01
B
B
02 02
STANDING SEAM METAL ROOFING
(SSMR-1)
10C
A804
10C
A804
SLOPE
2:12
4'-0" 17'-8"21'-0"4'-0"4'-0"4'-0"
SYMBOL AND TEXTDESCRIPTION
CEILING LEGEND
SLOPED CLG
2:12
SLOPED CEILING IDENTIFICATION
direction indicator,
rise/run, refer to plan
for ceiling heights and
starting point
METAL SOFFIT PANEL (MSP)
metal soffit panel at
underside of metal
ceiling joist framing
assembly
FULL HEIGHT WALLS
bearing walls extend to
top of bearing elevation
or height indicated on
wall sections
non-bearing partitions
extend to underside of
floor/roof deck
CEILING + SOFFIT IDENTIFICATION
material
description
height
GWB
SOFFIT
8'-0"
SYMBOL AND TEXTDESCRIPTION
ROOF PLAN LEGEND
ROOFING IDENTIFICATION
SLOPE IDENTIFICATION
material type
direction indicator,
rise/run
STANDING
SEAM METAL
ROOFING
SLOPE
2:12
NOTESYMBOL
+
+
+
C01
CEILING PLAN NOTES
NOTESYMBOL
+
+
+
R01
ROOF PLAN NOTES
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 7:44:17 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-S2-R20_EunB.rvt06.15.20 a18-069
A803
DUMPSTER
ENCLOSURE
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
NORTH
1/8" = 1'-0"10H FLOOR PLAN
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"10F REFLECTED CEILING PLAN
1/8" = 1'-0"10C ROOF PLAN
5C ISOMETRIC VIEW - NORTHEAST 5G ISOMETRIC VIEW - SOUTHWEST
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
A B
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1)
SWINGING GATE
(MF-1)7'-4"6'-5"6"10'-0"01 02
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1)
SWINGINW GATES
(MF-1)
E01 9'-0"6"17'-0"
8'-2"
T.O.F.
EL. 0'-0"
A B
16'-0"10'-0"MATERIALS LEGEND
PATTERNMATERIAL
VERTICAL METAL SIDING (VMS)
refer to schedule for
color and finish
PRECAST ARCHITECTURAL CONCRETE (PAC)
refer to schedule for
color and finish, joint
pattern per elevations
BRICK MASONRY UNIT (BRK)
refer to schedule for
color and finish, brick
pattern per elevations
CONCRETE MASONRY UNIT (CMU)
refer to schedule for
finish, cmu pattern per
elevations
SYMBOL AND TEXT
SECTION LEGEND
DESCRIPTION
NOTESYMBOL
SECTION NOTES
BS01 +
+
+
W1
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
T.O.F.
NOTESYMBOL
ELEVATION NOTES
E01 +
+
+
EXTERIOR FINISH SCHEDULE
PRECAST ARCHITECTURAL CONCRETE (PAC)
STANDING SEAM METAL ROOFING (SSMR) FACTORY FINISH
METAL FLASHING AND TRIM
FACTORY FINISH
BRICK MASONRY UNIT (BRK) CLEAR SEALER (GRAFFITI CONTROL)
1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. ABBREVIATIONS:
3. FOOTNOTES:
[1]
4. GENERAL NOTES:
(1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
ARCHITECTURAL CONCRETE (VERTICAL)
ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER
STRUCTURAL STEEL FRAMING PAINT
METAL GUTTERS AND DOWNSPOUTS
METAL FABRICATIONS PAINT
VERTICAL METAL SIDING (VMS) FACTORY FINISH
FACTORY FINISH
METAL SOFFIT PANEL (MSP) FACTORY FINISH
BOLLARDS PAINT
CLEAR SEALER (GRAFFITI CONTROL)
CLEAR SEALER (GRAFFITI CONTROL)
CONCRETE MASONRY UNIT (CMU) CLEAR SEALER (GRAFFITI CONTROL)
0102
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1)
AB
design group
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:6/13/2020 7:44:18 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-S2-R20_EunB.rvt06.15.20 a18-069
A804
DUMPSTER
ENCLOSURE
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1/8" = 1'-0"10E EXTERIOR ELEVATION - EAST
1/8" = 1'-0"10H EXTERIOR ELEVATION - SOUTH
1/8" = 1'-0"10C BUILDING SECTION
3C ISOMETRIC VIEW - NORTHWEST 3G ISOMETRIC VIEW - SOUTHEAST
1/8" = 1'-0"7H EXTERIOR ELEVATION - NORTH
1/8" = 1'-0"7E EXTERIOR ELEVATION - WEST
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
T
FA
TV
CCTV
P
E
200-4-G
VFD
LC
ST
CB
M
GFR
M
N
*
*
AP
S
SS
C
CR
DC
KP
DH
S
ELECTRICAL LEGEND
(SOME SYMBOLS MAY NOT BE USED ON DRAWINGS)
DESCRIPTIONSYMBOL
DIAGRAMS
LIGHTING
TELEPHONE
FIRE ALARM
CABLE TV
CLOSE CIRCUIT TV
THAN ONE UTILITY OR CONDUIT
SCHEDULED CALLOUT FOR DUCT BANK IF MORE
PAD MOUNTED TRANSFORMER
PRIMARY ELECTRIC (ABOVE 600V)
ELECTRIC UNLESS OTHERWISE INDICATED)
UNDERGROUND ELECTRIC UTILITY (SECONDARY
C
E
P
HANDHOLE OR VAULT
PRIMARY ELECTRIC (ABOVE 600V)
SECONDARY ELECTRIC (BELOW 600V)
COMMUNICATIONS
SITE / EXTERIOR
#12 AWG UNLESS OTHERWISE NOTED OR
CROSS LINES INDICATE NUMBER OF CONDUCTORS
MARK INDICATES ISOLATED GROUND. CONDUIT
NEUTRAL. DOT DENOTES GROUND. DOTTED HASH
IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES
SCHEDULED. ONLY BRANCH CIRCUIT HOMERUNS
ARE INDICATED WITH CONDUCTOR COUNT.
SEE GENERAL ELECTRICAL NOTES.
FEEDER CALLOUT X-Y-Z. SEE SCHEDULE.
HOMERUN
CONDUIT UP, DOWN
FLEXIBLE WIRING CONNECTION
VARIABLE FREQUENCY DRIVE MOTOR CONTROLLER
SWITCHBOARD OR MCC (DRAWN TO SCALE)
MAGNETIC MOTOR STARTER
COMBINATION STARTER AND DISCONNECT SWITCH
LIGHTING CONTACTOR
DRY TYPE TRANSFORMER
ENCLOSED CIRCUIT BREAKER WITH SHUNT TRIP
OPERATOR
ENCLOSED CIRCUIT BREAKER
DISTRIBUTION AND CIRCUITING
CIRCUIT BREAKER
DISCONNECT SWITCH
FUSE
TRANSFORMER
GROUNDED WYE CONNECTION
DELTA CONNECTION
UTILITY COMPANY METER
CURRENT TRANSFORMER (CT)
GROUND ELECTRODE SYSTEM
GROUND FAULT RELAY
SURGE ARRESTER
MULTI-FUNCTION CUSTOMER METER
STRIP FIXTURE (LENGTH TO SCALE)
LUMINAIRE (TO SCALE ON DRAWINGS)
SURFACE FIXTURE - ROUND SHOWN
RECESSED FIXTURE - ROUND
EXIT FIXTURE - CEILING
EXIT FIXTURE - WALL
EXIT FIXTURE WITH DIRECTION ARROWS
EMERGENCY FIXTURE - TWIN HEAD
LUMINAIRE WITH EMERGENCY
LIGHTING UNIT
LAY-IN LUMINAIRE
PHOTOCELL
BOLLARD LIGHT
AREA/STREET LIGHT - POST TOP
AREA/STREET LIGHT - POLE
FLOOD LIGHT FIXTURE - POLE
FLOOD LIGHT FIXTURE - WALL
SUBSCRIPT BY FIXTURE INDICATES NIGHT LIGHT
(ON CONTINUOUSLY)
WALL MOUNT LUMINAIRE
EXST EXISTING
STANDARDSTD
MCA MINIMUM CIRCUIT AMPS
TRANSFERXFER
MIN MINIMUM
MDF
MH
MECH
MCM or KCM
MCC
MAIN DISTRIBUTION FRAME
MANHOLE
MECHANICAL
THOUSAND CIRCULAR MILS
MOTOR CONTROL CENTER
EXPLOSION PROOF
CROSS-LINKED POLYETHYLENE
TRANSFORMER
XP
XLP
XFMR
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TELECOMMUNICATIONS TERMINAL BOARD
HVAC HEATING, VENTILATION & AIR CONDITIONING
VOLT AMPERESVAINTERMEDIATE DISTRIBUTION FRAME
KVAR REACTIVE KILOVOLT AMPERES
LT
MAX
LTG
KWH
KW
LIGHT
MAXIMUM
LIGHTING
KILOWATT HOURS
KILOWATTS
J-BOX
KVA
KV
IDF
HZ
JUNCTION BOX
KILOVOLT AMPERES
KILOVOLTS
HERTZ
VARIABLE FREQUENCY DRIVEVFD
WITH
WEATHERPROOF
WATTS
VAPORTIGHT
WITHOUT
WP
W/O
/W
W
VT
VARIABLE AIR VOLUME
VOLTS DIRECT CURRENT
VOLTAGE DROP
REACTIVE VOLT AMPERES
VOLTS ALTERNATING CURRENT
VAV
VDC
VD
VAR
VAC
GALV GALVANIZED
HP
H & V
HPF
H-O-A
GND
HORSEPOWER
HEATING AND VENTILATION
HIGH POWER FACTOR
HAND - OFF - AUTO
GROUND
FC
FLEX
FLA
FA
°F
FOOTCANDLE
FLEXIBLE CONDUIT
FULL LOAD AMPS
DEGREES FAHRENHEIT
FIRE ALARM
TVSS
VOLTS
TYPICAL
UNDERGROUND
UNDERFLOOR
UNDERWRITERS LABORATORY
UF
V
UG
UL
TYP
TELEVISION
TELEPHONE
SWITCHBOARD
SWITCH
TEL
TTB
TV
SWBD
SW
BIL BASIC IMPULSE LEVEL
ON CENTEROC
CT CURRENT TRANSFORMER
RECEPTACLERECPT
DIV DIVISION
DWG
EMT
ELEC
DPST
DPDT
DRAWING
ELECTRICAL METALLIC TUBING
ELECTRIC
DOUBLE POLE, SINGLE THROW
DOUBLE POLE, DOUBLE THROW
BD
DIA
DC
CW
CU
DECIBELS
DIRECT CURRENT
DIAMETER
COLD WATER
COPPER
SHEETSHT
SOLID NEUTRAL
SINGLE POLE
SURFACE METAL RACEWAY
SINGLE POLE, SINGLE THROW
SINGLE POLE, DOUBLE THROW
SP
SPST
SPDT
SN
SMR
ROOM
RADIO FREQUENCY
REQUIRED
SECONDARY
ROOT MEAN SQUARE
RM
SEC
RMS
RF
REQ
CCTV CLOSED CIRCUIT TELEVISION
CL
CONC
CLG
CKT
CFM
CENTER LINE
CONCRETE
CEILING
CUBIC FEET PER MINUTE
CIRCUIT
C.O.
CB
°C
C
BLDG
CONDUIT ONLY
CIRCUIT BREAKER
DEGREES CELSIUS
CONDUIT
BUILDING
PHASE∅or PH
POLYVINYL CHLORIDE
POTENTIAL TRANSFORMER
PRIMARY
PAIR
PANEL
PRI
PVC
PT
PR
PNL
POWER FACTOR
PULLBOX
PUBLIC ADDRESS
OVERHEAD
OUTSIDE DIAMETER
PA
PF
PB
OH
OD
MAXIMUM OVERCURRENT PROTECTION
ABBREVIATIONS
(SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS)
AMPERE INTERRUPTING CAPACITY
A/C AIR CONDITIONING
ARCH
AWG
ATS
AL
AIC
ARCHITECTURAL
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
ALUMINUM
ABBREV
AC
A or AMP
DESCRIPTION
ALTERNATING CURRENT
AMPERES
MOUNTINGMTG
NOT IN CONTRACT
NEUTRAL
NORMALLY CLOSED
NOT TO SCALE
NORMALLY OPEN
NIC
NTS
NO
N or NEUT
NC
MOUNTED
ABBREV
MOP or MOCP
MTD
DESCRIPTION
ELECTRICAL LEGEND
(SOME SYMBOLS MAY NOT BE USED ON DRAWINGS)
DESCRIPTIONSYMBOL
SYSTEMS
FIRE ALARM
POWER DEVICES
C
USB
WP
REF
COP
WC
IG
MWO
HWD
DUPLEX RECEPTACLE (NEMA 5-20R)
SUBSCRIPT:
COPIER
CEILING
WEATHERPROOF
MICROWAVE OVEN
HOT WATER DISPENSER
USB PORTS
REFRIGERATOR
WATER COOLER
ISOLATED GROUND
TAMPER RESISTANT DUPLEX RECEPTACLE (NEMA 5-15R)
ASTERISK INDICATES COUNTER HEIGHT OUTLET
(DUPLEX RECEPTACLE SHOWN)
MWO MICROWAVE OVEN
WD
DW
REF
GFCI DUPLEX RECEPTACLE (NEMA 5-20R)
SUBSCRIPT:
WASTE DISPOSER
DISHWASHER
REFRIGERATOR
MOTOR CONNECTION
WD
HD
DW
WHSUBSCRIPT:
EQUIPMENT CONNECTION
WASTE DISPOSER
HAND DRYER
DISHWASHER
WATER HEATER
DATA (COMPUTER) OUTLET WITH JACK
* INDICATES COUNTER HEIGHT
WIRELESS ACCESS POINT
SPEAKER - CEILING
SOUND SYSTEM SPEAKER
CLOSED CIRCUIT TELVISION CAMERA
CARD READER
HORN [SPEAKER] WITH VISUAL SIGNAL (STROBE)
CEILING MOUNT HORN/STROBE
CEILING MOUNT SPEAKER
SMOKE DETECTOR
DOOR CONTACT. CONNECTED TO ACCESS CONTROL
ULTRASONIC DETECTOR - WALL OR CEILING MOUNT
KEYPAD CONNECTED TO INTRUSION SYSTEM
DUAL BUTTON MOTOR CONTROLLER
MAGNETIC DOOR HOLD. REQUIRES 120V POWER
ROUGH-IN AND CABLING FOR LOCAL SOUND SYSTEM
SPEAKER. SPEAKER BY OTHERS
AV
4 4" POKE THROUGH, UON. INCLUDE
DEVICES AS SHOWN.
SPLIT WIRED RECEPTACLE, 1/2 OF OUTLET IS
CONTROLLED BY OCCUPANCY SENSOR OR TIME SWITCH
FLOOR BOX, INCLUDE DEVICES AS SHOWN.
PANELBOARD
LIGHTING CONTROL NOTES:
1. THE FOLLOWING NOTES REFERENCE APPLICABLE SECTIONS OF THE
WASHINGTON STATE ENERGY CODE.
2. PROVIDE EACH ROOM WITH LOCAL LIGHTING CONTROL AT THE ENTRY/EXIT
DOOR UNLESS OTHERWISE NOTED AS AN EXCEPTION.
3. THE MAXIMUM LIGHTING LOAD CONTROLLED BY A SINGLE SWITCH OR
AUTOMATIC CONTROL SHALL NOT EXCEED 16 AMPS.
4. PROVIDE SEPARATE CONTROL OF DAYLIGHTED ZONES INDEPENDENT OF
GENERAL AREA LIGHTING. INDICATES BOUNDARY OF DAYLIGHTED ZONES.
5. PROVIDE SEPARATE CONTROL OF INDICATED DISPLAY, EXHIBITION, AND
DISPLAY LIGHTING INDEPENDENT OF GENERAL AREA LIGHTING.
6. PROVIDE AUTOMATIC CONTROL OF EXTERIOR LIGHTING USING TIMER,
PHOTOCELL, OR COMBINATION TIMER AND PHOTOCELL AS INDICATED.
7. PROVIDE OCCUPANCY SENSORS AND/OR AUTOMATIC TIME SWITCHES AS
INDICATED TO AUTOMATICALLY TURN OFF INTERIOR LIGHTS DURING
UNOCCUPIED HOURS, IN OFFICE BUILDINGS GREATER THAN 5000 S.F.
8. COMMISSIONING REQUIREMENTS FOR DAYLIGHT AND OCCUPANT SENSING
AUTOMATIC CONTROLS, OCCUPANCY SENSORS, AUTOMATIC
GENERAL ELECTRICAL NOTES:
1. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED CONSTRUCTION.
2. BRANCH CIRCUIT NOTES:
A. VERIFY BRANCH CIRCUIT WIRE COUNT BEFORE PULLING CONDUCTORS.
PROVIDE REQUIRED CONDUCTORS TO EACH OUTLET AND DEVICE FOR
PHASE, NEUTRAL AND EQUIPMENT GROUND BASED ON CIRCUIT
DESIGNATIONS SHOWN AND AS OTHERWISE INDICATED ON PLANS OR
NOTED BELOW.
B. FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL CONDUCTOR COUNT
REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL
INDICATED. MAINTAIN UNSWITCHED LEG IN LIGHTING BRANCH CIRCUITS
TO EXIT, EMERGENCY, AND NIGHT LIGHTING SHOWN.
C. MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE FOR OUTDOOR AND
EXTERIOR BUILDING LIGHTING SHALL BE #10 AWG.
D. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR ALL 120 AND 240 VAC
BRANCH CIRCUITS UNLESS OTHERWISE INDICATED.
E. PROVIDE MANUFACTURER APPROVED PIN INSERT STYLE HANDLE TIES
BETWEEN SINGLE POLE CIRCUIT BREAKERS SERVING BRANCH CIRCUITS
SHARING A COMMON NEUTRAL.
3. MINIMUM CONDUIT SIZE FOR HOMERUNS AND FOR CONDUIT INSTALLED
BELOW GRADE OUTDOORS SHALL BE 3/4 INCH.
4. REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS AND FOR
MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES.
REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR
ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL
CONTRACT DOCUMENTS PRIOR TO ROUGH-IN. REPORT CONFLICTS TO
ARCHITECT/ENGINEER FOR RESOLUTION.
5. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING
HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT/ENGINEER
FOR RESOLUTION.
6. VERIFY EXACT LOCATION OF FLOOR BOXES AND OUTLETS LOCATED IN KNEE
SPACES AND CASEWORK. OBTAIN ARCHITECT APPROVAL PRIOR TO ROUGH-
IN.
7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER
OTHER THAN DIVISION 26 SECTIONS AND EQUIPMENT FURNISHED BY
OWNER.
8. SEE MECHANICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE
DAMPERS. PROVIDE 120 VOLT CONNECTION TO EACH DAMPER.
9. PROVIDE TRANSFORMERS WITH EFFICIENCIES AS REQUIRED BY
WASHINGTON STATE NONRESIDENTIAL ENERGY CODE, TABLE C405.6,
MINIMUM NOMINAL EFFICIENCY LEVELS FOR 10 CFR 431 LOW VOLTAGE DRY
TYPE DISTRIBUTION TRANSFORMERS.
10. PROVIDE A COPY OF WSEC LIGHTING COMPLIANCE FORMS TO OWNER AS
PART OF RECORD DRAWINGS.
general@hultzbhu.com
Phone: (253) 383-3257
1111 Fawcett Ave Suite 100
e n g i n e e r s i n c
HULTZ
Fax: (253) 383-3283
Job Number:
Tacoma, WA 98402
BHU
design group
NOT FOR
CONSTRUCTION
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:19-220
6/15/2020 8:39:22 AMC:\Users\EricR\Documents\a18-069-BIM-MEP-SITE-R20_nhultz.rvt06.15.20 a18-069
E001
ELECTRICAL
ABBREVIATIONS,
LEGEND &
GENERAL
NOTES
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
EXISTING
FIRE
STATION
EXISTING
WATERSHOP
1st AVENUE
PARCEL
0721049017
524,026 SF
12.02
PARCEL
072104901
0
86,934 SF
405.67'618.4658.33'10.7150.797.62'253.60'199.0
253.55 659.26'98.80'250'x60'
20' SETBACK 20' SETBACK 218'x9
VEHICLE
STORAGE
STORM DETENTION
WETLAND
(E)
INGRESS AND EGRESS EASEMENT WATERLINE EASEMENT 36'-0"
PARKING LOT
PARKING LOT
GATE (G3)
GATE
SECURITY
FENCE
10
8
5
PARKING STALLS
PARKING STALLS 269.67'PARKING STALLS PARKING
9
DUMPSTER ENCLOSURE
(S2)
GENERATOR ENCLOSURE (S1)
(46'x22') 750 KW GENERATOR (32'x9')
WITH
14
18
9'x1
WETLAND
4
8
GATE (G2)
AD
A
6
12'-0"12'-0"12'-0"
10
8
6
8
5
MAIN ENTRY
PLAZA
HEADQUARTERS
ADMINISTRATION
9'x20
LANDSCAPI
NG
MONUMEN
T
AD
FILTRATION EQUIPMENT
WELL
LANDSCAPING
(WATER
SECURITY
FENCE
SECURITY FENCE AND
GATE
262.5'x90
PUBLIC ROAD 37'-6"5'-0"37'-6"20'-0"50'-0"50'-0"20' SETBACK
CELL
TOWER 24' CONCRETE
CURB
20'-0"
12'-0"20'-0"2'-0"21'-0"
121'x2
BUILDING
9'x1
9'x1
RETAINING
BIORETENTION 12'-0"12'-0"18'-0"18'-0"AD
9'x1
9'x1
DRIVELA
AD
EC
9'x1
9'x1
6' WIDE CONCRETE
SIDEWALKS
ASPHALT
PAVING
9'x1
89'x1
3
3
9'x1
AD
4
LANDSCAPI
FLAG
ECFIRELAPUBLIC
FIRELA
6' WIDE CONCRETE
SIDEWALK
FEC FEC
FLAGPOLE
24'
FP
LANDSCAP
EFIRELA
LANDSCAPE
ISLAND
ASPHALT
G
R.O.W. DEDICATION
20' PRIVATE ROAD
(SW 316th
EXISTING
MAINTENAN
CE
TREE PROTECTION
AREA
WETLAND SW 316th W.
18'-0"12'-0"20'-0"LANDSCAPE AREA [1]
(TYPE 1)
EMPLOYEE
PLAZA
LANDSCAPI
5
DRIVELA
BIKE 37'-6"5' SETBACK
BIORETENTION
BIKE BENC
BENCH
ASPHALT
FIRELA
12'-0"VEHICLE STAGING
FIRELA
VEHICLE STAGING 12'-0"12'-0"VEHICLE STAGING
FIRELA
12'-0"VEHICLE STAGING
5' WIDE CONCRETE 11'-0"24'-0"FIRELA12'-0"12'-0"
10'-0"10'-0"5'-0"10'-0"
PROJECT
WELL
(E)
6' CHAIN LINK
LANDSCAPING 44'-0"6' WIDE CONCRETE
FIRELA8'-0"9'x20
LANDSCAPI
F.H.
F.
F.
F.
F.
F.
F.
F.
F.
59'x20
8
9'x1
9
9'x1
LANDSCAPING 12'-0"37'-6"40'-0"LANDSCAPI
12'-0"EXISTING TREES TO 6'-0"4'-0"5'-0"20'-0"10'-0"32'-0"ASPHALT 12'-0"68'-0"12'-0"11'-0"11'-0"5'-0"FUTURE VEHICLE
VEHICLE 3'-0"12'-0"28'-0"12'-0"6'-6"
36'-0"57'-0"12'-0"52'-0"VRF VRF
CUSTOMER DROP-OFF
ONE-WAY VEHICLE DIRECTION
(DIRECTIONAL SYMBOL)
COVERED STORAGE
CENTER TURN
MONITORING WELL
SITE ENTRANCE
CENTER TURN LANE 10'-0"W.
W.
A1 A1 A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1 A1
A1
A1
A1
A1
SL001
1
A-2
A-2
A-2
A-2
A-2
A-2
A-2 A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2A-2
A-2
A-2
general@hultzbhu.com
Phone: (253) 383-3257
1111 Fawcett Ave Suite 100
e n g i n e e r s i n c
HULTZ
Fax: (253) 383-3283
Job Number:
Tacoma, WA 98402
BHU
design group
NOT FOR
CONSTRUCTION
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:19-220
6/15/2020 8:39:24 AMC:\Users\EricR\Documents\a18-069-BIM-MEP-SITE-R20_nhultz.rvt06.15.20 a18-069
E002
ELECTRICAL SITE
LIGHTING PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"1 ELECTRICAL SITE LIGHTING
EXTERIOR LIGHTING
General
• Provide lighting systems for exterior building, exterior decks and patios, surface parking areas,
pedestrian walkways and paths, exterior doors and canopies, bike storage areas, and for outdoor
externally illuminated signage. Special attention shall be paid to controlling light pollution to the
adjacent areas. Building mounted lighting shall be aimed down or kept within building overhangs and
canopies. All outdoor lighting shall be controlled by a low voltage lighting control system. It shall be
photocell "on" and "off" for all essential lighting. Non-essential lighting shall be photo cell "on" and time
clock "off".
• Outdoor lighting systems shall be designed using LED type fixtures, rated IP65 or better, 4000K color
temperature, 70 CRI minimum, listed for -20 degree C to 40 degree C ambient or better operation,
integral surge protection, rated L70 at 50,000 hours or better per IESNA LM-80, with 5year minimum
manufacturer warranty.
• Lighting connected to the emergency lighting system shall be provided at all exterior exits.
Parking Lot Illumination
• Parking Lot lighting shall be provided within the Project boundaries and shall be designed to meet
applicable illumination criteria found in ANSI/IES RP-20, CPTED and City of Federal Way standards.
Parking Lot Luminaires
• Parking lot luminaires shall architectural style fixtures installed on anchor base poles with reinforced
concrete base and not to exceed 30 feet in height. Poles shall be protected from vehicle traffic using
curb and landscape setbacks, bollards, or raised concrete base.
Pedestrian Walkway Illumination
• Pedestrian walkway lighting shall be provided within the Project boundaries and shall be designed to
meet applicable illumination criteria found in chapters 21 and 22 of the IESNA Lighting Handbook.
• Luminaires shall be architectural style fixtures installed on anchor base poles with reinforced concrete
base and not to exceed 12 feet in height.
• In addition to those fixtures called out on the plan, provide light fixtures for water feature, monument
sign(s) and flag poles.
18
3.3
3.9
4.2
4.1
3.7
3.2
2.7
2.4
2.2
2.1
2.2
2.3
2.5
3.0
3.6
4.3
4.8
4.9
4.7
4.3
3.9
3.6
3.4
3.4
3.3
3.2
3.0
1.7
0.6
0.3
0.2
0.1
3.0
3.5
3.6
3.6
3.4
3.0
2.6
2.4
2.2
2.2
2.2
2.3
2.5
2.9
3.3
3.9
4.2
4.3
4.3
3.9
3.6
3.3
3.1
3.0
2.9
2.8
2.4
1.4
0.5
0.3
0.2
0.1
2.6
2.9
3.1
3.1
2.9
2.6
2.4
2.2
2.1
2.1
2.1
2.2
2.4
2.6
3.0
3.3
3.6
3.7
3.7
3.4
3.2
2.9
2.8
2.6
2.5
2.4
1.9
1.1
0.5
0.3
0.2
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.7
1.0
1.2
1.2
1.2
1.1
1.0
0.9
0.8
0.7
0.6
0.5
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.5
0.6
0.6
1.1
1.8
2.0
1.8
1.6
1.4
1.3
1.2
1.1
1.1
1.1
0.9
0.7
0.5
0.4
0.3
0.2
0.2
0.2
0.3
0.3
0.5
0.6
0.7
0.6
0.5
0.4
0.3
0.3
0.3
0.3
0.4
0.5
0.7
0.9
1.0
1.1
1.1
1.1
1.2
1.3
1.5
1.8
2.0
1.8
1.3
0.7
0.6
0.5
0.4
0.2
0.3
0.5
0.7
0.9
1.6
2.8
3.1
2.7
2.2
1.9
1.7
1.6
1.6
1.6
1.6
1.6
1.4
1.0
0.8
0.6
0.5
0.4
0.3
0.4
0.5
0.6
0.8
1.0
1.1
1.0
0.9
0.7
0.5
0.4
0.5
0.5
0.6
0.8
1.1
1.4
1.5
1.5
1.4
1.4
1.5
1.6
1.8
2.1
2.6
3.0
3.0
2.0
1.0
0.7
0.5
1.0
0.6
2.4
0.9
3.3
1.8
3.1
2.3
2.6
2.2
2.1
1.8
1.8
1.5
1.5
1.3
1.2
1.1
1.1
1.0
1.0
0.8
0.9
0.7
0.9
0.6
0.9
0.5
0.9
0.5
1.1
0.5
1.4
0.5
1.9
0.7
2.5
0.8
3.1
1.1
3.4
1.2
3.4
1.2
3.1
1.0
2.5
0.8
1.8
0.6
1.2
0.4
0.9
0.3
0.6
0.2
0.5
0.2
0.4
0.2
0.4
0.2
0.4
0.2
0.5
0.2
0.7
0.2
1.0
0.4
1.4
0.5
2.1
0.7
2.8
1.0
3.4
1.2
3.6
1.3
3.6
1.3
3.2
1.1
2.5
0.9
1.8
0.6
1.2
0.4
1.4
0.9
0.3
1.0
0.6
0.2
1.0
0.7
0.4
0.2
0.8
0.6
0.3
0.1
1.0
0.7
0.4
0.2
0.1
1.0
0.6
0.3
0.2
0.1
1.3
1.1
0.6
0.3
0.1
0.1
1.5
1.3
0.8
0.3
0.1
0.1
1.1
0.4
0.2
0.1
1.6
0.5
0.3
0.2
2.2
0.8
0.4
0.2
2.9
1.0
0.5
0.3
3.5
1.3
0.6
0.4
0.0
0.0
0.7
0.4
3.5
1.3
0.7
0.4
3.0
1.1
0.5
0.3
2.3
0.8
0.4
0.3
1.7
0.6
0.3
0.2
1.2
0.4
0.2
0.1
0.8
0.3
0.1
0.1
0.6
0.2
0.1
0.1
0.4
0.2
0.1
0.1
0.3
0.2
0.1
0.1
0.2
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.3
0.2
0.1
0.1
2.1
0.6
0.4
0.3
0.2
0.1
2.7
0.8
0.5
0.3
0.2
0.1
3.1
1.0
0.6
0.4
0.2
0.2
3.1
1.1
0.7
0.4
0.3
0.2
3.1
1.0
0.6
0.4
0.2
0.2
2.6
0.9
0.5
0.3
0.2
0.1
4.4 4.8 4.8 4.2 3.6 3.0 2.6 2.3 2.3 2.5 2.9 3.4 4.0 4.8 5.4 5.2 4.5 3.9 3.4 2.9 2.4 2.2 1.9 1.5 1.0
1.3
0.7
0.8 0.8 1.1 2.9
0.9
1.3
1.7
2.2
2.9
3.6
4.3
4.8
4.5
3.8
3.1
2.6
2.1
1.9
1.8
1.8
2.1
2.5
3.1
3.8
4.6
5.4
5.5
5.0
4.4
4.0
3.7
3.5
3.5
3.6
3.6
3.3
1.8
0.6
0.4
0.2
0.2
4.0
3.6
4.7
10.2
3.3
5.0
6.1
9.4
11.7
6.6
7.5
10.6
11.6
7.5
9.6
12.0
11.6
9.4
7.2
10.9
13.2
10.6
11.4
6.2
10.7
12.0
9.9
10.6
7.1
10.5
12.7
9.9
11.0
7.2
9.2
10.6
9.7
9.0
6.2
6.6
8.3
9.2
3.5
4.7
5.3
7.0
8.5
4.9 6.3 8.1
8.9
9.3
7.7
9.3
11.5
8.9
12.7
10.7
11.3
10.1
13.6
11.5
13.1
9.4
13.3
13.3
12.2
8.3
10.0
14.3
14.3
11.3
12.3
13.3
12.8
14.1
14.6
11.8
8.9
14.7
14.6
11.3
13.7
15.0
14.4
9.5
7.4
16.1
18.1
13.2
10.4
8.6
19.2
21.2
15.5
10.1
8.4
6.9
12.0
18.0
20.5
17.6
11.3
10.2
7.5
9.6
13.8
16.9
14.2
9.9
8.7
7.9
11.9
8.2
8.8
6.8
4.5
3.8
3.1
2.6
2.2
1.9
3.1
2.6
2.2
1.8
1.7
1.6
1.3
1.2
1.2
1.3
1.3
1.4
1.7
2.1
2.7
0.9
1.1
1.3
1.0 0.9
2.7
2.6
2.5
2.4
2.2
1.7
1.7
1.7
1.7
1.7
1.0
0.9
0.8
2.7
0.7
2.7
0.6
2.6
0.5
2.2
0.4
2.2
0.3 0.0
3.8
0.0
0.0
4.4
0.1
0.0
0.1
0.0
9.0
0.2
0.0
9.4
0.4
0.0
0.9
0.0
14.3
2.4
2.5
13.6
14.8 13.1
13.3
11.1
13.2
11.8
13.7 12.1
7.6
9.5
9.9
3.4
5.1
11.4
12.8
13.5
1.7
4.8
9.1
7.2
1.1
4.7
5.5
1.0
4.6
4.2
1.1
4.5
3.2
1.2
4.4
4.9
6.5
2.8
1.2
6.9
2.8
1.1
7.0
2.8
1.0
2.8
1.0
2.9
1.0
2.9
2.6
2.4
2.2
2.1
1.9
1.8
1.6
1.4
1.3
1.2
1.2
1.1
1.1
1.1
3.0
2.8
1.2
1.4
1.9
2.3
3.8
3.5
3.2
3.0
2.4
3.8 4.6
2.7
4.8
3.2 2.8
1.5 1.4 1.3 1.3 1.4
0.9 0.8
0.4 0.3
0.3 0.4
0.6 0.8
0.7 0.8 0.7
4.3
0.4 0.3 0.4 0.5
0.6 0.8 0.2
0.7 0.7
0.5
0.6
1.0
1.8
1.9
3.6
2.5
1.7
1.5
0.9
2.2
2.2
2.3
2.3
1.6
1.4
1.3
0.8
0.9
1.1
2.0
2.0
2.0
1.3
1.2
1.1
0.8
0.9
1.0
1.1
1.8
1.7
1.1
1.0
1.0
0.7
0.8
0.9
1.0
1.1
1.6
1.0
1.0
0.9
0.8
0.8
0.9
1.0
1.1
1.5
1.0
1.0
0.9
0.8
0.9
1.0
1.1
1.1
1.5
1.1
1.0
0.9
0.8
0.9
1.0
1.1
1.2
1.5
1.1
1.0
0.9
0.8
0.9
1.1
1.2
1.3
1.5
1.1
1.0
0.9
0.8
0.9
1.1
1.2
1.3
1.5
1.2
1.0
0.9
0.8
1.0
1.1
1.3
1.4
1.6
1.2
1.1
0.9
0.8
1.0
1.2
1.4
1.6
1.8
1.5
1.3
1.1
0.9
0.9
1.0
1.2
1.5
1.7
2.0
1.7
1.4
1.2
1.0
0.9
1.1
1.3
1.6
2.0
2.4
2.0
1.6
1.3
1.0
0.9
1.1
1.4
1.8
2.2
2.7
2.3
1.8
1.4
1.1
0.9
1.2
1.5
1.9
2.4
2.9
2.5
1.9
1.5
1.1
1.0
1.2
1.5
1.9
2.4
3.0
2.6
2.0
1.5
1.1
0.9
1.2
1.5
1.8
2.3
2.8
2.7
2.0
1.5
1.1
0.9
1.1
1.4
1.7
2.1
2.5
2.6
1.9
1.5
1.1
0.9
1.0
1.3
1.5
1.8
2.2
2.6
1.9
1.5
1.1
0.8
1.0
1.2
1.4
1.6
1.8
2.5
1.9
1.5
1.2
0.8
0.9
1.1
1.3
1.4
1.5
2.4
1.9
1.5
1.2
0.8
0.9
1.0
1.1
1.3
1.3
2.4
1.9
1.6
1.3
0.8
0.9
1.0
1.1
1.2
1.2
2.3
1.9
1.6
1.3
0.8
0.9
1.0
1.1
1.2
1.2
2.2
1.8
1.5
1.3
0.8
0.9
1.0
1.1
1.1
1.2
2.1
1.7
1.5
1.2
0.8
0.9
1.0
1.1
1.1
1.2
2.0
1.6
1.4
1.2
0.8
0.9
1.0
1.1
1.2
1.2
1.9
1.6
1.3
1.1
0.8
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.4
0.4
0.5
0.8
0.9
1.0
1.1
1.2
1.3
2.0
1.6
1.3
1.1
0.9
0.7
0.6
0.4
0.3
0.0
0.0
0.3
0.4
0.5
0.7
0.8
0.9
1.1
1.2
1.3
1.4
2.1
1.7
1.4
1.1
0.9
0.6
0.7
0.8
1.0
1.1
1.3
1.5
1.7
2.2
1.8
1.4
1.1
0.9
0.6
0.7
0.8
1.0
1.2
1.5
1.7
2.0
2.3
1.8
1.5
1.2
0.9
0.6
0.7
0.9
1.1
1.3
1.6
2.0
2.4
2.3
1.8
1.4
1.2
0.9
0.6
0.8
0.9
1.1
1.4
1.8
2.2
2.7
2.2
1.8
1.4
1.1
0.9
0.6
0.8
0.9
1.1
1.4
1.8
2.3
2.9
2.1
1.7
1.4
1.1
0.9
0.6
0.8
0.9
1.1
1.4
1.8
2.3
2.9
2.0
1.7
1.4
1.2
1.0
0.6
0.8
0.9
1.1
1.4
1.8
2.2
2.7
2.0
1.7
1.4
1.2
1.0
0.6
0.7
0.9
1.1
1.3
1.6
2.0
2.4
1.9
1.7
1.5
1.3
1.1
0.6
0.7
0.8
1.0
1.2
1.5
1.7
2.0
2.0
1.7
1.6
1.4
1.2
0.6
0.7
0.8
1.0
1.1
1.3
1.5
2.0
1.8
1.6
1.4
1.2
0.6
0.7
0.8
0.9
1.1
1.2
1.3
2.0
1.8
1.6
1.4
1.2
0.6
0.7
0.8
0.9
1.0
1.1
2.1
1.8
1.5
1.3
1.1
0.6
0.7
0.8
0.9
1.0
1.1
2.1
1.8
1.5
1.3
1.1
0.6
0.7
0.9
1.0
1.0
2.2
1.8
1.5
1.2
1.0
0.7
0.8
0.9
1.0
1.1
2.4
1.9
1.6
1.3
1.0
0.7
0.8
0.9
1.0
1.1
0.7
0.8
1.0
1.0
1.1
0.7
0.9
1.0
1.1
1.1
0.8
0.9
1.1
1.2
1.2
0.8
1.0
1.1
1.4
1.3
0.8
1.0
1.2
1.5
1.3
0.9
1.1
1.3
1.7
1.4
0.9
1.1
1.4
1.5
0.9
1.2
1.5
1.5
0.9
1.1
1.4
1.6
0.9
1.1
1.4
1.7
0.9
1.0
1.3
1.7
0.8
1.0
1.2
1.7
0.8
1.0
1.1
1.8
0.8
0.9
1.2
1.9
0.8
1.1
1.2
2.1
1.2
1.2
1.2
3.3
3.0
2.7
2.5
2.3
2.1
1.9
1.7
1.6
1.4
1.3
1.0
1.3
1.3
1.3
1.2
3.3
3.1
2.9
2.8
2.6
2.3
2.1
1.9
1.8
1.6
1.6
1.6
1.5
1.4
1.3
1.3
3.3
3.3
3.2
3.1
2.9
2.7
2.4
2.2
2.0
1.9
1.8
1.7
1.6
1.5
1.4
1.3
3.4
3.6
3.6
3.6
3.4
3.1
2.8
2.4
2.2
2.0
1.8
1.7
1.6
1.5
1.5
1.4
1.8
1.8
2.2
2.3
2.7
2.8
3.3
3.5
3.7
4.2
3.7
4.5
3.7
4.2
3.3
3.6
2.7
2.9
2.2
2.3
1.7
1.8
1.4
1.4
1.2
1.0
1.0
0.8
0.8
0.6
0.7
0.5
0.7
0.4
0.7
0.3
0.9
0.3
1.3
0.5
1.8
0.7
4.0
3.8
3.6
3.4
3.3
3.2
3.3
3.7
4.2
4.5
2.0
2.1
2.2
2.5
3.0
3.8
4.9
6.4
7.8
9.1
9.6
8.8
7.3
5.9
4.5
3.6
3.0
2.7
2.7
1.8
1.9
2.1
2.3
2.6
3.2
3.9
4.9
6.0
6.8
7.0
6.6
5.5
4.4
3.5
2.8
2.3
2.0
1.9
1.6
1.7
1.9
2.0
2.2
2.5
3.0
3.6
4.3
4.8
3.9
4.6
3.9
3.2
2.5
2.0
1.7
1.4
1.3
1.5
1.6
1.7
1.8
2.0
2.3
2.6
3.1
3.5
3.8
3.9
3.7
3.2
2.7
2.2
1.8
1.5
1.3
1.1
3.6
3.1
2.7
2.4
2.3
2.4
2.6
3.0
3.2
3.1
2.9
2.4
1.8
1.4
1.0
0.9
0.9
1.0
1.2
1.6
2.1
2.5
2.6
2.5
2.3
1.9
1.4
1.2
1.1
1.2
1.6
2.1
2.6
2.9
3.0
3.0
2.7
2.4
2.1
2.0
2.2
2.5
2.9
3.4
3.9
3.5
2.0
4.1
3.6
3.3
3.1
3.1
3.4
3.8
4.3
4.9
5.2
4.9
4.1
3.4
2.6
2.1
1.8
1.8
1.9
2.3
2.8
3.5
4.2
4.7
4.6
4.0
3.4
2.9
2.5
2.4
2.6
3.0
3.7
4.4
5.0
5.1
4.7
4.1
3.5
3.0
2.8
2.7
2.9
3.3
3.8
4.3
4.8
3.8
4.4
4.2
3.9
3.6
3.4
3.4
3.5
3.9
4.3
4.8
5.0
4.8
4.2
3.6
3.0
2.7
2.5
2.4
2.4
2.6
3.0
3.5
4.1
4.5
4.5
4.2
3.7
3.3
3.1
3.0
3.1
3.4
3.9
4.5
4.9
4.9
4.6
4.0
3.6
3.2
3.0
3.0
3.2
3.5
3.9
4.1
4.4
4.3
3.8
4.1
4.1
4.1
3.9
3.7
3.5
3.4
3.5
3.7
4.1
4.4
4.3
4.3
3.9
3.4
3.0
2.7
2.5
2.5
2.5
2.7
3.0
3.3
3.7
3.9
4.0
3.9
3.6
3.3
3.0
3.0
3.1
3.4
3.8
4.2
4.3
4.3
4.2
3.8
3.4
3.1
2.9
3.0
3.1
3.4
3.7
3.8
3.9
3.7
3.2
3.6
3.8
3.9
3.8
3.6
3.4
3.3
3.3
3.5
3.7
3.9
3.9
3.8
3.5
3.2
2.8
2.5
2.4
2.4
2.4
2.5
2.7
3.0
3.3
3.4
3.5
3.5
3.3
3.0
2.9
2.8
2.9
3.1
3.5
3.7
3.8
3.8
3.7
3.3
3.0
2.8
2.7
2.7
2.9
3.1
3.3
3.4
3.4
3.1
2.7
3.1
3.5
3.6
3.6
3.5
3.3
3.2
3.1
3.2
3.3
3.4
3.4
3.2
3.0
2.7
2.5
2.4
2.2
2.6
2.8
2.9
3.0
2.9
2.8
2.7
2.6
2.6
2.5
2.5
2.6
2.7
2.8
2.8
2.8
2.5
1.9
2.2
2.8
3.2
3.5
3.4
3.3
3.1
3.0
3.0
2.9
2.9
2.9
2.9
2.7
2.5
2.4
2.2
2.1
2.1
1.9
2.3
2.4
2.4
2.3
2.2
2.0
1.7
2.0
2.7
3.2
3.4
3.3
3.1
3.0
2.9
2.7
2.7
2.6
2.5
2.4
2.3
1.9
1.9
1.9
1.9
1.0
1.5
1.7
1.8
1.6
1.9
1.8
1.7
1.5
2.1
2.9
3.4
3.3
3.2
3.0
2.9
1.2
1.3
1.3
1.3
1.7
1.5
1.4
1.5
2.5
3.5
3.6
3.4
3.2
3.0
2.8
0.9
1.1
1.1
1.1
1.5
1.4
1.2
1.8
3.3
4.1
3.9
3.7
3.3
3.0
0.8
1.0
1.1
1.1
1.4
1.3
1.1
2.3
4.3
4.7
4.3
3.9
3.5
3.1
0.6
1.1
1.1
1.1
1.5
1.3
1.1
2.9
5.0
5.1
4.6
4.1
3.6
3.1
0.5
1.2
1.1
1.1
1.5
1.4
1.2
1.4
3.4
5.4
5.1
4.6
4.2
3.7
3.2
0.4
1.2
1.2
1.2
1.5
1.5
1.2
1.4
3.7
4.9
4.8
4.6
4.3
3.9
3.3
0.3
1.3
1.3
1.2
1.6
1.6
1.4
1.6
3.5
4.2
4.5
4.7
4.8
4.7
0.2
1.4
1.3
1.3
1.7
1.8
1.6
0.6
1.7
3.2
3.8
4.2
4.9
5.9
5.7
0.1
1.6
1.5
1.4
1.9
2.0
2.0
0.7
1.8
3.0
3.5
4.0
5.5
7.4
7.1
0.1
1.9
1.7
1.5
2.3
2.4
2.5
0.4
0.9
1.9
2.9
3.4
4.1
6.3
8.9
0.0
2.3
2.0
1.7
2.7
3.0
3.1
0.6
1.4
2.2
2.9
3.5
4.7
7.7
11.0
0.0
2.9
2.5
2.0
3.2
3.6
3.8
1.0
2.0
2.6
3.1
3.8
5.9
9.9
12.6
0.3
3.7
2.9
2.3
3.4
4.0
4.5
0.7
1.8
2.6
3.0
3.5
4.5
7.8
12.0
5.9
4.4
3.3
2.5
3.4
4.0
4.7
1.3
2.8
3.3
3.5
4.1
5.9
9.9
14.3
8.5
5.4
3.7
2.7
3.3
3.8
4.2
2.2
3.9
4.0
4.2
5.0
7.7
11.7
14.9
10.1
6.4
4.0
2.8
2.9
3.2
3.4
1.1
3.1
4.8
4.7
4.9
6.1
9.9
12.5
10.3
7.1
4.1
2.7
2.4
2.6
2.7
1.5
3.8
5.3
5.0
5.4
13.1
10.1
7.2
4.0
2.0
2.1
2.1
1.9
5.0
5.1
5.9
10.3
7.4
3.9
1.6
1.7
1.6
0.6
2.1
3.9
4.5
5.1
6.3
9.5
7.1
3.8
1.4
1.4
1.2
0.7
2.1
3.6
4.2
4.9
6.6
10.4
12.9
9.0
6.3
3.5
1.2
1.2
0.9
0.8
2.1
3.4
4.0
4.7
6.9
10.9
12.6
8.8
5.6
3.3
1.2
1.1
0.8
0.9
2.3
3.4
3.9
4.7
7.0
10.6
13.5
7.6
4.6
3.0
1.2
1.0
0.7
1.3
2.7
3.6
3.9
4.5
7.2
9.9
5.1
7.0
7.7
5.9
3.7
2.6
1.2
1.1
0.8
0.7
1.9
3.4
3.9
4.1
4.7
3.6
4.8
4.9
3.7
2.9
2.4
1.2
1.2
0.9
1.0
2.8
4.1
4.3
4.4
4.7
6.1
8.7
10.1
2.1
3.1
3.5
3.1
2.7
2.3
1.3
1.3
1.1
1.5
3.8
4.8
4.7
4.6
5.6
7.5
9.3
10.7
12.0
11.2
9.2
1.6
3.0
3.4
3.2
2.8
2.4
1.5
1.6
1.5
0.3
4.6
5.3
5.0
4.7
5.2
6.1
6.9
7.7
8.7
8.5
7.2
1.6
3.5
3.9
3.6
3.2
2.6
1.8
2.0
2.0
1.1
2.8
4.9
5.3
4.9
4.6
5.4
5.9
5.7
5.7
5.7
5.6
4.9
1.8
4.0
4.5
4.0
3.4
2.8
2.3
2.5
2.6
1.3
3.3
4.9
5.0
4.8
4.5
5.8
6.2
5.8
5.4
5.0
4.5
3.9
0.3
4.1
4.9
4.1
3.5
2.9
2.8
3.1
3.2
0.7
1.6
3.5
4.5
4.6
4.5
6.1
5.2
4.9
4.2
3.6
1.8
4.0
4.6
4.0
3.5
2.9
3.2
3.6
4.0
1.0
2.1
3.6
4.2
4.2
4.2
4.2
4.5
6.3
5.5
4.8
4.2
3.6
1.7
3.6
4.0
3.7
3.3
2.7
3.4
3.9
4.6
0.7
1.6
2.7
3.6
3.9
3.9
3.9
4.0
4.3
6.2
5.5
4.8
4.1
3.5
1.5
2.9
3.4
3.2
2.9
2.5
3.4
3.9
4.6
1.2
2.5
3.3
3.7
3.9
3.8
3.8
3.8
5.8
6.4
5.9
5.3
4.6
4.0
3.4
1.3
2.4
2.9
2.8
2.6
2.3
3.2
3.6
4.0
0.9
2.3
3.5
3.7
4.0
4.0
3.8
3.6
3.6
5.2
5.6
5.4
4.9
4.4
3.8
3.4
1.2
2.0
2.6
2.6
2.5
2.2
2.7
3.0
3.2
1.5
3.5
4.3
4.2
4.2
4.1
3.8
3.6
4.5
5.1
4.9
4.6
4.2
3.8
3.4
1.2
1.8
2.3
2.5
2.4
2.2
2.2
2.4
2.5
0.5
4.6
4.9
4.5
4.3
4.1
4.6
4.6
4.4
4.1
3.8
3.5
2.5
2.4
2.2
2.1
1.9
1.8
1.7
1.7
1.6
2.4
2.2
1.7
1.8
1.9
2.0
4.9
4.4
4.2
4.5
4.4
4.2
2.7
2.6
2.4
2.3
2.3
2.2
2.1
2.1
2.0
2.6
2.5
2.2
1.4
1.5
1.6
2.1
2.7
3.3
3.8
3.9
3.9
3.5
2.9
2.4
2.0
1.9
2.3
4.0
4.7
4.6
4.2
3.9
3.7
3.4
3.2
3.1
3.2
3.7
4.2
4.6
4.6
4.5
4.2
3.9
3.6
3.3
3.0
2.8
2.7
2.6
2.6
2.6
2.6
2.6
2.5
2.4
2.2
1.9
1.7
1.6
1.9
2.4
2.7
2.6
2.3
1.2
1.2
1.3
1.3
2.0
2.5
3.0
3.3
3.4
3.4
3.1
2.6
2.2
1.9
1.7
2.4
3.8
4.0
4.0
3.8
3.5
3.3
3.1
3.0
3.0
3.1
3.6
4.2
4.8
4.9
4.9
4.7
4.3
3.9
3.5
3.1
2.9
2.8
2.8
2.8
3.0
3.1
3.1
3.1
2.9
2.6
2.3
1.9
1.8
2.0
2.7
2.9
2.7
2.4
1.1
1.1
1.1
1.8
2.1
2.5
2.7
2.8
2.8
2.6
2.3
2.0
1.7
1.7
2.4
3.2
3.3
3.3
3.2
3.0
2.9
2.8
2.7
2.8
3.0
3.6
4.3
5.1
5.5
5.4
5.2
4.7
4.1
3.6
3.2
3.0
2.9
2.9
3.1
3.3
3.6
3.7
3.6
3.5
3.1
2.6
2.2
1.9
2.4
3.1
3.2
2.9
2.6
1.1
1.1
1.1
1.0
1.6
1.8
2.0
2.2
2.3
2.3
2.1
1.9
1.7
1.5
1.6
2.2
2.7
2.7
2.7
2.6
2.5
2.5
2.5
2.6
2.8
3.2
3.8
4.7
5.7
6.3
5.0
6.1
5.3
4.5
3.8
3.4
3.1
3.0
3.0
3.2
3.5
3.9
4.2
4.2
3.9
3.4
2.8
2.4
2.1
2.9
3.7
3.5
3.2
2.8
1.1
1.2
1.1
4.1
4.7
4.9
4.4
3.6
3.0
2.5
2.1
3.2
3.9
3.5
3.0
1.1
1.1
1.2
1.2
3.6
3.4
2.9
2.3
1.8
1.7
3.1
4.3
3.7
3.1
2.6
2.1
1.7
1.3
1.1
1.2
1.3
1.3
1.1
1.0
1.0
1.3
2.8
4.4
3.8
3.3
2.7
2.2
1.7
1.4
1.2
1.3
1.4
0.7
0.8
1.1
2.7
4.3
3.8
3.3
2.7
2.2
1.8
1.4
1.4
1.5
1.6
0.6
0.9
2.5
3.9
3.7
3.2
2.7
2.2
1.8
1.5
1.6
1.8
1.9
0.5
0.7
2.0
3.4
3.3
3.0
2.6
2.2
1.8
1.6
1.8
2.1
2.4
0.4
0.5
1.5
3.0
3.0
2.7
2.4
2.2
1.9
1.6
2.0
2.4
2.9
0.3
0.4
1.2
2.7
2.7
2.6
2.4
2.1
1.9
1.7
2.2
2.7
3.3
0.3
0.4
1.0
2.6
2.6
2.5
2.3
2.2
1.9
1.7
2.3
2.8
3.4
0.3
0.4
1.1
2.6
2.6
2.5
2.4
2.2
2.0
1.8
2.3
2.8
3.3
0.3
0.5
1.2
2.8
2.8
2.7
2.5
2.3
2.1
1.8
2.1
2.6
3.1
0.4
0.6
1.6
3.1
3.1
3.0
2.7
2.4
2.2
1.9
1.9
2.2
2.6
0.5
0.8
2.1
3.6
3.6
3.3
2.9
2.6
2.3
2.0
1.6
1.9
2.2
0.7
1.0
2.7
4.2
4.0
3.6
3.2
2.7
2.4
2.0
1.5
1.6
1.7
0.8
1.3
3.1
4.7
4.3
3.8
3.3
2.9
2.4
2.1
1.3
1.4
1.4
0.9
0.4
3.2
4.9
4.3
3.9
3.4
2.9
2.5
2.2
1.2
1.2
1.2
0.9
1.3
3.2
4.8
4.4
3.9
3.0
2.6
2.3
1.2
1.1
1.1
0.8
1.2
2.8
4.3
4.1
3.8
1.2
1.1
1.0
0.7
1.0
2.3
3.7
3.7
3.5
1.3
1.2
1.0
0.7
0.9
1.9
3.3
3.3
3.3
1.3
1.2
1.0
0.6
0.9
1.6
2.9
3.1
3.2
1.4
1.4
1.4
1.1
0.6
0.9
1.4
2.6
2.9
3.2
3.5
3.8
4.1
4.1
3.9
3.6
3.2
2.7
2.4
2.1
1.9
1.8
1.7
1.6
1.6
1.5
1.5
1.5
1.5
1.3
0.5
0.8
1.3
2.4
2.8
3.1
3.6
4.1
4.5
4.5
4.4
4.1
3.5
2.9
2.5
2.2
2.0
1.9
1.7
1.7
1.7
1.7
1.7
1.8
1.8
1.7
0.4
0.7
1.1
2.1
2.6
3.1
3.6
4.2
4.9
5.1
4.9
4.3
3.6
3.1
2.6
2.3
2.0
1.8
1.7
1.7
1.7
1.8
2.0
2.1
2.3
2.3
2.3
2.6
2.8
2.9
2.7
3.2
3.5
3.6
3.5
4.0
4.4
3.6
4.1
4.8
3.7
4.1
4.5
3.5
3.7
3.8
3.8
EXISTING
FIRE
STATION
EXISTING
WATERSHOP
1st AVENUE
PARCEL
0721049017
524,026 SF
12.02
PARCEL
072104901
0
86,934 SF
405.67'618.4658.33'10.7150.797.62'253.60'199.0
253.55 659.26'98.80'250'x60'
20' SETBACK 20' SETBACK 218'x9
VEHICLE
STORAGE
STORM DETENTION
WETLAND
(E)
INGRESS AND EGRESS EASEMENT WATERLINE EASEMENT 36'-0"
PARKING LOT
PARKING LOT
GATE (G3)
GATE
SECURITY
FENCE
10
8
5
PARKING STALLS
PARKING STALLS 269.67'PARKING STALLS PARKING
9
DUMPSTER ENCLOSURE
(S2)
GENERATOR ENCLOSURE (S1)
(46'x22') 750 KW GENERATOR (32'x9')
WITH
14
18
9'x1
WETLAND
4
8
GATE (G2)
AD
A
6
12'-0"12'-0"12'-0"
10
8
6
8
5
MAIN ENTRY
PLAZA
HEADQUARTERS
ADMINISTRATION
9'x20
LANDSCAPI
NG
MONUMEN
T
AD
FILTRATION EQUIPMENT
WELL
LANDSCAPING
(WATER
SECURITY
FENCE
SECURITY FENCE AND
GATE
262.5'x90
PUBLIC ROAD 37'-6"5'-0"37'-6"20'-0"50'-0"50'-0"20' SETBACK
CELL
TOWER 24' CONCRETE
CURB
20'-0"
12'-0"20'-0"2'-0"21'-0"
121'x2
BUILDING
9'x1
9'x1
RETAINING
BIORETENTION 12'-0"12'-0"18'-0"18'-0"AD
9'x1
9'x1
DRIVELA
AD
EC
9'x1
9'x1
6' WIDE CONCRETE
SIDEWALKS
ASPHALT
PAVING
9'x1
89'x1
3
3
9'x1
AD
4
LANDSCAPI
FLAG
ECFIRELAPUBLIC
FIRELA
6' WIDE CONCRETE
SIDEWALK
FEC FEC
FLAGPOLE
24'
FP
LANDSCAP
EFIRELA
LANDSCAPE
ISLAND
ASPHALT
G
R.O.W. DEDICATION
20' PRIVATE ROAD
(SW 316th
EXISTING
MAINTENAN
CE
TREE PROTECTION
AREA
WETLAND SW 316th W.
18'-0"12'-0"20'-0"LANDSCAPE AREA [1]
(TYPE 1)
EMPLOYEE
PLAZA
LANDSCAPI
5
DRIVELA
BIKE 37'-6"5' SETBACK
BIORETENTION
BIKE BENC
BENCH
ASPHALT
FIRELA
12'-0"VEHICLE STAGING
FIRELA
VEHICLE STAGING 12'-0"12'-0"VEHICLE STAGING
FIRELA
12'-0"VEHICLE STAGING
5' WIDE CONCRETE 11'-0"24'-0"FIRELA12'-0"12'-0"
10'-0"10'-0"5'-0"10'-0"
PROJECT
WELL
(E)
6' CHAIN LINK
LANDSCAPING 44'-0"6' WIDE CONCRETE
FIRELA8'-0"9'x20
LANDSCAPI
F.H.
F.
F.
F.
F.
F.
F.
F.
F.
59'x20
8
9'x1
9
9'x1
LANDSCAPING 12'-0"37'-6"LANDSCAPI
12'-0"EXISTING TREES TO 6'-0"4'-0"5'-0"20'-0"10'-0"32'-0"ASPHALT 12'-0"68'-0"12'-0"11'-0"11'-0"5'-0"FUTURE VEHICLE
VEHICLE 3'-0"12'-0"28'-0"12'-0"6'-6"
36'-0"57'-0"12'-0"52'-0"VRF VRF
CUSTOMER DROP-OFF
ONE-WAY VEHICLE DIRECTION
(DIRECTIONAL SYMBOL)
COVERED STORAGE
CENTER TURN
MONITORING WELL
SITE ENTRANCE
CENTER TURN LANE
W.
W.
general@hultzbhu.com
Phone: (253) 383-3257
1111 Fawcett Ave Suite 100
e n g i n e e r s i n c
HULTZ
Fax: (253) 383-3283
Job Number:
Tacoma, WA 98402
BHU
design group
NOT FOR
CONSTRUCTION
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:19-220
6/15/2020 8:39:26 AMC:\Users\EricR\Documents\a18-069-BIM-MEP-SITE-R20_nhultz.rvt06.15.20 a18-069
E003
ELECTRICAL SITE
PHOTOMETRIC
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"1 ELECTRICAL SITE PHOTOMETRIC
EXISTING
FIRE
STATION
EXISTING
WATERSHOP
1st AVENUE
PARCEL
0721049017
524,026 SF
12.02
PARCEL
072104901
0
86,934 SF
405.67'618.4658.33'10.7150.797.62'253.60'199.0
253.55 659.26'98.80'250'x60'
20' SETBACK 20' SETBACK 218'x9
VEHICLE
STORAGE
STORM DETENTION
WETLAND
(E)
INGRESS AND EGRESS EASEMENT WATERLINE EASEMENT 36'-0"
PARKING LOT
PARKING LOT
GATE (G3)
GATE
SECURITY
FENCE
10
8
5
PARKING STALLS
PARKING STALLS 269.67'PARKING STALLS PARKING
9
DUMPSTER ENCLOSURE
(S2)
GENERATOR ENCLOSURE (S1)
(46'x22') 750 KW GENERATOR (32'x9')
WITH
14
18
9'x1
WETLAND
4
8
GATE (G2)
AD
A
6
12'-0"12'-0"12'-0"
10
8
6
8
5
MAIN ENTRY
PLAZA
HEADQUARTERS
ADMINISTRATION
9'x20
LANDSCAPI
NG
MONUMEN
T
AD
FILTRATION EQUIPMENT
WELL
LANDSCAPING
(WATER
SECURITY
FENCE
SECURITY FENCE AND
GATE
262.5'x90
PUBLIC ROAD 37'-6"5'-0"37'-6"20'-0"50'-0"50'-0"20' SETBACK
CELL
TOWER 24' CONCRETE
CURB
20'-0"
12'-0"20'-0"2'-0"21'-0"
121'x2
BUILDING
9'x1
9'x1
RETAINING
BIORETENTION 12'-0"12'-0"18'-0"18'-0"AD
9'x1
9'x1
DRIVELA
AD
EC
9'x1
9'x1
6' WIDE CONCRETE
SIDEWALKS
ASPHALT
PAVING
9'x1
89'x1
3
3
9'x1
AD
4
LANDSCAPI
FLAG
ECFIRELAPUBLIC
FIRELA
6' WIDE CONCRETE
SIDEWALK
FEC FEC
FLAGPOLE
24'
FP
LANDSCAP
EFIRELA
LANDSCAPE
ISLAND
ASPHALT
G
OFF-SITE FRONTAGE
IMPROVEMENTS
(CROSS SECTION TYPE G)
R.O.W. DEDICATION 50'-0"20' PRIVATE ROAD
(SW 316th
EXISTING
MAINTENAN
CE
TREE PROTECTION
AREA
WETLAND SW 316th W.
18'-0"12'-0"20'-0"LANDSCAPE AREA [1]
(TYPE 1)
EMPLOYEE
PLAZA
LANDSCAPI
5
DRIVELA
BIKE 37'-6"5' SETBACK
BIORETENTION
BIKE BENC
BENCH
ASPHALT
FIRELA
12'-0"VEHICLE STAGING
FIRELA
VEHICLE STAGING 12'-0"12'-0"VEHICLE STAGING
FIRELA
12'-0"VEHICLE STAGING
5' WIDE CONCRETE 11'-0"24'-0"FIRELA12'-0"12'-0"
10'-0"10'-0"5'-0"10'-0"
PROJECT
WELL
(E)
6' CHAIN LINK
LANDSCAPING 44'-0"6' WIDE CONCRETE
FIRELA8'-0"9'x20
LANDSCAPI
F.H.
F.
F.
F.
F.
F.
F.
F.
F.
59'x20
8
9'x1
9
9'x1
LANDSCAPING 12'-0"37'-6"40'-0"LANDSCAPI
12'-0"EXISTING TREES TO 6'-0"4'-0"5'-0"20'-0"10'-0"32'-0"ASPHALT 12'-0"68'-0"12'-0"11'-0"11'-0"5'-0"RETAINING WALL
ASSEMBLY
FUTURE VEHICLE
VEHICLE 3'-0"12'-0"28'-0"12'-0"6'-6"
36'-0"57'-0"12'-0"52'-0"VRF VRF
CUSTOMER DROP-OFF
ONE-WAY VEHICLE DIRECTION
(DIRECTIONAL SYMBOL)
COVERED STORAGE
CENTER TURN
MONITORING WELL
SITE ENTRANCE
CENTER TURN LANE 10'-0"PAVEMENT
W.
W.
750kw Generator location
Proposed EM transfer gear electrical room (8'x10')
10' - 0"8' - 0"general@hultzbhu.com
Phone: (253) 383-3257
1111 Fawcett Ave Suite 100
e n g i n e e r s i n c
HULTZ
Fax: (253) 383-3283
Job Number:
Tacoma, WA 98402
BHU
design group
NOT FOR
CONSTRUCTION
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:19-220
6/15/2020 8:39:26 AMC:\Users\EricR\Documents\a18-069-BIM-MEP-SITE-R20_nhultz.rvt06.15.20 a18-069
E004
ELECTRICAL SITE
POWER PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
1" = 40'-0"1 ELECTRICAL SITE POWER
ELECTRICAL SERVICE
• Serving electrical utility is Puget Sound Energy. Conform to utility requirements for
installation of electrical services including application forms, service arrangement,
underground primary conduit installation, vaults, pads, metering equipment, and
other customer furnished materials and equipment.
ELECTRIC VEHICLE (EV) CHARGING STATIONS
• Provide one 225Amp, 208/120 volt three phase, 42 circuit panelboard and
associated power distribution dedicated for outdoor EV charging stations.
• Provide three (3) outdoor charging stations, each station consisting of one (1) dual
port Schneider Electric Model EV230PDRR EV charging station device and one (1)
dual port 120 volt 20 ampere level 1 charging station device. Design and installation
shall comply with NEC Article 625.
• Charging stations shall be located to accommodate agency vehicles, employee
vehicles, and visitors.
• Charging stations shall be pedestal mounted in a parking arrangement that
accommodates four (4) individual adjacent stalls, preferably in a nose to nose
configuration, with a total of 12 stalls service from three (3) charging stations. One
parking stall served by the charging stations must be constructed and sized to meet
2010 ADA standards for Accessible Design for van accessible parking stalls and
include an ADA approved path of travel to an ADA accessible building entrance.
• For unsecured (public) parking, provide two (2) inch conduits to a handhole for future
EV charging stations.
EMERGENCY POWER
• A central generator sized for the estimated electrical demand to operate all building
systems for the campus is proposed. Generator shall provide both emergency and
standby power. Size of generator is estimated not to exceed 750 KW and would
have a subbase fuel tank for operating up to 96 hours at full load. Tank would need
to be refilled every 3 to 5 days during an extended outage. Load shedding provisions
will be required to comply with generator sizing requirements for NEC 700
emergency systems.
• Provide required engine fuel spill containtment.
• Life Safety Systems: Emergency egress lighting, exit signs, illumination at electric
service equipment, and life safety equipment shall be connected to generator per
NEC article 700.
• Standby Power: Select lighting, convenience, appliance, equipment, and HVAC
loads as determined by owner shall be connected to generator per NEC article 702.
BRANCH CIRCUITS
• Provide power to landscape water feature, monument sign, security gate(s) and site
lighting pole outlets.
60"
36"
3/4" X 10'
GROUND ROD
BOND TO POLE &
BRANCH CIRCUIT
GROUND CONDUCTOR
HANDHOLE
BASE COVER
BLACK 1/8" THICK POLYPROPOLENE
BASE PROTECTOR. POLETECTOR.COM
#2 BARE GROUND
CONDUCTOR
BOND TO
REBAR
24" DIAMETER CAST IN PLACE CONCRETE
BASE. EXPOSED PORTION TO HAVE
RUBBED FINISH.
SONOTUBE FORM (MAY BE LEFT IN
PLACE BELOW GRADE)
FINAL GRADE
RACEWAY 24" BELOW FINAL GRADE
AUGERED HOLE MAY BE USED AS
CONCRETE FORM BELOW 30"
#3 REBAR TIES AT 12"O.C.
4#5 REBAR MINIMUM 3" FROM EDGE
ANCHOR BASE POLE
GROUT UNDER
3/4"x3/4" CHAMFER
SMOOTH FINISH
AUGERED HOLE MAY BE USED AS
RACEWAY 24" BELOW FINAL GRADE
BASE. EXPOSED PORTION
#3 REBAR TIES AT 12"O.C.
CONCRETE FORM BELOW 30"
4#5 REBAR MINIMUM 3" FROM EDGE
IN PLACE BELOW GRADE)
SONOTUBE FORM (MAY BE LEFT
TO HAVE RUBBED FINISH.
CAST IN PLACE CONCRETE
ANCHOR BASE POLE
3/4"x3/4" CHAMFER
GROUT UNDER
FINAL GRADE
A
6"
ANCHOR BOLTS AS SPECIFIED
BY MANUFACTURER
POLE HT
8'-12'
13'-20'
21'-30'
31'-40'
41'-50' 84"
78"
72"
48"
42"
A B
18"
18"
24"
30"
30"
B
3/4" X 10' GROUND ROD
BOND TO REBAR
BASE COVER
BOND TO POLE &
BRANCH CIRCUIT
GROUND CONDUCTOR
HANDHOLE
#2 BARE GROUND
CONDUCTOR
FLOODLIGHT AS
CONCRETE
BASE
12" NOM
4"
DARK BRONZE SLIP FITTING
SPECIFIED
18"
16"
1/2" PVC (TYP)
WELDED BASE
STEEL STANCHION OR PIPE WITH
2" PAINTED DARK BRONZE GALV
TAMPER PROOF SET SCREW (MIN OF 3)
GRADE
FINISHED
general@hultzbhu.com
Phone: (253) 383-3257
1111 Fawcett Ave Suite 100
e n g i n e e r s i n c
HULTZ
Fax: (253) 383-3283
Job Number:
Tacoma, WA 98402
BHU
design group
NOT FOR
CONSTRUCTION
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.PLOTTED:FILE PATH:19-220
6/15/2020 8:39:26 AMC:\Users\EricR\Documents\a18-069-BIM-MEP-SITE-R20_nhultz.rvt06.15.20 a18-069
E700
ELECTRICAL
DETAILS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
NTS1PARKING LIGHT POLE DETAIL
NTS2SIDEWALK LIGHT POLE DETAIL
NTS3FIXTURE BASE DETAIL
T1ST AVENUE SOUTH1ST AVENUE SOUTHAMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design groupa18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave, Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU19-220Know what'sbelow.before you dig.CallR06.15.20SL001STREETLIGHTINGSCALE: NORTHSTREET LIGHTING PLAN1" = 40'-0"’”
LUMINAIRE POLELIGHT POLE BASE AND J-BOXLUMINAIRE POLE NUMBERINGUNIFORM LUMINAIRE WIRING DETAILAMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design groupa18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave, Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU19-220Know what'sbelow.before you dig.CallR06.15.20SL002STREETLIGHTINGDETAILS
STREET LIGHT SERVICE CABINETAMERICAN INSTITUTE OF ARCHITECTSHELIX DESIGN GROUP, INCDATEJOB NO.REVISIONDATEDRAWING NO.91087654321ABCDEFGHJKABCDEFGHJK91087654321ÓHELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group.design groupa18-069FEDERAL WAY, WASHINGTONSCHEMATIC DESIGNSUBMITTALLAKEHAVENMAIN CAMPUSSITE DEVELOPMENTgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave, Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU19-220Know what'sbelow.before you dig.CallR06.15.20SL003STREETLIGHTINGDETAILSILLUMINATION SYSTEM SERVICE DETAILUL LISTED PER STANDARD #508ASUITABLE FOR USE AS SERVICE ENTERANCE EQUIPMENTMEETS EUSERC/PSE SPEC.
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLR35.00'
R35.00'
VEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT100
22 FOOT DUMP
TRUCK WITH
30 FOOT
TRAILER
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLVEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT101
26 FOOT
SERVICE
TRUCK WITH
32 FOOT
TRAILER
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLVEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT102
28 FOOT
SERVICE
TRUCK
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLVEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT103
38 FOOT VAC
CLEANER
TRUCK
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLASPHALT
SIDEWALK
CONNECTING NEW
SIDEWALK TO EX.
SIDEWALK
VEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT104
TRACTOR AND
45 FOOT
TRAILER
DUMPSTER ENCLOSURE
W/ ROOF (S2)
GENERATOR ENCLOSURE
W/ ROOF (S1)
06/14/2020
T1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLVEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT105
FIRE TRUCK
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
1ST AVENUE SOUTH1ST AVENUE SOUTH
S 317TH PLASPHALT
SIDEWALK
CONNECTING NEW
SIDEWALK TO EX.
SIDEWALK
VEHICLE STORAGE
BUILDING B2 EXISTING WATERSHOP
BUILDING B4
HEADQUARTERS ADMINISTRATION
BUILDING B1
BUILDING B3
FF: 337.00
FF: 337.91
FF: 335.00
41,604 GSF
2,662 GSF
19,428 GSF
ROOF AREA 15,120 SF
EXISTING FIRE STATION BUILDING
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DATE JOB NO.
REVISION DATE
DRAWING NO.
9
10
8
7
6
5
4
3
2
1
A B C D E F G H J K
A B C D E F G H J K
9
10
8
7
6
5
4
3
2
1
ÓHELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
design group
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
AHBL NO.: 2180145.10
06.15.20 a18-069
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTAL
LAKEHAVEN
MAIN CAMPUS
SITE DEVELOPMENT
Know what's below.
before you dig.Call
R NGRAPHIC SCALE
0 40 80
1" = 40 FEET
20
VT106
DRILL RIG
WITH 50 FOOT
WHEEL BASE
GENERATOR ENCLOSURE
W/ ROOF (S1)
DUMPSTER ENCLOSURE
W/ ROOF (S2)
06/14/2020
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
41
JBTD
AUGUST 30, 2018
2180145.50
JEFF BLACHOWSKI
6021 12TH STREET EAST, SUITE 201
FIFE, WA 98424-1376
HELIX
ARCHITECTURE
LAKEHAVEN
WATER AND SEWER
HEADQUARTERS
A PORTION OF THE E 1/2 OF THE SE 1/4 OF SEC. 07, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON.
LAKEHAVEN WATER AND SEWER HEADQUARTERS
1
TOPOGRAPHIC
SURVEY
LEGAL DESCRIPTION
UTILITY NOTES
RELIANCE NOTE
EQUIPMENT USED
SURVEYOR'S CERTIFICATE
N
0 100 200 FEET
1" = 100 FEET
GRAPHIC SCALE
500VERTICAL DATUM
BASIS OF BEARING
T
LEGEND
SHEET 2SHEET 3SHEET 4TREE NOTE
05/26/2020
05/26/2020
T
1ST AVENUE SOUTH2NDAVENUE SW2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
42
JBTD
AUGUST 30, 2018
2180145.50
JEFF BLACHOWSKI
6021 12TH STREET EAST, SUITE 201
FIFE, WA 98424-1376
HELIX
ARCHITECTURE
LAKEHAVEN
WATER AND SEWER
HEADQUARTERS
A PORTION OF THE E 1/2 OF THE SE 1/4 OF SEC. 07, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON.
LAKEHAVEN WATER AND SEWER HEADQUARTERS
2
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
SEE SHEET 3
05/26/2020
1ST AVENUE SOUTH2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
43
JBTD
AUGUST 30, 2018
2180145.50
JEFF BLACHOWSKI
6021 12TH STREET EAST, SUITE 201
FIFE, WA 98424-1376
HELIX
ARCHITECTURE
LAKEHAVEN
WATER AND SEWER
HEADQUARTERS
A PORTION OF THE E 1/2 OF THE SE 1/4 OF SEC. 07, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON.
LAKEHAVEN WATER AND SEWER HEADQUARTERS
3
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
SEE SHEET 4
SEE SHEET 2
05/26/2020
T1ST AVENUE SOUTH2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
44
JBTD
AUGUST 30, 2018
2180145.50
JEFF BLACHOWSKI
6021 12TH STREET EAST, SUITE 201
FIFE, WA 98424-1376
HELIX
ARCHITECTURE
LAKEHAVEN
WATER AND SEWER
HEADQUARTERS
A PORTION OF THE E 1/2 OF THE SE 1/4 OF SEC. 07, TWN. 21 N., RGE. 04 E. W.M.
CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON.
LAKEHAVEN WATER AND SEWER HEADQUARTERS
4
TOPOGRAPHIC
SURVEY
N
GRAPHIC SCALE
0 30 60 FEET
1" = 30 FEET
15
SEE SHEET 3
T
LEGEND
05/26/2020