4851-01-26 General Services Construction Documents.pdf

PDF 41 MB Posted May 6, 2026

Attached to: General Services Expansion
Solicitation number: 10474851-01-26A
Issued by: Lee County, North Carolina

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Written by GovTribe AI · May 7, 2026

Lee County General Services Building Expansion - Construction Documents

This file comprises the General Services Construction Documents for the Lee County General Services Building Expansion project located at 805 South 5th Street, Sanford, North Carolina 27330. The project involves the design and construction of a 2,353 square foot addition to the existing 5,669 square foot Lee County General Services Building. The expansion includes 13 office spaces, two toilet rooms, a training room, kitchenette, storage area, waiting area, corridors, and an entry vestibule. The construction documents include comprehensive architectural, structural, civil, plumbing, mechanical, electrical, and fire alarm design drawings prepared by Moseley Designs (Project No. 4851-01-26) and dated April 8, 2026, with civil engineering by Withers Ravenel. The project encompasses site planning, grading, drainage, erosion and sediment control, landscape improvements, foundation design, roof framing, wall assemblies, building systems, and all associated utilities. The finished floor elevation is established at 382.63 feet, with a building height of approximately 24 feet to the roof.

The construction documents detail extensive technical specifications and design parameters including a 2,000 PSF allowable bearing capacity for footings on undisturbed soil, 4-inch concrete slab-on-grade with welded wire fabric reinforcement, cold-formed steel framing for roof trusses and wall construction, intermediate reinforced masonry shear walls, and a standing seam metal roof matching the existing adjacent building. Electrical service is provided at 120/208 volts, three-phase, 60 hertz with a 400-ampere main circuit breaker panel fed from an existing transformer. The project includes provisions for two packaged air handling units with DX cooling and indirect gas heating, exhaust fans in toilet rooms, and hot water heating with recirculating circulation pump. Building envelope construction incorporates an air barrier system utilizing sprayed polyurethane foam and air barrier transition membranes to prevent air infiltration. The site development includes 25,000 square feet of limits of disturbance with erosion and sediment control measures including silt fence, check dams, permanent diversions, and landscape buffer plantings. Special inspections are required for structural steel welding, concrete placement, masonry construction, and soils work in accordance with the North Carolina Building Code and applicable standards.

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File	Type	Posted
4851-01-26 Addendum No. 1.pdf	PDF	May 6, 2026
4851-01-26 Addendum No. 2.pdf	PDF	May 6, 2026
4851-01-26 Lee Co General Services Bldg Renov.pdf	PDF	May 6, 2026

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SOUTH 5TH ST

SOUTH 7TH ST

RAY AVE

SITE

S 5TH ST

S 7TH ST

RAY AVE

S 3RD STCHATHAM ST

SHORT ST

S HORNER BLVD

S 4TH ST

W R

OSE

S T

MCI

OSH

S T

MAK

GRAY

AUSTIN STALC

OTT ST

GOLDSBORO AVE

SITE

M O

O M

N . W

T, S U

H , N

O R

N E

) 8

-0

MOSELEYDESIGNS.COM

911 N. WEST STREET, SUITE 205 RALEIGH, NORTH CAROLINA 27603

PHONE (919) 840-0091

THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL.

IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF WORK.

VICINITY MAP LOCATION MAP

DRAWING INDEX - VOLUME 1

PROJECT NO:

DATE:

5/ 4/

P M

COVER

ILD

-01 -26

5 S

5T H

, S

, N

LEE COUNTY GENERAL SERVICES BUILDING EXPANSION

LEE COUNTY

SANFORD, NC

805 SOUTH 5TH STREET, SANFORD, NC 27330

CONSTRUCTION DOCUMENTS

651939

APRIL 8, 2026

G0.1

GENERAL

G0.1 COVER

G2.1 GENERAL INFORMATION - AIR BARRIER

LIFE SAFETY

LS1.1 APPENDIX B

LS1.2 LIFE SAFETY INFORMATION

CIVIL

C0.00 CIVIL - COVER SHEET

C0.01 GENERAL NOTES

C1.00 EXISTING CONDITIONS

C1.01 BOUNDARY & TOPO SURVEY

C1.10 DEMOLITION PLAN

C2.00 SITE PLAN

C3.00 UTILITY PLAN

C5.00 GRADING, DRAINAGE, & ESC PLAN

C9.01 SITE DETAILS

C9.02 UTILITY & EROSION CONTROL DETAILS

C9.03 EROSION CONTROL DETAILS

LANDSCAPE

L2.00 LANDSCAPE PLAN

L9.00 LANDSCAPE DETAILS

ARCHITECTURAL

A0.1 GENERAL ARCHITECTURAL INFORMATION

A0.2 WALL/PARTITION TYPES, WALL JOINTS AND TERMINATIONS

A1.0 ARCHITECTURAL SITE PLAN

A1.1 CANOPY AND SITE DETAILS

A2.1 FIRST FLOOR PLAN & REFLECTED CEILING PLAN

A3.0.1 FINISH SCHEDULE & ELEVATIONS

A3.1.1 DOOR, WINDOW FRAME SCHEDULE AND DETAILS

A4.1.1 BUILDING ELEVATIONS

A5.0.1 BUILDING SECTIONS

A5.1.1 WALL SECTIONS AND DETAILS

A7.1.1 TOILET ASSEMBLIES, SCHEDULE AND ENLARGED PLANS

A10.1 ROOF PLAN

WITHERS RAVENEL CIVIL ENGINEER

115 MacKenan Drive CARY, NC

INTERIORS

FE2.1 FURNITURE PLAN

STRUCTURAL

S0.0.1 GENERAL NOTES AND LEGENDS

S0.0.2 SCHEDULE OF SPECIAL INSPECTIONS

S0.0.3 WIND PRESSURE

S1.1.1 FOUNDATION PLANS

S2.0.1 ROOF FRAMING PLANS

S3.0.1 TYPICAL FOUNDATION DETAILS

S4.0.1 TYPICAL FRAMING DETAILS

PLUMBING

P0.1 PLUMBING LEGENDS, ABBREVIATIONS AND GENERAL NOTES

P2.1 FOUNDATION PLAN - PLUMBING

P2.2 FLOOR PLAN - SANITARY WASTE PIPING

P2.3 FLOOR PLAN - DOMESTIC WATER PIPING

P5.1 PLUMBING DETAILS

P7.1 PLUMBING ISOMETRICS

MECHANICAL

M0.1 LEGENDS, ABBREVIATIONS AND GENERAL NOTES

M0.2 SCHEDULES

M2.1 FLOOR PLAN

M5.1 DETAILS

ELECTRICAL

E0.1 LEGENDS, ABBREVIATIONS AND GENERAL NOTES

E2.1 FLOOR PLAN

E4.1 DETAILS

E4.2 DETAILS

E5.1 POWER ONE-LINE DIAGRAM

REVISIONS

DATE DESCRIPTION

AT SPF CONDITIONS AT NON-SPF CONDITIONS

REFER TO PLANE

OF SLAB-ON-

GRADE THIS

DRAWING

15 15

REFER TO PLANE OF

ROOF DETAIL THIS

DRAWING

PLAN OR SECTION VIEW

PARAPET WALL INNER WYTHE

EXTENT OF AIR BARRIER

MEMBRANE / MATERIAL / SYSTEM

AND EXTERIOR BUILDING ENVELOPE

ENCLOSURE

FLOOR PLAN/BUILDING SECTION LEGEND

THIS DRAWING DEPICTS THE EXTENT OF THE AIR BARRIER MEMBRANE / MATERIAL / SYSTEM AND EXTERIOR BUILDING ENVELOPE ENCLOSURE. THE DRAWING IS CONCEPTUAL IN NATURE AND IS COMPLEMENTARY TO OTHER AIR BARRIER AND

BUILDING ENVELOPE ENCLOSURE DETAILS, SECTIONS, ASSEMBLIES, AND SPECIFICATIONS.

THE UNDERSLAB VAPOR / AIR BARRIER MATERIAL IN ASSOCIATION WITH THE AIR BARRIER MEMBRANE / MATERIAL ON THE WALLS AND ROOF COMPOSE THE EXTERIOR BUILDING ENVELOPE ENCLOSURE TO PREVENT AIR INFILTRATION AND

EXFILTRATION.

THE EXTERIOR BUILDING ENVELOPE ENCLOSURE MAY EXTEND WITHIN EXTERIOR WALLS WHERE THE INTERIOR AND EXTERIOR ENVIRONMENTS ARE NOT SEPARATED (E.G., MECHANICAL AND ELECTRICAL ROOMS, STAIRS, ELEVATORS, AND SIMILAR UNCONDITIONED SPACES). IN SUCH AREAS, MAINTAIN AIR BARRIER CONTINUITY AT THE PARTITIONS SEPARATING THEM FROM CONDITIONED SPACES, SEALING ALL PENETRATIONS, VOIDS, AND GAPS FROM FLOOR TO DECK ABOVE.

WHERE SUCH AREAS HAVE PAINTED MASONRY PARTITIONS WITH ADJACENT, SUSPENDED CEILINGS, CONTINUE PAINT

FINISH ABOVE CEILINGS FULL HEIGHT TO DECK.

REFER TO EDGE OF

SLAB-ON-GRADE THIS

DRAWING

O F

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

M O

O M

5/ 4/

P M

GENERAL

INFORMATION - AIR

BARRIER

ILD

-01

-26

G2.1

5 S

5T H

, S

, N

651939

APRIL 8, 2026

NO SCALE

PLANE OF ROOF

NO SCALE

PLANE OF SLAB-ON-GRADE

NO SCALE

PLANE OF EXTERIOR WALL

NO SCALE

EDGE OF SLAB-ON-GRADE

NO SCALE

EXTERIOR WALL JOINTS

NO SCALE

WALL PENETRATIONS

NO SCALE

ROOF TO WALL

REFER TO ROOF ASSEMBLIES FOR

ADDITIONAL INFORMATION

REFER TO WALL ASSEMBLIES FOR

ADDITIONAL INFORMATION

REFER TO SLAB-ON-GRADE BOUNDARY

CONDITIONS FOR ADDITIONAL INFORMATION

REFER TO WALL ASSEMBLIES AND JOINT

TYPES FOR ADDITIONAL INFORMATION

REFER TO ROOF AND WALL ASSEMBLIES

FOR ADDITIONAL INFORMATION

REFER TO WALL SECTIONS, WALL ASSEMBLIES, AND

BASE OF WALL DETAIL FOR ADDITIONAL INFORMATION

NO SCALE

DISSIMILAR MATERIALS

NO SCALE

PARAPET

REFER TO WALL SECTIONS AND WALL

ASSEMBLIES FOR ADDITIONAL INFORMATION

NO SCALE

FOOTING/FOUNDATION

NO SCALE

ROOF PENETRATIONS

REFER TO ROOF ASSEMBLIES FOR

ADDITIONAL INFORMATION

APPLIES TO THIS DRAWING

1 SPF AIR BARRIER

2 VAPOR/AIR BARRIER MEMBRANE

3 AIR BARRIER TRANSITION STRIP

4 AIR BARRIER TRANSITION STRIP AROUND ENTIRE PENETRATION

5 AIR BARRIER MEMBRANE - LAP AND CONTINUE UP AND OVER PARAPET

6 VAPOR/AIR BARRIER MEMBRANE - TURN UP, PROVIDE CONTINUOUS AIR-TIGHT

SEAL AND ADHERE TO WALL AND TERMINATE PER MFR INSTRUCTIONS

7 VAPOR/AIR BARRIER MEMBRANE - EXTEND UP FACE OF WALL, PROVIDE

CONTINUOUS AIR-TIGHT SEAL AND ADHERE TO WALL, THEN CUT OFF FLUSH WITH

TOP OF SLAB

8 ROOF DECK

9 FULLY SEAL BETWEEN INSULATION AND PENETRATION ITEM

10 ROOF INSULATION

11 SUBSTRATE BOARD

12 POROUS FILL

13 EXTERIOR WALL INNER WYTHE

14 COPING - OUTLINE MAY VARY

15 CAVITY INSULATION

16 JOINT WIDTH VARIES

17 DAMPPROOFING

18 SLAB-ON-GRADE

19 FACE OF WALL, SHEATHING OR VERTICAL ELEMENT

20 DISSIMILAR MATERIALS

21 PENETRATING ITEM

22 MATERIAL OR WALL BEING PENETRATED

23 GROUTED SOLID MASONRY - SERVES AS AIR BARRIER

24 AIR BARRIER SYSTEM

25 ROOF MEMBRANE

AIR BARRIER PLAN

AIR BARRIER SECTION

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

M O

O M

5/ 4/

P M

APPENDIX B

ILD

-01

-26

LS1.1

5 S

5T H

, S

, N

651939

APRIL 8, 2026

KEY PLAN

2, 353 SF

LIFE SAFETY SYMBOL LEGEND

APPLIES TO LS SERIES OF DRAWINGS ONLY

DESIGNATOR MATRIX SYMBOLS

4 HR FIRE

3 HR FIRE

2 HR FIRE

1 HR FIRE

½ HR FIRE

WALL

SMOKE

INCIDENTAL

BARRIER PARTITION

RATED BEARING OR

NON-BEARING WALL

NOTES:

1. WALL DESIGNATIONS ON THE LS SERIES OF DRAWINGS ARE FOR

GRAPHICAL PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL

WALL/PARTITION CONSTRUCTION.

2. REFER TO THE CONTRACT DOCUMENTS, INCLUDING THE LIFE SAFETY

SYMBOLS LEGEND AND A0, A1 AND, A2 SERIES OF DRAWINGS, FOR

ACTUAL WALL/PARTITION TYPES AND CONSTRUCTION REQUIREMENTS.

3. RATING OF BEARING OR NON-BEARING WALLS ARE PER TABLE 601

AND SECTION 602.1 AND DO NOT REQUIRE PROTECTED OPENINGS.

798 1280

DIRECTION OF EGRESS

EGRESS LOAD CAPACITY

NUMBER OF OCCUPANTS

DIRECTION OF EGRESS

EGRESS LOAD CAPACITY

NUMBER OF OCCUPANTS

EXIT ACCESS TRAVEL DISTANCE

COMMON PATH OF TRAVEL

FIRE EXTINGUISHER CABINET

174'-9" nDFW

DOUBLE FIRE WALL

DFW = DOUBLE

FIRE WALL

'n' =

RATING IN

HOURS

NOTE: RATINGS MAY VARY,

REFER TO A0.2 FOR ACTUAL

RATINGS OF FIRE WALLS

COMPOSING THE DOUBLE

FIRE WALLS

SMOKE-TIGHT

74'-9"

CPOT

DENOTES WHICH ROOMS ARE

USING AN EXIT

DENOTES WHICH ROOMS ARE

USING AN EXIT

NEW WALL IS LOCATED 12' FROM EXISTING BUILDING WALL,

NO EXTERIOR FIRE RATING REQUIRED PER TABLE 602, IBC.

36" MIN.

155 SF

OFFICE

2 OCC 121 SF

ADMIN OFFICE

2 OCC

122 SF

OFFICE

2 OCC

122 SF

OFFICE

2 OCC

122 SF

OFFICE

2 OCC

146 SF

OFFICE

2 OCC

127 SF

OFFICE

2 OCC

125 SF

OFFICE

2 OCC

33 SF

STORAGE

66 SF

TOILET

66 SF

TOILET

102 SF

KITCHENETTE

& PRINTER

2 OCC

430 SF

TRAINING

ROOM

29 OCC

EXISTING TO REMAIN

EXISTING EGRESS PATH AND EXISTING

DOORS NOT CHANGED

EXISTING DOOR AND

EGRESS PATH NOT

CHANGED

EXISTING DOOR

AND EGRESS

PATH NOT

CHANGED

EXISTING DOOR

AND EGRESS

PATH NOT

CHANGED

12'-0" FROM EXISTING BUILDING

87 SF

WAITING AREA

185 SF

CORRIDOR

53' - 2"

61' - 5"

IMAGINARY LOT LINE,

10' PERPENDICULAR

TO BUILDING

IMAGINARY LOT LINE,

10' PERPENDICULAR

TO BUILDING

2 180 2 180

2 180

29 180

178 SF

CORRIDOR

2,353 SF

Area (NEW)

5,669 SF

Area

EXISTING

REMAIN

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

M O

O M

5/ 4/

P M

LIFE SAFETY

INFORMATION

ILD

-01

-26

LS1.2

5 S

5T H

, S

, N

651939

APRIL 8, 2026

LIFE SAFETY KEY PLAN

LIFE SAFETY - FACILITY TOTAL AREA

2,375 AREA (SF)

Area 5669

Area (NEW) 2353

LIFE SAFETY - HEIGHT

BUILDING SPRINKLERED

ALLOWABL

E STORIES

ALLOWABLE

HEIGHT

ALLOWABLE

STORIES

ACTUAL

HEIGHT

ACTUAL

STORIES

1 No 3 55'-0" 3 24'-0" 1 2 No 3 55'-0" 3 19'-0" 1

1/4" = 1'-0"

FIRST FLOOR PLAN - LIFE SAFETY

CODE SUMMARY - LEE COUNTY GENERAL SERVICES EXPANSION

TABLE 602

FIRE SEPARATION DISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE 10< x <30 OCCUPANCY GROUP B, 0 HOUR SEPARATION REQUIRED.

NEW BUILDING WILL BE 12' FROM EXISTING BUILDING, NO RATING REQUIRED FOR EXTERIOR WALL.

TABLE 705.8

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION.

TOTAL EXTERIOR WALL IS 607.4 SF x 0.15 = 91.1 SF WINDOW AREA ALLOWED.

THREE 3'-4"W x 4'-0"L IN FLOOR PLAN = A TOTAL AREA OF 43.2 SF IS SHOWING IN PLAN, EQUIVALENT TO 6.6%.

1029.8 EXCEPTION: FOR AREAS SERVING LESS THAN 50 OCCUPANTS, THE COMMON PATH OF TRAVEL SHALL NOT EXCEED 75 FEET.

1029.9.1 MINIMUM CLEAR WIDTH FOR AISLES SHALL COMPLY WITH ONE OF THE FOLLOWING: 4. FORTY TWO INCHES FOR LEVEL OR RAMPED AISLES HAVING SEATING ON BOTH SIDES. EXCEPTION: THIRTY-SIX INCHES WHERE THE AISLE SERVES LESS THAN 50 SEATS.

705.3 FOR PURPOSES OF DETERMINING THE REQUIRED WALL AND OPENING PROTECTION, PROJECTIONS AND ROOF-COVERING REQUIREMENTS, BUILDINGS ON THE SAME LOT SHALL BE ASSUMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. WHERE A NEW BUILDING IS TO BE ERECTED ON THE SAME LOT AS AN EXISTING BUILDING, THE LOCATION OF THE ASSUMED IMAGINARY LINE WITH RELATION TO THE EXISTING BUILDING SHALL BE SUCH THAT THE EXTERIOR WALL AND OPENING PROJECTION OF THE EXISTING BUILDING MEET THE CRITERIA SET FORTH IN SECTIONS 705.5 AND 705.8.

NOTE: EXISTING BUILDING IS TYPE II CONSTRUCTION.

1020.1 Footnote F: EXIT ACCESS CORRIDORS ARE NOT REQUIRED TO BE RATED ON ANY SINGLE TENANT FLOOR OR IN ANY SINGLE TENANT SPACE, IF 1-HOUR FIRE-RESISTANCE-RATED/FLOOR/CEILING ASSEMBLIES ARE PROVIDED IN MULTISTORY BUILDINGS AND FIRE PARTITIONS ARE PROVIDED BETWEEN OTHER TENANT SPACES ON THE SAME FLOOR. THE STRUCTURE SUPPORTING SUCH FLOOR/CEILING ASSEMBLIES AND FIRE PARTITIONS IS NOT REQUIRED TO BE

RATEDIN TYPES IIB, IIIB AND VB CONSTRUCTION.

1. WALLS SHALL RETAIN THEIR RATINGS WITH ANY PENETRATIONS ADDED

2. ALL EXISTING FIRE RATINGS AND EGRESS PATHS SHALL BE MAINTAINED DURING CONSTRUCTION.

LIFE SAFETY GENERAL NOTES

OCCUPANCY SCHEDULE

SPACE

NUMBER SPACE NAME

USE

CLASSIFICATION

USED TO DETERMINE

OCCUPANCY FACTOR ONLY

FLOOR AREA

PER OCCUPANT

AREA OCCUPANCY LOAD

SF GROSS NET TABULAR ACTUAL DESIGN

05 OFFICE B BUSINESS AREA 100 SF 155 ● 2 2 2

06 ADMIN OFFICE B BUSINESS AREA 100 SF 121 ● 2 2 2

07 OFFICE B BUSINESS AREA 100 SF 122 ● 2 2 2

08 OFFICE B BUSINESS AREA 100 SF 122 ● 2 2 2

09 OFFICE B BUSINESS AREA 100 SF 122 ● 2 2 2

10 OFFICE B BUSINESS AREA 100 SF 146 ● 2 2 2

11 OFFICE B BUSINESS AREA 100 SF 127 ● 2 2 2

12 OFFICE B BUSINESS AREA 100 SF 125 ● 2 2 2

13 TRAINING ROOM A3 ASSEMBLY,

UNCONCENTRATED

15 SF 430 ● 29 29 29

16 KITCHENETTE & PRINTER B BUSINESS AREA 100 SF 102 ● 2 2 2

KEY PLAN

LS AREA PLAN

- EXISTING

(EXISTING)

O H

OHE

O O

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

OHE

G G

S. 7th STREET

RAY AVENUE

o o oo o o D

NO R T H C A R O L INA

J A C L Y N A D R I A T IC

OFESSIONAL

E N G I N E E R

SEAL

056077

GRAPHIC SCALE

1 inch = 60 ft.

LEE COUNTY PROJECT NO. TBD

PARCEL PIN NO. 9652-08-7020, 9652-08-8390

TOTAL PARCEL AREA (ACRES) 7.06

RIVER BASIN CAPE FEAR

EXISTING ZONING & LAND USE LIGHT INDUSTRIAL/ OFFICE & INSTITUTIONAL

PROPOSED USE LIGHT INDUSTRIAL/ OFFICE & INSTITUTIONAL

EXISTING IMPERVIOUS AREA 13,600 SF / 0.31 AC

PROPOSED ADDITIONAL

IMPERVIOUS AREA 3,150 SF / 0.07 AC

LIMITS OF DISTURBANCE 25,000 SF / 0.57 AC

R j:\

4-m os el ey le e co un ty g en er al s er vi ce s ex pa ns io n\

\d ra w in g se ts \s ite p la n\

C0 .0

.d w g- W ed ne sd ay

, A pr il

, 2

APRIL 30, 2026

SITE

N.T.S.

805 S 5TH ST | SANFORD, NC 27330 | LEE COUNTY

ou r p eo pl e y ou r s uc ce ss

PARCEL DATA

SITE DATA TABLE

SURVEY BENCHMARK

BENCHMARK IS LOCAL TO SITE.

SEE SHEET C1.01 FOR BENCHMARK INFORMATION.

VERTICAL DATUM BASED ON NAVD 88.

PREPARED BY:CONTACT LIST:

FINAL DRAWING

FOR REVIEW PURPOSES ONLY

NOT RELEASED FOR CONSTRUCTION

DEVELOPER:

MOSELEY ARCHITECTS

911 N West St #205 Raleigh, NC 27603

PHONE #: 919.840.0091

INITIAL PLAN DATE: 04/30/2026

LEE COUNTY

GENERAL SERVICES

BUILDING EXPANSION

CONSTRUCTION PLANS

Lee County

General Services Building Expansion

WR PROJECT NO. 25-0734

MUNI PRO NO: Muni Proj. No.

ARCHITECT

MILLS, BRIGITTA R.A.

MOSELEY INC.

911 NORTH WEST STREET SUITE 205

RALEIGH, NORTH CAROLINA 27603

919-840-0091

BRIGITTAM@MOSELEYDESIGNS.COM

PIN:

OWNER:

REAL ESTATE ID:

ADDRESS:

AREA:

ZONING:

PIN:

OWNER:

REAL ESTATE ID:

ADDRESS:

AREA:

ZONING:

9652-08-7020-00

LEE COUNTY

617 FIFTH ST

LIGHT INDUSTRIAL

5 ACRES

N/A

9652-08-8390-00

LEE COUNTY

0 SEVENTH ST

OFFICE & INSTITUTIONAL

2.06 ACRES

N/A

137 S Wilmington Street | Suite 200 | Raleigh, NC 27601 License #: F-1479 | t: 919.469.3340 | www.withersravenel.com

WithersRavenelWithersRavenel 115 MacKenan Drive Cary, NC 27511 919-469-3340

PROJECT ENGINEER

ADRIATICO, JACLYN P.E.

JADRIATICO@WITHERSRAVENEL.COM

S 7TH

STREET

RAY AVENUE

GOLDSBORO AVENUE

S 5TH STREET

INDEX OF SHEETS

Sheet Number Sheet Title

C0.00 COVER

C0.01 GENERAL NOTES

C1.00 EXISTING CONDITIONS

C1.01 BOUNDARY & TOPO SURVEY

C1.10 DEMOLITION PLAN

C2.00 SITE PLAN

C3.00 UTILITY PLAN

C5.00 GRADING, DRAINAGE, & ESC PLAN

C9.01 SITE DETAILS

C9.02 UTILITY & STORM DETAILS

C9.03 EROSION CONTROL DETAILS

L2.00 OVERALL LANDSCAPE PLAN

L9.00 LANDSCAPE DETAILS

Docusign Envelope ID: 0E76CBF5-4A56-806F-80D2-980246F75322

4/30/2026

SURVEY NOTES:

1. THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING SURVEY:

a. COORDINATE SYSTEM: NORTH CAROLINA STATE PLANE FOOT

b. PROJECT HORIZONTAL DATUM: NAD 83/2011

c. VERTICAL DATUM: NAVD 88

d. COORDINATE UNITS: US SURVEY FEET

e. VERTICAL UNITS: US SURVEY FEET

2. PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY SHOWN AS PROVIDED BY WITHERSRAVENEL, DATED 01/08/2026.

3. WETLANDS, STREAMS, AND RIPARIAN BUFFERS SHOWN AS PROVIDED BY WITHERSRAVENEL, DATED 12/26/2025 VIA GPS, LEE COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION. NO WETLANDS WERE IDENTIFIED WITHIN THE PROJECT AREA.

4. PROPERTY DOES NOT FALL WITHIN FEMA FLOODPLAIN PER FEMA FIRM 3710965200J, EFFECTIVE DATE 09/06/2006.

5. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING: UNDERGROUND STORAGE FACILITIES, UNDERGROUND UTILITIES, GRAVES, CEMETERIES, BURIAL GROUNDS, HAZARDOUS WASTE DEPOSITS OR MATERIALS.

6. THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY WITHERSRAVENEL ON 01/08/2026 AND THOSE MARKS WERE FIELD LOCATED BY WITHERSRAVENEL ON 01/21/2026. THE ACCURACY OF THE FIELD MARKED UNDERGROUND UTILITIES IS ± 24 INCHES, UNLESS OTHERWISE INDICATED. THE DEPTH OF THESE UTILITIES IS UNKNOWN, UNLESS OTHERWISE INDICATED.

7. SURVEY CONTROL POINTS PROVIDED IN NC STATE PLANE COORDINATES. THE PROPOSED COORDINATES ARE GROUND COORDINATES. THE CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR ANY CONVERSIONS NEEDED FOR THE STAKEOUT OF THE

PROPOSED GROUND COORDINATES SHOWN.

8. THE CONTRACTOR SHALL ESTABLISH ADDITIONAL CONTROLS THAT MAY BE NEEDED THROUGHOUT THE PROJECT.

GENERAL NOTES:

1. WORK ON THIS PROJECT MUST CONFORM TO THE LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LEE COUNTY STANDARDS AND SPECIFICATIONS, GEOTECHNICAL REPORTS, AND ANY OTHER APPLICABLE DESIGN STANDARDS AT THE TIME OF PLAN APPROVAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT WILL GOVERN, UNLESS OTHERWISE NOTED IN THESE PLANS.

2. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED THEMSELVES WITH THE

EXISTING CONDITIONS PRIOR TO SUBMITTING A BID AND COMMENCING WORK.

3. ANY DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS MUST BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING AND PRIOR TO BIDDING IF APPLICABLE. WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT WRITTEN CLARIFICATION FROM THE ENGINEER AND APPROVAL BY OWNER WILL BE DONE AT THE CONTRACTOR'S RISK AND EXPENSE.

4. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY DURING CONSTRUCTION. WORK MUST COMPLY WITH MUNICIPAL, COUNTY AND STATE REGULATIONS, AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

CONTRACTOR MUST COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND

HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OSHA ACT.

5. THE CONTRACTOR MUST CALL “811” FOR PROPER IDENTIFICATION OF EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO ANY

DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY.

6. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING, AND SUBSEQUENTLY PROTECTING, PUBLIC AND PRIVATE UTILITIES (SHOWN OR NOT SHOWN) THAT LIE IN OR ADJACENT TO THE PROJECT SITE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED TO THE UNDERGROUND UTILITIES. NOT ALL UTILITIES AND FACILITIES ARE NECESSARILY

SHOWN. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE MAY BE REQUIRED.

7. ANY UTILITIES AND EXISTING SITE ELEMENTS (I.E. SIGNS, ROADWAYS, PATHS, STRUCTURES, NATURAL VEGETATION, OTHER EXISTING PROPERTY ITEMS, ETC.) DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S WORKERS OR EQUIPMENT MUST BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, UTILITY OWNER, REGULATORY AGENCY, AND

ENGINEER.

8. THE CONTRACTOR MUST MAKE EVERY EFFORT TO PRESERVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A NORTH CAROLINA LICENSED LAND SURVEYOR MUST REPLACE, AT THE CONTRACTOR'S EXPENSE, PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND

CONSTRUCTION STAKES DESTROYED BY THE CONTRACTOR.

9. THE CONTRACTOR MUST PLAN AND CONSTRUCT WORK IN ORDER TO CAUSE MINIMUM DISTURBANCE TO THE OWNER, ADJACENT PROPERTIES AND THE PUBLIC. CONTRACTOR MUST COORDINATE WITH AND OBTAIN APPROVAL FROM STATE AND LOCAL

REGULATORY AGENCIES ON TRAFFIC CONTROL PLANS.

10. ADJACENT STREETS AND SIDEWALKS MUST BE MAINTAINED IN AN UNOBSTRUCTED, CLEAN CONDITION, MUD AND DUST-FREE.

11. THE CONTRACTOR MUST REPLACE WITH NEW, DRIVEWAY PIPES AND OTHER DRAINAGE PIPES/CULVERTS THAT ARE DISTURBED WHILE INSTALLING THE UTILITIES. NEW PIPE/CULVERTS MUST MEET THE REQUIREMENTS OF NCDOT.

12. ROADWAY DITCHES DISTURBED DURING CONSTRUCTION MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION OR BETTER AND CONFORM TO NCDOT REQUIREMENTS OR AUTHORITIES HAVING JURISDICTION. DITCHES MUST BE LINED WITH EROSION CONTROL

MATTING UNLESS OTHERWISE NOTED.

13. EXCAVATED MATERIAL MUST BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY INSTALLATION. THE CONTRACTOR MUST PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN-OFF. EXCESS EXCAVATED

MATERIAL MUST BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY.

14. THE CONTRACTOR MUST HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS THE REQUIRED PERMIT APPROVALS AND

EXECUTED EASEMENTS ON THE JOB SITE DURING CONSTRUCTION ACTIVITIES.

15. CONSTRUCTION STAKEOUT FOR THIS PROJECT MAY BE PERFORMED BY THE CONTRACTOR, USING A DIGITAL (CADD) FILE PROVIDED BY THE ENGINEER. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE CRITICAL STAKING DIMENSIONS SHOWN ON THIS PLAN (I.E. PAVEMENT WIDTHS, CURB RADII, BUILDING SETBACKS, BUILDING FOOTPRINTS, ETC.). ANY MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED BY THE ENGINEER

WILL RENDER IT VOID.

16. THE CONTRACTOR MUST FURNISH AND INSTALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDINGS AS SHOWN ON THE PLANS. THE PAVEMENT MARKING MATERIALS MUST ADHERE TO NCDOT STANDARDS, UNLESS NOTED OTHERWISE.

17. THE CONTRACTOR MUST COMPLY WITH MUTCD, LEE COUNTY, AND NCDOT REQUIREMENTS, AS APPLICABLE RELATED TO TRAFFIC

CONTROL DEVICES AND STREET SIGNS.

18. ACCESSIBLE ROUTES AND PARKING AREAS MUST BE PROVIDED IN ACCORDANCE WITH THE CURRENT NORTH CAROLINA BUILDING

CODE AND ADA STANDARDS FOR ACCESSIBLE DESIGN.

19. THE CONTRACTOR MUST INSTALL A SEALED EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS BACK OF CURB OR BUILDING

FOUNDATION.

20. THE CONTRACTOR MUST EMPLOY AND PAY FOR SERVICES OF AN INDEPENDENT TESTING AGENCY OR LABORATORY ACCEPTABLE TO

OWNER TO PERFORM SPECIFIED TESTING.

21. THE CONTRACTOR MAY INSTALL PVC SLEEVES UNDER PAVEMENT AREAS FOR POWER, TELECOM, AND OR IRRIGATION LINES PRIOR TO

PAVING FOR THE INSTALLATION OF THESE UTILITIES.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AS-BUILT DRAWINGS OF THE WATER, SANITARY SEWER, STORM SEWER, AND STORMWATER CONTROL MEASURE(S), AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION IN BOTH PDF AND CAD FORMATS PREPARED BY A PROFESSIONAL LAND SURVEYOR BEING LICENSED IN THE STATE OF THE PROJECT.

DEMOLITION NOTES:

1. THE CONTRACTOR MUST COORDINATE WITH THE OWNER AND UTILITY OWNER TO PROPERLY MAINTAIN, REMOVE OR RELOCATE

EXISTING UTILITY SERVICE CONNECTIONS WHEN NECESSARY.

2. THE CONTRACTOR MUST NOTIFY SURROUNDING NEIGHBORS ABOUT ANY POTENTIAL INTERRUPTION TO SERVICE OF ANY KIND.

3. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION MUST BE MAINTAINED, PROTECTED AND UNDISTURBED DURING

CONSTRUCTION ACTIVITIES.

4. THE CONTRACTOR MUST PROTECT ADJACENT PROPERTY, STRUCTURES AND UTILITIES. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES WILL BE AT THE CONTRACTOR'S EXPENSE AND MUST BE REPLACED BY THE CONTRACTOR TO THE

SATISFACTION OF THE OWNER.

5. MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED AND MUST BE PROPERLY DISPOSED OF OFF-SITE.

6. SAW CUTS OF EXISTING PAVEMENTS, CURBS, GUTTERS AND SIDEWALKS MUST PRODUCE A NEAT VERTICAL EDGE.

7. DEMOLITION WORK MUST BE DONE IN STRICT ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION.

8. APPLICABLE PERMITS REQUIRED FOR THE DEMOLITION WORK WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PRIOR

TO THE START OF DEMOLITION ACTIVITIES.

9. THE CONTRACTOR IS RESPONSIBLE FOR PHASING DEMOLITION IN THE APPROPRIATE SEQUENCE IN ORDER TO MAINTAIN ACCESS TO

ADJACENT BUILDINGS, PARKING LOTS, ETC.

STORM DRAINAGE NOTES:

1. CONSTRUCTION AND MATERIALS MUST BE IN ACCORDANCE WITH CURRENT LEE COUNTY STANDARDS AND NCDOT STANDARD

SPECIFICATIONS AND DETAILS.

2. ROOF DRAIN PIPING MUST BE SCHEDULE 40 PVC OR TYPE S HDPE INSTALLED AT 1% MINIMUM SLOPE, UNLESS OTHERWISE NOTED.

CONTRACTOR TO PROVIDE CONCRETE SPLASH BLOCKS AT DOWNSPOUTS LOCATED IN UNPAVED AREAS.

GRADING NOTES:

1. ELEVATIONS SHOWN ARE IN REFERENCE TO THE ESTABLISHED BENCHMARKS SHOWN ON THE SITE SURVEY. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING AND MAINTAINING THE BENCHMARK PRIOR TO CONSTRUCTION.

2. THE ELEVATIONS SHOWN REPRESENT FINISHED GRADE. THE CONTRACTOR MUST SET THE SUBGRADE TO ALLOW FOR FUTURE

IMPROVEMENTS (I.E. PAVEMENT THICKNESS, TOPSOIL THICKNESS, ETC.).

3. AREAS MUST BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR MUST MAINTAIN ADEQUATE SITE DRAINAGE THROUGHOUT CONSTRUCTION. IN ADDITION TO THE MEASURES SHOWN IN THESE PLANS, THE CONTRACTOR MUST USE INTERIM DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS SHOWN ON THESE PLANS AND TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES, ROADWAYS, AND ENVIRONMENTALLY SENSITIVE AREAS SUCH AS BUFFERS AND WETLANDS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE

ENGINEER AND OWNER IN WRITING OF ANY DISCREPANCIES OR CONCERNS.

4. SOILS USED FOR BACKFILL MUST BE FREE OF UNSATISFACTORY MATERIALS INCLUDING ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS MATTER. ROCK OR GRAVEL LARGER THAN 2 INCHES IN ANY DIMENSION MUST NOT BE PLACED IN THE IN THE FINAL LIFT (MINIMUM OF 6 INCHES). UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. REFER TO THE FINAL GEOTECHNICAL REPORT FOR ANY SPECIAL FILL MATERIAL REQUIRED FOR THIS PROJECT, IF ANY. THE CONTRACTOR MUST CONSULT WITH THE SITE GEOTECHNICAL ENGINEER PRIOR TO BACKFILL PLACEMENT TO VERIFY BACKFILL MEETS PROJECT REQUIREMENTS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING APPLICABLE SOIL TESTING IS PERFORMED AND THE RESULTS FORWARDED TO THE

ENGINEER AND OWNER.

6. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL MUST MEET THE REQUIREMENTS OF THE PROJECT

GEOTECHNICAL ENGINEER RECOMMENDATIONS.

7. THE CONTRACTOR WILL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT TO THE OWNER AND PROJECT GEOTECHNICAL ENGINEER THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS MUST BE CONDUCTED BY A NORTH CAROLINA CERTIFIED MATERIALS TESTING LABORATORY AND CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE

OF NORTH CAROLINA REPRESENTING THE LABORATORY.

8. PAVEMENT SUBGRADES MUST BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 100 PERCENT OF ASTM D1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS

DIRECTED BY THE GEOTECHNICAL ENGINEER.

9. CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.

10. THE CONTRACTOR WILL OBTAIN APPLICABLE PERMITS AS REQUIRED FOR BLASTING ROCK IF BLASTING ROCK IS REQUIRED. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION

RELATED TO BLASTING AND SAFETY.

11. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE

PLANS. DEWATERING WILL BE INCIDENTAL TO GRADING OPERATIONS.

12. THE FRAMES AND COVERS OF EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER MAIN, GAS AND ELECTRIC UTILITY STRUCTURES MUST BE ADJUSTED TO MATCH PROPOSED FINISHED ELEVATIONS AND SLOPES UNLESS OTHERWISE SHOWN ON THE

PLANS.

13. BEFORE ANY EARTHWORK COMMENCES, THE CONTRACTOR WILL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR MUST PROVIDE APPROPRIATE SURVEYING FOR LINE AND GRADE CONTROL

POINTS RELATED TO EARTHWORK.

14. THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND UPON COMPLETION OF THE EARTHWORK ACTIVITIES THE OWNER AND JURISDICTION MUST BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION TEST RESULTS AND CERTIFIES THE

TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT.

15. REFERENCE STRUCTURAL DRAWINGS, SPECIFICATIONS, GEOTECHNICAL REPORT, AND/OR DIRECTIVES PROVIDED BY THE PROJECT

GEOTECHNICAL ENGINEER FOR BUILDING PAD AND PAVING SUBGRADE INFORMATION.

UTILITY NOTES:

1. FOR THE PURPOSES OF THESE DOCUMENTS, THE TERMS WATERLINE AND WATER MAIN SHALL BE CONSIDERED SYNONYMOUS AND

USED INTERCHANGEABLY.

2. GENERALLY, FILL MATERIAL MUST BE IN PLACE AND COMPACTED BEFORE THE INSTALLATION OF THE PROPOSED UTILITIES.

3. APPLICABLE INSPECTIONS, CERTIFICATIONS, AND TESTING REQUIRED BY CODES AND UTILITY SERVICE COMPANIES MUST BE PERFORMED PRIOR TO MUNICIPAL APPROVAL FOR THE FINAL CONNECTION OF SERVICE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT OF TESTING SERVICES AND COORDINATION WITH UTILITY OWNER. COPIES OF THE APPLICABLE INSPECTIONS, CERTIFICATIONS, AND TESTING MUST BE PROVIDED TO THE OWNER.

4. ALL TESTING MUST BE WITNESSED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER

TO SCHEDULE OBSERVATIONS AND SHOULD PROVIDE A MINIMUM 48 HOURS' NOTICE.

5. THE CONTRACTOR MUST PROVIDE THE MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE

IMPROVEMENTS SHOWN.

6. THE CONTRACTOR MUST INSTALL THRUST BLOCKS ON WATER LINE FITTINGS (BENDS, TEES, END CAPS, ETC.) AND VALVES UNLESS THE

JOINTS ARE RESTRAINED.

7. THE CONTRACTOR MUST REPORT IN WRITING ANY UTILITY CONFLICTS TO THE ENGINEER IMMEDIATELY UPON DISCOVERING

CONFLICTS.

8. THE SANITARY SEWER PIPE LENGTHS AS SHOWN ON THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO CENTER OF THE

RESPECTIVE STRUCTURES.

9. PRIOR TO UTILITY RELOCATION, REMOVAL OR ABANDONMENT, THE CONTRACTOR MUST COORDINATE WITH THE LOCAL UTILITY

PROVIDERS, LOCAL MUNICIPALITY, AND NCDOT, AS APPLICABLE.

10. THE CONTRACTOR MUST NOTIFY SURROUNDING NEIGHBORS ABOUT ANY POTENTIAL INTERRUPTION TO SERVICE OF ANY KIND.

11. THE CONTRACTOR MUST MAINTAIN A MINIMUM COVER OF 3 FEET ON PROPOSED WATER LINES.

12. THE CONTRACTOR MUST MAINTAIN A MINIMUM COVER OF 3 FEET ON PROPOSED SANITARY LINES.

13. THE CONTRACTOR MUST MAINTAIN SEPARATION OF WATER SERVICE FROM SANITARY SEWER PIPING IN ACCORDANCE WITH THOSE DISTANCES SPECIFIED BY THE NORTH CAROLINA PLUMBING CODE. WATER SERVICE AND SEWER SERVICES SHOULD BE SEPARATED BY

> 5 FT HORIZONTALLY OF UNDISTURBED OR COMPACTED EARTH.

14. CONTRACTOR MUST COORDINATE WITH UTILITY COMPANIES FOR THE INSTALLATION OF PROPOSED POWER AND COMMUNICATION

LINES AND ASSOCIATED APPURTENANCES.

15. THE CONTRACTOR MUST BRING THE PROPOSED UTILITIES TO WITHIN FIVE FEET OF BUILDINGS AND STUB UP FOR FUTURE

CONNECTION BY OTHERS, UNLESS SPECIFICALLY NOTED OTHERWISE.

16. CONDUITS WITHIN PAVED AREAS ARE TO BE INSTALLED PRIOR TO THE FINAL PROOF ROLL AND INSTALLATION OF AGGREGATE BASE MATERIAL. APPROXIMATE CONDUIT SIZE IS 4” DIAMETER PVC. CONDUITS MUST BE INSTALLED WITH PROPER MARKERS TO FACILITATE THE INSTALLATION OF UNDERGROUND ELECTRIC AND FIBER OPTIC LINES. CONDUITS MUST INCLUDE A PULL STRING. ACTUAL DIAMETER, LOCATION AND QUANTITY WILL BE DETERMINED BY THE ELECTRICAL AND TELECOMMUNICATION CONTRACTOR(S).

17. THE CONTRACTOR MUST COORDINATE WITH THE NATURAL GAS PROVIDER FOR INSTALLATION OF NATURAL GAS SERVICE AND

ASSOCIATED APPURTENANCES.

18. PRIVATE DOMESTIC WATER LINES 2” IN DIAMETER AND LARGER MUST BE SDR 21 PVC 1120 IN ACCORDANCE WITH ASTM D2241, UNLESS OTHERWISE NOTED.

19. SANITARY SEWER SERVICE LATERALS 6" IN DIAMETER AND SMALLER MUST BE PVC DWV SOLID CORE, SCHEDULE 40, IN ACCORDANCE

WITH ASTM D2665 UNLESS OTHERWISE NOTED ON THE PLANS.

20. WHERE DUCTILE IRON PIPE IS SPECIFIED, PIPE MUST BE PRESSURE CLASS 350 IN ACCORDANCE WITH AWWA C151 WITH A

CEMENT-MORTAR LINING IN ACCORDANCE WITH AWWA C104.

21. DUCTILE IRON PIPE IS REQUIRED FOR WATER AND SANITARY SEWER LINES UNDER THE FOLLOWING CONDITIONS:

a. WATER LINE CROSSING UNDER SANITARY SEWER LINE (FOR ANY CLEARANCE)

b. LESS THAN 18 INCHES OF VERTICAL CLEARANCE FOR WATER LINE CROSSING OVER SANITARY SEWER

c. LESS THAN 12 INCHES OF VERTICAL CLEARANCE BETWEEN WATER MAIN AND ANY OTHER UTILITY

d. SEWER LINES WITH LESS THAN THREE (3) FEET OF COVER

EROSION & SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR MUST ENSURE GRADING OPERATIONS ARE CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY SEDIMENT TO

DRAIN OFFSITE OR INTO WATERCOURSES.

2. THE CONTRACTOR MUST CONSTRUCT DIVERSION DITCHES AS NECESSARY TO ENSURE SEDIMENT IS DIRECTED INTO EROSION

CONTROL MEASURES.

3. TO AVOID SLOPE EROSION, RUNOFF MUST NOT BE ALLOWED TO FLOW OVER THE TOP OF FILL SLOPES. THE CONTRACTOR MUST

MAINTAIN DIVERSION DITCHES ALONG THE TOP OF FILL SLOPES AS FILL IS BEING PLACED.

4. THE CONTRACTOR MUST PROVIDE DUST CONTROL, INCLUDING WETTING DOWN THE SITE, AS REQUIRED TO LIMIT DISTURBANCE TO

ADJACENT SITES.

5. TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO THE ISSUANCE OF A GRADING PERMIT. FENCING WILL NOT BE REQUIRED ADJACENT TO AREAS WITHOUT WOODED VEGETATION. FENCING MUST BE MAINTAINED ON THE SITE UNTIL THE SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION SCHEDULED FOR CERTIFICATE OF OCCUPANCY (CO). THE FENCING MUST

BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CO.

6. THE CONTRACTOR MUST MAINTAIN AND REPAIR THE EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN TO ENSURE

CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.

7. NO LAND DISTURBANCE IS PERMITTED BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.

8. IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT.

IF THE LAND DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AN EROSION CONTROL PERMIT AND ANY OTHER RELATED PERMITS ARE SECURED FOR ANY OFF-SITE WASTE OR BORROW AREAS. UNLESS OTHERWISE STATED IN THE PROJECT DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPLICABLE AGREEMENTS WITH LANDOWNERS FOR THE PLACEMENT OF WASTE SOIL OR REMOVAL OF BORROW. OFF-SITE PERMITS AND AGREEMENTS MUST EXIST PRIOR TO CONSTRUCTION ACTIVITIES ON WASTE OR BORROW AREAS. COPIES OF PERMITS AND AGREEMENTS MUST BE PROVIDED TO THE OWNER AND ENGINEER.

10. SOILS CONTAMINATED WITH ANY CHEMICAL, METAL OR PETROLEUM CONTAMINATION MUST NOT BE TRANSPORTED ONTO THE PROPERTY AS BORROW / FILL SOILS. CONTAMINATED SOILS, IF DISCOVERED ON THE PROPERTY MUST NOT BE TRANSPORTED OFFSITE WITHOUT TESTING, PERMITTING AND/OR OTHER REGULATORY APPROVALS COMMENSURATE WITH THE TYPE OF

CONTAMINATION AND LOCATION.

NO R T H C A R O L INA

J A C L Y N A D R I A T IC

OFESSIONAL

E N G I N E E R

SEAL

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137 S Wilmington Street | Suite 200 | Raleigh, NC 27601 License #: F-1479 | t: 919.469.3340 | www.withersravenel.com

WithersRavenel

REVISIONS

DATE DESCRIPTION

25-0734PROJECT NO:

30 APRIL 2026DATE:

N . W

T, S U

H , N

O R

M O

O M

FINAL DRAWING

FOR REVIEW PURPOSES ONLY

NOT RELEASED FOR CONSTRUCTION

GENERAL NOTES

C0.01

S 5t h St

Sa nf or d, N

| L ee

C ou nt y

A N

N P

E O

H E

OHE

10" OAK

6" HOLLY

24" OAK

41" OAK

19" GUM

20" PINE

25" GUM

28" PINE

17" PINE

35" OAK

18" PINE

19" PINE

22" PINE

25" OAK

34" OAK

31" PINE

20" PINE

23" PINE

21" GUM24" PINE

19" PINE

23" PINE

29" PINE

21" PINE

24" OAK17" GUM

20" GUM

24" PINE

26" PINE

14" OAK

21" OAK

21" PINE

19" PINE

21" OAK

25" OAK33" OAK

24" PINE

19" GUM

17" OAK

25" OAK

31" OAK

18" GUM

13" OAK

4" OAK

10" GUM

21" PINE

32" OAK

10" GUM

16" GUM

13" GUM

25" PINE

22" PINE

27" PINE

14" PINE

18" PINE

12" PINE

31" PINE

27" PINE

ORNAMENTAL

2" PINE

36" GUM

28" GUM

15" GUM

14" GUM

S 7TH

STREET

(60' PU

BLIC R/W

PC 9, PG

RAY AVENUE

(60' PUBLIC R/W)

PC 2, PG 400

A/C

UNIT

DIESEL TANK

AIR

COMPRESSOR

1' BRICK

COLUMN

A/C

UNIT

A/C

UNIT

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

4" PVC

ROOF DRAIN

INV: 382.28'

4" PVC

ROOF DRAIN

INV: 382.35'

TOP: 388.02'

TOP: 388.67'

INV (E): 382.73'

INV (N): 382.81'

INV (S): 382.59'

36" RCP

INV: 378.81'

18" RCP

30" RCP

18" RCP

30" RCP

GENERATOR

ELECTRIC

PANELS

EMERGENCY

SHUTOFF

HCS

(PIPE SIZENOTVISIBLE)

4" PVC

ROOF DRAIN

DAYLIGHT

LOCATION

INV: 382.72'

FFE: 382.79'

SIGN

30.0'

11.4'

.0'

48.7'

40.4'

90.3'

40.4'

4.0'

23.0'

4.0'

.0'

10.3'

4.0

42.7'

GRAVEL

SDMH

RIM: 390.63'

INV (E): 383.42'

INV (N): 380.72'

INV (W): 380.60'

INV (S): 380.98'

(PIPE NOT

VISIBLE)

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

BRICK

BUILDING

MAX HEIGHT-

25'

36" RCP

CHAINLINK

FENCE

CHAINLINK

FENCE

ASPHALT

CHAINLINK

FENCE

E O

F PAVEM

N 49°27'01" W 257.38'

N 49°27'01" W 130.00'

N 75°59'56" E 149.90'

S 14°28'50" E 284.11'

S 65°19'34" W 187.93'

N 75°15'22" E 257.10'

4" EIP

N: 628,457.63' E: 1,951,009.08'

S 48°45'00" E 58.00' (TIE)

EIP

S 49°27'01" E 128.52' (TIE)

IPS

EDITH N

AMBO

9652-08-4227-00

DB 1380, P

G 419

4" EIP

1.32' SOUTH OF

PROPERTY LINE

4" EIP

3.38' SOUTH OF

PROPERTY LINE

FFE: 382.63'

INTERMITTENT

STREAM

TBM

SPIKE SET IN GRAVEL

ELEV: 380.93'

G G G G

E E

TFO

ELECTRIC SUE

OVERHEAD ELECTRIC

GUY

WIRE

LIGHT POLE

POWER POLE

WATER SPIGOT

IRRIGATION

VALVE BOX

JOSE AMENDARIZ

PIN 9652-08-6416-00

DB 1738, PG 157

PC 2, PG 255

ERIC LOPEZ

PIN 9652-08-6467-00

DB 1529, PG 470

PC 2, PG 255

THELMA GOMEZ

PIN 9652-08-7417-00

DB 661, PG 882

PC 2, PG 255

JACKIE STACK

DAVID STACK

PIN 9652-08-7469-00

DB 1224, PG 874

PC 2, PG 255

BOBBY LEE THOMPSON

CARYLON THOMPSON

PIN 9652-08-8550-00

DB 439, PG 44

PC 2, PG 4

WILMA BARRETT

PIN 9652-08-9553-00

DB 1301, PG 729

PC 9, PG 97

LEE COUNTY

7TH STREET PARK

PIN 9652-18-0110-00

DB 288, PG 234

PC 2, PG 127

LOT 6 BLOCK H

VERONICA PADRON

PIN 9652-08-5465-00

DB 1548, PG 383

PC 2, PG 255

COUNTY OF LEE

0 S SEVENTH ST

PIN 9652-08-8390-00

DB 489, PG 280

PC 2, PG 127

LOT 1,2,3,4, & 5 BLOCK H

90,615 SF/2.08 AC

COUNTY OF LEE

PIN 9652-08-7020-00

DB 487, PG 350

PC 4, PG 206

ASPHALT

4" EIP

PTOP

N: 628,392.2' E: 1,950,760.45'

TBM

SPIKE SET IN

CONCRETE

ELEV: 382.60'

APPROXIMATE PVC

AREA DRAIN LOCATION.

PIPE CONNECTION

UNKNOWN

APPROXIMATE PVC

DRAINAGE PIPE

LOCATION

4" PVC

ROOF DRAIN

DAYLIGHT

LOCATION

INV: 382.47'

EXISTING SANITARY CLEANOUT AND

APPROXIMATE LOCATION OF EXISTING

6" PVC SANITARY SEWER SERVICE

(CONTRACTOR TO FIELD VERIFY

CLEANOUT IS FOR SANITARY LINE AND

PIPE MATERIAL)

PIPE DAYLIGHTS TO PARKING

LOT THROUGH 6" SIDEWALK

OPEN END OF PVC PIPE

LIGHT BOLLARD

BUILDING

ADJOINER

BOUNDARY

SYMBOL DESCRIPTION

EXISTING CONDITIONS LEGEND

CHAINLINK FENCE

TELEPHONE FIBER OPTIC LINE

EDGE OF PAVEMENT

PAVEMENT STRIPING

STREAM

FIBER OPTIC BOX

BOLLARD LIGHT

LIGHT POLE

POWER POLE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

TELEVISION LINE

TREELINE

GUY WIRE

STORM PIPE

GRAVEL

CONCRETE

A/C UNIT

GAS MARKER

ELECTRICAL LINE

LANDSCAPING

ROOF DRAIN

OVERHEAD ELECTRICAL LINE

TFO

SD SD

O O O O O

OHE OHE

GAS STRUCTURE

BUILDING OVERHANG

D STORM MANHOLE

EH ELECTRICAL HANDHOLE

AIR COMPRESSOR

POST

SIGN

NO R T H C A R O L INA

J A C L Y N A D R I A T IC

OFESSIONAL

E N G I N E E R

SEAL

056077 j:\

4-m os el ey le e co un ty g en er al s er vi ce s ex pa ns io n\

\d ra w in g se ts \s ite p la n\

C1 .0

G C

O N

dw g- W ed ne sd ay

, A pr il

, 2

N O

137 S Wilmington Street | Suite 200 | Raleigh, NC 27601 License #: F-1479 | t: 919.469.3340 | www.withersravenel.com

WithersRavenel

REVISIONS

DATE DESCRIPTION

25-0734PROJECT NO:

30 APRIL 2026DATE:

N . W

T, S U

H , N

O R

M O

O M

FINAL DRAWING

FOR REVIEW PURPOSES ONLY

NOT RELEASED FOR CONSTRUCTION

S 5t h St

Sa nf or d, N

| L ee

C ou nt y

A N

N P

EXISTING

CONDITIONS

C1.00

0 10 20

SCALE: 1 inch = 20 ft.

EXISTING IMPERVIOUS AREA: 13,600 SF / 0.31 AC

C1.01 - BOUNDARY & TOPO

SURVEY

E O

H E

OHE

10" OAK

6" HOLLY

24" OAK

41" OAK

19" GUM

20" PINE

25" GUM

28" PINE

17" PINE

35" OAK

18" PINE

19" PINE

22" PINE

25" OAK

34" OAK

31" PINE

20" PINE

23" PINE

21" GUM24" PINE

19" PINE

23" PINE

29" PINE

21" PINE

24" OAK17" GUM

20" GUM

24" PINE

26" PINE

14" OAK

21" OAK

21" PINE

19" PINE

21" OAK

25" OAK33" OAK

24" PINE

19" GUM

17" OAK

25" OAK

31" OAK

18" GUM

13" OAK

4" OAK

10" GUM

21" PINE

32" OAK

10" GUM

16" GUM

13" GUM

25" PINE

22" PINE

27" PINE

14" PINE

18" PINE

12" PINE

31" PINE

27" PINE

ORNAMENTAL

2" PINE

36" GUM

28" GUM

15" GUM

14" GUM

S 7TH

STREET

(60' PU

BLIC R/W

PC 9, PG

RAY AVENUE

(60' PUBLIC R/W)

PC 2, PG 400

A/C

UNIT

DIESEL TANK

AIR

COMPRESSOR

1' BRICK

COLUMN

A/C

UNIT

A/C

UNIT

LOD

SF/TP

SF/TP SF/TP

SF/TP

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

4" PVC

ROOF DRAIN

INV: 382.28'

4" PVC

ROOF DRAIN

INV: 382.35'

TOP: 388.02'

TOP: 388.67'

INV (E): 382.73'

INV (N): 382.81'

INV (S): 382.59'

36" RCP

INV: 378.81'

18" RCP

30" RCP

18" RCP

30" RCP

GENERATOR

ELECTRIC

PANELS

EMERGENCY

SHUTOFF

HCS

(PIPE SIZENOTVISIBLE)

4" PVC

ROOF DRAIN

DAYLIGHT

LOCATION

INV: 382.72'

FFE: 382.79'

SIGN

30.0'

11.4'

.0'

48.7'

40.4'

90.3'

40.4'

4.0'

23.0'

4.0'

.0'

10.3'

4.0

42.7'

GRAVEL

SDMH

RIM: 390.63'

INV (E): 383.42'

INV (N): 380.72'

INV (W): 380.60'

INV (S): 380.98'

(PIPE NOT

VISIBLE)

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

BRICK

BUILDING

MAX HEIGHT-

25'

36" RCP

CHAINLINK

FENCE

CHAINLINK

FENCE

ASPHALT

CHAINLINK

FENCE

E O

F PAVEM

N 49°27'01" W 257.38'

N 49°27'01" W 130.00'

N 75°59'56" E 149.90'

S 14°28'50" E 284.11'

S 65°19'34" W 187.93'

N 75°15'22" E 257.10'

4" EIP

N: 628,457.63' E: 1,951,009.08'

S 48°45'00" E 58.00' (TIE)

EIP

S 49°27'01" E 128.52' (TIE)

IPS

EDITH N

AMBO

9652-08-4227-00

DB 1380, P

G 419

4" EIP

1.32' SOUTH OF

PROPERTY LINE

4" EIP

3.38' SOUTH OF

PROPERTY LINE

.23

FFE: 382.63'

INTERMITTENT

STREAM

G G G G

E E

TFO

ELECTRIC SUE

OVERHEAD ELECTRIC

GUY

WIRE

LIGHT POLE

POWER POLE

WATER SPIGOT

IRRIGATION

VALVE BOX

JOSE AMENDARIZ

PIN 9652-08-6416-00

DB 1738, PG 157

PC 2, PG 255

ERIC LOPEZ

PIN 9652-08-6467-00

DB 1529, PG 470

PC 2, PG 255

THELMA GOMEZ

PIN 9652-08-7417-00

DB 661, PG 882

PC 2, PG 255

JACKIE STACK

DAVID STACK

PIN 9652-08-7469-00

DB 1224, PG 874

PC 2, PG 255

BOBBY LEE THOMPSON

CARYLON THOMPSON

PIN 9652-08-8550-00

DB 439, PG 44

PC 2, PG 4

WILMA BARRETT

PIN 9652-08-9553-00

DB 1301, PG 729

PC 9, PG 97

LEE COUNTY

7TH STREET PARK

PIN 9652-18-0110-00

DB 288, PG 234

PC 2, PG 127

LOT 6 BLOCK H

VERONICA PADRON

PIN 9652-08-5465-00

DB 1548, PG 383

PC 2, PG 255

COUNTY OF LEE

0 S SEVENTH ST

PIN 9652-08-8390-00

DB 489, PG 280

PC 2, PG 127

LOT 1,2,3,4, & 5 BLOCK H

90,615 SF/2.08 AC

COUNTY OF LEE

PIN 9652-08-7020-00

DB 487, PG 350

PC 4, PG 206

ASPHALT

4" EIP

PTOP

N: 628,392.2' E: 1,950,760.45'

SSF/TP

TBM

SPIKE SET IN

CONCRETE

ELEV: 382.60'

APPROXIMATE PVC

AREA DRAIN LOCATION.

PIPE CONNECTION

UNKNOWN

APPROXIMATE PVC

DRAINAGE PIPE

LOCATION

4" PVC

ROOF DRAIN

DAYLIGHT

LOCATION

INV: 382.47'

EX. GRAVEL TO

BE REMOVED

EX. LANDSCAPE

AREA TO BE

REMOVED

EX. CONCRETE

TO BE REMOVED

EX. FULL DEPTH

ASPHALT TO BE

REMOVED

EX. BOLLARD

LIGHT TO BE

REMOVED

EX. ROOF

DRAIN

OUTFALL TO

REROUTED,

SEE C5.00

EX. FENCE TO BE

RELOCATED (104 LF)

EX. A/C UNIT

TO REMAIN

EXISTING ADA SIGN

TO BE REMOVED

AND REPLACED

PROPOSED

LIMITS OF

DISTURBANCE

PROPOSED SILT

FENCE OUTLET, TYP.

PROPOSED SILT

FENCE/TREE

PROTECTION

FENCE, TYP.EXISTING BOLLARD

LIGHT TO BE

REMOVED

EX. ASPHALT TO BE

MILLED & OVERLAID

EX. BOLLARD LIGHT

TO BE REMOVED

EX. ASPHALT

TO REMAIN

EX. TREE TO

BE REMOVED

(TYP.)

EX. BOLLARDS

TO BE REMOVED

AND REPLACED

EX. BOLLARD LIGHT

TO BE REMOVED

EX. CONCRETE

TO BE REMOVED

AND REPLACED

EX. CONCRETE TO BE REMOVED

AND REPLACED, SEE C2.00

EX. PVC DRAIN PIPE TO BE

REMOVED

PROPOSED SUPER

SILT FENCE/TREE

PROTECTION FENCE,

TYP.

EX. SANITARY

CLEANOUT TO

REMAIN

EX. AREA DRAIN AND

PIPE TO BE REMOVED,

SEE C5.00

APPROXIMATE LOCATION OF

EXISTING 6" PVC SANITARY SEWER

SERVICE

CONTRACTOR TO FIELD VERIFY

LOCATION BEFORE BEGINNING

CONSTRUCTION

SEE MEP PLAN

FOR EXISTING

GAS STRUCTURES

TBM SPIKE

TO BE

RELOCATED

39'

24'

SYMBOL DESCRIPTION

DEMOLITION LEGEND

OOO

LOD

SF/TP

LIMITS OF DISTURBANCE

BOUNDARY

FENCE TO BE REMOVED

STRIPING TO BE REMOVED

LANDSCAPING TO BE REMOVED

GRAVEL TO BE REMOVED

CONCRETE TO BE REMOVED

FULL DEPTH ASPHALT TO BE REMOVED

MILL & OVERLAY

BOLLARD LIGHT TO BE RELOCATED

PROPOSED SILT/TREE PROTECTION FENCE

PROPOSED SILT FENCE OUTLET

TREE TO BE REMOVED

SSF/TP PROPOSED SUPER SILT/TREE PROTECTION

FENCE

NO R T H C A R O L INA

J A C L Y N A D R I A T IC

OFESSIONAL

E N G I N E E R

SEAL

056077 j:\

4-m os el ey le e co un ty g en er al s er vi ce s ex pa ns io n\

\d ra w in g se ts \s ite p la n\

C1 .0

N P

.d w g- W ed ne sd ay

, A pr il

, 2

N O

137 S Wilmington Street | Suite 200 | Raleigh, NC 27601 License #: F-1479 | t: 919.469.3340 | www.withersravenel.com

WithersRavenel

REVISIONS

DATE DESCRIPTION

25-0734PROJECT NO:

30 APRIL 2026DATE:

N . W

T, S U

H , N

O R

M O

O M

FINAL DRAWING

FOR REVIEW PURPOSES ONLY

NOT RELEASED FOR CONSTRUCTION

S 5t h St

Sa nf or d, N

| L ee

C ou nt y

A N

N P

DEMOLITION PLAN

C1.10

0 10 20

SCALE: 1 inch = 20 ft.

E O

H E

OHE

6" HOLLY

24" OAK

25" GUM

28" PINE

17" PINE

35" OAK

18" PINE

34" OAK

31" PINE

20" PINE

23" PINE

21" GUM24" PINE

19" PINE

23" PINE

29" PINE

21" PINE

24" OAK17" GUM

20" GUM

24" PINE

26" PINE

14" OAK

21" OAK

21" PINE

19" PINE

21" OAK

25" OAK33" OAK

24" PINE

19" GUM

17" OAK

25" OAK

31" OAK

18" GUM

13" OAK

4" OAK

10" GUM

21" PINE

32" OAK

10" GUM

16" GUM

13" GUM

25" PINE

22" PINE

27" PINE

14" PINE

18" PINE

12" PINE

31" PINE

27" PINE

ORNAMENTAL

2" PINE

36" GUM

28" GUM

15" GUM

14" GUM

S 7TH

STREET

(60' PU

BLIC R/W

PC 9, PG

RAY AVENUE

(60' PUBLIC R/W)

PC 2, PG 400

A/C

UNIT

DIESEL TANK

AIR

COMPRESSOR

1' BRICK

COLUMN

A/C

UNIT

A/C

UNIT

O O

O O O O O O O O O O O O O O O O O O O O O O O O O O

O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

O O

4" PVC

ROOF DRAIN

INV: 382.28'

4" PVC

ROOF DRAIN

INV: 382.35'

TOP: 388.02'

TOP: 388.67'

INV (E): 382.73'

INV (N): 382.81'

INV (S): 382.59'

36" RCP

INV: 378.81'

18" RCP

30" RCP

18" RCP

30" RCP

GENERATOR

ELECTRIC

PANELS

EMERGENCY

SHUTOFF

(PIPE SIZENOTVISIBLE)

4" PVC

ROOF DRAIN

DAYLIGHT

LOCATION

INV: 382.72'

FFE: 382.79'

SIGN

30.0'

11.4'

.0'

48.7'

40.4'

90.3'

40.4'

4.0'

23.0'

4.0'

.0'

10.3'

4.0

42.7'

GRAVEL

SDMH

RIM: 390.63'

INV (E): 383.42'

INV (N): 380.72'

INV (W): 380.60'

INV (S): 380.98'

(PIPE NOT

VISIBLE)

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

OHE

BRICK

BUILDING

MAX HEIGHT-

25'

36" RCP

CHAINLINK

FENCE

CHAINLINK

FENCE

ASPHALT

CHAINLINK

FENCE

E O

F PAVEM

N 49°27'01" W 257.38'

N 49°27'01" W 130.00'

N 75°59'56" E 149.90'

S 14°28'50" E 284.11'

S 65°19'34" W 187.93'

N 75°15'22" E 257.10'

4" EIP

N: 628,457.63' E: 1,951,009.08'

S 48°45'00" E 58.00' (TIE)

EIP

S 49°27'01" E 128.52' (TIE)

IPS

EDITH N

AMBO

9652-08-4227-00

DB 1380, P

G 419

4" EIP

1.32' SOUTH OF

PROPERTY LINE

4" EIP

3.38' SOUTH OF

PROPERTY LINE

FFE: 382.63'

INTERMITTENT

STREAM

G G G G

E E

TFO

ELECTRIC SUE

OVERHEAD ELECTRIC

GUY

WIRE

LIGHT POLE

POWER POLE

WATER SPIGOT

IRRIGATION

VALVE BOX

JOSE AMENDARIZ

PIN 9652-08-6416-00

DB 1738, PG 157

PC 2, PG 255

ERIC LOPEZ

PIN 9652-08-6467-00

DB 1529, PG 470

PC 2, PG 255

THELMA GOMEZ

PIN 9652-08-7417-00

DB 661, PG 882

PC 2, PG 255

JACKIE STACK

DAVID STACK

PIN 9652-08-7469-00

DB 1224, PG 874

PC 2, PG 255

BOBBY LEE THOMPSON

CARYLON THOMPSON

PIN 9652-08-8550-00

DB 439, PG 44

PC 2, PG 4

WILMA BARRETT

PIN 9652-08-9553-00

DB 1301, PG 729

PC 9, PG 97

LEE COUNTY

7TH STREET PARK

PIN 9652-18-0110-00

DB 288, PG 234

PC 2, PG 127

LOT 6 BLOCK H

VERONICA PADRON

PIN 9652-08-5465-00

DB 1548, PG 383

PC 2, PG 255

COUNTY OF LEE

0 S SEVENTH ST

PIN 9652-08-8390-00

DB 489, PG 280

PC 2, PG 127

LOT 1,2,3,4, & 5 BLOCK H

90,615 SF/2.08 AC

COUNTY OF LEE

PIN 9652-08-7020-00

DB 487, PG 350

PC 4, PG 206

ASPHALT

4" EIP

PTOP

N: 628,392.2' E: 1,950,760.45'

PROPOSED

EXPANSION

R6'

R3'

18'5' CONCRETE SIDEWALK

24'

12'

10'

57'

6.66'

5' CONCRETE

SIDEWALK

O o o o o o o o o o o o o o o o o o o o o o o o o o oo o o o o o o o o oooooo o o o o o o oo oooooo o o o o o o o o o o o o ooooooo o o o o o o o o o o o o oooooo o o o o o o o o o o o oo o o o o o oooooooooo

16.6'

4.68' 19.25'

23'

R3'

PROPOSED LANDSCAPING BED

(AREA TO BE SEEDED AND MULCHED

IN ACCORDANCE WITH THE DEQ

SEEDING SCHEDULE, SEE C9.01)

RELOCATED C-LINK FENCE

(TIE-IN TO EXISTING)

FULL DEPTH

HEAVY DUTY

ASPHALT

PAVING TYP.

CONCRETE

SIDEWALK, TYP.

PROPOSED

C-LINK FENCE

ADA VAN PARKING

SIGN

PROPOSED

SIDEWALK TO BE

6" HIGHER THAN

ASPHALT

CANOPY COLUMNS,

SE…

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 May 7, 2026.