SW3210701_Plansheet - Other_20210707

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VICINITY MAP
N.T.S.
QUANTITY TAKEOFF
WATER MAIN
SIZE
LENGTH
6-INCH
835 LF
8-INCH
5725 LF
12-INCH
1944 LF
SANITARY SEWER
SIZE
LENGTH
6-INCH
835 LF
8-INCH
5725 LF
12-INCH
1944 LF
ROADWAY
6735 LINEAR FEET (TOTAL)
SHEET INDEX
WICKER PARK
10704 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA
CONSTRUCTION DRAWINGS
PROJECT NUMBER: 2021210184
DATE: DUNE 8.0 2021
C0.00
PROJECT NOTES
C1.00
EXISTING CONDITIONS SURVEY
C6.00
C1.01
EXISTING CONDITIONS SURVEY
C6.01
C2.00
OVERALL SITE PLAN
C6.02
C2.01
SITE PLAN
- A
C6.03
C2.02
SITE PLAN
- B
C6.04
C2.03
SITE PLAN
- C
C6.05
C2.04
SITE PLAN
- D
C6.06
C3.00
OVERALL GRADING & STORM DRAINAGE PLAN
C6.07
C3.01
GRADING AND STORM DRAINAGE PLAN - A
C6.08
C3.02
GRADING AND STORM DRAINAGE PLAN - B
C6.09
C3.03
GRADING AND STORM DRAINAGE PLAN - C
C6.10
C3.04
GRADING AND STORM DRAINAGE PLAN - D
C6.11
C4.00
OVERALL UTILITY PLAN
C6.12
C4.01
WATER MAIN EXTENSION
C7.00
C5.00
PLAN AND
PROFILE - BUTTONBUSH DR STA.10+00.00THRU STA. 22+00.00
C7.01
C5.01
PLAN AND
PROFILE - BUTTONBUSH DR STA. 22+00.00THRU STA. 32+50.00
C7.02
C5.02
PLAN AND
PROFILE - BUTTONBUSH DR STA. 32+50.00THRU STA.42+00.00
C7.03
C5.03
PLAN AND
PROFILE - BUTTONBUSH DR STA.42+00.00THRU STA. 53+85.05
C7.04
C5.04
PLAN AND
PROFILE - GOOSEBERRY CT STA.10+00.00THRU STA. 20+09.70
C7.05
C5.05
PLAN AND
PROFILE - PEASH RU B AVE STA.10+00.00 THRU STA. 21+00.00
C7.06
C5.06
PLAN AND
PROFILE - PEASH RU B AVE STA. 21+00.00 THRU STA. 24+54.16
C7.07
C5.07
PLAN AND
PROFILE - CAROUSEL CORRAL DRSTA. 10+00.00 THRU STA. 13+69.48
C7.08
C5.08
PLAN AND
PROFILE - SANITARY SEWER PROFILE Ex. SSMH-100 - SSMH-130
C7.09
C5.09
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-103-SSMH-105
C7.10
C5.10
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-103-SSMH-110
C7.11
C5.11
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH109-SSMH-113
C7.12
C5.12
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-113-SSMH-120
C7.13
C5.13
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-118-SSMH-126
C7.14
C5.14
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-126-SSMH-131
C7.15
C5.15
PLAN AND
PROFILE - SANITARY SEWER PROFILE SSMH-130-SSMH-137
C7.16
C5.16
PLAN AND
PROFILE - LINE OF SIGHT FLOWERS STORE RD & BUTTONBUSH DR
C7.17
C5.17
PLAN AND
PROFILE - LINE OF SIGHTBUTTONBUSH DR & GOOSEBERRY CT
C7.18
C5.18
PLAN AND
PROFILE - LINE OF SIGHT BUTTONBUSH DR & PEASHRUB AVE 'T'
C7.19
C5.19
PLAN AND
PROFILE - LINE OF SIGHT BUTTONBUSH DR & PEASHRUB AVE "2"
C7.20
C5.20
PLAN AND
PROFILE - LINE OF SIGHT BUTTONBUSH DR & CAROUSEL CORRAL DR
C7.21
C7.22
C7.23
OVERALL EROSION CONTROL PLAN -STAGE 1
EROSION CONTROL PLAN - STAGE 1- A
EROSION CONTROL PLAN - STAGE 1- B
EROSION CONTROL PLAN - STAGE 1- C
EROSION CONTROL PLAN - STAGE 1- D
OVERALL EROSION CONTROL PLAN -STAGE 2
EROSION CONTROL PLAN - STAGE 2 - A
EROSION CONTROL PLAN - STAGE 2 - B
EROSION CONTROL PLAN - STAGE 2 - C
EROSION CONTROL PLAN - STAGE 2 - D
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
FLOWES STORE ROAD - ROAD IMPROVEMENT PLAN
FLOWES STORE ROAD - PAVEMENT MARKING & SIGNAGE PLAN
FLOWES STORE ROAD - STATIONING PLAN
FLOWES STORE ROAD - DEMO & EROSION & SEDIMENT CONTROL PLAN
FLOWES STORE ROAD - GRADING & DRAINAGE PLAN
FLOWES STORE ROAD - TRAFFIC CONTROL PLAN PHASE I
FLOWES STORE ROAD - TRAFFIC CONTROL PLAN PHASE II
FLOWES STORE ROAD - CROSS SECTION STA.10+00.00THRU STA.11+00.00
FLOWES STORE ROAD - CROSS SECTION STA.11+50.00 THRU STA.12+50.00
FLOWES STORE ROAD - CROSS SECTION STA.13+00.00 THRU STA.14+00.00
FLOWES STORE ROAD - CROSS SECTION STA.14+50.00 THRU STA.15+50.00
FLOWES STORE ROAD - CROSS SECTION STA.16+00.00 THRU STA.17+00.00
FLOWES STORE ROAD - CROSS SECTION STA.17+50.00THRU STA.18+50.00
FLOWES STORE ROAD CROSS SECTION STA. 19+00.00THRU STA. 19+78.00
FLOWES STORE ROAD - CROSS SECTION STA. 20+00.00 THRU STA. 21+00.00
FLOWES STORE ROAD - CROSS SECTION STA. 21+50.00 THRU STA. 22+50.00
FLOWES STORE ROAD - CROSS SECTION STA. 23+00.00 THRU STA. 24+00.00
FLOWES STORE ROAD - CROSS SECTION STA. 24+50.00 THRU STA. 25+50.00
FLOWES STORE ROAD - CROSS SECTION STA. 25+59.00 THRU STA. 26+09.00
FLOWES STORE ROAD - CROSS SECTION STA. 26+50.00 THRU STA. 26+95.00
ROAD IMPROVEMENT - SITE DETAILS
ROAD IMPROVEMENT - EROSION & SEDIMENT CONTROL DETAILS
ROAD IMPROVEMENT - PAVEMENT MARKING & SIGNAGE DETAILS
ROAD IMPROVEMENT - TRAFFIC CONTROL DETAILS
C8.00
SITE DETAILS
C8.01
SITE DETAILS
C8.02
SITE DETAILS
C8.03
STORM DRAINAGE DETAILS
C8.04
STORM DRAINAGE DETAILS
C8.05
STORM DRAINAGE DETAILS
C8.06
SANITARY SEWER DETAILS
C8.07
WATER DETAILS
C9.00
STORMWATER CONTROL MEASURE'A'
- PLAN VIEW
C9.01
STORMWATER CONTROL MEASURE 'A'
- DETAILS
C9.02
STORMWATER CONTROL MEASURE 'A'
- DETAILS
C9.03
STORMWATER CONTROL MEASURE 'A'
- LANDSCAPE PLAN
C9.04
STORMWATER CONTROL MEASURE 'B'
- PLAN VIEW
C9.05
STORMWATER CONTROL MEASURE'B'
- DETAILS
C9.06
STORMWATER CONTROL MEASURE'B'
- DETAILS
C9.07
STORMWATER CONTROL MEASURE 'B'
- LANDSCAPE PLAN
C9.08
STORMWATER CONTROL MEASURE'C'
- PLAN VIEW
C9.09
STORMWATER CONTROL MEASURE 'C'
- DETAILS
C9.10
STORMWATER CONTROL MEASURE 'C'
- DETAILS
C9.11
STORMWATER CONTROL MEASURE'C'
- LANDSCAPE PLAN
L5.00
OVERALL CODE LANDSCAPE
L5.01
CODE LANDSCAPE - A
L5.02
CODE LANDSCAPE - B
L5.03
CODE LANDSCAPE - C
L5.04
CODE LANDSCAPE - D
L5.05
LANDSCAPE DETAILS
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MC AADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
STUART WOODARD
[e-mail]
PHONE: [phone]
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE. NC 28226
PHONE: [phone]
I[Pulte6irniAp
PROJECT DIRECTORY
THE JOHN R.
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REVISIONS
NO. DATE
CONSTRUCTION
DRAWINGS FOR:
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
K# N MR UT "115
TOWN OF MIDLAND, INC
PROJECT NUMBER: 2021210184

Know what's below.
Call before you dig.
GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTION AND PERMIT
DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
DEMOLITION NOTES:
1. IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION SHALL BE CONDUCTED FOR ASBESTOS -CONTAINING
MATERIALS, PRIOR TO CONDUCTING A RENOVATION OR DEMOLITION ACTIVITY OF AN EXISTING STRUCTURE. THE ASBESTOS
INSPECTION MUST BE CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR. ALL REGULATED AND/OR FRIABLE
ASBESTOS -CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY, WHICH WILL BE DISTURBED, MUST BE PROPERLY REMOVED
BY ACCREDITED INDIVIDUALS BEFORE BEGINNING THE RENOVATION OR DEMOLITION ACTIVITY. IF REGULATED AND/OR FRIABLE
ASBESTOS CONTAINING MATERIALS TO BE REMOVED EXCEED 160 SQUARE FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A PERMIT
SHALL BE APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES.
2. ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A PERMITTED SITE IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL LAWS.
STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER THE AMERICAN
CONCRETE PIPE ASSOCIATION GUIDELINES.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF MIDLAND LAND DEVELOPMENT
STANDARDS.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE
B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE
STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL
HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND
REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE
THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP
EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
11. IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE
WITHIN THE KNOCK -OUT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED.
12. SEALED STRUCTURAL DESIGN FOR ALL STRUCTURES GREATER THAN NCDOT MAXIMUM ALLOWED DEPTH OR GREATER THAN 12'
REQUIRED PRIOR TO CONSTRUCTION
RETAINING WALL NOTES:
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING
WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING RETAINING WALLS ARE NOT LOCATED IN ANY
STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER
INCORPORATED IN THE DESIGN OF THE WALLS.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR
THE CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR PROCESSED FILL, UNLESS THE
CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING
WALL DESIGNER, THAT READILY AVAILABLE ON -SITE SOILS CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS ONLY. THE
EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING OR ABOVE GRADE TO THE TOP OF THE
CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT AGREEMENT.
ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAY.
S. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND OVER A
RETAINING WALL SHALL BE KEPTTO AN ABSOLUTE MINIMUM AND BROUGHTTO THE ATTENTION OF THE WALL DESIGNER PRIOR
TO THEIR DESIGN.
WATER AND SANITARY SEWER NOTES (CITY OF CONCORD):
1. PER CITY OF CONCORD CODE OF ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98 (2) ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP
ASSOCIATED WITH PUBLIC WATER AND /OR SEWER EXTENSION AND/OR MODIFICATION SHALL BE IN ACCORDANCE WITH AND SUBJECT TO THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD SPECIFICATIONS; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND
STANDARD SPECIFICATIONS, AND THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION
SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY's STANDARD SPECIFICATIONS; THE
CITY OF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE MORE
RESTRICTIVE REQUIREMENTS SHALL APPLY.
2. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER FROM MEETING THE REQUIREMENTS OF
THE CITY OF CONCORD'S OR CABARRUS COUNTY ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, (AS APPLICABLE), CONCORD WATER &
SEWER POLICIES AND TECHNICAL SPECIFICATIONS, THE "STANDARD SPECIFICATION FOR WASTEWATER COLLECTION & WASTE DISTRIBUTION FOR
CABARRUS COUNTY (WSACC MANUAL) AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS & APPROVALS.
3. THE CONTRACTOR MUST CONTACT THE CITY OF CONCORD ENGINEERING CONSTRUCTION MANAGER AT 704-920-5425 AT LEAST 24-HOURS PRIOR
TO INITIATING ANY CONSTRUCTION ACTIVITY.
4. THE EXISTING WATER MAIN VALVE RIMS AND STEMS AND THE EXISTING SEWER MAIN MANHOLES RIMS ARE TO BE RAISED OR LOWERED TO FINAL
GRADE, AS APPLICABLE AND AT LEAST 3-FT OF GROUND COVER IS TO BE MAINTAINED OVER THE EXISTING UTILITIES AT ALL TIMES PER THE CITY OF
CONCORD CODE OF ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98.
5. CONCORD CODE OF ORDINANCES CHAPTER 62, ARTICLE II WATER AND SEWER SERVICE, SEC. 62-34(I) - THE CUSTOMER SHALL BE RESPONSIBLE FOR
INSTALLING THE NECESSARY APPROVED DEVICE(S) TO MAKE ANY ADJUSTMENTS TO THE WATER PRESSURE SUPPLIED BY CONCORD UTILITIES AND
SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SUCH DEVICES.
6. PER THE CITY OF CONCORD CODE OF ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98-THE FOLLOWING MINIMUM SEPARATIONS MUST BE
INDICATED, UNLESS OTHERWISE APPROVED BY THE CITY.
7. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET SHALL BE MAINTAINED BETWEEN ANY TYPE OF MAINTENANCE OBSTRUCTION AND THE CITY'S
WATER DISTRIBUTION LINES, WASTEWATER COLLECTION LINES, AND ASSOCIATED APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED. GREATER
SEPARATION DISTANCES MAY BE REQUIRED AS SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS.
8. A MINIMUM VERTICAL SEPARATION OF TWO FEET SHALL BE MAINTAINED BETWEEN ANY TYPE OF MAINTENANCE OBSTRUCTION, INCLUDING BUT
NOT LIMITED TO ANY OTHER UTILITY PROVIDER'S LINES OR EQUIPMENT, AND THE CITY WATER DISTRIBUTION LINES, WASTEWATER COLLECTION
LINES, AND ASSOCIATED APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED. IF AN EXCEPTION IS GRANTED, A MINIMUM VERTICAL SEPARATION
OF ONE FOOT MUST BE MAINTAINED AND THE CITY WATER DISTRIBUTION LINES, WASTEWATER COLLECTION LINES, AND ASSOCIATED
APPURTENANCES SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR AN APPROVED FERROUS MATERIAL WITH JOINTS THAT ARE EQUIVALENT TO
POTABLE WATER MAIN STANDARDS FOR A DISTANCE OF TEN FEET ON EITHER SIDE OF THE POINT OF CROSSING. GREATER SEPARATION DISTANCES
MAY BE REQUIRED AS SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS.
9. A MINIMUM HORIZONTAL SEPARATION OF TEN FEET SHALL BE MAINTAINED BETWEEN THE CITY WATER DISTRIBUTION SYSTEM AND WASTEWATER
COLLECTION LINES, AND ASSOCIATED APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
ROADWAY AND DRAINAGE NOTES:
1. THE MOST CURRENT EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD DRAWINGS WILL
GOVERN ALL ROADWAY CONSTRUCTION UNLESS OTHERWISE SPECIFIED HEREIN.
2. STREET CATCH BASINS SHALL BE NCDOT 840.01 WITH TYPE E GRATE AS APPROPRIATE (NCDOT 840.03). SOLID WALL, PRECAST
CONCRETE STRUCTURES CONFORMING TO NCDOT 840.45 ARE ACCEPTABLE. NO WAFFLE WALLS SHALL BE ALLOWED. ALL PIPE
OPENINGS IN PRECAST STRUCTURES MUST BE CAST OR CORED. UNLESS THE STRUCTURE IS STAMPED BY THE MANUFACTURER AS
NCDOT APPROVED, SHOP DRAWINGS MUST BE SUBMITTED FOR APPROVAL PRIOR TO THEIR INSTALLATION.
3. FRAMES, GRATES AND HOODS SHALL BE OF CAST IRON AND SHALL BE OF A DESIGN AND WEIGHT WHICH IS RECOMMENDED BY THE
MANUFACTURER AS BEING ADEQUATE FOR HS-20 LOADINGS. THE NUMBER 840.03 AND THE NAME OF THE MANUFACTURER MUST
BE PERMANENTLY CAST ON THE FRAME AND ON THE GRATE.
4. NO CATCH BASINS WILL BE ALLOWED IN DRIVEWAYS.
5. ALL SUBGRADE UNDER PAVED AREAS, CURB AND GUTTER, SIDEWALK, AND ROADWAY SHOULDERS SHALL BE COMPACTED TO AT
LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99 AND SECTION 500, "FINE GRADING SUBGRADE,
SHOULDERS, AND DITCHES," OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THE FINAL 12" OF SUBGRADE
SHALL BE COMPACTED TO 100%. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE PUBLIC
WORKS DIRECTOR AT NO EXPENSE TO THE TOWN. THE SUBGRADE SHALL BE PROOF ROLLED BY AN OVERLOADED TANDEM DUMP
TRUCK PROVIDED BY THE DEVELOPER/OWNER AND WITNESSED BY THE PUBLIC WORKS DIRECTOR PRIOR TO PLACEMENT OF STONE
OR ASPHALT BASE. THE DEVELOPER/OWNER SHALL NOTIFY THE DEPARTMENT AT LEAST 48-HOURS BEFORE THE PROOF ROLLTO
SCHEDULE AN APPOINTMENT WITH THE PUBLIC WORKS DIRECTOR. IF RAIN OCCURS BETWEEN THE PROOF ROLLAND PRIOR TO BASE
PLACEMENT, ANOTHER PROOF ROLL MAY BE REQUIRED BY THE PUBLIC WORKS DIRECTOR. IT IS THE RESPONSIBILITY OF THE
DEVELOPER TO MAKE CORRECTIONS TO THE SUBGRADE WHEN SECTIONS OF THE ROADWAY FAIL THE PROOF ROLL TEST. THE PROOF
ROLL SHALL PROVIDE A NON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED SOIL, ETC. ARE UNACCEPTABLE).
6. ALL STONE BASE SHALL BE COMPACTED TO 100% OF THE DRY UNIT WEIGHT AS DETERMINED BY AASHTO T180 AND SECTION 520,
"AGGREGATE BASE COURSE," OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THE UNIT WEIGHT AND
OPTIMUM MOISTURE CONTENT WILL BE DETERMINED BY PROCTOR TESTS PERFORMED BY AN INDEPENDENT LABORATORY AT THE
DEVELOPER/OWNER'S EXPENSE. DENSITY TESTS ARE TO BE PERFORMED AND MADE AVAILABLE TO THE INSPECTOR FOR REVIEW.
MOISTURE CONTENT MUST BE NO MORE THAN 50% OF THE OPTIMUM MOISTURE CONTENT PRIOR TO PAVING. THE STONE BASE
SHALL ALSO BE PROOF ROLLED AND WITNESSED BY THE INSPECTOR PRIOR TO PAVING. THE PROOF ROLL SHALL PROVIDE A
NON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED STONE, ETC. ARE UNACCEPTABLE). STONE FROM DIFFERENT QUARRIES
SHALL NOT BE MIXED.
7. PAVING CONTRACTORS AND SUBCONTRACTORS SHALL BE LICENSED BY THE STATE OF NORTH CAROLINA.
8. ASPHALT MUST BE TESTED BY CORE SAMPLING OR NUCLEAR GAUGE METHOD IN ACCORDANCE WITH ARTICLE 609-5 D, "FIELD
COMPACTION QUALITY CONTROL," OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION.
9. ALL TESTING RECORDS SHALL BE SUBMITTED TO THE PUBLIC WORKS DIRECTOR WITHIN 72 HOURS.
10. UNDERDRAINS TO STABILIZE SUBGRADE SHALL BE REQUIRED AS DIRECTED BY THE PUBLIC WORKS DIRECTOR.
11. EXISTING CURB AND GUTTER AND PAVEMENT SHALL BE REPLACED OR REPAIRED AS REQUIRED TO TIE ON TO SOUND MATERIAL AS
DEFINED BY THE PUBLIC WORKS DIRECTOR.
12. WHEELCHAIR RAMPS ARE REQUIRED AT INTERSECTIONS. SEE TOWN STANDARD DRAWINGS FOR "WHEELCHAIR RAMP" FOR RAMP
CONSTRUCTION.
13. MINIMUM DIAMETER OF PIPE FOR STORM DRAINAGE SHALL BE 15 INCHES. THE MINIMUM EARTHEN COVER FOR ALL PIPES IS 18
INCHES.
14. ONLY REINFORCED CONCRETE PIPE (RCP) IS ALLOWED IN THE RIGHT-OF-WAY OR IN DRAINAGE NETWORKS THAT RECEIVE RUNOFF
FROM THE RIGHT-OF-WAY. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL BY THE PUBLIC WORKS DIRECTOR
WHOSE DECISION SHALL BE FINAL. RCP WITHIN THE RIGHTOF-WAY SHALL BE MINIMUM CLASS III AND JOINTS MUST HAVE 0-RINGS
OR FLEXIBLE JOINT MATERIAL, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS.
15. ALL CONCRETE SHALL BE MINIMUM 3,600 PSI COMPRESSIVE STRENGTH IN 28 DAYS.
16. THE INTERIOR SURFACES OF ALL MASONRY STORM DRAINAGE STRUCTURES SHALL BE POINTED UP, JOINTED AND SMOOTHED TO AN
ACCEPTABLE STANDARD USING MORTAR, WHICH SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1040, "MASONRY," OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THE INVERT SHALL BE FORMED OF CONCRETE SUCH THAT NO
STANDING WATER IS POSSIBLE.
17. ALL PIPE TERMINATIONS IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
18. ANY STORM DRAIN STRUCTURES OVER THREE 3 FEET AND SIX 6 INCHES (3'6") IN HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH
NCDOT STANDARD DRAWING NO. 840.66, "DRAINAGE STRUCTURE STEPS."
19. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF 2 FEET HORIZONTAL TO 1 FOOT VERTICAL (2:1) AND NOT TO
EXCEED 10' IN HEIGHT WITHOUT TERRACING.
20. BACKFILLING OF PIPE TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL
BE PLACED IN LAYERS NOT TO EXCEED 8 INCHES (8"), EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM
DENSITY OBTAINABLE WITH ASTM D698, THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR
THE TOP 8 INCHES).
21. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH LAYER OF BACKFILL
SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE.
22. WATER SHALL NOT BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
CONSTRUCTION SEQUENCE - STAGE
ENFORCEMENT NOTE 1: FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN ENFORCEMENT ACTIONS,
INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES, INJUNCTIVE RELIEF, CRIMINAL PENALTIES, AND PERMIT REVOCATION.
ADDITIONALLY, OFF -SITE SEDIMENTATION DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS.
ENFORCEMENT NOTE 2: IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENT AND EROSION CONTROL PLAN MAY BE
REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR ADDITIONAL S&E MEASURES.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NCDEQ, AND OTHER APPLICABLE PERMITS AND KEEP
HARD -COPIES POSTED ON -SITE.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR OF NCDEQTO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING
ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.
3. UPON APPROVAL FROM NCDEQ AND THE TOWN INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AND ASSOCIATED
MEASURES PER CONSTRUCTION DRAWINGS.
4. INSTALL PERIMETER MEASURES INCLUDING, BUT NOT LIMITED TO, SILT FENCE AND SILT FENCE OUTLETS CLEARING ONLY AS
NECESSARY TO INSTALL THESE DEVICES. CONTRACTOR TO INSTALL ADDITIONAL STONE SILT FENCE OUTLETS AS REQUIRED
AROUND THE SITE PERIMETER TO RELIEVE PRESSURE FROM THE SILT FENCE AS DIRECTED BY THE INSPECTOR OR AS A RESULT
OF CONSTRUCTION CONDITIONS.
5. CLEAR AREA REQUIRED TO INSTALL ALL SKIMMER BASINS.
6. INSTALL THE PROPOSED SKIMMER BASINS AND THEIR RESPECTIVE FEATURES INCLUDING SKIMMERS, POROUS BAFFLES, AND
SLOPE MATTING. STOCKPILE EXCESS MATERIAL IN AREAS APPROVED BY THE EROSION CONTROL INSPECTOR. PROVIDE THE
NECESSARY EROSION CONTROL MEASURES AT EACH STOCKPILE LOCATION.
7. INSTALL THE TEMPORARY PIPE SLOPE DRAINS. PROVIDE THE RIP -RAP APRONS AS SHOWN.
8. INSTALL THE TEMPORARY DIVERSIONS SHOWN ON THESE PLANS AND PROVIDE THE NECESSARY CHECK DAMS AS SHOWN.
9. INSTALL THE VEGETATIVE DIVERSIONS.
10. INSTALL THE PORTIONS OF THE PERMANENT STORM DRAINAGE SYSTEMS WITH ASSOCIATED EROSION CONTROL MEASURES.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
12. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY. STABILIZATION STANDARDS
SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL AND THE U.S. DEPT. OF AGRICULTURE.
14. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT. THE
CONTRACTOR MAY PROCEED WITH THE NEXT STAGE.
CONSTRUCTION SEQUENCE - STAGE II
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
INSPECT MEASURES ONCE PER WEEK AND AFTER EACH RAINFALL.
2. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH THE MASS GRADING OF
THE SITE.
3. BEGIN MASS GRADING ACTIVITIES. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS GRADED.
WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN PLACE TO PREVENT EROSION OF THE SITE. THERE SHOULD BE
NO DISTURBANCE WITHIN THE STREAM BUFFER WITH THE EXCEPTION OF WHAT IS PROPOSED AT THE EXISTING STREAM
CROSSING.
4. RUNOFF FROM THE PROPOSED BUILDING PAD AREAS, AND OTHER RELATIVELY LEVEL AREAS SHOULD NOT BE ALLOWED TO
SHEET FLOW OVER FILL SLOPES. DURING THE FILL PLACEMENT PROCESS THE CONTRACTOR SHOULD MAINTAIN DIVERSIONS
ALONG THE TOP OF FILL SLOPES WHICH SHOULD DRAIN TO SLOPE DRAINS. THESE MEASURES SHOULD REMAIN IN PLACE UNTIL
THE FILL SLOPES HAVE BEEN ADEQUATELY STABILIZED WITH ESTABLISHED VEGETATION.
5. CONSTRUCTION OF STREETS AND UTILITIES AS CONSTRUCTION ALLOWS. UTILITIES TO BE COMPLETED AND INSPECTED.
6. INSTALL INLET PROTECTION, AND OTHER MEASURES, AS SHOWN AS THE PROPOSED STORM SEWER SYSTEM IS INSTALLED.
WHEN APPLICABLE THE CONTRACTOR SHOULD MINIMIZE THE DISTURBANCE ALLOWED AT ONE TIME TO THE GREATEST EXTENT
PRACTICAL.
7. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING PROGRESSES TO MAINTAIN PROPER E&SC CONTROL. THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
9. EACH SKIMMER BASIN IS TO REMAIN IN PLACE AS LONG AS POSSIBLE DURING CONSTRUCTION AND THE SURROUNDING AREA
BROUGHT TO FINISHED GRADE AND STABILIZED.
10. HOUSE CONSTRUCTION SHALL COMMENCE. CONTRACTOR TO INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES FOR
THE INDIVIDUAL LOT CONSTRUCTION.
11. FINALIZE GRADING ACTIVITIES.
12. ONCE THE INSPECTOR HAS CONFIRMED THAT THE SITE IS ADEQUATELY STABILIZED, SKIMMER BASINS MAY BE REMOVED AND
THE AREAS BROUGHT TO FINISHED GRADE AND IMMEDIATELY STABILIZED.
13. SEDIMENT BASINS A, B, & C ARE TO REMAIN EROSION CONTROL MEASURES UNTIL THE CONTRIBUTING DRAINAGE AREAS HAVE
BEEN STABILIZED. THE CONTRACTOR SHALL THEN CONTACT THE INSPECTOR TO DETERMINE IF THE BASINS CAN BE CONVERTED
TO THE PERMANENT STORMWATER CONTROL MEASURES. UPON APPROVAL THE CONTRACTOR SHALL CONVERT THE BASINS TO
THE PERMANENT CONTROL MEASURE. REFER TO THE C9 SERIES SHEETS.
14. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY. STABILIZATION STANDARDS
SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT, OF AGRICULTURE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
EROSION CONTROL NOTES:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE TOWN/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
4. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SOILS
ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1.
7. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
8. THERE SHALL BE NO DEMOLITION ACTIVITIES UNTIL AFTER A PRE -CONSTRUCTION MEETING HAS TAKEN PLACE.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3:1
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HQW
4:1
ZONES)
TOTAL DISTURBED
AREA = 47.0 AC.
'J
MCADAMSA
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
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FILENAME 2021210184-N1.dwg
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DATE 06. 08. 2021
SHEET
PROJECT NOTES
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

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GENERAL NOTES
1.) THIS IS A SURVEY OF AN EXISTING PARCEL OF LAND. THIS IS A BOUNDARY
SURVEY.
2.) BEARINGS ARE RELATIVE TO NC GRID NORTH NAD 83 (2011).
3.) REFERENCES: DEED BOOK 7531, PAGE 270, DEED BOOK 4008, PAGE 109; DEED
BOOK 13890, PAGE 70 OF THE CABARRUS COUNTY REGISTRY.
PIN 55256679870000
PIN 55259609230000
4.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
5.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY FEMA F.I.R.M. MAP NUMBER
3710552500K DATED NOVEMBER 16, 2018.
6.) NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
7.) NO CEMETERY OR BURIAL GROUNDS WERE OBSERVED ATTHE TIME OF THIS
SURVEY.
8.) GAS LINE RUNS ON SUBJECT PROPERTY ALONG FLOWES STORE ROAD. NO
RECORD EASEMENT OR RIGHT OF WAY FOUND.
OVERHEAD ELECTRIC LINES ON SUBJECT PROPERTY, BLANKET EASEMENT
PROVIDED IN TITLE DOCS, MAY AFFECT.
9.) NO ZONING REPORT WAS PROVIDED ATTHE TIME OF THIS SURVEY.
10.) NO EVIDENCE OF EARTH MOVING WORK OR CONSTRUCTION WAS OBSERVED AT
THE TIME OF THIS SURVEY.
11.) NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES KNOWN OR OBSERVED
ATTHE TIME OF THIS SURVEY.
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SEE DETAIL "C"
SEE DETAIL "B"
SEE DETAIL "A"
DETAIL KEY
1"=500'
' ' ' - � _ DETAIL "C" LIFT STATION
PARCEL 2, TRACT 1 (PORTION) AREA = 3,990 SQ. FT., 0.09 AC. TAR- - 11
SEWER EASEMENT _ 1 =30
EMERGENCY STORAGE Pg 57,PG
- - - _ _ PARCEL 2, TRACT 2 AREA = 342,275 SQ. FT., 7.86 AC. TANK FLOOR: 571.6 1 31 1 6 W) ` y 3 I
- - - PARCEL 1 AREA = 249,835 SQ. FT., 5.74 AC. I I Q N Ln
- - TOP OF HIGH LEVEL FLOAT �� VENT I W 0 3 N . o
- - _ _ _ _ INTERNAL OVERLAP (1) AREA = 11,578 SQ. FT., 0.27 AC. 571.1 1 a 8 O r o MARK ROBERT PUCKETT AND
1 O H- � " WIFE CONNIE T
- _ _ TOTAL = 2,964,726 SQ. FT., 68.06 AC. ULTRASONIC LEVEL ENT I J X � DB 973, PG 281
- _ _ _ _ 586.7 1 VENT BOTTOM OF I LL of PIN 55259644970000
,C) F / -\ _ OVERLAPS WITH ADJOINERS TOP OF FORCE MAIN WELL560.9 I M
an
% ) 589.1 `� 1 o
� / //\ /S 81°25'26" E -� - ` J E o _ - _ OVERLAP (2) AREA = 113 SQ. FT., 0.003 AC. TOP OF FORCE MAIN INV.: 569.9 CEDARVALE FARM
( 5 25.50' - #s REBAR
�) / �(�-- o - _ � - 589.2 'SSS HOMEOWNERS **118
FOUND BENT / / � - "/ T / �) � - - OVERLAP 3 AREA = 0.23 SQ. FT., 0.00 AC. 1 TOP OF BYPASS PUMP ouND
/ _ O ASSOCIATION INC. - - - -
#4REBAR FOUND BENT �- - \ ( i - - _ (W) ❑ ' ' - - - - - - - - -
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J ; C- #4REBAR % ( -`� \ // - -4 / '- - -� � _ (W) VENT .... .
S 55°30'48" E -_ � \ \ T \ _ _ OVERLAP (4) AREA = 4,035 SQ. FT., 0.09 AC. �) PIN 55255591760000 /`-
23.78' TIE \ 30° �AK v �� � ��� F,1 - � / F A� v� ��- o� - _ _ �FM>� �F u v SMH APPARENT GORE
�� v \ f / / X / w J \ �� \ J f- AVM � 5� _ OVERLAP (5) AREA = 445 SQ. FT., 0.01 AC. FM) - RIM: 593.53 0
( 1 // ll \ BETWEEN 3a
- ( \ '\ i ) r ✓ [ / T ex \ - V "-fir•-. v -- � ,- \T 1 %� �) ? _ - Css) 12" PVC v IN(E): 576.6 0
s , fTx� v WIRE � � \\ �-- �i --, _ ss �� DB 10361, PG 263/
�~ WILLIAM & JENELLE BRYANS DB 973, PG 281 &
/ - DB 10225, PG 310 _ - _ _ TOTAL = 4,593.23 SQ. FT., 0.11 AC. ss) OU\T 569 91
(r- � ( \ / / ��X�� FENCE t �� ��� �� �� ss) ,� ( ) DB 7531, PG 270
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/ ) / ) /- J / / \ \ \ I , / ` ( 1 ,) / \ \� l - 1 PER WETLANDS &WATER DELINEATED WETLANDS - /I l� J I / \ \ \\ \ \ \ 1 I ( r� r/ / DB 9913, PG 309 ( \ / N: 556,937.47
�, - - f7 \ ( / } -` \\ \\\ POTENTIALIURISDICTIONALTRIBUTARY 1 ) ) I \ \\ \ \ \ \ I #4REBAR _ '� -`- `� PIN 55259700560000
\ - -- ` r L Q \ T, f ( ) \ j� ` ( L o ) \ ) ) % \ ` �\ / / / f ' J /'\/ t ) ( j )� \\\ \\\ \\ 1 % / o /PIN 5525865909 0 , I \ \ - - � IN �� o \ / E: 1,529,420.41
( \ J / S ) D I ( / / / // /��\ \64Q �l \\ \ \\\�PERWETLANDS&W TERD LINEATEDWETLANDS _-� l - r} /J/� �' %� 5 J) / O ) 0 / \ \\ POND \\\� \\ \ \\\\\\) )1 i / /06 / -� I ! ) \ \ ,6$5 -' - S -- � -\ \\\ \ \ \ \ Z: 686.79
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PB 76 PG 38 / J I i o (/ /// ) i / / )/ /// �/r /j /l✓/ f < \� >) ) \\ � �\ \ / ( \ ) "\
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\` - / i - \ J \ C\ \ `\ \2 15 WIDE RIGHT OF WAY 9" - k,\\ % X
1 -L PIN 55255676660000 / \ / // % ( / /( U l f / f \ \ \ -\\\ 1 \ \ \ &WATER DELINEATED WETLANDS ` �L O t 6 58 - ��y FOUND {
FOUND A \ �� �� -^ �. A, ( ( rn A / O �` - 1 / \ ��\ \� ) A )PER WETLANDS - _ �F. °6ji� '(�' _ �� \ - �. - �.� /
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/1 \ •\•�• FOUND ;:.-:.-. - / NCE I\- / % I ( l % / �/ f // /' ) /��/� r !-� �� \ \ \\\\l �\�- �-� \\ \ \�\ \\\ POTCNTIALJURISDICTIONALWCTLAND"8400" -- / % %1) I / / // / / ) / ///, // /f % / / \\\ \ \\\\ \\ \�\' \-�i,- •ice.... �I 1_ ASPHALT DRIVEWAY z - - -\ '�
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1 1 .:: >>) N09°08'18 E �- - x 32 //i // / / o / HOMEOWNERS �J / -- \\ \ \ \�1)\ l J r `\ / f / /// // / /// r \ \\PER WETLANDS&WATERDELINE4TED WETLANDS PARCEL2,TRACT2 O ) \ \ I1 \ )III t \l 1
1 � J_ 25.42' /\ �, S � // f / / / ASSOCIATION INC. \\ \\ \ \\\ \\\\.' \ \\ o\ 11// ) / \ i ((1 i / \\ i ) T %l/ /// // q,1 / (/�,/ / // (J #4 REanR \ \\� \ \\, .\\ i ✓ RENOVA LLC A NC LLC \ O )) ` / I f l � 1
~ � /// �/ ) / / / // '� \ \ \\ \ \ \ \\ \ \` \ 6 \�' \ / / � ` \ ,) ( / i f / / / /pb� / / /� ) ( \ \ \ \\\ MISSING FLAG NUMBER "8202" - � -TRACT 2 DB 7531 PG 270 { / 1 I / /' I {
1 I) � �' � � z l 11 (1 /) \ �
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 13°59'37" E
37.34'
L2
S 75°11'58" E
10.59'
L3
S 12°47'57" W
42.14'
L4
N 13°59'37" E
38.75'
L5
S 58°53'31" E
12.00'
L6
S 58°53'31" E
36.49'
L7
N 86°13'59" W
17.54'
L8
N 86°13'59" W
14.97'
L9
N 17°51'54" E
25.96'
L10
S 12°47'57" W
21.81'
L11
S 74°08'49" E
19.12'
L12
S 71°44'39" E
31.79'
L13
N 87°41'18" W
40.00'
L14
S 01°05'59" W
0.31,
L15
S 71°44'39" E
0.16'
L16
S 03°59'58" W
2.97'
L17
S 01°05'59" W
3.01'
L18
S 87°46'11" E
23.54'
L19
N 87°19'42" W
15.50,
L20
N 54°53'27" E
19.21'
L21
S 74°19'30" E
15.15'
L22
N 04°15'12" E
15.18'
L23
N 00°06'05" W
23.58'
L24
N 54°53'27" E
10.76'
L25
S 87°57'45" E
84.13'
L26
S 77°33'59" E
60.83'
L27
S 84°09'56" E
128.16'
L28
S 58°10'28" E
127.06'
L29
S 44°29'35" E
135.10'
L30
S 39°46'30" E
132.17'
L31
N 07°41'08" E
9.35'
�J ��` \ /-
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AREA TABLE
PARCEL 2 TRACT 1 (PORTION) AREA = 2 357 048 SQ. FT. 54.11 AC.
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F `\ l /? \� (( f -/ / PIN 55256694460000 \ \\ 6\ \ 6' r}o \ \ \\\\ POTENTIAuuRISDICTIONALrRIBUTARv \ �\ K ) \ )l) f l )/,ti'� / l) ll 1 I - l�� �rnll-\ �' 6 /J//// \ \ - - / r / I \ ( 03 AND WIFE CONNIE T
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Y• Y p P Y Y g Y, P Y I 1 A °�/) >> )) �\ ( ((� V A\ �� V _ ( -- F,9 �', / L C) 09 f NC GRID L M
ndividual insured NOTA MATTER OF SURVEY. % \\ l r / _ , - -- / / j u 6, o` i✓ - _COORDINATES � , I X 1'.- rq O
-V / / - / ��/ /� A �I) (NAD83/zo11I A MICHAELJ PUCKETT
0 1. Taxes for the year 2020, and subsequent years, not yet due and payable - NOT A MATTER OF SURVEY. (()) A� \� / / / 1 \ DB 10361, PG 263
4�)rr \\, / �\ ) )�1 �° 1� tr
I �) v /� � \ J1 �( I r- r (� s/ ( / \ V ) I I III x� �%i Q PIN 55259663670000
2. Title to that portion of the Land within the right-of-way of Flowes Store Road - shown hereon. - -, v � J 700 ) > r L \ � i
� / \ I v �, / Q \,// / o 1I ) (I I IuJ �3
3. Easement recorded in Book 231, Page 233 - MAY AFFECT SUBJECT PARCEL, BLANKET IN NATURE, NOT PLOTTABLE. X ) � - /��/ / �/ �� -f1 , ( ) \ -� - / / A - - O
4. Easement recorded in Book 1566, Page 101 - 15' RIGHT OF WAY, NOT TOUCHING OR SITUATED ON SUBJECT - � !I III O
PARCEL, DOES NOT AFFECT. ) ) JI ( . L 0 � J
5. Easement recorded in Book 1548, Page 112 - EASEMENT NOT TOUCHING OR SITUATED ON SUBJECT PARCEL, DOES PARCEL 2 ,v \ I�l
NOT AFFECT. RECORD LEGAL DESCRIPTION I J I J' t
6A Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be LEG E N D
disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes TRACT ONE
I, KEVIN S. BAUCOM, PLS, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY:
(1)CLASS OF SURVEY: CLASS A
(2)POSITIONAL ACCURACY: < 0.100'
(3)TYPE OF GPS FIELD PROCEDURE: VRS
(4)DATE OF SURVEY: DECEMBER 18, 2019
(5)DATUM/EPOCH: NAD 83(2011)
(6)PUBLISHED/FIXED-CONTROL USED: NCCO
(7)GEOID MODEL: GEOID12A
(8)COMBINED GRID FACTOR(S): 0.9998507
(9)UNITS: METERS CONVERTED TO US SURVEY FEET
This survey is made for the benefit of: Pulte Group, Chicago Title Insurance Company
This is to certify that this map or plat and the survey on which it is based were made in accordance with the
2016 Minimum Standard Detail Re uirements for ALTA NSPS Land Title Surve s ointl established and
q / Yl Y
adopted by ALTA and NSPS and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10, 11 (as to
utilities, surface matters only), 13, 16 & 17 of Table A thereof.
The field work was completed on MARCH 19, 2021.
Date of Plat or Map: APRIL 30, 2021
Kevin S. Baucom, 4275 Date
[e-mail]
4(3o/Z (
encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the
Land of existing improvements located on adjoining land. Paragraph 2 (c) of the Covered Risks is hereby deleted.
NO INSURED CLOSING PROTECTION COVERAGE PROVIDED - As to the transaction for which this binder and/or
policy is issued, the Company specifically excludes this transaction from any closing protection services - TITLE
TO LAND WITHIN ROADS, ENCROACHMENTS, AND OVERLAPS SHOWN HEREON.
PARCEL 1
RECORD LEGAL DESCRIPTION
Lying and being in No. 1 Township, Cabarrus County. North Carolina on the west side of Flowes Store Road adjoining the
property of Mrs. Marie Krimminger, Jessie Slagle and described by metes and bounds as follows: Beginning at an iron in
said Flowes Store Road corner of Jessie Slagle and runs thence with the line of Slagle and north side of a 15 foot right of
way N. 73' W. 759.0 feet to an iron stake; thence with another line of Slagle N. 0° 55' 50" E. 338.64 feet to a 30 inch
W.O. corner of Slagle and Mrs. Marie Krirnminger; thence with five (5) lines of Marie Krimminger as follows: 1st S. 89'
34' 30" E. 161.92 feet to an iron stake; thence 2nd S. 87' 40' 04" E. 432.69 feet to an iron stake; thence 3rd S. 25' 47' 45"
E. 112.79 feet to an iron stake; thence 4th S. 43-53-10 E. 86.61 feet to an iron stake; thence 5th S. 65' 12' 30" E. 109.65
feet to a spike in pavement of Flowes Store Road; thence with said road S. 14' W. 341.63 feet to the point of
BEGINNING, containing 7.357 acres, more or less, as surveyed and platted by James C. Kiser RLS on the 10th day of
October 1975. Less and except 1.249 acres recorded in Deed Book 911 Page 32 in the Cabarrus County Public Registry
and more fully described as follows:
LYING and being in No. 1 Township, Cabarrus County, North Carolina, on the west side of the Flowe's
Store Road (SR 1132), adjoining Marie S. Krimminger, Richard D. Slagle and Wayne Y. Krimminger, and
described as follows:
BEGINNING at a 30-inch white oak, corner of Wayne Y. Rrimminger, Richard D, Slagle and Marie S. Krimminger, and
running thence with five (5) lines of Marie S. Krimminger as follows: (1) S. 89-34-35 E. 161.51 feet to an existing iron pin;
(2) S. 87-42-30 E. 432.47 feet to an existing iron pin; (3) S. 25-48-30 E. 112.76 feet to an existing iron pin; (4) S. 43-51-07
E. 86.59 feet to an existing iron pin; and (5) S. 65-09-32 109.67 feet to an existing railroad spike which is located 6 feet
west of the center line of the Flowe's Store•Road; thence a new line with Wayne Y. Krimminger N. 74-06-01 W. (passing
new iron pins at 300 feet and at 666.25 feet) 834.15 feet to the BEGINNING, containing 1.249 acres, as surveyed and
platted by Joe Franklin, III, in July, 1992, and was conveyed by Marie Sossamon Krimminger to Wayne Young Krimminger
and wife, Dena Carriker Krimminger, by deed dated November 14, 1975, and recorded in Record of Deeds Book No. 458,
Page 771.
PARCEL 2
NOTES PERTAINING TO
CHICAGO TITLE INSURANCE COMPANY
#a COMMITMENT NO. 21-06836CH
COMMITMENT DATE: MARCH 31, 2021 AT 8:00 AM
SCHEDULE B - SECTION II (EXCEPTIONS)
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRSTTIME IN
THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE
DATE ON WHICH ALL OF THE SCHEDULE B, part i - requirements are met - not a matter of survey.
2. Taxes or assessments for the year 2021, and subsequent years, not yet due or payable - not a matter of survey.
AAny discrepancy, conflict, matters regarding access, shortage in area or boundary lines, encroachment,
encumbrance, violation, variation, overlap, setback, easement or claims of easement, riparian right, and title to
land within roads, ways, railroads, watercourses, burial grounds, marshes, dredged or filled areas or land below
the mean highwater mark or within the bounds of any adjoining body of water, or other adverse circumstance
affecting the title that would be disclosed by a current inspection and accurate and complete land survey of the
land - title to land within roads, encroachments, and overlaps shown hereon.
4. Easements to Duke Power Company recorded in book 231, page 233. [as to parcel 1] - MAY AFFECT SUBJECT
PARCEL, BLANKET IN NATURE, NOT PLOTTABLE.
5. Ordinance to extend the corporate limits of the Town of Midland and incorporate by annexation a non-contiguous
area into the town of midland, North Carolina recorded in book 14219, page 117, and annexation maps recorded
in map book 85, page 8, 9 and 10 - AFFECTS SUBJECT PROPERTIES, NOT PLOTTABLE
6. Easements to Concord Tele hone Com an recorded in book 456 a e 360. as to arcel 2 - TRANSMISSION
() p p Y , p g [ p l
AND DISTRIBUTION LINE EASEMENT 5' ON EACH SIDE OF CENTER OF LINE, MAY AFFECT SUBJECT PARCEL, BLANKET
IN NATURE, NOT PLOTTABLE.
7. Easement(s) to union electric membership corporation recorded in book 612, page 386. [as to parcel 2] -
EASEMENT AFFECTS SUBJECT PARCEL, BLANKET IN NATURE.
8. Access easement ranted in book 243 a e 607 and in deed recorded in book 4008 a e 109. as to arcel 2 -
g ,P g ,P g [ p ]
AFFECT SUBJECT PROPERTIES, SHOWN HEREON.
9. Deed of easement recorded in book 1566, page 101. [as to parcel 1] - 15' RIGHT OF WAY, NOT TOUCHING OR
SITUATED ON SUBJECT PARCEL, DOES NOT AFFECT.
10. Easement(s) to Union Electric Membership corporation recorded in book 1548, page 112. [as to parcel 1] -
EASEMENT NOT TOUCHING OR SITUATED ON SUBJECT PARCEL, DOES NOT AFFECT.
LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PART OF TRACTS NOS. 2 AND 3 OF THE DIVISION OF M. W. CARRIKER ESTATE ALLOTTED TO MARY
S. FINK AND IS ON FILE IN DEED BOOK NO. 27, PAGE 78, AND ADJOINING THE LAND OF WILL BRINES, JOHN
MITCHELL, R. L. TUCKER AND GROVER Y. KRIMMINGER AND WIFE, MARIE S. KRIMMINGER AND IS
BOUNDED AS FOLLOWS:
BEGINNING AT A LARGE WHITE OAK, ON GROVER Y. KRIMMINGER'S LINE, A CORNER OF LOT NO. 1 OF M.
W. CARRIKER DIVISION (NOW WILL BRINES) AND RUNS THENCE WITH THE LINE OF GROVER Y.
KRIMMINGER SOUTH 4° 30' WEST 349 FEET TO A STAKE, A CORNER OF GROVER KRIMMINGER AND R. L.
TUCKER; THENCE WITH THE LINE OF R. L. TUCKER SOUTH 88' 30' WEST 833 FEET TO A STONE, A CORNER
OF R. L. TUCKER; THENCE WITH THE LINE OF R. L. TUCKER AND LINE OF JOHN MITCHELL, N. 80' W. 2169.8
FEETTO A STAKE IN THE LINE OF WILL BRINES NORTH 5° EAST 939.2 FEET TO A STONE IN THE LINE OF LOT
NO. 1 OF M. W. CARRIKER DIVISION, A CORNER OF WILL BRINES; THENCE WITH THE LINE OF LOT NO. 1
(WILL BRINES) SOUTH 80° EAST 2821.5 FEETTO THE BEGINNING, CONTAINING 52.57 ACRES, MORE OR
LESS.
LESS AND EXCEPTING THE 1.52 ACRE PARCEL CONVEYED BY DEED RECORDED IN BOOK 4008, PAGE 109,
CABARRUS COUNTY REGISTRY.
ALSO A RIGHT-OF-WAY AS DESCRIBED IN DEED BOOK NO. 243, PAGE 607, IN THE CABARRUS COUNTY
REGISTRY.
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
RECORDED IN BOOK 4008 PAGE 109 CABARRUS COUNTY REGISTRY.
TRACT TWO:
LYING AND BEING IN NO. 1 TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST SIDE OF
FLOWE'S STORE ROAD COUNTY ROAD NO. 1132 ADJOINING MARIE KRIMMINGER AND JESSE B. SLAGLE
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING ATA SPIKE IN THE FLOWE'S STORE ROAD, CORNER OF MARIE KRIMMINGER (SAID SPIKE BEING
S. 79° E. 27.5 FEET FROM AN OAK TREE ON THE TUCKER PROPERTY WEST OF SAID ROAD); AND RUNS
THENCE WITH THE KRIMMINGER LINE, N. 67° 08' W. 772 FEET TO AN IRON PIPE, CORNER OF
KRIMMINGER AND JESSE B. SLAGLE; THENCE WITH THE SLAGLE LINE S. 59' 30' 06" W. 360.65 FEET TO A
STAKE, A NEW CORNER (SAID STAKE BEING N. 59° 30' 06" E. 486.58 FEET FROM A STONE, AN OLD CORNER
OF TUCKER AND SLAGLE); THENCE SEVEN (7) NEW LINES AS FOLLOWS:
1ST) S. 35° 13' E. 132.29 FEET TO A STAKE; 2ND) S. 39° 52' E. 135.12 FEET TO A STAKE; 3RD) S. 53' 37' E.
127.02 FEET TO A STAKE;
4TH) S. 79° 32' E. 128.08 FEET TO A STAKE;
5TH) S. 72° 58' E. 60.91 FEET TO A STAKE;
6TH) S. 83° 12' E. 84.13 FEETTO A STAKE; AND
7TH) S. 82 33 57 E. 450.66 FEET TO A STAKE IN THE FLOWS S STORE ROAD, THENCE WITH THE FLOWS S
STORE ROAD (THE OLD LINE), N. 8° 37' E. 282.75 FEET TO THE BEGINNING, CONTAINING 7.81 ACRES AS
SURVEYED BY RAMON KISINGER, REGISTERED LAND SURVEYOR, ON MARCH 12, 1974.
THE TWO TRACTS ABOVE ALSO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST
SIDE OF FLOWES STORE ROAD, BOUNDED ON THE NORTH BY WILLIAM J. BRYANS AND KRIMMINGER, AND
ON THE SOUTH BY R. L. TUCKER ESTATE AND EFC CORPORATION, AND ON THE WEST BY WILLIAM J.
BRYANS AND GANDY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A NEW IRON IN THE CENTERLINE OF FLOWES STORE ROAD, SAID IRON BEING THE
NORTHEAST FRONT CORNER OF R. L. TUCKER ESTATE, AND RUNS THENCE WITH THE R. L. TUCKER ESTATE
(NOW OR FORMERLY) NORTH 86° 10' 19" WEST 453.33 FEET TO AN IRON;
THENCE CONTINUING WITH THE R. L. TUCKER ESTATE, NORTH 86° 42' 39" WEST80.54 FEET TO A NEW
IRON; THENCE NORTH 76' 28' 36" WEST 60.91 FEET TO A NEW IRON; THENCE NORTH
83' 02' 36" WEST 128.08 FEET TO A NEW IRON; THENCE NORTH 57' 07' 36" WEST 127.02 FEETTO A NEW
IRON; THENCE NORTH 43' 22' 36" WEST 135.12 FEETTO A NEW IRON; THENCE NORTH 38' 39' 53" WEST
132.16 FEETTO AN IRON PIPE, AN OLD CORNER OF SLAGLE AND TUCKER; THENCE AN OLD LINE OF
SLAGLE, SOUTH 56° 02' 13" WEST486.43 FEET TO A NEW IRON AT THE BASE OF A STONE, AN OLD
CORNER OF TUCKER; THENCE WITH THE LINE OF TUCKER, NORTH 80' 42' 19" WEST 150.03 FEET TO A
STONE, A REAR COMMON CORNER OF TUCKER AND EFC CORPORATION; THENCE WITH THE LINE OF EFC
CORPORATION (NOW OR FORMERLY) NORTH 79° 44' 57" WEST 2,126.95 FEET TO A 36" OAK TREE, A
CORNER OF DAVID W. GANDY; THENCE WITH THE LINE OF GANDY, NORTH 8° 48' 50" EAST 529.74 FEET
TO A REBAR; THENCE NORTH 8° 48' 50" EAST 60.06 FEET TO A REBAR, A CORNER OF WILLIAM J. BRYANS;
THENCE WITH THE LINE OF BRYANS, NORTH 12° 05' 36" EAST 384.81 FEET TO A 36" OAK TREE, AN OLD
CORNER OF BRYANS; THENCE WITH THE LINE OF BRYANS, SOUTH 79' 26' 27" EAST (PASSING AN IRON AT
25 FEET) FOR A TOTAL DISTANCE OF 2,277.60 FEET TO A REBAR; THENCE CONTINUING WITH THE LINE OF
BRYANS, SOUTH 79° 1V 23" EAST 351.66 FEET TO AN IRON, A CORNER OF PAULETTE SLAGLE; THENCE
WITH THE LINE OF PAULETTE SLAGLE, SOUTH 5° 18' 49" WEST 327.83 FEET TO A NEW IRON; THENCE
CONTINUING WITH THE LINE OF PAULETTE SLAGLE, SOUTH 73' 11' 12" EAST 200.00 FEET TO A REBAR;
THENCE CONTINUING WITH THE LINE OF PAULETTE SLAGLE, NORTH 5° 20' 23" EAST 348.83 FEET TO A 36"
OAK TREE, AN OLD CORNER; THENCE WITH THE LINE OF WAYNE Y. KRIMMINGER, SOUTH 0° 59' 22" WEST
338.52 FEET TO A NEW IRON IN THE DRIVEWAY EASEMENT; THENCE CONTINUING WITH THE LINE OF
WAYNE Y. KRIMMINGER, SOUTH 73° 02' 00" EAST 758.86 FEET TO A POINT IN THE CENTERLINE OF
FLOWES STORE ROAD; THENCE WITHIN FLOWES STORE ROAD, SOUTH 5° 15' 32" WEST 282.04 FEET TO
THE POINT OF BEGINNING, AS SURVEYED AND PLATTED BYJAMES T. WEST, PLS, DATED MARCH 8, 2007.
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
RECORDED IN BOOK 4008, PAGE 109, CABARRUS COUNTY REGISTRY.
OO EXISTING IRON PIPE/REBAR
0 IRON PIPE SET
■ EXISTING CONCRETE MONUMENT
O CONCRETE MONUMENT SET
CALCULATED POINT
UTILITY POLE
ou OVERHEAD UTILITY LINE
SURVEYED PROPERTY LINE
PROPERTY LINE NOT SURVEYED
N
NC GRID (NAD83)
GRAPHIC SCALE
120 0 60 120 240
1 inch = 120 ft.
'J
MCP n a MS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER/CLIENT
TRACTS 1 &2 OWNER:
RENOVA, LLC, A NORTH CAROLINA LIMITED
LIABILITY COMPANY
TRACT 3 OWNER:
CLARENCE F. LITTLE
CLI ENT
DI II TC f-•DnI ID
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NORTH CAROLINA 28226
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PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-AT1
CHECKED BY KSB
DRAWN BY CFA
SCALE 1"=120'
DATE 04. 30. 2021
SHEET
EXISTING
CONDITIONS SURVEY
C1.00

I, KEVIN S. BAUCOM, PLS, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY:
(1)CLASS OF SURVEY: CLASS A
(2)POSITIONAL ACCURACY: < 0.100'
(3)TYPE OF GPS FIELD PROCEDURE: VRS
(4)DATE OF SURVEY: DECEMBER 18, 2019
(5)DATUM/EPOCH: NAD 83(2011)
(6)PUBLISHED/FIXED-CONTROL USED: NCCO
(7)GEOID MODEL: GEOID12A
(8)COMBINED GRID FACTOR(S): 0.9998507
(9)UNITS: METERS CONVERTED TO US SURVEY FEET
This survey is made for the benefit of: Pulte Group, Chicago Title Insurance Company
This is to certifythat this ma or plat and the survey on which it is based were made in accordance with the
p p Y
2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys jointly established and
adopted by ALTA and NSPS and includes Items 1 2 3 4 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8 9 10 11 as to
utilities, surface matters only), 13, 16 & 17 of Table A thereof.
The field work was completed on MARCH 19, 2021.
Date of Plat or Map: APRIL 30, 2021
11A� - /?a 1z
Kevin S. Bauc LS L-4275 Date
[e-mail]
GENERAL NOTES
0
THIS IS A SURVEY OF AN EXISTING PARCEL OF LAND. THIS IS A BOUNDARY
SURVEY.
BEARINGS ARE RELATIVE TO INC GRID NORTH NAD 83 (2011).
REFERENCES: DEED BOOK 7531, PAGE 270, DEED BOOK 4008, PAGE 109; DEED
BOOK 13890, PAGE 70 OF THE CABARRUS COUNTY REGISTRY.
PIN 55256679870000
PIN 55259609230000
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY FEMA F.I.R.M. MAP NUMBER
3710552500K DATED NOVEMBER 16, 2018.
NO GRID MONUMENTS FOUND WITHIN 2000' OF SITE.
NO CEMETERY OR BURIAL GROUNDS WERE OBSERVED ATTHE TIME OF THIS
SURVEY.
GAS LINE RUNS ON SUBJECT PROPERTY ALONG FLOWES STORE ROAD. NO
RECORD EASEMENT OR RIGHT OF WAY FOUND.
OVERHEAD ELECTRIC LINES ON SUBJECT PROPERTY, BLANKET EASEMENT
PROVIDED IN TITLE DOCS, MAY AFFECT.
NO ZONING REPORT WAS PROVIDED ATTHE TIME OF THIS SURVEY.
NO EVIDENCE OF EARTH MOVING WORK OR CONSTRUCTION WAS OBSERVED AT
THE TIME OF THIS SURVEY.
NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES KNOWN OR OBSERVED
ATTHE TIME OF THIS SURVEY.
PARCEL 1
SURVEYED METES AND BOUNDS DESCRIPTION
(DESCRIPTION INCLUDES ALL ADJOINING OVERLAPS AND ONE
GAP WITHIN FLOWES STORE ROAD)
BEING THAT CERTAIN PARCEL OF LAND TO BE ANNEXED INTO THE TOWN OF MIDLAND. LYING AND
BEING SITUATE IN TOWNSHIP NUMBER ONE (1), CABARRUS COUNTY, NORTH CAROLINA, LYING
WEST OF FLOWES STORE ROAD.
Beginning at a point in Flowes Store Road (SR 1132,) said point being the southeast corner of Tamar
A Krimminger, recorded in Book 2615, Page 182, said point having NC Grid Coordiantes
(NDA83/2011) of E: 556,913.46 feet and N: 1,529,431.64 feet; thence within Flowes Store Road the
following six (6) calls: (1) S 12°47'57" W 42.14' to a point; (2) S 12°47'57" W 277.68' to a point; (3) S
86°13'59" E 14.97' to a point; (4) S 17°51'54" W 25.96' to a point; (5) S 01°05'59" W 0.31' to a point;
and (6) N 71"44'39" W 31.79' to a point west of Flowes Store Road on the northern line of Renova
LLC, recorded in Book 7531, Page 270; thence along said northern line of Renova LLC N 74"08'49" W
739.70' to a #4 rebar; thence N 00°06'05" W 23.58' to a point; thence N 00°06'05" W 314.98' to a
36" Oak tree at the common southeast corner of William and Jenelle Bryans, recorded in Book
10225, Page 310 and the southwestern corner of the aforementioned Tamara A. Krimminger; thence
with the southern line of said Krimminger the following rour (4) calls: (1) S 75°14'57" E 167.66' to a
#4 rebar; (2) S 75°13135" E 366.16' to a #5 rebar; (3) S 75°11'58" E 289.41' to a point and (4) S
75°11'58" E 10.59' to the Point of Beginning, containing 266,232 Square Feet, 6.112 Acres, more or
less.
PARCEL 1
NOTES PERTAINING TO
INVESTORS TITLE INSURANCE COMPANY
AAPOLICY NO. 201912693CO
COMMITMENT DATE: DECEMBER 11, 2019 AT 4:06 PM
SCHEDULE B-SECTION II (EXCEPTIONS)
1. The dower, curtesy. homestead, community property, or other statutory marital rights, it any, of the spouse of any
individual insured - NOT A MATTER OF SURVEY.
ATaxes for the year 2020, and subsequent years, not yet due and payable - NOT A MATTER OF SURVEY.
2. Title to that portion of the Land within the right-of-way of Flowes Store Road - shown hereon.
3. Easement recorded in Book 231, Page 233 - MAY AFFECT SUBJECT PARCEL, BLANKET IN NATURE, NOT PLOTTABLE.
4. Easement recorded in Book 1566, Page 101 - 15' RIGHT OF WAY, NOT TOUCHING OR SITUATED ON SUBJECT
PARCEL, DOES NOT AFFECT.
5. Easement recorded in Book 1548, Page 112 - EASEMENT NOT TOUCHING OR SITUATED ON SUBJECT PARCEL, DOES
NOT AFFECT.
66.. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be
disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes
encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the
Land of existing improvements located on adjoining land. Paragraph 2 (c) of the Covered Risks is hereby deleted.
NO INSURED CLOSING PROTECTION COVERAGE PROVIDED - As to the transaction for which this binder and/or
policy is issued, the Company specifically excludes this transaction from any closing protection services - TITLE
TO LAND WITHIN ROADS, ENCROACHMENTS, AND OVERLAPS SHOWN HEREON.
PARCEL 1
RECORD LEGAL DESCRIPTION
Lying and being in No. 1 Township, Cabarrus County. North Carolina on the west side of Flowes Store Road adjoining the
property of Mrs. Marie Krimminger, Jessie Slagle and described by metes and bounds as follows: Beginning at an iron in
said Flowes Store Road corner of Jessie Slagle and runs thence with the line of Slagle and north side of a 15 foot right of
way N. 73° W. 759.0 feet to an iron stake; thence with another line of Slagle N. 0° 55' 50" E. 338.64 feet to a 30 inch
W.O. corner of Slagle and Mrs. Marie Krirnminger; thence with five (5) lines of Marie Krimminger as follows: 1st S. 89°
34' 30" E. 161.92 feet to an iron stake; thence 2nd S. 87' 40' 04" E. 432.69 feet to an iron stake; thence 3rd S. 25° 47' 45"
E. 112.79 feet to an iron stake; thence 4th S. 43-53-10 E. 86.61 feet to an iron stake; thence 5th S. 65° 12' 30" E. 109.65
$over#%
feet to a spike in pavement of Flowes Store Road; thence with said road S. 14' W. 341.63 feet to the point of
C ���i,.
BEGINNING, containing 7.357 acres, more or less, as surveyed and platted by James C. Kiser RLS on the 10th day of
...• A RO ���
••l�/� ����
October 1975. Less and except 1.249 acres recorded in Deed Book 911 Page 32 in the Cabarrus County Public Registry
E S S /
and more fully described as follows:
LYING and being in No. 1 Township, Cabarrus County, North Carolina, on the west side of the Flowe's
Store Road (SR 1132), adjoining Marie S. Krimminger, Richard D. Slagle and Wayne Y. Krimminger, and
described as follows:
BEGQ at a of SlagleMarie1 and
Richard1)
Y. rras
-inch white oak, ie
S U R�� •o•� `�,'
running nNING
thence with five 5 lines of Mar S. Krimmr inger efollows: S9--34 161 fe t for n exisgtin on in;
,0O
S.
(2) S. 87-42-30 E. 432.47 feet to an existing iron pin; (3) S. 25-48-30 E. 112.76 feet to an existing iron pin; (4) S. 43-51-07
g P01
E. 86.59 feet to an existing iron pin; and (5) S. 65-09-32 109.67 feet to an existing railroad spike which is located 6 feet
�����
west of the center line of the Flowe's Store -Road; thence a new line with Wayne Y. Krimminger N. 74-06-01 W. (passing
new iron pins at 300 feet and at 666.25 feet) 834.15 feet to the BEGINNING, containing 1.249 acres, as surveyed and
platted by Joe Franklin, III, in July, 1992, and was conveyed by Marie Sossamon Krimminger to Wayne Young Krimminger
and wife, Dena Carriker Krimminger, by deed dated November 14, 1975, and recorded in Record of Deeds Book No. 458,
Page 771.
PARCEL 2
NOTES PERTAINING TO
CHICAGO TITLE INSURANCE COMPANY
#a COMMITMENT NO. 21-06836CH
COMMITMENT DATE: MARCH 31, 2021 AT 8:00 AM
SCHEDULE B-SECTION II (EXCEPTIONS)
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRSTTIME IN
THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE
DATE ON WHICH ALL OF THE SCHEDULE B, part i - requirements are met - not a matter of survey.
2. Taxes or assessments for the year 2021, and subsequent years, not yet due or payable - not a matter of survey.
AAny discrepancy, conflict, matters regarding access, shortage in area or boundary lines, encroachment,
encumbrance, violation, variation, overlap, setback, easement or claims of easement, riparian right, and title to
land within roads, ways, railroads, watercourses, burial grounds, marshes, dredged or filled areas or land below
the mean highwater mark or within the bounds of any adjoining body of water, or other adverse circumstance
affecting the title that would be disclosed by a current inspection and accurate and complete land survey of the
land - title to land within roads, encroachments, and overlaps shown hereon.
4. Easements to Duke Power Company recorded in book 231, page 233. [as to parcel 1] - MAY AFFECT SUBJECT
PARCEL, BLANKET IN NATURE, NOT PLOTTABLE.
Ordinance to extend the corporate limits of the Town of Midland and incorporate by annexation a non-contiguous
area into the town of midland, North Carolina recorded in book 14219, page 117, and annexation maps recorded
in map book 85, page 8, 9 and 10 - AFFECTS SUBJECT PROPERTIES, NOT PLOTTABLE
6. Easements to Concord Telephone Company recorded in book 456 page 360. as to parcel 2 - TRANSMISSION
() p p Y ,pg [ p l
AND DISTRIBUTION LINE EASEMENT 5' ON EACH SIDE OF CENTER OF LINE, MAY AFFECT SUBJECT PARCEL, BLANKET
IN NATURE, NOT PLOTTABLE.
7. Easement(s) to union electric membership corporation recorded in book 612, page 386. [as to parcel 2] -
EASEMENT AFFECTS SUBJECT PARCEL, BLANKET IN NATURE.
AAccess easement granted in book 243, page 607 and in deed recorded in book 4008, page 109. [as to parcel 2] -
AFFECT SUBJECT PROPERTIES, SHOWN HEREON.
9. Deed of easement recorded in book 1566, page 101. [as to parcel 1] - 15' RIGHT OF WAY, NOT TOUCHING OR
SITUATED ON SUBJECT PARCEL, DOES NOT AFFECT.
10. Easement(s) to Union Electric Membership corporation recorded in book 1548, page 112. [as to parcel 1] -
EASEMENT NOT TOUCHING OR SITUATED ON SUBJECT PARCEL, DOES NOT AFFECT.
PARCEL 2
SURVEYED METES AND BOUNDS DESCRIPTION
(DESCRIPTION INCLUDES ALL ADJOINING OVERLAPS)
BEING THAT CERTAIN PARCEL OF LAND TO BE ANNEXED INTO THE TOWN OF MIDLAND. LYING AND
BEING SITUATE IN TOWNSHIP NUMBER ONE (1), CABARRUS COUNTY, NORTH CAROLINA, LYING
WEST OF FLOWES STORE ROAD.
Beginning at a 1-inch iron pipe located near the western edge of Flowes Store Road (SR 1132) right
of way width unknown, said point being the northeastern corner of John Wayne Tucker (tax parcel
55258569760000,) said point having North Carolina grid coordinates of N: 556,295.85' and E:
1,529,332.82', said point being the POINT OF BEGINNING; thence along the northern line of said
Tucker the following nine (9) calls: (1) N 87°19'42" W 435.16' to a point; (2) N 87°57'45" W 84.13' to
a #4 rebar; (3) N 77°33'59" W 60.83' to a #4 rebar; (4) N 84°09'56" W 128.16' to a #4 rebar; (5) N
58°10'28" W 127.06' to a #4 rebar; (6) N 44°29'35" W 135.10' to a #4 rebar; (7) N 39°46'30" W
132.17' to a 1-inch iron pipe; (8) S 55'01'13" W 485.82' to a stone with a #4 rebar; and (9) N
82°07'10" W 149.82' to a stone at the northeast corner of Cedarvale Farm Homeowners Association,
Inc., as shown on Plat Book 72, Page 101; thence along the northern line of said Cedarvale Farm
Homeowners Association, Inc. N 80051'42" W 1,603.31' to a point at the northeast terminus of
Carousel Corral Drive, a 50-foot public right of way as shown on Plat Book 77, Page 69; thence along
the northern terminus of said Carousel Corral Drive N 80°51'42" W 50.10' to a point on the
northwest terminus of Carousel Corral Drive, said point being the northeast corner of Common Open
Space as shown on Plat Book 76, Page 38; thence with northern line of said Common Open Space N
80°51'42" W 473.66' to a 36-inch Oak tree at the southeast corner of Lindsey Goins and Rodrigo
Robinson, recorded in Book 10676, Page 168; thence along the eastern line of said Goins and
Robinson the following three (3) calls: (1) N 07°41'08" E 9.35 feet to a #5 rebar; (2) N 07°41'08" E
459.67' to a #6 rebar; and (3) N 07°45'14" E 60.07' to a #5 rebar at a southeasterly corner of William
and Jenelle Bryans, recorded in Book 10225, Page 310; thence along the line of Bryans the following
four (4) calls: (1) N 10°54'20" E 384.45' to a 30" oak tree, said oak tree being S 55°30'48" E 23.78'
from a #4 rebar; (2) S 81°25'26" E 25.50' to a #4 rebar; (3) S 80°33'54" E 2,252.66' to a #5 rebar; and
(4) S 80-17144" E 351.65' to a #5 rebar at the northwest corner of James and Kelly Little, recorded in
Book 9913, Page 309; thence with the line of said Little S 04°11'10" W 328.05' to a 60 penny nail;
thence S 74°19'30" E 184.76' to a point; thence N 54°53'27" E 19.21' to a point; thence N 04°15'12" E
333.69' to a 36-inch oak tree at the northwest corner of Clarence F. Little, recorded in Book 13890,
Page 68; thence along the western line of said Clarence F. Little S 00°06'05" E 314.98' to a point;
thence N 54°53'27" E 10.76' to a #6 rebar; thence S 71°44'39" E 740.05' to a point; thence S
71°44'39" E 31.79' to a point in the aforementioned Flowes Store Road; thence within Flowes Store
Road the following four (4) calls: (1) S 71°44'39" E 0.16' to a point; (2) S 03°59'58" W 2.97' to a point;
(3) S 03°59'58" W 278.22' to a point; and (4) ) N 87°19'42" W 15.50' to the Point of Beginning,
containing 2,715,004 Square Feet, 62.328 Acres, more or less.
PARCEL 2
RECORD LEGAL DESCRIPTION
TRACT ONE:
LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING A PART OF TRACTS NOS. 2 AND 3 OF THE DIVISION OF M. W. CARRIKER ESTATE ALLOTTED TO MARY
S. FINK AND IS ON FILE IN DEED BOOK NO. 27, PAGE 78, AND ADJOINING THE LAND OF WILL BRINES, JOHN
MITCHELL, R. L. TUCKER AND GROVER Y. KRIMMINGER AND WIFE, MARIE S. KRIMMINGER AND IS
BOUNDED AS FOLLOWS:
BEGINNING AT A LARGE WHITE OAK, ON GROVER Y. KRIMMINGER'S LINE, A CORNER OF LOT NO. 1 OF M.
W. CARRIKER DIVISION (NOW WILL BRINES) AND RUNS THENCE WITH THE LINE OF GROVER Y.
KRIMMINGER SOUTH 4° 30' WEST 349 FEET TO A STAKE, A CORNER OF GROVER KRIMMINGER AND R. L.
TUCKER; THENCE WITH THE LINE OF R. L. TUCKER SOUTH 88' 30' WEST 833 FEET TO A STONE, A CORNER
OF R. L. TUCKER; THENCE WITH THE LINE OF R. L. TUCKER AND LINE OF JOHN MITCHELL, N. 80' W. 2169.8
FEET TO A STAKE IN THE LINE OF WILL BRINES NORTH 5° EAST 939.2 FEET TO A STONE IN THE LINE OF LOT
NO. 1 OF M. W. CARRIKER DIVISION, A CORNER OF WILL BRINES; THENCE WITH THE LINE OF LOT NO. 1
(WILL BRINES) SOUTH 80° EAST 2821.5 FEET TO THE BEGINNING, CONTAINING 52.57 ACRES, MORE OR
LESS.
LESS AND EXCEPTING THE 1.52 ACRE PARCEL CONVEYED BY DEED RECORDED IN BOOK 4008, PAGE 109,
CABARRUS COUNTY REGISTRY.
ALSO A RIGHT-OF-WAY AS DESCRIBED IN DEED BOOK NO. 243, PAGE 607, IN THE CABARRUS COUNTY
REGISTRY.
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
RECORDED IN BOOK 4008, PAGE 109, CABARRUS COUNTY REGISTRY.
TRACT TWO:
LYING AND BEING IN NO. 1 TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST SIDE OF
FLOWE'S STORE ROAD COUNTY ROAD NO. 1132 ADJOINING MARIE KRIMMINGER AND JESSE B. SLAGLE
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A SPIKE IN THE FLOWE'S STORE ROAD, CORNER OF MARIE KRIMMINGER (SAID SPIKE BEING
S. 79' E. 27.5 FEET FROM AN OAK TREE ON THE TUCKER PROPERTY WEST OF SAID ROAD); AND RUNS
THENCE WITH THE KRIMMINGER LINE N. 67° 08' W. 772 FEET TO AN IRON PIPE CORNER OF
KRIMMINGER AND JESSE B. SLAGLE; THENCE WITH THE SLAGLE LINE S. 59' 30' 06" W. 360.65 FEET TO A
STAKE, A NEW CORNER (SAID STAKE BEING N. 59° 30' 06" E. 486.58 FEET FROM A STONE, AN OLD CORNER
OF TUCKER AND SLAGLE); THENCE SEVEN (7) NEW LINES AS FOLLOWS:
1ST) S. 35° 13' E. 132.29 FEET TO A STAKE; 2ND) S. 39' 52' E. 135.12 FEET TO A STAKE; 3RD) S. 53' 37' E.
127.02 FEET TO A STAKE;
4TH) S. 79° 32' E. 128.08 FEET TO A STAKE;
5TH) S. 72° 58' E. 60.91 FEET TO A STAKE;
6TH) S. 83° 12' E. 84.13 FEET TO A STAKE; AND
7TH) S. 82° 33' 57" E. 450.66 FEET TO A STAKE IN THE FLOWE'S STORE ROAD; THENCE WITH THE FLOWE'S
STORE ROAD (THE OLD LINE), N. 8° 37' E. 282.75 FEET TO THE BEGINNING, CONTAINING 7.81 ACRES AS
SURVEYED BY RAMON KISINGER, REGISTERED LAND SURVEYOR, ON MARCH 12, 1974.
THE TWO TRACTS ABOVE ALSO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST
SIDE OF FLOWES STORE ROAD, BOUNDED ON THE NORTH BY WILLIAM J. BRYANS AND KRIMMINGER, AND
ON THE SOUTH BY R. L. TUCKER ESTATE AND EFC CORPORATION, AND ON THE WEST BY WILLIAM J.
BRYANS AND GANDY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A NEW IRON IN THE CENTERLINE OF FLOWES STORE ROAD, SAID IRON BEING THE
NORTHEAST FRONT CORNER OF R. L. TUCKER ESTATE, AND RUNS THENCE WITH THE R. L. TUCKER ESTATE
(NOW OR FORMERLY) NORTH 86° 10' 19" WEST 453.33 FEET TO AN IRON;
THENCE CONTINUING WITH THE R. L. TUCKER ESTATE, NORTH 86° 42' 39" WEST80.54 FEET TO A NEW
IRON; THENCE NORTH 76' 28' 36" WEST 60.91 FEET TO A NEW IRON; THENCE NORTH
83' 02' 36" WEST 128.08 FEET TO A NEW IRON; THENCE NORTH 57' 0736" WEST 127.02 FEET TO A NEW
IRON; THENCE NORTH 43' 22' 36" WEST 135.12 FEET TO A NEW IRON; THENCE NORTH 38' 39' 53" WEST
132.16 FEET TO AN IRON PIPE, AN OLD CORNER OF SLAGLE AND TUCKER; THENCE AN OLD LINE OF
SLAGLE, SOUTH 56° 02' 13" WEST 486.43 FEET TO A NEW IRON AT THE BASE OF A STONE, AN OLD
CORNER OF TUCKER; THENCE WITH THE LINE OF TUCKER, NORTH 80' 42' 19" WEST 150.03 FEET TO A
STONE, A REAR COMMON CORNER OF TUCKER AND EFC CORPORATION; THENCE WITH THE LINE OF EFC
CORPORATION (NOW OR FORMERLY) NORTH 79° 44' 57" WEST 2,126.95 FEET TO A 36" OAK TREE, A
CORNER OF DAVID W. GANDY; THENCE WITH THE LINE OF GANDY, NORTH 8° 48' 50" EAST 529.74 FEET
TO A REBAR; THENCE NORTH 8° 48' 50" EAST 60.06 FEET TO A REBAR, A CORNER OF WILLIAM J. BRYANS;
THENCE WITH THE LINE OF BRYANS, NORTH 12° 05' 36" EAST 384.81 FEET TO A 36" OAK TREE, AN OLD
CORNER OF BRYANS; THENCE WITH THE LINE OF BRYANS, SOUTH 79' 26' 27" EAST (PASSING AN IRON AT
25 FEET) FOR A TOTAL DISTANCE OF 2,277.60 FEET TO A REBAR; THENCE CONTINUING WITH THE LINE OF
BRYANS, SOUTH 79° 1V 23" EAST 351.66 FEET TO AN IRON, A CORNER OF PAULETTE SLAGLE; THENCE
WITH THE LINE OF PAULETTE SLAGLE, SOUTH 5° 18' 49" WEST 327.83 FEET TO A NEW IRON; THENCE
CONTINUING WITH THE LINE OF PAULETTE SLAGLE, SOUTH 73° 11' 12" EAST 200.00 FEET TO A REBAR;
THENCE CONTINUING WITH THE LINE OF PAULETTE SLAGLE, NORTH 5° 20' 23" EAST 348.83 FEET TO A 36"
OAK TREE, AN OLD CORNER; THENCE WITH THE LINE OF WAYNE Y. KRIMMINGER, SOUTH 0° 59' 22" WEST
338.52 FEET TO A NEW IRON IN THE DRIVEWAY EASEMENT; THENCE CONTINUING WITH THE LINE OF
WAYNE Y. KRIMMINGER, SOUTH 73' 02' 00" EAST 758.86 FEET TO A POINT IN THE CENTERLINE OF
FLOWES STORE ROAD; THENCE WITHIN FLOWES STORE ROAD, SOUTH 5° 15' 32" WEST 282.04 FEET TO
THE POINT OF BEGINNING, AS SURVEYED AND PLATTED BYJAMES T. WEST, PLS, DATED MARCH 8, 2007.
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
RECORDED IN BOOK 4008, PAGE 109, CABARRUS COUNTY REGISTRY.
LEGEND
O•
EXISTING IRON PIPE/REBAR
®
IRON PIPE SET
■
EXISTING CONCRETE MONUMENT
O
CONCRETE MONUMENT SET
CALCULATED POINT
UTILITY POLE
Du OVERHEAD UTILITY LINE
SURVEYED PROPERTY LINE
PROPERTY LINE NOT SURVEYED
4N;
NC GRID (NAD83)
GRAPHIC SCALE
120 0 60 120 240
1 inch = 120 ft.
'J
Mr ^ DAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER/CLIENT
TRACTS 1 &2 OWNER:
RENOVA, LLC, A NORTH CAROLINA LIMITED
LIABILITY COMPANY
TRACT 3 OWNER:
CLARENCE F. LITTLE
CLIENT
DI II TC /_Dfll ID
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NORTH CAROLINA 28226
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REVISIONS
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PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-AT1
CHECKED BY KSB
DRAWN BY CFA
SCALE 1"=120'
DATE 04. 30. 2021
SHEET
EXISTING
CONDITIONS SURVEY
C1601

0
SITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
Line Table
LINE #
LENGTH
DIRECTION
L1
25.502
S81' 25' 25.67"E
L2
15.152
S74• 19' 29.96"E
L3
15.184
N4' 15' 11.73"E
L4
10.589
S75• 1 V 58.02"E
L5
42.137
S12' 47' 56.70"W
L6
14.970
N86' 13' 58.81 "W
L7
25.960
N17' 51' 54.19"E
L8
15.501
S87' 19' 42.39"E
L9
84.130
S87' 57' 45.39"E
L10
60.829
S77' 33' 58.71 "E
L11
128.158
S84• 09' 55.69"E
L12
127,062
S58' 10' 28.14"E
L13
60.066
N7• 45' 13.92"E
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, UTILITY, AND
E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND STANDARDS AND DETAIL
DRAWINGS
Know what's below.
Cal I before you dig.
I
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SHEET KEY
N N.T.S.
SITE DATA
DEVELOPER/APPLICANT: PULTE GROUP
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NORTH CAROLINA 28226
PREPARED BY: MCADAMS COMPANY (STUART WOODARD)
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NC 28277
704-527-0800
[e-mail]
TAX ID NUMBER: 55256679870000
TOTAL SITE ACREAGE:
68.17 ACRES
CURRENT ZONING:
SFR-CU
AVERAGE LOT SIZE:
10,414 SF
PROPOSED DENSITY:
1.7 LOTS PER ACRE
PROPOSED LOTS:
119 LOTS
PROPOSED USE:
SINGLE FAMILY RESIDENTAL
LOT DIMENSIONS
MINIMUM LOT SIZE REQUIRED:
8,400 SF
MINIMUM LOT SIZE PROVIDED:
8,400 SF
MINIMUM CORNER LOT SIZE REQUIRED:
8,400 SF
MINIMUM CORNER LOT SIZE PROVIDED:
8,400 SF
SETBACKS
PUBLIC STREETS:
3OFT
SIDE YARD:
6 FT; 12 FT (CORNER)
REAR YARD:
15 FT
REQUIRED TREE SAVE AREA: 6% OF SITE (4.1 AC)
TREE SAVE AREA PROVIDED:
10.91 ACRES
REQUIRED OPEN SPACE:
10% OF SITE (6.8 AC)
PROVIDED OPEN SPACE:
10.91 ACRES (SATISFIED WITH TREE SAVE)
TYPICAL CORNER LOT SIZE TYPICAL INTERNAL LOT SIZE
-Lot- - ;�}--
I
F
95X42' 95'X48'
BUILDING PAD BUILDING PAD
(MINIMUM (MINIMUM
8,400 SF LOT) 8,400 SF LOT)
I
12' �6�6'L_ __16'�_
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MARK ROBERT PUCKETT
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DB 973, PG 281
PIN 55259644970000
6
= REFER TO THE C7 SERIES SHEETS
FOR THE DETAILED DESIGN OF
587° 1 35.16' -J I I
EDE THE ROADWAY IMPROVEMENTS TO
II II II FLOWES STORE ROAD
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FLOWES STORE RD
S.R. 1132 II
(RIGHT OF WAY WIDTH UNKNOWN) III i II III
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P EAS H R U B AVE DB WILLI & JENELLE BRYANS
DB 10225, PG 310 POTENTIAL JURISDICTIONAL I
(60' PUBLIC R/W) PIN 55256775660000 WETLANDS "A300"
PROPERTY
L1 S80'33'54"E 2252.66' BOUNDARY POTENTIAL JURISDICTIONAL
RY (TYP.) WETLANDS "A2
00'
SBO'l 44 E 351.65
- -- - - - -- --
\ 50' STREAM BUFFER --
\ (MEASURED 50' FROM
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BOUNDARY I I I I'I / �� TOP OF BANK, EACH
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RETAINING WALL "A„
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HOMEOWNERS
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C�OMEOWN RSIDARVALL M l I I I / \ \ ASSOCAHOMEOTIJONRINC , / I \ PIN 5B5255676660000 I N
JOHN WAYNE TUCKER
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PIN 525567666 000 I (S0' PUBL C RW) / \ � I \ , � - - � I DB NULL, PG NULL
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MC AADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
PulteGroup
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NO. DATE
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PROJECT NO.
2021210184
FILENAME
2021210184-OAS1.dwg
CHECKED BY
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DRAWN BY
SAW
SCALE
1"=100'
DATE
06. 08. 2021
SHEET
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SANITARY SEWER I I
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8' PLANTING STRIP (TYP.)
S1D T P: .:AL E E• -E- -E - �..
BUTTONBUSH DR 15' STORM DRAINAGE EASEMENTL-- /oJ o
(60' PUBLIC R/W) RIGHT-OF-WAY (TYP.) _ _ REFER TO THE C7 SERIES SHEETS
TOWN MAINTAINED 5' PUBLIC UTILITY _ - FOR THE DETAILED DESIGN OF
EASEMENT (TYP.) - - THE ROADWAY IMPROVEMENTS TO
Know what's below.
Call before you dig.
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, UTILITY, AND
E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND LAND DEVELOPMENT DESIGN
STANDARDS AND DETAIL DRAWINGS
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
JOHN WAYNE TUCKER
MARY TUCKER ARROWOOD TRUSTEE
DB NULL, PG NULL
PIN 55258569760000
PROPERTY BOUNDARY
(TYP.)
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
IlPulteGroup
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-S1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
SITE PLAN - A
C2.01
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

i
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OSHEET KEY
N.T.S.
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, UTILITY, AND
E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND LAND DEVELOPMENT DESIGN
STANDARDS AND DETAIL DRAWINGS
SITE LEGEND
F--------�
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
/
/
50' STREAM BUFFER /
(MEASURED 50' FROM
TOP OF BANK, EACH /
SIDE) (TYP.) /
------
TOP OF BANK
(TYP.)
\\ PROPERTY BOUNDARY
7
(TYP.)
- POTENTIAL IJURISDICTIONAL I
WETLANDS:"A200" 50' TYPE E BUFFER
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
\ I
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(SEE C2.00 FOR AREA) \
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MEASURE Bm
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- - 170 86 - - N81"22'13"W _ _ S72'08,
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65.83_ _ � \
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Q / o N / I I I TRIBUTARY =_ W
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I •.`:. "�-::":.if: / l 1. I I I \ W
A.
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9,173
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� DRIVEWAY �\ ..5 . PGq /4 4g'F I E� I I OF BANK, EACH SID�TKR}- -�
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5' PUBLIC UTILITY \
\" " "
EASEMENT (TYP.) \ � `' \ •" _ — — �
85.38'40"E
S
TYP.) —
400.00' CENTERLI= 146.86'
BUTTONBUSH DR \ L=174.05- — — —
i \
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/ \T\OWN MAINTAINED
I POTENTIAL JURISDICTIONAL�—
POTENTIAL IJURISDICTIONAL POND "B300"
POND "62010" \ / / ' �3 �7 15' STORM DRAINAGE /
\ \ \ / �"" •� 1 'i wr 2 s'1` ..":;'± \ i EASEMENT
FRO :T:SB.', I '.:' :•.:: \�� / \
\\ �� 9,058 SF, / ' I /
I_`� 1 PROPOSED CONCRETE / / / RETAINING WALL "A"
REFER TO SHEET
\ \ / 48 X 60 DRIVEWAY / / C3.01 FOR HEIGHT
9,460 SF I /,.C./ I o ..�
N POTENTIALI JURISDICTIONAL 48 X 70 Io 9,273 SF, INI I 18,,657 SF titi'a
I\ TRIBUTARY, POTENTIAL JURISDICTIONAL \/ \ / , I 48 X 70 om I 48 X 60 4
\ \ WETLAND "13400" lI \ / / Ijzq I.- / /
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Ilo
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334 \ / \ \ I / PROPERTY BOUNDARY
// / (TYP.)
15' REAR SB /
74.85' — 53.44'
-�--
N79'29'47"W N79°29'47"W
I _ 50' STREAM BUFFER
\ (MEASURED 50' FROM
I POTENTIALS JURISDICTIONAL
TRIBUTARY \
COMMON OPEN SPACE 1 \
I (SEE C2.00 FOR AREA)
I \
I \
I
PROPERTY BOUNDARY
(TYP.)
TOP OF BANK, EACH /
\ \ SIDE) (TYP.) /
JOHN WAYNE TUCKER
MARY TUCKER ARROWOOD TRUSTEE
\ / DB NULL, PG NULL
\ / PIN 55258569760000
TOP OF BANK \\ / / / /
(TYP.)
50' TYPE E BUFFER \ /
\
/
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
MC AADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
IlPulteGroup
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REVISIONS
NO. DATE
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PROJECT NO. 2021210184
FILENAME
2021210184-S1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
SITE PLAN — B
C2.02

II
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OSHEET KEY
N.T.S.
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, UTILITY, AND
E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND LAND DEVELOPMENT DESIGN
STANDARDS AND DETAIL DRAWINGS
SITE LEGEND
F--------�
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
Know what's below.
Call before you dig.
\ \\ PROPERTY BOUNDARY
I \
\ \ (TYP.)
I \ POTENTIAL JURISDICI�ONAL
TRIBUTARY \
00' 60.00' 60.00' 60.00' 60.00' 69.05' \\ 50' TYPE E BUFFER
�'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W --- _g7.--------�------- — — —
------ \— — — — — —
— — — — — — — — — — — —
--— — — — — — — — — — — — — — — — —
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50' STREAM BUFFER
(MEED 50' FROM
----------------- e
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Nss.so \ SIDE) (TYP.) i
I I I I I I \
TOP OF BANK
TRIBUTARY JURI7:-
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(TYP.)
alm 112 CD 113 0l� 114 0l 115 01 Idol /
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48 X 70
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48' X 60' \ \
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.., `�'....,�.-% •`"•.:.:•15' I -, � '.: �\� WETLANDS "B100"
'• `• ' j �\ `.:\ 5' PUBLIC UTILITY EASEMENT (TYP.)A.
\
I I 30' FRONT SB' .: \::` `��2p0 \f RIGHT-OF-WAY (TYP.)
I R'6\ 5' CONCRETE SIDEWALK (TYP
8' PLANTING STRIP (TYP.)
2' VALLEY GUTTER (TYP.) �/ /S• 11
I 85 84 83 82 81 w " sT0
PEASHRUB AVE
t1 10,200 SF 1 10,200 S. 1 10,200 SF 1 10,200 SF 1 10,200 SF 1 w \ 1
48' X 80' 'm 48' X 80' m' 48' X 80' w' 48' X 80' wl 48' X 80' w' 80 / (60 PUBLIC R/W) Fti
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CONTRACTOR SHALL NOTIFY "NC81111 (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC81111.
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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1 10,200 SF
48' X 80'
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_ 60.00' _ _ 60.00' _ _ _ _ 60.00' _ _ 30.00' _
N80'45'56"W N80'45'56"W N80'45'56"W N80'45'56"W \
N80'45'56"W N80'45'56"W
CENTERLINE (TYP.)
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—-------------
82.7, ' — — —
GRAPHIC SCALE
0 20 40 80
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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MC AADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
2021210184
2021210184-S1.dwg
SAW
SAW
1"=40'
06. 08. 2021
SITE PLAN - C
C2.03

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� D C �I B I A �
I �
OSHEET KEY
N.T.S.
SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, UTILITY, AND
E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND LAND DEVELOPMENT DESIGN
STANDARDS AND DETAIL DRAWINGS
SITE LEGEND
F--------I
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
PROPERTY BOUNDARY
(TYP.)
1
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PROPOSED GUARDRAIL
50' TYPE E BUFFER I '+
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150.59'
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N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80'33'54"W N80`33'54"W N80'33'54"W N8
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---
DRIVEWAY
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50' TYPE E BUFFER
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----
11"
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60.00'
GRAPHIC
SCALE
•;
CAROUSEL
CORRAL
DR
20
40
80
I
(60'
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4 finch
=40ft.
'J
MC AADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
IlPulteGroup
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-S1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
SITE PLAN - D
C2.04