Attachment 06 Part 1 Croatan Final.pdf

PDF 36 MB Posted Jul 9, 2024

Attached to: Croatan Ranger Construction Federal contract opportunity
Solicitation number: 12445224R0029
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jul 9, 2024

This document appears to be Attachment 06 Part 1 of the Croatan Ranger Construction solicitation. The solicitation is for the construction of a 6,600 square foot Ranger Station, private access roads, utilities, fencing, and two helipads at the National Forests of North Carolina Croatan District in New Bern, North Carolina. The work includes site preparation, construction, and related infrastructure. A site visit is scheduled for July 23, 2024 at 9 AM, and all questions are due by email on July 25, 2024 by 1 PM. The solicitation is being issued by the Department of Agriculture Forest Service, a civilian federal agency.

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Other files for this federal contract opportunity

Other files attached to Croatan Ranger Construction, newest first.
File	Type	Posted
Amendment 02 12445224R0029.pdf	PDF	Aug 10, 2024
Attachment 11 Revised Technical Eval Factors.pdf	PDF	Aug 10, 2024
Attachment 08 RFIs Croatan Ranger District.docx	DOCX document	Aug 6, 2024
Amendment 01 12445224R0029.pdf	PDF	Aug 6, 2024
Attachment 09 Croatan Special Inspections (Filled Out).pdf	PDF	Aug 6, 2024
Revised Attachment 05 Croatan Ranger Dist S and S.pdf	PDF	Jul 18, 2024
Revised RFP 12445224R0029 Croatan Ranger District.pdf	PDF	Jul 11, 2024
RFP 12445224R0029 Croatan Ranger District.pdf	PDF	Jul 9, 2024
Attachment 02 Croatan Ranger Station - Final Specifications.pdf	PDF	Jul 9, 2024
Attachment 01 SOI NFNC Croatan Office.xlsx	XLSX spreadsheet	Jul 9, 2024
Attachment 03 Croatan Ranger District Geotechnical.pdf	PDF	Jul 9, 2024
Attachment 07 WD Bldg NC20240018 Craven County.pdf	PDF	Jul 9, 2024
Attachment 00 SOW-CRDO.docx	DOCX document	Jul 9, 2024
Attachment 04 Croatan Ranger District Geotechnical Addendum.pdf	PDF	Jul 9, 2024
Attachment 05 Croatan Ranger District S and S.pdf	PDF	Jul 9, 2024
Attachment 06 Part 2 Croatan Final.pdf	PDF	Jul 9, 2024
Attachment 06 Part 3 Croatan Final.pdf	PDF	Jul 9, 2024

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PROJECT LOCATION PROJECT DESCRIPTION

THIS PROPOSED STIE IS LOCATED ON THE NORTHEAST CORNER OF THE

INTERSECTION US HIGHWAY 70 AND EAST FISHER AVENUE IN CRAVEN COUNTY,

NC. THE NEW OFFICE FOR THE CROATAN NATIONAL FOREST ON NATIONAL

FOREST SYSTEM IS BOUND ON THE NORTH BY THE FISHER LANDING RECREATION

SITE.

THE DESIGN OF THE CROATAN RANGER STATION IS INSPIRED BY SOME OF THE

RESIDENTIAL BUILDING S OF THE COMPONENTS OF THIS COASTAL WOODLANDS

AESTHETIC INCLUDED LONG OPEN PORCHES, EXPOSED RAFTER TAILS, SIMPLE

DETAILS, AND A LIGHT COLOR PALLETTE.

THE BUILDING IS INTENDED TO BE A WOOD FRAME BUILDING WITH A SLAB ON

GRADE. THE BUILDING ALSO USES METAL ROOFING AS A NOD TO THE

TRADITIONS OF THE COASTAL REGION. IN ORDER TO SATISFY THE WOODLANDS

AESTHETIC EFFORTS SHOULD BE MADE TO ENSURE THAT FOREST-PROTECTING

RESOURCES ARE USED AND THE BUILDING ITSELF SERVES AS INSPIRATION FOR

EMPLOYEES AND VISITORS ALIKE.

PROJECT ADDRESS:

241 E. FISHER AVE.

NEW BERN, NC 28560

- INTERNATIONAL BUILDING CODE (IBC) 2021

- INTERNATIONAL FIRE CODE (IFC) 2021

- INTERNATIONAL PLUMBING CODE (IPC) 2021

- INTERNATIONAL MECHANICAL CODE (IMC) 2021

- INTERNATIONAL FUEL GAS CODE (IFGC) 2021

- NATIONAL ELECTRICAL CODE (NEC) 2020

- INTERNATIONAL ENERGY CONSERVATION CODE

(IECC) 2021

- 2021 NFPA 101, LIFE SAFETY CODE

- AMERICANS WITH DISABILITIES ACT

- NATIONAL FIRE PROTECTION ASSOCIATION 45, 30, &

APPLICABLE CODES PROJECT DATA

OCCUPANCY CLASSIFICATION: B - BUSINESS OCCUPANCY

CONSTRUCTION TYPE: TYPE VB - PRIMARY

AREA: PROVIDED AREA - 6,400 SF

HEIGHT: PROPOSED HEIGHT - 26' - 6"

STORIES: PROPOSED STORIES - 1 STORY

OCCUPANT LOAD: 43 OCCUPANTS

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

6/ 5/

P M

C :\U se rs

\d le x\ D oc um en ts

\R ev it

C ro at an

R an ge r

S ta tio n

C E

N T

R A

L_ dl ex T

R 3W

Z .r vt

CS0.0

23060

01/30/2024

COVER SHEET

Croatan Ranger Station

USDA Forest Service

241 E. FISHER AVE.

NEW BERN, NC 28560

01/30/24

100% CONSTRUCTION DOCUMENTS

01/30/2024

CROATAN RANGER DISTRICT OFFICE

SOUTHERN REGION CROATAN NATIONAL FOREST

CRAVEN COUNTY, NORTH CAROLINA

DESIGN DEVELOPMENT 10/26/23

OWNER ARCHITECT STRUCTURAL ENGINEER MEP

TSW,INC

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA, 30309

404.873.6730

US FOREST SERVICE

241 EAST FISHER AVE,

NEW BERN, NC 28560

470.727.8160

DAVIS & CHURCH

7905 WESTSIDE PARKWAY, SUITE 200

ALPHARETTA, GA 30009

770.642.1213

COVALENT ENGINEERING

5256 PEACHTREE STREET ROAD,

SUITE 160

CHAMBLEE, GA 30341

404.668.7202

LANDSCAPE ARCHITECTURE

TSW,INC

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA, 30309

404.873.6730

CIVIL

EBERLY & ASSOCIATES

3951 FLOWERS ROAD SOUTH, SUITE 119

ATLANTA, GA 30341

678.287.4732

LOW VOLTAGE

J&A ENGINEERING

4994 LOWER ROSWELL ROAD, SUITE 1

MARIETTA, GA 30068

770.817.4220

HELIPAD DESIGN

FEC HELIPORTS

5228 RIVER ROAD

CINCINNATI, OH 45233

513.864.8014

USDA FOREST SERVICE CROATAN RANGER STATION

75% CONSTRUCTION

DOCUMENT

12/14/23

100% CONSTRUCTION

DOCUMENT

01/30/24

SITE

H W

FIS

HER

RECOMMENDED BY:

(CROATAN DISTRICT RANGER)

RECOMMENDED BY:

(NF'S IN NC FACILITIES PROGRAM MANAGER)

RECOMMENDED BY:

(NF'S IN NC PUBLIC SERVICE STAFF OFFICER)

RECOMMENDED BY:

(SOUTHERN REGION ARCHITECT)

RECOMMENDED BY:

(SOUTHERN REGION FACILITIES PROGRAM MANAGER)

APPROVED BY:

(SOUTHERN REGION ENGINEER)

APPROVED BY:

(FOREST SUPERVISOR)

RONDALL HUDSON

Digitally signed by RONDALL

HUDSON

Date: 2024.06.11 15:38:23 -04'00'

CALEB DAVIS Digitally signed by CALEB DAVIS Date: 2024.06.06 11:11:47 -04'00'

JAMES JONES Digitally signed by JAMES JONES Date: 2024.06.11 15:56:55 -04'00'

CHRISTINE SHOPE Digitally signed by CHRISTINE SHOPE Date: 2024.06.12 08:46:34 -05'00'

DAVID CULP

Digitally signed by DAVID CULP

DN: CN=DAVID CULP +

OID.0.9.2342.19200300.100.1.1=12001000531923, OU=Department of Agriculture, O=U.S. Government, C=US Date: 2024.06.12 07:17:05-04'00'

MARK MENG Digitally signed by MARK MENG Date: 2024.06.12 09:52:28 -04'00'

JAMES MELONAS Digitally signed by JAMES MELONAS Date: 2024.06.14 10:59:06 -04'00'

SYMBOL LEGEND

A101

SIM

NOTE NOTE/ DESCRIPTION

WINDOW TYPE

DOOR TYPE

EXTERIOR ELEVATION

BUILDING OR WALL

SECTION

ELEVATION MARK

A1.0

DETAIL

DRAWING NUMBER /

TITLE & SCALE

REVISION

A1.0

TITLE

SCALE

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08 Southern Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

6/ 5/

P M

C :\U se rs

\d le x\ D oc um en ts

\R ev it

C ro at an

R an ge r

S ta tio n

C E

N T

R A

L_ dl ex T

R 3W

Z .r vt

CS0.1

23060

01/30/2024

DRAWING INDEX &

SYMBOLS

Croatan Ranger Station

USDA Forest Service

241 E. FISHER AVE.

NEW BERN, NC 28560

01/30/24

100% CONSTRUCTION DOCUMENTS

ARCHITECTURE

# SHEET TITLE

A0.1 ABA CODE ACCESSIBILITY NOTES & SPECIFICATIONS

A0.2 ABA CODE ACCESSIBILITY NOTES & SPECIFICATIONS

A0.3 PROJECT DESCRIPTION & CODE SUMMARY

A1.0 DIMENSIONAL SLAB PLAN

A1.1 FIRST LEVEL FLOOR PLAN

A1.2 MECH. PLATFORM PLAN

A1.3 REFLECTED CEILING PLAN

A1.4 LIGHTING FIXTURE LEGEND

A1.5 ROOF PLAN

A2.0 BUILDING ELEVATIONS

A3.0 BUILDING SECTIONS

A3.1 BUILDING SECTIONS

A3.2 BUILDING SECTIONS

A3.3 BUILDING WALL SECTION

A3.4 BUILDING WALL SECTION

A3.5 TYP. DETAILS

A3.6 TYP. DETAILS

A3.7 TYP. DETAILS

A4.0 ENLARGED INTERIOR DETAILS

A4.1 ENLARGED INTERIOR DETAILS

A4.2 ENLARGED INTERIOR DETAILS

A4.3 ENLARGED INTERIOR DETAILS

A4.4 ENLARGED INTERIOR DETAILS

A4.5 ENLARGED INTERIOR DETAILS

A4.6 ENLARGED INTERIOR DETAILS

A4.7 ENLARGED INTERIOR DETAILS

A4.8 ENLARGED INTERIOR DETAILS

A4.9 ENLARGED INTERIOR DETAILS

A4.10 ENLARGED INTERIOR DETAILS

A6.0 DOOR SCHEDULE, DETAILS

A6.1 WINDOW SCHEDULE & DETAILS

A6.2 WALL SCHEDULE

A7.0 FINISH SCHEDULE

LANDSCAPE ARCHITECTURE

# SHEET TITLE

DESIGN DEVELOPMENT 10/26/23

CIVIL

# SHEET TITLE

STRUCTURAL

# SHEET TITLE

MEP

# SHEET TITLE

L-0.10

L-1.00

L-2.00

L-2.01

L-2.02

L-2.03

L-5.00

L-5.10

L-5.11

L-5.20

L-5.30

L-5.40

LP-1.01

GENERAL NOTES

DEMOLITION PLAN

OVERALL SITE PLAN

LAYOUT PLAN

HARDSCAPE SCHEDULE

HARDSCAPE DETAILS

LANDSCAPE PLAN

LP-1.02 LANDSCAPE PLAN

LP-1.03 LANDSCAPE PLAN

LP-2.00 LANDSCAPE DETAILS

C1.0

C2.0

COVER SHEET & GENERAL NOTES

DEMOLITION PLAN

C3.0

C3.1

OVERALL LAYOUT & STAKING PLAN

ENLARGED LAYOUT & STAKING PLAN

C4.0

C5.0

GRADING & DRAINAGE PLAN

UTILITY PLAN

M0.1

M1.1

MECHANICAL LEGEND, NOTES, AND SCHEDULES

MECHANICAL PLAN

M1.2

E0.1

MECHANICAL MEZZANINE PLAN

ELECTRICAL LEGEND, NOTES, SCHEDULES AND DETAILS

E0.2

E1.1

ELECTRICAL SCHEDULES

ELECTRICAL POWER PLAN

E1.2

E1.3

ELECTRICAL MECHANICAL PLATFORM - POWER & LIGHTING

ELECTRICAL LIGHTING PLAN

P1.1

P1.2

PLUMBING PLAN-WASTE

PLUMBING PLAN-SUPPLY

LOW VOLTAGE/AV

# SHEET TITLE

AV-000 COVER PAGE

LEVEL 1 - FLOOR PLAN

LARGE SCALES

ONE-LINE DIAGRAMS

DETAILS

DISPLAY SCHEDULE

AV-201

AV-301

AV-302

AV-401

AV-402

AV-403

AV-501

AV-601

LV-000 COVER PAGE & LEGENDS

SITE PLAN

LEVEL 1 - FLOOR PLAN

LARGE SCALES

ONE-LINE DIAGRAMS

DETAILS

LV-101

LV-201

LV-301

LV-401

LV-402

LV-501

LV-502

LV-503

DETAILS

LV-504

LV-505

HELIPAD DESIGN

# SHEET TITLE

S0.1

S0.2

GENERAL NOTES

S0.3

S0.4

GENERAL NOTES

S0.5

S1.1

GENERAL NOTES

FOUNDATION PLAN

S2.1

S3.0

MEZZANINE FRAMING PLAN

ROOF TRUSS BEARING WALL ANCHORAGE DETAILS

S3.1

S4.0A

ROOF FRAMING PLAN

SHEAR WALL ANCHORAGE DETAILS & SECTIONS

S6.0

S6.1

FOUNDATION SECTIONS & DETAILS

S8.1 ROOF FRAMING SECTIONS & DETAILS

S8.2

S8.3

ROOF FRAMING SECTIONS & DETAILS

HELISTOP ELECTRICAL ARRANGEMENT

HELISTOP ELECTRICAL ARRANGEMENT AT THE HELISTOPS

HELISTOP ELECTRICAL SINGLE LINE DIAGRAM

HELISTOP PAINT ARRANGEMENT

HELISTOP PAINT DETAIL

E-1

E-2

E-3

PA-1

PA-2

HELISTOP GENERAL ARRANGEMENTH-2

HELISTOP FLIGHT PATH ARRANGEMENTH-1

M0.2 MECHANICAL DETAILS

E1.0 ELECTRICAL SITE PLAN

P0.1 PLUMBING LEGEND, NOTE AND RISER DIAGRAM

P0.2 PLUMBING DETAILS, & SCHEDULES

COVER SHEET

# SHEET TITLE

CS0.0

CS0.1

COVERSHEET

DRAWING INDEX & SYMBOLS

HARDSCAPE DETAILS

S2.1X BRACING PLAN

S4.0B SHEAR WALL ANCHORAGE DETAILS & SECTIONS

S4.0C SHEAR WALL ANCHORAGE DETAILS & SECTIONS

S4.0D WOOD BEAM, HEADER & STUD WALL SCHEDULES

HELISTOP STRUCTURAL ARRANGEMENTS-1

HELISTOP CONCRETE DETAILSS-2

HELISTOP ELECTRICAL DETAILS

E-4

75% CONSTRUCTION

DOCUMENT

12/14/23

100% CONSTRUCTION

DOCUMENT

01/30/24

LP-1.10 OVERALL PLANT SCHEDULE

C6.0 UTILITY PROFILES

C7.0 CONSTRUCTION DETAILS

C7.1 CONSTRUCTION DETAILS

C7.2 CONSTRUCTION DETAILS

EC1.0 ES & PC NOTES

EC2.0 INITIAL ES & PC PLAN

EC3.0 INTERMEDIATE ES & PC PLAN

EC4.0 FINAL ES & PC PLAN

EC5.0 ES & PC DETAILS

S8.4 ROOF FRAMING SECTIONS & DETAILS

S8.5 ROOF FRAMING SECTIONS & DETAILS

S8.6 ROOF FRAMING SECTIONS & DETAILS

S8.7 ROOF FRAMING SECTIONS & DETAILS

S8.8 ROOF FRAMING SECTIONS & DETAILS

S9.1 TYPICAL CMU WALL SECTIONS & DETAILS

M1.3 MECHANICAL MEZZANINE PLAN PIPING

DETAILSAV-502

C4.1 ROOF DRAINAGE PLAN

EC1.1 ES & PC NOTES

--- SURVEY

F.E.M.A. MAP - N.T.S.

PROPERTY BOUNDARY

AREA OF WORK

1. THE DISTURBED ACREAGE OF THE SITE IS 21 ACRES.

2. NOTIFY INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND WAYS, MEANS AND METHODS OF

CONSTRUCTION.

4. PROVIDE AND MAINTAIN OFF-STREET PARKING THROUGHOUT CONSTRUCTION IN AREAS

DESIGNATED BY THE OWNER.

5. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC

CONTROL METHODS AS MAY BE NECESSARY WITHIN THE RIGHT-OF-WAY FOR THE

PROTECTION AND THE SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT

CONSTRUCTION.

6. COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND OBTAIN ALL

NECESSARY LICENSES AND PERMITS.

7. PERFORM ALL WORK IN CITY, COUNTY, STATE, AND FEDERAL RIGHTS-OF-WAY IN STRICT

CONFORMANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE

GOVERNING AGENCIES.

8. CONFINE OFF-SITE ACTIVITIES TO EXISTING RIGHTS OF WAY AND EASEMENTS.

9. PERFORM ALL WORK IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE

SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE

PRACTICES.

10. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT.

READY TO USE. FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE AND

WORKABLE JOB.

11. DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT OF THE OWNER OR

HIS REPRESENTATIVE MAY CAUSE THE WORK TO BE UNACCEPTABLE.

12. THE TOPOGRAPHIC INFORMATION ON THESE PLANS IS TAKEN FROM FIELD SURVEYS

PREPARED BY GPI GEOSPATIAL DATED 04/02/2024.

13. THE BOUNDARY INFORMATION ON THESE PLANS IS TAKEN FROM FIELD SURVEYS PREPARED

BY GPI GEOSPATIAL DATED 04/02/2024..

14. PROJECT BENCHMARK: REBAR PIN NEXT TO OAK TREE, EL. 29.45'. PLEASE REFER TO THE

SIGNED AND SEALED SURVEY.

15. VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS OF EXISTING UTILITIES, AND ALL OTHER

SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.

16. VERIFY BUILDING DIMENSIONS FROM ARCHITECTURAL DRAWINGS FOR FIELD STAKING.

17. CHECK ALL BUILDING DIMENSIONS AND COORDINATE WITH THE ARCHITECTURAL PLANS.

18. FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND THE WORK AND

PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

19. PROVIDE SIGNING AND STRIPING ACCORDING TO LOCAL JURISDICTION SPECIFICATIONS.

20. PAINT PAVEMENT MARKING, INCLUDING STANDARD HANDICAP SYMBOLS, PARKING STRIPING

AND TRAFFIC ARROWS, ON PAVEMENT AT LOCATIONS SHOWN. SEE PAVEMENT MARKING

DETAIL.

21. PROVIDE BOLLARDS AT LOCATIONS SHOWN, AND AROUND TRANSFORMERS, GAS METERS,

AND OTHER UTILITIES IN VULNERABLE TRUCK AREAS.

22. CALL UTILITIES PROTECTION CENTER 811.

23. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE

MAY BE OTHER UTILITIES THAN THOSE SHOWN ON THESE PLANS. THE ENGINEER ASSUMES

NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF THE WORK. REPAIR ALL DAMAGES MADE TO EXISTING UTILITIES AT NO

COST TO THE OWNER.

24. FIELD VERIFY LOCATION AND INVERTS OF EXISTING SANITARY SEWER FOR CONNECTION TO

EXISTING SEWER SYSTEM.

25. COORDINATE WITH BUILDING PLUMBING PLANS TO ASSURE ACCURACY OF UTILITY

CONNECTIONS AND COMPLIANCE WITH LOCAL CODES.

26. CONNECT TO EXISTING UTILITIES AND INSTALL UTILITIES IN COMPLIANCE WITH

REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES.

27. INSTALL GATE VALVES IN HEAVY DUTY ROADWAY VALVE BOXES FOR ALL WATER VALVES.

28. INSTALL HYDRANTS AND MAINS UNDER PRESSURE BEFORE ANY COMBUSTIBLE

CONSTRUCTION IS STARTED.

29. AT COMPLETION OF SEWER AND WATER CONSTRUCTION, SET ALL MANHOLES, VALVE

BOXES, METERS AND APPURTENANCES FOR PROPER FINISH GRADE. NOTICEABLY STAKE

AND FLAG. SITE UTILITY SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

THE ABOVE ITEMS UNTIL SYSTEM IS ACCEPTED BY OWNER.

30. ALL CONTRACTOR SHALL FOLLOW ALL MINIMUM RECOMMENDATIONS AND SPECIFICATIONS

FOR SITE PREPARATION AND GRADING CONTAINED IN THE REPORT OF GEOTECHNICAL

INVESTIGATION PREPARED BY ECS SOUTHEAST, LLP DATED 02/23/2022 AND THE ADDENDUM

PREPARED BY ECS SOUTHEAST, LLP DATED 09/14/2022.

31. CUT AND FILL SLOPES 2:1 OR FLATTER (SEE PLANS).

32. UNLESS INDICATED OTHERWISE ON THE PLANS, REMOVE AND DISPOSE OF ALL EXISTING

IMPROVEMENTS, TREES AND OTHER DEBRIS, WITHIN THE LIMITS OF THE WORK, FROM THE

SITE AND DISPOSE OF IN AN APPROVED LANDFILL. DO NOT BURY ANY WASTE MATERIAL ON

SITE.

33. REFER TO TREE PROTECTION PLANS FOR TREE CLEARING LIMITS.

34. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO CONSTRUCTION

ACTIVITIES.

35. STRIP AND STOCKPILE TOPSOIL. SPREAD 4" OF TOPSOIL ON LANDSCAPE AREAS AND

REMOVE EXCESS TOPSOIL FROM SITE. PREPARE SUB GRADE FOR PAVEMENT AND CURBS

AND BACK FILL CURBS AFTER CURB CONSTRUCTION.

36. PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE CONTRACTOR FOR INSTALLATION IN ALL

LANDSCAPE ISLANDS.

37. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE

PAVEMENT SHOULDERS AND DETENTION AREAS.

38. GRASS AND RIP RAP ALL OPEN DRAINAGE SWALES AS NECESSARY TO CONTROL EROSION.

39. INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES PRIOR TO CLEARING GRADING

AND DEMOLITION WORK. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES

UNTIL ACCEPTANCE OF THE SITE BY THE OWNER.

SITE DEVELOPMENT PLANS FOR

CROATAN NATIONAL FOREST RANGER STATION

241 EAST FISHER AVENUE, NEW BERN, NORTH CAROLINA 28560

THIS PROJECT INVOLVES THE RELOCATION OF AN EXISTING USDA FOREST SERVICE PARK RANGER STATION DUE TO A PROPOSED NCDOT INTERCHANGE IN THE EXISTING STATION AREA. ADDITIONAL CONSTRUCTION CONSISTS OF THE REMOVAL AND REDESIGN OF TWO HELIPADS AT THE EXISTING

PARK WORK CENTER. ALL WORK WITHIN THE RIGHT-OF-WAY WILL BE PERMITTED UNDER A SEPARATE NCDOT PERMIT AS A SEPARATE PROJECT BY OTHERS. CONSTRUCTION WILL INVOLVED CLEARING &

DEMOLITION OF EXISTING STRUCTURES AND UTILITIES, GRADING, AND UNDERGROUND UTILITY INSTALLATION AND RELOCATION. BOTH EMPLOYEE AND VISITOR PARKING AS WELL AS PARKING FOR

OVERSIZED VEHICLES WILL BE PROVIDED WITH THE NEW RANGER STATION.

PROJECT DESCRIPTION

SHEET INDEX

GENERAL NOTES

SITE DATA

ZONING USE: FEDERAL

TOTAL AREA: 267.23 ACRES

DISTURBED AREA: 21 ACRES

CRAVEN COUNTY, NC

DISTRICT 07

PARCEL ID(S): 7-054-041; 43036

BUILDING DATA

BUILDING AREA: 6,600 S.F.

NUMBER OF STORIES: 1

PARKING DATA

EMPLOYEE PARKING: 28 TOTAL SPACES

INCLUDES 2 ADA SPACES (1 REG. & 1 VAN)

VISITOR PARKING: 12 TOTAL SPACES

INCLUDES 2 ADA SPACES (1 REG. & 1 VAN)

INCLUDES 3 OVERSIZED RV SPACES

UTILITY PROVIDERS

WATER: CRAVEN COUNTY

SEWER: CITY OF NEW BERN

ELECTRIC: CITY OF NEW BERN

241 EAST FISHER AVENUE, NEW BERN, NORTH

CAROLINA 28560

34.991822° N, 76.977474° W

LOCATION MAP - N.T.S.

PROJECT PROPERTY LINE

APPROX. CONSTRUCTION AREA

CITY OF NEW

BERN LIMITS

NEUSE RIVER

US HW

Y 70

US HW

Y 70

E. FISHER AVE

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

A PORTION OF THIS PROPERTY LIES IN THE FLOOD HAZARD ZONE AE AS

PER THE CRAVEN COUNTY F.I.R.M. NO. 372064400K & 372064600K BOTH

DATED 06 / 19 / 2020, HOWEVER, NO PORTION OF THE PROPOSED WORK

BEING DONE ON THIS PROPERTY TAKES PLACE WITHIN A FLOOD HAZARD

ZONE, AND NO FLOOD HAZARD ZONE WILL BE DISTURBED BY

CONSTRUCTION ON THE SITE.

COVER SHEET & GENERAL NOTES

SITE SURVEY

DEMOLITION PLAN

LAYOUT & STAKING PLAN

GRADING & DRAINAGE PLAN

ROOF DRAIN PLAN

UTILITY PLAN

UTILITY PROFILES

CONSTRUCTION DETAILS

ES&PC NOTES

INITIAL ES&PC PLAN

INTERMEDIATE ES&PC PLAN

FINAL ES&PC PLAN

ES&PC DETAILS

SHEET NUMBER SHEET NAME

C1.0

C2.0

C3.0 - C3.1

C4.0

C4.1

C5.0

C6.0

C7.0 - C7.2

EC1.0 - EC1.1

EC2.0

EC3.0

EC4.0

EC5.0

LEGEND

JBJB

PROPOSED NCDOT ASPHALT

PAVING

PROPOSED L.D. ASPHALT

PAVING

PROPOSED CONCRETE PAVING

PROPOSED CONCRETE

SIDEWALK

PROPOSED BUILDING

EXISTING CURB & GUTTER

PROPOSED CURB & GUTTER

PROPOSED STRIPING

PARKING COUNT

EXISTING CONTOURS

PROPOSED CONTOURS

DRAINAGE FLOW DIRECTION

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER

EXISTING FORCEMAIN

PROPOSED FORCEMAIN

EXISTING WATER / FIRE LINE

PROPOSED WATER / FIRE LINE

WATER METERS / BFPS

WATER VALVE / FIRE HYDRANT /

TEE / PIV / FDC

LIMITS OF DISTURBANCE

SPOT ELEVATIONS

PROPOSED RETAINING WALL

EXISTING STORM SEWER

PROPOSED STORM SEWER

STORM STRUCTURES

01.1BW: 101.1

STST

EXISTING PROPOSED

8" PVCSSMH SSCO

FM FM

FMFM

FLFL

W WFL FL

LOD

W W

VAN

H Y D

W W

M W

W W

METER BFP

VALVE PIV TEE FH

PROPOSED H.D. ASPHALT

PAVING

FDC

HW, SWCB, OCS

JB, V-HDI, V-DI, PI

G-HDI, G-DI, FES

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811 C1.0

COVER SHEET &

GENERAL NOTES

0 30 60 120

Vicinity Map - Not to Scale

Point Legend:

-Monumentation-

EIP Existing Iron Pin

IPS Iron Pin Set (#5 Rebar)

CM Concrete Monument

PT Calculated Point

-Utilities-

UP Utility Pole

PP Power Pole

GUY Guy Wire

WM Water Meter

WV Water Valve

PM Power Meter

GM Gas Meter

SSMH Sanitary Sewer Manhole

CO Clean Out

STMH Storm Water Manhole

CB Catch Basin

DI Drop Inlet

EMH Electric Manhole

TMH Communications Manhole

WMH Water Manhole

-Miscellaneous-

Sign

Post

Flag Pole

N/F Now or Formerly

CGF Combined Grid Factor

BOC Back of Curb

EOP Edge of Pavement

Graphic

Scale

Text Scale: 1"=60'

Project Number: 2200735.01

Date: 04/22/2024

Drawn By: DE

Reviewed By: JCG

Sheet 1 of 1

Sealed By: JCG

Plot Date: 04/02/2024

No. Date

Revision

Topographic Survey of

USDA Forest Service

Croatan National Forest, Croatan Ranger District

Project: 141 E Fisher AVE

City of New Bern

Craven County

North Carolina prepared for:

USDA

Line Legend:

Fence Line

Gas Line

Water Line

Underground Telephone

Underground Electric

Underground Communication

Underground Fiber Optic

Underground Cable TV

Overhead Electric

Right-of-Way

GPI Geospatial, Inc.

1000 West Morehead St.

Suite G140 Charlotte, NC 28208

License No.: F-1388 www.gpinet.com

SITE

v v

X X XXX

POOL

72" CHL

1SF

POOL

HOUSE

1SFD

72" WD

CONC

16' CONC

CONC

BST

16' BST

30" C&G

72" MTL

CONC

' G

15" RCP

BLK PVC

1SFD

" C

HTR ABAND

18"

CMP

22'

BST

30" CMP

72" CHLLT

5' BST

CONC

GATE

SRUINS

10' SOIL

15" RCP

FES

CONC

RIP

RAP

18" CMP

INV.=24.11'INV.=23.64'

X X

72" MTL

C C

FOC

FOC FOC

FOC

FOC FOC

FOC

FOC FOC

FOC

8" W

ATER MAIN

4" PLASTIC

4" PVC

6" UNKNOWN

FOC

SCV

EOI

EOR

EOI

EOR

SCV

EXISTING R/W

60.00'30.00'

15" HDPE W/FES

18" R

FES

INV.=25.23'

INV.=24.90'

DB 1129 PG 126

MB 3 PG 121

SHADIE RAY WHITEHEAD, ET UX

JAMES L.

BARNES

DB 596

PG 280

CLINTON W.

BARNES,

ET UX

EIP

S 45°33'58" W

52.21'

EIP

S 30°39'26" E

35.47'

S 28°13'55" E

2.87'

DB 1121

PG 403

10' X 70' SD

1.47' R/W TO EIP

0.75' EIP TO R/W

S 30°50'54" E

134.02'

S 30°38'45" E

183.61'

S 30°50'54" E

10.25'

S 30°40'44" E

12.85'

15' DUE

S 30°13'55" E

66.49'

S 30°13'55" E

68.21'

10' DUE

15' DUE

10' DUE

15' DUE

EIP

0.05' EIP TO R/W

N 59°08'03" E 119.89'

EIP

N 59°07'26" E

119.13'

N 59°25'35" E 118.36'

0.05' EIP TO R/W

S 59°10'16" W 119.51'

0.07' R/W TO EIP

S 59°10'16" W 119.51'

50.00'

EXISTING R/W

S 30°38'45" E

186.13'

3.95' R/W TO EIP

BM23

FOC

G v X v v

BM423: ELEV. = 29.45

N 458055; E 2605594

BY8 STATION 11+53.00 16 RIGHT

BM23 RR SPIKE IN BASE OF 15" O

W X

W W

S S

EX SSCO

LOD

LODLOD

LOD

LODLOD

LOD

D LOD

LOD

LOD LO

LOD

LOD LOD LOD LOD

LOD

D LOD

LOD

LODLOD

LOD

D LOD LOD LOD LOD LOD LOD LOD LOD

OIL & PAINT

SHED

WASH RACK

IST

ING W

ORK C

FUEL ISLAND

141 E FISHER AVENUE

NEW BERN, NC 28560

USA- FOREST SERVICE

DB 0336 PG 0016

PARCEL ID: 7-054-041

PARCEL REF. # 43036

SITE AREA: 267.23 ACRES

LIFT STATION

SEPTIC TANK

1 12 " PVC DOMESTIC

2" P

DOMES

TIC

2" PVC

C D

TIC

34 " PVC

WER

LIN

4" PVC

EXISTING FIRE

HYDRANT

SR 2015 LYNDEN

LN. 25' PAVED

ROADWAY

SR 1104 E FISHER AVE

20' PAVED ROADWAY

LIMITS OF DISTURBANCE

PORTION OF

EXISTING DITCH TO

BE FILLED IN AND

REROUTED PER

GRADING PLANS

UNDERGROUND FIBER LINES TO REMAIN

FORCE MAIN LINES TO REMAIN

PORTION OF EXISTING EOP TO BE SAWCUT

FOR DRIVEWAY INSTALLATION

EXISTING SSCO TO REMAIN.

ADJUST TO GRADE

EXISTING DITCH SYSTEM

EXISTING EOP

EXISTING

DITCH TO

REMAIN

EXISTING

DITCH TO

REMAIN

EXISTING

DITCH TO

REMAIN

EXISTING

DITCH TO

REMAIN

PORTION OF EXISTING

DITCH TO BE FILLED IN

AND PIPED PER

GRADING PLANS

PORTION OF EXISTING

DITCH TO BE FILLED IN

AND PIPED PER

GRADING PLANS

TREES TO BE REMOVED AS NEEDED FOR TRAIL INSTALLATION

EXISTING

HELIPADS TO

BE REMOVED

GRAVEL AREAS TO BE REMOVED

FOR PAVING & UTILITY

INSTALLATION. REPAIR EXISTING

GRAVEL AREAS AS NEEDED

EXISTING WATER LINE TO REMAIN

WATER LINES TO REMAIN

CLEARING LIMITS

CLEARING LIMITS. SEE NOTE.

LIMITS OF DISTURBANCE

LOD

LOD LOD

LOD

CAP EXISTING 2" PVC

AND ABANDON IN PLACE

EXISTING 6"

GRAVITY SEWER

LINE

LIMITS OF DISTURBANCE

5 L.F. PORTION OF GRAVITY

SEWER TO BE REMOVED.

SEPTIC TANK & ASSOCIATED PUMP

& FORCE MAIN TO BE REMOVED

SAWCUT AND REMOVE PAVING AS

NEEDED FOR FORCEMAIN

INSTALLATION

CAP EXISTING 3" PVC

AND ABANDON IN PLACE

DEMOLITION OF EXISTING

RANGER STATION & ASSOCIATED

INFRASTRUCTURE TO BE

COMPLETED UNDER THE NCDOT

INTERCHANGE PLANS / PERMIT.

CAP 2" & 3" LINES AFTER NEW DOMESTIC LINE

SERVING BUILDING IS INSTALLED& REPLACE

CROSS WITH 2" X 3/4" REDUCER.

AREA WITHIN LOD & OUTSIDE OF

PROPOSED PAVING TO BE FULLY

GRUBBED, SEEDED, AND MULCH.

SEE LANDSCAPING PLANS

EX. ASPHALT

. C

ONCRET

EX. ASPHALT

EX. GRAVEL

EXISTING

DITCH TO

REMAIN

EXISTING FENCING TO REMAIN.

REPAIR AS NEEDED AND MODIFY

PER LAYOUT PLANS.

EXISTING FENCING TO REMAIN.

REPAIR AS NEEDED AND MODIFY

PER LAYOUT PLANS.

EXISTING GATE TO BE REMOVED.

REPLACE WITH FENCING PER C3.1

EXISTING FENCING TO REMAIN.

REPAIR AS NEEDED AND MODIFY

PER LAYOUT PLANS.

FIELD LOCATE ALL EXISTING

UTILITIES HORIZONTALLY &

VERTICALLY PRIOR TO

CONSTRUCTION

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

DEMOLITION NOTES

1. DEMOLITION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

UNDERRGOUND UTILITIES, PAVING, LANDSCAPING, STRUCTURES, WITHIN

LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.

2. COORDINATE WITH REMAINDER OF CONSTRUCTION DOCUMENTS PRIOR TO

START OF CONSTRUCTION

3. EBERLY & ASSOCIATES DOES NOT MAKE ANY REPRESENTATION, WARRANTY,

ASSURANCE OR GUARANTEE THAT THE EXISTING UTILITY INFORMATION

SHOWN IS CORRECT, ACCURATE OR COMPLETE. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE FIELD

LOCATION AND PROTECTION OF ALL OVERHEAD AND SUBSURFACE LINES

AND FACILITIES WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE

EXCAVATION, DEMOLITION OR UTILITY WORK.

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-50 50 100 20025

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

C2.0

DEMOLITION PLAN

X X

POOL

72" CHL

20' BST

30' C&G

16' CONC

CONC

72" WD

GATE

SR 1104 E FISHER AVE 20' PAVED ROADWAY

CONC

16' CONC

CONC

BST

16' BST

30" C&G

72" MTL

CONC

' G

BLK PVC

" C

10' BST

22'

BST

72" CHL

' G

10' BST

CONC RAM

STEP

PUMP

CONC

10' GR

US HW

Y 70 EBL 24' PAVED ROADW

CONC

10' GR

60" CHL

CONC

72" CHL&3SBW

GATE

SR 1156 18' PAVED ROADW

10' BST

CONC

10' BST

4' PAVED SHOULDER

US HW

Y 70 W

BL 24' PAVED ROADW

CONC

GATE

10' SOIL

CONC

RIP

RAP

X X

72" MTL

BL-118

BL-117

BL-116

BY8-261

409 ELEVATION = 26.61

N 458763 E 2603948

BL STATION 169+98.00 58 LEFT

BM9 RR SPIKE IN BASE OF 22" PINE

SIG

NORTH CAROLINA RAILROAD

LOD

LOD LO

LOD

LOD LOD LOD

LOD

LODLOD

LOD

LOD LOD LOD LOD

VAN

STOP

CLEARING LIMITS

CLEARING LIMITS. SEE NOTE.

LOD

EX. ASPHALT

. C

ONCRET

EX. ASPHALT

EX. GRAVEL

FATO:109.08'

SAFETY AREA145.33'

FATO:109.08'

SAFETY AREA145.33'

LOCATION MAP - N.T.S.

PROJECT PROPERTY LINE

APPROX. CONSTRUCTION AREA

CITY OF NEW

BERN LIMITS

NEUSE RIVER

US HW

Y 70

US HW

Y 70

E. FISHER AVE

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-100 100 200 40050

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

C3.0

OVERALL LAYOUT

AND

STAKING PLAN

US HIGHWAY 70

PROPOSED INTERCHANGE AND WORK WITHIN

RIGHT-OF-WAY SHOWN FOR REFERENCE ONLY.

SEE NCDOT INTERCHANGE PLANS FOR DESIGN

INFORMATION.

SR 1104 FISHER AVENUE SR 2015 LYNDEN LANE

PROPOSED RANGER STATION

SEE FOLLOWING SHEET FOR DETAILED SITE PLAN

PROPOSED HELIPADS, SEE

AVIATION PLANS FOR

DESIGN INFORMATION

IST

ING

WORK CEN

EXISTING RANGER STATION. DEMOLITION OF EXISTING

RANGER STATION & ASSOCIATED UTILITIES TO BE

COMPLETED UNDER THE NCDOT INTERCHANGE PLANS

PROPOSED CLEARING LIMITS

EXISTING ROW

PROPOSED ROW. SEE INTERCHANGE PLANS.

X X XXX

POOL

72" CHL

1SF

POOL

HOUSE

1SFD

72" WD

CONC

16' CONC

CONC

BST

16' BST

30" C&G

72" MTL

CONC

' G

BLK PVC

1SFD

" C

HTR ABAND

22'

BST

72" CHL

CONC

GATE

SRUINS

10' SOIL

CONC

RIP

RAP

X X

72" MTL

EXISTING R/W

60.00'30.00'

DB 1129 PG 126

MB 3 PG 121

SHADIE RAY WHITEHEAD, ET UX

JAMES L.

BARNES

DB 596

PG 280

CLINTON W.

BARNES,

ET UX

EIP

S 45°33'58" W

52.21'

EIP

S 30°39'26" E

35.47'

S 28°13'55" E

2.87'

DB 1121

PG 403

10' X 70' SD

1.47' R/W TO EIP

0.75' EIP TO R/W

S 30°50'54" E

134.02'

S 30°38'45" E

183.61'

S 30°50'54" E

10.25'

S 30°40'44" E

12.85'

15' DUE

S 30°13'55" E

66.49'

S 30°13'55" E

68.21'

10' DUE

15' DUE

10' DUE

15' DUE

EIP

0.05' EIP TO R/W

N 59°08'03" E 119.89'

EIP

N 59°07'26" E

119.13'

N 59°25'35" E 118.36'

0.05' EIP TO R/W

S 59°10'16" W 119.51'

0.07' R/W TO EIP

S 59°10'16" W 119.51'

50.00'

EXISTING R/W

S 30°38'45" E

186.13'

3.95' R/W TO EIP

BM23

s v X

BM423: ELEV. = 29.45

N 458055; E 2605594

BY8 STATION 11+53.00 16 RIGHT

BM23 RR SPIKE IN BASE OF 15" O

PROPOSED

RANGER STATION

FFE: 31

LOD

LODLOD

LOD

LODLOD

LOD

D LOD

LOD

LOD LO

LOD

LOD LOD LOD LOD

LOD

D LOD

LOD

LODLOD

LOD

D LOD LOD LOD LOD LOD LOD LOD LOD

OIL & PAINT

SHED

WASH RACK

IST

ING W

ORK C

FUEL ISLAND

VAN

141 E FISHER AVENUE

NEW BERN, NC 28560

USA- FOREST SERVICE

DB 0336 PG 0016

PARCEL ID: 7-054-041

PARCEL REF. # 43036

SITE AREA: 267.23 ACRES

SR 2015 LYNDEN

LN. 25' PAVED

ROADWAY

SR 1104 E FISHER AVE

20' PAVED ROADWAY

LIMITS OF DISTURBANCE

R3.0

R25.0

R7 5.0

R75.0

R20.0

156°

R99.0R75.0

R12.0

R3.0

R7 5.0

R3.0

R75.0

R75.

R9 9.0

R150.0

R75.0

R3.0

STOP

CLEARING LIMITS

CLEARING LIMITS. SEE NOTE.

R99.0

CLEARING LIMITS. SEE NOTE.

R25.0

R117.0

R60.0

R117.0

R3.0

LIMITS OF DISTURBANCE

LOD

LOD LOD

LOD

R3 9.5

R17.0

LIMITS OF DISTURBANCE

EXISTING ROW

PROPOSED ROW. SEE NCDOT PLANS

FOR ALL WORK WITHIN ROW. SHOWN

FOR REFERENCE ONLY.

EX. ASPHALT

. C

ONCRET

EX. ASPHALT

EX. GRAVEL

PROP. STEPS X4 W/ 6"

RISERS & HANDRAILS

PROPOSED BULLETIN BOARD, SEE

LA PLANS FOR DETAILS

CONCRETE WHEEL STOPS, TYP

FLAG POLE, SEE LA

PLANS FOR DETAILS

VISITOR PARKING AREA

9 TOTAL SPACES

2 ADA SPACES (1 VAN ACCESSIBLE)

EMPLOYEE PARKING AREA

28 TOTAL SPACES

2 ADA SPACES (1 VAN ACCESSIBLE) ADA RAMP W/ HANDRAILS. MAX

LONGITUDINAL SLOPE 12:1. SEE

LA PLANS FOR HANDRAIL DETAILS.

PROPOSED ENTRY GATE

SEE LANDSCAPING PLANS

CONNECTION TO

EXISTING DITCH

PROPOSED SIGNAGE

SEE LANDSCAPE PLANS

CONNECTION TO EXISTING DITCH

PROPOSED 5' WIDE GRADED TRAIL

TO WORK CENTER. SEE LA PLANS

FOR DETAILS

CONCRETE WHEEL STOPS, TYP PROPOSED DITCH. SEE GRADING PLAN

DITCH FLOW DIRECTION. SEE GRADING PLAN

PROP. 6' CONCRETE SIDEWALK. SEE LA PLANS FOR DETAILS

RV PARKING AREA

3 TOTAL SPACES. SIZED FOR A

CLASS A MOTOR HOME

6' CONCRETE SIDEWALK, SEE LA PLANS FOR DETAILS

PROPOSED HEAVY DUTY ASPHALT

PAVED ACCESS TO HELIPADS

EXISTING DITCH SYSTEM

PROPOSED ADA SIGNAGE X2 & VAN

ACCESSIBLE SIGNAGE X1 WITH 6"

BOLLARDS (X2)

PROPOSED ADA SIGNAGE X2 &

VAN ACCESSIBLE SIGNAGE X1

WITH 6" BOLLARDS (X2)

24" WHITE THERMOPLASTIC

STOP BAR & STOP SIGN

EXISTING

EOP

PROPOSED EOP

EXISTING EOP

FLUSH TO PATIO

5' CONC. SIDEWALK, SEE

LA PLANS FOR DETAILS

24" WHITE THERMOPLASTIC

STOP BAR & STOP SIGN

PROP. 6' CHAIN LINK FENCE

WITH 3 STRAND BARBED WIRE

PROP. 6' CHAIN LINK FENCE

WITH 3 STRAND BARBED WIRE

REPAIR EXISTING 6' CHAIN LINK

FENCE AND ADD 3 STRAND

BARBED WIRE TOP.

PROP. LANDSCAPE

WALLS. SEE LA PLANS

GRAVEL PATH, SEE LANDSCAPE PLANS

DETECTABLE

WARNING STRIP, TYP

PROPOSED HELIPADS, SEE

AVIATION PLANS FOR

DESIGN INFORMATION

PROPOSED EOP. SEE NCDOT PLANS

FOR ALL WORK WITHIN ROW. SHOWN

FOR REFERENCE ONLY

DETECTABLE WARNING STRIP, TYP

CONNECTION TO EXISTING DITCH

PROP. " EMPLOYEE PARKING ONLY " SIGNAGE

CONNECTION TO EXISTING

FENCING

L.D. ASPHALT PAVEMENT PATCH FOR FORCEMAIN INSTALLATION

EXISTING GATE FOR TRAIL ACCESS TO

EXISTING RANGER STATION TO BE

REMOVED. REPAIR FENCING AND REPLACE

AREA WITH 6' CHAIN LINK FENCE AND ADD

3 STRAND BARBED WIRE TOP.

EXISTING DITCH SYSTEM

MECH. EQUIPMENT AREA.

SEE ARCH. PLANS FOR

SCREENING DETAILS

5' WIDE WHITE

THERMOPLASTIC CROSSWALK

STRIPING PER NCDOT STDS

PROP. 5' WIDE GATE

CONNECTION TO EXISTING

FENCING

REPAIR EXISTING 6' CHAIN LINK

FENCE AND ADD 3 STRAND

BARBED WIRE TOP.

REPAIR EXISTING 6' CHAIN LINK

FENCE AND ADD 3 STRAND

BARBED WIRE TOP.

PROP. 4' TALL

ACCESS GATE

WITH KNOX BOX

TIE INTO EDGE OF EXISTING ASPHALT PAVING

PROP. GRAVEL PATCH

AT AREA OF UTILITY

INSTALLATION

PROP. 6' CHAIN LINK FENCE

WITH 3 STRAND BARBED WIRE

10.0

18.0

24.0

18.0

6.0

45.0

6.0

3.0

8.0

5.0

18.0

10.

60.0

24.0

42.0

10.0

24.0 6.0

24.0

26.

6.0

24.0

5.0

10.

0 18.0

18.0

10.0

18.0

42.018.0

6.0

4.0

5.0

6.0

PROP. ROADWAY CENTERLINE

PROP. DIRECTIONAL SIGNAGE (VISITOR PARKING, RIGHT. RV PARKING, LEFT)

PROP. " EMPLOYEE PARKING ONLY " SIGNAGE &

PROP. "YIELD TO PEDESTRIANS" SIGNAGE

PROPOSED EOP

R150.0

10.0

SEE ARCH. FOR PORCH DETAILS

8" REVEAL

SEE LANDSCAPING PLANS

R9.0

6.0

42.0

9.0

R117.0

FATO:109.08'

SAFETY AREA145.33'

FATO:109.08'

SAFETY AREA145.33'

65.0

20.0

R150.0

CONNECTION TO EXISTING

FENCING

PROP. 6' CHAIN LINK FENCE

WITH 3 STRAND BARBED WIRE

EXIST. GATE WITH PROPOSED

KNOX BOX. SEE MEP PLANS.

RV PARKING ONLY SIGNAGE X3

PROP. 3'X6' CONC. PAD FOR CRASH

RESCUE KIT & FIRE EXTINGUISHER

MOUNTS, DESIGNED BY OTHERS.

R2 5.0

R25.0

.0 45.0

R50.0

R3 0.0

R5 0.0

R3 0.0

R25.0

45.0

108.2

PROP. 6'X6' CONC. PAD FOR WINDCONE

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

PROPOSED L.D. ASPHALT

PAVING

PROPOSED H.D. ASPHALT

PAVING

PROPOSED CONCRETE

PAVING

PROPOSED CONCRETE

SIDEWALK

PROPOSED GRADED TRAIL

HELIPAD PAVING - SEE

AVIATION PLANS

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-50 50 100 20025

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

C3.1

ENLARGED LAYOUT

AND

STAKING PLAN

PAVING LEGEND

X X XXX

POOL

1SF

POOL

HOUSE

1SFD

15" RCP

1SFD

HTR ABAND

18"

CMP

30" CMP

SRUINS

15" RCP

FES

18" CMP

INV.=24.11'INV.=23.64'

X X

C C

FOC

FOC FOC

FOC

FOC FOC

FOC

FOC FOC

FOC

EXISTING R/W

60.00'30.00'

15" HDPE W/FES

18" R

FES

INV.=25.23'

INV.=24.90'

S 45°33'58" W

52.21'

S 30°39'26" E

35.47'

S 28°13'55" E

2.87'

10' X 70' SD

1.47' R/W TO EIP

0.75' EIP TO R/W

S 30°50'54" E

134.02'

S 30°38'45" E

183.61'

S 30°50'54" E

10.25'

S 30°40'44" E

12.85'

15' DUE

S 30°13'55" E

66.49'

S 30°13'55" E

68.21'

10' DUE

15' DUE

10' DUE

15' DUE

0.05' EIP TO R/W

N 59°08'03" E 119.89'

N 59°07'26" E

119.13'

N 59°25'35" E 118.36'

0.05' EIP TO R/W

S 59°10'16" W 119.51'

0.07' R/W TO EIP

S 59°10'16" W 119.51'

50.00'

EXISTING R/W

S 30°38'45" E

186.13'

3.95' R/W TO EIP

BM23

FOC

G v X v v

BM423: ELEV. = 29.45

N 458055; E 2605594

BY8 STATION 11+53.00 16 RIGHT

BM23 RR SPIKE IN BASE OF 15" O

W X

W W

S S

PROPOSED

RANGER STATION

FFE: 31

FES W2

FES W1

LOD

LODLOD

LOD

LODLOD

LOD

D LOD

LOD

LOD LO

LOD

LOD LOD LOD LOD

LOD

D LOD

LOD

LODLOD

LOD

D LOD LOD LOD LOD LOD LOD LOD LOD

OIL & PAINT

SHED

WASH RACK

IST

ING W

ORK C

FUEL ISLAND

VAN

141 E FISHER AVENUE

NEW BERN, NC 28560

USA- FOREST SERVICE

DB 0336 PG 0016

PARCEL ID: 7-054-041

PARCEL REF. # 43036

SITE AREA: 267.23 ACRES

SR 2015 LYNDEN

LN. 25' PAVED

ROADWAY

SR 1104 E FISHER AVE

20' PAVED ROADWAY

W W

WWW

W W

WWW

W W

S S S S S S S

LIMITS OF DISTURBANCE

27.78

28.55

27.50

EX 25.85

EX 25.8

EX 26.85

29 30

W W W W

W W

28.08

CLEARING LIMITS

CLEARING LIMITS. SEE NOTE.

LIMITS OF DISTURBANCE

FES Z1

FES Z2

FES X1

FES X2

LOD

LOD LOD

LOD

W W W W

27 27

LIMITS OF DISTURBANCE

EXISTING ROW

PROPOSED ROW. SEE NCDOT PLANS

FOR ALL WORK WITHIN ROW. SHOWN

FOR REFERENCE ONLY.

EX 28.05

EX 25.79

STST

29.25

28.60

29.25

28.20

27.70

29.25

29.05

28.80

29.68

29.47 29.27

29.55

29.54

29.26

28.92

30.33

29.92

30.33

31.48

31.27 31.27

31.38

30.98

30.32

30.54

30.44

30.04

29.90

30.14

30.39

30.38

29.67

27.15

27.00

27.00 EX 24.27

EX 23.90

28282626

ADA RAMP WITH HANDRAILS, MAX

LONGITUDINAL SLOPE 12:1

ADA ACCESS, MAX

LONGITUDINAL SLOPE 5%

CONNECTION TO EXISTING DITCH SYSTEM

CONNECTION TO

EXISTING DITCH

SYSTEM

HIGH POINT IN DITCH SYSTEM

PROPOSED DITCH FLOW DIRECTION

EXISTING DITCH SYSTEM

EXISTING DITCH SYSTEMEXISTING DITCH SYSTEM

STEPS X4 WITH 6" RISERS

FLUSH

CONNECTION

TO PATIO

8" REVEAL AT

BLDG / PATIO

EDGE

24" REVEAL

AT FRONT

BLDG / PATIO

TWO (X2) 18" RCP

STORM LINE Z

TWO (X2) 18" RCP

STORM LINE W

TWO (X2) 18" RCP

STORM LINE X

CONNECTION TO

EXISTING DITCH

SYSTEM

EXISTING DITCH SYSTEM

SEE C4.1 FOR

ROOF DRAIN

PLANS

28.82 30.8228.82

28.71 28.49 28.58

28.40

28.20 28.02

27.92

27.72

27.64

28.08

28.06

28.35

27.90

28.69 28.82

29.07

30.82 28.82 28.69

28.65

28.73

28.50

BS: 28.82

TS: 30.82

31.00

31.00 31.00

31.00

28.82 31.00

30.21 30.70

31.00

29.81

29.54

29.81

29.54 29.36

28.91

28.83

27.52

27.32

27.66

28.10

27.13

29.17 29.4929.32

30.10

30.33

29.91

30.33

29.19

29.25

28.97 28.86

28.5428.41 28.23

27.51

26.72 26.90

27.11 27.31

27.41

27.54 27.42

27.27 27.49

27.15 26.78 26.65

27.92 27.65

28.64

28.73 28.84

29.08

28.84 27.71

27.84

26.28

28.77

26.35

28.78 29.02

26.41

27.94 27.71

27.95

28.12 28.16

28.21

29.56

29.36

29.12

28.65 28.47

28.29

28.22

27.69

27.45 27.07

28.30

27.87

27.34

28.20

27.94

28.53

28.11

28.19

27.35

27.57

27.79

26.99

27.81

27.71

28.51

26.23

27.65 28.80

28.75

27.23

27.66

29.89

30.90

29.54

29.54 29.54

29.81

28.21 27.94

28.1328.40

30.59

30.39

30.90 30.82

28.59

29.5229.20

29.18

29.1828.89

26.60

28.79 28.5928.57

26.58

28.67

26.97

26.45

30.33

27.74

29.95

28.20

26.87

27.70

27.61

26.51

25.50

25 26

26.30

28.44

29.25

27.33

25.86

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

GENERAL NOTES

1. RAMP RUNS SHALL HAVE RUNNING SLOPE NOT STEEPER THAN 1:12.

2. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48.

3. CHANGES IN LEVEL OTHER THAN RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS.

4. RAMPS SHALL HAVE LANDING AT THE TOP AND THE BOTTOM OF EACH RAMP RUN

5. TOP LANDINGS SHALL BE 60 INCHES WIDE MINIMUM

6. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM

7. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING

8. RAMP RUNS SHALL HAVE COMPLIANT HANDRAILS

9. A CURB, 2 INCHES HIGH MINIMUM, OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH

DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED

BARRIER ALONG THE LENGTH OF THE RAMP.

10. LANDING SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER.

11. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS OR RAMPS

12. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE

HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.

13. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP

AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL

BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN.

14. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

15. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. THE HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MINIMUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIRS NOSINGS. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAL OF AN ADJACENT STAIR FLIGHT.

16. ALL SPOT ELEVATIONS ARE AT BOTTOM /FACE OF CURB UNLESS NOTED OTHERWISE.

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-50 50 100 20025

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

C4.0

GRADING &

DRAINAGE PLAN

PROPOSED

RANGER STATION

FFE: 31

LOD

LODLOD

LOD

LODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD

W W

WWWWWWWW

W W

WWWWWWWW

S S S S S S S S S S S S S S S S S S

CLEARING LIMITS

CLEARING LIMITS. SEE NOTE.

LIMITS OF DISTURBANCE

27 27

6" HDPE RD @ 0.5%

MIN. SLOPECO

6" HDPE @ 0.5%

MIN. SLOPE

STORM

CLEANOUT, TYP.

6" HDPE RD @ 0.5%

MIN. SLOPE

STORM

CLEANOUT, TYP.

6" HDPE @ 0.5%

MIN. SLOPE

6" HDPE @ 0.5%

MIN. SLOPE

6" HDPE @ 0.5%

MIN. SLOPE

6" HDPE @ 0.5%

MIN. SLOPE

8" HDPE @ 0.5%

MIN. SLOPE

6" HDPE @ 0.5%

MIN. SLOPE

8" HDPE @ 0.5%

MIN. SLOPE

10" HDPE @ 0.5%

MIN. SLOPE

ROOF DRAINS TO

OUTFALL INTO

DITCH SYSTEM

WITH RIPRAP AT

OUTLET

6" HDPE @ 0.5%

MIN. SLOPE

6" HDPE @ 0.5%

MIN. SLOPE

8" HDPE @ 0.5%

MIN. SLOPE

8" HDPE @ 0.5%

MIN. SLOPE

10" HDPE @

0.5% MIN. SLOPE

ROOF DRAINS TO

OUTFALL INTO

DITCH SYSTEM

WITH RIPRAP AT

OUTLET

STORM

CLEANOUT, TYP.

MAINTAIN MIN. 1.5' VERTICAL

SEPARATION BETWEEN STORM &

SEWER. RUN STORM ABOVE SEWER.

MAINTAIN MIN. 1.5' VERTICAL

SEPARATION BETWEEN STORM &

WATER. RUN STORM ABOVE WATER.

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-08

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

B. BRUMFIELD, P.E.

A. SADOWSKI, P.E.

23-088

12/14/23

Croatan Ranger Station

USDA FOREST SERVICE

B. BRUMFIELD, P.E.

Southern Region National Forests in North Carolina

USDA FOREST SERVICE

241 E FISHER AVE, NEW BERN, NC 28560

03/14/2024

100% CONSTRUCTION DOCUMENTS

Know what's below.

Call before you dig.

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-20 20 40 8010

OWNER/DEVELOPER (PRIMARY PERMITTEE)

TSW ARCHITECTS

ALBIN SPANGLER

1447 PEACHTREE ST NE, SUITE 850

ATLANTA, GA 30309

ASPANGLER@TSW-DESIGN.COM

470.751.2380

PROJECT ENGINEER

BRIAN BRUMFIELD, PE

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

(770) 452-7849

BBRUMFIELD@EBERLY.NET

24 HOUR CONTACT

ALBIN SPANGLER

ASPANGLER@TSW-DESIGN.COM

470.751.2380

C4.1

ROOF DRAINAGE

PLAN

X X XXX

POOL

1SF

POOL

HOUSE

1SFD

HTR ABAND

SRUINS

X X

C C

FOC

FOC FOC

FOC

FOC FOC

FOC

FOC FOC

FOC

8" W

ATER MAIN

4" PLASTIC

4" PVC

6" UNKNOWN

FOC

SCV

EOI

EOR

EOI

EOR

SCV

EXISTING R/W

60.00'30.00'

S 45°33'58" W

52.21'

S 30°39'26" E

35.47'

S 28°13'55" E

2.87'

10' X 70' SD

1.47' R/W TO EIP

0.75' EIP TO R/W

S 30°50'54" E

134.02'

S 30°38'45" E

183.61'

S 30°50'54" E

10.25'

S 30°40'44" E

12.85'

15' DUE

S 30°13'55" E

66.49'

S 30°13'55" E

68.21'

10' DUE

15' DUE

10' DUE

15' DUE

0.05' EIP TO R/W

N 59°08'03" E 119.89'

N 59°07'26" E

119.13'

N 59°25'35" E 118.36'

0.05' EIP TO R/W

S 59°10'16" W 119.51'

0.07' R/W TO EIP

S 59°10'16" W 119.51'

50.00'

EXISTING R/W

S 30°38'45" E

186.13'

3.95' R/W TO EIP

FOC

G v X v v

W X

W W

S S

PROPOSED

RANGER STATION

FFE: 31

EX SSCO

LOD

LODLOD

LOD

LODLOD

LOD

D LOD

LOD

LOD LO

LOD

LOD LOD LOD LOD

LOD

D LOD

LOD

LODLOD

LOD

D LOD LOD LOD LOD LOD LOD LOD LOD

OIL & PAINT

SHED

WASH RACK

IST

ING W

ORK C

FUEL ISLAND

141 E FISHER AVENUE

NEW BERN, NC 28560

USA- FOREST SERVICE

DB 0336 PG 0016

PARCEL ID: 7-054-041

PARCEL REF. # 43036

SITE AREA: 267.23 ACRES

1 12 " PVC DOMESTIC

2" P

DOMES

TIC

2" PVC

C D

TIC

34 " PVC

WER

LIN

4" PVC

EXISTING FIRE

HYDRANT

SR 2015 LYNDEN

LN. 25' PAVED

ROADWAY

SR 1104 E FISHER AVE

20' PAVED ROADWAY

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 9, 2024.