HomeMy WebLinkAboutSUB2025-00007_Exhibit#6_BSPLOT 9
LOT 3
LOT 11
LOT 7LOT 5
TRACT B
LOT 6LOT 4
TRACT C
TRACT E
TRACT A
LOT 1
LOT 8
LOT 10
FOU
R
C
O
R
N
E
R
S
R
DROAD ALOOP ROADROAD BLOT 2
TRACT D
APN 001334007
JAMES L. THOMPSON
APN 001334036
PELICAN HOLDINGS LLC APN 001331015JEFFERSON CO.FIRE DISTRICT #1APN 001331018PORT OF PORT TOWNSENDAPN 001331012PORT OF PORT TOWNSENDAPN 001331017
PORT OF PORT TOWNSEND
APN 001332016BRUCE B. SETON JR.APN 001334041
PORT OF PORT TOWNSEND
AREA = 147,828 S.F. (±3.39 AC)
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-COVR.dwg
C0.1
1
COVER SHEET
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
CONTACT: BART BRYNESTAD, P.E.
CIVIL ENGINEER SURVEYOR
IF WORKERS ENTER ANY TRENCH OR OTHER
EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION
2-09.3(3)B, IT SHALL BE SHORED AND
CRIBBED. THE CONTRACTOR ALONE SHALL
BE RESPONSIBLE FOR WORKER SAFETY AND
AHBL ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY
AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY FOR
THE LOCATION OF UNDERGROUND UTILITIES.
FILL 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.
UTILITY NOTE
FILL SPECIFICATION
TRENCH NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC
DATA SHOWN ON THESE DRAWINGS HAS
BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE
RELIABLE, AHBL CANNOT ENSURE ACCURACY
AND THUS IS NOT RESPONSIBLE FOR THE
ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
TOPOGRAPHIC NOTE
VERTICAL DATUM
BASIS OF BEARING
LEGAL DESCRIPTION
PORT OF PORT TOWNSEND
2701 JEFFERSON ST PO BOX 1180
PORT TOWNSEND, WA 98368
PH: (360) 316-6469
CONTACT: DAVE NAKAGAWARA
OWNER
VICINITY MAP
SCALE: 1" = 1/4 MILE (1,320')
SITE
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
CONTACT: DAVE FOLLANSBEE, PLS
JEFFERSON COUNTY
INTERNATIONAL AIRPORT
FO
U
R AIRPORT
CUTOFF
RD
AIR
P
O
R
T
R
D COTTONWOOD CT
WOO
D-
LAN
D
D
R
RIDGEV
IEW
DRNIGHT-OWL RDC
O
R
N
E
R
S
R
DHIGHWAY 20GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT
TRAFFIC ENGINEER
LOSS SYSTEM DESIGNER
ADC WASTEWATER ENGINEERING
PH. (253) 203-1200
CONTACT: JASON JACOBSON, P.E.
TERRA ASSOCIATES
12220 113TH AVE NE, SUITE 130
KIRKLAND, WA 98034
PH. (425) 821-7777
CONTACT: CAROLYN S. DECKER, P.E.
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
CONTACT: SARAH SINGLETON SCHROEDEL, PLA
TENW
520 KIRKLAND WAY, SUITE 100
KIRKLAND, WA 98033
PH. (206) 396-8286
CONTACT: JEFF SCHRAMM
UTILITY PURVEYORS
WATER: JEFFERSON PUD
SEWER: PRIVATE LOSS SYSTEM
POWER: JEFFERSON PUD
CABLE: JEFFERSON PUD
NAVD 1988 VERTICAL DATUM ON
ORTHOMETRICALLY CORRECTED GPS
OBSERVATIONS USING WSRN AND GEOID 2012A.
NAD 1983/11
WASHINGTON STATE PLANE NORTH PROJECTION,
BASED ON GPS OBSERVATIONS USING WSRN AND
GEOID 2012A. US SURVEY FEET.
APN 001331005
PER STATUTORY WARRANTY DEED, RECORDED MARCH 7, 2002
UNDER RECORDING NUMBER 453202, RECORDS OF JEFFERSON
COUNTY:
THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 33, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., IN
JEFFERSON COUNTY, WASHINGTON, EXCEPT THAT PORTION
DESCRIBED IN DEED TO THE PORT OF PORT TOWNSEND
RECORDED JULY 27, 1990 UNDER AUDITOR'S FILE NO. 333052.
APN 001334041
PER STATUTORY WARRANTY DEED, RECORDED DECEMBER 9,
2024 UNDER RECORDING NUMBER 669086, RECORDS OF
JEFFERSON COUNTY:
THAT PORTION OF THE EAST HALF OF THE NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33,
TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M., JEFFERSON
COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID
SECTION 33;
THENCE NORTH 88°16'00" WEST ALONG THE NORTH LINE OF THE
SOUTHEAST QUARTER OF SAID SECTION 33 FOR A DISTANCE OF
1,685.61 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 88°16'00" WEST ALONG THE NORTH
LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 33 FOR A
DISTANCE OF 292.30 FEET TO THE NORTHWEST CORNER OF
TRACT CONVEYED TO CHARLES E. ROGERS AND ROXIE D.
ROGERS BY DEED RECORDED UNDER VOLUME 416 OF DEEDS,
PAGE 333, AUDITOR'S FILE NO. 360893, RECORDS OF JEFFERSON
COUNTY, WASHINGTON;
THENCE SOUTH 1°27'19" WEST ALONG THE WEST LINE OF SAID
TRACT FOR A DISTANCE OF 471.69 FEET TO THE NORTHERLY
RIGHT-OF-WAY LINE OF FOUR CORNERS ROAD;
THENCE SOUTHEASTERLY ALONG NORTHERLY RIGHT-OF-WAY
ALONG A CURVE TO THE RIGHT WHOSE RADIAL BEARING BEARS
SOUTH 13°43'00" WEST, HAVING A RADIUS OF 5,783.70 FEET AND A
CENTRAL ANGLE OF 2°58'53" FOR A DISTANCE OF 300.96 FEET;
THENCE NORTH 1°27'19" EAST PARALLEL WITH THE WEST LINE OF
SAID TRACT FOR A DISTANCE OF 541.80 FEET TO THE POINT OF
BEGINNING.
SITUATE IN THE COUNTY OF JEFFERSON, STATE OF
WASHINGTON.
P
T
W
W
SIGN
TEST PIT
CLEANOUT
POWER TRANSFORMER
GUY ANCHOR
UTILITY POWER POLE
JUNCTION BOX
POWER MANHOLE
COMMUNICATIONS MANHOLE
COMMUNICATIONS VAULT
WATER MANHOLE
WATER VALVE
WATER VAULT
CONIFEROUS TREE AS NOTED
DECIDUOUS TREE AS NOTED
POWER VAULT
ELECTRICAL LINE
OVERHEAD UTILITIES
ASPHALT
CONCRETE
FOUND MONUMENT AS NOTED
SET NAIL AND WASHER
FOUND REBAR AND CAP
CENTER SECTION
SECTION CORNER
QUARTER SECTION CORNER
U UTILITY MANHOLE
WATER LINE
EXISTING LEGEND
SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C0.1 COVER SHEET
2 C0.2 EXISTING CONDITIONS
3 C1.0 PRELIMINARY BINDING SITE PLAN MAP AND HORIZONTAL CONTROL
4 C2.0 ROAD A & ROAD B PLAN AND PROFILE
5 C2.1 LOOP ROAD PLAN AND PROFILE
6 C3.0 ROAD SECTIONS
7 C4.0 GRADING AND DRAINAGE PLAN
8 C5.0 UTILITY PLAN
SITE INFORMATION
PARCEL: 001331005
ADDRESS: NOT ASSIGNED
PARCEL: 001334041
ADDRESS: NOT ASSIGNED
05/07/2025
APN 001334007
APN 001334036 APN 001331015APN 001332016APN 001331018APN 001331012APN 001331017
EXISTING JEFFERSON
PUD ELECTRICAL VAULT
EXISTING JEFFERSON
PUD CONDUIT
EXISTING WELL
100' WELL PROTECTION AREA
(UNDOCUMENTED)EXISTING GRAVEL
ACCESS ROAD
EXISTING JEFFERSON
PUD ELECTRICAL VAULT
EXISTING JEFFERSON
PUD ELECTRICAL VAULT
APN 001331005
PORT OF PORT TOWNSEND
AREA = 1,029,377 S.F. (±23.63 AC)
FOU
R
C
O
R
N
E
R
S
R
D
APN 001334041
PORT OF PORT TOWNSEND
AREA = 147,828 S.F. (±3.39 AC)
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK N
GRAPHIC SCALE
0 60 120
1" = 60 FEET
30
MATCHLINE
MATCHLINE
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-SURV.dwg
C0.2
2
EXISTING
CONDITIONS
VERTICAL DATUM
BASIS OF BEARING
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY
CORRECTED GPS OBSERVATIONS USING WSRN AND
GEOID 2012A.
NAD 1983/11
WASHINGTON STATE PLANE NORTH PROJECTION, BASED
ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
US SURVEY FEET.
05/07/2025
1.00 AC
LOT 9
1.02 AC
LOT 3
1.00 AC
LOT 11
1.00 AC
LOT 71.00 AC
LOT 5 1.94 AC
TRACT B
1.00 AC
LOT 61.04 AC
LOT 4
1.43 AC
TRACT C
3.59 AC
TRACT E
2.02 AC
TRACT A
1.00 AC
LOT 1
1.00 AC
LOT 8
216.24'252.52'266.93'Δ=34°55'15"
R=127.38'
L=77.63'
61.10'209.10'241.98'120.38'Δ=43°21'48"
R=127.37'
L=96.40'216.00'208.29'216.00'209.42'
209.00'209.00'209.00'209.00'209.00'
209.00'209.00'209.00'209.00'209.00'209.00'209.55'
209.00'209.00'Δ=30°54'22"
R=127.38'
L=68.71'67.37'208.71'268.99'26
5
.
1
6
'
Δ=42°22'53"
R=127.38'
L=94.22'142.00'234.00'231.40'130.83'
Δ=16°42'45"
R=127.37'
L=37.15'
234.00'216.24'L=211.66'R=67.37'Δ=180°00'00"548.43'L=211.66'R=67.37'Δ=180°00'00"548.43'
115.18'50.00'1001.05'259.00'50.00'261.24'Δ=90°00'00"
R=5.00'
L=7.85'
55.00'
50.00'460.99'578.13'
Δ=90°00'00"
R=5.00'
L=7.85'261.24'680.59'780.01'259.68'50.00'201.50'
60.00'
60.00'60.00'APN 001334007
APN 001334036 APN 001331015APN 001331018APN 001331012APN 001331017
APN 00133201650' VEGETATION RETENTION
PERIMETER BUFFER (TYP.)
50' VEGETATION RETENTION
PERIMETER BUFFER (TYP.)
50' VEGETATION RETENTION
PERIMETER BUFFER (TYP.)
60' TRACT
26' DRIVE AISLE
60' TRACT
12' WIDE GRAVEL
ACCESS ROAD
26'
CONCRETE
WHEELSTOP (TYP.)
60' TRACT
26' DRIVE AISLE
18' (TYP.)9' (TYP.)
18' (TYP.)
9' (TYP.)
18' (TYP.)9' (TYP.)
18' (TYP.)
9' (TYP.)
26'26'26'26'
26'26'10' UTILITY
EASEMENT
26'
26'
26'
26'26'
26'26'26'
26'
26'
26'
5' SIDEWALK
10' UTILITY EASEMENT
5' SIDEWALK
10' UTILITY
EASEMENT
5' SIDEWALK
1.33 AC
LOT 10
R85.87'
R35'
32' UTILITY
ACCESS EASEMENT ROAD BLOOP ROAD
ROAD A11+00 12+00 13+00 14+00 15+00 16+00
17
+
0
0
18+0019+0
0
20+0021+0022+0023+0024+0025+0026+0027+00EP: 27+50.48
PC: 16+45.80
PC: 25+00.14
PT: 19+51.72
PT: 26+53.10
5+006+007+008+00S88° 15' 59"E
645.80'L=305.91'R=97.37'Δ=180°00'00"N1° 44' 01"E97.37'N1° 44' 01"E839.97'R35'
R85.88'
LOOP ROAD STA: 21+72.54 =
ROAD A STA: 8+39.9731+0032+00EP: 32+89.00
26'
26'LOOP ROAD STA: 10+00.00 =
ROAD B STA: 30+00.00
L=152.96'R=
9
7.3
8'
Δ
=
9
0°00'00"
N88° 15' 59"W
548.43'N1° 44' 01"E289.00'R20' DRIVEWAY
RADIUS (TYP.)
R12.50'216.24'201.50'
30.00'
Δ=11°42'57"
R=127.37'
L=26.05'
1.00 AC
LOT 2
3.24 AC
TRACT D
100' WELL PROTECTION AREA
(UNDOCUMENTED)
APN 001334041
EXISTING 32' EASEMENT
FOR INGRESS, EGRESS,
AND UTILITIES
26' DRIVE AISLE
9.5'
5' SIDEWALK
FOU
R
C
O
R
N
E
R
S
R
D
MAJOR ROAD APPROACHROAD A0+001+002+003+004+005+00BP: 0+00.00 N1° 44' 01"E839.97'R35'
R35'
EXISTING 30' EASEMENT
FOR INGRESS, EGRESS,
AND UTILITIES
APN 001334041
APN 001334041
Parcel #
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
TRACT A
TRACT B
TRACT C
TRACT D
TRACT E
Area
1.00
1.00
1.02
1.04
1.00
1.00
1.00
1.00
1.00
1.33
1.00
2.02
1.94
1.43
3.24
3.59
Description
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
DEVELOPMENT LOT
VEGETATION RETENTION AND UTILITIES
VEGETATION RETENTION AND UTILITIES
VEGETATION RETENTION AND UTILITIES
VEGETATION RETENTION AND UTILITIES
ACCESS AND UTILITIES
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK N
GRAPHIC SCALE
0 60 120
1" = 60 FEET
30
MATCHLINE
MATCHLINE
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-PLAT-MAP.dwg
C1.0
3
PRELIMINARY BINDING
SITE PLAN MAP AND
HORIZONTAL CONTROL
*EXISTING PARCEL 001334041 TO BE USED FOR
ACCESS AND UTILITIES
SITE STATISTICS
PROJECT SIZE:
DEVELOPMENT PARCEL: 23.62 ACRES
ACCESS PARCEL: 3.39 ACRES
ZONING:
DEVELOPMENT PARCEL: ESSENTIAL PUBLIC FACILITY-AIRPORT, AIRPORT OVERLAY III
ACCESS PARCEL: RR-10 - RURAL RESIDENTIAL
IMPERVIOUS SURFACE COVERAGE, DEVELOPMENT PARCEL:
MAXIMUM 25% = 5.90 ACRES
MAXIMUM BUILDING SIZE: 10,000 SF
MAXIMUM BUILDING HEIGHT: 35 FT
SHARED ONSTREET PARKING PROVIDED: 102 SPACES
MINIMUM LOT SIZE: 1.00 ACRES
MAXIMUM LOT SIZE: 1.33 ACRES
SETBACKS
EXTERIOR:50 FT VEGETATION RETENTION PERIMETER BUFFER
FRONT: NONE
INTERIOR:NONE
SURFACING LEGEND
ASPHALT CONCRETE PAVEMENT
CEMENT CONCRETE SIDEWALK
GRAVEL ACCESS ROAD
05/07/2025
LOT 11
LOT 1
FOUR CORNERS RDROAD A
21+0022+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 LOOP ROADROAD A STA: 8+39.97 =
LOOP RD STA: 21+72.54
N1° 44' 01"E
839.97'
1
C3.0
TRACT C142141138
EXISTING UTILITY POLE
STA:0+30.74, 0.00'
FG: 138.65140 139TRACT D2
C3.0
APN 001334041
135
140
145
150
155
135
140
145
150
155
0+00FG FG0+50FG 142.41FG 142.691+00FG 142.72FG 142.491+50FG 142.04FG 141.542+00FG 141.04FG 140.542+50FG 140.04FG 139.543+00FG 139.04FG 138.543+50FG 138.07FG 137.714+00FG 137.48FG 137.374+50FG 137.36FG 137.365+00FG 137.36FG 137.365+50FG 137.36FG 137.366+00FG 137.36FG 137.366+50FG 137.36FG 137.367+00FG 137.36FG 137.367+50FG 137.42FG 137.618+00FG 137.92FG 138.358+39.97FG 138.652.00%
0.00%
2.00%
PVI: 137.36
PVI STA: 7+75.47
K: 50.00
A.D.: 2.00%
100' VC
BVCS: 7+25.47BVCE: 137.36EVCS: 8+25.47EVCE: 138.36PVI: 137.36
PVI STA: 3+83.83
K: 50.01
A.D.: 2.00%
100' VC
BVCS: 3+33.83BVCE: 138.36EVCS: 4+33.83EVCE: 137.36PVI: 143.23
PVI STA: 0+90.30
K: 25.00
A.D.: 4.00%
100' VC
BVCS: 0+40.30BVCE: 142.23EVCS: 1+40.30EVCE: 142.23HI PT: 0+90.30ELEV: 142.73EXISTING GRADE ELEVATION
AT TRACT CENTERLINE
PROPOSED GRADE ELEVATION
AT TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE PROPOSED GRADE AT
TRACT CENTERLINE
FOUR CORNERS
ROAD ROW
PROPERTY LINE
LOT 5
TRACT B
LOT 4
ROAD B
LOOP ROAD11+0027+00 27+50 31+00 32+00 32+89N1° 44' 01"E
289.00'
ROAD B STA: 30+00 =
LOOP RD STA: 10+00.00
5
C3.0
EP: 27+50.48
FG: 139.70
135
140
145
150
155
135
140
145
150
155
30+00FG 139.70FG 139.5830+50FG 139.45FG 139.3331+00FG 139.20FG 139.0831+50FG 138.95FG 138.8332+00FG 138.70FG 138.5832+50FG 138.45FG 138.3332+89FG 138.260.50%
GRADE BREAK STA: 30+00.00
ELEV: 139.70 GRADE BREAK STA: 32+89.00
ELEV: 138.26BP 30+00.00 - ELEV = 139.70EP 32+89.00 - ELEV = 138.26EXISTING GRADE ELEVATION
AT TRACT CENTERLINE
PROPOSED GRADE ELEVATION
AT TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE
PROPOSED GRADE AT
TRACT CENTERLINE
PROPERTY LINE
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK
NGRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-ROAD-PROF.dwg
C2.0
4
ROAD A & ROAD B
PLAN AND PROFILE
ROAD A PROFILE
SCALE: H:1" = 50', V:1" = 5'
ROAD B PROFILE
SCALE: H:1" = 50', V:1" = 5'SEE SHEET C2.105/07/2025
LOT 9
LOT 3
LOT 11
LOT 7LOT 5 TRACT BLOT 6LOT 4
TRACT E
TRACT A
LOT 1
LOT 8
APN 001331015APN 001331018APN 001332016LOT 10ROAD BLOOP ROAD
ROAD A11+00 12+00 13+00 14+00 15+00 16+00
17
+
0
0
18+0019+0
0
20+0021+0022+0023+0024+0025+0026+0027+0027+508+0031+00LOOP ROAD
ROAD A STA: 8+39.97 =
LOOP RD STA: 21+72.54
N1° 44' 01"E839.97'N1° 44' 01"E289.00'ROAD B STA: 30+00 =
LOOP RD STA: 10+00.00
S88° 15' 59"E
645.80'
N88° 15' 59"W
548.43'N1° 44' 01"E97.37'L=305.91'R=97.37'Δ=180°00'00"L
=1
5
2.96'R=97.
3
8
'Δ=9
0
°
0
0'0
0"
3
C3.0
3
C3.0
4
C3.0
4
C3.0
EP: 27+50.48
PC: 16+45.80
PC: 25+00.14
PT: 19+51.72
PT: 26+53.10
140
138
137ON-STREET PARKING
WITH WHEELSTOPS (TYP.)FG: 138.65
FG: 139.70
139 137LOT 2
TRACT D
135
140
145
150
155
10+00FG 139.70FG 139.8310+50FG 139.95FG 140.0111+00FG 139.89FG 139.7611+50FG 139.64FG 139.5112+00FG 139.39FG 139.2612+50FG 139.14FG 139.0113+00FG 138.89FG 138.7613+50FG 138.64FG 138.5114+00FG 138.39FG 138.2614+50FG 138.14FG 138.0115+00FG 137.89FG 137.7615+50FG 137.64FG 137.5116+00FG 137.39FG 137.2616+50FG 137.14FG 137.0117+00FG 136.89FG 136.7617+50FG 136.64FG 136.6718+00FG 136.79FG 136.9218+50FG 137.04FG 137.1719+00FG 137.29FG 137.4219+50FG 137.54FG 137.6720+00
0.50%
0.50%
GRADE BREAK STA: 10+00.00
ELEV: 139.70
GRADE BREAK STA: 10+68.53
ELEV: 140.04 GRADE BREAK STA: 17+59.54
ELEV: 136.59BP 10+00.00 - ELEV = 139.70PC 16+45.80 - ELEV = 137.16PT 19+51.72ELEV = 137.55EXISTING GRADE ELEVATION
AT TRACT CENTERLINE
PROPOSED GRADE ELEVATION
AT TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE
PROPOSED GRADE AT
TRACT CENTERLINE
135
140
145
150
155
20+00FG 137.79FG 137.9220+50FG 138.04FG 138.1721+00FG 138.29FG 138.4221+50FG 138.54FG 138.6722+00FG 138.79FG 138.9222+50FG 139.04FG 139.1723+00FG 139.29FG 139.4223+50FG 139.54FG 139.6724+00FG 139.79FG 139.9224+50FG 140.04FG 140.1725+00FG 140.29FG 140.4225+50FG 140.54FG 140.5826+00FG 140.45FG 140.3326+50FG 140.20FG 140.0827+00FG 139.95FG 139.8327+50FG 139.700.50%
0.50%
GRADE BREAK STA: 27+50.48
ELEV: 139.70
GRADE BREAK STA: 25+66.28
ELEV: 140.62
EP 27+50.48 - ELEV = 139.70PC 25+00.14ELEV = 140.29PT 26+53.10ELEV = 140.19EXISTING GRADE ELEVATION
AT TRACT CENTERLINE
PROPOSED GRADE ELEVATION
AT TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE
PROPOSED GRADE AT
TRACT CENTERLINE
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-ROAD-LOOP.dwg
C2.1
5
LOOP ROAD PLAN
AND PROFILE
LOOP ROAD PROFILE
SCALE: H:1" = 50', V:1" = 5'MATCHLINE SEE BELOWMATCHLINE SEE ABOVESEE SHEET C2.005/07/2025
17'
26'
ROADWAY
8.5'
BIORETENTION
SWALE
5'
SIDEWALK 2.5'
60' TRACT
2%2%
3
1
1'
2%
1'5'
SIDEWALK
8.5'
BIORETENTION
SWALE
26'
ROADWAY
18'
PARKING 0.5'
60' TRACT
2%2%2%
31
1.00'1.50'2%
PROFILE ELEVATION
POINT
26'
ROADWAY
8.5'
BIORETENTION
SWALE
5'
SIDEWALK1'
60' TRACT
2%2%
3
1
1'
18.5'
1.50'2%
PROFILE ELEVATION
POINT
1'5'
SIDEWALK
8.5'
BIORETENTION
SWALE
26'
ROADWAY
18.5'
LANDSCAPE
60' TRACT
2%2%2%
3
1
1'
1.50'
PROFILE ELEVATION
POINT
17'
26'
ROADWAY
8.5' DITCH
WITH TOPSOIL
5'
SIDEWALK 2.5'
60' TRACT
2%2%
3
1
1'
2%
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK
DATE: May 5, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-ROAD-SECT.dwg
C3.0
6
ROAD SECTIONS
ROAD/TRACT
CENTERLINE
TRACT CENTERLINE
ROAD CENTERLINE
TRACT CENTERLINEROAD CENTERLINE
ROAD CENTERLINE
TRACT CENTERLINE
PROFILE
ELEVATION
POINT
1.BIORETENTION SOIL MIX SHALL CONSIST OF 60% WELL GRADED AGGREGATE MEETING THE GRADATION BELOW AND
40% FINE OR MEDIUM COMPOST PER DEPARTMENT OF ECOLOGY 2024 STORMWATER MANAGEMENT MANUAL FOR
WESTERN WASHINGTON. THE MATERIAL SHALL BE UNIFORMLY MIXED AND MEET THE FOLLOWING MINIMUM
CHARACTERISTICS.
·MIN. INFILTRATION RATE OF 3 INCHES PER HOUR AND MAXIMUM OF 12 INCHES PER HOUR WHEN COMPACTED
TO 85% MDD (MAXIMUM DRY DENSITY).
·MINIMUM CATION EXCHANGE CAPACITY (CEC) OF 5 meq/100 GRAMS.
·5-8% ORGANIC MATTER CONTENT BY WEIGHT.
AGGREGATE GRADATION
SIEVE SIZE PERCENT PASSING
3 8"100
#4 95-100
#10 75-90
#40 25-40
#100 4-10
#200 2-5
2.BIORETENTION TREATMENT SOIL SHALL BE COMPACTED TO 85% MDD (MAXIMUM DRY DENSITY) MAX.
4" MAX PONDING DEPTH
6" MIN FREEBOARD
18" MIN
BIO-RETENTION SOIL,
SEE NOTES BELOW
1' BOTTOM WIDTH
1'
MIN
3.75'
3H:1V3H:1
V
1' MIN.PROPERTY LINE2H:1
V
MAX
ASPHALT CONCRETE
ROADWAY
BOTTOM TO BE
HYDROSEEDED
AVOID COMPACTION OF
NATIVE SUB-GRADE SOIL
PER PLAN
3.75'
5' WIDE
SIDEWALK
PER PLAN
1.BIORETENTION SOIL MIX SHALL CONSIST OF 60% WELL GRADED AGGREGATE MEETING THE GRADATION BELOW AND
40% FINE OR MEDIUM COMPOST PER DEPARTMENT OF ECOLOGY 2024 STORMWATER MANAGEMENT MANUAL FOR
WESTERN WASHINGTON. THE MATERIAL SHALL BE UNIFORMLY MIXED AND MEET THE FOLLOWING MINIMUM
CHARACTERISTICS.
·MIN. INFILTRATION RATE OF 3 INCHES PER HOUR AND MAXIMUM OF 12 INCHES PER HOUR WHEN COMPACTED
TO 85% MDD (MAXIMUM DRY DENSITY).
·MINIMUM CATION EXCHANGE CAPACITY (CEC) OF 5 meq/100 GRAMS.
·5-8% ORGANIC MATTER CONTENT BY WEIGHT.
AGGREGATE GRADATION
SIEVE SIZE PERCENT PASSING
3 8"100
#4 95-100
#10 75-90
#40 25-40
#100 4-10
#200 2-5
2.BIORETENTION TREATMENT SOIL SHALL BE COMPACTED TO 85% MDD (MAXIMUM DRY DENSITY) MAX.
12" MAX PONDING DEPTH
6" MIN FREEBOARD
18" MIN
BIO-RETENTION SOIL,
SEE NOTES BELOW
2' MIN. BOTTOM WIDTH
4.5'
3H:1V
3H:1
V
BOTTOM TO BE
HYDROSEEDED
AVOID COMPACTION OF
NATIVE SUB-GRADE SOIL
4.5'
BOTTOM OF SOIL MUST INTERFACE
WITH THE NATIVE OUTWASH GRAVEL
AND SAND. AS REQUIRED TO CONNECT
TO THE NATIVE OUTWASH GRAVELS AND
SAND, THE CONTRACTOR SHALL OVER-
EXCAVATE AND BACKFILL WITH GRAVEL
BACKFILL FOR DRAINS, WSDOT 9-03.12(4)
BOTTOM OF SOIL MUST INTERFACE
WITH THE NATIVE OUTWASH GRAVEL
AND SAND. AS REQUIRED TO CONNECT
TO THE NATIVE OUTWASH GRAVELS AND
SAND, THE CONTRACTOR SHALL OVER-
EXCAVATE AND BACKFILL WITH GRAVEL
BACKFILL FOR DRAINS, WSDOT 9-03.12(4)
OVEREXCAVATION
1.50' MIN
4.00' MAX
OVEREXCAVATION
2.00' MIN
5.50' MAX
1 NOT TO SCALE
ROAD A SECTION
2 NOT TO SCALE
ROAD A SECTION WITHOUT BIORETENTION
3 NOT TO SCALE
LOOP ROAD SECTION WITH PARKING
4 NOT TO SCALE
LOOP ROAD SECTION WITHOUT PARKING
5 NOT TO SCALE
ROAD B SECTION
6 NOT TO SCALE
BIORETENTION SWALE
7 NOT TO SCALE
BIORETENTION CELL
05/07/2025
LOT 9
LOT 3
LOT 11
LOT 7
LOT 5
TRACT B
LOT 6
LOT 4
TRACT C
TRACT E
TRACT A
LOT 1
LOT 8
APN 001334007
APN 001334036 APN 001331015APN 001331018APN 001331012APN 001331017
APN 001332016BIORETENTION CELL (TYP.)
BOTTOM AREA: 96 SF
PONDING DEPTH: 1.00'
SIDE SLOPES: 3:1
BIORETENTION SWALE (TYP.)
BOTTOM LENGTH: VARIES
BOTTOM WIDTH: 1.00'
PONDING DEPTH: 0.33'
SIDE SLOPES: 3:1
LOT 10ROAD BLOOP ROAD
ROAD A11+00 12+00 13+00 14+00 15+00 16+00
17
+
0
0
18+0019+0
0
20+0021+0022+0023+0024+0025+0026+0027+0027+50EP: 27+50.48
PC: 16+45.80
PC: 25+00.14
PT: 19+51.72
PT: 26+53.10
5+006+007+008+00EP: 8+39.9731+0032+0066 LF 8" DI CL50
@ 0.50%
62 LF 8" DI CL50
@ 0.45%
59 LF 8" DI CL50
@ 0.43%
59 LF 8" DI CL50
@ 0.42%
59 LF 8" DI CL50
@ 0.41%
61 LF 8" DI CL50
@ 0.41%
66 LF 8" DI CL50
@ 0.50%
66 LF 8" DI CL50
@ 0.50%66 LF 8" DI CL50
@ 0.50%
66 LF 8" DI CL50
@ 0.50%
66 LF 8" DI CL50
@ 0.50%
60 LF 8" DI CL50
@ 0.41%
66 LF 8" DI CL50
@ 0.50%
LOOP ROAD STA: 10+00.00 =
ROAD B STA: 30+00.00
FL: 136.90
FL: 137.23
FL: 137.62
FL: 138.38
FL: 138.57
FL: 138.82
FL: 138.94
FL: 138.97
FL: 138.38
FL: 138.70
FL: 138.35
FL: 138.02
FL: 137.27 FG: 136.79
FL: 136.63
FL: 136.30
FL: 136.07
FL: 135.79
FL: 135.68
FL: 135.43
FL: 135.24
FL: 134.99
FL: 137.37
FL: 134.97
FL: 133.78
FL: 135.23
FL: 135.28
FL: 135.53
FL: 135.60FL: 135.93FL: 136.54FL: 136.87
FL: 137.22
FL: 137.55FL: 137.58
FL: 137.91
FL: 138.27
FL: 136.19
EP: 32+89.00
FG: 138.14
FG: 138.59FG: 138.64
FG: 138.99
FG: 139.53
FG: 139.89
FG: 139.94
FG: 140.39
FG: 140.43
FG: 140.88
FG: 140.49
FG: 140.04
FG: 140.00
FG: 139.59
FG: 139.55
FG: 139.14
FG: 139.10
FG: 138.69
FG: 138.65
FG: 138.24
FG: 138.20 FG: 137.75
FG: 138.63
FG: 138.76
FG: 139.35
FG: 139.48
FG: 139.78
FG: 139.91
FG: 140.28
FG: 140.34
FG: 139.10
FG: 139.23
FG: 140.24
FG: 140.11
FG: 139.88
FG: 139.75
FG: 138.16 FG: 138.03
FG: 137.60
FG: 137.50
FG: 137.23
FG: 137.14
FL: 138.54
FL: 137.70
FG: 136.79
FG: 136.66
FG: 136.99
FG: 137.12
FG: 137.33
FG: 137.46
FG: 138.27
FG: 138.40FG: 138.95
FG: 139.08FG: 139.31
FG: 139.44FG: 140.00
FG: 139.97
FL: 136.66
FL: 134.99
96 LF 8" DI CL50
@ 0.50%
40 LF 8" DI CL50
@ 0.48%
1
3
7
138
139
140
1
4
0
1
3
9
BIORETENTION CELL
BOTTOM LENGTH: 92'
BOTTOM WIDTH: 6.50'
PONDING DEPTH: 1.00'
SIDE SLOPES: 3:1
174 LF 12" CPEP
@ 0.50%
FL: 133.78
FL: 138.49
FL: 138.05
FL: 137.95 FG: 136.57
FG: 136.47
FG: 136.47
FG: 136.47
FG: 133.14
FG: 133.03
140
138 137FL: 137.98
STORM DRAINAGE
CULVERT BELOW
DRIVEWAY (TYP.)LOT 2
TRACT D
BIORETENTION
OVERFLOW CELL
BOTTOM LENGTH: 25'
BOTTOM WIDTH: 2.00'
PONDING DEPTH: 1.00'
SIDE SLOPES: 3:1
7
C3.0 FL: 136.56
FL: 136.56
21 LF 8" DI CL50 @ 0.50%
66 LF 8" DI CL50
@ 0.50%
47 LF 8" DI CL50
@ 1.09%
66 LF 8" DI CL50
@ 0.50%
65 LF 8" DI CL50
@ 0.49%
66 LF 8" DI CL50
@ 0.50%
APN 001334041 ROAD AFOU
R
C
O
R
N
E
R
S
R
D0+001+002+003+004+005+00BP: 0+00.00
1
4
1
1
4
2
1
4
0
ROAD A BIORETENTION SWALE
BOTTOM LENGTH: 395.00'
BOTTOM WIDTH: 1.00'
PONDING DEPTH: 0.33'
SIDE SLOPES: 3:1
ROAD A DITCH WITH TOPSOIL
BOTTOM LENGTH: 285.00'
BOTTOM WIDTH: 1.00'
PONDING DEPTH: 0.33'
SIDE SLOPES: 3:1
FL: 135.92
FL: 136.20
6
C3.0
APN 001334041
APN 001334041
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK N
GRAPHIC SCALE
0 60 120
1" = 60 FEET
30
MATCHLINE
MATCHLINE
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-GRAD.dwg
C4.0
7
GRADING AND
DRAINAGE PLAN
EARTHWORK QUANTITIES
CUT: 5,200 CY
FILL: 6,000 CY
NET: 800 CY (FILL)
NOTE:
THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED
FOR THE PERMITTING PROCESS. DO NOT USE FOR BID
PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING,
COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS
APPLIED TO THEM.
GRADING LEGEND STORMWATER NOTE
FG FINISH GRADE ELEVATION
FL FLOW LINE ELEVATION
6
C3.0
1.ALL STORMWATER RUNOFF WILL BE TREATED AND
INFILTRATED BY BIORETENTION CELLS AND SWALES
2.EACH LOT IS PROPOSED A BIORETENTION CELL
WITH CAPACITY TO INFILTRATE 100% OF EACH LOT'S
EXPECTED STORMWATER RUNOFF
3.ROADSIDE BIORETENTION SWALES WILL CONVEY
AND INFILTRATE STORMWATER RUNOFF ALONG
ROAD A, LOOP ROAD, AND ROAD B
7
C3.0
7
C3.0
STORMWATER LEGEND
STORM DRAINAGE PIPE
BIORETENTION CELL/SWALE
OUTFALL PROTECTION
BIORETENTION OUTLET STRUCTURE
05/07/2025
LOT 9
LOT 3
LOT 11
LOT 7
LOT 5 TRACT B
LOT 6
LOT 4
TRACT C
TRACT E
TRACT A
LOT 1
LOT 8
APN 001334007
APN 001334036 APN 001331015APN 001331018APN 001331012APN 001331017
APN 001332016LOT 10
PROPOSED 8"
SEWER MAIN (TYP.)
PROPOSED 8"
WATER MAIN (TYP.)
PROPOSED FIRE
HYDRANT (TYP.)RELOCATED
ELECTRICAL
VAULT
PROPOSED FIRE
SERVICE STUB (TYP.)
PROPOSED WATER
SERVICE STUB (TYP.)
CONNECT TO
EXISTING
WATER LINE
PROVIDE STUB FOR
FUTURE CONNECTION
PROVIDE STUB FOR
FUTURE CONNECTION
FUTURE ELECTRICAL VAULT
BY JEFFERSON PUD (TYP.)ROAD BLOOP ROAD
EXISTING 30"
WATER MAIN
12' WIDE GRAVEL
ACCESS ROAD
EXISTING
ELECTRICAL
VAULT
EXISTING
ELECTRICAL
VAULT
10' MINIMUM
SEPARATION (TYP.)PROPOSED SEWER
STUB (TYP.)
SEPTIC TANK
PROPOSED FORCE
MAIN (TYP.)
LOT 2
TRACT D
PROPOSED SEWER
MANHOLE (TYP.)
PROPOSED
CONDUIT
APN 01334041
FOU
R
C
O
R
N
E
R
S
R
DROAD ASEPTIC TANK
BUILT
DRAINFIELD
RESERVE
DRAINFIELD
APN 01334041
APN 01334041
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
8
BEBTS/GGGG/TW
5/6/2025
30% DESIGN
BINDING SITE PLAN
SUBMITTAL
2240137.10
2701 JEFFERSON ST
PORT TOWNSEND, WA 98368
CONTACT: DAVE NAKAGAWARA, PE
PORT OF PORT TOWNSEND
JCIA RURAL LIGHT
INDUSTRIAL PARK
A PORTION OF THE SW 1/4 OF THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF SEC. 33, TWN. 30 N., RGE. 1 W.
W.M. JEFFERSON COUNTY, WASHINGTON.
JCIA RURAL LIGHT INDUSTRIAL PARK N
GRAPHIC SCALE
0 60 120
1" = 60 FEET
30
MATCHLINE
MATCHLINE
DATE: May 6, 2025 FILENAME: Q:\2024\2240137\10_CIV\CAD\_BSP\2240137-SH-UTIL.dwg
C5.0
8
UTILITY PLAN
UTILITY LEGEND
TEE
45° BEND
THRUST BLOCK
GATE VALVE
WATER METER
WATER MAIN CAP
FIRE HYDRANT
WATER MAIN PIPE
FIRE SERVICE PIPE
FORCE MAIN PIPE
SEWER MAIN PIPE
SEWER MANHOLE
SEWER NOTE
WATER NOTE
1.ALL SANITARY SEWER GRAVITY PIPE SHALL BE PVC
SDR-35 UNLESS OTHERWISE NOTED.
2.10 FEET OF MINIMUM SEPARATION FROM OUTER
DIAMETER OF OTHER PARALLEL UTILITIES.
WATER IS SHOWN FOR COORDINATION PURPOSES ONLY.
WATER, IRRIGATION, AND FIRE SERVICE TO BE PROVIDED
TO EACH LOT. THE AREA SURROUNDING EACH
PROPOSED FIRE HYDRANT AND WATER METER SHALL BE
FLAT IN A 3' RADIUS. REFER TO GRADING PLAN.
ELECTRICAL NOTE
ELECTRICAL VAULTS ARE SHOWN FOR COORDINATION
PURPOSES ONLY. EXISTING AND FUTURE VAULTS TO
PROVIDE SERVICES TO EACH LOT.
05/07/2025