SCO-24-27518-01A Addendum #4.pdf

PDF 5 MB Posted Jul 17, 2026

Attached to: North Carolina Department of Natural and Cultural Resources, Division of Parks and Recreation
Solicitation number: SCO-24-27518-01A
Issued by: Haywood County, North Carolina

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Written by GovTribe AI · Aug 17, 2026

Addendum #4 Summary

This is Addendum #4 to the construction documents for Kerr Lake State Recreation Area Campground and Maintenance Area Improvements, issued by Katherine Hogan Architects on behalf of the North Carolina Department of Natural and Cultural Resources, Division of Parks and Recreation. The addendum, dated August 13, 2026, modifies the original project manual and construction documents dated July 1, 2026, for SCO #24-27518-01A. The changes address revisions to civil and architectural drawings to ensure consistency across multiple sheets. Civil drawing revisions include Sheet CE132-1 (Erosion Control Plan – Nutbush North) and Sheet CU132-1 (Utility Plan – Nutbush North), both revised for consistency with storm items and grading shown on Sheets L132A and L132B. Additionally, Sheet CE134A (Erosion Control Plan – Satterwhite Point) and Sheet CU134A (Utility Plan – Satterwhite Point) were revised for consistency with background materials shown on Sheet L134A. Architectural revisions include clarification of roof and wall panel intent for the pre-engineered metal building (PEMB) on Sheet A-00.01 (Subsystems & Partition Types) and clarification of overhead coiling door dimensions on Sheet A-05.00 (Door Schedule, Elevations, and Details). All bidders of record must acknowledge receipt of this addendum in their bid forms, with failure to do so potentially resulting in bid disqualification.

The addendum does not introduce new pricing terms, set-asides, or funding requirements but rather serves as a technical clarification document to ensure bidders are working from consistent and accurate design information. The revised drawings maintain the project's scope involving campground and maintenance area improvements at two locations within Kerr Lake State Recreation Area—Nutbush North and Satterwhite Point—with particular attention to erosion control measures, utility installations, and building construction standards compliant with North Carolina Department of Environmental Quality standards and applicable building codes.

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File	Type	Posted
SCO ID#24-27518-01A-Addendum #3.pdf	PDF	Jul 17, 2026
SCO-24-27518-01A-Addendum #1.pdf	PDF	Jul 17, 2026
SCO # 24-27518-01A-Addendum #2.pdf	PDF	Jul 17, 2026
SCO-24-27518-01A-NTB.pdf	PDF	Jul 17, 2026

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raleigh 553-c pylon drive raleigh, north carolina 27606, usa p 919.793.5063

ADDENDUM 04

Date: 13 August 2026

Project: Kerr Lake State Rec Area: Campground & Maintenance Area Improvements

NC State Parks Kerr Lake State Recreation Area

SCO #: 24-27518-01A

To: ALL PRIME BIDDERS OF RECORD

This Addendum forms a part of the Contract Documents and modifies the original Project Manual and Construction Documents dated July 1st, 2026. Please acknowledge receipt of this Addendum in the space provided in the Bid Form.

Failure to do so may subject the Bidder to disqualification.

Items: CHANGES TO THE PROJECT DRAWINGS:

Civil:

• Sheet CE132-1 - EROSION CONTROL PLAN – NUTBUSH NORTH o This Sheet has been revised for consistency with background

(storm items) shown on Sheet L132A and grading shown on Sheet L132B.

• Sheet CU132-1 - UTILITY PLAN – NUTBUSH NORTH o This Sheet has been revised for consistency with background

(storm items) shown on Sheet L132A and grading shown on Sheet L132B.

• Sheet CE134A – EROSION CONTROL PLAN – SATTERWHITE POINT

(materials) shown on Sheet L134A.

• Sheet CU134A – UTILITY PLAN – SATTERWHITE POINT

(materials) shown on Sheet L134A.

Architecture:

• Sheet A-00.01 – SUBSYSTEMS & PARTITION TYPES o Clarified intent for roof and wall panel of PEMB.

• Sheet A-05.00 – DOOR SCHEDULE, ELEVATIONS, AND DETAILS o Clarified dimension of overhead coiling door.

END OF ADDENDUM NUMBER FOUR

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VAN

TPTPTPTPTPTP

TP TP TP TP

325324

FFE 329.50

329328

+ LP

+ HP

3:1

5:1

6:1

FM FM FM FM FM FM FM FM

W W

FM FM FM FM FM FM FM FM

CONCRETE

WASHOUT

SILT

FENCE

SILT FENCE

OUTLET (TYP)

RAIN GAUGE/

PERMIT BOX

CONSTRUCTION

ENTRANCE

SFSF

SFSFSFSF

SF SF SF

SF SF

LDLD

LDLDLDLD

LD LD LD

LD LD

LD LD LD

LD LD

LDLDLD

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720196600J,

EFFECTIVE DATE APRIL 16, 2007)

SF SF

SFSF

REPAIR

DRAINFIELD

(NIC)

CE132-1

EROSION CONTROL LEGEND

SILT FENCE

LIMITS OF DISTURBANCE

SILT FENCE OUTLET

CONSTRUCTION ENTRANCE

SEE SHEET C600 FOR SELF-INSPECTION REQUIREMENTS.

THE FINANCIALLY RESPONSIBLE PERSON AND/OR HIS AGENT WILL BE PERFORMING

SELF INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES USING

NCDEMLR'S SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT

ONSITE.

SEE SHEET C600 EROSION CONTROL

CONSTRUCTION SEQUENCE.

SELF-INSPECTION RULES

SEE SHEET C600 FOR ADDITIONAL EROSION

CONTROL NOTES.

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

KERR LAKE STATE

RECREATIONAL

AREA

IMPROVEMENTS

NO. DATEDESCRIPTION

24-27518-01A t2307

6254 SATTERWHITE

POINT ROAD

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, SUITE 100

CARY, NC 27518

P: 919.851.1912 www.NV5.com NC License # F-1333

CD PRICING SET 01/23/26

08/22/25 06/14/24

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

CONSTRUCTION DOCUMENTS 02/04/264

5 05/08/26CD - SCO FINAL REVIEW

6 07/01/26BID DOCUMENTS

SCALE: 1" = 20'-0"1 EROSION CONTROL PLAN - NUTBUSH NORTH

DISTURBED AREA = 2.33 AC. (TOTAL FOR NUTBUSH NORTH)

- S

-2

1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES

SHALL BE PROVIDED ACCORDING TO GROUND STABILIZATION TABLE (SHEET

C600) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.

2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE

PROVIDED ON ALL DISTURBED AREAS ACCORDING TO GROUND STABILIZATION

TABLE (SHEET C600) FOLLOWING COMPLETION OF CONSTRUCTION OR

DEVELOPMENT.

3. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION

AND SEDIMENT CONTROL REGULATIONS.

4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY

STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL

STEEP SLOPES (6:1 OR STEEPER). NO SYNTHETIC, PLASTIC OR NYLON MATERIALS

MAY BE USED. MATTING MUST BE 100% NATURAL FIBER, SUCH AS A COIR.REFER

TO MATERIAL SPECIFICATIONS. INSTALL MATTING PER MANUFACTURER'S

INSTRUCTIONS.

5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH

CELLULOSE HYDROMULCH, WOOD FIBER HDYDROMULCH OR ENHANCED WOOD

FIBER HUDROMULCH. ASPHALT IS NOT ALLOWED AS A TACKING AGENT ON DPR

PROJECTS.MALACHITE GREEN DYE OR OTHER DYE DERIVATIVES ARE ALSO NOT

ALLOWED DURING HYDROSEEDING/HYDROMULCHING OPERATIONS.

GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING

TO GROUND STABILIZATION NOTES. SEE SHEET C600.

EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON

WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE

IMPRACTICABLE (SECTION II.B(2) (b))

THE REQUIREMENTS ON SHEET C600 ARE THE MINIMUM NECESSARY TO MEET

EROSION AND SEDIMENT CONTROL REGULATIONS.

INSTALL TEMPORARY MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF

VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER) AND AREAS OF

CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). NO SYNTHETIC,

PLASTIC OR NYLON MATERIALS MAY BE USED. MATTING MUST BE 100% NATURAL

FIBER, SUCH AS A COIR. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL

SPECIFICATIONS. INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS.

SLOPE & SURFACE STABILIZATION

MAINTENANCE PLAN

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDEQ STANDARDS,

SPECIFICATIONS AND DETAILS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING

EROSION CONTROL MEASURES BOTH ON AND OFF SITE.

3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL

EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.

4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING

SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TO

MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. CLEANING SHALL BE

PERFORMED IN A MANNER WHICH PREVENTS SEDIMENT FROM BEING FLUSHED

THROUGH PIPES TO THE EXISTING DRAINAGE SYSTEM.

5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS

ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED

OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL

DEVICES AND MEASURES.

6. ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE,

REMOVAL OR CONVERSION PURPOSES IS TO BE DONE THROUGH A SILT BAG.

7. ANY DEWATERING OF STORM/UTILITY TRENCHES IS TO BE DONE THROUGH A SILT

BAG.

8. CONTRACTOR SHALL USE TIRE WASH STATION OR OTHER MEANS TO PREVENT SEDIMENT

FROM TRACKING ONTO THE ROAD IF CONSTRUCTION ENTRANCE IS FOUND INSUFFICIENT AT

NO ADDITIONAL COST TO OWNER.

EROSION CONTROL NOTES

CONTRACTOR TO STAKE EXTENTS OF TRENCHING REQUIRED FOR ELECTRICAL AND

OTHER SITE WORK FOR CIVIL ENGINEER AND LANDSCAPE ARCHITECT'S FIELD

REVIEW. CONTRACTOR TO FLAG ALL TREES GREATER THAN 1” DBH THAT ARE IN

CONFLICT WITH PROPOSED TRENCH LOCATIONS FOR ELECTRICAL SITE WORK

AND/OR UTILITY WORK.

CONTRACTOR TO LIMIT DISTURBANCE IN THESE AREAS TO ONE (1) WORKING DAY SO

AREA CAN BE STABILIZED AND SEEDED/STRAWED PRIOR TO THE COMPLETION OF

THE WORKING DAY. THIS INCLUDES BUT NOT LIMITED TO UTILITY TRENCHING, DIRECT

BURY AND BORING. IF UNABLE TO COMPLETE ASSOCIATED WORK DUE TO

UNFORESEEN CONDITIONS OR WEATHER ISSUES, CONTRACTOR TO PROVIDE

TEMPORARY EROSION CONTROL MEASURES IN ACCORDANCE WITH NCDEQ

STANDARDS UNTIL WORK HAS BEEN FINALIZED AND AREA HAS BEEN

SEEDED/STRAWED.

SHEET NOTES

EROSION

CONTROL

PLAN -

NUTBUSH

NORTH

NOTE:

THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,

ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER FACILITIES ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE UTILITY LOCATIONS, AND PROTECT ALL SUCH EXISTING FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR IS FULLY

RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS.

GRADING NOTE:

ELEVATIONS SHOWN ON THIS SHEET WERE PROVIDED BY SURFACE678. REFER TO L SHEETS FOR ADDITIONAL INFORMATION. BRING ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING &

INSTALLATION OF EROSION CONTROL MEASURES SHOWN ON THIS SHEET.

7 08/12/26ADDENDUM 03

THIS SHEET HAS BEEN REVISED FOR CONSISTENCY

WITH BACKGROUND (STORM ITEMS) SHOWN ON

SHEET L132A AND GRADING SHOWN ON SHEET L132B.

KHA

Image

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Text Box

KHA

Image

KHA

Line

KHA

Line

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720196600J,

EFFECTIVE DATE APRIL 16, 2007)

FM FM FM FM FM FM FM FM

4" PVC SANITARY

SEWER SERVICE

SEPTIC TANK.

SEE SEPTIC NOTES.

PUMP TANK.

SEE SEPTIC NOTES

& ELECTRICAL.

4" PVC CLEANOUT

TOP: 329.24'

(FLUSH W/ STONE

OF UTILITY YARD)

INV.: 323.80'

SEE PLUMBING FOR

CONTINUATION.

TIE TO PROPOSED SEPTIC

SYSTEM (MIN. 1% SLOPE).

REFER TO SEPTIC NOTES.

FORCEMAIN. SEE

SEPTIC NOTES.

2" PVC WATER

SERVICE

TIE TO EXIST.

2-IN. WATERLINE

UNDERGROUND

PROPANE TANK.

SEE PLUMBING.

SEE PLUMBING FOR

CONTINUATION.

W W

3/4" DOMESTIC

WATER SERVICE

3/4" SHUT-OFF

VALVE IN VALVE BOX

TIE TO EXIST.

WATERLINE

YARD HYDRANT

2" GATE VALVE 2" DOM. METER

2" BACKFLOW

SEE WATER

NOTES.

2" GATE

VALVE

FM FM FM FM FM FM FM FM

MANIFOLD (REPAIR).

SEE SEPTIC NOTES.

MANIFOLD. SEE

SEPTIC NOTES.

SEE ELECTRICAL

FOR CONTINUATION.

SEE ELECTRICAL

FOR CONTINUATION.

SEE PLUMBING FOR

CONTINUATION.

ELECTRICAL CONDUIT;

SEE ELECTRICAL.

ELECTRICAL CONDUIT;

SEE ELECTRICAL.

SLEEVED IN DIP OR

PIPING ENCASED IN

CONCRETE. SEE

SEPTIC NOTES.

2" ISOLATION

GATE VALVE

2" PVC WATER LINE

CONNECT TO EXIST.

2-IN. WATERLINE

2" GATE

VALVE

FORCEMAIN (REPAIR)

(NIC). SEE SEPTIC

NOTES.

INFILTRATION PIPE;

SEE LANDSCAPE

PLANS.

INFILTRATION PIPE;

SEE LANDSCAPE

PLANS.

REPAIR

DRAINFIELD

(NIC)

FORCEMAIN (REPAIR)

(NIC). SEE SEPTIC

NOTES.

ELECTRICAL TRANSFORMER;

SEE ELECTRICAL.

ELECTRICAL PEDESTAL;

SEE ELECTRICAL

CU132-1

1. ALL SEPTIC RELATED ITEMS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THIS

INCLUDES BUT NOT LIMITED TO TANKS, PUMPS, FORCEMAIN, MANIFOLD,

CONTROLS AND OTHER ASSOCIATED PIPING.

2. REFER TO PRESSURE MANIFOLD SYSTEM ENGINEERED OPTION PERMIT PLANS

TITLED ' KATHERINE HOGAN ARCHITECTS KERR LAKE STATE PARK (NUTBRUSH

BRIDGE) PREPARED BY MACCONNELL & ASSOCIATES, P.C. DATED 04/29/2026 OR

LATEST VERSION FOR ADDITIONAL INFORMATION.

3. ALL REPAIR DRAINFIELD ITEMS (AREA 2, OR ZONE 2) ARE SHOWN FOR SCHEMATIC

PURPOSES ONLY AND NOT INCLUDED IN CONTRACT. THIS INCLUDES BUT NOT

LIMITED TO LEACH FIELD, FORECEMAIN, MANIFOLD AND OTHER OTHER RELATED

COMPONENTS. REFER TO SEPTIC DRAWINGS FOR CLARIFICATION.

4. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS.

SEPTIC (NUTBUSH NORTH) NOTES

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

KERR LAKE STATE

RECREATIONAL

AREA

IMPROVEMENTS

NO. DATEDESCRIPTION

24-27518-01A t2307

6254 SATTERWHITE

POINT ROAD

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, SUITE 100

CARY, NC 27518

P: 919.851.1912 www.NV5.com NC License # F-1333

CD PRICING SET 01/23/26

08/22/25 06/14/24

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

CONSTRUCTION DOCUMENTS 02/04/264

5 05/08/26CD - SCO FINAL REVIEW

6 07/01/26BID DOCUMENTS

UTILITY LEGEND

WATER

PROPOSED

SANITARY SEWER SERVICE

FORCEMAIN (BY OTHERS)

SCALE: 1" = 20'-0"1 UTILITY PLAN - NUTBUSH NORTH

- S

-2

UTILITY NOTES

1. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTRACTOR MAY NEED TO COORDINATE WITH NC STATE PARKS TO DETERMINE

LOCATION OF EXISTING UTILITIES DUE TO FIELD CONDITIONS. NOTIFY ENGINEER IF ANY

DISCREPANCIES ARE DISCOVERED.

2. DOMESTIC BACKFLOW TO BE FEBCO LF860 OR APPROVED EQUAL WITHIN HEATED ENCLOSURE.

REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. CONTRACTOR TO PROVIDE SHOP

DRAWING FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION.

WATER SERVICE NOTES

UTILITY PLAN

- NUTBUSH

NORTH

NOTE:

THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,

RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS.

GRADING NOTE:

ELEVATIONS SHOWN ON THIS SHEET WERE PROVIDED BY SURFACE678. REFER TO L SHEETS FOR ADDITIONAL INFORMATION. BRING ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING &

INSTALLATION OF UTILITY ITEMS SHOWN ON THIS SHEET.

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDENR STANDARDS,

SPECIFICATIONS AND DETAILS.

2. WATER LINE AND WATER SERVICES TO BE INSTALLED WITH A COVER OF NO LESS

THAN 3-FT TO FINISH GRADE WITH TRACER WIRE IN ACCORDANCE WITH 2018

NCPC 306.2.4 FOR PLASTIC PIPE.

3. SANITARY SEWER SERVICES TO BE INSTALLED WITH A COVER OF NO LESS THAN

3-FT TO FINISH GRADE IN NON-TRAFFIC AREAS, 4-FT TO FINISH GRADE IN

TRAFFIC AREAS IN ACCORDANCE WITH 2018 NCPC 306.2.4 FOR PLASTIC PIPE.

4. ALL UTILITIES TO BE INSTALLED WITH THE REQUIRED CLEARANCES AS INDICATED

IN THE DRAWINGS AND SPECIFICATIONS.

5. WATERLINES AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM

HORIZONTAL CLEARANCE OF 10-FT.

6. SEWER LINES SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF

24-IN TO STORM DRAINAGE PIPES. THIS INCLUDES ALL SUB-DRAINAGE PIPES.

7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME

CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT

LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.

8. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR

TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE

DISCOVERED.

9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND

SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.

10. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NC STATE BUILDING

CODE AND OSHA REQUIREMENTS.

11. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND

STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.

12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE

UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES.

COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- DOWNS WITH THE

OWNER.

13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR

REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY

INSTALLATION.

14. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC (SCH 40) @1.04% MIN. SLOPE

UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN

24-IN.

15. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES

UNTIL THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF

APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY.

16. CONTRACTOR TO FIELD ADJUST PROPOSED SERVICES (WATER & SERVICE) AS

NECESSARY TO RETROFIT EXISTING SITE FEATURES. BRING ANY DISCREPANCIES

TO THE ENGINEER PRIOR TO CONSTRUCTION.

17. SEE SHEET C500 FOR TYPICAL RV SITE UTILITY LAYOUT AND SHEET C502 FOR

ENLARGED PLAN OF SERVICE CONNECTIONS.

7 08/12/26ADDENDUM 03

THIS SHEET HAS BEEN REVISED FOR CONSISTENCY

WITH BACKGROUND (STORM ITEMS) SHOWN ON

SHEET L132A AND GRADING SHOWN ON SHEET L132B.

KHA

Image

KHA

Image

KHA

Line

KHA

Line

EEEEEEEE

E E

TP TP

TPTP

TPTPTPTP

TPTPTPTPTP

TPTP

TP TP

TP TP TP TP TP

TP TP

TPTP

TPTPTPTPTPTP

TPTPTP

TP TP TP TP TP

TP TP TP TP TP TP TP TP TP TP TP TP

GT OWS

FM FM FM FM FM FM FM

SP SP SP SP SPSS

W W

FM FM FM

MBF

FFE 325.25

5.6%MAX

1.3%

2% 325.21

EXISTING ELEVATION AT COLUMNS

+/- 319.50, CONTRACTOR TO V.I.F.

EDGE OF CONCRETE AND TOP OF TIMBER 325.15

ADJACENT GRAVEL 325.00

2.0%

3:1

5.0%

3:1

325.15

325.21

CONCRETE

WASHOUT

CONSTRUCTION

ENTRANCE

RAIN GAUGE/

PERMIT BOX

SILT

FENCE

SILT FENCE

OUTLET (TYP)

SFSF

SF SF SF

SF SF

SFSFSFSFSFSFSFSFSF

SFSFSFSF

SF SF

SF SF SF SF

LD LD

LD LD LD LD LD

LD LD LD LD LD LD LD LD

LDLD

LD LD LD LD LD

LD LD

LDLDLDLDLDLDLDLDLDLD

LDLDLDLDLD

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720198600K,

MAP REVISED DECEMBER 06, 2019)

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720198600K,

MAP REVISED DECEMBER 06, 2019)

REPAIR

DRAINFIELD

(NIC)

INITIAL

DRAINFIELD

SHEET TITLE

CE134A

SEE SHEET C600 FOR SELF-INSPECTION REQUIREMENTS.

THE FINANCIALLY RESPONSIBLE PERSON AND/OR HIS AGENT WILL BE PERFORMING

SELF INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES USING

NCDEMLR'S SELF INSPECTION REPORT (WORKSHEET) AND THIS WILL BE KEPT

ONSITE.

SELF-INSPECTION RULES

EROSION CONTROL LEGEND

SILT FENCE

LIMITS OF DISTURBANCE

SILT FENCE OUTLET

CONSTRUCTION ENTRANCE

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

KERR LAKE STATE

RECREATIONAL

AREA

IMPROVEMENTS

NO. DATEDESCRIPTION

24-27518-01A t2307

6254 SATTERWHITE

POINT ROAD

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, SUITE 100

CARY, NC 27518

P: 919.851.1912 www.NV5.com NC License # F-1333

CD PRICING SET 01/23/26

08/22/25 06/14/24

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

CONSTRUCTION DOCUMENTS 02/04/264

5 05/08/26CD - SCO FINAL REVIEW

6 07/01/26BID DOCUMENTS

SCALE: 1" = 20'-0"1 EROSION CONTROL PLAN - SATTERWHITE POINT

SEE SHEET C600 EROSION CONTROL

CONSTRUCTION SEQUENCE.

SEE SHEET C600 FOR ADDITIONAL EROSION

CONTROL NOTES.

DISTURBED AREA = 2.34 AC. (TOTAL FOR SATTERWHITE POINT)

1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES

SHALL BE PROVIDED ACCORDING TO GROUND STABILIZATION TABLE (SHEET

C600) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.

2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE

PROVIDED ON ALL DISTURBED AREAS ACCORDING TO GROUND STABILIZATION

TABLE (SHEET C600) FOLLOWING COMPLETION OF CONSTRUCTION OR

DEVELOPMENT.

3. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION

AND SEDIMENT CONTROL REGULATIONS.

4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY

STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON ALL

STEEP SLOPES (6:1 OR STEEPER). NO SYNTHETIC, PLASTIC OR NYLON MATERIALS

MAY BE USED. MATTING MUST BE 100% NATURAL FIBER, SUCH AS A COIR.REFER

TO MATERIAL SPECIFICATIONS. INSTALL MATTING PER MANUFACTURER'S

INSTRUCTIONS.

5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND TACKED WITH

CELLULOSE HYDROMULCH, WOOD FIBER HDYDROMULCH OR ENHANCED WOOD

FIBER HUDROMULCH. ASPHALT IS NOT ALLOWED AS A TACKING AGENT ON DPR

PROJECTS.MALACHITE GREEN DYE OR OTHER DYE DERIVATIVES ARE ALSO NOT

ALLOWED DURING HYDROSEEDING/HYDROMULCHING OPERATIONS.

GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING

TO GROUND STABILIZATION NOTES. SEE SHEET C600.

EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON

WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE

IMPRACTICABLE (SECTION II.B(2) (b))

THE REQUIREMENTS ON SHEET C600 ARE THE MINIMUM NECESSARY TO MEET

EROSION AND SEDIMENT CONTROL REGULATIONS.

INSTALL TEMPORARY MATTING FOR STABILIZATION DURING THE ESTABLISHMENT OF

VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER) AND AREAS OF

CONCENTRATED FLOW (CHANNELS, DITCHES, SWALES, ETC.). NO SYNTHETIC,

PLASTIC OR NYLON MATERIALS MAY BE USED. MATTING MUST BE 100% NATURAL

FIBER, SUCH AS A COIR. REFER TO SPECIFICATION SECTION 312500 FOR MATERIAL

SPECIFICATIONS. INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS.

SLOPE & SURFACE STABILIZATION

MAINTENANCE PLAN

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDEQ STANDARDS,

SPECIFICATIONS AND DETAILS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING

EROSION CONTROL MEASURES BOTH ON AND OFF SITE.

3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL

EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.

4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING

SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TO

MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. CLEANING SHALL BE

PERFORMED IN A MANNER WHICH PREVENTS SEDIMENT FROM BEING FLUSHED

THROUGH PIPES TO THE EXISTING DRAINAGE SYSTEM.

5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS

ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED

OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL

DEVICES AND MEASURES.

6. ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE,

REMOVAL OR CONVERSION PURPOSES IS TO BE DONE THROUGH A SILT BAG.

7. ANY DEWATERING OF STORM/UTILITY TRENCHES IS TO BE DONE THROUGH A SILT

BAG.

8. CONTRACTOR SHALL USE TIRE WASH STATION OR OTHER MEANS TO PREVENT SEDIMENT

FROM TRACKING ONTO THE ROAD IF CONSTRUCTION ENTRANCE IS FOUND INSUFFICIENT AT

NO ADDITIONAL COST TO OWNER.

EROSION CONTROL NOTES

EROSION

CONTROL

PLAN -

SATTERWHITE

POINT

NOTE:

THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,

RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS.

GRADING NOTE:

ELEVATIONS SHOWN ON THIS SHEET WERE PROVIDED BY SURFACE678. REFER TO L SHEETS FOR ADDITIONAL INFORMATION. BRING ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING &

INSTALLATION OF EROSION CONTROL MEASURES SHOWN ON THIS SHEET.

7 08/12/26ADDENDUM 03

THIS SHEET HAS BEEN REVISED FOR CONSISTENCY

WITH BACKGROUND (MATERIALS) SHOWN ON SHEET L134A.

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EEEEEEEE

E E

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720198600K,

MAP REVISED DECEMBER 06, 2019)

FLOOD HAZARD AREA (PER GIS)

(ZONE AE; EL 320)

(MAP NUMBER 3720198600K,

MAP REVISED DECEMBER 06, 2019)

GT OWS

FM FM FM FM FM FM FM

SP SP SP SP SPSS

TIE TO EXIST. BLDG. SERVICE

CONTRACTOR TO VERIFY EXIST.

SERVICE PRIOR TO INSTALLATION

OF SEPTIC SYSTEM

4" PVC CLEANOUT

TOP: 322.10' (FLUSH W/ GRADE)

INVERT: TO BE FIELD

DETERMINED (MIN. 1% SLOPE)

4" PVC SANITARY

SEWER SERIVICE

TIE TO PROPOSED SEPTIC

SYSTEM (MIN. 2% SLOPE).

REFER TO SEPTIC NOTES.

SEPTIC TANK.

SEE SEPTIC NOTES.

PUMP TANK.

SEE SEPTIC NOTES

& ELECTRICAL.

MISC. SEWER PIPING

SEE SEPTIC NOTES.

GRIT TANK. SEE

SEPTIC NOTES.

OIL WATER

SEPARATOR.

SEE SEPTIC

NOTES.

4" PVC CLEANOUT

TOP: 325.00'

(FLUSH W/ STONE

OF UTILITY YARD)

INV.: 318.50'

4" PVC SANITARY

SEWER SERIVICE

SEE PLUMBING FOR

CONTINUATION.

4" PVC

CLEANOUT

TOP: 325.20'

(FLUSH W/ PVT)

INV.: 320.25'

4" PVC CLEANOUT

TOP: 325.00'

(FLUSH W/ STONE

OF UTILITY YARD)

INVERT: 320.10'

SEE PLUMBING FOR

CONTINUATION.

TIE TO PROPOSED SEPTIC

SYSTEM (MIN. 2% SLOPE).

REFER TO SEPTIC NOTES.

FORCEMAIN. SEE

SEPTIC NOTES.

MANIFOLD. SEE

SEPTIC NOTES.

2" PVC WATER

SERVICE

TIE TO EXIST. WATERLINE.

RE-CONNECT EXIST. HOSE BIBS AS NEEDED

TO EXTEND EXIST. 2-IN. WATERLINE

SEPTIC FIELD.

(SEE SEPTIC NOTES).

4" PVC SANITARY

SEWER SERIVICE

UNDERGROUND

PROPANE TANK.

SEE PLUMBING.

AIR COMPRESSOR.

SEE PLUMBING.

FORCEMAIN. SEE

SEPTIC NOTES.

SLEEVED IN DIP OR

PIPING ENCASED IN

CONCRETE. SEE

SEPTIC NOTES.

SLEEVED IN DIP OR

PIPING ENCASED IN

CONCRETE. SEE

SEPTIC NOTES.

2" GATE VALVE

2" DOM. METER

2" BACKFLOW SEE

WATER NOTES.

W W

2" GATE VALVE

REPAIR

DRAINFIELD

(NIC)

INITIAL

DRAINFIELD

FM FM FM

FORCEMAIN (REPAIR) (NIC).

REFER TO SEPTIC NOTES.

ELECTRICAL CONDUIT;

SEE ELECTRICAL.

SEE ELECTRICAL

FOR CONTINUATION.

MBF

NEW PAD MOUNTED

TRANSFORMER;

SEE ELECTRICAL.

CU134A

UTILITY LEGEND

WATER

PROPOSED

1. ALL SEPTIC RELATED ITEMS ARE SHOWN FOR REFERENCE PURPOSES ONLY. THIS

INCLUDES BUT NOT LIMITED TO TANKS, PUMPS, FORCEMAIN, MANIFOLD,

CONTROLS AND OTHER ASSOCIATED PIPING.

2. REFER TO PRESSURE MANIFOLD SYSTEM ENGINEERED OPTION PERMIT PLANS

TITLED ' KATHERINE HOGAN ARCHITECTS KERR LAKE STATE PARK (AUTO

MAINTENANCE BUILDING) PREPARED BY MACCONNELL & ASSOCIATES, P.C.

DATED 05/06/2026 OR LATEST VERSION FOR ADDITIONAL INFORMATION.

3. ALL REPAIR DRAINFIELD ITEMS (AREA 2, OR ZONE 2) ARE SHOWN FOR SCHEMATIC

PURPOSES ONLY AND NOT INCLUDED IN CONTRACT. THIS INCLUDES BUT NOT

LIMITED TO LEACH FIELD, FORECEMAIN, MANIFOLD AND OTHER OTHER RELATED

COMPONENTS. REFER TO SEPTIC DRAWINGS FOR CLARIFICATION.

4. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS.

SEPTIC (SATTERWHITE POINT) NOTES

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

KERR LAKE STATE

RECREATIONAL

AREA

IMPROVEMENTS

NO. DATEDESCRIPTION

24-27518-01A t2307

6254 SATTERWHITE

POINT ROAD

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, SUITE 100

CARY, NC 27518

P: 919.851.1912 www.NV5.com NC License # F-1333

CD PRICING SET 01/23/26

08/22/25 06/14/24

DESIGN DEVELOPMENT

SCHEMATIC DESIGN

CONSTRUCTION DOCUMENTS 02/04/264

5 05/08/26CD - SCO FINAL REVIEW

6 07/01/26BID DOCUMENTS

SANITARY SEWER SERVICE

FORCEMAIN (BY OTHERS)

SCALE: 1" = 20'-0"1 UTILITY PLAN - SATTERWHITE POINT

1. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTRACTOR MAY NEED TO COORDINATE WITH NC STATE PARKS TO DETERMINE

LOCATION OF EXISTING UTILITIES DUE TO FIELD CONDITIONS. NOTIFY ENGINEER IF ANY

DISCREPANCIES ARE DISCOVERED.

2. DOMESTIC BACKFLOW TO BE FEBCO LF860 OR APPROVED EQUAL WITHIN HEATED ENCLOSURE.

REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. CONTRACTOR TO PROVIDE SHOP

DRAWING FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION.

WATER SERVICE NOTES

UTILITY PLAN -

SATTERWHITE

POINT

NOTE:

THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS PIPELINES,

RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS.

GRADING NOTE:

ELEVATIONS SHOWN ON THIS SHEET WERE PROVIDED BY SURFACE678. REFER TO L SHEETS FOR ADDITIONAL INFORMATION. BRING ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING &

INSTALLATION OF UTILITY ITEMS SHOWN ON THIS SHEET.

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDENR STANDARDS,

SPECIFICATIONS AND DETAILS.

2. WATER LINE AND WATER SERVICES TO BE INSTALLED WITH A COVER OF NO LESS

THAN 3-FT TO FINISH GRADE WITH TRACER WIRE IN ACCORDANCE WITH 2018

NCPC 306.2.4 FOR PLASTIC PIPE.

3. SANITARY SEWER SERVICES TO BE INSTALLED WITH A COVER OF NO LESS THAN

3-FT TO FINISH GRADE IN NON-TRAFFIC AREAS, 4-FT TO FINISH GRADE IN

TRAFFIC AREAS IN ACCORDANCE WITH 2018 NCPC 306.2.4 FOR PLASTIC PIPE.

4. ALL UTILITIES TO BE INSTALLED WITH THE REQUIRED CLEARANCES AS INDICATED

IN THE DRAWINGS AND SPECIFICATIONS.

5. WATERLINES AND SEWER LINES SHALL BE INSTALLED WITH A MINIMUM

HORIZONTAL CLEARANCE OF 10-FT.

6. SEWER LINES SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF

24-IN TO STORM DRAINAGE PIPES. THIS INCLUDES ALL SUB-DRAINAGE PIPES.

7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME

CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT

LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.

8. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR

TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE

DISCOVERED.

9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND

SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.

10. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NC STATE BUILDING

CODE AND OSHA REQUIREMENTS.

11. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND

STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.

12. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE

UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES.

COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- DOWNS WITH THE

OWNER.

13. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR

REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY

INSTALLATION.

14. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC (SCH 40) @1.04% MIN. SLOPE

UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN

24-IN.

15. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES

UNTIL THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF

APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY.

16. CONTRACTOR TO FIELD ADJUST PROPOSED SERVICES (WATER & SERVICE) AS

NECESSARY TO RETROFIT EXISTING SITE FEATURES. BRING ANY DISCREPANCIES

TO THE ENGINEER PRIOR TO CONSTRUCTION.

17. SEE SHEET C502 FOR ENLARGED PLAN OF SERVICE CONNECTIONS.

UTILITY NOTES

7 08/12/26ADDENDUM 037

THIS SHEET HAS BEEN REVISED FOR CONSISTENCY

WITH BACKGROUND (MATERIALS) SHOWN ON SHEET L134A.

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GENERAL NOTES

THE CONSTRUCTION SUBSYSTEMS AND PARTITION TYPES SHOWN,

INDICATE THE GENERAL CONSTRUCTION FEATURES OF THE

MAJORITY OF THE CONSTRUCTION SYSTEMS TO BE PROVIDED.

THEY ARE NOT INTENDED TO REPRESENT A COMPLETE LISTING OF

SYSTEMS REQUIRED AND DO NOT NECESSARILY INDICATE ALL IF

THE CONSTRUCTION REQUIREMENTS TO BE PROVIDED BY THE

CONTRACT DOCUMENTS

SEE REFLECTED CEILING PLANS FOR ADDITIONAL REQUIREMENTS

FOR PARTITION TYPES

REFERENCE FOR FIRE RESISTANCE & SOUND RATINGS

CCMA: CAROLINAS CONCRETE MASONRY ASSOCIATION,

CONCRETE MASONRY HANDBOOK, SOUND

CONTROL

GA: GYPSUM ASSOCIATION, FIRE RESISTANCE DESIGN

MANUAL, ELEVENTH EDITION

NCMA: NATIONAL CONCRETE MASONRY ASSOCIATION, TEK

NOTES

SA: SHINER AND ASSOCIATES

SBCC: STANDARD BUILDING CODE CONGRESS, LATEST

EDITION

UL: UNDERWRITERS LABORATORY, INC, FIRE

RESISTANCE DIRECTORY

D. WHERE FURRED/SINGLE FACED SYSTEMS OCCUR ON CONCRETE

MASONRY UNIT WALL OR PARTITION SURFACE, PROVIDE GYPSUM

BOARD TO 8" ABOVE CEILING, OR IF NO CEILING OCCURS, PROVIDE

GYPSUM BOARD TO UNDERSIDE OF DECK.

NOTES

PARTITION DESIGNATION KEY

CONCRETE MASONRY UNIT WALLS AND PARTITIONS: PROVIDE

HORIZONTAL JOINT REINFORCEMENT, VERTICAL REINFORCEMENT,

BOND BEAMS, GROUTING, AND ADDITIONAL REQUIREMENTS AS

INDICATED BY STRUCTURAL DRAWINGS AND SPECIFICATIONS.

KEEP CAVITY CLEAR OF ALL MORTAR

SEE FINISH SCHEDULE FOR LOCATION OF APPLIED FINISHES (SUCH

AS CERAMIC TILE, WALL COVERING, ETC.) THAT MAY AFFECT THE

PARTITION SURFACE AND CONSTRUCTION REQUIREMENTS

WHERE CERAMIC TILE AND CEMENTITIOUS BACKER UNIT ARE NOT

SCHEDULED TO BE FULL HEIGHT OF PARTITION, PROVIDE GYPSUM

BOARD (TYPE X @ RATED PARTITIONS) AT THOSE PORTIONS OF

THE PARTITION NOT SCHEDULED TO RECEIVE CERAMIC TILE.

CEMENTITIOUS BACKER UNIT TO BE SAME THICKNESS AS GYPSUM

BOARD

PROVIDE ACOUSTICAL SEALANT AT PERIMETER OF ALL SOUND

RATED PARTITIONS AND AT ALL PARTITION PENETRATIONS. IF

PARTITION IS FIRE RATED, PROVIDE UL LABELED FIRESTOPPING IN

PLACE OF ACOUSTICAL SEALANT. AT PARTITIONS THAT ARE SOUND

AND FIRE RATED, PROVIDE ACOUSTICAL SEALANT AT PARTITION

PENETRATIONS THAT DO NOT REQUIRE FIRESTOPPING (EXAMPLE:

DUCT PENETRATIONS WITH FIRE DAMPERS).

A3N0

PARTITION CATEGORY

PARTITION SIZE

PARTITION INSULATION

PARTITION RATING

PARTITION CATEGORY

A - METAL STUD

F - FURRING

M - MASONRY

PARTITION SIZE

PARTITION INSULATION

N - NON-INSULATED

PARTITION INSULATION

0 - NON-RATED TO 8" ABOVE CEILING, UNO

1 - 1 HOUR FIRE PARTITION

2 - 2 HOUR FIRE PARTITION

3 - 3 HOUR FIRE PARTITION

4 - 4 HOUR FIRE PARTITION

S - SMOKE PARTITION

T - TILE SUBSTRATE PARTITION

X - NON-RATED TO DECK, SEALED TOP &

BOTTOM

Y - STRUCTURE TO DECK, FIN MATL TO 4"

ABOVE CLG

7/8"

FURRING

CHANNEL

1 5/8"

METAL

STUD

2 1/2"

METAL

STUD

3 5/8"

METAL

STUD

METAL

STUD

METAL

STUD

2 1/2" C-H

STUD

METAL

STUD

METAL

STUD

4" NOM.

CMU

6" NOM.

CMU

8" NOM.

CMU

12" NOM.

CMU

M8N0

FIRE RATING UL TEST NO. STC RATING: --

N/AN/AN/A

CONCRETE SLAB ON GRADE

HORIZ. JT REINFORCING

16" OC U.N.O.

SEE STRUCTURAL FOR

ADDITIONAL

INFORMATION ON VERT.

REINFORCING BARS

REF. STRUCTURAL FOR

LOCATIONS

OF BOND BEAMS, IF

APPLICABLE

7 3/4"

M8N0-1

FIRE RATING UL TEST NO. STC RATING: --

N/AN/AN/A

CONCRETE SLAB ON GRADE

HORIZ. JT REINFORCING

16" OC U.N.O.

SEE STRUCTURAL FOR

ADDITIONAL

INFORMATION ON VERT.

REINFORCING BARS

REF. STRUCTURAL FOR

LOCATIONS

OF BOND BEAMS, IF

APPLICABLE

WOOD STUD PARTITION

ABOVE CMU TO ROOF

FINISH WITH GYPSUM

WALL BOARD PNT-0

8' - 0"

G H T

STANDING SEAM ROOF

PANEL

STANDING SEAM METAL ROOF R2

METAL ROOF PANEL,

SEAMED JOINT

STANDING SEAM METAL ROOF ON WOOD JOISTR1

UNDERLAYMENT

1/2" SUBSTRATE BOARD

ROOF JOIST (SEE

STRUCTURAL DRAWINGS

SPRAY FOAM INSULATION

PANEL CLIP

Z-PURLIN

UNFACED FIBERGLASS

INSULATION (R-30 TOTAL)

THERMAL SPACER

LONG TAB LAP LOCATION

CONTINUOUS VINYL FACING

STRUCTURAL CONCRETE

COMPACTED GRAVEL

EARTH

AIR BARRIER

TYPICAL SLAB ON GRADE CONSTRUCTIONS1

REINFORCING STEEL

RIGID INSULATION (MIN R-10

FOR 24" AT ALL PERIMETER

LOCATIONS

FIBER CEMENT / CMU WALL CONSTRUCTIONW1

5/16" FIBER CEMENT VERTICAL SIDING

2" POLYSTYRENE RIGID INSULATION

(R10ci) BETWEEN FURRING STRIPS

FLUID APPLIED AIR BARRIER

8" CMU

0' - 7 3/4"

0' - 11 3/4"

FIBER CEMENT LAP SIDING / WOOD STUD CAVITY

WALL CONSTRUCTION

5/8" PLYWOOD SHEATHING

2X6 WOOD STUD

1 LAYER 5/8" GYPSUM WALLBOARD

5/16" FIBER CEMENT VERTICAL SIDING

FLUID APPLIED AIR BARRIER

TILE PER ELEVATIONS AND

FINISH SCHEDULE

5/8" PLYWOOD SHEATHING

11 3/4"

9 1/2"

3/4" FIBER CEMENT BATTEN

FURRING STRIP EVERY 16" O.C.

FURRING STRIP

1 1/2"1 1/2"

METAL PANEL SIDING - MAINTENANCE BUILDING

CONTINUOUS VINYL FACING

METAL PANEL SIDING PER MANUFACTURER

UNFACED FIBERGLASS

INSULATION (R-20 TOTAL)

GIRT

CLIP OR SCREW PER

MANUFACTURER REQUIREMENTS

BATT INSULATION

GYPSUM WALL BOARD

M6N0

FIRE RATING UL TEST NO. STC RATING: --

N/AN/AN/A

CONCRETE SLAB ON GRADE

HORIZ. JT REINFORCING

16" OC U.N.O.

SEE STRUCTURAL FOR

ADDITIONAL

INFORMATION ON VERT.

REINFORCING BARS

M4N0

FIRE RATING UL TEST NO. STC RATING: --

N/AN/AN/A

CONCRETE SLAB ON GRADE

HORIZ. JT REINFORCING

16" OC U.N.O.

SEE STRUCTURAL FOR

ADDITIONAL

INFORMATION ON VERT.

REINFORCING BARS

3 3/4"

5 3/4"

F3N0

FIRE RATING UL TEST NO. STC RATING: --

N/AN/AN/A

FURRING SUBSTRATE

(IF APPLICABLE)

CLIP TO FURRING SUBSTRATE

2x4 WOOD STUDS 16" O.C.

1 LAYER 5/8" GYPSUM WALLBOARD

BASE AS SCHEDULED

FLOOR FINISH AS SCHEDULED

CONCRETE SLAB ON GRADE

CERAMIC TILE - REFER TO

TYPE T0

A8S0

FIRE RATING UL TEST NO. STC RATING: 47

NGC 2386----

BACKER ROD & SEALANT

ROOF SUBSTRATE

2x8 WOOD STUDS 16" O.C.

1 LAYER 5/8" GYPSUM

WALLBOARD EACH SIDE

7 1/4"

FIRE RATING UL TEST NO. STC RATING: NA

BACKER ROD & SEALANT

ROOF SUBSTRATE

WALL AS SCHEDULED

1 LAYER 5/8" GYPSUM

WALLBOARD EACH SIDE

CERAMIC TILE

8' - 0"

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

24-27518-01A

KERR LAKE

STATE

RECREATIONAL

AREA

IMPROVEMENTS

8/ /2 4:

08/13/26

A-00.01

SUBSYSTEMS &

PARTITION TYPES

6254 SATTERWHITE

POINT ROAD

t2307

CONSTRUCTION SUBSYSTEMS

PARTITION TYPES

FLOOR SYSTEMS

ROOF SYSTEMS

EXTERIOR WALL SYSTEMS

NO. DESCRIPTION DATE

1 SCHEMATIC DESIGN 06/14/24

2 DESIGN DEVELOPMENT 08/22/25

3 CD PRICING SET 01/23/26

4 CONSTRUCTION DOCUMENTS 02/04/26

5 CD - SCO FINAL REVIEW 05/08/26

6 BID DOCUMENTS 07/01/26

7 ADDENDUM 02 08/05/26

8 ADDENDUM 03 08/12/26

9 ADDENDUM 04 08/13/26

DOOR SCHEDULE NOTES

UNDERCUT DOORS AS REQUIRED BY FINAL FLOOR FINISH

PROVIDE SEALANT BETWEEN FRAME PERIMETERS AND

SURROUNDING WALL CONSTRUCTION UNLESS OTHERWISE

INDICATED.

PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR

STOREFRONT FRAME PERIMETERS AND SURROUNDING WALL

CONSTRUCTION UNLESS OTHERWISE INDICATED

GROUT FULL DOOR FRAMES IN MASONRY WALL CONSTRUCTION

REFER TO PROJECT MANUAL DIVISION 8 FOR HARDWARE

SCHEDULE

DOOR AND FRAME DETAILS INDICATE GENERAL CHARACTERISTICS

OF DOOR AND FRAME SIZES AND COMPONENTS AND MAY NOT

INDICATE EXACT FIELD CONDITIONS OR REQUIREMENTS.

COORDINATE DETAILS WITH OTHER DRAWINGS AND SPECS TO

DETERMINE ALL COMPONENTS (E.G., SEALANTS, ANCHORS,

HARDWARE, LINTELS, CLIPS) REQUIRED FOR COMPLETE AND

FUNCTIONAL INSTALLATION.

DOOR SWINGS ON FLOOR PLANS TAKE PRECEDENCE OVER

SWINGS INDICATED ELSEWHERE (E.G., ELEVATIONS).

D O

O R

S C

REF SCH

HM-1

0' - 2"

S C

REF SCH

FLUSH

KICK PLATE

LOUVER AS SCHEDULED1'

2' - 0"

1' - 6" MIN

1' - 0" MIN

UNLESS REQUIRED BY CODE

OR INDICATED OTHERWISE

WALL WHERE

OCCURS

WALL WHERE

OCCURS

FIBER CEMENT SIDING

PRESSURE TREATED WOOD

BLOCKING AT SIDING TERMINATION

5/8" PLYWOOD SHEATHING

2.5" RIGID INSULATION

TRANSITION AIR BARRIER TO

WRAP INTO ROUGH OPENING

BACKER ROD AND SEALANT AS

REQ'D.

METAL FLASHING TO COVER

SIDING TERMINATION

HOLLOW METAL FRAME

GROUTED SOLID

DOOR AS SCHEDULED

8" CMU BLOCK

AUTOMATIC DOOR CLOSER

AT DOOR HEAD

DOOR AS SCHEDULED

DOOR FRAME BEYOND

AS SCHEDULED

FINISH AS SCHEDULED

SIGNAGE NOTES

ALL ADA SIGNAGE WITH BRAILLE AND TACTILE ELEMENTS

ARE TO BE INSTALLED ON THE LATCH SIDE OF THE ENTRY

DOOR TO THE IDENTIFYING ROOM. SEE TYP SIGN

MOUNTING DETAILS ON A-07.00 FOR ADDITIONAL

INFORMATION

REFER TO A-05.00 FOR TYPICAL ROOM IDENTIFICATION

SIGNAGE LOCATIONS.

ALL SIGNAGE INDICATED AT EXTERIOR DOORS TO BE

PROVIDED WITH EXTERIOR GRADE SIGNAGE

0" M

18"

EQ EQ

1' - 6"

EQ EQ

1' - 6"

EQ EQ

DOUBLE DOOR

SINGLE DOOR

4" 2"M2

MECHANICAL

503 1"

SIGN TYPE A SIGN TYPE B

TOILET

1/ 4"

1/ 2"

3/ 4"

1/ 2"

1/ 4"

SIGN TYPE C

MENS

1/ 4"

1/ 2"

3/ 4"

1/ 2"

1/ 4"

SIGN TYPE D1

WOMENS

1/ 4"

1/ 2"

3/ 4"

1/ 2"

1/ 4"

SIGN TYPE D2

HOLLOW METAL FRAME GROUTED

SOLID

8" CMU BOND BEAM, REFER TO

STRUCTURAL FOR DETAILS

METAL FLASHING

2.5" RIGID INSULATION

5/8" PLYWOOD SHEATHING

FIBER CEMENT VERTICAL LAP SIDING

SLOPE

EXTERIOR INTERIOR

HOLLOW METAL DOOR AS

SCHEDULED

HOLLOW METAL DOOR

FRAME BEYOND

WEATHER STRIP

ALUMINUM DOOR THRESHOLD SET

IN A FULL BED OF SEALANT

STAINLESS STEEL

FLASHING

BITUMINOUS

DAMPPROOFING

SHEET TITLE

SHEET NUMBER

SHEET ISSUE

SCO ID NO.

KHA PROJECT NO.

24-27518-01A

KERR LAKE

STATE

RECREATIONAL

AREA

IMPROVEMENTS

08/13/26

A-05.00

DOOR SCHEDULE,

ELEVATIONS, AND

DETAILS

6254 SATTERWHITE

POINT ROAD

t2307

DOOR FRAME TYPES DOOR PANEL TYPES

DOOR SWING CLEARANCE

DOOR SCHEDULE

NUMBER

DOOR FRAME

SIGNAGE HDWR Description CommentsTYPE SIZE MATERIAL TYPE MATERIAL

300A F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 300B F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 300C F 2'-6" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "MECHANICAL" C PT-2 ALT #4 301A F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 301B F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 301C F 2'-6" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "MECHANICAL" C PT-2 ALT #4 302 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL C A PT-2 LOUVER IN DOOR, ALT #4 303 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL C A PT-2 LOUVER IN DOOR, ALT #4 304 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "JANITOR" C PT-2 LOUVER IN DOOR, ALT #4 305 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "ELECTRICAL" C PT-2 LOUVER IN DOOR, ALT #4 401 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 402 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL D1 B PT-2 ALT #4 403 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL C A PT-2 LOUVER IN DOOR, ALT #4 404 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "JANITOR" C PT-2 LOUVER IN DOOR, ALT #4 405 F 2'-6" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "MECHANICAL" C PT-2 ALT #4 500 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL A E PT-2 ALT #4 500A F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL A E PT-2 ALT #4 501 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL A D PT-2 ALT #4 502 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL C A PT-2 ALT #4 503 F 3'-0" x 7'-0" x 1-3/4" HOLLOW METAL HM-1 HOLLOW METAL B "MECHANICAL" C PT-2 ALT #4 504 72" x 84" HOLLOW METAL HM-1 HOLLOW METAL B "STORAGE" C PT-2 ALT #4 505 10' x 10' ROLLING OVERHEAD COILING DOOR, REFER TO

SPECS

506 10' x 10' ROLLING OVERHEAD COILING DOOR, REFER TO

SPECS

507 10' x 10' ROLLING OVERHEAD COILING DOOR, REFER TO

SPECS

508 10' x 10' ROLLING OVERHEAD COILING DOOR, REFER TO

SPECS

3" = 1'-0"

TYP. EXTERIOR HOLLOW METAL JAMB6 DOOR CLOSER DETAIL

3" = 1'-0"

TYP. INTERIOR HOLLOW METAL DOOR THRESHOLD2

SIGN MOUNTING DETAILS

6" = 1'-0"

SIGN TYPES5

3" = 1'-0"

TYP. HOLLOW METAL HEAD DETAIL4

3" = 1'-0"

TYP. EXTERIOR DOOR THRESHOLD7

NO. DESCRIPTION DATE

1 SCHEMATIC DESIGN 06/14/24

2 DESIGN DEVELOPMENT 08/22/25

3 CD PRICING SET 01/23/26

4 CONSTRUCTION DOCUMENTS 02/04/26

5 CD - SCO FINAL REVIEW 05/08/26

6 BID DOCUMENTS 07/01/26

9 ADDENDUM 04 08/13/26

Image

CE132-1 KERR LAKE NUTBUSH NORTH EROSION CONTROL PLAN_Addendum03

CU132-1 KERR LAKE NUTBUSH NORTH UTILITY PLAN_Addendum03

CE134A KERR LAKE SATTERWHITE PT EROSION CONTROL PLAN_Addendum03

CU134A KERR LAKE SATTERWHITE PT UTILITY PLAN_Addendum03

t2307_Kerr Lake_v24

A-00.01 - SUBSYSTEMS & PARTITION TYPES

A-05.00 - DOOR SCHEDULE, ELEVATIONS, AND DETAILS

File details come from the government source that posted it. Updated Aug 17, 2026.