A06_Drawings__22x34_FINAL_43_pages_.pdf

PDF 20 MB Posted May 29, 2024

Attached to: REPAIR PAVE OREGON INLET PARKING AREA
Solicitation number: 140P5324R0011
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · May 29, 2024

The provided document appears to be a set of 43 drawings titled "A06_Drawings__22x34_FINAL_43_pages_.pdf" related to the federal contract opportunity "REPAIR PAVE OREGON INLET PARKING AREA" with Solicitation Number 140P5324R0011.

The contract opportunity is for repairing and paving the Oregon Inlet parking area, issued by the Department of the Interior National Park Service Southeast Region. The drawings likely provide detailed specifications and plans for the construction and renovation work required under this contract. No further details about the products, services, pricing, or other contract terms are included in this document. This appears to be a technical drawing package rather than a solicitation, statement of work, or other contract document.

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SCALE OF MILES

SCALE OF KILOMETERS

4 0

4 8

LEGEND

HQ. PARK HEADQUARTERS

LIGHTHOUSE

INFORMATION CENTER

CAMPGROUND

RANGER STATION

MARINA

AIRSTRIP

FERRY ROUTE

COUNTY LINE

VISITOR CENTER

PARK BOUNDARY

V.C.

STATE LINE

SCALE OF MILES

20 0 20

BASIC DATA:

PROJECT SITE

PARKING REHABILITATION

OREGON INLET FISHING CENTER

CAPE HATTERAS NATIONAL SEASHORE

DARESOUTHEAST N. CAROLINA

187,329

248511/CAHA

CONSTRUCTION DRAWINGS

NORTH CAROLINA

STATE

NATIONAL PARK SERVICE

SOUTHEAST REGIONAL OFFICE REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEET

PROJECT SITE

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

OREGON INLET

SHEET INDEX

PAGE NO. SHEET NO. SHEET TITLE

GENERAL

1 G0.0 COVER SHEET

2 G0.1 GENERAL NOTES

3 G0.2 LEGEND AND ABBREVIATIONS

4 G0.3 EXISTING SURVEY COVER SHEET

5 G0.4 EXISTING SURVEY WEST PARKING LOT

6 G0.5 EXISTING SURVEY EAST PARKING LOT

7 G0.6 EXISTING SURVEY CONCESSION AREA

8 G0.7 EXISTING SURVEY ENTRANCE ROAD

9 G0.8 MATERIAL QUANTITIES & STAGING

OVERALL SITE

10 C1.0 SITE PLAN INDEX

11 C1.1 WEST PARKING DEMO

12 C1.2 SOUTHEAST PARKING DEMO

13 C1.3 NORTHEAST PARKING DEMO

14 C1.4 CONCESSION PARKING DEMO

15 C1.5 ENTRY DRIVE DEMO

16 C1.6 WEST PARKING IMPROVEMENTS

17 C1.7 SOUTHEAST PARKING IMPROVEMENTS

18 C1.8 NORTHEAST PARKING IMPROVEMENTS

19 C1.9 CONCESSION PARKING IMPROVEMENTS

20 C1.10 ENTRY DRIVE IMPROVEMENTS

21 C1.11 WEST PARKING LOT GRADING

22 C1.12 WEST PARKING LOT CURB & GUTTER (BID OPTION A)

23 C1.13 SOUTHEAST PARKING LOT GRADING

24 C1.14 NORTHEAST PARKING LOT GRADING

25 C1.15 CONCESSION PARKING LOT GRADING

26 C1.16 ENTRY DRIVE EXISTING GRADING

27 C1.17 ENTRY DRIVE SECTIONS

28 C1.18 WEST PARKING SIGNING AND STRIPING

29 C1.19 SOUTHEAST PARKING SIGNING AND STRIPING

30 C1.20 NORTHEAST PARKING SIGNING AND STRIPING

31 C1.21 CONCESSION PARKING SIGNING AND STRIPING

32 C1.22 ENTRY DRIVE SIGNING AND STRIPING

DETAILS

33 C5.0 GENERAL DETAILS

34 C5.1 GENERAL DETAILS

35 C5.2 GENERAL DETAILS

EROSION CONTROL

36 EC0.0 EROSION CONTROL NOTES

37 EC1.0 WEST PARKING EROSION CONTROL PLAN

38 EC1.1 SOUTHEAST PARKING EROSION CONTROL PLAN

39 EC1.2 NORTHEAST PARKING EROSION CONTROL PLAN

40 EC1.3 CONCESSION PARKING EROSION CONTROL PLAN

41 EC1.4 ENTRY DRIVE EROSION CONTROL PLAN

42 EC5.0 EROSION CONTROL DETAILS

43 EC5.1 EROSION CONTROL DETAILS

4-14-2023

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VILLAGE

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OCRACOKE

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SEASHORE

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NATIONAL

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LOOKOUT

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FERRY

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CARTERET COUNTY

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HYDE COUNTY

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CAPE

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ROUTE

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SWAN QUARTER

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FRISCO

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VILLAGE

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OCRACOKE

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ISLAND

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OCRACOKE

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HATTERAS

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PAMLICO

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HYDE COUNTY

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DARE COUNTY

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BUXTON

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HATTERAS

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ISLAND

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AVON

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ISLAND

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HATTERAS

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ENGELHARD

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NORTH CAROLINA

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WASHINGTON,

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MATTAMUSKEET LAKE

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NORTH CAROLINA

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WILLIAMSTON,

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SOUND

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WANCHESE

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DARE COUNTY

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TYRRELL COUNTY

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STUMPY POINT

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WAVES

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SALVO

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REFUGE

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WILDLIFE

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RODANTHE

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OCEAN

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BODIE ISLAND V.C.

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PEA ISLAND

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NATIONAL

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ATLANTIC

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ISLAND

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ROANOKE

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GROUP HQ.

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HARBOR

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MANNS

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FT. RALEIGH

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NORTH CAROLINA

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ELIZABETH CITY,

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NATIONAL MEMORIAL

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WRIGHT BROTHERS

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JUNCTION

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WHALEBONE

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MANTEO

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KILL DEVIL HILL

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NAGS HEAD

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FERRY

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ROUTE

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RALEIGH

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SEASHORE

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NATIONAL

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HATTERAS

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CAPE

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WILMINGTON

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NEW BERN

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KINSTON

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GOLDSBORO

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WILSON

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GREENVILLE

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NORTH CAROLINA

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VIRGINIA

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MOUNT

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ROCKY

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HARBOR

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MANNS

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NORFOLK

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CAPE HATTERAS NATIONAL SEASHORE

/04

/20 23 1

5:1 4 B

KE G

:\C

LIE

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0.1 N

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GENERAL NOTES

G0.1 2 43

GENERAL NOTES

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS.

2. SURVEY/ ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION..

3. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS SCREENED BACKGROUND.

NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES

MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION.

4. ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE CHANGES ARE

MADE.

5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE OWNER'S

REPRESENTATIVE.

6. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER

UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS VIA POTHOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, &

COMPLETENESS.

7. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT.

CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET.

8. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL TYPES, I.D. AND O.D. OF PIPES, ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION

DELAYS. INCLUDE INFORMATION ON LOCATION, ELEVATION , UTILITY TYPE AND SIZE.

9. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE

GOVERNMENT.

10. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS

MORE STRINGENT.

11. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES.

12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH

ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS.

13. ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, OR IN THE

OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL.

14. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING OFFICER AT LEAST

72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS.

15. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING AND CONDUITS.

16. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE UPDATED DAILY.

18. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE DELINEATED IN THIS

PLAN SET.

19. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO PREVENT THE PUBLIC

OR PARK STAFF FROM ENTERING WORK AREAS.

20. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A TRAFFIC AND PEDESTRIAN CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION.

21. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

22. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES.

23. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER EXPANSION OR

CONSTRUCTION JOINTS.

24. THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE PLANS AND/OR SPECIFICATIONS. ANY REVISIONS TO THE IMPROVEMENT PLAN WILL BE PROCESSED IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT

DOCUMENTS.

25. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO OSHA

REGULATIONS.

26. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR.

COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

CONDUCT ANY DEMOLITION DUTIES WITHOUT DISRUPTION OF OCCUPANTS.

27. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ON THE

DRAWINGS.

28. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE

SPECIFICATIONS.

34. CONSTRUCTION PROJECT WILL DISTURB MORE THAN ONE-ACRE, THE CONTRACTOR SHALL FILE AND SUBMIT A NOTICE OF INTENT (NOI) AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR

SHALL PREPARE A SWPPP MEETING THE REQUIREMENTS OF THE NATIONAL PARK SERVICE FOR

CONSTRUCTION ACTIVITIES.

35. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.

EROSION & SEDIMENT CONTROL NOTES (SEE ALSO SHEET EC0.0 FOR MORE DETAILS)

1. ALL EQUIPMENT SHALL BE POWER WASHED AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). IN ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL BE INSPECTED BY NPS FOR

INVASIVE NON-NATIVE PLANTS, WEEDS AND/OR SEEDS (NOTIFY NPS 30 CALENDAR DAYS IN ADVANCE FOR

INSPECTION).

2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. ONLY CERTIFIED "WEED FREE RICE STRAW WITH BURLAP OUTER FILTER" STRAW WATTLES ARE ALLOWED. NO

PLASTIC NETTING OUTER FILTER PRODUCTS ARE ALLOWED.

3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION

ACTIVITY.

4. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND SUB-SURFACE

DRAINS IN THE PROJECT VICINITY.

5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

WORK RESTRICTIONS

1. WORK SHALL BE GENERALLY PERFORMED FROM 7 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL

FROM THE CONTRACTING OFFICER.

2. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS.

PROJECT STAGING

1. SEE SHEET G0.8 MATERIAL QUANTITIES AND STAGING.

BID OPTION SHEET INDEX:

SHEET BID OPTION DESCRIPTION

C1.1 A CLEAR & GRUB, WITH MINOR GRADING. SEE KEYNOTE 12.

C1.6 C5.2

C1.1 B REMOVE AND REPLACE CURB AND GUTTER. SEE KEYNOTE 13.

C1.6 C1.12 C5.2

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

4-14-2023

/03

/20 23 1

2:5 7 B

KE G

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W G

LEGEND AND

ABBREVIATIONSG0.2

3 43

ABBREVIATIONS:

AC ASPHALT CONCRETE

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BST BITUMINOUS SURFACE TREATMENT

CB CATCH BASIN

CHL CHAIN LINK FENCE

CFM CUBIC FEET PER MINUTE

CONC CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICERS REPRESENTATIVE

DI DUCTILE IRON

EG EXISTING GRADE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FF FINISH FLOOR

FG FINISH GRADE

FL FLOW LINE

FS FINISHED SURFACE

FU ULTIMATE STRENGTH

FY YIELD STRENGTH

GB GRADE BREAK

GW GROUND WATER

HDG HOT DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HMA HOT MIXED ASPHALT

HP HIGH POINT

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS

ICBO-ES INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS EVALUATION SERVICE

ICC INTERNATIONAL CODE COUNCIL

INV INVERT

WATERLINE WITH TYPE OF PIPE AND DIAMETER

GRAVITY SEWER LINE WITH TYPE OF PIPE AND DIAMETER

SEWER FORCE MAIN WITH TYPE OF PIPE AND DIAMETER

STORM DRAIN WITH TYPE OF PIPE AND DIAMETER

AERIAL (OVERHEAD) ELECTRICAL

UNDERGROUND ELECTRICAL

AERIAL (OVERHEAD) TELEPHONE

UNDERGROUND TELEPHONE

EXISTING UTILITY TO BE ABANDONED

EXISTING UTILITY (ABANDONED)

EXISTING UTILITY TO BE REMOVED

WATER LINE WITH TYPE OF PIPE AND DIAMETER

NEW WATER LINE WITH TYPE OF PIPE AND DIAMETER

FIRE HYDRANT

NEW YARD HYDRANT

GATE VALVE

YARD HYDRANT

NEW MANHOLE

MANHOLE

UTILITY LINE SYMBOLS

UTILITY SYMBOLS

NEW VERSUS EXISTING UTILITY LINES

ABANDONED UTILITY LINES

SIGN

UTILITY POLE

GAS VALVE

NEW CATCH BASIN

EDGE OF PAVEMENT

EDGE OF GRAVEL

GAS LINE

METERM

NEW SIGN

CATCH BASIN

OTHER LINE SYMBOLS

CONSTRUCTION LIMITS

FENCEXXXX

COMBINATION AIR VAC

NEW THRUST BLOCK

& RELEASE VALVE

PIPE CAP

PIPE BREAK

FLOW ARROW

HOSE BIB

LIP LIP OF GUTTER

LP LOW POINT

N/A NOT APPLICABLE

NPS NATIONAL PARK SERVICE

OPER OPERATION

OVHD OVERHEAD

PE POLYETHYLENE

PVC POLYVINYL CHLORIDE

R/W RIGHT OF WAY

RIM RIM OF STRUCTURE

S.F.H. STRUCTURAL FIRE HYDRANT

S/W SIDEWALK

SJI STEEL JOIST INSTITUTE

SS SANITARY SEWER

SST STAINLESS STEEL

STL STEEL

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T&G TONGUE AND GROOVE

TBC TOP BACK OF CURB

T.O.F TOP OF FOOTING

TC TOP OF CURB

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

W WATER

WD WOOD

W/ WITH

W/C WATER TO CEMENT RATIO

WL WATER LINE

WS WATER STOP

WSE WATER SURFACE ELEVATION

WT WOOD TRASH RECEPTACLE

WW WASTEWATER

EXISTING TRANSFORMER

EXISTING ELECTRICAL METER

EXISTING ELECTRICAL PANEL

EXISTING TELEPHONE/FIBER PULL BOX

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

ABBREVIATIONS:

UTILITY SYMBOLS

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6" DIP W

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8" PVC S

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4" PE FM

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18" RCP ST

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6" DIP W

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6" DIP W

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6" DIP W

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6" DIP W

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6" DIP W

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

SURVEYOR'S NOTES:

1. THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83

(2011) SPCS, USING A TRIMBLE R8 GNSS GPS UNIT AND

THE REAL TIME NETWORK (RTN).

2. ALL ELEVATIONS ARE BASED ON NAVD88 IN FEET.

3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN FEET.

4. SURFACE DTM SET AT 1' CONTOUR INTERVALS.

5. ALL OF THE SUBJECT AREA SHOWN HEREON IS IN THE FLOOD

HAZARD AREA "AE". AS DEFINED BY FEMA MAP NUMBER

3730072600K, EFFECTIVE DATE JUNE 19, 2020.

6. THIS SURVEY IS NOT CONSIDERED A BOUNDARY SURVEY.

PROPERTY LINES AND RIGHT OF WAY LINES ARE FOR

GRAPHICAL PURPOSES ONLY TAKEN FROM THE DARE

COUNTY GIS.

7. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A

TITLE REPORT AND MAY BE SUBJECT TO ANY MATTERS THAT

A FULL TITLE SEARCH WOULD DISCLOSE.

8. THE PURPOSE OF THIS SURVEY IS TO PROVIDE A REPORT OF

EXISTING CONDITIONS AND LOCATIONS OF THE ITEMS SHOWN.

INV INVERT

ASPHALT

C&G CURB & GUTTER

SIGNS

BSTPROJECT CONTROL

DI DROP INLET

WATER VALVE

PVC POLYVINYL CHLORIDE PIPE

FEATURE LEGEND

UNKNOWNUNK

CONCRETECONC

TELEPHONE PEDESTAL

WATER METER

TELEPHONE HANDHOLE

FIRE HYDRANT

DB DEED BOOK

BM BOOK OF MAPS

ELEV ELEVATION

LP WOOD LIGHT POLE

RV PUMPOUT STATION

CLEANOUTC/O

ICV HDPE HIGH DENSITY POLYETHYLENE PIPE

CHL CHAIN LINKED FENCE

PL PLASTIC

MTL METAL

WD WOOD

HRAIL HAND RAIL

PO POWER OUTLET

POWER METER

CANOPYCAN

BOL BOLLARD

WOOD TRASH CANWT

MONITORING WELLMW

GR GRAVEL

WATER IRRIGATION CONTROL VALVE

WS WATER SPOUT

S/W SIDEWALK

CAN

WOOD TRASH CAN

S SIGN POST

UNDERGROUND STORM PIPE

UNDERGROUND POWER CABLE (PAINT MARKS)

LINE LEGEND

FENCE LINE

TIE LINE

ABOVE GROUND WATER LINE

DOCK / BOARDWALK

EXISTING PROPERTY LINE (NOT SURVEYED-SEE NOTE#6)

EXISTING RIGHT OF WAY LINE (NOT SURVEYED-SEE NOTE#6)

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SHEETG0.3

4 43

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

AutoCAD SHX Text T

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

6" PVC

INV=0.01'

INV=0.07'

INV=0.70'

INV=0.76'

INV=1.10'

TOP=3.55'

END

UNK

TOP=3.46'

TOP=3.40'

WD-S

WT S

WD BOL

(x4)

(x3)

CAN

(x3)

CAN

(x2)

WEATHER

GUAGE

ICV

(x2)

HYDRO

GUARD

5 WD

STEPS

W/ HRAIL

4 WD

STEPS

W/ HRAIL

3 WD

STEPS

W/ HRAIL

WD RAMP

WDSIGN

DISPLAY

BLDG

20"C&G

9" WD PILINGS

ALONG WOOD DOCK

OWNER: US GOVERNMENT

PID# 025076998

PIN# 0717-0068-5112

DB: 1907, PG: 359

9" WD PILINGS

AT 10' SPACING

BOTH SIDES OF

BOARDWALK

FOR CONSTRUCTION

NOAA

EQUIPMENT

BENCHES

1 STORY

FRAME BUSINESS

DECK W/

CANOPY

EXISTING PROPERTY LINE

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

EXISTING PROPERTY LINE

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

SITE DATA FOR

8770 OREGON INLET RD.

OWNER: US GOVERNMENT

PID# 025076998

PIN# 0717-0068-5112

DB: 1907, PG: 359

PLAN VIEW - EXISTING SURVEY WEST PARKING LOT

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0.4 E

EXISTING SURVEY WEST

PARKING LOTG0.4

5 43

030' 30' 60'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

SEE SH

EET G

0.6

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BST

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BST

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CONC S/W

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CONC S/W

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LOADING AREA

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CONC S/W

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DRAWING NO.

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

(TIE ONLY)

WT WT WT WT WT

WT S

SILT

6" PVC

ENDUNK

INV=0.31'

TOP=1.23'

MTL S WD

BOL

S S S S

S S

(x3) WD

CAN

ICV

(x3)

CAN

(x3)

CAN

ICV

(x2)

FUSE

BOX

C/O

WD BOL(x3)

WDPOST W/SPIGOT

PL BOL

(x2)

PL BOL

(x2)

PL BOL

(x2)WD

BOL

CONC

BOL

RIP

RAP

PANELW/FE

BURIED BST CURB

WD BOL

UTILITYBLDG

N 11°32'12" E

418.09' (GROUND DIST.)

CF= 0.999923514

418.06' (GRID DIST.)

PROJECT CONTROL: MAG NAIL

NC GRID (NAD83/2011)

N: 762,413.191E: 3,023,808.179ELEV: 3.81'

9" WD PILINGSALONG WOOD DOCK

WINCH/SIGN ONCONC PAD

MP 72

" C

R C

ONSTR

UCTIO

RV WASTEPUMPOUT AREAW/ WATERCONNECTION

EXISTING R/W

EXISTING PROPERTY LINE

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

EXISTING PROPERTY LINE

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

EXISTING R/W

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.

DOCU

T O

GIN

ALL

Y I

UED

ND SE

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D BY

ITH

, P

LIC

L-

, O N N

OVEM

R 1 6, TH

ONIC

ARY

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ALL

OT B

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ONSID

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PLAN VIEW - EXISTING SURVEY EAST PARKING LOT

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/20 23 1

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LIE

\00

0.5 E

EXISTING SURVEY EAST

PARKING LOTG0.5

6 43

030' 30' 60'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

SEE SHEET G0.6

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text

PERMEABLE PAVING

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BST

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BST

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BST

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BST

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PERMEABLE PAVING

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

AREA UNDER

CONSTRUCTION

WD-S

WT S

SILT

SILTWD-S

ICV

(x2)

FUSE

BOX

WDSIGN

DISPLAY

BLDG

UTILITY

BLDG

PROJECT CONTROL: 12" BRIDGE SPIKE

LOCALIZED COORDINATES

N: 762,822.832 E: 3,023,891.794

ELEV: 4.10'

TEMP 72" CHLFOR CONSTRUCTION

" C

NC HWY 12

FOR GRAPHICAL PURPOSES ONLY

DOCU

T O

GIN

ALL

Y I

UED

ND SE

ALE

D BY

ITH

, P

LIC

L-

, O N N

OVEM

R 1 6, TH

ONIC

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ALL

OT B

E C

ONSID

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PLAN VIEW - EXISTING SURVEY CONCESSION AREA

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0.6 E

EXISTING SURVEY

CONCESSION AREAG0.6

7 43

030' 30' 60'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

SEE SHEET G

0.7

SEE SH

EET G

0.4

SEE SH

EET G

0.5

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AutoCAD SHX Text T

AutoCAD SHX Text H

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BST

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BST

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BST

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BST

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CONC S/W

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PERMEABLE PAVING

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PERMEABLE PAVING

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CONC S/W

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

12" HDPE

INV=1.13'

INV=1.23'

TOP=3.07'

BOTTOM OF BOX= -0.01

DI - FULL OF WATER

SILT

WD-S

RIP

RAP

PROJECT CONTROL: 12" BRIDGE SPIKE

LOCALIZED COORDINATES

N: 762,822.832 E: 3,023,891.794

ELEV: 4.10'

" C

EXISTING R/W

NC HWY 12

OREGON INLET RD

(SR 1256)

DOCU

T O

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ALL

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0.6 E

EXISTING SURVEY

ENTRANCE ROADG0.7

8 43

030' 30' 60'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

SEE SHEET G0.6

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BST

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BST

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BST

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PERMEABLE PAVING

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PERMEABLE PAVING

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DRAWING NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

PROJECT CONTROL: MAG NAIL

NC GRID (NAD83/2011)

N: 762,413.191 E: 3,023,808.179

ELEV: 3.81'

PROJECT CONTROL: 12" BRIDGE SPIKE

LOCALIZED COORDINATES

N: 762,822.832 E: 3,023,891.794

ELEV: 4.10'

NC HWY 12

OREGON INLET RD

(SR 1256)

1. CONTRACTOR TO COORDINATE FINAL STAGING AREA

LOCATIONS WITH CONTRACTING OFFICER DURING

CONSTRUCTION.

1. STAGING AREA 20-FT X 100-FT.

2. STAGING AREA 12,968-SF.

KEYNOTES:

SHEET NOTES:

PLAN VIEW - MATERIAL QUANTITIES & STAGING

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1.0 M

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MATERIAL QUANTITIES &

STAGINGG0.8

9 43

050' 50' 100'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

PAVEMENT QUANTITIES

EXISTING (FT.2) ADDITIONAL (FT.2) TOTAL AC (FT.2)

WEST PARKING LOT

24,696 492 25,576

EAST PARKING LOT

63,326 6,000 69,326

CONCESSIONS PARKING LOT

21,719 169 21,888

ACCESS ROAD

17,907 1,840 19,747

NOTE:

1) EXISTING AREA SHALL BE MILL GRIND, FULL DEPTH REMOVAL AND USED FOR PROCESSED

AGGREGATE BASE UNDER NEW PAVING.

2) ADDITIONAL AREA IS NEW PAVEMENT TO BE INSTALLED IN UNIMPROVED AREAS WHERE GROUND IS

CURRENTLY EITHER GRASS OR BARE GROUND.

3) TOTAL AREA IS THE FINAL COMBINED AREA OF NEW PAVEMENT

GRAVEL QUANTITY - BID OPTION A

AREA (FT.2) 12,968

CUT/FILL

CUT (YD.3) FILL (YD.3) NET (YD.3)

1100.63 1192.46 91.83 (FILL)

NOTE; CUT / FILL QUANTITIES CONSIST OF BOTH BASE AND SUB-BASE MATERIALS

WEST PARKING

EAST PARKING

ACCESS ROAD

GRAVEL

BID OPTION A

NEW CONCESSION

BUILDING

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UG T

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UG T

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SEPTIC AREA

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12" HDPE

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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WD CAN

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WD CAN

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BURIED BST CURB

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BURIED BST CURB

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EXISTING R/W

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EXISTING R/W

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EXISTING R/W

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EXISTING R/W FOR GRAPHICAL PURPOSES ONLY **SEE NOTE#6**

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DRAWING NO.

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PMIS/PKG NO.

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SUB SHEET NO.

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TECH. REVIEW:

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DATE:

EP EP

G B

EG EG

G B

12" HDPE

C/O

PROJECT CONTROL: MAG NAIL

NC GRID (NAD83/2011)

N: 762,413.191 E: 3,023,808.179

ELEV: 3.81'

PROJECT CONTROL: 12" BRIDGE SPIKE

LOCALIZED COORDINATES

N: 762,822.832 E: 3,023,891.794

ELEV: 4.10'

EXISTING R/W

NC HWY 12

OREGON INLET RD

(SR 1256)

EXISTING R/W

FOR GRAPHICAL PURPOSES ONLY

**SEE NOTE#6**

PLAN VIEW - SITE PLAN INDEX

/03

/20 23 0

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LIE

\00

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1.0 S

SITE PLAN INDEX

C1.0 10 43

010' 10' 20'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

SHEETS

C1.1 C1.6 C1.11 C1.17

SHEETS

C1.2 C1.7 C1.12 C1.18

SHEETS

C1.3 C1.8 C1.13

C1.19

SHEETS

C1.4 C1.9 C1.14

C1.20

SHEETS

C1.5

C1.10

C1.15

C1.21

WEST PARKING

EAST PARKING

NEW CONCESSION

BUILDING

ACCESS ROAD

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EXISTING DRAIN FIELDS

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UG T

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UG T

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DATE:

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.1. EXISTING UTILITIES ARE SHOWN ONLY TO PROVIDE

INFORMATION THAT UTILITIES ARE WITHIN THE AREAS OF WORK.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL UTILITY

LOCATES PRIOR TO COMMENCING GROUND SURFACE

DISTURBANCE.

2. POTHOLE VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO

DEMOLITION OF EXISTING VEGETATION AND SOIL IN

PREPARATION TO PAVING OPERATIONS.

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE ONLY.

1. REMOVE, AND DISPOSE WHEEL STOPS. (TYP. ALL)

2. MILL GRIND FULL DEPTH EXISTING ASPHALT PAVEMENT.

RETAIN FOR USE AS ROAD BASE AND GRAVEL SURFACING.

3. RETAIN AND PROTECT EXISTING CATCH BASIN AND GRATE.

4. REMOVE EXISTING PEDESTRIAN CONCRETE ACCESS RAMP.

5. RETAIN AND PROTECT EXISTING LIGHT POLE.

6. RETAIN AND PROTECT EXISTING ELECTRICAL PANELS.

7. REMOVE EXISTING GRASS TO WIDEN EXISTING PARKING LOT

ALONG EAST EDGE. WIDENING VARIES, ONE TO THREE FEET.

8. NOT USED.

9. RETAIN AND PROTECT EXISTING CURB AND GUTTER UNLESS

(BID OPTION B) IS AWARDED.

10. RETAIN AND PROTECT EXISTING SIDEWALK.

11. REMOVE AND DISPOSE WOOD BOLLARD.

12. (BID OPTION A) CLEAR & GRUB. FINE GRADE TO PREPARE

SURFACE FOR GRAVEL.

13. (BID OPTION B) REMOVE AND DISPOSE EXISTING CURB AND

GUTTER.

14. NOT USED.

15. REMOVE & RETAIN WOOD TRASH RECEPTICALS, REINSTALL AT

END OF PROJECT. (TYP. ALL)

KEYNOTES: SHEET NOTES:

PLAN VIEW - WEST PARKING DEMO

/03

/20 23 1

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LIE

\00

L\C

1.1 W

WEST PARKING DEMO

C1.1 11 43

020' 20' 40'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

C H

C 1.

5 6

375.04'

395'

313.55'

29.04'

8.61'

8.92'

7.21'

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

CONSTRUCTION

BOUNDARY

PROJECT CONTROL: MAG NAILNC GRID (NAD83/2011)N: 762,413.191

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

1. EXISTING UTILITIES ARE SHOWN ONLY TO PROVIDE

INFORMATION THAT UTILITIES ARE WITHIN THE AREAS OF

WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

UTILITY LOCATES PRIOR TO COMMENCING GROUND SURFACE

DISTURBANCE.

2. POTHOLE VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR

TO DEMOLITION OF EXISTING VEGETATION AND SOIL IN

PREPARATION TO PAVING OPERATIONS.V

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

SHEET NOTES:

PLAN VIEW - SOUTHEAST PARKING DEMO

/04

/20 23 1

5:3 6 B

KE G

:\C

LIE

\00

L\C

1.2 E

SOUTHEAST PARKING

DEMOC1.2

12 43

020' 20' 40'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

1. REMOVE AND DISPOSE OF WHEEL STOPS. (TYP. ALL)

2. MILL GRIND FULL DEPTH EXISTING ASPHALT PAVEMENT. RETAIN FOR USE AS ROAD

BASE AND GRAVEL SURFACING.

3. REMOVE EXISTING CATCH BASIN, GRATE, AND 6" STORM DRAIN PIPE.

4. RETAIN AND PROTECT EXISTING CONCRETE DUMP STATION .

5. RETAIN AND PROTECT EXISTING LIGHT POLE.

6. RETAIN AND PROTECT EXISTING ELECTRICAL PANELS.

7. REMOVE VEGETATION AND WIDEN EXISTING PARKING LOT ALONG EAST EDGE.

WIDENING VARIES, THREE TO FOUR FEET.

8. NOT USED.

9. REMOVE VEGETATION AND WIDEN EXISTING PARKING LOT. AREA VARIES.

10. NOT USED.

11. REMOVE AND DISPOSE WOOD BOLLARD.

12. NOT USED.

13. REMOVE PARKING SIGNS AND STORE ONSITE, REINSTALL AT END OF PROJECT. SIX

SIGNS TOTAL.

14. DEMOLISH AND REMOVE TOP 12 INCHES OF 2' X 2' CONCRETE CAP. APPROXIMATE

COUNT 27.

KEYNOTES: #

5 5

C H

C 1.

6 6

227'

70'

14 12

4.99'

14.35'

3' - 4'

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MTL S

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BURIED BST CURB

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DRAWING NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ERIC S. SMITH, PLS

LICENSE NUMBER: L-5259, ON NOVEMBER 16, 2022.

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.

PLAN VIEW - NORTHEAST PARKING DEMO

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NORTHEAST PARKING

DEMOC1.3

13 43

020' 20' 40'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

C H

C 1.

C H

C 1.

1. EXISTING UTILITIES ARE SHOWN ONLY TO PROVIDE

INFORMATION THAT UTILITIES ARE WITHIN THE AREAS OF

WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

UTILITY LOCATES PRIOR TO COMMENCING GROUND SURFACE

DISTURBANCE.

2. POTHOLE VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR

TO DEMOLITION OF EXISTING VEGETATION AND SOIL IN

PREPARATION TO PAVING OPERATIONS.

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

SHEET NOTES:

1. REMOVE AND DISPOSE OF WHEEL STOPS.

2. MILL GRIND FULL DEPTH EXISTING ASPHALT PAVEMENT. RETAIN FOR USE AS ROAD

BASE AND GRAVEL SURFACING.

3. REMOVE EXISTING CATCH BASIN AND GRATE.

4. RETAIN AND PROTECT EXISTING CONCRETE DUMP STATION .

5. RETAIN AND PROTECT EXISTING LIGHT POLE.

6. RETAIN AND PROTECT EXISTING ELECTRICAL PANELS.

7. REMOVE VEGETATION TO WIDEN EXISTING PARKING LOT ALONG EAST EDGE.

WIDENING VARIES, THREE TO FOUR FEET.

8. NOT USED.

9. REMOVE VEGETATION TO WIDEN EXISTING PARKING LOT. AREA VARIES.

10. NOT USED.

11. REMOVE AND DISPOSE WOOD BOLLARD.

KEYNOTES: #

258'

3' - 4'

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TECH. REVIEW:

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DATE:

EP EP EP

PROJECT CONTROL: 12" BRIDGE SPIKE

LOCALIZED COORDINATES

THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ERIC S. SMITH, PLS

LICENSE NUMBER: L-5259, ON NOVEMBER 16, 2022.

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.

PLAN VIEW - CONCESSION PARKING DEMO

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1.4 C

CONCESSION PARKING

DEMOC1.4

14 43

020' 20' 40'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

C H

C 1.

C H

C 1.

C H

C 1.

1. EXISTING UTILITIES ARE SHOWN ONLY TO PROVIDE

INFORMATION THAT UTILITIES ARE WITHIN THE AREAS OF

WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

UTILITY LOCATES PRIOR TO COMMENCING GROUND SURFACE

DISTURBANCE.

2. POTHOLE VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR

TO DEMOLITION OF EXISTING VEGETATION AND SOIL IN

PREPARATION TO PAVING OPERATIONS.

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

4. COORIDINATE DEMOLITION WITH QUIBLE & ASSOCIATES

CONCESSIONS BUILDING DESIGN DRAWINGS.

SHEET NOTES:

1. NOT USED

2. MILL GRIND FULL DEPTH EXISTING ASPHALT PAVEMENT.

RETAIN FOR USE AS ROAD BASE AND GRAVEL SURFACING.

KEYNOTES: #

NEW CONCESSION

BUILDING

APPROXIMATE LIMITS

OF MILL GRIND, FIELD

VERIFY EXTENTS OF

PREVIOUSLY IMPROVED

PAVEMENT

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WD SIGN

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WD DISPLAY BLDG

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PERMEABLE PAVING

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WD UTILITY BLDG

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LOADING AREA

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DESIGNED:

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TECH. REVIEW:

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DATE:

EP EP EP EP

REG

O N

LET RD

(SR 1256)

THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY ERIC S. SMITH, PLS

LICENSE NUMBER: L-5259, ON NOVEMBER 16, 2022.

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.

PLAN VIEW - ENTRY DRIVE DEMO

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ENTRY DRIVE DEMO

C1.5 15 43

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SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

C H

C 1.

1. EXISTING UTILITIES ARE SHOWN ONLY TO PROVIDE

INFORMATION THAT UTILITIES ARE WITHIN THE AREAS OF

WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

UTILITY LOCATES PRIOR TO COMMENCING GROUND SURFACE

DISTURBANCE.

2. POTHOLE VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR

TO DEMOLITION OF EXISTING VEGETATION AND SOIL IN

PREPARATION TO PAVING OPERATIONS.

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

SHEET NOTES:

1. NOT USED.

2. MILL GRIND TAPER FOR PAVEMENT WIDENING SEE DETAIL

RETAIN FOR USE AS ROAD BASE AND GRAVEL SURFACING.

3. NOT USED.

4. NOT USED .

5. NOT USED.

6. NOT USED.

7. REMOVE VEGETATION AND SOIL TO WIDEN EXISTING PARKING

LOT ENTRY DRIVE THREE FEET ALONG BOTH EAST AND WEST

EDGES.

8. NOT USED.

9. RETAIN AND PROTECT EXISTING CULVERT.

KEYNOTES: #

C5.1

312'

331'

BEGIN

END

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UG T

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UG T

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12" HDPE

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WD-S

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BST

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BST

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DRAWING NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.CONSTRUCTION

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

RETAIN &

PROTECT

CONCRETE

WALKWAY

1. SEE GRADING PLAN SHEETS FOR DETAILED SLOPES AND

ELEVATIONS.

2. THE GRADE BREAK SHOWN ON PLAN IS AN OFFSET CROWN.

3. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

4. SEE SHEET C1.18 FOR STRIPING AND SIGNING.

5. SEE SHEET C1.12 FOR BID OPTION B, CURB AND GUTTER

REPLACEMENT.

1. INSTALL NEW WHEEL STOPS. SEE DETAIL (TYP. OF 47)

2. INSTALL MILL GRIND ASPHALT ROAD BASE AND GRAVEL SURFACING. SEE DETAIL

FOR STRUCTURAL SECTION AND DIMENSIONS. COMPACT 95% PER

SPECIFICATIONS.

3. PAVE AROUND EXISTING CATCH BASIN AND GRATE.

4. NOT USED.

5. NOT USED.

6. NOT USED.

7. NOT USED.

8. INSTALL ASPHALT PAVEMENT. SEE DETAIL FOR STRUCTURAL SECTION

AND DIMENSIONS.

9. RETAIN AND PROTECT EXISTING CURB AND GUTTER.

10. RETAIN AND PROTECT EXISTING SIDEWALK.

11. NOT USED.

12. (BID OPTION A) INSTALL GRAVEL AREA. SEE DETAIL FOR STRUCTURAL

SECTION AND DIMENSIONS.

SURFACE AREA APPROXIMATELY 13,000 SQUARE FEET.

13. (BID OPTION B) INSTALL CURB AND GUTTER. SEE DETAIL

14. (BID OPTION B) INSTALL MODIFIED CONCRETE GUTTER APRON AROUND CATCH

BASIN GRATES. SEE DETAIL

15. (BID OPTION B) COORDINATE CURB AND GUTTER REPLACEMENT WITH NEW

DRIVEWAY APPROACH PER CONCESSIONAIRE'S IMPROVEMENTS. SEE QUIBLE &

ASSOCIATES DESIGN DRAWINGS.

KEYNOTES: SHEET NOTES:

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WEST PARKING

IMPROVEMENTSC1.6

16 43

020' 20' 40'

SCALE OF FEET

TITLE OF SHEET

PARKING LOT REHABILITATION

OREGON INLET FISHING CENTER

B. BROOKE

Z. MATHEWS

G. MURGEL

4/14/2023

187,329

248511 / CAHA

RTH CAROLINA

PROFESSIONAL

053704

SEAL

ENGINEER

HECO ENGINEERS FIRM No. C-4980

32 N. MAIN ST.

PAYETTE, ID 83661

DAV ID BA RTON BROOKE

C H

C 1.

C5.1

10'

TYP

20'

TYP

24'

TYP

20'

TYP

C5.2

313.55'

C5.1

C5.2

C5.1

C5.2

18.0'14

2.0% M

0% M

2.0% M

0% M

2.0% M

0% M

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

PROJECT CONTROL: MAG NAILNC GRID (NAD83/2011)N: 762,413.191

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

CONSTRUCTION

BOUNDARY

THIS ELECTRONIC MEDIA IS PRELIMINARY AND SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.1. SEE GRADING PLAN SHEETS FOR DETAILED SLOPES AND

ELEVATIONS.

2. QUANTITIES DIMENSIONED ON PLANS ARE APPROXIMATE

ONLY.

3. SEE SHEET C1.19 FOR STRIPING AND SIGNING.

SHEET NOTES:

PLAN VIEW - SOUTHEAST PARKING IMPROVEMENTS

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B…

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File details come from the government source that posted it. Updated May 29, 2024.