HomeMy WebLinkAbout07/15/2025 - Work Study - Additional Doc-POCEC PresentationPORT ORCHARD
COMMUNITY EVENT CENTER
City Council Presentation
07.15.2025
RIC 'erguAILLER
PORT ORCHARD COMMUNITY EVENTS CENTER
MASTER PLAN SCHEDULE
LEGEND •PERMITTING • DESIGN TASKS . DESIGN DELIVERABLES KRL .PO .KPFD
YEAR 2025 2026
MONTH APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
WEEK STARTING DATE
ILA
TASK
5
SHORELINE
Final State & Federal Approvals
Shoreline Restoration Design & Permit Documents
SDP, LDAP & Building/MEP Permitting
Submittal
City Permit Reviews
City Comments
:
SCHEDULE PENDING
SHORELINE STATE & FEDERAL APPROVALS
Resubmittal
'
City Permit Reviews
City Permit Approval
City 3rd Party Constructability Review
Shoreline Finalize Bid Set
100% Bid Ready Construction Documents'
n
5
POCEC
•
POCEC Construction Documents
POCEC Construction Documents (Mech/Elec Refrigerants)
PO Design Meetings (Fridays, every 2 weeks starting 5/30)
KRL Design Updates Meetings & Revisions
•
SDP & LDAP Permitting
Submittal
City Permit Reviews
City Comments
Resubmittal
•
City Permit Reviews
City Permit Approval
:
CURRENT SCHEDULE
Building/MEP Permitting
Submittal
City Permit Reviews
•
City Comments
•H
Resubmittal
City Permit Reviews
____________
City Permit Approval
City 3rd Party Constructability Review
•
POCEC Finalize Bid Set
100% Bid Ready Construction Documents
ORCHARD PLAZA .
Orchard Plaza Construction Design & Permit Documents
SDP, LDAP & Building/MEP Permitting
Submittal
City Permit Reviews
City Comments
Resubmittal
SCHEDULE PENDING
SHORELINE STATE & FEDERAL APPROVALS
City Permit Reviews
•
City Permit Approval
`
City 3rd Party Constructability Review
.
Orchard Plaza Finalize Bid Set
•
100% Bid Ready Construction Documents
7/2/2025
ORCHARD PLAZA
RIC 'erguAILLER
7-11
47 PORT
ORCHARD
YACHT SALES
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is PORT
ORCHARD
BOAT LAUNCH
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iri
0 30 60 90
SCALE: 1=60'
PORT `
ORCHARD ^'
OBSERVATION
DECK
ORCHARD
MARINA
STATION � `��
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LAUNDRY
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PUBLIC
,T' k
RESTROOM
KITSAP
BANK
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FUTURE
DEVELOPMENT
ORCHARD PLAZA ILLUSTRATIVE SITE PLAN
ORCHARD PLAZA I CITY OF PORT ORCHARD
EXISTING
BUILDING
� '\,J
KPG
Seattle
3131 Elliott Avenue, Suite 400
Seattle, WA 98121 206.286.1640
Tacoma I Wenatchee I KPG.com
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Cs� •�
PHOTO EXAMPLE OF THE PAVER MIX GRADIENT
Q
PHOTO EXAMPLE OF SPONSORSHIP PAVERS
DECORATIVE PAVER TYPE 1
1/8"
SCORE
JOINT
CEMENT
CONCRETE
a,a
° d"
PAVEMENT,
° SIDEWALK OR
DRIVEWAY
NOTE CLEAN SCORE JOINT BY SAWCUT.
NO RADIUS ON EDGE. NO SMOOTH FLANGE
TOOLING ON EITHER SIDE OF JOINT.
SCORE JOINT DETAIL
NTS
I
M
...
HRT-40 "'18
HRT-38 **13
HRT-60 "08
EXAMPLE OF
PAVER MIX 1
S..
HRT-30*'20
HRT-34"'33
HRT-20'"36
EXAMPLE OF
PAVER MIX 2
o
'H
HCB-15 ""85
HRT-15 "75
-RT-27 "42
EXAMPLE OF
PAVER MIX 3
0
8'
MANUFACTURER: WAUSAUIILE
PRODUCT: H -SERIES ESTATE CEO HEX ARCHITECTURAL PAVER
(8"x4"THICK)
COLOR/FINISH: MIX 1 (HRT-40**18, HRT-38**13,
HRT-60**08), MIX 2 (HRT-30**20, HRT-34**33,
HRT-20**36), MIX 3 HCB-15**85, HRT-15**75, HRT-27**42)
CEMENT CONCRETE
PAVEMENT
) " TOOLED RADIUS
PLANTING AREA
PLANTER EDGE DETAIL
W
3/8"
EXPANSION
DECORATIVE PRECAST
PAVER OR 5'X5'
JOINT
SCORED CEMENT
CONCRETE PAVEMENT.
°.
SEE DETAIL THIS
7
daT
SHEET
CEMENT
CONCRETE
DECORATIVE
s
d PAVEMENT,
PRECAST PAVER,
SIDEWALK OR
TYP. SEE DETAIL
a 4
DRIVEWAY
THIS SHEET.
a
GROUT JOINT, TYP.
I'
PHOTO EXAMPLES OF DRIVEABLE CONCRETE PAVERS IN A
PARKING LOT; PAVER COLORS TO MATCH PLAZA DECORATIVE
PAVERS
DECORATIVE PAVER TYPE 2
PHOTO EXAMPLE OF A WOOD PATH THROUGH BIORETEN110N
PLANTER
WOOD BOARDWALK PATH
DECORATIVE PAVER,
TYP.
2' DIA. DRAIN HOLE,
LOCATE AT LOWEST
ELEVATIONS AT 4'-0" O.C.
SPACING FILL WITH PEA
GRAVEL
FILTER FABRIC
DECORATIVE PAVER DETAIL SECTION
GROUT JOINT DETAIL EXPANSION JOINT DETAIL
NTS
NTS NTS
OF WAgy
DATE BY APPR. REVISIONS 20040-PLAZ-URB-DETdwg
Approved By
FILENAME
7nnn(��nn
-r Sul' Ube O
JS
12/2023
�% Q
•y
ENGINEERING MANAGER DATE DESIGNED BY
JS
DATE
1212023
Zo ~
PROJECT MANAGER DATE DRAWN BY
DATE
HW
PROJECT ENGINEER DATE CHECKED BY
12/2023
DATE
y0 2ss ExP. o21�'V�\,�4iC�
SCA PE Aµr
PHOTO EXAMPLE OF CEMENT CONCRETE PAVEMENT
WITH DECORATIVE SANDBLASTED BAND
INTEGRAL COLORED CONCRETE BAND
PHOTO EXAMPLE OF WOOD DECK PLATFORM
WOOD DECK PLATFORM
JOINT SAND BETWEEN
CONCRETE PAVERS, TYP.
BUILDING EDGE OR CIP
CONCRETE SEATWALL
EXPANSION JOINT, TYP.
SEE DETAIL, THIS SHEET
N4" SAND -ASPHALT SETTING BED
TACK COAT OF EMULSIFIED
OR CUT -BACK ASPHALT ON
CEMENT CONCRETE BASE
4' CEMENT CONCRETE PAVEMENT
4" CSTC
COMPACTED SUBGRADE
PHOTO EXAMPLE OF CEMENT CONCRETE PAVEMENT WITH
DECORATIVE SANDBLASTED TREATMENT
CEMENT CONCRETE PAVEMENT WITH
SANDBLASTED FINISH
NOTE: DETAIL TO BE PROVIDED
AT NEXT SUBMITTAL
2' X 2' SCORED CEMENT
CONCRETE SIDEWALK
NOTE: DETAIL TO BE PROVIDED
AT NEXT SUBMITTAL
2' X 4' SCORED CEMENT
CONCRETE WATERFRONT PATH
PHOTO EXAMPLE OF METAL WAYFINDING
INLAY IN CONCRETE
TRAIL WAYFINDING INLAY
PHOTO EXAMPLE OF DRIVABLE TURF PAVING
PRODUCT
REINFORCED TURF PAVING
EXAMPLE OF PRECAST SEAT
PRECAST SEAT WALL
MANUFACTURER: FORMS+SURFACES
PRODUCT: DISPATCH UTTER & RECYCLE
RECEPTACLE
MODEL: SLDIS-220 WITH "LITTER" LID
OPENING
COLOR/FINISH: POWDERCOATED, SILVER
TEXTURE
LITTER AND RECYCLE RECEPTACLE
PHOTO EXAMPLE OF WOOD BENCH TOP
WITH SEGMENTED ARM RESTS
MANUFACTURER: SPORTWORKS
PRODUCT: OAHU NO SCRATCH BIKE RACK
COLOR/FINISH: STAINLESS STEEL POWDERCOATED,
SILVER, SURFACE MOUNTED
BIKE RACK
PHOTO EXAMPLE OF WIRE MESH RAILING ALONG WATERFRONT EDGE
WIRE MESH GUARD RAIL
PHOTO EXAMPLE OF DRINKING
FOUNTAIN WITH BOTTLE REFILL
STA110N AND PET STA110N
DRINKING FOUNTAIN
PHOTO EXAMPLE OF DECORATIVE SCREEN
PANEL IN LANDSCAPE PLANTER
ARCHITECTURAL SCREEN PANEL
PHOTO EXAMPLE OF REMOVABLE PHOTO EXAMPLE OF SHADE STRUCTURE
SAFETY BOLLLARD TO SHOW SHAPE AND SCALE.
REMOVABLE BOLLARD SHADE STRUCTURE
NOTE: ART ELEMENTS TO BE
DETERMINED.
PUBLIC ART FEATURE
PHOTO EXAMPLES OF ELECTRICAL POWER BOLLARDS WITH LOCKING ELECTRICAL DOOR COVER
AND UGH11NG
ELECTRICAL POWER BOLLARD
Di
PHOTO EXAMPLE OF BENCH SWING.
BENCH SWING
PHOTO EXAMPLE OF MANUAL SWING GATE AND RECEIVER
LATCH POST
MANUAL SWING GATE AND LATCH POST
r
-'I:TJI :.1
Y -Ty
PHOTO EXAMPLE OF STANDARD BENCH
PzInirw
CONSTRUCTION NOTES
APPROXIMATE MEAN
/ HIGH WATER MARK
ORCHARD PLAZA /
SCOPE BOUNDARY
DECK/BUILDING .
OVERHANG, TYP.-
CEC SITE MODIFICATIONS;
PLANTER CONFIGURATION
REVISED SINCE 60% CEC
SUBMITTAL
PORT ORCHARD
COMMUNITY EVENT CEt
(CEC)
E
E
O
0
0
0
N
PARKING LOT PLANTER; INSTALL 24" TOPSOIL TYPE A AND 2" BARK
OR WOOD CHIP MULCH, TYP. PLANT WITH ROADWAY MIX; SEE
SCHEDULE, SHEET L1.02.
ORNAMENTAL PLANTER AREA; INSTALL 18" TOPSOIL TYPE A AND 2'
BARK OR WOOD CHIP MULCH, TYP. SEE PLANTING SCHEDULE, SHEET
L1.02.
0 BIORETENT10N PLANTER; INSTALL 18" BIORETENTION MEDIA AND
TOPDRESS WITH 3" COARSE COMPOST, TYP. PLANT WITH
BIORETENT10N MIX; SEE SCHEDULE, SHEET LS1.02.
ECO-TURF AREA; INSTALL 6" TOPSOIL TYPE A AND HYDROSEED WITH
FLOWERING ECO-TURF MIX, TYP.
50 DECORATIVE ROCK AREA; SEE DETAIL, SHEET L1.03.
06 LANDSCAPE LOG; SEE DETAIL, SHEET L1.03.
07 LANDSCAPE BOULDER; SEE DETAIL, SHEET [1.03.
09 PUBLIC ART FEATURE, TBD.
10 REINFORCED TURF PAVING. SEE URBAN DESIGN DETAILS.
11•RESTORATION AREA; AMEND NATIVE SOIL WITH 2' FINE COMPOST AND
TOPDRESS WITH 2" BARK OR WOOD CHIP MULCH, TYP. PLANT WITH
RESTORATION MIX; SEE SCHEDULE, SHEET LS1.02.
1Q ARCHITECTURAL SCREEN PANEL. SEE URBAN DESIGN DETAILS.
11 - Q
PLANT UNOL
----PLANT QUANTITY
SEE SHEETS L1.02 - L1.03 FOR
LANDSCAPE SCHEDULE, DETAILS
AND GENERAL NOTES.
PLANTING LEGEND
NATIVE/ADAPTED MIX FOR SUN
0 0
D D
NATIVE POLLINATOR MIX
NATIVE SHORELINE MIX
BIORETENTION MIX
FLOWERING ECO-1URF MIX
O
OQ
PRELIMINARY PLANT SCHEDULE
ro
0
T
E
E
0
0
O
N
SYMBOL
BOTANICAL NAME/ COMMON NAME QTY
SIZE
REMARKS
TREES
0
Ti
CORNUS KOUSA X NUTTALU 'KN4-43'/ STARLIGHT DOGWOOD
7
2" CAL
B&B; WELL -BRANCHED
4 1
tint
12
RHAMNUS PURSHIANA/ CASCARA
6
6-7' HT.
3-5 CANES MIN.
1" MIN. CAL PER CANE
13
ACER CIRCINATUM/ VINE MAPLE
5
6-7' HT.
3-5 CANES MIN.
1" MIN. CAL PER CANE
0
15
PINUS CONTORTA VAR. CONTORTA/ SHORE PINE
3
6'-7" HI.
B&B; HIGH -BRANCHED
T7
METASEQUOIA GLYPTOSTROBOIDES 'SOUL FIRE'/ SOUL FIRE DAWN REDWOOD
2
4'-5' HT.
B&B; HIGH -BRANCHED
NATIVE/ADAPTED MIX FOR SUN
Si
ARCTOSTAPHYLOS X 'PACIFIC MIST'/ PACIFIC MIST MANZANITA
2 GAL CONT.
42" O.C. TRI. SP. TYP.
S2
CISTUS X CRISPATUS 'WARLEY ROSE'/ WARLEY ROSE ROCKROSE
2 GAL CONT.
42" O.C. TRI. SP. Ti?.
4,200 SF
S5
SPIREA BETUIJFOLIA VAR. LUCIDA/ SHINY -LEAVED SPIREA
2 GAL CONT.
36" O.C. TRI. SP. TYP.
S7
VACCINIUM OVATUM 'SCARLET OVATION'/ EVERGREEN HUCKLEBERRY
2 GAL CONT.
36" O.C. TRI. SP. TYP.
G2
DESCHAMPSIA CESPITOSA/ TUFTED HAIR GRASS
1 GAL CONT.
24" O.C. TRI. SP. TYP.
G3
FES1UCA IDAHOENSIS 'SISKIYOU BLUE'/ SISKIYOU BLUE IDAHO FESCUE
1 GAL CONT.
24" O.C. TRI. SP. TYP.
GC1
ARMERIA MARITIMA/ SEA THRIFT
1 GAL CONT.
15" O.C. TRI. SP. TYP.
GC2
ERIGERON GLAUCUS 'SEA BREEZE'/ SEA BREEZE FLEABANE
1 GAL CONT.
15" O.C. TRI. SP. TYP.
GC3
ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'/ MASSACHUSETTS KINNIKINNICK
1 GAL CONT.
24" O.C. TRI. SP. TYP.
GC4
PENSTEMON PINIFOIJUS 'MELON'/ MELON PINELEAF BEARDTONGUE
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P1
ACHILLEA MILLEFOLIUM 'WALTHER FUNCKE'/ WALTHER FUNCKE COMMON YARROW
1 GAL CONT.
18" O.C. TRI. SP. TYP.
NATIVE POLLINATOR MIX
G2
DESCHAMPSIA CESPITOSA/ TUFTED HAIR GRASS
1 GAL CONT.
24" O.C. TRI. SP. TYP.
GC4
FRAGARIA CHILOENSIS/ BEACH STRAWBERRY
1 GAL CONT.
18" O.C. TRI. SP. TYP.
750 SF
P2
CAMASSIA QUAMASH/ COMMON CAMMAS
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P3
COREOPSIS LANCEOLATA/ LANCELEAF TICKSEED
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P4
LOMATIUM UTRICULATUM/ SPRING GOLD
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P5
LUPINUS IJTORALIS/ SEASHORE LUPINE
1 GAL CONT.
24" O.C. TRI. SP. TYP.
P6
SIDALCEA CAMPESWRIS/ MEADOW CHECKERMALLOW
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P7
SYMPHYOTRICHUM SUBSPICATUM/ DOUGLAS ASTER
1 GAL CONT.
18" O.C. TRI. SP. TYP.
GENERAL NOTES
1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR
NURSERY STOCK, ANSI Z60.1 MOST CURRENT VERSION.
2. PLAN, MAINTAIN AND WARRANTY PER SECTION 8-02 OF THE SPECIAL
PROVISIONS.
3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF ENGINEER.
4. INSTALL 2" BARK OR WOOD CHIP MULCH OVER ALL DISTURBED AREAS
NOT BEING PLANTED OR SEEDED, UNLESS OTHERWISE NOTED.
5. PROPERTY RESTORATION TO BE DONE AS DIRECTED BY THE ENGINEER.
6. ALL SINGLE -STEM DECIDUOUS TREES SHALL MEET WSDOT "STREET
TREE GRADE" STANDARD AND SHALL BRANCH AT MIN 6' HT. ABOVE
FINISH GRADE.
NATIVE SHORELINE MIX
.4 i 4
51
ARCTOSTAPHYLOS X 'PACIFIC MIST'/ PACIFIC MIST MANZANITA
2 GAL CONT.
42" O.C. TRI. SP. TYP.
S5
SPIREA BETULIFOIJA VAR. LUCIDA/ SHINY -LEAVED SPIREA
2 GAL CONT.
36" O.C. TRI. SP. Ti?.
2,930 SF
S6
MAHONIA AQUIFOIJUM 'COMPACTA'/ COMPACT OREGON GRAPE
2 GAL CONT.
48" O.C. TRI. SP. TYP.
S4
ROSA NUTKANA/ NOOTKA ROSE
2 GAL CONT.
48" O.C. TRI. SP. TYP.
S7
VACCINIUM OVATUM 'SCARLET OVATION'/ EVERGREEN HUCKLEBERRY
2 GAL CONT.
36" O.C. TRI. SP. TYP.
G2
DESCHAMPSIA CESPITOSA/ TUFTED HAIR GRASS
1 GAL CONT.
24" O.C. TRI. SP. TYP.
G2
LEYMUS MOWS/ AMERICAN DUNE GRASS
1 GAL CONT.
24" O.C. TRI. SP. TYP.
GC4
FRAGARIA CHILOENSIS/ BEACH STRAWBERRY
1 GAL CONT.
18" O.C. TRI. SP. TYP.
GC3
ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'/ MASSACHUSETTS KINNIKINNICK
1 GAL CONT.
24" O.C. TRI. SP. TYP.
P3
COREOPSIS LANCEOLATA/ LANCELEAF TICKSEED
1 GAL CONT.
18" O.C. TRI. SP. Ti?.
P4
LOMATIUM UTRICULATUM/ SPRING GOLD
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P5
LUPINUS IJTORAIJS/ SEASHORE WPINE
1 GAL CONT.
24" O.C. TRI. SP. TYP.
P6
SIDALCEA CAMPESTRIS/ MEADOW CHECKERMALLOW
1 GAL CONT.
18" O.C. TRI. SP. TYP.
P7 SYMPHYOTRICHUM SUBSPICATUM/ DOUGLAS ASTER 1 GAL CONT. 18" O.C. TRI. SP. TYP.
BIORETENTION MIX
+ +
S8
CORNUS SANGUINEA 'MIDWINTER FIRE'/ MIDWINTER FIRE DOGWOOD
2 GAL CONT.
60" O.C. TRI. SP. TYP.
S9
SAIJX PURPUREA 'NANA'/ DWARF BLUE ARCTIC WILLOW
2 GAL CONT.
42" O.C. TRI. SP. Ti?.
1,930 SF
G4
CAREX DENSA/ DENSE SEDGE
1 GAL CONT.
24" O.C. TRI. SP. Ti?.
P8
IRIS DOUGLASIANA/ DOUGLAS IRIS
1 GAL CONT.
18" O.C. TRI. SP. TYP.
FLOWERING ECO-TURF MIX
100 SY
SEE SHEET L1.04 FOR PLANT
PALETTE EXAMPLE IMAGES
TREE PLANTING NOTES
LANDSCAPE BOULDER EXAMPLE IMAGE
NOTE: NA11VE STONE, SIZED APPROX. 15"-24"
TRUNK
WIND
PREVAILING
TREE STAKE) TREE STAKE
STAKING PLAN ROOT BALL
2' DIA. WOOD STAKE; STAKES SHOULD BE
LOCATED OUTSIDE OF ROOT BALL AND SHALL
NOT INTERFERE WITH PERMANENT BRANCHES
NON-ABRASIVE RUBBER TREE TIES
ROOT FLARE SHALL BE LOCATED ABOVEGROUND
LINE; TOP OF ROOT BALL SHALL
BE FLUSH WITH FINISH GRADE
I
NISH GRADE
BARK OR WOOD CHIP MULCH);
KEEP AWAY FROM TREE TRUNK
OPSOIL TYPE A
SCARIFY SUBGRADE PRIOR
TO TOPSOIL INSTALLATION
RECOMPACT SUBGRADE BELOW
ROOT BALL TO PREVENT SETTLING
TYPICAL EVERGREEN TREE PLANTING DETAIL
NTS
6' MIN. BRANCH HT ABOVE
FINISH GRADE
NON-ABRASIVE
RUBBER TREE TIES
2" DIA. WOOD STAKE; STAKES SHOULD
BE LOCATED OUTSIDE OF ROOT BALL
AND SHALL NOT INTERFERE WITH
PERMANENT BRANCHES
-ROOT FLARE SHALL BE LOCATED
ABOVE GROUND LINE; TOP OF
ROOT BALL SHALL BE FLUSH
WITH FINISHED GRADE
2" BARK OR WOOD CHIP MULCH;
KEEP AWAY FROM TREE TRUNK
FINISHED GRADE
TOPSOIL TYPE A
SCARIFY SUBGRADE PRIOR
TO TOPSOIL INSTALLATION
RECOMPACT TOPSOIL BELOW
ROOT BALL TO PREVENT SETTLING
TYPICAL DECIDUOUS TREE PLANTING DETAIL
NTS
1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER.
2. CUT ALL TIES AND REMOVE BURLAP ROOTBALL.
3. REMOVE ALL PLASTIC AND TWINE.
4. BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN 6" LIFTS AND
LIGHTLY RECOMPACT RACH LIFT; FTER BACKFIWNG, WATER IN ROOT
BALL TO SETTLE THE SOIL.
5. PLANT TREES WITH ROOT FLARE ABOVE FINISHED GRADE; DO NOT
COVER TOP OF ROOTBALL WITH SOIL.
LARE SHALL BE LOCATED
GROUND LINE; TOP OF ROOT
HALL BE FLUSH WITH
GRADE
OR WOOD CHIP MULCH;
NAY FROM BASE OF PLANT
GRADE
TYPE A
ACT TOPSOIL BELOW
\LL TO PREVENT SETTLING
SUBGRADE PRIOR
;OIL INSTALLATION
DETAIL
CEMENT CONC SIDEWALK
3' LENGTH NON -TREATED
WOOD 2' X 10" WITH
EYEBOLTS EACH END
COMPAil
TYPICAL TREE GRATE PLANTING DETAIL
NTS
2'X10"X3'WITH
EYEBOLTS EACH END
10 GA. GALVANIZED WIRE
WITH ) " DIA. RUBBER HOSE,
TURNBUCKLE AND EYEBOLTS
)TER TREE IN PIT
.E GRATE & FRAME;
DETAILS THIS SHEET
PEA GRAVEL LAYER
GA. GALVANIZED WIRE WITH 1z" DIA.
3BER HOSE, TURNBUCKLE & EYEBOLTS,
HTEN TO HOLD TREE UPRIGHT
'ENT CONC
2B AND GUTTER
TOPSOIL TYPE A, BACKFILL
AROUND ROOTBALL
SCARIFY ALL SIDES OF PIT
r� � • ;fi.' � ,� yr
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GENERAL NOTES
1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH CITY GUIDELINES, PSE
REQUIREMENTS, WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS,
SPECIAL PROVISIONS, AND THESE PLANS.
2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. ALL JUNCTION BOXES PLACED IN SIDEWALKS, WALKWAYS AND SHARED USE PATHS
SHALL HAVE LOCKING AND SKID RESISTANT LIDS AND FRAMES.
4. JUNCTION BOXES IN HARDSCAPE SHALL BE INSTALLED TO ALIGN WITH THE
JOINTING/SCORING. SEE SITE ELEMENTS PLAN.
CONSTRUCTION NOTES
CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION. FURNISH AND INSTALL PSE
KING LIGHTING PEDESTRIAN LUMINAIRE FIXTURE, POLE, AND ALL ASSOCIATED
EQUIPMENT PER ILLUMINAT10N DETAILS.
QQ FURNISH AND INSTALL CATENARY LIGHTING SYSTEM, INCLUDING NECESSARY POLES,
FOUNDATIONS, WIRING, AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS.
FURNISH AND INSTALL LINEAR BENCH LIGHTING. INSTALL WATERPROOF FITTINGS
FOR ALL EXPOSED CONDUITS. FOR LINEAR UNDERLIGHTING MOUNTING DETAILS, SEE
URBAN PLANS.
FURNISH AND INSTALL RECEPTACLES ON BENCHES. FOR LOCATIONS SEE URBAN
PLANS.
CONSTRUCT PLAZA LUMINAIRE POLE FOUNDATION. FURNISH AND INSTALL
LUMINAIRE POLE, PLAZA LIGHTING FIXTURES, AND ALL ASSOCIATED EQUIPMENT
PER ILLUMINAT10N DETAILS. LUMINAIRE SCHEDULE AND WIRING NOTES TO BE
PROVIDED AT LATER SUBMITTAL.
AFFIX CATENARY MESSENGER CABLE TO PLAZA LUMINAIRE POLE.
O7 FURNISH AND INSTALL ILLUMINATED/ELECTRICAL POWER BOLLARD. LUMINAIRE
SCHEDULE AND WIRING NOTES TO BE PROVIDED AT LATER SUBMITTAL.
LIGHTS TO BE INSTALLED AS PART OF CEC CONTRACT.
FOR PRELIMINARY LIGHTING PRODUCT
INFORMATION SEE SHEET IL02.
LEGEND
EXISTING NEW
DESCRIPTION
PEDESTRIAN LUMINAIRE & POLE
C8
PLAZA LUMINAIRES & POLE
-----
LINEAR BENCH LIGHTING
---
CATENARY LIGHTING
® m O] 9 v
JUNCTION BOX TYPE 1, 2
P
CONDUIT
CONSTRUCT10N NOTE
ILLUMINATION BOUNDARY
PSE King Lighting
Pedestrian Luminaire
Fixture:
King Luminaire
P4 Optical System
K723 Falconridge Jr.
(Pedestrian & Roadway
scale available)
Pole:
Structura Beam pole
Bench Lighting
Underbench, detail -integrated flexible, wet location rated
strip. Fixture to measure 0.71" in width x 0.67" in height x
continuous length. Fixture to be constructed of UV resistant,
waterproof polyurethane.
LED Linear USA Venus TC 3D IP67
VarioLED Flex- VENUS TC-3D-W930-494-IP67
Illuminated Bollards
BEGA System Bollards with 180 or 360
degree light distribution and safety guard.
Luminaire can be adjusted independent of
anchor bolt orientation. Available in 5.5" to
10.5" diameter. Receptacles optional.
_ _ 11
Without components With adjustable With lockable door, With passive infrared With emergency With drive -through With 240V receptacle Wood bollard tube
LED floodlight and GFCI outlet motion sensor lighting battery protection for electric vehicle
charging
Catenary Messenger Cable System
Fixtures:
EXTON 4" Frosted LED
EXTON 6" HOTH Frosted Shade
4 1/8" "G" Envelope fixture and 6" dia.
Exton Kore with Hoth Shade to be
combined in catenary system to create a
layered appearance.
Plaza Lights
Fixtures:
Selux Olivio
EXTON - KORE-EX5 LED "G" ENVELOPE DIRECT CABLE MOUNTI
7 -1/8"
(181mm)
04 -1/8"
(104m m)
Kore-EX5 LED Frosted "G" Envelope, Direct Cable Mount, Aluminum or
Black Finish
(EX5-K-C-GEF-AUBLK)
Kore-EX5 LED Frosted "G" Envelope Modules- Features a 27K, 5W LED source with
an integral current controller for 24V DC operation- Anodized Aluminum (AL) or
Black (BLK) finish. System and Remote Power Supply ordered separately to create a
complete System.
EXTON - KORE-EX5 LED DIRECT CABLE MOUNT MODULE
5 -7115"
(138mm)
08"
(152mm)
Kore-EXS LED 6" Hoth Frosted Shade Module, Direct Cable Mount, Aluminum or
Black Finish
(EX 5-K-C-HOTH-6-FR-AUBLK)
Plaza poles with adjustable accents. Pole to
measure 18' tall with 4 adjustable fixture heads
outputting 45001m per head. Fixture to have a
flood beam spread and measure 8" in diameter
x 17-3/4" in height. Fixture to be constructed of
die-cast aluminum.
Selux-Olivio
SX 960 11-9
11
Poles:
Structura - Bol
8'-24' Round
tapered and
straight wood
poles
SHORELINE
RIC 'erguAILLER
Ecolag ical
Land Services
HABITAT IMPROVEMENT PLAN
Revised September 9, 2024, April 18, 2023
Port Orchard
Community Events Center
Port Orchard, Washington
Prepared for
Rice Fergus Miller, Inc.
275 5th Street,
Suite 100
Bremerton, WA 98337
Prepared by
Ecological Land Services, Inc.
1157 3rd Avenue, Suite 220A • Longview, WA 98632
(360) 578-1371 • Project Number 2521.07
(360) 377-8773
WASHINGTON
SITE
47.5426° Latitude
-122.6391° Longitude
LOCATION MAP
T
24
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NOTE:
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LEGEND:
Site Boundary
Parcel Boundary
OHWM
— 75Shoreline Buffer
130' Shoreline Buffer
---1' Contours
Existing Building
Existing Concrete
— — — — Existing Seawall
® Existing Ornamental Landscaping
o Historic Creosote Pilings (8 Total)
V) Mean Higher High Water (9.18')
Highest Astronomical Tide (11.53')
Y — -
Historic Creosote Pilings -
24" Diameter
25' Long (Above and Below Ground)
2 /
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Parcel #:
do
262401-1-001-2004
0
Sinclair Inlet
Type S
Highest Astronomical Tide 11.53'
1
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2 � .,:i„gin ?���.•': v',.
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w d
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Kitsap Bank
Drive Through
M O
Parcel #:
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2. Existing conditions survey provided by KPFF Engineering. V C
3. Shoreline Jurisdiction encompasses entire site.
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,
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it
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b
n �
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7
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I I '' I ___
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LEGEND:
II Site Boundary
Parcel Boundary O F
OHWM
Gj a
I �y.:..•:.:v:•.� 75Shoreline Buffer
II + t.', 1' Contours U Qd a
II Existing Building W Z w
``F t {` Existing Concrete O U
?. : — — — Existing Seawall
II ® 5.Existing Existing Existing Ornamental Landscaping p" A
.r„�' o Historic Creosote Pilings (8 Total) o M M ::;.. ,:; o N
Concrete Building �"- * Mean Higher High Water (9.18) N
/ Highest Astronomical Tide (11.53) Ln
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N LL
189 sq. ft. a
• 0 USZ Zone 2 - MHHW (9.18') to +5' MLLW (2.47') U)
/ 2,603 sq. ft.
NOTE(S):
760 Low Shore Zone - +5' MLLW (2.47') to -10' MLLW -12.53'
TM 9,623 sq. ft.
/ 1. Aerial from Google Earth (8/15/2020). o G
2. Existing conditions survey provided by KPFF Engineering. 0 Deep Shore Zone - Below -10' MLLW (-12.53') V R
3. Shoreline Jurisdiction encompasses entire site. 19,929 sq. ft. IJJ
LEGEND: h /
Site Boundary /
Parcel Boundary / 'o F
;� /7/
E d
OHWM � Mean Low Lower /
° 1' Contours ;� // i Mean Higher High Water 9.18'
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— 75' Shoreline Buffer Sinclair Inlet / / i/zZ Z / i
Mean Higher High Water (9.18') o " O N
9 9 Type S / / / /// ii/ / A � o
Highest Astronomical Tide (11.53) "� 3� �i / /i. / , 7
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I w w
Proposed 1' Contours
(5) Proposed16" DIA In -Water Piles � i/i-1/ //
�� ,/ / a ~ z U A
Proposed Deck (2,944 sq. ft.) �/ ���
Proposed Building / / \ i
/ i // // /
Proposed Bench i / / _ w
0 Proposed Piles 77/, /� / // i \ °J
Proposed Retaining Wall / Proposed Deck 2 / / hr' /
® Proposed Walking Trail / / /
A
ProposedAsphalt /7 / / / / / i / J i ��.o
Proposed Im ervious Surface / / / / / / // // / i / i��� /
0 Proposed Concrete / / // /� %� / /ice 7/ \ / �.....;................ o c� W z z
Temporary Cofferdam and Win walls / i i � Hi Est Astronomical W
Proposed Retaining Wall with (5) // / i i //_// Tide 11.53' /� \ .
p �% //i // // ............. ,.. ................... ��UWC
16" DIA Piles /
Proposed Retaining Wall with (10) /////
/ ..... :... i.:.:.....:......:... \ a a w N
ii' / ::•. ; ¢ a a
Proposed Restoration j//i,� / / / / /� ���� t::•:t ' ::;�:'-''�''`'' QO• t .1 ......... I I Q z
Historic Creosote Pilin s to be / // / / / ' • •:�%:•'•'•'� • • • +••••.•.•.•. �•�
Removed (8 Total) / / / �� / / / +: '�. •:•:•:•'•' I
0.20 tons (per PSNHCC) /� / -_� / / .•. : .;.:..«+#`«...+..+..+..+..+. /
// '+''
// / / /1
N II Shoreline to be Exposed ,�i / / '/'/7 _ Jam/ *'� o Q a
/ Retaining Wall Supported : /
- 3,336 s . ft. /// / / /// _ _ by(5)16 DIA Piles / z
//// / / j msi��'i'�'i'�'i'�'i'�'�'�'�'+•'�'+'+ �.�'� / a A
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/ Historic Creosote Rilings I I l / //// /�� / N
24" Diameter \\ 1 I I I I / / / /// , 4 ........ / /
1 / / '.'.'.'.'.'.'.'..'.'' ' / / s Ln
X / 25' Long (Above and Below Grourl) \`1 1 III / ii / /� 240 LF Temporary+Sheetpile V / /
n° to be Removed I �l 11 1 1 1 1 1 11 H Cofferdam. Includes (2) / / I w a �'
\/ �I111111 'if/(
Wingwalls / / / H MJ o
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l l / / /\�/ / / / Port Orchard �'
p / /1/11/ / Community L
NOTES : l I /� /i Events Center �� / // 0 a
1. Site plan provided by KPFF Engineering. j/\ I / / / E v.a
2. Shoreline Jurisdiction encompasses entire // / . / // C
site. / C�/ •,S W
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16'0 PILE
20-
15 —
HAT: 11.53
10— MHHW: 9.18
5—
MLLW +5: 2.47
0—
MLLW: -2.531
-5—
HANDRAIL BY LANDSCAPE
EXISTING GRADE
(Seawall) TOP OF RETAINING WALL
16'
EVENTS CENTER PROMENADE
RETAINING WALL
TEMPORARY SHEET
PILE CAISSON
SHORE ARMOR SHALL COMPLY MATH WSDOT STANDARD
SPECIFICATION 9-03.11(2) (10' STREAMBED COBBLES) OR
9-13.5(1), QUARRY SPALLS, TIP
NOTES:
1. TEMPORARY SHEET PILE NOT AT SIMILAR.
2. FINAL GRADING SHOWN.
3. DEMOLISHED SEAWALL NOT SHOWN.
4. TOP FACE OF TIDE POOLS SHALL BE BETWEEN EL 4.0 AND EL 10.0.
TOP OF RE TM C WALL
18'
CONCRE-E DECK E4EVT5 CENTER PRC6ENAPE
E111S1NG
GRADE
(Seawall)
r
` RETAINING WALL
It SHORE ARMOR SIRALL COMPLY WITH WSDOT STANDARD
SPECFl611ION 9-03.11(2) (10' SI PMBEO CEBLES) OR
9-13.5(1), MARRY SPAS
REAINING WALL AND DECK �1
NOTE(S):
1. Site plan provided by KPFF Engineering.
RETAINING WALL AND SHEET PILE
20-
15 —
HAT: 11.53
10— MHHW: 9.18
5—
MLLW +5: 2.47
0—
MLLW: -2.53 c7
-5
GRATED DECK
HANORAIL
LANDSCAPES 1� TOP OF Y
RETAINING WALL
\11 CONCRETE DECK
1111111111
EXISTING
GRADE / 5.
(Seawall)
16'0 PILE i / a
16'
EVENTS CENTER PROMENADE
RETAINING WALL
/ 12' SHORE ARMOR SHALL COMPLY WITH WSDOT STANDARD
SPECIFICATION 9-03.11(2) (10' STREAMBED COBBLES) OR
9-13.5(1), QUARRY SPALLS
RETAINING WALL AND DECK 3�
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Photo 1 was taken from along Bay Street
east of the project site. It looks
northwesterly along Bay Street with
the Kitsap Bank building visible in
the upper right just below the tree
branches.
Photo 2 was taken from the same location
and looks north across the proper-
ties along Bay Street. The Kitsap
Bank drive thru is in the upper left.
The Port Orchard Marina is beyond
the building, parking, and vegetation
in this photo.
Photo 3 was taken from the entrance to the
Port Orchard Marina northeast of
the project site. It looks southwest-
erly back toward the Kitsap Bank
Building. This view shows the ex-
tent of seawall below the bank and
wood handrail.
1157 3rd Ave., Suite 220A DATE: 2/13/23 Photoplate 1
Longview, WA 98632 DWN: JB Site Photos
Phone: (360) 578-1371 Port Orchard Community Events Center
ECo
Fax: (360) 414-9305 PRJ. MGR: JB Rice Fergus Miller ogicai PROJ.#: 2521.07 Port Orchard, Washington
Land Services
Photo 4 was taken along the path from the
Waterfront Park in downtown Port
Orchard east of the project site. It
looks westerly along the path to-
wards the bank and shows the rub-
ble consisting of concrete chunks
and rip rap, which was placed to
protect the seawall.
Photo 5 was taken from the path where the
handrail begins. It looks southwest-
erly along the path and handrail with
the bank building to the left. The
rubble in this area is largely rip rap
chunks covered with barnacles.
The proposed overwater deck will
be situated in this area.
Photo 6 was taken from the same location
as Photo 5 and looks northeasterly
to show the extent of the shoreline
rubble from a different angle. The
overwater deck will end at the hand-
rail angle on the right. Beyond the
handrail, the property is managed
by the City of Port Orchard as part
of the Waterfront Park.
1k
1157 3rd Ave., Suite 220A DATE: 2/13/23 Photoplate 2
Longview, WA 98632 Site Photos
Phone: (360) 578-1371 DWN: JB Port Orchard Community Events Center
ECo
Fax: (360) 414-9305 PRJ. MGR: JB Rice Fergus Miller 0ga�Icai PROJ.#: 2521.07 Port Orchard, Washington
Land Services
Photo 7 shows the rubble along the shore-
line covered with barnacles. This
photo also shows the steep angle of
the shoreline in this area as it goes
beneath the waterline.
Photo 8 was taken from the northwest cor-
ner of the project site and the sea-
wall. It looks northeasterly along the
path and the west end of the bank
building. A large concrete patio is
formed in this area, which will be
removed as part of the project and
the shoreline restored through grad-
ing.
Photo 9 was taken from the same location
as Photo 8. It looks southerly along
the west edge of the project site
showing the west end of the bank, a
narrow parking area to the right, and
the building with the 7-11 mini mar-
ket in the upper left.
' 1157 3rd Ave., Suite 220A DATE: 2/13/23 Photoplate 3
Longview, WA 98632 DWN: JB Site Photos
Phone: (360) 578-1371 Port Orchard Community Events Center
Fax: (360) 414-9305 PRJ. MGR: JB Rice Fergus Miller
Ecological PROJ.#: 2521.07 Port Orchard, Washington
Land Services
Photo 10 was from the same location as
Photos 8 and 9 on Photoplate 3. It
looks westerly along the shoreline
where the rubble continues.
Photo 11 was taken from the east end of the
bank building to show the existing
vegetation within the onsite land-
scaped areas. This vegetation com-
munity provides no function for the
shoreline buffer and do not provide
habitat for wildlife.
Photo 12 was taken from the parking area
between the bank and 7-11 building
(Photo 9). It looks back toward the
corner of the seawall to show its ex-
tent as well as the concrete pilings
that will be removed as part of the
shoreline restoration.
1157 3rd Ave., Suite 220A DATE: 2/13/23 Photoplate 4
Longview, WA 98632 Site Photos
Phone: (360) 578-1371 DWN: JB Port Orchard Community Events Center
ECo
Fax: (360) 414-9305 PRJ. MGR: JB Rice Fergus Miller 0ga�Icai PROJ.#: 2521.07 Port Orchard, Washington
Land Services
Photo 13 shows a closer view of the creo-
sote pilings and a portion of the old
sheet pile that will be removed as
part of the shoreline restoration.
Photo 14 shows the creosote pilings and
sheet pile that will be removed as
viewed from the corner of the sea-
wall. There are 8 creosote pilings
that appear to be about 25 feet long.
The sheet pile in this area extends
into the deeper water and is sur-
rounded by the barnacle covered
rocks.
Photo 15 was taken to show some pilings
that appear to be composed of con-
crete that occur below the water.
They are visible in the upper left cor-
ner and next to the large rocks.
These pilings were not accounted
for in the shoreline restoration calcu-
lations in the PSNHCC but their re-
moval will also improve the shore-
line on this property.
1157 3rd Ave., Suite 220A DATE: 2/13/23 Photoplate 5
Longview, WA 98632 Site Photos
Phone: (360) 578-1371 DWN: JB Port Orchard Community Events Center
ECo
Fax: (360) 414-9305 PRJ. MGR: JB Rice Fergus Miller 0ga�Icai PROJ.#: 2521.07 Port Orchard, Washington
Land Services
3/17/2023 1:13 PM C:\Users\Emilio\Box\ELS\WA\Kitsap\Port Orchard\2521-Rice Fergus Miller\2521.07-POCEC Seawall Permitting\2521.07-Figures CAD Only\2521.07_SMP.dwg Emilio
Est
V C
-
�
DATE: 8/30/24
1157 3rd Ave., Suite 220A DWN: EF/JLL
Longview, WA 98632 REQ. BY: JB
NOT TO SCALE Phone: (360) 578-1371 PRJ. MGR: JB
ECOI�Or� I Fax: (360) 414-9305 CHK:
yica www.eco-land.com PROJECT NO:
Land Services 2521.07
1-igure t
COASTAL SHORELINE PHOTO
Port Orchard Community Events Center
Rice Fergus Miller
Port Orchard, Kitsap County, WA
Section 26, Township 24N, Range 1 E, W.M.
COMMUNITY EVENTS CENTER
RIC 'erguAILLER
UP III II H
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STAIR 4
96 SF
OFFICE OFFICE OFFICE OUTDOOR
61 SF 63 SF 64 SF KIDS AREA
OPERABLE PARTITION
OFFICE -
STAFF WORK ■ 165 SF I - - i i I
ROOM O BREAK ROOM
IIII
594 SF - - 183 SF ' •'i I I
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165 SF
KIDS
COLLECTION
DATA
ELEV 2 MDF 34 SF _
86 SF 42 SF STAFF RR = ADA RR TWEEN
SPRINKLER i COLLECTION
133 SF 80 SF JAN 70 SF
32S
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264 SF RESTROOM
74 SF
EVENT LOAD TEEN
COLLECTION
169 SF
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3,893 SF
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143 SF
239 SF
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SELF CHECK
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0 PROGRAM
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176 SF
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172 SF
JAN
36 SF
STAIR 1 IH
209 SF
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NORTH
FLOOR PLAN - LEVEL 01 816 __
PORT ORCHARD COMMUNITY EVENTS CENTER � CITY OF PORT ORCHARD � 07/1512025 RIC�2Yg2l,SMLLER
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PORT ORCHARD COMMUNITY EVENTS CENTER I CITY OF PORT ORCHARD I 07/15/2025
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7.02.2025
STUDIO SC
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-----------------
STUDIO SC PORT ORCHARD CEC DESIGN DEVELOPMENT FEATURE WALL LOCATION
7.02.2025 + 2
Reference
Sinclair Inlet Topography Map
Feature Wall
Approved Schematic Design Concept
----------------
Precedent Images
I '
WALL ELEVATION
SCALE: 3/16"=1'-O"
STUDIO sc PORT ORCHARD CEC DESIGN DEVELOPMENT FEATURE WALL : APPROVED SCHEMATIC CONCEPT 7.02.2025 3
Feature Wall
Approved Schematic Design Concept
Discoverable Opportunities
a
Legend
e Radmad Fleet SettlemenE
� Railroad Port
2 miles olsh..
Q
Mosquito Fleet / Ferry Routes
MPd IAYVI5t[t I \_
10 y. 4 4
hrc P
9 12 9 Snnl I � q s
KET B4) 16 6
Nautical Map Information
ILSTU010 SC
p:i 1+1, r
4
r j
Historic Locations
\ ti
tPASMA
16 n 14 V n22 24 24
'I� 1 Strax
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24 � ! 23 20
Q
9 rkBn 2 24 +62
f T 25 22
22
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18 17 7 76 1 292
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19 21 a 14 23 W \3p
72 23 25 22 20 iB 19 29 27
263
9 2�
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fi 29 30 36
Cites
Flora / Fauna
PORT ORCHARD CEC DESIGN DEVELOPMENT
WALL ELEVATION
SCALE: 3/16"=1'-0"
FEATURE WALL: DISCOVERABLE OPPORTUNITIES
7.02.2025 +