Attachment C Plans and Drawings_Package 4 Loop C and D Utilities.pdf
PDF 38 MB Posted
- Solicitation number
- S-63400-00016792
- Issued by
- Tillamook County, Oregon
About this file
Summary
This file consists of plans and drawings (Attachment C) for Package 4 Loop C and D Utilities as part of the Cape Lookout State Park Parkwide Improvements Project in Oregon, prepared by KPFF Consulting Engineers. The permit set, expiring December 31, 2025, provides detailed utility installation specifications and site conditions for the project located in Tillamook County. The document includes comprehensive construction notes addressing demolition, earthworks, utilities, water systems, and general project requirements. Key specifications require contractors to prevent sediment from entering storm drainage and wetlands, maintain minimum 36-inch cover for water and fire protection pipe, comply with the 2021 Oregon Plumbing Specialty Code and Oregon Standard Specifications for Construction, and coordinate with private utility companies for gas, electrical, and telephone services. All water main crossings must conform to Oregon State Health Department regulations with specified clearance distances between utilities. The contractor must conduct survey and record measurements of all subgrade utility improvements prior to backfilling and obtain written approval from the engineer for any proposed material substitutions.
The project documentation establishes that all materials must be new and meet specified standards, with private water mains 4-inch diameter and larger requiring ductile iron pipe or PVC, while smaller lines utilize Type K copper tubing or Schedule 40 PVC. Compaction testing requires special inspection to achieve 95 percent maximum dry density per ASTM D-698, with flooding or jetting of backfilled trenches prohibited. Contractors are responsible for all permits, licenses, and inspections required by governing authorities prior to construction commencement and must strictly adhere to OSHA regulations. The site survey was completed on September 12, 2024, using NAVD 88 vertical datum established through the Oregon Real-Time GPS Network (ORGN). Existing utility locations shown on the plans are for information only and are not guaranteed complete or accurate; contractors must field-verify all utility elevations, pipe sizes, and material types 72 hours prior to construction start and notify Oregon's Utility Notification Center at least 48 business-day hours in advance of excavation activities.
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Text version
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
DEMOLITION
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.
2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF
PROPERLY.
3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE
PROJECT SITE AS DIRECTED BY THE OWNER.
4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED
DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.
5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING
CONSTRUCTION JOINT.
6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.
EARTHWORKS
1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM
DRAINAGE SYSTEM AND WETLANDS.
2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE
PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT.
UTILITIES
1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC.
TO FINISHED GRADE.
2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF
CONFLICT OCCURS.
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR
ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.
4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD
MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.
5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE.
WATER
1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE.
2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER
DETAIL.
3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH
DEPARTMENT REGULATIONS, CHAPTER 333.
GENERAL
1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT
PERMITTED.
2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.
1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL
REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION.
2. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE OR PVC PIPE
CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS.
3. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER TUBING OR SCHEDULE 40
PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS.
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333.
WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A
SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.
1. SURVEY PROVIDED BY KPFF, DATED 9/12/2024. ELEVATIONS ARE BASED ON NAVD 88 VERTICAL DATUM ESTABLISHED PER CONTROL POINT NO. 1 WITH AN ELEVATION OF 31.76' USING THE OREGON REAL-TIME GPS
NETWORK (ORGN)
2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND
ELEVATIONS, AS SHOWN, ON THE PLANS.
3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO
BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C1.2 FOR PROJECT CONTROL INFORMATION.
4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON
THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.
5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY.
6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE
REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS
SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.
7. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER
PRIOR TO BEGINNING CONSTRUCTION.
8. CONTRACTOR TO REFERENCE SOILS REPORT BY GRI DATED 5/XX/2025 FOR THE SITE SOILS CONDITIONS.
9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF TILLAMOOK COUNTY.
10. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR
PRIOR TO COMMENCING CONSTRUCTION.
11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY
BE ACCURATELY LOCATED.
12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS
PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.
13. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR THEIR CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.
14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO TILLAMOOK COUNTY REQUIREMENTS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE
THE SITE.
15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF
CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.
16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO OPRD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING
CONSTRUCTION.
17. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO BUILDING AT ALL TIMES DURING CONSTRUCTION. UNLESS
OTHERWISE COORDINATED WITH OWNER.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE
OWNER.
GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES
SEPARATION STATEMENT
AC ASPHALT CONCRETE
AD AREA DRAIN
APPROX. APPROXIMATE
B BOLLARD
BLDG BUILDING
BOW BACK OF WALK
BS BOTTOM OF SWALE
BOTTOM OF STAIR
BW BOTTOM OF WALL
CB CATCH BASIN
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC. CONCRETE
COTG CLEANOUT TO GRADE
CP CONTROL POINT
Δ DELTA
D/W DRIVEWAY
DIA.,Ø DIAMETER
DIP DUCTILE IRON PIPE
E EASTING
EXIST./EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FF FINISH FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOWLINE
FND FOUNDATION
G GUTTER
GB GRADE BREAK
GL GAS LINE
GV GATE VALVE
H HEIGHT
HCP HANDICAP PARKING SPACE
HP HIGH POINT
ID INSIDE DIAMETER
IE INVERT ELEVATION
INV INVERT
IRR. IRRIGATION
LP LIGHT POLE
MH MANHOLE
MIN MINIMUM
N NORTHING
OD OUTSIDE DIAMETER
OF OUTFALL
OVH/OH OVERHEAD
P/L PROPERTY LINE
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PED PEDESTRIAN
PIV POST INDICATOR VALVE
PM PARKING METER
POC POINT ON CURVE
PP POWER POLE
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENT
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PVT PRIVATE
R RIM
RD ROOF DRAIN
ROW RIGHT-OF-WAY
S SLOPE (FT/FT)
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SHT SHEET
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
ST STREET
STA STATION
STD STANDARD
S/W SIDEWALK
TC TOP OF CURB
TD TRENCH DRAIN
TG TOP OF GROUND
TP TOP OF PAVEMENT
TRANS. TRANSFORMER
TS TOP OF STAIR
TW TOP OF WALL
TOP OF WALK
TYP TYPICAL
UG UNDERGROUND
UGE UNDERGROUND ELECTRIC
UNO UNLESS NOTED OTHERWISE
W WATER
W/ WITH
WCR WHEEL CHAIR RAMP
WM WATER METER
WV WATER VALVE
ABBREVIATIONS
ES
S
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
SD
TR
OHU
OHU
NO
B
IK
ES
ON
TR
AI
L
NO
BIKES
O
N TRAIL
NO
B
IK
ES
O N
TR
AI
L
NO BIKES
ON TRAIL
LB
LB
LB
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
E
ES
T
T
T T
TR
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
#7
#8
#21
#25
#29
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
RDRD
RD
RD
''S
D
RD
RD
GAS TANK
UVLT
U
HB
HB
ICV X2
HB
HB
HB
HB
HB
#42
#44
#80
#84
#101
16" CONC
IE = 11.9'
16" CONC
IE = 12.0'
18" CONC
IE = 11.5'
18" CONC
IE = 13.1'
18" CONC
IE = 11.5'
18" CONC
IE = 11.9'
12" CPP
IE = 11.7'
12" CPP
IE = 11.5'
18" CMP
IE = 13.2'
18" CONC
IE = 16.9'
B
B
B
B
B
B
B B
B
D2
D3
D5
D7
D4
D6
D9
D8
D11
D10
D13
D12
D15
D14
D16
D17
D19
D18 D20
D21
D23
D22
D25
D24
D26
D27
D29
D28
D30 D31
D33
D32
D34
D39
D38
D37
D36
D35
D40
D41
D42
D43
D44
D45
D52
D51
D53
D54 D55
D56
D46
D50
D47
D49
D48
D57
D58
D59D60
D61
D63
D62
D64
D72
D71
D70
D69
D68
D67
D66
D65
A33
A32
A31
A30
A29
A27
A26
A25
A24
A21
A20
C1
C2
C3
C4
C5
C71
C72 C70
C69
D1
C7
C6
C8
C9
C10
C11 C13
C12
C15
C14
C17
C16
C19
C18
C21
C20
C23
C22 C24
C58
C57
C25
C26
C28
C27
C30
C29
C32
C31
C33
C34
C35
C37
C36
C38
C39
C40
C41
C42
C43
C44
C45 C47
C46
C48
C49
C51
C50
C52
C53
C55
C54
C61
C62
C63
C64
C66
C65
C68
C67
C60
C56
C59
F
F
F F
F
F
FF
F
F
F
F
F
F
F F
F F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
DOG
WASTE
BAGS
NO
CAMPING
EVACUATION
ROUTE
EXIT
EXTRA VEHICLE
PARKING
CAMPING
RULES
KEEP OFF
DUNE
WOOF
WASTE
NO
PARKING
X-WALK
KEEP OFF
DUNE
NO
PARKING
NO
PARKING
SPEED
PED XING
NO
PARKING
PET
WASTE
CAPE
LOOKOUT
NO
PARKING
33A
EVACUATION
ROUTE
KEEP OFF
DUNE
NO
PARKING
SPEED
REGISTERED
PARKING
NO
PARKING
TENT
LOOPS
MAX SITE
OCCUPANCY
EVACUATION
ROUTE
TRAIL TO
REGISTRATION
EVACUATION
ROUTE
CAMP
HOST
CAMP
HOST
CAMP
HOST
CAMP
HOST
CAMP
HOST
TSUNAMI
EVACUATION
ROUTE
WF SP-29
WF SP-19
WF SP-18
WF SP-9
WF SP-8
WF SP-12
WF SP-13
WF SP-31
WF SP-14
WF SP-15
PB
B
ONE WAY
TRAN
F
ONE WAY
B
BB
LOOP
DIRECTIONS
B
NO
PARKING
NO
PARKING
HB
ICV
TR
MAX SITE
OCCUPANCY
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
INFO
BOOTH
CONEX
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
SPEED BUMP
SPEED BUMP
SPEED BUMP
GATE
GATE
SAND DUNE
SAND DUNE
SAND DUNE
SHOWERS
SAND DUNE
SP
EE
D
BU
M P
9" 6"
12"
16"
14"
17"
18"
16"
24"
20"
8"
8"
16"
15"
11"
8"
16"
10" 6" 8"
10"
8"
13"13"
11" 30"
16"
10" 12"
12"
46"
14"
30"
6"
12"
16"
16" 12"
7"
6"
12"
8"
9"
8"
8"
9"
16"
11"
10"
9"
8"
19" 8"
7" 9"
17" 13"
29"
21"
20" 16" 13"
8" 10"
20"
14"
31"
21"
36" 18"
8" 16" 10"
8"
30"
15" 8"
8"
20"
15"
9"
16" 12"
24"
11" 6"
7"
14"
16"
13"
10" 12"
15"
14"
8"
12"
7"
11" 20"
12"
12"
7"
16"
20" 10"
9"
26"
10"
14"
9"
10"
8"
18"
14"
21"
15"
8" 12"
10"
31"
23"
16" 16"
10" 19"
16"
15"
16"
8"
13"
21" 10"
17"
21"
16"
16"
14"
11"
13"
18"
9" 11"
23" 20"
8"
6"
18"
20"
28"
12"
12"
9"
20"
23"
8"
8" 8"
10"
36" 16"
15"
30"
30"
20"
8"
16"
8"
55"
8"
7"
15"
11"
22" 24"
12"
17"
20"
19"
19"
16"
28"
11" 16"
34"
7"
16"
16" 13"
22"
15"
16"
6"
46"
50"
7"
8"
14"
13"
10" 6"
12" 9"
16"
18"
12"
14"
16"
44"
22"
25"
18"
8"
24"
10"
6"
27"
20"
24"
32"
32"
15"
19"
15" 24"
13"
10" 10"
10"
30"
13" 18"
14"
11"
9"
16"
19"
8" 16"
14" 15"
16"
16"
24"
9" 8"15"
20" 17"
18"
12"
14"
22"
20"
43"
24"
11"
20"
20"
18"
12" 10"
18"
16" 14"
9"
12"
14"
10"
7" 11"
7"12" 8"
9" 7"
8"
10" 14" (X3)
16" 14"
14"
6"
11" 19" 6"
10"
24"
10"
10"
7"20"
22"
19"
50"
11" 8"
14"
25"
38"
16"
11"
30"
22"
18"
12"
19"
16" 16" 10"
6" 10"
13"
7" 19"
24"
43"
8"
8"
18"
9"
18"
12"
17"
7" 8"
8"
7"
8" (X2)
6" (X2)
6"
8" 9"
6"
9" (X2)
8"
16"
7"
15"
6"
6"
10"
7"
10"
9" 19"
10"
8"
8"
9"
18"
11"
12"
7" (X2)
8" (X2)
6"
10" (X5) 14"
24"
20" 16"
30"
16" 40"
30"
36"
75"
60"
36"
36"
30"
50"
24"
16"
20"
20"
32"
40" 7"
40"
36"
40"
41"
30"
24"
48"
20"
60" 36"
40"
36"
38" 50"
10"
8"
6"
22"
6" 6"
6" 7"
11"
7"
12"
13"
12"
6"
19"
9"
12"
12" 11"
19"
12"
7"
13"
8" 12"
8"
11" 7"
8" 9"
6"
19"
7" 8" 7"
7"
7"
6"
16"
14"
10"
13"
9"
7" 13"
11"
9"
9"
10"
12"
11"
7" 14"
7"
10"
8"
8" 14"
8" 11"
8" 20"
11"
20"
19"
6"
12"
10"
10"
11"
9"
14"
10"
32"
9" (X3)
9"
12"
6" (X3)
10" 6"
15" 19"
22"
13"
17"
13"
14"
9"
18"
9"
14" 8"
13"17"
18"
15"14" (X2) 7"
10"
14"
6" 9"
14"
13"
13"
17"
23"
16"
10"
40X" (4)
16"
21"
10"
10"
29"
20"
13"
16"
20"
12"
6"
20"
30"
12" 6"
19" 15"
8"
9"
18"
7"
8"
9"
6"
9"
6"
31"
14"
17" 16"
7"
12"
8"
12"
19"
16"
7" 8"
18"
28"
12"
6" 24"
9"
8"
6"
17"
15"
16"
24"
18" 22"
22"
11" 8"
6"10"
24"
10" 16"
13" 21"
18"
26"
36"
18"
21"
7"
11"6" 11" 10"
21"
18"
10" 10"
6"12"
18"
27"
14"
20"
25" 19"
18" 16" 14"
31"
31"
33"
17"
9"
10"
18"
31"
10"
10" 7"
17"
15"
34"
6"
10"
7"
21"
12" 15"
6"
14"
33"
24"
34"
15"
10"
14"
9"
17"
10" 8"
11" 10"
20"
9" 12"
14"
17"
10" 6"
13"69"8" 6"
7"
6" 9"
10" 9" 19"
9"
14"
12" 22"
29" 14"
18"
9" 9"
14"
16" 16"
18"
22"
11"
9"
36"
14"
23"
18"
12"
8"
8" 23"
9" 20"
22"
21" 15"
20" 13"
18" 10"
13" 13"
7"
9" 10"
10"
10"
22"
17"
18"
17"
9"
17"
12"
15"
7" 6"
17"
26"
6"
9" 9"
7" 9" 9"
8"
6" 21"
15" 15"
9"
18"
19"
18"11" 6"
6" 11"
13"
18"
15"
18"
7"
12"
6"
85"
17" 10"
13"
7"
10" 11"
9" 9"
8"
15"
13"
23"
21" 13"
6" 6" 7"
16"
24"
6"
15"
12"
16"
21"
45"
7"
24"
16"
19"
15"
7"
19"
14"
14"12"
13"
12"
6"
8"
8"
12"
9" 21"
10"14"
20" 9"
16" 9"
10"
17"
17" 8"
37" 6"
12"
15" 18"
10"
15"
24"
17" 13"18"
6"
7"
12"
14"
11"
25"
16" 6"
22"
22"
22"
16"
24" 22"
7" 15"
24"
22"
13" 6"
15"
18"
11"
7" 9"
17"
13"
6"
13"
39"
44"
11"
29"
12" 8"
17" (X3)
34"
27"
13"
17"
15" 15"
13"
8"
28"
28"
8"
22"
13"
23"
11"
15"
13"
6" 12"
7"
8"
24"
6" 6"
45"
68"
58"
80"
30"
15"
52"
27"
48" (DEAD)
70"
54"
56"
50"
96"
77"
60"
60"
16"
32"
6"
24"
5' WIDE DITCH
84"
WOOD
RAMP
90"
26"
WOOD
AND
T-POST
RETAINING
WALL
SAND
ROCK
RETAINING
WALL
CONC
BLOCK
WALL
55"
WF SP-30
9"
WF SP-28
20 19 20
25 24 23 22 21
324232426
21 22 22
2125292928 27 23 20 2021 21
19 20 201918
15 16
23 24
252423
25 24
18 17
161718
16 17
20 20 19 18 21
20 21
1819191817
17 16
17 17
15 15
2627 25 20
25 27
192025
292928
2021222324252627
161819202122232425262
17 16
12 11
13 13
17 19
14 13
1112 11
12 12
12 13
13 12
25 24 2
N O
BIKES
O
N
TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
N O
B
IK
ES
O
N T
RA
IL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
8' W
ID
E
DI
TC
H
PACIFIC OCEAN
CONEX
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
PACIFIC OCEAN
PACIFIC OCEAN
T
T
T T
TR
E E
ICVHB
HB
E
E
F
E
E
E
E
F
HB
SS
SS
SS
SS
SW
SW
SW
SW
SW
V
V
V
V V
V
V
V
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
SW
SW
SW
SW
SW
SW
CO
CO COV
V V
V
V
V
CO
CO
CO
CO
V
V
D D
D
DV
D
CO D
D
D
DD
D
D
D
V
D
CO
CO
SW
CO
CO
SS
SS
D
EHEH
EH
EH
EH
EH
EH
EC
EC
EH
EH
EH
EH
EH
EH
EH
EH
EC
EC
EC
EC
EC
EC
EH
EH
EH
EC
EC
ECEH
EH
EH
EH
EH
EC
EH
EHEH
EH
EO
EH
EC
EH
EH
EH
EH
EH
EH
EH
E
E EC
F
F
EH
EH
EH
E
F
EH
E
WETLAND
C4
WETLAND
C5
WETLAND
C14
WETLAND
C14
WETLAND
C13
WETLAND
C15
WETLAND
C16
WETLAND
C3
WETLAND
C6
WETLAND
C7
WETLAND
C12
WETLAND
C3
WETLAND
C1
WETLAND
LINE
B13
WETLAND
C11
WETLAND
C8 WETLAND
C9
WETLAND
C10
WETLAND
B12
WETLAND
B11
WETLAND
B9
WETLAND
B8
WETLAND
B10
WETLAND
B2
WETLAND
B3
WETLAND
B5
WETLAND
B7
WETLAND
B6
WETLAND
B4
WETLAND
C2
WETLAND
B9
WETLAND
C14
WETLAND
C13
WETLAND
B1
WETLAND
B1
WETLAND
B1
WETLAND
B1
WETLAND
C11
WETLAND
C11
LEGEND:
NOTES:
1.) SEE SHEET C1.2 FOR EXISTING UTILITY DATA.
2.) VERTICAL DATUM: NAVD 88 (GEOID 12A)
ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1
USING THE OREGON REAL-TIME GPS NETWORK (ORGN).
3.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM
(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND
2 IS SOUTH 38°42'11" WEST.
4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS
AFFECTING THE SUBJECT PROPERTY MAY EXIST.
5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE
MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS
OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED
(POTHOLED) PRIOR TO CONSTRUCTION.
BUILDING OUTLINE WITH DOOR
CONCRETE SURFACE
BUILDING OVERHANG
LEGEND:
OHU OVERHEAD UTILITY LINES
STORM LINE
CURB LINE
EDGE OF ASPHALT
BRUSH LINE
BUILDING COLUMN
DOUBLE POST SIGN
ELECTRICAL RV HOOKUP
TRANSFORMER
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
BOLLARD
TRAN
ELECTRICAL METER
POWER POLE
WATER VALVE
WATER METER
CATCH BASIN
SIGN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
HOSE BIB
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
IRRIGATION CONTROL VALVE
CAMPSITE MARKER
ELECTRICAL SWITCH
TELECOMMUNICATIONS RISER
SATELLITE DISH
ELECTRICAL JUNCTION BOX
T
E
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
RD ROOF DRAIN
PAY STATION BOX
PROJECT CONTROL POINT
SD
AREA DRAIN
ES
BARBEQUE
ASPHALT SURFACE
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
BIKE RACK
#1
FIRE PIT
WALL
RV SEPTIC DUMP
W
UNKNOWN UTILITY MANHOLE
GRAVEL SURFACE
SINK WASTE DUMP
SEPTIC TANK VENT
ICV
TR
SD
HB
WOOD DECK SURFACE
U
B
BBQ
A1
F
WF
PB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
UNKNOWN UTILITY VAULTUVLT
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
ELECTRICAL RISERER
CO
SW
V
D
EC
EV
EH
JB
SANITARY SEWER LINESS
WETLAND
STORM TABLE:
CATCH BASIN
RIM = 28.96'
IE 12" OUT (N) = 27.46'
CATCH BASIN
RIM = 28.93'
IE 12" OUT (S) = 27.23'
CATCH BASIN
RIM = 24.85'
IE 12" IN (SE) = 22.55'
IE 12" OUT (NW) = 22.55'
DITCH INLET
RIM (TOP) = 18.85'
IE 18" IN (SW) = 15.70'
IE 18" OUT (NE) = 15.65'
DITCH INLET
RIM (TOP) = 16.92'
IE 18" IN (SW) = 14.07'
IE 18" OUT (NE) = 14.02'
SANITARY MANHOLE
RIM = 12.77'
LOCKED
SANITARY TABLE:
SCALE
1 INCH = 60 FEET
60 1200
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
C1.1 C1.2
C1.3
C1.4
C1.5 C1.6
BUILDING OUTLINE WITH DOOR
CONCRETE SURFACE
BUILDING OVERHANG
LEGEND:
OHU OVERHEAD UTILITY LINES
STORM LINE
CURB LINE
EDGE OF ASPHALT
BRUSH LINE
BUILDING COLUMN
DOUBLE POST SIGN
ELECTRICAL RV HOOKUP
TRANSFORMER
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
BOLLARD
TRAN
ELECTRICAL METER
POWER POLE
WATER VALVE
WATER METER
CATCH BASIN
SIGN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
HOSE BIB
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
IRRIGATION CONTROL VALVE
CAMPSITE MARKER
ELECTRICAL SWITCH
TELECOMMUNICATIONS RISER
SATELLITE DISH
ELECTRICAL JUNCTION BOX
T
E
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
RD ROOF DRAIN
PAY STATION BOX
PROJECT CONTROL POINT
SD
AREA DRAIN
ES
BARBEQUE
ASPHALT SURFACE
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
BIKE RACK
#1
FIRE PIT
WALL
RV SEPTIC DUMP
W
UNKNOWN UTILITY MANHOLE
GRAVEL SURFACE
SINK WASTE DUMP
SEPTIC TANK VENT
ICV
TR
SD
HB
WOOD DECK SURFACE
U
NOTES:
1.) SEE SHEET C1.2 FOR EXISTING UTILITY DATA.
2.) VERTICAL DATUM: NAVD 88 (GEOID 12A)
ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1
USING THE OREGON REAL-TIME GPS NETWORK (ORGN).
3.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM
(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND
2 IS SOUTH 38°42'11" WEST.
4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS
AFFECTING THE SUBJECT PROPERTY MAY EXIST.
5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE
MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS
OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED
(POTHOLED) PRIOR TO CONSTRUCTION.
B
BBQ
A1
F
WF
PB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
UNKNOWN UTILITY VAULTUVLT
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
ELECTRICAL RISERER
CO
SW
V
D
EC
EV
EH
JB
SANITARY SEWER LINESS
WETLAND
HB
HB
HB
12''SD
RDRD
RD
RD
GAS TANK
UVLT
HB
#42
#44
#80
12" CPP
IE = 11.7'
12" CPP
IE = 11.5'
B
B
D53
D54 D55
D56
D57
D58
D59D60
D61
D63
D62
D64
D67
D66
D65
F
F
F F
F
F
FF
F
F
F
F
F
F F
EVACUATION
ROUTE
WF SP-19
WF SP-18
HB
ICV
TR
ICV
SHOWERS
9" 6"
12"
16"
14"
17"
18"
16"
24"
20"
8"
8"
16"
15"
11"
8"
16"
10" 6" 8"
10"
8"
13" 13"
11"
10" 12"
12"
46"
14"
30"
16"
16" 12"
7"
6"
12"
8"
9"
8"
8"
9"
16"
11"
10"
9"
8"
20"
18"
32"
40"
40"
6"
12" 13"
8" 12"
8"
11" 7"
8" 9"
6"
19"
7" 8" 7"
7"
7"
6"
16"
14"
10"
13"
9"
7" 13"
11"
9"
9"
10"
12"
11"
7" 14"
7"
10"
8"
8" 14"
8" 11"
8" 20"
11"
20"
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SS
SS
SS
SW
CO
CO
SS
SSSSSSSS
WETLANDWETLAND
WETLAND
B2
WETLAND
B3
WETLAND
B1
WETLAND
B1
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
MATCHLINE SEE SHEET C1.3
M
AT
CH
LI
N E
SE
E
SH
EE
T C1
.2
LEGEND:
NOTES:
1.) SEE SHEET C1.2 FOR EXISTING UTILITY DATA.
2.) VERTICAL DATUM: NAVD 88 (GEOID 12A)
ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1
USING THE OREGON REAL-TIME GPS NETWORK (ORGN).
3.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM
(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND
2 IS SOUTH 38°42'11" WEST.
4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS
AFFECTING THE SUBJECT PROPERTY MAY EXIST.
5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE
MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS
OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED
(POTHOLED) PRIOR TO CONSTRUCTION.
S
ICV
ICV
HB
HB
HB
HB
HB
HB
HB
HB
HB
16''SD
16" CONC
IE = 11.9'
16" CONC
IE = 12.0'
12" CPP
IE = 11.7'
D29
D28
D30 D31
D33
D32
D34
D39
D38
D37
D36
D35
D40
D41
D42
D43
D44
D45
D52
D51
D46
D50
D47
D49
D48
F
F F
F F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
DOG
WASTE
BAGS
NO
CAMPING
EVACUATION
ROUTE
WF SP-29
ICV
ICV
ICV
ICV
ICV
ICV
30"
16"
30"
6"
12"
16"
19" 8"
7" 9"
17" 13"
29"
21"
20" 16" 13"
8" 10"
20"
14"
31"
21"
36" 18"
8" 16" 10"
8"
30"
15" 8"
8"
20"
15"
9"
16" 12"
24"
11" 6"
7"
14"
16"
13"
10" 12"
15"
14"
8"
12"
7"
11" 20"
12"
12"
7"
16"
20" 10"
9"
26"
10"
14"
9"
10"
8"
18"
14"
21"
15"
8" 12"
10"
31"
23"
16" 16"
10" 19"
16"
15"
16"
8"
13"
21" 10"
17"
21"
16"
16"
14"
11"
13"
18"
9" 11"
23" 20"
8"
6"
18"
20"
28"
12"
12"
9"
20" 23"
8"
8" 8"
10"
36" 16"
15"
30"
30"
20"
8"
16"
8"
55"
8"
7"
15"
11"
22" 24"
12"
17"
20"
19"
19"
16"
28"
11" 16"
34"
7"
16"
16" 13"
22"
15"
16"
6"
46"
50"
14"
13"
10" 6"
12" 9"
16"32"
32"
13" 18"
11" 8"
14"
16"
11"
22"
18"
12"
19"
16" 16" 10"
30"
50"
24"
16"
20"
20"
32"
7"
40"
36"
16"
WF SP-28
14 13
12 11
12 13
N O
B
IK
ES
O
N T
RA
IL
8' W
ID
E
DI
TC
H
AREA NOT
MAPPED
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SW
SW
SW
V
CO
SS
SS
SS
SS
SS
E
E
E
E
F
WETLAND
LINE
B13
WETLAND
B11
WETLAND
WETLAND
B5
WETLAND
B7
WETLAND
B6
WETLAND
B4
WETLAND
B1
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
M
AT
CH
LI
N E
SE
E
SH
EE
T C1
.1
MATCHLINE SEE SHEET C1.4
ES
ICV
ICV
ICV
ICV
SD
TR
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
ICV
#29
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
''S
D
''S
D
''S
D
HB
ICV X2
18" CONC
IE = 11.5'
18" CONC
IE = 11.9'
18" CMP
IE = 13.2'
B
B
B
D2
D3
D5
D7
D4
D6
D9
D8
D11
D10
D72
D71
D70
D69
D68
D67
C1
C2
C3
C71
C72 C70
C69
D1
C52
C54
C61
C62
C63
C64
C66
C65
C68
C67
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
EXTRA VEHICLE
PARKING
TENT
LOOPS
MAX SITE
OCCUPANCY
EVACUATION
CAMP
HOST
TSUNAMI
EVACUATION
ROUTE
ONE WAY
B
MAX SITE
OCCUPANCY
YURT
SPEED BUMP
GATE
SP
EE
D
BU
M P
8"
18"
12"
17"
7" 8"
8"
7"
8" (X2)
6" (X2)
6"
8" 9"
6"
9" (X2)
8"
15"
6"
6"
10"
7"
10"
9" 19"
10"
8"
8"
9"
18"
11"
12"
7" (X2)
8" (X2)
6"
10" (X5) 14"
24"
40"
41"
30"
38" 50"
10"
8"
6"
22"
6" 6"
6" 7"
11"
7"
12"
13"
12"
19"
9"
12"
12" 11"
19"
12"
7"
13"
7" 7"
6"
12"
11"
14"
10"
9"
12"
6" (X3)
10" 6"
20"
16"
12" 6"
19" 15"
8"
9"
18"
9"
6"
31"
14"
17" 16"
7"
12"
8"
16"
7"
15"
13"
6" 12"
7"
30"
27"
CONC
BLOCK
WALL
9"
19 20
17 16
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
E
E
E
E
F E
E
E
E
E
E
HB
E
E
E
E
V
V
V
V V
D
D
D
D
D
D
D
D
D
D
SW
SW
E
E
E
EHEH
EH
EH
EH
EH
EH
EH
EH
E
E
E
E
E EC
E
E
E
F
EH
EH
WETLAND
C4
WETLAND
C5
WETLAND
C3
WETLAND
C3
WETLAND
C8
WETLAND
B9
WETLAND
B8
WETLAND
B10
WETLAND
C2
WETLAND
B9
WETLAND
B1
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
MATCHLINE SEE SHEET C1.1
MATCHLINE SEE SHEET C1.5
M
AT
CH
LI
N E
SE
E
SH
EE
T
.4
ICV
ICV
ICV
NO
B
IK
ES
ON
TR
AI
L
NO BIKES
ON TRAIL
TR
ICV
ICV
ICV
ICV
ICV
ICV
ICV
#25
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
''S
D
#101
16" CONC
IE = 11.9'
18" CONC
IE = 11.5'
18" CONC
IE = 13.1'
18" CONC
IE = 16.9'
D10
D13
D12
D15
D14
D16
D17
D19
D18 D20
D21
D23
D22
D25
D24
D26
D27
D49
D48
C37
C38
C39
C40
C41
C42
C43
C44
C45 C47
C46
C48
C49
C51
C50
C52
C53
F
F
F
F
F
F
F
F F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
EXIT
WOOF
WASTE
WF SP-12
WF SP-13
WF SP-14
WF SP-15
PB
TRAN
F
ICV
ICV
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
7"
8"
14"
12" 9"
16"
18"
12"
14"
16"
44"
22"
25"
18"
8"
24"
10"
6"
27"
20"
24"
32"
32"
15"
19"
15" 24"
13"
10" 10"
10"
30"
18"
14"
11"
9"
16"
19"
8" 16"
14" 15"
16"
16"
24"
9"
8"15"
20" 17"
18"
12"
14"
22"
20"
43"
24"
11"
20"
20"
18"
12" 10"
18"
16" 14"
9"
12"
14"
10"
7" 11"
7"12" 8"
9" 7"
8"
10" 14" (X3)
16" 14"
14"
6"
11" 19" 6"
10"
24"
10"
10"
7"20"
22"
19"
50"
11" 8"
14"
25"
38" 30"
6" 10"
13"
7" 19"
24"
43"
8"
8"
9"
18"
9" (X2)
16"
7"
20" 16"
30"
16" 40"
30"
36"
75"
60"
36"
36"
36"
24"
48"
20"
60" 36"
29"
7"
12"
8"
12"
19"
7" 8"
18"
28"
12"
6" 24"
9"
8"
6"
17"
15"
16"
24"
18" 22"
22"
11" 8"
6"10"
24"
10" 16"
13" 21"
18"
26"
36"
18"
21"
21"
18"
10" 10"
6"12"
18"
27"
14"
20"
25" 19"
18" 16" 14"
31"
31"
33"
17"
9"
10"
18"
31"
10"
10" 7"
17"
15"
34"
6"
10"
7"
21"
12" 15"
6"
14"
33"
24"
34"
15"
10"
14"
9"
17"
10" 8"
11" 10"
20"
9" 12"
14"
17"
10" 6"
13"69"8" 6"
7"
6" 9"
10"9" 19"
9"
14"
12" 22"
29" 14"
18"
9" 9"
14"
16" 16"
18"
22"
11"
9"
36"
14"
23"
18" 8" 23"
9" 20"
22"
21" 15"
20" 13"
17"
58"
80"
96"
77"
60"
60"
16"
32"
6"
24"
5' WIDE DITCH
WOOD
AND
T-POST
RETAINING
WALL
55"
18 17
20 21
8' W
ID
E
DI
TC
H
CONEX
E
E E
E
E
E
E
E
E
E
F
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
F
SS
SS
SS
SS
SS
SS
SW
V
V
D
D
D
D
D
SW
SW
CO
V
V
D
D
DD
D
D
D
V
D
CO
E
E
D
E
E
EH
EH
EH
EH
EH
EH
EH
EH
EH
EC
EH
EHEH
EH
EO
EH
EC
EH
EH
EH
EH
EH
EH
E
F
EH
E
E
E
E
E
E
E
EF
E EH
WETLAND
C1
WETLAND
WETLAND
C9
WETLAND
C10
WETLAND
B12
WETLAND
WETLAND
C11
WETLAND
C11
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
MATCHLINE SEE SHEET C1.2
M
AT
CH
LI
N E
SE
E
SH
EE
T C1
.3
MATCHLINE SEE SHEET C1.6
NO
BIKES
O
N TRAIL
N O
B
IK
ES
O N
TR
AI
L
LB
LB
LB
T
ICV
ICV
ICV
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
''S
D
''S
D
RD
RD
C4
C5
C71
C69
C7
C6
C8
C9
C10
C11 C13
C12
C15
C14
C17
C16
C19
C18
C21
C20
C23
C22 C24
C58
C55
C61
C60
C59
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
EVACUATION
ROUTE
TRAIL TO
REGISTRATION
EVACUATION
ROUTE
CAMP
HOST
CAMP
HOST
CAMP
HOST
CAMP
HOST
WF SP-31
INFO
BOOTH
CONEX
10"
10"
9"
32"
9" (X3)
15" 19"
22"
13"
17"
13"
21"
13"
16"
20"
12"
6"
20"
30"
18"
7"
8"
9"
6"
22"
22"
16"
24" 22"
7" 15"
24"
17"
6"
13"
39"
44"
11"
29"
12" 8"
17" (X3)
34"
27"
13"
17"
15" 15"
13"
8"
28"
28"
8"
22"
13"
23"
11"
15"
52"
48" (DEAD)
70"
84"
WOOD
RAMP
WF SP-30
25 24
N O
BIKES
O
N
TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
AREA NOT
MAPPED
''S
D
''S
D
''S
D
E E
E
E
E
E
E E
E
E
E E
E
E
ICV
HB
HB
E
E
E
SW
SW
CO
CO COV
V V
V
D
D
DV
CO EC
EC
EC
EC
EH
EH
EH
WETLAND
C13
WETLAND
C6
WETLAND
C7
WETLAND
C12
WETLAND
C14
WETLAND
C13
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
MATCHLINE SEE SHEET C1.4
M
AT
CH
LI
N E
SE
E
SH
EE
T
.6
NO
B
IK
ES
ON
TR
AI
L
NO
BIKES
O
N TRAIL
T
T T
ICV
ICV
ICV
ICV
ICV
#21
HB
HB
HB
HB
HB
HB
HB
HB HB
HB
C24
C57
C25
C26
C28
C27
C30
C29
C32
C31
C33
C34
C35
C37
C36C55
C56
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
EVACUATION
ROUTE
CAMP
HOST
ONE WAY
YURT
YURT
YURT
14"
9"
18"
9"
14" 8"
13"17"
18"
15"14" (X2) 7"
10"
14"
6" 9"
14"
13"
13"
17"
23"
16"
10"
40X" (4)
16" 10"
10"
29"
7"
11"6" 11" 10"
12"
8"
20" 13"
18" 10"
13" 13"
7"
9" 10"
10"
10"
22"
17"
18"
17"
9"
17"
12"
15"
7" 6"
17"
26"
6"
9" 9"
7" 9" 9"
8"
6" 21"
15" 15"
9"
18"
19"
18"11" 6"
6" 11"
13"
18"
15"
18"
7"
12"
6"
85"
17" 10"
13"
7"
10" 11"
9" 9"
8"
15"
13"
23"
21" 13"
6" 6" 7"
16"
24"
6"
15"
12"
16"
21"
45"
7"
24"
16"
19"
15"
7"
19"
14"
14"12"
13"
12"
6"
8"
8"
12"
9" 21"
10"14"
20" 9"
16" 9"
10"
17"
17" 8"
37" 6"
12"
15" 18"
10"
15"
24"
17" 13"18"
6"
7"
12"
14"
11"
25"
16" 6"
22"
22"
13" 6"
15"
18"
11"
7" 9"
17"
13"
24"
6" 6"
45"
68"
70"
54"
56"
50"
90"
26"
AREA NOT
MAPPED
E
E
E
E
E
E
E
E
E
E
E
E
E
SW
V
V
CO
CO
CO
D
D
CO D
D
EC
EC
EH
EH
EC
EC
EC
ECEH
EH
EH
WETLAND
C13
WETLAND
C11
SCALE
1 INCH = 20 FEET
20 400
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
KEY MAP
DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
KPFF 09/12/2024
MATCHLINE SEE SHEET C1.4
M
AT
CH
LI
N E
SE
E
SH
EE
T
.5
VP
PP
VP
T
M
PP
PP
VP
PP
T
PP
UT
PP
PP
PP
M
T
M
J
J
J
J
J
J
J
J
J
J
J
J
J
J J
J
J
J
J
J
J
J
J
J J
J
J J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
JES
S
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
SD
TR
OHU
OHU
NO
B
IK
ES
ON
TR
AI
L
NO
BIKES
O
N TRAIL
N O
B
IK
ES
O N
TR
AI
L
NO BIKES
ON TRAIL
LB
LB
LB
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
E
ES
T
T
T T
TR
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
#7
#8
#21
#25
#29
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
RDRD
RD
RD
''S
D
RD
RD
GAS TANK
UVLT
U
HB
HB
ICV X2
HB
HB
HB
HB
HB
#42
#44
#80
#84
#101
16" CONC
IE = 11.9'
16" CONC
IE = 12.0'
18" CONC
IE = 11.5'
18" CONC
IE = 13.1'
18" CONC
IE = 11.5'
18" CONC
IE = 11.9'
12" CPP
IE = 11.7'
12" CPP
IE = 11.5'
18" CMP
IE = 13.2'
18" CONC
IE = 16.9'
B
B
B
B
B
B
B B
B
D2
D3
D5
D7
D4
D6
D9
D8
D11
D10
D13
D12
D15
D14
D16
D17
D19
D18 D20
D21
D23
D22
D25
D24
D26
D27
D29
D28
D30 D31
D33
D32
D34
D39
D38
D37
D36
D35
D40
D41
D42
D43
D44
D45
D52
D51
D53
D54 D55
D56
D46
D50
D47
D49
D48
D57
D58
D59D60
D61
D63
D62
D64
D72
D71
D70
D69
D68
D67
D66
D65
A33
A32
A31
A30
A29
A27
A26
A25
A24
A21
A20
C1
C2
C3
C4
C5
C71
C72 C70
C69
D1
C7
C6
C8
C9
C10
C11 C13
C12
C15
C14
C17
C16
C19
C18
C21
C20
C23
C22 C24
C58
C57
C25
C26
C28
C27
C30
C29
C32
C31
C33
C34
C35
C37
C36
C38
C39
C40
C41
C42
C43
C44
C45 C47
C46
C48
C49
C51
C50
C52
C53
C55
C54
C61
C62
C63
C64
C66
C65
C68
C67
C60
C56
C59
F
F
F F
F
F
FF
F
F
F
F
F
F
F F
F F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
DOG
WASTE
BAGS
NO
CAMPING
EVACUATION
ROUTE
EXIT
EXTRA VEHICLE
PARKING
CAMPING
RULES
KEEP OFF
DUNE
WOOF
WASTE
NO
PARKING
X-WALK
KEEP OFF
DUNE
NO
PARKING
NO
PARKING
SPEED
PED XING
NO
PARKING
PET
WASTE
CAPE
LOOKOUT
NO
PARKING
33A
EVACUATION
ROUTE
KEEP OFF
DUNE
NO
PARKING
SPEED
REGISTERED
PARKING
NO
PARKING
TENT
LOOPS
MAX SITE
OCCUPANCY
EVACUATION
ROUTE
TRAIL TO
REGISTRATION
EVACUATION
ROUTE
CAMP
HOST
CAMP
HOST
CAMP
HOST
CAMP
HOST
CAMP
HOST
TSUNAMI
EVACUATION
ROUTE
WF SP-29
WF SP-19
WF SP-18
WF SP-9
WF SP-8
WF SP-12
WF SP-13
WF SP-31
WF SP-14
WF SP-15
PB
B
ONE WAY
TRAN
F
ONE WAY
B
BB
LOOP
DIRECTIONS
B
NO
PARKING
NO
PARKING
HB
ICV
TR
MAX SITE
OCCUPANCY
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
INFO
BOOTH
CONEX
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
SPEED BUMP
SPEED BUMP
SPEED BUMP
GATE
GATE
SAND DUNE
SAND DUNE
SAND DUNE
SHOWERS
SAND DUNE
SP
EE
D
BU
M P
5' WIDE DITCH
WOOD
RAMP
WOOD
AND
T-POST
RETAINING
WALL
SAND
ROCK
RETAINING
WALL
CONC
BLOCK
WALL
WF SP-30
WF SP-28
N O
BIKES
O
N
TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
N O
B
IK
ES
O
N T
RA
IL
NO BIKES
ON TRAIL
NO
BIKES
ON TRAIL
8' W
ID
E
DI
TC
H
PACIFIC OCEAN
CONEX
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
AREA NOT
MAPPED
PACIFIC OCEAN
PACIFIC OCEAN
T
T
T T
TR
E E
ICV
HB
HB
E
E
F
E
E
E
E
F
HB
SS
SS
SS
SS
SW
SW
SW
SW
SW
V
V
V
V V
V
V
V
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
SW
SW
SW
SW
SW
SW
CO
CO COV
V V
V
V
V
CO
CO
CO
CO
V
V
D D
D
DV
D
CO D
D
D
DD
D
D
D
V
D
CO
CO
SW
CO
CO
SS
SS
D
EHEH
EH
EH
EH
EH
EH
EC
EC
EH
EH
EH
EH
EH
EH
EH
EH
EC
EC
EC
EC
EC
EC
EH
EH
EH
EC
EC
ECEH
EH
EH
EH
EH
EC
EH
EHEH
EH
EO
EH
EC
EH
EH
EH
EH
EH
EH
EH
E
E EC
F
F
EH
EH
EH
E
F
EH
E
WETLAND
C4
WETLAND
C5
WETLAND
C14
WETLAND
C14
WETLAND
C13
WETLAND
C15
WETLAND
C16
WETLAND
C3
WETLAND
C6
WETLAND
C7
WETLAND
C12
WETLAND
C3
WETLAND
C1
WETLAND
LINE
B13
WETLAND
C11
WETLAND
C8 WETLAND
C9
WETLAND
C10
WETLAND
B12
WETLAND
B11
WETLAND
B9
WETLAND
B8
WETLAND
B10
WETLAND
B2
WETLAND
B3
WETLAND
B5
WETLAND
B7
WETLAND
B6
WETLAND
B4
WETLAND
C2
WETLAND
B9
WETLAND
C14
WETLAND
C13
WETLAND
B1
WETLAND
B1
WETLAND
B1
WETLAND
B1
WETLAND
C11
WETLAND
C11
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[S M
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SM
[SS]
[SS]
[SS]
[E
[E
[E
[E
[E
[E
[E
[E
[E
[E
[E
[E
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[F O
[S D
[S D
[S D
[SD]
[SD]
[SD]
[SD
[SD
[S D
[S D
[S D
[S D
[S D
[S D
[SD]
[SD]
[S D
[S D
[S D
[W] [W] [W]
[W
[W
[W
[W
[W
[W][W][W][W][W]
[E
[E
[W]
[W] [W]
[W] [W
[W
[W
[W
[W
[W
[W] [W] [W]
[W
[W
[W
[W
[W
[W
[W]
[W]
[W]
[W]
[W]
[W
[W]
[W
[W]
[W
[W
[W
[W
[W
[W
[W
[W]
[W
[W
[W
[W
[W][W] [W]
[W]
[W
[W
[W
[W
[W
[W]
[W
[W
[W] [W]
[W] [W]
[W][W]
[W]
[W]
[W
[W
[W
[W]
[W
[W
[W
[W]
[W
[W
[W
[W]
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[E
[E
[E
[E
[E] [E] [E] [E]
[E]
[E]
[E] [E
[E
[E]
[E
[E
[E
[E
[E]
[E
[E
[W] [W]
[W]
[W] [W] [W]
[W] [W]
[W]
[W
[W
[SS
[S S
[SS]
[SS]
[W
[W
[W
[W
[W
[W
[W
[W
[W]
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W][W]
[W
[W
[W
[W
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[S S
[S S
[S S
[S S
[S S
[S S
[S S]
[S S]
[S S]
[SS]
[SS
[SS]
[S S]
[S S]
[SS]
[SS]
[SS]
[SS
[SS]
[SS]
[SS]
[SS]
[SS]
[SS][SS]
[SS
[S S]
[SS]
[SS]
[SS]
[SS
[SS
[SS
[SS]
[SS]
[SS]
[S S
[S S]
[S S]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[W]
[W] [W]
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
SCALE
1 INCH = 30 FEET
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:(T/$1'���12�:25.�$5($�
HB
HB
HB
12''SD
RDRD
RD
RD
GAS TANK
UVLT
HB
#42
#44
#80
12" CPP
IE = 11.7'
12" CPP
IE = 11.5'
B
B
D53
D54 D55
D56
D57
D58
D59D60
D61
D63
D62
D64
D67
D66
D65
F
F
F F
F
F
FF
F
F
F
F
F
F F
EVACUATION
ROUTE
WF SP-19
WF SP-18
HB
ICV
TR
ICV
SHOWERS
NO BIKES
ON TRAIL
NO BIKES
ON TRAIL
AREA NOT
MAPPED
AREA NOT
MAPPED
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SS
SS
SS
SW
CO
CO
SS
SSSSSSSS
WETLANDWETLAND
WETLAND
B2
WETLAND
B3
WETLAND
B1
WETLAND
B1
[E
[E
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W]
[W]
[W] [W]
[W] [W] [W] [W] [W] [W]
[W]
[W]
[W]
[W]
[W]
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[S S
[S S
[S S
[S S
[S S
[S S
[S S
[S S
[S S
[S S
[S S]
[S S]
[S S]
[S S]
[S S]
[S S]
[S S]
[S S]
[SS]
[SS]
[SS]
[S S]
[S S]
[S S]
[S S]
[SS]
[G]
W TEE-114
3"W
W TEE-115
W W
W
3"W
W W
W W
3"W
W W
3"W
W
3"W W
W
W
3"W
W W W
3"W
W W W W W W3"W
3"W
W FDC-312 2
W TEE-313
2 LF - 3/4"W
W FDC-3142
W TEE-315
3 LF - 3/4"W
W FDC-3162
W TEE-317
5 LF - 3/4"W
W FDC-3182
5 LF - 3/4"W
W STUB-01
W BEND-322
W BEND-323
W
W
W
W
1-1/2"W
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
SCALE
1 INCH = 20 FEET
20 400
1. WATER MAIN IS TO BE CONSTRUCTED BY DIRECTIONAL BORING TO
MINIMIZE DEMOLITION AND RECONSTRUCTION OF EXISTING ABOVE
GRADE INFRASTRUCTURE.
2. SERVICES CROSSING THE ROAD ARE EXPECTED TO BE BORED TO
MINIMIZE DEMOLITION AND RECONSTRUCTION OF EXISTING ROAD.
3. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL
1/C7.1.
4. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.
5. AS-CONSTRUCTED UTILITIES SHOWN FOR REFERENCE PER
DOCUMENTATION PROVIDED BY OPRD. CONTRACTOR TO VERIFY ALL
CROSSINGS PRIOR TO START OF CONSTRUCTION.
6. MAINTAIN MINIMUM SEPARATION BETWEEN ALL UTILITIES.
SHEET NOTES
WATER LINE
SHEET LEGEND
ELECTRICAL LINE - SEE ELECTRICAL
FOR MORE INFORMATION
W W
NOTE DESCRIPTION DETAIL
REF.
1 REMOVE EXISTING WATER SERVICE AND YARD HYDRANT
2 INSTALL NEW 3/4-INCH WATER SERVICE AND NEW YARD
HYDRANT
3&4/C7.1
3 INSTALL 3-INCH WATER MAIN AROUND LOOP BY BORING.
INSTALL 1.5" SERVICE FROM MAIN TO RESTROOM /
SHOWER BUILDING. NEW BUILDING AS PART OF
SEPARATE CONTRACT (PACKAGE 5)
CONNECT TO EXISTING WATERLINE, LOCATION TO BE
VERIFIED BY CONTRACTOR PRIOR TO START OF
CONSTRUCTION.
6 EXISTING WATERMAIN TO BE ABANDONED IN PLACE
7 INSTALL WATER VALVE, SIZE PER PLAN 2/7.1
X UTILITY KEY NOTES
UTILITY IDENTIFIED ON "AS
CONSTRUCTED PLANS". NOT
IDENTIFIED IN THE FIELD THROUGH
LOCATES OR SURVEY.
CONTRACTOR TO VERIFY IF
CONNECTING OR CROSSING UTILITY
TO PREVENT ANY CONFLICTS.
ADDITIONAL UNDOCUMENTED
UTILITIES MIGHT BE PRESENT.
CONTRACTOR TO VERIFY ROUTE OF
FINAL BORING FOR ANY ADDITIONAL
UTILITIES.
[X]
WETLAND BOUNDARY. TO
BE STAKED BEFORE ANY
ACTIVITIES OCCUR.
WETLAND / NO WORK AREA.
MATCHLINE SEE SHEET C2.3
M
AT
CH
LI
N E
SE
E
SH
EE
T C2
.2
ESTIMATED 2350 LINEAR FEET OF 3" WATERMAIN AT LOOP D
S
ICV
HB
HB
HB
HB
HB
HB
HB
HB
HB
16''SD
16" CONC
IE = 11.9'
16" CONC
IE = 12.0'
12" CPP
IE = 11.7'
D29
D28
D30 D31
D33
D32
D34
D39
D38
D37
D36
D35
D40
D41
D42
D43
D44
D45
D52
D51
D46
D50
D47
D49
D48
F
F F
F F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
DOG
WASTE
BAGS
NO
CAMPING
EVACUATION
ROUTE
WF SP-29
ICV
ICV
ICV
ICV
ICV
ICV
WF SP-28
N
O B
IK
ES
O N
T
RA
IL
8' W
ID
E
DI
TC
H
AREA NOT
MAPPED
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SW
SW
SW
V
CO
SS
SS
SS
SS
SS
E
E
E
E
F
WETLAND
LINE
B13
WETLAND
B11
WETLAND
WETLAND
B5
WETLAND
B7
WETLAND
B6
WETLAND
B4
WETLAND
B1
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[S D
[S D
[S D
[S D
[S D
[S D
[S D
[S D
[S D
[S D
[S D
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W] [W][W][W][W][W][W][W][W][W][W][W][W][W]
[W]
[W]
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W
[W]
[W
[W]
[W]
[W]
[SS
[SS
[SS
[SS
[SS
[S S
[S S
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[SS]
[S S]
[S S]
W GV-1217
W
W TEE-122
3"W
W W W W W W W3"W W W W W W3"W W W W3"W W
3"W
W
3"W
W W
W
3"W
W GV-1297
W W
W
3"W
W W
W W
3"W
W
W
W
W
W
W
W
W
W
W
3"W
W GV-1467
W W
3"W
3"W
W FDC-302 2
W TEE-303
4 LF - 3/4"W
W FDC-304 2
W TEE-305
3 LF - 3/4"W
W FDC-3062
W TEE-307
4 LF - 3/4"W
W FDC-3082
W TEE-309
17 LF - 3/4"WW FDC-3102
W TEE-311
11 LF - 3/4"W
W FDC-347 2
W TEE-348
10 LF - 3/4"W
W FDC-3492
W TEE-350
17 LF - 3/4"W
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
SCALE
1 INCH = 20 FEET
20 400
1. WATER MAIN IS TO BE CONSTRUCTED BY DIRECTIONAL BORING TO
MINIMIZE DEMOLITION AND RECONSTRUCTION OF EXISTING ABOVE
GRADE INFRASTRUCTURE.
2. SERVICES CROSSING THE ROAD ARE EXPECTED TO BE BORED TO
MINIMIZE DEMOLITION AND RECONSTRUCTION OF EXISTING ROAD.
3. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL
1/C7.1.
4. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.
5. AS-CONSTRUCTED UTILITIES SHOWN FOR REFERENCE PER
DOCUMENTATION PROVIDED BY OPRD. CONTRACTOR TO VERIFY ALL
CROSSINGS PRIOR TO START OF CONSTRUCTION.
6. MAINTAIN MINIMUM SEPARATION BETWEEN ALL UTILITIES.
SHEET NOTES
WATER LINE
SHEET LEGEND
ELECTRICAL LINE - SEE ELECTRICAL
FOR MORE INFORMATION
W W
NOTE DESCRIPTION DETAIL
REF.
1 REMOVE EXISTING WATER SERVICE AND YARD HYDRANT
2 INSTALL NEW 3/4-INCH WATER SERVICE AND NEW YARD
HYDRANT
3&4/C7.1
3 INSTALL 3-INCH WATER MAIN AROUND LOOP BY BORING.
INSTALL 1.5" SERVICE FROM MAIN TO RESTROOM /
SHOWER BUILDING. NEW BUILDING AS PART OF
SEPARATE CONTRACT (PACKAGE 5)
CONNECT TO EXISTING WATERLINE, LOCATION TO BE
VERIFIED BY CONTRACTOR PRIOR TO START OF
CONSTRUCTION.
6 EXISTING WATERMAIN TO BE ABANDONED IN PLACE
7 INSTALL WATER VALVE, SIZE PER PLAN 2/7.1
X UTILITY KEY NOTES
UTILITY IDENTIFIED ON "AS
CONSTRUCTED PLANS". NOT
IDENTIFIED IN THE FIELD THROUGH
LOCATES OR SURVEY.
CONTRACTOR TO VERIFY IF
CONNECTING OR CROSSING UTILITY
TO PREVENT ANY CONFLICTS.
ADDITIONAL UNDOCUMENTED
UTILITIES MIGHT BE PRESENT.
CONTRACTOR TO VERIFY ROUTE OF
FINAL BORING FOR ANY ADDITIONAL
UTILITIES.
[X]
WETLAND BOUNDARY. TO
BE STAKED BEFORE ANY
ACTIVITIES OCCUR.
WETLAND / NO WORK AREA.
M
AT
CH
LI
N E
SE
E
SH
EE
T C2
.1
MATCHLINE SEE SHEET C2.4
PP
T
PP
PP
M
J
J
J
J
J
J
J
J
J
J
J
J
ES
ICV
ICV
ICV
ICV
SD
TR
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
ICV
#29
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
''S
D
''S
D
''S
D
HB
ICV X2
18" CONC
IE = 11.5'
18" CONC
IE = 11.9'
18" CMP
IE = 13.2'
B
B
B
D2
D3
D5
D7
D4
D6
D9
D8
D11
D10
D72
D71
D70
D69
D68
D67
C1
C2
C3
C71
C72 C70
C69
D1
C52
C54
C61
C62
C63
C64
C66
C65
C68
C67
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
TENT
LOOPS
MAX SITE
OCCUPANCY
EVACUATION
CAMP
HOST
TSUNAMI
EVACUATION
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ONE WAY
B
MAX SITE
OCCUPANCY
YURT
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GATE
SP
EE
D
BU
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ON TRAIL
NO BIKES
ON TRAIL
NO BIKES
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E
E
E
E
F E
E
E
E
E
E
HB
E
E
E
E
V
V
V
V V
D
D
D
D
D
D
D
D
D
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SW
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EH
EH
EH
EH
EH
EH
EH
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E
E
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F
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WETLAND
C4
WETLAND
C5
WETLAND
C3
WETLAND
C3
WETLAND
C8
WETLAND
B9
WETLAND
B8
WETLAND
B10
WETLAND
C2
WETLAND
B9
WETLAND
B1
[SD
[SD]
[SD]
[SD]
[SD]
[SD]
[SD]
[SD]
[SD]
[SD]
[E
[E
[E
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[W]
[W]
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[W] [W] [W]
[W]
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[W
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[W]
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[W]
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[W
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[SS]
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[SD]
[SD]
[S D
[S D
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; UTILITY KEY NOTES
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
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MATCHLINE SEE SHEET C2.5
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ICV
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TR
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L
NO BIKES
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TR
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ICV
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ICV
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HB
HB
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HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
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HB
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D
#101
16" CONC
IE = 11.9'
18" CONC
IE = 11.5'
18" CONC
IE = 13.1'
18" CONC
IE = 16.9'
D10
D13
D12
D15
D14
D16
D17
D19
D18 D20
D21
D23
D22
D25
D24
D26
D27
D49
D48
C37
C38
C39
C40
C41
C42
C43
C44
C45 C47
C46
C48
C49
C51
C50
C52
C53
F
F
F
F
F
F
F
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F
F
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F
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E E
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C9
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C10
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B12
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C11
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[SM
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[SD]
[SD]
[SD]
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[W] [W] [W] [W] [W] [W] [W]
[W]
[W]
[W
[W
[W
[W
[E
[W]
[W]
[W]
[W
[W
[W
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[W
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[W]
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[W] [W]
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SHEET NOTES
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SHEET LEGEND
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; UTILITY KEY NOTES
111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
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MATCHLINE SEE SHEET C2.2
M
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J
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J
J
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BIKES
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LB
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HB
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HB
HB
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D
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C4
C5
C71
C69
C7
C6
C8
C9
C10
C11 C13
C12
C15
C14
C17
C16
C19
C18
C21
C20
C23
C22 C24
C58
C55
C61
C60
C59
F
F
F
F
F
F
F
F F
F
F
F
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F
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F
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F
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AREA NOT
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C12
WETLAND
C14
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111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
KEY MAPKEY MAP
NORTH
MATCHLINE SEE SHEET C2.4
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