Attachment C Arcadia Beach SRS Plans and Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- S-63400-00013311
- Issued by
- Clatsop County, Canyonville City, Oregon
About this file
The document is a set of engineering and site improvement plans for the Arcadia Beach State Recreation Site (SRS) prepared by the Oregon Parks and Recreation Department for site upgrades located in Clatsop County, Oregon. The project involves site improvements including a new parking lot with designated accessible and compact parking spaces, installation of a double gate, pavement markings, signage, landscaping, and erosion control measures. The project is situated on two tax lots (41007CB00400 & 41007CB001000) adjacent to Oregon Coast Highway 101, with a total combined site area of 1.6 acres.
The plans detail specific construction requirements such as work hours (7 AM to 5 PM, Monday through Friday), utility coordination, soil management, reseeding disturbed areas, and adherence to safety regulations. The project includes installing inductive vehicle loops, directional signage, wheel stops, striping, and landscaping with native plant species like Gaultheria shallon (salal) and restoration seed mix. The contractor will be responsible for protecting existing utilities, maintaining emergency access, and coordinating with ODOT District 1 for highway right-of-way permits. The design emphasizes environmental sensitivity and integration with the existing coastal landscape.
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Other files
| File | Type | Posted |
|---|---|---|
| 053-25 Sole Source Determination_4-10-25_Redacted.pdf | ||
| Intent to Award OregonBuys~2.docx | DOCX document | |
| Attachment E-1 Arcadia_Paving_Project_Inadvertent_Discovery_Plan.docx | DOCX document | |
| Bid Tabulation and Responsive_PW PI.xlsx | XLSX spreadsheet | |
| QUESTION AND ANSWER.docx | DOCX document | |
| Attachment B Arcadia Beach SRS Technical Specifications.pdf | ||
| 12580 ITB Arcadia Beach SRS Site Improvements Project..docx | DOCX document | |
| 12580 ITB Attachment A- FORM A-2 Pricing Form.xlsx | XLSX spreadsheet | |
| Preliminary Bid Tabulation_PW PI.pdf |
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Text version
OREGON
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
EXPIRES: 6/30/2025
ARCADIA BEACH SRS
OREGON PARKS AND RECREATION DEPARTMENT
T4N R10W NW 14 SW 14 SECTION 7, WM
TAX LOT: 41007CB00400 & 41007CB001000
SITE IMPROVEMENTS
ST. HELENS
ASTORIA
TILLAMOOK
MCMINNVILLE
ALBANYNEWPORT
CORVALLIS
HOOD
RIVER
DALLES
THE
MADRAS
PRINEVILLE
BEND
COQUILLE
GRANTS
PASS
ASHLAND
BURNS
KLAMATH
FALLS
CONDON
MORO
PENDLETON
LA GRANDE
ENTERPRISE
VALE ONTARIO
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
ATHENA
N. POWDER
UNITYDAYVILLE
SISTERS
JUNTURA
FRENCHGLEN
BURNS JCT.
MCDERMITT
PAISLEY
LA PINE
CRESCENT
BIGGS
LEXINGTON
HERMISTON
BOARDMAN
UKIAH
ARLINGTON
MALIN
BROOKINGS
COOS BAY
DRAIN
CANYONVIL LE
REEDSPORT
OAKRIDGE
GOSHENFLORENCE
LINCOLN CITY
WALDPORT
HOME
SWEET
DETROIT
ANTELOPE
MAUPIN
FOREST
GROVE
HEBO
CANNON BEACH
SEASIDE
RAINIER
MILTON-FREEWATER
W
26 35 197
3951926
3953197
I-5
BONANZA
JUNCTION CITY
BAKER CITY
HEPPNER
COPPERFIELD
LAKE
SILVER
JUNCTION
CAVEBEACH
GOLD
ORFORD
PORT
LAKEVIEW
CANYON
CITY
DAY
JOHN
CITY
OREGON
HILLSBORO
DALLAS
REDMOND
VAL LEY
JORDAN
I-5
I-5
I-5
PROJECT
LOCATION
VICINITY MAP
N.T.S
PROJECT MAP
N.T.S
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
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KMF
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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CALIFORNIA
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NEVADA
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WASHINGTON
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IDAHO
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PACIFIC OCEAN
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 FOLLOW RULES : OREGON LAW REQUIRES YOU TO FOLLOW RULES 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 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE ADMINSTRATIVE (NOTE: THE ADMINSTRATIVE : THE ADMINSTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987).
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LAT. 45.846570 LONG. -123.960189
AutoCAD SHX Text T4N R10W NW SW Section 7 WM. 14 SW Section 7 WM. 14 Section 7 WM. TAXLOT 41007CB0400 & 41007CB01000
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COMBINED TAXLOT SIZE:
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1.8 ACRES
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PROJECT COORDINATES:
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LEGAL DESCRIPTION:
AutoCAD SHX Text Arcadia Beach State Park, Arch Cape, OR 97102
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PROPERTY ADDRESS:
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CONTACTS
AutoCAD SHX Text OWNER/APPLICANT: OREGON PARKS & RECREATION DEPT. 725 SUMMER ST. NE, STE C SALEM, OR 97301-1271 OFFICE: (503) 986-0794 FAX: (503) 986-0792 PROJECT MANAGER: OREGON PARKS & RECREATION DEPT. BLAINE KAPHAMMER BLAINE.KAPHAMMER@OPRD.OREGON.GOV MOBILE: (503) 910-4324 PARK MANAGER: BEN COX BEN.COX@OPRD.OREGON.GOV PHONE: (503) 791-7969
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PROJECT DATA
AutoCAD SHX Text CIVIL ENGINEER: PARAMETRIX, INC. BARRY JOHNSON, PE BJOHNSON@PARAMETRIX.COM OFFICE: (541) 508-7819 MOBILE: (541) 420-2032
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AREA OF GROUND DISTURBANCE:
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0.47 ACRES
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COVER SHEET
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14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
LEGEND (EXISTING)
ABBREVIATIONS
EG = EXISTING GRADE
ELEV = ELEVATION
EX = EXISTING
FF= FINISHED FLOOR
FG = FINISH GRADE
FL = FLOW LINE
MAX = MAXIMUM
MIN = MINIMUM
OPRD = OREGON PARKS AND RECREATION DEPARTMENT
PC = POINT OF CURVATURE
PT = POINT OF TANGENCY
TC - TOP OF CURB
SIGN
CONIFER TREE
SEWER CLEAN OUT
MANHOLE SEWER
GATE POST
STEEL POST
WOOD POST
1. CONSTRUCTION SCHEDULE: CONSTRUCTION HOURS ARE LIMITED TO 7 A.M. UNTIL 5
P.M. MONDAY THROUGH FRIDAY. NO WORK SHALL OCCUR ON WEEKENDS OR
HOLIDAYS. MINOR ADJUSTMENTS TO THIS SCHEDULE MAY BE ALLOWED FOR MINOR
WORK AT THE DISCRETION OF THE PARK MANAGER. APPROVAL IN WRITING FROM THE
PARK MANAGER WILL BE REQUIRED FOR ANY DEVIATION TO THE SCHEDULE ABOVE.
2. CONTRACTOR SHALL COORDINATE WITH PROJECT MANAGER ON METHODS FOR
EXCAVATION AND UTILITY INSTALLATIONS ACCORDING TO PENDING INADVERTENT
DISCOVERY PLAN INCLUDED IN PROJECT SPECIFICATIONS.
3. CONTRACTOR SHALL CLEAR AND GRUB ALL NEW CONSTRUCTION AREAS BY
REMOVING AND DISPOSING OF TREES AND PLANTS AND REMOVING SOIL WITH
ORGANIC MATERIAL, AS REQUIRED AND APPROVED BY THE PROJECT MANAGER.
STOCKPILE APPROVED SOIL IN A LOCATION APPROVED BY THE PARK MANAGER AND
RE-USE THIS SOIL TO COVER DISTURBED AREAS, AS SHOWN ON PLANS. NO OTHER
DUMPSITE IS AVAILABLE OR PROVIDED BY THE OWNER FOR ANY OTHER TYPE OF
MATERIAL.
4. CONTRACTOR SHALL RESEED ALL DISTURBED AREAS WITH AN APPROVED SEED MIX
AND BRING ALL EXCAVATIONS AND DAMAGED AREAS TO A SMOOTH LEVEL SURFACE
PRIOR TO SEEDING.
5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS AND
METHODS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SAFETY AND
SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS AND UNTIL CONTRACT
COMPLETION.
7. LOCATIONS AND SCALES ON THE OWNER PROVIDED PLANS ARE APPROXIMATE.
CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND DISTANCES IN THE FIELD PRIOR
TO BID.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES
AND GOVERNMENTAL AGENCIES WHO MIGHT HAVE UTILITY LINES ON OR ACROSS THE
PREMISES, OR WHO MIGHT BE AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE UTILITY COMPANIES TO
ENSURE COMPLIANCE WITH THE PROJECT SCHEDULE ESTABLISHED BY PROJECT
MANAGER. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING
UTILITY LINES, AND SHALL REPAIR ANY DAMAGES AT THE CONTRACTORS OWN
EXPENSE.
9. THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER OF ANY PROBLEM IN
CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED
IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.
10. CONTRACTOR SHALL VERIFY ALL CONDITIONS ON THE JOB SITE INCLUDING BUT NOT
LIMITED TO, ALL DIMENSIONS, GRADES, ELEVATIONS, AND THE COMPATIBILITY OF THE
WORK DESCRIBED ON THE ENGINEER'S DRAWINGS TO THE EXISTING SITE CONDITIONS.
ANY DISCREPANCIES OR UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE
WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE
PROJECT MANAGER'S ATTENTION IMMEDIATELY. CONTRACTOR SHALL NOT PROCEED
WITH ANY OF THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH
DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, THEN IT IS
UNDERSTOOD THAT THE CONTRACTOR IS CHOOSING TO PROCEED AT THE
CONTRACTOR'S OWN RISK AND SHALL INCUR ALL COSTS, IF ANY TO RESOLVE THE
ISSUES TO THE SATISFACTION OF THE ENGINEER.
11. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRY SAFETY REGULATIONS.
CLATSOP COUNTY AND THEIR OFFICIALS, THE ENGINEER, AND THE OWNER SHALL NOT
BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.
12. ACCESS TO EXISTING PROPERTIES/RESIDENCES AFFECTED BY CONSTRUCTION
ACTIVITIES SHALL BE MAINTAINED AT ALL TIMES BY THE CONTRACTOR. EMERGENCY
ACCESS AND COORDINATION OF EMERGENCY SERVICES SHALL BE REQUIRED.
13. CONTRACTOR SHALL CONTACT ODOT DISTRICT 1 AND SECURE ALL PERMITTING TO DO
WORK IN THE HIGHWAY RIGHT-OF-WAY.
14. SURVEY CONTROL FILE IS AVAILABLE UPON REQUEST.
GENERAL NOTES DEMOLITION AND EROSION CONTROL NOTES
1. SURVEY MONUMENTS, CONTROLS OR PROPERTY CORNERS WHICH ARE DISTURBED
OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED,
RESTORED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE.
2. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO
ALL DISTURBED AREAS AND SOIL STOCKPILES WITHIN 30 DAYS TO ALL AREAS
INCLUDING AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 60 DAYS.
3. THE PHYSICAL FEATURES AND EXISTING UTILITIES WITHIN THE LIMITS OF THE
PROJECT HAVE BEEN SHOWN BASED ON THE INFORMATION MADE AVAILABLE TO THE
PROJECT MANAGER AND ENGINEER AT THE TIME OF DESIGN. THE CONTRACTOR
SHALL VERIFY ALL FEATURES AND EXISTING UTILITIES PRIOR TO BEGINNING ANY
WORK AND SHALL NOTIFY PROJECT MANAGER OF ANY CONFLICTS.
4. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES, INFRASTRUCTURE, AND IMPROVEMENTS IN PLACE. ANY DAMAGE TO
EXISTING FACILITIES OR IMPROVEMENTS, RESULTING FROM THE CONTRACTOR'S
OPERATION, SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.
5. CONTRACTOR TO PREVENT TRACKING OF DIRT AND DEBRIS ONTO PUBLIC ROADWAYS
IN ACCORDANCE WITH SPECIFICATIONS AND APPLICABLE REQUIREMENTS FROM
LOCAL JURISDICTIONS.
6. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF THE ENGINEER'S
KNOWLEDGE. NO POTHOLING TO VERIFY LOCATIONS AND ELEVATIONS WAS
AUTHORIZED BY THE OWNER. THE CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO
VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY THE
UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. CONTRACTOR TO VERIFY
LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 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 952-001-0090. YOU MAY
OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)232-2987.
7. WOODY MATERIAL, STUMPS, AND EXCESS SAND CAN BE DISPOSED ON SITE.
CONCRETE, ASPHALT, AND OTHER RUBBISH TO BE HAULED AND DISPOSED OF
LEGALLY. STRIPPED UPPER SOIL LAYER WITH DUFF SHOULD BE STOCKPILED FOR
REDISTRIBUTION AT PLANTING PER SHEET C4.0.
SHEET INDEX
SHEET NUMBER SHEET NAME
C1.0 COVER SHEET
C1.1 GENERAL NOTES
C2.0 DEMOLITION & EROSION CONTROL
C2.1 CIVIL SITE & CHANNELIZATION PLAN
C2.2 SITE GRADING & DRAINAGE PLAN
C3.0 CIVIL DETAILS
C3.1 CIVIL DETAILS
C3.2 CIVIL DETAILS
C3.3 CIVIL DETAILS
C4.0 LANDSCAPE PLAN
CO
WOOD FENCE
WOOD POST
VEGETATION EDGE
BUILDING
ASPHALT
GRAVEL
CONCRETE
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DESIGNED BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
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KMF
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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GENERAL NOTES
C1.1
OREGON COAST
HWY 101
OREGON
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
LEGEND
CONSTRUCTION NOTES
1. REMOVE AND SALVAGE SIGN FOR REINSTALLATION.
2. PRESERVE, PROTECT, AND REINSTALL EXISTING WOOD
FENCE, UNLESS APPROVED FOR REMOVAL BY
PROJECT MANAGER.
1. PERMANENT OR TEMPORARY SOIL STABILIZATION
MEASURES SHALL BE APPLIED TO ALL DISTURBED
AREAS AND SOIL STOCKPILES WITHIN 30 DAYS TO ALL
AREAS INCLUDING AREAS WHICH WILL BE LEFT
DORMANT FOR MORE THAN 60 DAYS.
2. CONTRACTOR SHALL NOT REMOVE TREES OTHER
THAN THOSE NOTED FOR REMOVAL WITHOUT PRIOR
APPROVAL OF THE PROJECT MANAGER.
3. CONTRACTOR TO PREVENT TRACKING OF DIRT AND
DEBRIS ONTO PUBLIC ROADWAYS IN ACCOIRDANCE
WITH SPECIFICATIONS.
4. ALL UNSUITABLE SOILS MATERIALS, RUBBISH, AND
DEBRIS RESULTS FROM GRADING OPERATIONS SHALL
BE REMOVED FROM THE JOB SITE AND DISPOSED OF
PROPERLY.
5. CONTRACTOR SHALL STRIP AND STOCKPILE 2" OF
NATIVE DUFF, FREE ROCKS AND BRANCHES, WITHIN
CLEARING LIMITS PRIOR TO STRIPPING AND
STOCKPILING TOPSOIL RESPECTIVELY.
6. TAX LOT LINES ARE BASED ON CLATSOP COUNTY
GEOGRAPHIC INFORMATION SYSTEMS DIVISION
DATABASE.
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GRAVEL PARKING AREA
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PROJECT#:
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CONTRACT #:
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PARKS
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
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KMF
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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NORTH
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SCALE IN FEET
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SHEET NOTES
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DEMOLITION & EROSION CONTROL
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SAWCUT LINE
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CLEARING AND GRUBBING
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ASPHALT AREA TO BE REMOVED
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WATTLE FIBER ROLL
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TREE PROTECTION FENCING
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GRAVEL AREA TO BE REMOVED
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TREE TO BE REMOVED
AutoCAD SHX Text CONTRACTOR TO INSTALL AND CONTROL ACCESS BARRICADES. COORDINATION AND APPROVAL WITH ODOT PRIOR TO INSTALLATION OF BARRICADES IN R.O.W.
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TAXLOT LINE, TYP.
CONTRACTOR TO REMOVE EXISTING CAR COUNTER BOX AND RETURN TO OPRD PROJECT MANAGER.
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
OREGON
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
CONSTRUCTION NOTES
1. CONSTRUCT ADA ANGLE ACCESSIBLE PARKING
LAYOUT PER DETAIL 1/C3.0.
2. CONSTRUCT SWALE PER DETAIL 8/C3.0.
3. INSTALL DOUBLE GATE PER OPRD STANDARD
DETAIL 1/C3.1.
4. INSTALL EVERLAST LOOPS MODEL P16 INDUCTIVE
LOOPS WITH 24 GAUGE WIRE OR APPROVED
EQUIVALENT. CONNECT TO SALVAGED CAR
COUNTER. SEE DETAIL 2/C3.2.
5. CONSTRUCT ASPHALT PAVEMENT PER DETAIL
4/C3.0.
6. INSTALL CONCRETE WHEEL STOP PER DETAIL
6/C3.0.
7. WHITE NO PARKING ZONE STRIPING PER DETAIL
3/C3.0.
8. WHITE 4" PARKING STRIPE.
9. CONTRACTOR TO RESURFACE EXISTING TRAIL
SURFACE WITH COMPACTED 3
8" MINUS GRAVEL TO 4"
MINIMUM THICKNESS.
10. WHITE STRAIGHT ARROW MARKING PER DETAIL
7/C3.0.
11. CONSTRUCT ENTRYWAY ASPHALT PAVEMENT PER
DETAIL 9/C3.0. CONTRACTOR TO SEAL SAWCUT
JOINT WITH TACK MATERIAL AND SAND.
12. WHITE 6" COMPACT PARKING STRIPING PER DETAIL
11 /C3.0.
1. CONTRACTOR SHALL NOT REMOVE TREES OTHER
THAN THOSE NOTED FOR REMOVAL WITHOUT
PRIOR APPROVAL OF THE PROJECT MANAGER.
2. CAMPSITE FURNISHINGS ARE SHOWN FOR
REFERENCE AND FOR SITE LAYOUT. THESE ITEMS
WILL BE FURNISHED AND INSTALLED BY THE
OWNER.
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PARKS
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STATE
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SHEET:
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KMF
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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SHEET NOTES
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CIVIL SITE & CHANNELIZATION PLAN
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NORTH
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SCALE IN FEET
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PRESERVE SPRUCE TREE
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GRADE BREAK FOR DRAINAGE
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RE-LOCATED STOP SIGN
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ORPD WELCOME SIGN ONE-WAY CIRCULATION SIGN
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CANNON BEACH
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ARCH CAPE
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SEE SHEET C2.2 C2.2 FOR GRADING & DRAINAGE DETAILS
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PRESERVE SPRUCE TREE
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CONTRACTOR TO COORDINATE RELOCATING EXISTING SIGN AS REQUESTED BY PARK STAFF
APPROXIMATE LOCATION OF RE-LOCATED OPRD ENTRY SIGN. CONTRACTOR TO COORDINATE FINAL LOCATION WITH PARK STAFF.
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
48.91 48.29
48.21
52.90
53.85 54.94
54.85 ±
51.26 51.11 51.19
52.17
49.99
49.25 49.15
48.87
48.40
48.32 48.51
46.7146.51
46.47
47.13
51.98
52.79 53.40
54.11±
54.28 ±
48.67
50.63
49.70 48.72
51.79
5152535456575859
5152 52
-1.1%
-0.3%
-1.5%
-0.8%
-0.6%
OREGON
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
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AutoCAD SHX Text N
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AutoCAD SHX Text G
AutoCAD SHX Text O
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
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KMF
AutoCAD SHX Text 12580
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
AutoCAD SHX Text 37400
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SITE GRADING & DRAINAGE PLAN
AutoCAD SHX Text C2.2
AutoCAD SHX Text POINT DESCRIPTIONS: NONE FINISH GRADE ± MATCH EXISTING GRADE MATCH EXISTING GRADE
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ELEVATION AT POINT
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NEW ASPHALT DRIVE/PARKING
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GRADE BREAK
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SHEET LEGEND
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GRADING LABEL LEGEND
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EXISTING GROUND (1-FOOT CONTOUR), TYP
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PROPOSED GRADE (1-FOOT CONTOUR), TYP
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NORTH
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SCALE IN FEET
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CONTRACTOR TO FIELD FIT SWALE TO PROVIDE MINIMUM 175 LF.
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RE-SURFACED GRAVEL PATH. COMPACTED " MINUS.38" MINUS.
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TOE OF SLOPE
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CONTRACTOR TO COORDINATE TRAIL RESTORATION LIMITS WITH OPRD PROJECT MANAGER.
CONTRACTOR TO COORDINATE TRAIL RESTORATION LIMITS WITH OPRD PROJECT MANAGER.
RESERVED
PARKING
RESERVED
PARKING
NO
PARKING
ACCESS AISLE
ACCESSIBLE
VAN
NOPARKING
NO
PARKING
NO
PARKING
NO
PARKING
RESERVED
PARKING
ACCESSIBLE
VAN
SLOPE PER PLAN
SLOPE PER PLAN
COMPACT
OREGON
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
ANGLED ACCESSIBLE
PARKING LAYOUT 1
C3.0N.T.S
PAVEMENT
MARKING STENCIL 2
C3.0N.T.S
PAVEMENT
MARKING LEGEND 3
C3.0N.T.S
TYPICAL ASPHALT
PAVEMENT SECTION 4
C3.0N.T.S
PAVEMENT
MARKING STENCIL 5
C3.0N.T.S
PRECAST CONCRETE
WHEEL STOP 6
C3.0N.T.S
SWALE 8
C3.0N.T.S
ENTRYWAY
ASPHALT PAVEMENT
SECTION 9
C3.0N.T.S
DIRECTIONAL ARROW (WHITE) 7
C3.0N.T.S
COMPACT PARKING STRIPING 11
C3.0N.T.S
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ANGLE ACCESSIBLE PARKING LAYOUT
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CURB RAMP (SHALL NOT EXTEND INTO ACCESS AISLE)
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PRECAST CONCRETE WHEEL STOP SEE DETAIL 8/C3.0C3.0
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ACCESS AISLE
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PAVEMENT MARKING REQUIRED. SEE DETAIL 2/C3.0C3.0
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SIGN R7-8
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SIGN R7-8P
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SIGN OR7-9A
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SIGN R7-8
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SIGN OR7-9
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ACCESSIBLE ROUTE
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PAVEMENT MARKING STENCIL
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PAVEMENT MARKING STENCIL WHITE
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LEGEND
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MINIMUM
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STANDARD
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DIMENSIONS (INCHES)
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AutoCAD SHX Text THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS.
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COMPACT
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PAVEMENT MARKING LEGEND
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PAVEMENT MARKING LEGEND: WHITE OR YELLOW, RETROFLECTIVE
AutoCAD SHX Text THE "NO PARKING" PAVEMENT MARKING IS USED TO DESIGNATE AN ACCESS AISLE RESERVED FOR PERSONS USE PARKING WITH A DMV PERMIT. THIS MARKING SHALL BE REQUIRED FOR ALL ACCESS AISLES NEXT TO ACCESSIBLE PARKING SPACES. ENGINEERING JUDGEMENTS SHOULD BE USED FOR PLACEMENTS LOCATION TO GIVE BEST VISUAL LOCATION TO PREVENT ILLEGAL USE OF ACCESS AISLE. YELLOW MAY BE USED INSTEAD OF WHITE TO INCREASE CONTRAST BETWEEN ACCESS AISLE WHITE LINES AND THE "NO PARKING: LEGEND.
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FOR ADA PARKING STENCIL
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PRECAST CONCRETE WHEEL STOP
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FOR ADA LOADING ZONE STRIPING SEE DETAIL 3/C3.0C3.0
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CURB RAMP (SHALL NOT EXTEND INTO ACCESS AISLE)
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SIGN R7-8
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SIGN R7-8P
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WHITE 4' WIDE LINES
AutoCAD SHX Text NOTES: 1. GRADE AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN GRADE AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN TO ACHIEVE NO VISIBLE DEFLECTION WHEN TO ACHIEVE NO VISIBLE DEFLECTION WHEN ACHIEVE NO VISIBLE DEFLECTION WHEN ACHIEVE NO VISIBLE DEFLECTION WHEN NO VISIBLE DEFLECTION WHEN NO VISIBLE DEFLECTION WHEN VISIBLE DEFLECTION WHEN VISIBLE DEFLECTION WHEN DEFLECTION WHEN DEFLECTION WHEN WHEN WHEN PROOF ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING LOADED TRUCK PER ODOT DEFLECTION TESTING LOADED TRUCK PER ODOT DEFLECTION TESTING TRUCK PER ODOT DEFLECTION TESTING TRUCK PER ODOT DEFLECTION TESTING PER ODOT DEFLECTION TESTING PER ODOT DEFLECTION TESTING ODOT DEFLECTION TESTING ODOT DEFLECTION TESTING DEFLECTION TESTING DEFLECTION TESTING TESTING TESTING METHOD TM 158. 2. PAVE TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX PAVE TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LEVEL 2, " DENSE, PG 64-22 HOT MIX LEVEL 2, " DENSE, PG 64-22 HOT MIX 2, " DENSE, PG 64-22 HOT MIX 2, " DENSE, PG 64-22 HOT MIX " DENSE, PG 64-22 HOT MIX 12" DENSE, PG 64-22 HOT MIX DENSE, PG 64-22 HOT MIX DENSE, PG 64-22 HOT MIX PG 64-22 HOT MIX PG 64-22 HOT MIX 64-22 HOT MIX 64-22 HOT MIX HOT MIX HOT MIX MIX MIX ASPHALT CONCRETE. COMPACT TO 95% MAX DENSITY. 3. GRADE CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. GRADE CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. (H:V) SLOPE TO MATCH EXISTING GROUND. (H:V) SLOPE TO MATCH EXISTING GROUND. SLOPE TO MATCH EXISTING GROUND. SLOPE TO MATCH EXISTING GROUND. TO MATCH EXISTING GROUND. TO MATCH EXISTING GROUND. MATCH EXISTING GROUND. MATCH EXISTING GROUND. EXISTING GROUND. EXISTING GROUND. GROUND. GROUND. COMPACT AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ALL VERTICAL DROPS AND ELIMINATE VERTICAL DROPS AND ELIMINATE VERTICAL DROPS AND ELIMINATE DROPS AND ELIMINATE DROPS AND ELIMINATE AND ELIMINATE AND ELIMINATE ELIMINATE ELIMINATE TRIPPING HAZARDS.
AutoCAD SHX Text 4-1/2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 9"
AutoCAD SHX Text 6"
AutoCAD SHX Text 5"
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2-1"%%C HOLES
AutoCAD SHX Text 5"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text 9"
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SEAL 1/2" DEEP
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HOLE W/ MORTAR
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2-#3 REBARS
AutoCAD SHX Text #6 @ 2'-6"
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LONG
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SECTION
AutoCAD SHX Text NOTE: RECYCLED RUBBER WHEEL STOPS MAY BE SUBMITTED TO OWNER FOR REVIEW AND APPROVAL FOR USE INSTEAD OF CONCRETE WHEEL STOPS.
AutoCAD SHX Text NON-WOVEN GEOTEXTILE FILTER FABRIC, MIRAFI 140N, OR PRE-APPROVED EQUAL, WRAPPED WRAPPED AROUND ALL SIDES OF OVER EXCAVATION PRIOR TO TOPSOIL PLACEMENT (TYP.)
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8" THICK AMENDED TOPSOIL, SEE LANDSCAPING PLAN FOR SEED MIX DETAILS.
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FINISHED GRADE
AutoCAD SHX Text 3:1 (H:V)
AutoCAD SHX Text NOTES: 1. GRADE AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN GRADE AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AND COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN COMPACT BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN BASE AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN AGGREGATE TO ACHIEVE NO VISIBLE DEFLECTION WHEN TO ACHIEVE NO VISIBLE DEFLECTION WHEN TO ACHIEVE NO VISIBLE DEFLECTION WHEN ACHIEVE NO VISIBLE DEFLECTION WHEN ACHIEVE NO VISIBLE DEFLECTION WHEN NO VISIBLE DEFLECTION WHEN NO VISIBLE DEFLECTION WHEN VISIBLE DEFLECTION WHEN VISIBLE DEFLECTION WHEN DEFLECTION WHEN DEFLECTION WHEN WHEN WHEN PROOF ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING ROLLED WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING WITH A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING A FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING FULLY LOADED TRUCK PER ODOT DEFLECTION TESTING LOADED TRUCK PER ODOT DEFLECTION TESTING LOADED TRUCK PER ODOT DEFLECTION TESTING TRUCK PER ODOT DEFLECTION TESTING TRUCK PER ODOT DEFLECTION TESTING PER ODOT DEFLECTION TESTING PER ODOT DEFLECTION TESTING ODOT DEFLECTION TESTING ODOT DEFLECTION TESTING DEFLECTION TESTING DEFLECTION TESTING TESTING TESTING METHOD TM 158. 2. PAVE TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX PAVE TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX TWO SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX SEPARATE 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX 2" LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LIFT(S) MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX MAX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX OF LEVEL 2, " DENSE, PG 64-22 HOT MIX LEVEL 2, " DENSE, PG 64-22 HOT MIX LEVEL 2, " DENSE, PG 64-22 HOT MIX 2, " DENSE, PG 64-22 HOT MIX 2, " DENSE, PG 64-22 HOT MIX " DENSE, PG 64-22 HOT MIX 12" DENSE, PG 64-22 HOT MIX DENSE, PG 64-22 HOT MIX DENSE, PG 64-22 HOT MIX PG 64-22 HOT MIX PG 64-22 HOT MIX 64-22 HOT MIX 64-22 HOT MIX HOT MIX HOT MIX MIX MIX ASPHALT CONCRETE. COMPACT TO 95% MAX DENSITY. 3. GRADE CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. GRADE CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. CUTS AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AND FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. FILLS AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. AT 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. 2:1 (H:V) SLOPE TO MATCH EXISTING GROUND. (H:V) SLOPE TO MATCH EXISTING GROUND. (H:V) SLOPE TO MATCH EXISTING GROUND. SLOPE TO MATCH EXISTING GROUND. SLOPE TO MATCH EXISTING GROUND. TO MATCH EXISTING GROUND. TO MATCH EXISTING GROUND. MATCH EXISTING GROUND. MATCH EXISTING GROUND. EXISTING GROUND. EXISTING GROUND. GROUND. GROUND. COMPACT AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE AND TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TAKE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE CARE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE TO ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ALL VERTICAL DROPS AND ELIMINATE ALL VERTICAL DROPS AND ELIMINATE VERTICAL DROPS AND ELIMINATE VERTICAL DROPS AND ELIMINATE DROPS AND ELIMINATE DROPS AND ELIMINATE AND ELIMINATE AND ELIMINATE ELIMINATE ELIMINATE TRIPPING HAZARDS.
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PAVEMENT MARKING LEGEND: WHITE OR YELLOW, RETROFLECTIVE
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
AutoCAD SHX Text
BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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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
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
AutoCAD SHX Text
KMF
AutoCAD SHX Text 12580
AutoCAD SHX Text
B. JOHNSON
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B. JOHNSON
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Z. GARRARD
AutoCAD SHX Text 37400
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CIVIL DETAILS
AutoCAD SHX Text C3.0
ALL STENCILS WILL BE PROVIDED BY OWNER. CONTRACTOR TO RETURN TO PARK MANAGER CLEAN FOLLOWING USE.
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
DOUBLE GATE
(STANDARD) 1
C3.1N.T.S
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text O
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
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KMF
AutoCAD SHX Text 12580
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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DOUBLE GATE (STANDARD)
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11/16" WIDE, 4' LONG TOP TO BOTTOM
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TOP VIEW
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SIDE VIEW
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GATE ARM HOLDER WHILE IN OPEN POSITION (TYP.)
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CONSTRUCTION NOTES:
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1. INSTALL 12" CONCRETE FOUNDATION, 3'-6" DEEP. INSTALL 12" CONCRETE FOUNDATION, 3'-6" DEEP. 2. INSTALL 3'-6" CONCRETE FOUNDATION, 3'-8" DEEP. INSTALL 3'-6" CONCRETE FOUNDATION, 3'-8" DEEP. 3. PAINT ALL STEEL WITH 2 COATS EXTERIOR ENAMEL PAINT, UNLESS GALVANIZED. CONFIRM PAINT ALL STEEL WITH 2 COATS EXTERIOR ENAMEL PAINT, UNLESS GALVANIZED. CONFIRM COLOR WITH PARK MANAGER. 4. ALL STEEL AND ANCHOR BOLTS SUPPLIED BY OTHERS, INSTALLED BY CONTRACTOR. ALL STEEL AND ANCHOR BOLTS SUPPLIED BY OTHERS, INSTALLED BY CONTRACTOR. CONTRACTOR SHALL ASSEMBLE GATE USING PINS AND ANCHOR BOLTS PROVIDED. 5. OBTAIN OWNER APPROVAL OF GATE LOCATION PRIOR TO BEGINNING WORK.OBTAIN OWNER APPROVAL OF GATE LOCATION PRIOR TO BEGINNING WORK.
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GATE AND POST FULLY FABRICATED AND SUPPLIED BY OTHERS, INSTALLED BY CONTRACTOR
AutoCAD SHX Text APPROX. 3' ADJUST HEIGHT OF BAR HOLDER TO HOLD GATE ARM HORIZONTAL WHEN GATE IS IN OPEN POSITION. LOCATE 1' FROM END OF BAR
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GATE ARM HOLDER
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DETAIL-A
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NOTE: 2 REQUIRED FOR DOUBLE GATE
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SIDE VIEW
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FRONT VIEW
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4" SQUARE TUBE PRIMED STEEL
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SLOPE TO DRAIN
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EDGE OF BASE PLATE
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8"X8" STEEL TUBE POST
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34" BASE PLATE
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EDGE OF ROAD
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PRIMED STEEL
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LOCKING MECHANISM IN 1 TUBE OF GATE
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CENTER OF GATE
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PRIMED STEEL
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3/4" CHAMFER (TYP.)
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EDGE OF ROAD
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EDGE OF BASE PLATE
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3/4" DIA. A.B. SUPPLIED BY OTHERS, INSTALLED BY CONTRACTOR
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34" BASE PLATE
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7/8" DIA. HOLES FOR A.B. (4)
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LOCKING HASP
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CONCRETE 3000 PSI MIN.
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POST FULLY FABRICATED AND SUPPLIED BY OTHERS, INSTALLED BY CONTRACTOR
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CONCRETE FOOTING 3000 PSI MIN.
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CIVIL DETAILS
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GATE ARM HOLDER WHILE IN OPEN POSITION (TYP.)
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CONTRACTO TO VERIFY POST INSTALLATION LOCATION PER OPRD GUIDANCE.
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CONTRACTO TO VERIFY POST INSTALLATION LOCATION PER OPRD GUIDANCE.
POST & HINGE SHOWN FOR REFERENCE. CONTRACTOR TO INSTALL TO PROVIDE 180°± SWING ARM OPENING PER THEGENERAL ORIENTATION SHOWN IN THE PLAN VIEW BELOW.
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
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VEHICLE COUNTER SYSTEM 2
C3.2N.T.S
THERMOPLASTIC STOP BAR 4
C3.2N.T.S
PAVEMENT MARKING SCHEDULE 3
C3.2N.T.S
AutoCAD SHX Text VEHICLE COUNTER CONSTRUCTION NOTES: 1. COORDINATE VEHICLE COUNTER SYSTEM LOCATION WITH PROJECT MANAGER COORDINATE VEHICLE COUNTER SYSTEM LOCATION WITH PROJECT MANAGER VEHICLE COUNTER SYSTEM LOCATION WITH PROJECT MANAGER VEHICLE COUNTER SYSTEM LOCATION WITH PROJECT MANAGER COUNTER SYSTEM LOCATION WITH PROJECT MANAGER COUNTER SYSTEM LOCATION WITH PROJECT MANAGER SYSTEM LOCATION WITH PROJECT MANAGER SYSTEM LOCATION WITH PROJECT MANAGER LOCATION WITH PROJECT MANAGER LOCATION WITH PROJECT MANAGER WITH PROJECT MANAGER WITH PROJECT MANAGER PROJECT MANAGER PROJECT MANAGER MANAGER MANAGER BEFORE STARTING WORK. 2. INSTALL INDUCTIVE LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. INSTALL INDUCTIVE LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. INDUCTIVE LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. INDUCTIVE LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. LOOP (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. (OFCI) IN CENTER OF ROADWAY BEFORE PAVING. IN CENTER OF ROADWAY BEFORE PAVING. IN CENTER OF ROADWAY BEFORE PAVING. CENTER OF ROADWAY BEFORE PAVING. CENTER OF ROADWAY BEFORE PAVING. OF ROADWAY BEFORE PAVING. OF ROADWAY BEFORE PAVING. ROADWAY BEFORE PAVING. ROADWAY BEFORE PAVING. BEFORE PAVING. BEFORE PAVING. PAVING. PAVING. RECESS INTO AGGREGATE SO LOOP IS FLUSH TO TOP OF AGGREGATE BASE . 3. INSTALL PVC CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL INSTALL PVC CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL PVC CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL PVC CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL CONDUIT (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL (OFCI) TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL TO HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL HOUSE AND PROTECT INDUCTIVE LOOP PIGTAIL AND PROTECT INDUCTIVE LOOP PIGTAIL AND PROTECT INDUCTIVE LOOP PIGTAIL PROTECT INDUCTIVE LOOP PIGTAIL PROTECT INDUCTIVE LOOP PIGTAIL INDUCTIVE LOOP PIGTAIL INDUCTIVE LOOP PIGTAIL LOOP PIGTAIL LOOP PIGTAIL PIGTAIL PIGTAIL LEAD RUNNING TO STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' RUNNING TO STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' RUNNING TO STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' TO STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' TO STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' STAINLESS STEEL EQUIPMENT BOX. BURY CONDUIT 12' STEEL EQUIPMENT BOX. BURY CONDUIT 12' STEEL EQUIPMENT BOX. BURY CONDUIT 12' EQUIPMENT BOX. BURY CONDUIT 12' EQUIPMENT BOX. BURY CONDUIT 12' BOX. BURY CONDUIT 12' BOX. BURY CONDUIT 12' BURY CONDUIT 12' BURY CONDUIT 12' BURY CONDUIT 12' CONDUIT 12' CONDUIT 12' CONDUIT 12' 12' 12' BELOW GRADE. 4. INSTALL SS (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE INSTALL SS (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE SS (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE SS (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE (OFCI) EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE EQUIPMENT BOX. SET BOX LID 12" ABOVE EXISTING GRADE BOX. SET BOX LID 12" ABOVE EXISTING GRADE BOX. SET BOX LID 12" ABOVE EXISTING GRADE SET BOX LID 12" ABOVE EXISTING GRADE SET BOX LID 12" ABOVE EXISTING GRADE SET BOX LID 12" ABOVE EXISTING GRADE BOX LID 12" ABOVE EXISTING GRADE BOX LID 12" ABOVE EXISTING GRADE LID 12" ABOVE EXISTING GRADE LID 12" ABOVE EXISTING GRADE 12" ABOVE EXISTING GRADE 12" ABOVE EXISTING GRADE ABOVE EXISTING GRADE ABOVE EXISTING GRADE EXISTING GRADE EXISTING GRADE GRADE GRADE AND POUR 18" X 18" X 18" CONCRETE BALLAST. 5. PAVE OVER INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE PAVE OVER INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE OVER INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE OVER INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE INDUCTIVE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE LOOP AND CONDUIT AS NORMAL PAVING OPERATION. TAKE AND CONDUIT AS NORMAL PAVING OPERATION. TAKE AND CONDUIT AS NORMAL PAVING OPERATION. TAKE CONDUIT AS NORMAL PAVING OPERATION. TAKE CONDUIT AS NORMAL PAVING OPERATION. TAKE AS NORMAL PAVING OPERATION. TAKE AS NORMAL PAVING OPERATION. TAKE NORMAL PAVING OPERATION. TAKE NORMAL PAVING OPERATION. TAKE PAVING OPERATION. TAKE PAVING OPERATION. TAKE OPERATION. TAKE OPERATION. TAKE TAKE TAKE TAKE CARE TO LEAVE ASSEMBLY UNDISTURBED DURING PAVING OPERATION.
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PAVEMENT MARKING SCHEDULE
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MARKING TYPE
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UNIT
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4" WHITE LINE
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FEET
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ADA LEGEND
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EACH
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NO PARKING LEGEND
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EACH
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ARROW LEGEND
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EACH
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THERMOPLASTIC STOP BAR
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EACH
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COMPACT STALL
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EACH
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
AutoCAD SHX Text O
AutoCAD SHX Text N
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
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KMF
AutoCAD SHX Text 12580
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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CIVIL DETAILS
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ALL STENCILS WILL BE PROVIDED BY OWNER. CONTRACTOR TO RETURN TO PARK MANAGER CLEAN FOLLOWING USE.
14972ENG I NEER
JULY 25 , 1990BARRY C . J OHNSON
RE
G
IS
TERED PROFESSIONAL
WOODEN SIGN POST 1
C3.3N.T.S
SIGN SCHEDULE 3
C3.3N.T.S
STEEL TUBE SIGN POST 2
C3.3N.T.S
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NEW SIGNS
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SIGN TYPE
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DESC.
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ADA PARKING SIGN
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ADA NO PARKING SIGN
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OR7-9
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ONE WAY CIRCULATION SIGN
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GATE SIGNAGE
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RELOCATED SIGNS
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SIGN TYPE
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ARCADIA BEACH SIGN
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STOP SIGN
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DAY USE ONLY
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PROTECT-IN-PLACE SIGNS
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SIGN TYPE
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PARK SHIELD ON HIGHWAY
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NO PARKING ON HIGHWAY
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DAY USE ONLY
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DESIGNED BY
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APPROVED BY
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DRAWN BY
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DATE
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REVISION
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BY
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PROJECT#:
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CONTRACT #:
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PARKS
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
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KMF
AutoCAD SHX Text 12580
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
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CIVIL DETAILS
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CONTRACTOR TO INSTALL SIGNS ON WOODEN POST IN LANDSCAPED AREAS.
CONTRACTOR TO INSTALL SIGNS ON STEEL POST IN HARDSCAPED AREAS.
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
TYP
DETAIL
NO SCALE
CONTAINER SHRUB PLANTING
M
IN
PLANT AT SAME LEVEL AS GROWN. TOP
OF ROOTBALL TO BE LEVEL WITH FINISH
GRADE.
FINISHED GRADE
PLANTING HOLE TO
BE 2 X DIA
OF ROOTBALL
6"
SHREDDED BARK MULCH. KEEP
MULCH OFF OF STEMS
CUT OR LOOSEN CIRCLING
ROOTS PRIOR TO PLANTING
EXISTING SOIL
REPLACE NATIVE SOIL WITH
PLANTING BACKFILL MIX PER
SPECS. WATER THOROUGHLY
TO REMOVE AIR POCKETS
NOTES:
1. PLANT SHRUBS IN SINGLE SPECIES
GROUPS OF 5 TO 10 PLANTS EACH.
PLANT TREES IN SINGLE SPECIES
GROUPS OF 1 TO 5 PLANTS EACH.
2. ADJUST PLANT LOCATIONS SLIGHTLY
SO PLANTINGS APPEAR TO BE IN A
MORE RANDOM ARRANGEMENT AND
NOT IN STRAIGHT ROWS.
EDGE OF PLANTING AREALOW SHRUBS
X
X 60°
X
MEDIUM SHRUBTALL SHRUB
TYP
DETAIL
NO SCALE
PLANT LAYOUT SPACING
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING
GROUND COVERS
GS 62 GAULTHERIA SHALLON / SALAL #2 60" o.c.
5,364 SF RESTORATION SEED
AE 5 SF AGROSTIS EXARATA / SPIKE BENTGRASS SEED 0.1%
BC 260 SF BROMUS CARINATUS / CALIFORNIA BROME SEED 4.75%
EG 231 SF ELYMUS GLAUCUS / BLUE WILDRYE SEED 4.22%
FR 63 SF FESTUCA RUBRA / RED FESCUE SEED 1.15%
GW 66 SF GLYCERIA OCCIDENTALIS / WESTERN MANNA GRASSSEED 1.2%
389 SF WATER QUALITY SEED
PLANT_SCHEDULE
LA 1121
Dylan S. Bailey
OREGON
09/30/25
REGI STERED
LANDSCAPE ARCHI TEC
T
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3' WOOD FENCE
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DESIGNED BY
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APPROVED BY
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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PROJECT#:
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CONTRACT #:
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PARKS
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STATE
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ARCADIA BEACH SITE IMPROVEMENTS
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SHEET:
AutoCAD SHX Text 2/4/2025
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KMF
AutoCAD SHX Text 12580
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B. JOHNSON
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B. JOHNSON
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Z. GARRARD
AutoCAD SHX Text 37400
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SHEET NOTES
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LANDSCAPE PLAN
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1. INSTALL SOIL AMENDMENT IN INSTALL SOIL AMENDMENT IN ACCORDANCE WITH DETAILS AND TECHNICAL SPECIFICATIONS. 2. INSTALL 3" WOOD CHIP MULCH IN INSTALL 3" WOOD CHIP MULCH IN PLANT WATERING WELLS PER DETAILS AND TECHNICAL SPECIFICATIONS. 3. INSTALL SHRUBS AND GROUNDCOVERS INSTALL SHRUBS AND GROUNDCOVERS IN ACCORDANCE WITH DETAILS AND TECHNICAL SPECIFICATIONS. 4. ALL RESTORATION AREAS SHOWN ALL RESTORATION AREAS SHOWN DIAGRAMMATICALLY ONLY. FIELD ADJUST AS NECESSARY TO MATCH ADJACENT EXISTING CONDITIONS. ALL AREAS DISTURBED BY CONSTRUCTION TO BE RESTORED.
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1. ALL WORK SHALL BE PERFORMED TO ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 2. CONTRACTOR IS REQUIRED TO VERIFY CONTRACTOR IS REQUIRED TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR A CONTRACTOR IS RESPONSIBLE FOR A THOROUGH CLEAN-UP OF THEIR RESPECTIVE WORK, DAILY AND AT PROJECT CLOSE-OUT. 4. CONTRACTOR IS RESPONSIBLE FOR CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS NOT NOTED FOR REMOVAL ON THESE PLANS. DAMAGE TO EXISTING IMPROVEMENTS BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND/OR QUALIFIED INSTALLERS/TRADES ACCEPTABLE TO THE SOLE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND AT NO COST TO THE OWNER. 5. PLANT MATERIALS SHALL MEET PLANT MATERIALS SHALL MEET STANDARDS SET FORTH IN THE LATEST EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARD (ANSI Z60.1). ALL PLANT MATERIALS SHALL HAVE SUFFICIENT ROOT DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY GROWTH. CONTAINER GROWN PLANT MATERIALS ARE REQUIRED TO HAVE SUFFICIENT ROOT GROWTH TO HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER, BUT SHALL NOT BE ROOT BOUND. 6. PLANT LIST QUANTITIES ARE SHOWN PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH PLAN CALL-OUTS AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIC SPACING. 7. NO SUBSTITUTIONS SHALL BE NO SUBSTITUTIONS SHALL BE CONSIDERED FOR PLANTS OR OTHER MATERIALS DURING THE BIDDING PROCESS. 8. INSTALL RESERVED DUFF OR MULCH AS INSTALL RESERVED DUFF OR MULCH AS REQUIRED BY PROJECT MANAGER WITHIN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT OTHERWISE TREATED IN THESE PLANS.
GENERAL LANDSCAPE NOTES
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