Attachment C Plans and Drawings_Package 3 Loop D Paving.pdf
PDF 23 MB Posted
- Solicitation number
- S-63400-00016792
- Issued by
- Tillamook County, Oregon
About this file
Cape Lookout State Park Parkwide Improvements Project - Package 3 Loop D Paving
This set of architectural and engineering plans and drawings documents the Loop D paving reconstruction project at Cape Lookout State Park in Tillamook County, Oregon, prepared by KPFF Consulting Engineers on behalf of the Oregon Parks and Recreation Department. The project encompasses removal and replacement of approximately 72,600 square feet of existing asphalt pavement within the same location, affecting a total disturbed area of 1.83 acres (80,000 square feet) that includes both paved surfaces (1.67 acres) and pervious natural ground areas (0.17 acres). The project site is located at 13000 Whiskey Creek Road, Tillamook, Oregon, within the west half of Section 30, Township 2 South, Range 10 West, and Section 25 of Township 2 South, Range 11 West. Construction activities are scheduled from February 2026 through May 2026, with demolition and preparation work from February to March 2026 and paving activities from March to May 2026. The permit set has an expiration date of December 31, 2025, and the project contract number is 36327 with OPRIS number 9292.
The plans include comprehensive civil notes, existing conditions documentation, paving plans with details, and erosion and sediment control (ESC) measures complying with Oregon's 1200-CA stormwater permit requirements. The project will maintain existing drainage patterns, with drainage from the roadway flowing into landscaped areas as in current conditions. Subgrade and trench backfill must be compacted to 95 percent maximum dry density per ASTM D-698, and all construction shall conform to the 2021 Oregon Standard Specifications for Construction and applicable Tillamook County requirements. The contractor is responsible for coordinating with the Oregon Utility Notification Center at least two business days before excavation (contact: 503-246-6699) and must maintain traffic control, dust control, and erosion control measures throughout construction. Key personnel include KPFF Consulting Engineers (Civil Engineer/Design Team PM: Daan Dommels, 503-542-3860), Oregon Parks and Recreation Department (Project Manager: Darrell Monk, 503-298-1879), Greenworks Landscape Architecture (Wes Shoger, 503-222-5612), and Interface Engineering (Electrical Designer: Mark Jackson, 503-382-2649). Survey was completed September 12, 2024, and elevations are based on NAVD 88 vertical datum.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet Number Sheet Title
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
CAPE LOOKOUT STATE PARK
CAPE LOOKOUT PARKWIDE IMPROVEMENTS
TILLAMOOK COUNTY, OREGON
I-5
PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text G0.1
AutoCAD SHX Text
COVER SHEET
MULTICORELINK:2200270-02-NOTES-C0.1
AutoCAD SHX Text C0.1
MULTICORELINK:2200270-02-NOTES-C0.1
AutoCAD SHX Text
CIVIL NOTES
MULTICORELINK:2200270-10-EXC-C1.0
AutoCAD SHX Text C1.0
MULTICORELINK:2200270-10-EXC-C1.0
AutoCAD SHX Text
EXISTING CONDITIONS
MULTICORELINK:2200270-10-EXC-C1.1
AutoCAD SHX Text C1.1
MULTICORELINK:2200270-10-EXC-C1.1
AutoCAD SHX Text
EXISTING CONDITIONS
MULTICORELINK:2200270-10-EXC-C1.2
AutoCAD SHX Text C1.2
MULTICORELINK:2200270-10-EXC-C1.2
AutoCAD SHX Text
EXISTING CONDITIONS
MULTICORELINK:2200270-10-EXC-C1.3
AutoCAD SHX Text C1.3
MULTICORELINK:2200270-10-EXC-C1.3
AutoCAD SHX Text
EXISTING CONDITIONS
MULTICORELINK:2200270-10-EXC-C1.4
AutoCAD SHX Text C1.4
MULTICORELINK:2200270-10-EXC-C1.4
AutoCAD SHX Text
EXISTING CONDITIONS
MULTICORELINK:2200270-20-PAV-C2.0
AutoCAD SHX Text C2.0
MULTICORELINK:2200270-20-PAV-C2.0
AutoCAD SHX Text
PAVING PLAN
MULTICORELINK:2200270-20-PAV-C2.1
AutoCAD SHX Text C2.1
MULTICORELINK:2200270-20-PAV-C2.1
AutoCAD SHX Text
PAVING PLAN
MULTICORELINK:2200270-20-PAV-C2.2
AutoCAD SHX Text C2.2
MULTICORELINK:2200270-20-PAV-C2.2
AutoCAD SHX Text
PAVING PLAN
MULTICORELINK:2200270-20-PAV-C2.3
AutoCAD SHX Text C2.3
MULTICORELINK:2200270-20-PAV-C2.3
AutoCAD SHX Text
PAVING PLAN
MULTICORELINK:2200270-20-PAV-C2.4
AutoCAD SHX Text C2.4
MULTICORELINK:2200270-20-PAV-C2.4
AutoCAD SHX Text
PAVING PLAN
AutoCAD SHX Text C3.0
AutoCAD SHX Text
DETAILS
MULTICORELINK:2200270-80-EC-COVER-C8.0
AutoCAD SHX Text C8.0
MULTICORELINK:2200270-80-EC-COVER-C8.0
AutoCAD SHX Text
EROSION CONTROL COVER SHEET
MULTICORELINK:2200270-80-EC-COVER-C8.1
AutoCAD SHX Text C8.1
MULTICORELINK:2200270-80-EC-COVER-C8.1
AutoCAD SHX Text
EROSION CONTROL NOTES
MULTICORELINK:2200270-81-EC-PLAN-40sc-C8.2 AutoCAD SHX Text C8.2
MULTICORELINK:2200270-81-EC-PLAN-40sc-C8.2 AutoCAD SHX Text
EROSION CONTROL PLAN - EXISTING
MULTICORELINK:2200270-81-EC-PLAN-40sc-C8.3 AutoCAD SHX Text C8.3
MULTICORELINK:2200270-81-EC-PLAN-40sc-C8.3 AutoCAD SHX Text
EROSION CONTROL PLAN - PROPOSED CONDITIONS
MULTICORELINK:2200270-88-EC-DTLS-C8.8
AutoCAD SHX Text C8.4
MULTICORELINK:2200270-88-EC-DTLS-C8.8
AutoCAD SHX Text
EROSION CONTROL DETAILS
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CONTACTS
AutoCAD SHX Text Portland
AutoCAD SHX Text Eugene
AutoCAD SHX Text Brookings
AutoCAD SHX Text Newport
AutoCAD SHX Text Astoria
AutoCAD SHX Text Pendleton
AutoCAD SHX Text Baker City
AutoCAD SHX Text Ontario
AutoCAD SHX Text Bend
AutoCAD SHX Text Lakeview
AutoCAD SHX Text Medford
AutoCAD SHX Text Salem
AutoCAD SHX Text
STATE MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text Coos Bay
AutoCAD SHX Text Portland
AutoCAD SHX Text Eugene
AutoCAD SHX Text Brookings
AutoCAD SHX Text Newport
AutoCAD SHX Text Astoria
AutoCAD SHX Text Pendleton
AutoCAD SHX Text Baker City
AutoCAD SHX Text Ontario
AutoCAD SHX Text Bend
AutoCAD SHX Text Lakeview
AutoCAD SHX Text Medford
AutoCAD SHX Text Salem
AutoCAD SHX Text Coos Bay
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text COLOR CODES: RED - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES YELLOW - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. ORANGE - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. BLUE - WATER, IRRIGATION, AND SLURRY LINES. - WATER, IRRIGATION, AND SLURRY LINES. WATER, IRRIGATION, AND SLURRY LINES. GREEN - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. WHITE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE CENTERLINE AND WIDTH OF PROPOSED LINEAL INSTALLATIONS OF BURIED FACILITIES. PINK - TEMPORARY SURVEY MARKINGS - TEMPORARY SURVEY MARKINGS TEMPORARY SURVEY MARKINGS PURPLE - SLURRY AND RECLAIMED- SLURRY AND RECLAIMEDSLURRY AND RECLAIMED
AutoCAD SHX Text ATTENTION: OREGON LAW REQUIRES YOU TO TTENTION: OREGON LAW REQUIRES YOU TO TENTION: OREGON LAW REQUIRES YOU TO ENTION: OREGON LAW REQUIRES YOU TO NTION: OREGON LAW REQUIRES YOU TO TION: OREGON LAW REQUIRES YOU TO ION: OREGON LAW REQUIRES YOU TO ON: OREGON LAW REQUIRES YOU TO N: OREGON LAW REQUIRES YOU TO : OREGON LAW REQUIRES YOU TO OREGON LAW REQUIRES YOU TO OREGON LAW REQUIRES YOU TO REGON LAW REQUIRES YOU TO EGON LAW REQUIRES YOU TO GON LAW REQUIRES YOU TO ON LAW REQUIRES YOU TO N LAW REQUIRES YOU TO LAW REQUIRES YOU TO LAW REQUIRES YOU TO AW REQUIRES YOU TO W REQUIRES YOU TO REQUIRES YOU TO REQUIRES YOU TO EQUIRES YOU TO QUIRES YOU TO UIRES YOU TO IRES YOU TO RES YOU TO ES YOU TO S YOU TO YOU TO YOU TO OU TO U TO TO TO O FOLLOW RULES ADOPTED BY THE OREGON OLLOW RULES ADOPTED BY THE OREGON LLOW RULES ADOPTED BY THE OREGON LOW RULES ADOPTED BY THE OREGON OW RULES ADOPTED BY THE OREGON W RULES ADOPTED BY THE OREGON RULES ADOPTED BY THE OREGON RULES ADOPTED BY THE OREGON ULES ADOPTED BY THE OREGON LES ADOPTED BY THE OREGON ES ADOPTED BY THE OREGON S ADOPTED BY THE OREGON ADOPTED BY THE OREGON ADOPTED BY THE OREGON DOPTED BY THE OREGON OPTED BY THE OREGON PTED BY THE OREGON TED BY THE OREGON ED BY THE OREGON D BY THE OREGON BY THE OREGON BY THE OREGON Y THE OREGON THE OREGON THE OREGON HE OREGON E OREGON OREGON OREGON REGON EGON GON ON N UTILITY NOTIFICATION CENTER. THOSE RULES ARE TILITY NOTIFICATION CENTER. THOSE RULES ARE ILITY NOTIFICATION CENTER. THOSE RULES ARE LITY NOTIFICATION CENTER. THOSE RULES ARE ITY NOTIFICATION CENTER. THOSE RULES ARE TY NOTIFICATION CENTER. THOSE RULES ARE Y NOTIFICATION CENTER. THOSE RULES ARE NOTIFICATION CENTER. THOSE RULES ARE NOTIFICATION CENTER. THOSE RULES ARE OTIFICATION CENTER. THOSE RULES ARE TIFICATION CENTER. THOSE RULES ARE IFICATION CENTER. THOSE RULES ARE FICATION CENTER. THOSE RULES ARE ICATION CENTER. THOSE RULES ARE CATION CENTER. THOSE RULES ARE ATION CENTER. THOSE RULES ARE TION CENTER. THOSE RULES ARE ION CENTER. THOSE RULES ARE ON CENTER. THOSE RULES ARE N CENTER. THOSE RULES ARE CENTER. THOSE RULES ARE CENTER. THOSE RULES ARE ENTER. THOSE RULES ARE NTER. THOSE RULES ARE TER. THOSE RULES ARE ER. THOSE RULES ARE R. THOSE RULES ARE . THOSE RULES ARE THOSE RULES ARE THOSE RULES ARE HOSE RULES ARE OSE RULES ARE SE RULES ARE E RULES ARE RULES ARE RULES ARE ULES ARE LES ARE ES ARE S ARE ARE ARE RE E SET FORTH IN OAR 952-001-0001 THROUGH ET FORTH IN OAR 952-001-0001 THROUGH T FORTH IN OAR 952-001-0001 THROUGH FORTH IN OAR 952-001-0001 THROUGH FORTH IN OAR 952-001-0001 THROUGH ORTH IN OAR 952-001-0001 THROUGH RTH IN OAR 952-001-0001 THROUGH TH IN OAR 952-001-0001 THROUGH H IN OAR 952-001-0001 THROUGH IN OAR 952-001-0001 THROUGH IN OAR 952-001-0001 THROUGH N OAR 952-001-0001 THROUGH OAR 952-001-0001 THROUGH OAR 952-001-0001 THROUGH AR 952-001-0001 THROUGH R 952-001-0001 THROUGH 952-001-0001 THROUGH 952-001-0001 THROUGH 52-001-0001 THROUGH 2-001-0001 THROUGH -001-0001 THROUGH 001-0001 THROUGH 01-0001 THROUGH 1-0001 THROUGH -0001 THROUGH 0001 THROUGH 001 THROUGH 01 THROUGH 1 THROUGH THROUGH THROUGH HROUGH ROUGH OUGH UGH GH H 952-001-0090. YOU MAY OBTAIN COPIES OF 52-001-0090. YOU MAY OBTAIN COPIES OF 2-001-0090. YOU MAY OBTAIN COPIES OF -001-0090. YOU MAY OBTAIN COPIES OF 001-0090. YOU MAY OBTAIN COPIES OF 01-0090. YOU MAY OBTAIN COPIES OF 1-0090. YOU MAY OBTAIN COPIES OF -0090. YOU MAY OBTAIN COPIES OF 0090. YOU MAY OBTAIN COPIES OF 090. YOU MAY OBTAIN COPIES OF 90. YOU MAY OBTAIN COPIES OF 0. YOU MAY OBTAIN COPIES OF . YOU MAY OBTAIN COPIES OF YOU MAY OBTAIN COPIES OF YOU MAY OBTAIN COPIES OF OU MAY OBTAIN COPIES OF U MAY OBTAIN COPIES OF MAY OBTAIN COPIES OF MAY OBTAIN COPIES OF AY OBTAIN COPIES OF Y OBTAIN COPIES OF OBTAIN COPIES OF OBTAIN COPIES OF BTAIN COPIES OF TAIN COPIES OF AIN COPIES OF IN COPIES OF N COPIES OF COPIES OF COPIES OF OPIES OF PIES OF IES OF ES OF S OF OF OF F THE RULES BY CALLING THE CENTER. NOTE: THE HE RULES BY CALLING THE CENTER. NOTE: THE E RULES BY CALLING THE CENTER. NOTE: THE RULES BY CALLING THE CENTER. NOTE: THE RULES BY CALLING THE CENTER. NOTE: THE ULES BY CALLING THE CENTER. NOTE: THE LES BY CALLING THE CENTER. NOTE: THE ES BY CALLING THE CENTER. NOTE: THE S BY CALLING THE CENTER. NOTE: THE BY CALLING THE CENTER. NOTE: THE BY CALLING THE CENTER. NOTE: THE Y CALLING THE CENTER. NOTE: THE CALLING THE CENTER. NOTE: THE CALLING THE CENTER. NOTE: THE ALLING THE CENTER. NOTE: THE LLING THE CENTER. NOTE: THE LING THE CENTER. NOTE: THE ING THE CENTER. NOTE: THE NG THE CENTER. NOTE: THE G THE CENTER. NOTE: THE THE CENTER. NOTE: THE THE CENTER. NOTE: THE HE CENTER. NOTE: THE E CENTER. NOTE: THE CENTER. NOTE: THE CENTER. NOTE: THE ENTER. NOTE: THE NTER. NOTE: THE TER. NOTE: THE ER. NOTE: THE R. NOTE: THE . NOTE: THE NOTE: THE NOTE: THE OTE: THE TE: THE E: THE : THE THE THE HE E TELEPHONE NUMBER FOR THE OREGON UTILITY ELEPHONE NUMBER FOR THE OREGON UTILITY LEPHONE NUMBER FOR THE OREGON UTILITY EPHONE NUMBER FOR THE OREGON UTILITY PHONE NUMBER FOR THE OREGON UTILITY HONE NUMBER FOR THE OREGON UTILITY ONE NUMBER FOR THE OREGON UTILITY NE NUMBER FOR THE OREGON UTILITY E NUMBER FOR THE OREGON UTILITY NUMBER FOR THE OREGON UTILITY NUMBER FOR THE OREGON UTILITY UMBER FOR THE OREGON UTILITY MBER FOR THE OREGON UTILITY BER FOR THE OREGON UTILITY ER FOR THE OREGON UTILITY R FOR THE OREGON UTILITY FOR THE OREGON UTILITY FOR THE OREGON UTILITY OR THE OREGON UTILITY R THE OREGON UTILITY THE OREGON UTILITY THE OREGON UTILITY HE OREGON UTILITY E OREGON UTILITY OREGON UTILITY OREGON UTILITY REGON UTILITY EGON UTILITY GON UTILITY ON UTILITY N UTILITY UTILITY UTILITY TILITY ILITY LITY ITY TY Y NOTIFICATION CENTER IS (503) 232-1987.OTIFICATION CENTER IS (503) 232-1987.TIFICATION CENTER IS (503) 232-1987.IFICATION CENTER IS (503) 232-1987.FICATION CENTER IS (503) 232-1987.ICATION CENTER IS (503) 232-1987.CATION CENTER IS (503) 232-1987.ATION CENTER IS (503) 232-1987.TION CENTER IS (503) 232-1987.ION CENTER IS (503) 232-1987.ON CENTER IS (503) 232-1987.N CENTER IS (503) 232-1987. CENTER IS (503) 232-1987.CENTER IS (503) 232-1987.ENTER IS (503) 232-1987.NTER IS (503) 232-1987.TER IS (503) 232-1987.ER IS (503) 232-1987.R IS (503) 232-1987. IS (503) 232-1987.IS (503) 232-1987.S (503) 232-1987. (503) 232-1987.(503) 232-1987.503) 232-1987.03) 232-1987.3) 232-1987.) 232-1987. 232-1987.232-1987.32-1987.2-1987.-1987.1987.987.87.7..
AutoCAD SHX Text G0.1
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
SIZE:
AutoCAD SHX Text
PROJECT COORDINATES:
AutoCAD SHX Text
LEGAL DESCRIPTION:
AutoCAD SHX Text
PROJECT LOCATION:
AutoCAD SHX Text
CONTACTS
AutoCAD SHX Text
PROJECT DATA
AutoCAD SHX Text
AREA OF DISTURBANCE:
AutoCAD SHX Text
1.83 ACRES
AutoCAD SHX Text OWNER/APPLICANT: OREGON PARKS & RECREATION DEPT. PROJECT MANAGER: OREGON PARKS & RECREATION DEPT. DARRELL MONK 725 SUMMER STREET NE, SUITE C SALEM, OR 97301 OFFICE: (503) 298-1879
AutoCAD SHX Text CIVIL ENGINEER/DESIGN TEAM PM: KPFF CONSULTING ENGINEERS DAAN DOMMELS 111 SW 5th AVE #2600 PORTLAND, OR 97204 OFFICE: (503)-542-3860
AutoCAD SHX Text LANDSCAPE ARCHITECT: GREENWORKS WES SHOGER, PLA 110 SE MAIN ST, SUITE 100 PORTLAND, OR 97214 OFFICE: (503) 222-5612
AutoCAD SHX Text ELECTRICAL DESIGNER: INTERFACE ENGINEERING, INC. MARK JACKSON 100 SW MAIN ST SUITE 1600 PORTLAND, OR 97204 OFFICE: (503) 382-2649
AutoCAD SHX Text
LAT. 45.362302, 45.362302, LONG. -123.968278
AutoCAD SHX Text W 1/2 T. 2S, R. 10W, S. 30 & E 1/2 T 02, R 11W, S 25
AutoCAD SHX Text 13000 Whiskey Creek Rd, Tillamook OR
AutoCAD SHX Text
1.83 ACRES
AutoCAD SHX Text
SHEET LIST
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
EARTHWORKS
1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM
DRAINAGE SYSTEM.
2. CONTRACTOR TO REVIEW GEOTECHINCAL REPORT PRIOR TO START OF WORK.
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.
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 5/12/2025 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
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
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C0.1
CIVIL NOTES
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.
1.) SEE SHEET C1.0 FOR EXISTING UTILITY DATA.
ES
S
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
SD
TR
OHU
OHU
OHU
OHU
NO BIKES
ON TRAIL
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
TR
ICV
ICV
ICV
#8
#25
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
GAS TANK
UVLT
U
HB
HB
ICV X2
HB
HB
HB
#42
#44
#80
#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
A29
A27
A26
A25
A24
A21
A20
C1
D1
C41
C42
C43
C44
C45 C47
C46
C48
C49
C51
C50
C52
C54
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
DOG
WASTE
BAGS
NO
CAMPING
EVACUATION
ROUTE
EXIT
EXTRA VEHICLE
PARKING
CAMPING
RULES
WOOF
WASTE
CAPE
LOOKOUT
NO
PARKING
33A
EVACUATION
ROUTE
KEEP OFF
DUNE
NO
PARKING
SPEED
REGISTERED
PARKING
TENT
LOOPS
MAX SITE
OCCUPANCY
WF SP-29
WF SP-19
WF SP-18
WF SP-14
WF SP-15
PB
F
B
BB
LOOP
DIRECTIONS
B
NO
PARKING
NO
PARKING
HB
ICV
TR
MAX SITE
OCCUPANCY
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
YURT
YURT
YURT
YURT
YURT
YURT
YURT
YURT
SPEED BUMP
SPEED BUMP
GATE
GATE
SAND DUNE
SHOWERS
SP
EE
D
BU
M P
9" 6"
12"
16"
14"
17"
18"
16"
24"
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"
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"
14"
6"
19" 15"
9"
14"
17" 16"
16"
7" 8"
18"
28"
9"
8"
16"
24"
18" 22"
22"
11" 8"
6"10"
24"
10" 16"
13" 21"
18"
26"
36"
18"
21"
21"
18"
10"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"
12"
14"
17"
9"
10" 9" 19"
9"
14"
12" 22"
29" 14"
18"
9" 9"
14"
16" 16"
18"
22"
11"
15"
13"
7"
58"
80"
60"
60"
6"
24"
5' WIDE DITCH
WOOD
AND
T-POST
RETAINING
WALL
SAND
ROCK
RETAINING
WALL
CONC
BLOCK
WALL
55"
9"
15 16
20 18 17
161718
16 17
191817
17 17
15 15
2627 25 20
25 27
2021222324252627
1618192021222324252627
17 16
12 11
17 19
14 13
12 11
12 12
12 13
13 12
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
CONEX
AREA NOT
MAPPEDAREA NOT
MAPPED
E
E
E
E E
E
E
E
E
E
E
E
F
E
E
HB
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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
CO
V
DD
D
CO
SW
CO
CO
SS
SS
SSSS
E
D
EHEH
EH
EH
EH
EH
EH
EH
EH
EH
EH
EHEH
EH
EO
EH
EH
EH
EH
EH
EH
EH
EH
E
E EC
F
E F
EH
EH
EH
E
E
E
EF
EH
WETLAND
C4
WETLAND
C5
WETLAND
C3
WETLAND
C3
WETLAND
C1
WETLAND
LINE
B13
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
B1
WETLAND
B1
WETLAND
B1
WETLAND
B1
WETLAND
C11
WETLAND
C11
FLOOD ZONE LIMITS
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
BOLLARD
SIGN
CAMPSITE MARKER
ELECTRICAL JUNCTION BOX
RD ROOF DRAIN
PAY STATION BOX
SD
BARBEQUE
ASPHALT SURFACE
BIKE RACK
FIRE PIT
WALL
GRAVEL SURFACE
WOOD DECK SURFACE
B
BBQ
A1
F
PB
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
JB
SANITARY SEWER LINESS
WETLAND
ELECTRICAL RV HOOKUP
TRANSFORMER
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
TRAN
ELECTRICAL METER
POWER POLE
WATER VALVE
WATER METER
CATCH BASIN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
HOSE BIB
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
ELECTRICAL SWITCH
TELECOMMUNICATIONS RISER
SATELLITE DISH
ELECTRICAL JUNCTION BOX
T
E
AREA DRAIN
ES
RV SEPTIC DUMP
W
SINK WASTE DUMP
SEPTIC TANK VENT
ICV
TR
SD
HB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
ELECTRICAL RISERER
CO
SW
V
D
EC
EV
EH
JB
HOSE BIB
IRRIGATION CONTROL VALVE
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
PROJECT CONTROL POINT
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
#1
UNKNOWN UTILITY MANHOLE
ICV
U
WF
UNKNOWN UTILITY VAULTUVLT
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 = 40 FEET
40 800
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
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C1.0
EXISTING CONDITIONS
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
FLOOD ZONE LIMITS
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.
1.) SEE SHEET C1.0 FOR EXISTING UTILITY DATA.
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
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
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C1.1
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
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.
1.) SEE SHEET C1.0 FOR EXISTING UTILITY DATA.
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
BOLLARD
SIGN
CAMPSITE MARKER
SD
BARBEQUE
ASPHALT SURFACE
FIRE PIT
WALL
GRAVEL SURFACE
WOOD DECK SURFACE
B
BBQ
A1
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
SANITARY SEWER LINESS
WETLAND ELECTRICAL RV HOOKUP
TRANSFORMERTRAN
ELECTRICAL METER
POWER POLE
CATCH BASIN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
ELECTRICAL SWITCH
ELECTRICAL JUNCTION BOX
T
E
RD ROOF DRAIN
PAY STATION BOX
AREA DRAIN
ES
BIKE RACK
FIRE PIT
RV SEPTIC DUMP
SINK WASTE DUMP
SEPTIC TANK VENT
F
PB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
ELECTRICAL RISERER
SW
V
D
EC
EV
EH
JB
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
WATER VALVE
WATER METER
HOSE BIB
IRRIGATION CONTROL VALVE
TELECOMMUNICATIONS RISER
SATELLITE DISH
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
PROJECT CONTROL POINT
AREA DRAIN
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
#1
RV SEPTIC DUMP
W
UNKNOWN UTILITY MANHOLE
ICV
TR
SD
HB
U
WF
UNKNOWN UTILITY VAULTUVLT
CO
D
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
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C1.2
ES
ICV
ICV
ICV
SD
TR
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
O
HU
O
HU
O
HU
O
HU
O
HU
O
HU
#8
HB
HB
HB
HB
HB
HB
HB
HB
''S
D
U
HB
ICV X2
18" CONC
IE = 11.5'
18" CONC
IE = 11.9'
18" CMP
B
B B
B
B B
B
D2
D3
D5
D7
D4
D6
D9
D8
D11
D10
D72
D71
D70
D69
D68
D67
A21
A20
C1
D1
C52
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
EXTRA VEHICLE
PARKING
CAMPING
RULES
CAPE
LOOKOUT
NO
PARKING
EVACUATION
ROUTE
KEEP OFF
DUNE
NO
PARKING
SPEED
REGISTERED
PARKING
TENT
LOOPS
B
BB
LOOP
DIRECTIONS
B
NO
PARKING
NO
PARKING
MAX SITE
OCCUPANCY
YURT
SPEED BUMP
GATE
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"
19" 15"
14"
16"
7"
15"
13"
7"
SAND
ROCK
RETAINING
WALL
CONC
BLOCK
WALL
25 20
2021222324
17 16
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
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
C3
WETLAND
B9
WETLAND
B8
WETLAND
B10
WETLAND
C2
WETLAND
B9
WETLAND
B1
FLOOD ZONE LIMITS
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.
1.) SEE SHEET C1.0 FOR EXISTING UTILITY DATA.
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
BOLLARD
SIGN
CAMPSITE MARKER
SD
BARBEQUE
ASPHALT SURFACE
FIRE PIT
WALL
GRAVEL SURFACE
WOOD DECK SURFACE
B
BBQ
A1
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
SANITARY SEWER LINESS
WETLAND ELECTRICAL RV HOOKUP
TRANSFORMERTRAN
ELECTRICAL METER
POWER POLE
CATCH BASIN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
ELECTRICAL SWITCH
ELECTRICAL JUNCTION BOX
T
E
RD ROOF DRAIN
PAY STATION BOX
AREA DRAIN
ES
BIKE RACK
FIRE PIT
RV SEPTIC DUMP
SINK WASTE DUMP
SEPTIC TANK VENT
F
PB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
ELECTRICAL RISERER
SW
V
D
EC
EV
EH
JB
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
WATER VALVE
WATER METER
HOSE BIB
IRRIGATION CONTROL VALVE
TELECOMMUNICATIONS RISER
SATELLITE DISH
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
PROJECT CONTROL POINT
AREA DRAIN
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
#1
RV SEPTIC DUMP
W
UNKNOWN UTILITY MANHOLE
ICV
TR
SD
HB
U
WF
UNKNOWN UTILITY VAULTUVLT
CO
D
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
M
AT
CH
LI
N E
SE
E
SH
EE
T C1
.4
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C1.3
ICV
ICV
ICV
NO BIKES
ON TRAIL
TR
#25
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
C41
C42
C43
C44
C45 C47
C46
C48
C49
C50
F
F
F
F
F
F
F
F F
F
F
FF
F
F
F
F
F
F
F
F
F
EXIT
WF SP-14
WF SP-15
PB
F
ICV
ICV
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"
7" 8"
18"
8"
11" 8"
24"
10" 16"
13" 21"
18"
26"
36"
18"
21"
21"
20"
25" 19"
18" 16" 14"
31"
31"
33"
17"
9"
10"
18"
31"
10"
10" 7"
17"
6"
10"
7"
21"
12" 15"
6"
14"
33"
24"
34"
15"
14"
29" 14"
18"
9" 9"
14"
16" 16"
18"
80"
60"
6"
24"
5' WIDE DITCH
WOOD
AND
T-POST
RETAINING
WALL
55"
20 18 17
8' W
ID
E
DI
TC
H
CONEX
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
CO
CO
E
E
D
E
E
EH
EHEH
EH
EO
EH
EH
EH
EH
EH
EH
E
F
EH
E
E
E
E
E
E
E
EF
E EH
WETLAND
C1
WETLAND
B12
WETLAND
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.
1.) SEE SHEET C1.0 FOR EXISTING UTILITY DATA.
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
BOLLARD
SIGN
CAMPSITE MARKER
SD
BARBEQUE
ASPHALT SURFACE
FIRE PIT
WALL
GRAVEL SURFACE
WOOD DECK SURFACE
B
BBQ
A1
ELECTRICAL LINEE
T TELECOMMUNICATIONS LINE
SANITARY SEWER LINESS
WETLAND ELECTRICAL RV HOOKUP
TRANSFORMERTRAN
ELECTRICAL METER
POWER POLE
CATCH BASIN
SEPTIC TANK LID
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
ELECTRICAL CABINET
ELECTRIC VEHICLE CHARGING STATION
ELECTRICAL SWITCH
ELECTRICAL JUNCTION BOX
T
E
RD ROOF DRAIN
PAY STATION BOX
AREA DRAIN
ES
BIKE RACK
FIRE PIT
RV SEPTIC DUMP
SINK WASTE DUMP
SEPTIC TANK VENT
F
PB
ELECTRICAL VAULTEVLT
SANITARY MANHOLE WITH STRUCTURES
ELECTRICAL RISERER
SW
V
D
EC
EV
EH
JB
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
WATER VALVE
WATER METER
HOSE BIB
IRRIGATION CONTROL VALVE
TELECOMMUNICATIONS RISER
SATELLITE DISH
STUMP
WETLAND FLAG SAMPLE POINT W/FLAG NO.
PROJECT CONTROL POINT
AREA DRAIN
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
#1
RV SEPTIC DUMP
W
UNKNOWN UTILITY MANHOLE
ICV
TR
SD
HB
U
WF
UNKNOWN UTILITY VAULTUVLT
CO
D
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
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
APPROVED BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
PACKAGE:
AutoCAD SHX Text
OPRIS#:
AutoCAD SHX Text
PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text
STATE
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
JULY 2025
AutoCAD SHX Text
JRC
AutoCAD SHX Text
GP/PS
AutoCAD SHX Text
CV
AutoCAD SHX Text
DD
AutoCAD SHX Text
AutoCAD SHX Text 36327
AutoCAD SHX Text
CAPE LOOKOUT STATE PARK, TILLAMOOK COUNTY
AutoCAD SHX Text
CAPE LOOKOUT PARKWIDE IMPROVEMENTS - PACKAGE 3 - LOOP D PAVING
AutoCAD SHX Text
AutoCAD SHX Text C1.4
O: 503.227.3251 F: 503.274.4681 www.kpff.com
PERMIT SET
EXPIRATION DATE:
OREGON
12/31/2025
79775
SCALE: NTS
VICINITY MAP
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CA PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CA PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CA PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN.
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 THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT
LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
ATTENTION EXCAVATORS
NAME:
COMPANY/AGENCY:
PHONE:
FAX:
E-MAIL:
DESCRIPTION OF EXPERIENCE:
PERMITEE'S SITE INSPECTOR
TBD
SHEET INDEX
SHEET
TITLE SHEET DESCRIPTION
C8.0 EROSION CONTROL COVER SHEET
C8.1 EROSION CONTROL NOTES
C8.2 EROSION CONTROL PLAN - EXISTING CONDITIONS
C8.3 EROSION CONTROL PLAN - PROPOSED CONDITIONS
C8.4 EROSION CONTROL DETAILS
SITE CONDITIONS MINIMUM FREQUENCY
1. ACTIVE PERIOD ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE.
WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM
SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE.
AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER
STORMWATER RUNOFF IS OCCURRING.
2. INACTIVE PERIODS
GREATER THAN FOURTEEN
(14) CONSECUTIVE CALENDAR
DAYS
THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN
ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN
SECTION 2.2.20 HAVE BEEN COMPLETED TO TWICE PER MONTH FOR
THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS APART, THEN
ONCE PER MONTH.
3. PERIODS DURING WHICH
THE SITE IS INACCESSIBLE
DUE TO INCLEMENT WEATHER
IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR
DAILY AT A RELEVANT DISCHARGE POINT OR DOWNSTREAM
LOCATION OF THE RECEIVING WATERBODY.
4. PERIODS DURING WHICH
CONSTRUCTION ACTIVITIES
ARE SUSPENDED AND RUNOFF
IS UNLIKELY DUE TO FROZEN
CONDITIONS.
VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY
SUSPENDED. IMMEDIATELY RESUME MONITORING UPON THAWING,
OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
5. PERIODS DURING WHICH
CONSTRUCTION ACTIVITIES
ARE CONDUCTED AND
RUNOFF IS UNLIKELY DURING
FROZEN CONDITIONS.
VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A
MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR
WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
SCALE: 1" = 200'
SITE MAP
REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S
CLEARING GRADING UTILITY
INSTALL.
ROAD
CONSTR.
FINAL
STABILIZATION
BIOBAGS **X X X
BIO SWALES
CHECK DAMS
COMPOST BERMS
COMPOST BLANKETS
COMPOST SOCKS
CONCRETE TRUCK WASHOUT
CONSTRUCTION ENTRANCE **X X X X X
DEWATERING
DRAINAGE SWALES
DUST CONTROL
EARTH DIKES
ENERGY DISSIPATERS
EROSION CONTROL BLANKETS & MATS (JUTE MATTING)
HYDROSEEDING
INLET PROTECTION
MULCHES
MYCORRHIZAE / BIOFERTILIZERS
NATURAL BUFFER ZONE X X X X X
ORANGE CONSTRUCTION FENCING **X X X X X
OUTLET PROTECTION
PERMANENT SEEDING AND PLANTING
PIPE SLOPE DRAINS
PLASTIC SHEETING
PRESERVE EXISTING VEGETATION X X X X X
SEDIMENT FENCING **X X X X X
SEDIMENT BARRIER
SEDIMENT TRAP
SODDING
SOIL TACKIFIERS
STORM DRAIN INLET PROTECTION
STRAW WATTLES (OR OTHER MATERIALS) **X X X X X
TEMPORARY DIVERSION DIKES
TEMPORARY OR PERMANENT SEDIMENTATION BASINS
TEMPORARY SEEDING AND PLANTING
TREATMENT SYSTEM
UNPAVED ROADS GRAVELED OR OTHER BMP ON THE
ROAD
VEGETATIVE FILTER STRIPS
** = SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
BMP MATRIX FOR CONSTRUCTION PHASES
INSPECTION FREQUENCY
EROSION AND SEDIMENT CONTROL PLANS
PROJECT SITE
LOCATED ON A PORTION OF CAPE LOOKOUT
STATE PARK LANDS. LOCATED IN THE WEST
HALF OF SECTION 30, TOWNSHIP 2 SOUTH,
RANGE 10 WEST, WILLAMETTE MERIDIAN,
TILLAMOOK COUNTY AND IN SECTION 25 OF
TOWNSHIP 2 SOUTH, RANGE 11 WST,
WILLAMETTE MERIDIAN, TILLAMOOK COUNTY
LATITUDE = 45° 21' 37.5006" NORTH
LONGITUDE = -123° 58' 11.0526" WEST
PROJECT LOCATION PROPERTY DESCRIPTION
TAXLOT 6100 OF TAX MAP 2S100 & TAXLOT 500
OF 2S103
RAIN GAUGE
NEAREST RAIN GAUGE ID: TILLAMOOK STATION
LOCATION: TILLAMOOK, OR
LATITUDE = 45.46 °N
LONGITUDE = 123.84 °W
{COORDINATES FROM WEATHER UNDERGROUND - wunderground.com}
PROJECT MANAGER:
OREGON PARKS & RECREATION DEPT.
CONTACT: DARRELL MONK
725 SUMMER STREET NE, SUITE C
SALEM, OR 97301
OFFICE: (503) 298-1879
OWNER
KPFF CONSULTING ENGINEERS
CONTACT: DAAN DOMMELS
111 SW FIFTH AVENUE, SUITE 2600
PORTLAND, OREGON 97204
PHONE: 503-542-3860
E-MAIL: daan.dommels@kpff.com
ENGINEER
SURVEYOR
KPFF CONSULTING ENGINEERS
CONTACT: TROY TETSUKA
111 SW FIFTH AVENUE, SUITE 2600
PORTLAND, OREGON 97204
PHONE: 503-227-3251
E-MAIL: troy.tetsuka@kpff.com
SITE DESCRIPTION
EXISTING SITE CONDITIONS
THE EXISTING SITE IS A CAMPGROUND WITH A PAVED ROAD AND UTILITIES THROUGHOUT THE LOOP.
SOIL CONTAMINATION
CONTAMINATED SOILS NOT EXPECTED ON-SITE PER THE ECSI DATABASE. IF CONTAMINATED SOILS ARE
DISCOVERED, AN ENVIRONMENTAL MANAGEMENT PLAN WILL BE REQUIRED. (SECTION 1.2.9)
DEVELOPED CONDITIONS
REMOVE AND REPLACE THE EXISTING ASPHALT IN THE SAME LOCATION.
IMPERVIOUS AREA (ASPHALT) = 72,600 SF = 1.67 ACRES
PERVIOUS AREA (NATURAL GROUND) = 7,400 SF = 0.17 ACRES
TOTAL SITE AREA
80,000 SF = 1.83 ACRES
EXISTING CONDITIONS: DRAINAGE FROM THE ROADWAY FLOWS INTO LANDSCAPED AREAS.
PROPOSED CONDITIONS: PROPOSED CONDITIONS WILL RETAIN THE EXISTING FLOW PATTERNS.
IMPACTED WATER BODIES:
THE PAVEMENT RECONSTRUCTION WILL NOT IMPACT ANY WETLANDS.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .