OCH Phase I Landscaping Drawing Set.pdf

PDF 42 MB Posted Aug 11, 2026

Attached to: OCH Phase I Landscaping
Solicitation number: 76-20260811
Issued by: Union County, North Carolina

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Written by GovTribe AI · Aug 13, 2026

OCH Phase I Landscaping Project Summary

This is a Landscaping Drawing Set for the Phase I Landscaping project at South Piedmont Community College's Old Charlotte Highway Campus, located at 4150 Student Success Place, Monroe, NC 28110. The project, issued for bid on August 11, 2026, requires comprehensive landscaping construction including site grading, hardscape installation, planting design, and stormwater management features. The scope encompasses demolition of existing landscape elements (1,022.90 square feet of hardscape removal), installation of 3,853 square feet of light-duty concrete paving, 969 square feet of decorative gravel surfaces, landscape boulders in three size categories, construction and material staging, tree protection measures, and extensive planting according to detailed specifications. The project includes materials plans, grading plans with spot elevations, planting schedules, sidewalk layout plans, and construction details across multiple enlargement sheets. All work must comply with Union County, NC and City of Monroe specifications and design standards, and contractors are responsible for obtaining all necessary permits and adhering to applicable ordinances and regulations.

Critical construction requirements include positive drainage maintenance with specified slopes (2.5% on lawn, 1.5% on unit pavers, 1% on concrete flatwork, 1.5% on asphalt), ADA-compliant drainage grates and accessible routes, and verification of existing utilities through NC One Call Center at 1-800-632-4949 prior to beginning work. Contractors must install tree protection fencing at drip lines, restrict heavy equipment use within protected areas, and provide temporary watering and maintenance to ensure plant establishment. All plant material must be grown on its own root with exposed root crowns at delivery, and any substitutions require landscape architect approval. The project incorporates storm water conveyance swales, landscape berms, and coordination with future bioretention features not included in this phase. Site staging, temporary erosion controls, and restoration of disturbed areas beyond project limits using fescue sod are contractor responsibilities, with damage to areas beyond demolition scope requiring replacement at no cost to the owner.

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File	Type	Posted
76-20260811 OCH Phase I Landscaping.pdf	PDF	Aug 11, 2026
Addendum 1-Additional Scope and Answered Questions.pdf	PDF	Aug 11, 2026
OCH Phase I Landscaping Project Manual.pdf	PDF	Aug 11, 2026

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08/11/2026

A BUILDING, 4150 STUDENT

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

L101

GENERAL NOTES

GENERAL NOTES - APPLY TO ALL LANDSCAPE SHEETS

DEMOLITION NOTES

SITE GRADING NOTES

1. ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS SHOWN ON THE PLANS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL MAINTAIN A 2.5% SLOPE ON LAWN, 1.5% ON

UNIT PAVERS SURFACES, 1% ON CONCRETE FLATWORK AND 1.5% ON ASPHALT SURFACES. ALL

STEPS, PRECAST SURFACES, CONSTRUCTED SEATING, AND WALL TOPS SHALL RECEIVE A MINIMUM

OF 1% SLOPE TO PROVIDE WASH.

2. ALL DRAINAGE GRATES WITHIN PEDESTRIAN PAVING AND BIKE LANES SHALL BE BICYCLE WHEEL

SAFE.

3. ALL STORM DRAINAGE GRATES AND COVERS WITHIN ACCESSIBLE ROUTES THAT ARE SHOWN ON

THE DRAWINGS SHALL MEET STATE AND FEDERAL ADA REQUIREMENTS.

4. ALL STORM DRAINAGE GRATES AND COVERS WITHIN ACCESSIBLE ROUTES THAT ARE SHOWN ON

THE DRAWINGS SHALL MEET STATE AND FEDERAL ADA REQUIREMENTS.

5. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL

EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.

6. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES. REPORT ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT.

7. REFER TO CIVIL DRAWINGS FOR ALL DRAIN INLET RIM ELEVATIONS.

8. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO STORM DRAINAGE THAT PROVIDES

ALIGNMENT WITH EXISTING SWALES, PIPES, AND STRUCTURES. THE CONTRACTOR SHALL ALIGN THE TOP OF GRATE WITH INTENDED SCORE JOINTS, CURBS, OR OTHER SURFACE DESIGN ELEMENTS OR

AS SHOWN ON THE DRAWINGS.

9. THE FRAMES, GRATES, CLEANOUTS, VALVE COVERS, AND OTHER SURFACE UTILITY FEATURES

SHALL BE ADJUSTED TO MEET PROPOSED GRADES WITH APPROPRIATE INSTALLATION DETAILS.

10. UNLESS OTHERWISE NOTED, SPOT GRADES REFER TO BOTTOM OF CURB AT THE FLOW LINE

(ADD 6" FOR THE TOP OF CURB.) ALL SPOT GRADES AT THE EDGE OF PAVEMENTS SHALL REPRESENT THE PAVEMENT GRADES, NOT ADJOINING LANDSCAPE. ELEVATIONS SUPPLIED FOR CATCH BASINS

OR AREA DRAINS ARE INDICATED FOR TOP OF GRATE AND TOP OF COVER FOR MANHOLES OR

JUNCTION BOXES.

PLANTING NOTES

1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO BEGINNING WORK. IDENTIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO

REMAIN.

2. AFTER THE SITE IS STABILIZED AND FREE OF SEDIMENTATION, THE CONTRACTOR SHALL

REMOVE ALL TEMPORARY ROSION CONTROL DEVICES, SILT, RIP RAP, AND TEMPORARY STONE

STAGING AREAS FOR REPLACEMENT WITH PLANTING SOIL. PROVIDE PLANTING ACCORDING TO THE

LANDSCAPE PLAN.

3. TEMPORARY EROSION CONTROL SEED MUST BE FULLY REMOVED PRIOR TO PREPARATION OF

PERMANENT SEED, SOD OR LANDSCAPE BEDS.

4. UNLESS OTHERWISE NOTED IN THE PLANT LIST, OWNER SHALL OBTAIN AND INSTALL ONLY PLANT MATERIAL THAT IS GROWN ON ITS OWN ROOT - GRAFTED OR BUDDED PLANT MATERIAL WILL BE

REJECTED.

5. ALL TREES SHALL BE OBTAINED FROM THE NURSERY WITH EXPOSED ROOT CROWNS. B&B

MATERIAL DELIVERED TO SITE WITH BURIED OR RECENTLY BURIED ROOT CROWNS WILL BE

REJECTED.

6. CONTRACTOR WILL NOTIFY LANDSCAPE ARCHITECT OF PLANT SUBSTITUTIONS IN ANY

MEASUREMENT OR SPECIES INDICATED. SEE SPECIFICATIONS FOR FULL NOTIFICATION

REQUIREMENTS.

7. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS IN THE FIELD. OBTAIN APPROVAL FROM

LARCH PRIOR TO STARTING PLANT INSTALLATIONS.

8. DO NOT PLANT IN STORM WATER CONVEYANCE SWALES OR PROVIDE FINE GRADING THAT

DISRUPTS FLOW OR CHANGES LONGITUDINAL SLOPES.

9. PLANT THE OUTER EDGES OF EACH PLANTING GROUP FOLLOWING THE BED OUTLINE

ACCORDING TO THE PLAN. ONCE A SATISFACTORY MATCHED OUTER SHAPE IS OBTAINED, FILL THE

CENTER OF EACH AREA WITH PLANTS ACCORDING TO THE PLAN AND SPACING NOTES.

10. CONTRACTOR SHALL SHIFT THE PLANTING LAYOUT WITHIN PLANTING BEDS TO MINIMIZE

CONFLICTS WITH EXISTING TREE ROOTS AND OTHER STRUCTURES.

11. DISTURBED EARTH AREAS BEYOND PROJECT LIMITS THAT ARE DIRECTLY CAUSED BY

CONTRACTOR MEANS AND METHODS SHALL BE RESTORED WITH FESCUE SOD UNLESS OTHERWISE

NOTED.

12. CONTRACTOR SHALL PROVIDE TEMPORARY WATERING AND MAINTENANCE TO ENSURE ALL

PLANTS MEET SATISFACTION STANDARDS PER SPECIFICATIONS.

SITE PLANNING NOTES

1. CONTRACTOR SHALL PROVIDE SAW CUTS AT THE UNION BETWEEN EXISTING CONDITIONS AND

PROPOSED CONSTRUCTION UNLESS OTHERWISE NOTED. REFER TO PLANS FOR ADDITIONAL

INFORMATION.

2. ALL DIMENSIONS INDICATING "VERIFY" SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO

STARTING CONSTRUCTION - REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE

ARCHITECT.

3. ALL DIMENSIONS LABELED "EQ" ARE TO INDICATE EQUAL MEASUREMENTS BETWEEN THE

DIMENSIONS END POINTS ON THE DRAWING.

4. STREET AND PARKING DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE INDICATED.

5. THE CONTRACTOR SHALL STAKE THE LAYOUT AND ALIGNMENT OF ALL PAVEMENTS, WALLS, AND OTHER SITE FEATURES IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO

START OF CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE SMOOTH LAYOUT ALIGNMENTS BETWEEN EXISTING

CONDITIONS AND PROPOSED SITE IMPROVEMENTS.

7. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED ON THE DRAWINGS.

8. UNLESS OTHERWISE NOTED, CONCRETE SCORE AND EXPANSION JOINTS SHALL BE ALIGNED

WITH BUILDING FEATURES AND WITH CORNERS OF PAVEMENT. SPACE THE ADDITIONAL JOINTS

BETWEEN THESE POINTS EQUALLY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS.

ANY ADVERSE EXISTING CONDITIONS AFFECTING THE WORK SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR POSSIBLE CLARIFICATION OR

RECONCILIATION.

1. LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROM AN ACTUAL FIELD SURVEY

PERFORMED BY LAWRENCE ASSOCIATES, DATED 04-22-2026. SURFACE 678 ASSUMES NO

RESPONSIBILITY FOR DESIGN OR CONSTRUCTION CHANGES CAUSED BY INACCURACIES IN SURVEYS.

2. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING SITE

CONDITIONS PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR

ADHERENCE TO ORDINANCES, REGULATIONS, LAWS AND CODES HAVING JURISDICTION OVER THE

PROPERTY PRIOR TO COMMENCING WORK.

4. ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL MEET THE UNION COUNTY, NC AND

CITY OF MONROE SPECIFICATIONS AND DESIGN STANDARDS.

EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.

6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING FOR ELECTRIC, DRAINAGE, AND UTILITIES PRIOR TO THE INSTALLATION OF COMPACTED SUB-GRADE, SUB-BASE AND PAVEMENT AS NECESSARY. SLEEVES TO BE INSTALLED AT A MINIMUM DEPTH BELOW GRADE AS PER LOCAL CODES.

7. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE AND EMERGENCY

APPARATUS DURING CONSTRUCTION.

8. SEE CIVIL SHEET FOR SEDIMENTATION AND EROSION CONTROL MEASURES.

9. SEE CIVIL SHEET FOR UTILITY AND UNDERGROUND STORM DRAINAGE INFORMATION.

ACCESSIBLE MEANS OF EGRESS

NOTES

1. ALL DOORS SHALL HAVE A LANDING WITH A MAXIMUM SLOPE OF

2% AWAY FROM THE DOOR AND SATSIFY BUILDING

ACCESSIBILITY CODE 404.2.4.1 FOR DIMENSIONAL STANDARDS.

2% MAX CROSS SLOPE

EDGE

CONDITION

VARIES

WIDTH VARIES (REFER TO PLAN)

TYPICAL WALKWAY

4.9% MAX LONGITUDINAL SLOPE

TYPICAL WALKWAY

CROSS SECTION

LONGITUDINAL SECTION

+ 100.00 PROPOSED SPOT ELEVATION

+ 100.00± APPROXIMATE PROPOSED SPOT ELEVATION FOR FLEXIBILITY

+ (100.00) EXISTING SPOT ELEVATION

+ (100.00±) EXTRAPOLATED EXISTING SPOT ELEVATION

AD RE AREA DRAIN RIM ELEVATION

HP HIGH POINT

LP LOW POINT

HP/LP LOW POINT AT RIDGE LINE DRAINAGE DIVIDE

TC TOP OF CURB

BC BOTTOM OF CURB

TR TOP OF RAMP

BR BOTTOM OF RAMP

TS TOP OF STEP

BS BOTTOM OF STEP

TW TOP OF WALL

BW BOTTOM OF WALL

FFE FINISH FLOOR ELEVATION OF BUILDING INTERIOR

GRADING LEGEND

TS - TOP OF STAIR

BS - BOTTOM OF STAIR

BW - BOTTOM OF WALL

TW - TOP OF WALL

BW - BOTTOM OF WALL

TC - TOP OF CURB

BC - BOTTOM OF CURB

SECTION DIAGRAM

1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD PRIOR TO

BEGINNING WORK.

2. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO

REMAIN.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGED PAVEMENTS OR UTILITIES ON

AND OFFSITE DURING CONSTRUCTION DUE TO CONSTRUCTION ACTIVITY.

4. INSTALL TEMPORARY TREE PROTECTION AND INSTALL TEMPORARY EROSION CONTROLS

PROTECTION PRIOR TO CONSTRUCTION.

5. TREE PROTECTION FENCING TO BE LOCATED AT THE DRIP LINE OF ALL TREES.

6. NO GRADING, STAGING, PARKING, STORAGE OR OTHER CONTRACTOR USAGE WITHIN THE TREE PROTECTION FENCE. BARRIERS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND REMOVED

AFTER SUBSTANTIAL COMPLETION.

7. DISPOSAL OF DEMOLISHED MATERIALS OFF-SITE PER ALL APPLICABLE PERMITS AND

JURISDICTIONAL REQUIREMENTS.

8. CLEAR AND GRUB ALL TREES, SHRUBS, AND VEGETATION TO BE REMOVED. REMOVE ALL DEBRIS

FROM SITE.

9. HAND TOOL ONLY WITHIN LIMITS OF TREE PROTECTION FENCING; NO HEAVY EQUIPMENT TO BE

USED WITHIN LIMITS OF TPF.

10. ALL AREAS OF ASPHALT PARTIAL DEMOLITION AND SAWCUT ARE TO BE STAKED OUT FOR REVIEW

BY THE LANDSCAPE ARCHITECT PRIOR TO START OF DEMOLITION WORK. DAMAGE TO AREAS OF

ASPHALT BEYOND SCOPE OF REMOVAL SHOWN ARE TO BE REPLACED AT NO COST TO THE OWNER.

11. ALL SITE FURNISHINGS WITHIN LIMITS OF DISTURBANCE ARE TO BE REMOVED/ RELOCATED PRIOR

TO START OF WORK; CONTRACTOR TO COORDINATE WITH OWNER.

12. REFER TO UTILITY DEMOLITION FOR REMOVAL OF ANY EXISTING ABOVE OR BELOW GROUND

UTILITIES.

13. TREE PROTECTION FENCING TO BE INSTALLED AND INSPECTED BY SOUTH PIEDMONT COMMUNITY COLLEGE AND/OR ARCHITECT PRIOR TO BEGINNING ANY WORK. TREE PROTECTION TO REMAIN IN

PLACE THROUGHOUT THE DURATION OF THE PROJECT.

SOIL NOTES

1. ALL EARTHWORK BELOW LANDSCAPE SOILS WILL BE COMPRISED OF CLEAN ANDSTRUCTURALLY APPROVED LOCAL RESIDUAL SOILS. SURFACE 678 WILL SPECIFY ALL PLANTING SOILS FOR ALL

PLANTED AREAS.

2. BACKFILL ALONG STRUCTURES REQUIRE GEOTECHNICAL INSPECTION AND CONFIRMATION TO

PREVENT DIFFERENTIAL SETTLEMENT.

3. BACKFILL OF DEEP TRENCHES AND UTILITIES OVER DEEP UTILITY INFRASTRUCTURE, NORMAL

BACKFILL DESIGN MAY BE INADEQUATE TO PREVENT SETTLEMENT AND DAMAGE TO LANDSCAPE.

THE PROJECT SHOULD INCORPORATE BACK FILL MATERIALS, GEOTECHNICAL DESIGN AND

OVERSIGHT OR OTHER METHODS TO PREVENT SETTLEMENT.

4. RIP SUBSOIL OR HARDPAN TO A DEPTH OF 24" PRIOR TO THE PLACEMENT OF PLANTING SOILS.

5. ALL CONSTRUCTION DEBRIS AND TEMPORARY CONSTRUCTION BALLAST PLACED FOR

VEHECULAR ACCESS TO BE REMOVED TO ITS FULL DEPTH PRIOR TO PLACEMENT OF PLANTING

SOILS.

SHEET INDEX

SPCC OCH CAMPUS

CONTEXT MAP

L101 GENERAL NOTES

L110 OVERALL PLAN

L121 DEMOLITION PLAN

L130 OVERALL MATERIALS PLAN

L131 MATERIALS ENLARGEMENT

L132 MATERIALS ENLARGEMENT

L133 MATERIALS ENLARGEMENT

L134 MATERIALS ENLARGEMENT

L143 SIDEWALK LAYOUT PLAN ENLARGEMENT

L144 SIDEWALK LAYOUT PLAN ENLARGEMENT

L151 GRADING PLAN ENLARGEMENT

L152 GRADING PLAN ENLARGEMENT

L153 GRADING PLAN ENLARGEMENT

L154 GRADING PLAN ENLARGEMENT

L155 ALTERNATE AREA: GRADING PLAN ENLARGEMENT

L161 PLANTING PLAN ENLARGEMENT

L162 PLANTING PLAN ENLARGEMENT

L163 PLANTING PLAN ENLARGEMENT

L164 PLANTING PLAN ENLARGEMENT

L165 PLANTING PLAN ENLARGEMENT

L166 ALTERNATE AREA: PLANTING PLAN ENLARGEMENT

L167 PLANTING SCHEDULE

L171 SOILS PLAN

L172 ALTERNATE AREA: SOILS PLAN ENLARGEMENT

L501 DETAILS - PAVING

L502 DETAILS - PLANTING

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

L110

OVERALL PLAN

RHUS AROMATICA 'GRO-LOW'

EX. 15" RCPEX. 30" RCP

EX.

36"

EX.

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#9E

EX. SDMH #8E

EX. SDMH #1E

EX. CURBINLET #4E

EX. CURBINLET #2E

EX. CURBINLET #3E

EX. CURBINLET #8E

N56°18'45"E 1137.32'

S51°52'52"W 326.18'S51°59'07"W 665.57'

S65°32'23"E 500.38'

BERM=674.6

STO

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BASIN

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W/LT

SAN

FILTER

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W/LT

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& NCDO

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Existing 60' Public R\W

- SR. 1009

O ld Charlotte Hwy.

Per NCDO T Project: 8.2746402

Future 100' Public R\W per the CRTPO

Thoroughfare Plan

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LANDSCAPE

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LANDSCAPE

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REFER TO 2/L151 FOR GRADING PLAN

REFER TO 2/L161 FOR PLANTING PLAN

REFER TO 1/L131 FOR MATERIALS PLAN

REFER TO 1/L151 FOR GRADING PLAN

REFER TO 1/L161 FOR PLANTING PLAN

OVERALL KEY PLAN

Scale: 1" = 40'-0"1

0 40 80 FT

REFER TO 2/L132 FOR MATERIALS PLAN

REFER TO 2/L152 FOR GRADING PLAN

REFER TO 2/L162 FOR PLANTING PLAN

REFER TO 1/L133 FOR MATERIALS PLAN

REFER TO 1/L143 FOR LAYOUT PLAN

REFER TO 1/L153 FOR GRADING PLAN

REFER TO 1/L163 FOR PLANTING PLAN

REFER TO 1/L132 FOR MATERIALS PLAN

REFER TO 1/L152 FOR GRADING PLAN

REFER TO 1/L162 FOR PLANTING PLAN

REFER TO 1/L134 FOR MATERIALS PLAN

REFER TO 1/L144 FOR LAYOUT PLAN

REFER TO 1/L154 FOR GRADING PLAN

REFER TO 1/L164 FOR PLANTING PLAN

REFER TO 1/L165 FOR PLANTING PLAN

REFER TO 1/L155 FOR ALTERNATE AREA- GRADING PLAN

REFER TO 1/L166 FOR ALTERNATE AREA- PLANTING PLAN

REFER TO 1/L172 FOR ALTERNATE AREA- SOILS PLAN

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N56°18'45"E 1137.32'

S51°52'52"W 326.18'S51°59'07"W 665.57'

27.16'

30.61'

1102.54'

34.78'

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268.41'

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UGP UGP UGP UGPUGP UGPUGP

UGP UGP UGP UGP UGP

UGP

U G

P U

G P

U G

P U

G P

UGP

UGPUGP UGPUGP UGP UGPUGP

UGP

UGPUGPUGPUGP

UGP

UGPUGP UGPUGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGP

UGP UGP UGP UGPUGP

UGPUGP

UGPUGPUGPUGP

UGPUGP UGP

U G

P U

G P

U G

UGP

U G

P U

G P

U G

P U

G P

UGP

UGPUGP UGP

UGP

UGPUGP

WWW

W WW

W W

W W W

W W

W W W

W W

G G

G GG G G G G G GG

G G

G G G G G G

G G G GG

G G

OHPOHP

OHP

O H

P O

H P

O H

OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

O H

P O

H P

O H

OHP

O H

SAN

9 67

675 673

676 673

675 675

1 67

3 671 670

675 674

Dyed DieselPump

M ob ile R es tro om s

Concrete Walk

Moveable Volleyball Net

Concrete Walk

Concre te W alk

C on cr et e W al k

Concrete Walk

W al l

Wall

Concrete

C on cr et e W al k

W/LT

23.45 AC.

W/LT

PIN: 09-366-008ASOUTH PIEDMONT COMMUNITY COLLEGEDB. 1361, PG. 889 DB. 1457, PG. 594Zoned: GI (Monroe)

25' GPUE

(PC. H, FILE 286)

(DB. 1927, PG. 556)

1,021,264 SF.

Sand Volleyball

Basketball Court

Gravel

M ob ile C la ss ro om

Mobile Classroom

Shed

Moveable Shed

Aluminum Deck

Asphalt

Generator

Air Conditioning

Units

& NCDO

T Project: W

BS 41293

Existing 60' Public R\W

- SR. 1009

O ld Charlotte Hwy.

Per NCDO T Project: 8.2746402

Future 100' Public R\W per the CRTPO

Thoroughfare Plan

SIGN.NO.PARK

LD LD

LDLD LD LD LD LD

LDLD

S PIEDMONT STREET

TP TP

TPTP TP TP TP TP TPTP

TPTP

TP TP TP TP TP TP TP TP

OLD CHARLOTTE HIGHW

LD LD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD

LD LD LD LD

LD LD LD

LD LD

REMOVE SIGN AND

RETAINING WALL

EXISTING PARKING SIGNS IMPACTED BY

DEMOLITION TO BE REMOVED AND STORED.

SIGNS TO BE REPLACED IN ORIGINAL

LOCATIONS FOLLOWING CONSTRUCITION.

LOW WALL AND ASSOCIATED

FOOTING TO BE DEMOLISHED

LANDSCAPE TO BE DEMOLISHED; TYP.

EXISTING SIDEWALK

TO REMAIN

EXISTING FLAG

POLE TO REMAIN

EXISTING SIGN POST TO BE REMOVED

AND STORED FOR FUTURE USE

EXISTING PARKING SIGNS IMPACTED BY DEMOLITION TO

BE REMOVED AND STORED. SIGNS TO BE REPLACED IN

ORIGINAL LOCATIONS FOLLOWING CONSTRUCITION

BUILDING A

EXISTING VOLLEYBALL NET AND SOCCER

GOALS TO BE STORED DURING

CONSTRUCTION ACTIVITY AND REPLACED

FOLLOWING SUBSTANTIAL COMPLETION

EXISTING TREES ARE TO BE REMOVED

THROUGH A SEPARATE PROJECT. ANY

TREES/VEGETATION OUTSIDE OF THE

LIMITS OF DISTURBANCE ARE TO BE

PROTECTED FROM ALL CONSTRUCTION

ACTIVITY AND REMAIIN IN PLACE

EXISTING PLANTINGS TO REMAIN; TYP.

CONCRETE RAMPS AND HANDRAILS

TO REMAIN AND BE PROTECTED

FROM CONSTRUCTION ACTIVITIES

THROUGHOUT CONSTRUCTION

PROCESS

EXISTING LIGHTING

TO REMAIN; TYP.

SIGN TO REMAIN; TYP.

EXISTING LIGHTING

TO REMAIN; TYP.

EXISTING STORM

DRAIN TO REMAIN

EXISTING SIGN TO BE

SALVAGED AND

RE-INSTALLED

SAND VOLLYEBALL COURT TO REMAIN

BASKETBALL COURT TO REMAIN

TREES PLANTED THROUGH ASCEND

PROJECT TO REMAIN AND BE PROTECTED;

TYP.

EXISTING PATIO

GREASE TRAP IS LOCATED

BETWEEN EXISTING PATIO AND

BUILDING; CONTRACTOR TO VIF

LOCATION PRIOR TO TO

CONSTRUCTION

EXISTING TREES TO REMAIN

ALTERNATE AREA #1

DEMOLITION PLAN

Scale: 1" = 30'-0"1

0 30 60 FT

08/11/2026

A BUILDING, 4150 STUDENT

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

L121

DEMOLITION PLAN

DEMOLITION LEGEND

SYMBOL DESCRIPTION

TREE PROTECTION FENCE;

SEE DETAIL A1/L502

TP TP

EXISTING TREES TO BE DEMOLISHED

LIMITS OF DISTURBANCELD LD

EXISTING WALLS AND BENCH TO BE DEMOLISHED

LANDSCAPE TO BE DEMOLISHED

HARDSCAPE TO BE DEMOLISHED (1022.90 SQ FT)

EXISTING IMPERVIOUS SURFACE REMOVED: 1022.900 SQ FT

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

L130

OVERALL

MATERIAL PLAN

PROPOSED IMPERVIOUS SURFACE: 3807.112 SQ FT

EX. 15" RCPEX. 30" RCP

EX.

36"

EX.

SDMH

#9E

EX. SDMH #8E

EX. SDMH #1E

EX. CURBINLET #4E

EX. CURBINLET #3E

EX. CURBINLET #8E

IPFIPF

LPP

RW-DISK

IPF152 FROM108

LPPLPP

LPP

IPF

N56°18'45"E 1137.32'

S51°52'52"W 326.18'S51°59'07"W 665.57'

27.16'

30.61'

1102.54'

34.78'

S65°32'23"E 500.38'

268.41'

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

UGT

G T

UGT

U G

T U

G T

U G

UGT

UGTUGT

U G

UGT

U G

UGT

UGTUGTUGTUGT

UGTUGT

UGT

UGTUGTUGT

UGTUGTUGTUGTUGT

UGTUGT

U G

T U

G T

U G

T U

G T

U G

T U

G T

UGT

U G

T U

G T

U G

UGT

UGTUGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGT

UGTUGT

UGT

UGT UGT UGTUGT UGT

UGT

UGT UGT

UGT

UGT UGTUGT UGT UGTUGT

U G

T UGTUGT

UGT

UGT UGT UGT

UGTUGT

UGT

U G

UGT

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGPUGP

UGPUGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

UGP

UGP UGP UGP UGPUGP UGPUGP

UGP UGP UGP UGP UGP

UGP

U G

P U

G P

U G

P U

G P

UGP

UGPUGP UGPUGP UGP UGPUGP

UGP

UGPUGPUGPUGP

UGP

UGPUGP UGPUGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGP

UGP UGP UGP UGPUGP

UGPUGP

UGPUGPUGPUGP

UGPUGP UGP

U G

P U

G P

U G

UGP

U G

P U

G P

U G

P U

G P

UGP

UGPUGP UGP

UGP

UGPUGP

WWW

W WW

W W

W W W

W W

W W W

W W

G G

G GG G G G G G GG

G G

G G G G G G

G G G GG

G G

OHPOHP

OHP

O H

P O

H P

O H

OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

O H

P O

H P

O H

OHP

O H

STM

SAN

W/LT

& NCDO

T Project: W

BS 41293

Existing 60' Public R\W

- SR. 1009

O ld Charlotte Hwy.

Per NCDO T Project: 8.2746402

Future 100' Public R\W per the CRTPO

Thoroughfare Plan

SIGN.NO.PARK

XXXX

X X

XXXXXXX

X X

X X X X X X

X X

XXXXXXXXXXXXX

X X

X X X

X X

XXXXX

X X

XXXXXXXX

XXX

XXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXX

X X

XXX

X X

X X X X X X X X X X X X X X X X

X X X X X X X X X

X X

X X X X

X X

XXXXX

X X

X X X

X X

XXXXXXX

X X X X X X X X X X

X X

X X X X X X X X X

X X X X X X X X X X X

X X

X X X

X X

LD LD

LDLD LD LD LD LD

LDLD

S PIEDMONT STREET

LANDSCAPE

BERM

EXISTING

PATIO

FUTURE

BIORETENTION

(NOT IN SCOPE)

LANDSCAPE

BERM

PARKING LOT

LANDSCAPE

BERM

LANDSCAPE

BERM

SOCCER

PITCH

TP TP

TPTP TP TP TP TP TPTP

TPTP

TP TP TP TP TP TP TP TP

EXISTING

SAND

VOLLEYBALL

COURT

OLD CHARLOTTE HIGHW

LD LD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD

LD LD LD LD

LD LD LD

LD LD

BUILDING A

EXISTING PLANTINGS TO REMAIN; TYP.

SIGN TO REMAIN; TYP.

EXISTING LIGHTING

TO REMAIN; TYP.

EXISTING TREES TO REMAIN

ALTERNATE AREA #1

DEMOLITION PLAN

Scale: 1" = 30'-0"1

0 30 60 FT

MATERIALS

ENLARGEMENT PLAN

B C

X X

XXXXXXXX

X X

XXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X

X X

X X X X X X X X X X X

X X

XXXXXXXXXXXX

X X

X X X X X X X X X

X X

BOULDER; REFER TO

SCHEDULE FOR SIZE AND

DETAIL; TYP.

DECORATIVE MOW STRIP

AT EDGE OF BUILDING

DRIVEWAY

BUILDING A

FUTURE

BIORETENTION

(NOT IN SCOPE)

EXISTING

DROPOFF

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLD

LD LD

LDLD

LDLDLDLD

LD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLD

A1 L501

B1 L501

LPP

C on cr et e W al k

U G

T U

G T

U G

UGT

UGTUGT

UGT

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

U G

T U

G T

U G

UGT

U G

UGT

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGP

UGP

UGPUGP

UGP

UGPUGPUGP

OHP

OHPOHP

OHP

MATERIALS PLAN

Scale: 1" = 10'-0"1

0 10 20 FT

REFER TO 1/L133 FOR MATERIAL PLAN

R M

A N

REFER TO 2/L131 FOR MATERIAL PLAN

Y D

U G

P U

G P

U G

UGPUGP UGPUGP UGPUGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGP

UGP

P U

G P

UGPUGPUGPUGP

UGPUGP

U G

P U

G P

U G

UGP

UGPUGPUGPUGPUGP

U G

P U

G P

UGP

U G

UGPUGPUGP

UGP

W W

G G G

GG G

GG GG

OHP

O H

OHP

OHPOHP OHP OHP

O H

OHP

OHPOHP

OHP

OHP O

SAN

X X

XXX

XXXXX X

XXXXXX

X X

XXXX

X X X X X X X

X X

X X X

X X X XX X

X X X

X X

LDLD

LDLD LD

LDLD

TP TP

TPTP TPTP

TP TP

TPTP

LDLDLDLDLDLD

LD LD LD LD

KEY MAP

08/11/2026

A BUILDING, 4150 STUDENT

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

L131

X X X X

TP TP

LEGEND

LD LD

TP TP

LIMIT OF DISTURBANCE

TREE PROTECTION FENCE

PROPERTY LINE

MATERIALS LEGEND

LIGHT DUTY CONCRETE

PAVING; TYP.

DECORATIVE GRAVEL

EDGE OF PAVEMENT

TRASH RECEPTACLES

BENCH

(1 PAIRS)

QTY: 4

TRUNCATED DOME PAVER

LANDSCAPE BOULDER

SEE BOULDER SCHEDULE

MOW STRIP AT EDGE

OF BUILDING

IMPERVIOUS AREA CALCULATIONS

CONCRETE: 3,853 SQ FT.

GRAVEL: 969 SQ FT.

TOTAL: 4,822 SQ FT.

CONSTRUCTION FENCE

A1 L502

D1 L501

D3 L501

C1 L501

A3 L503

A1 L503

A1 L501

B1 L501

SYM QTY

3' L X 2' W X 2' HT - FIELD STONE;

ROUNDED AND WEATHERED

TENNESSEE STONE WITH MOSS

LICHENS, COLORS BROWN, TANS,

REDS AND GRAYS

1.5'-2' L X 1' W X 1.5' HT - FIELD

STONE; ROUNDED AND

WEATHERED TENNESSEE STONE

WITH MOSS LICHENS, COLORS

BROWN, TANS, REDS AND GRAYS

TYPE

5.5' L X 3.5' W X 2' HT - FIELD STONE;

ROUNDED AND WEATHERED

TENNESSEE STONE WITH MOSS

LICHENS, COLORS BROWN, TANS,

REDS AND GRAYS

BOULDER SCHEDULE

B C

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X

X X

X X X X X X X X X X X X

X X

XXXXXXXXXXXX

X X

X X X X X X X X X

X X

BOULDER; REFER TO

SCHEDULE FOR SIZE AND

DETAIL; TYP.

DECORATIVE MOW STRIP

AT EDGE OF BUILDING

BUILDING A

DRIVEWAY

LANDSCAPE

BERM

EXISTING

PATIO

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLD

LDLDLDLD

LDLD LD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

A1 L501

B1 L501

LPP

U G

T U

G T

UGT

UGTUGT

UGT

UGTUGT

UGT

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

U G

T U

G T

U G

UGT UGT

UGT

U G

UGT

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

PUGP

UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGP

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP

UGPUGP UGP UGP UGP UGP

UGP

UGP UGP UGP UGP UGP UGP UGP UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGP

OHP

OHP OHP OHP

OHP

OHPOHP

OHP

MATERIALS PLAN

Scale: 1" = 10'-0"2

0 10 20 FT

REFER TO 1/L131 FOR MATERIAL PLAN

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

Y D

U G

P U

G P

U G

UGPUGP UGPUGP UGPUGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGPUGP

UGP

P U

G P

UGPUGPUGPUGP

UGPUGP

U G

P U

G P

U G

UGP

UGPUGPUGPUGPUGP

U G

P U

G P

UGP

U G

UGPUGPUGP

UGP

W W

G G G

GG G

GG GG

OHP

O H

OHP

OHPOHP OHP OHP

O H

OHP

OHPOHP

OHP

OHP O

SAN

X X

XXX

XXXXX X

XXXXXX

X X

XXXX

X X X X X X X

X X

X X X

X X X XX X

X X X

X X

LDLD

LDLD LD

LDLD

TP TP

TPTP TPTP

TP TP

TPTP

LDLDLDLDLDLD

LD LD LD LD

KEY MAP

2 1

X X X X

TP TP

LEGEND

LD LD

TP TP

LIMIT OF DISTURBANCE

TREE PROTECTION FENCE

PROPERTY LINE

MATERIALS LEGEND

LIGHT DUTY CONCRETE

PAVING; TYP.

DECORATIVE GRAVEL

EDGE OF PAVEMENT

TRASH RECEPTACLES

BENCH

(1 PAIRS)

QTY: 4

TRUNCATED DOME PAVER

LANDSCAPE BOULDER

SEE BOULDER SCHEDULE

MOW STRIP AT EDGE

OF BUILDING

IMPERVIOUS AREA CALCULATIONS

CONCRETE: 3,853 SQ FT.

GRAVEL: 969 SQ FT.

TOTAL: 4,822 SQ FT.

CONSTRUCTION FENCE

A1 L502

D1 L501

D3 L501

C1 L501

A3 L503

A1 L503

A1 L501

B1 L501

SYM QTY

3' L X 2' W X 2' HT - FIELD STONE;

ROUNDED AND WEATHERED

TENNESSEE STONE WITH MOSS

LICHENS, COLORS BROWN, TANS,

REDS AND GRAYS

1.5'-2' L X 1' W X 1.5' HT - FIELD

STONE; ROUNDED AND

WEATHERED TENNESSEE STONE

WITH MOSS LICHENS, COLORS

BROWN, TANS, REDS AND GRAYS

TYPE

5.5' L X 3.5' W X 2' HT - FIELD STONE;

ROUNDED AND WEATHERED

TENNESSEE STONE WITH MOSS

LICHENS, COLORS BROWN, TANS,

REDS AND GRAYS

BOULDER SCHEDULE

B C

X X

XXXXXXXX

X X

XXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X

X X

X X X X X X X X X X X

X X

EXISTING HOLLY TO REMAIN; TYP.

EXISTING HOLLY TO

REMAIN; TYP.

TREE PROTECTION FENCE; TYP.

CURB RAMP; REPLACE CURB

AND GUTTER TO NEXT

ADJACENT EXISTING JOINT

LANDSCAPE BOULDER; REFER TO

SCHEDULE FOR SIZE AND DETAIL; TYP.

DECORATIVE MOW STRIP

AT EDGE OF BUILDINGBUILDING A

TP TP

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLD

LD LD LD LD LD LD LD LD LD LD

LDLDLDLD

LDLD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD LD

A1 L502

B3 L501

A1 L501

B1 L501

Concrete Walk

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGTUGTUGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGT

UGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGT

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

UGT

UGTUGT

UGT

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGT

UGTUGT

UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGTUGT

UGT

U G

T U

G T

U G

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP UGPUGPUGP

UGP UGP UGP UGP UGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP UGPUGP UGP UGP

U G

P U

G P

UGP

UGP UGP UGP UGP

UGP

UGPUGP UGP UGP

UGP

UGPUGP

UGP

UGPUGP

UGP

UGPUGPUGP

W W

W W W W W W W W

W W

W W W W W W W W

W W

W W W W

G G G

G G G G G G G G G G G G G

GG G G G G G G G G G

G G

OHP

OHPOHP

OHP

MATERIALS PLAN

Scale: 1" = 10'-0"2

0 10 20 FT

REFER TO 1/L133 FOR MATERIAL PLAN

R M

A N

R M

A N

A B

C C C

C C

B B

C A

C CC C

B B B

A B

B C C

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXX

X X

XXXXXXXX

X X

XXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X

X X

X X X X X X X X X X X

X X

XXXXXXXXXXXXXX

X X

XX X X X X X X X X X X X X X X X X X X X X X X

X X

XX X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXX

X X

XXXXX

X X

EXISTING FLAG

POLE TO REMAIN

EXISTING HOLLY TO

REMAIN; TYP.

LANDSCAPE BOULDER;

REFER TO SCHEDULE FOR

SIZE AND DETAIL; TYP.

DECORATIVE GRAVEL

EDGE OF PAVEMENT; TYP.

LIGHT DUTY CONCRETE

PAVING; TYP.

EXISTING STORM

DRAIN TO REMAIN

EXISTING SIGN TO BE

SALVAGED AND

RE-INSTALLED

EXISTING

STORMWATER

SYSTEM; TYP.

REPLACE CURB AND GUTTER TO

NEXT ADJACENT EXISTING JOINT

LANDSCAPE BOULDER; TYP.

DECORATIVE MOW STRIP

AT EDGE OF BUILDING

PARKING LOT

BUILDING A

TP TP

LDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLD

LDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLD

LDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLD

LDLDLD

LDLDLDLDLD

LD LD LD LDL

LDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLD

LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD

L501

D3 L501

A1 L501

B1 L501

LPP

Concrete Walk

Concre te W alk

Concrete Walk

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

UGT

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGT

UGT

U G

T U

G T

U G

T U

G T

U G

UGT

UGTUGT

UGT

UGTUGT

UGT

UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP UGPUGPUGP

UGP UGP UGP UGP UGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP UGPUGP UGP UGP

U G

P U

G P

U G

UGPUGP

UGP

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGP

UGP

UGPUGP

UGP

UGPUGP

UGP

UGPUGP UGP UGP UGP UGP UGPUGP

U G

P U

G P

U G

P U G

U G

P U

G P

UGP

UGP UGP UGP UGP

UGP

UGPUGP UGP UGP

UGP

W W

W W W W W W W W

W W

W W W W W W W W

W W

W W W W W W

W W

W W W W

G G G

G G G G G G G G G G G G G

GG G G G G G G G G G

G G

G G G

G G

OHP

O H

MATERIALS PLAN

Scale: 1" = 10'-0"1

0 10 20 FT

T O

M A

R M

A N

REFER TO 1/L133 FOR MATERIAL PLAN

MATERIALS

L132

SUCCESS PLACE,

MONROE, NC 28110

NO. REVISION DATE

DATE:

DRAWN:

CHECKED:

SHEET TITLE:

KEY MAP

BID DOCUMENTS

AUG 11, 2026

MH, JJ, EK

SK, GB, CB

CONSULTANTS

REGISTRATION

CLIENT

1851 S PIEDMONT ST,

MONROE, NC 28110

SOUTH PIEDMONT

COMMUNITY COLLEGE

PROJECT NO: 2538X00

ISSUE:

5431 2

Surface 678, P.A.

215 Morris Street, Suite 150 Durham, NC 27701 www.surface678.com p : 919-419-1199 f : 919-419-1669

OCH PHASE I

LANDSCAPING

1 ISSUE FOR BID 08/11/2026

NV5 ENGINEERS AND CONSULTANTS, INC.

3300 REGENCY PARKWAY, STE100

CARY, NC 27518

OFFICE:(919) 836- 4800

FAX:(919) 836-4801

NCCCS Project ID # 2787

SCO Project ID # 26929

C C C

C C

C CC C

B B

B C C

X X

XXXXXXXX

X X

XXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X

X X X X X X X X X X X

X X

X X X X X X X X X X X

X X

XXXXXXXXXXXXXX

X X

XX X X X X X X X X X X X X X X X X X X X X X X

X X

XX X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXX

X X

XXXXX

X X

EXISTING HOLLY TO

REMAIN; TYP.

DECORATIVE GRAVEL

EDGE OF PAVEMENT; TYP.

LIGHT DUTY CONCRETE

PAVING; TYP.

CURB RAMP; TYP.

BENCH; TYP.

TRASH RECEPTACLES; TYP.

CURB RAMP; TYP.

EXISTING STORM

DRAIN TO REMAIN

EXISTING SIGN TO BE

SALVAGED AND

RE-INSTALLED

EXISTING

STORMWATER

SYSTEM; TYP.

DECORATIVE GRAVEL

EDGE OF PAVEMENT; TYP.

CURB RAMP; REPLACE CURB

AND GUTTER TO NEXT

ADJACENT EXISTING JOINT

REPLACE CURB AND GUTTER TO

NEXT ADJACENT EXISTING JOINT

LANDSCAPE BOULDER; REFER TO

SCHEDULE FOR SIZE AND DETAIL; TYP.

LANDSCAPE BOULDER; TYP.

REPLACE CURB AND GUTTER TO

NEXT ADJACENT EXISTING JOINT

FUTURE CROSSWALK

ALIGNMENT; NIC

PARKING LOT

LANDSCAPE

BERM

LANDSCAPE

BERM

S PIEDMONT STREET

PARKING LOT

TP TP

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLD

LDLDLDLDLDLD

LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD

LDLD

LDLD LD LD LD LD LD LD LD LD LD

LDLDLDLD

LDLD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

LD LD LD LD LD LD LD LD LD LD LD

LDLD LD

LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD

D4 L501

A1 L503

A3 L503

D3 L501

D1 L501

C3 L501

A1 L501

D3 L501

B3 L501

A1 L501

LPP

Concre te W alk

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

UGT

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

UGT

UGTUGT

UGT

U G

T U

G T

U G

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 Aug 13, 2026.