SW3210701_Plansheet - Other_20210913

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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)
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
City of Concord
APPROVED:
Utilities ONLY
City Engineer
SHEET INDEX
WICKER PARK
10704 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA
CONSTRUCTION DRAWINGS
PROJECT NUMBER: 2021210184
DATE: DUNE 8.0 2021
REVISED: SEPTEBMER 712021
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
C
I -
C6.06
0(R,,05
SIGNAGE PLAN
C6.07
C3.00
OVERALL GRADING & STORM DRAINAGE PLAN
C6.08
C3.01
GRADING AND STORM DRAINAGE PLAN - A
C6.09
C3.02
GRADING AND STORM DRAINAGE PLAN - B
C6.10
C3.03
GRADING AND STORM DRAINAGE PLAN - C
C6.11
C3.04
GRADING AND STORM DRAINAGE PLAN - D
C6.12
C4.00
OVERALL UTILITY PLAN
C7.00
C4.01
WATER MAIN EXTENSION STA.0+00THRUSTA.11+50
C7.01
C4.02
WATER MAIN EXTENSION STA.11+50THRU STA.19+53.66
C7.02
C5.00
PLAN AND PROFILE - BUTTONBUSH DR STA.10+00.00THRU STA. 23+00.00
C7.03
C5.01
PLAN AND PROFILE - BUTTONBUSH DR STA. 23+00.00THRU STA.33+00.00
C7.04
C5.02
PLAN AND PROFILE - BUTTONBUSH DR STA. 33+00.00THRU STA.42+00.00
C7.05
C5.03
PLAN AND PROFILE - BUTTONBUSH DR STA.42+00.00THRU STA. 53+85.05
C7.06
C5.04
PLAN AND PROFILE - GOOSEBERRY CT STA.10+00.00THRU STA.18+59.34
C7.07
C5.05
PLAN AND PROFILE - PEASHRUB AVE STA.10+00.00THRU STA.16+00.00
C7.08
C5.06
PLAN AND PROFILE - PEASHRUB AVE STA.16+00.00THRU STA. 24+54.16
C7.09
C5.07
PLAN AND PROFILE - CAROUSEL CORRAL DRSTA. 10+00.00 THRU STA. 13+69.48
C7.10
C5.08
PLAN AND PROFILE - SANITARY SEWER PROFILE Ex. SSMH-100 - SSMH-103
C7.11
C5.09
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-103-SSMH-105
C7.12
C5.10
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-103-SSMH-110
C7.13
C5.11
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-109-SSMH-113
C7.14
C5.12
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-113-SSMH-120
C7.15
C5.13
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-118-SSMH-126
C7.16
C5.14
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-126-SSMH-130
C7.17
C5.15
PLAN AND PROFILE - SANITARY SEWER PROFILE SSMH-129-SSMH-134
C7.18
C5.16
PLAN AND PROFILE - LINE OF SIGHT FLOWERS STORE RD & BUTTONBUSH DR
C7.19
C5.17
PLAN AND PROFILE - LINE OF SIGHTBUTTONBUSH DR & GOOSEBERRY CT
C7.20
C5.18
PLAN AND PROFILE - LINE OF SIGHT BUTTONBUSH DR & PEASHRUB AVE "1"
C7.21
C5.19
PLAN AND PROFILE - LINE OF SIGHT BUTTONBUSH DR & CAROUSEL CORRAL DR
C7.22
C5.20
PLAN AND PROFILE - LINE OF SIGHT BUTTONBUSH DR & PEASHRUB AVE "2„
C7.23
C8.00
SITE DETAILS
OVERALL EROSION CONTROL PLAN -STAGE 1
C8.01
SITE DETAILS
EROSION CONTROL PLAN - STAGE 1 - A
C8.02
SITE DETAILS
EROSION CONTROL PLAN - STAGE 1 - B 09.0T=:99WDAINAGE
EROSION CONTROL PLAN - STAGE 1 - C
DETAILS
EROSION CONTROL PLAN - STAGE 1 - D
C8.05
STORM DRAINAGE DETAILS
OVERALL EROSION CONTROL PLAN -STAGE 2
C8.06
STORM DRAINAGE DETAILS
EROSION CONTROL PLAN - STAGE 2 - A
C8.07
SANITARY SEWER DETAILS
EROSION CONTROL PLAN - STAGE 2 - B
C8.08
WATER DETAILS
EROSION CONTROL PLAN - STAGE 2 - C
C9.00
STORMWATER CONTROL MEASURE 'A'
- PLAN VIEW
EROSION CONTROL PLAN - STAGE 2 - D
C9.01
STORMWATER CONTROL MEASURE 'A'
- DETAILS
EROSION CONTROL DETAILS
C9.02
STORMWATER CONTROL MEASURE 'A'
- DETAILS
EROSION CONTROL DETAILS
C9.03
STORMWATER CONTROL MEASURE 'A'
- LANDSCAPE PLAN
EROSION CONTROL DETAILS
C9.04
STORMWATER CONTROL MEASURE'B'
- PLAN VIEW
FLOWES STORE ROAD - ROAD IMPROVEMENT PLAN
C9.05
STORMWATER CONTROL MEASURE'B'
- DETAILS
FLOWES STORE ROAD - PAVEMENT MARKING & SIGNAGE PLAN
C9.06
STORMWATER CONTROL MEASURE 'B'
- DETAILS
FLOWES STORE ROAD - STATIONING PLAN
C9.07
STORMWATER CONTROL MEASURE'B'
- LANDSCAPE PLAN
FLOWES STORE ROAD - DEMO & EROSION & SEDIMENT CONTROL PLAN
C9.08
STORMWATER CONTROL MEASURE'C'
- PLAN VIEW
FLOWES STORE ROAD - GRADING & DRAINAGE PLAN
C9.09
STORMWATER CONTROL MEASURE 'C'
- DETAILS
FLOWES STORE ROAD - TRAFFIC CONTROL PLAN PHASE 1
C9.10
STORMWATER CONTROL MEASURE'C'
- DETAILS
FLOWES STORE ROAD - TRAFFIC CONTROL PLAN PHASE II
C9.11
STORMWATER CONTROL MEASURE 'C'
- LANDSCAPE PLAN
FLOWES STORE ROAD - CROSS SECTION STA.10+00.00THRU STA.11+00.00 09.OT=
EVELOPMENT HYDROLOGY MAP
40ORA�
FLOWES STORE ROAD - CROSS SECTION STA.11+50.00THRU STA.12+50.00
LCO LANDS APE
FLOWES STORE ROAD - CROSS SECTION STA.13+00.00THRU STA.14+00.00
L5.01
CODE LANDSCAPE - A
FLOWES STORE ROAD - CROSS SECTION STA.14+50.00THRU STA.15+50.00
L5.02
CODE LANDSCAPE - B
FLOWES STORE ROAD - CROSS SECTION STA.16+00.00THRU STA.17+00.00
L5.03
CODE LANDSCAPE - C
FLOWES STORE ROAD - CROSS SECTION STA.17+50.00THRU STA.18+50.00
L5.04
CODE LANDSCAPE - D
FLOWES STORE ROAD - CROSS SECTION STA.19+00.00THRU STA.19+78.00
L5.05
LANDSCAPE DETAILS
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
'J
1\1111Ea DA,��As.
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]
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PROJECT DIRECTORY
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C-0293
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
CONSTRUCTION
DRAWINGS FOR:
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
NM.
TOWN OF MIDLAND, NC
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.
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2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST TOWN OF MIDLAND LAND DEVELOPMENT
STANDARDS AND NCDOT 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
Al B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED; ANY PIPE WHERE WATER WILL STAND IN PIPE, SUCH AS JUST UPSTREAM
OF SCM, WILL REQUIRE 0-RINGS JOINTS FOR WATER TIGHTNESS.
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.
Q11. NO WAFFLE BOXES SHALL BE USED -ALL BOXES ARE TO BE PRECAST (SOLID WALL) OR BUILD IN PLACE PER NCDOT SPECIFICATIONS.
12. SEALED STRUCTURAL DESIGN FOR ALL STRUCTURES GREATER THAN NCDOT MAXIMUM ALLOWED DEPTH OR GREATER THAN 12'
REQUIRED PRIOR TO CONSTRUCTION
A13. DRAINAGE MH R&CS TO HAVE LID WITH TWO (2) 1" VENT HOLES.
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.
8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND OVER A
RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE ATTENTION OF THE WALL DESIGNER PRIOR
TO THEIR DESIGN.
9. NO RETAINING WALLS, GEO-GRIDS OR ELEMENTS SHALL BE WITHIN THE ROW
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10. COUNTY AND STATE BUILDING CODE SHALL BE FOLLOWED AND WALLS TO BE DESIGNED BY A PROFESSIONAL ENGINEER
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 CONTACTTHE 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 OFTEN 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.
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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 UTILIZING ON OVERLOADED TRI-AXLE
► (OVERLOADED ON SITE WITH ADDITIONAL STONE) OR A QUAD AXLE. LOAD ON TRUCK SHALL CONSIST OF A MINIMUM OF 20+ TONS
► OF ABC WITH AXLES LIFTED. QUARRY TICKETS ARE REQUIRED FOR VERIFICATION OF WEIGHT. THE PROOF ROLL SHALL BE 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 ROLL TO SCHEDULE AN APPOINTMENT WITH THE PUBLIC WORKS DIRECTOR.
► IF RAIN OCCURS BETWEEN THE PROOF ROLL AND 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. NO ABC SHALL BE PLACED UNTIL THE PROOF ROLL HAS PASSED AND BEEN APPROVED BY THE TOWN OF
`A MIDLAND.
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 GEOTECH AND APPROVED BY THE TOWN.
LOCATIONS AND DETAILS TO BE RECORDED ON THE PLANS FOR INCORPORATION IN ASBUILTS.
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 24
INCHES WHEN USING CLASS III.
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 RIGHT-OF-WAY SHALL BE MINIMUM CLASS III AND JOINTS MUST HAVE 0-RINGS
(WHEN STANDING WATER IS ANTICIPATED) OR FLEXIBLE JOINT MATERIAL, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR
TYPE B FLEXIBLE PLASTIC GASKETS.
15. ALL CONCRETE SHALL BE MINIMUM 3,000 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.
WETLAND DELINEATION NOTE:
WETLAND DELINEATION COMPLETED BY WETLANDS & WATERS, INC.
CONTACT: MEAGAN JOLLY
704. 681. 3479
[e-mail]
4108 LB PROPST DR
CONOVER, NC 28613
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 ATTHE 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
STABILIZATION
STABILIZATION TIME
SITE AREA DESCRIPTION
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
IN LENGTH AND ARE NOT
3:1
7 DAYS
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.
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
City of Concord
APPROVED:
Utilities ONLY
City Engineer
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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]
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PROJECT NOTES
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I

GENERAL NOTES
1.) THIS IS A SURVEY OF AN EXISTING PARCEL OF LAND. THIS IS A BOUNDARY
SURVEY.
2.) BEARINGS ARE RELATIVE TO INC 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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AREA TABLE
PARCEL 2, TRACT 1 (PORTION) AREA = 2,357,048 SQ. FT., 54.11 AC.
PARCEL 2, TRACT 1 (PORTION) AREA = 3,990 SQ. FT., 0.09 AC.
PARCEL 2, TRACT 2 AREA = 342,275 SQ. FT., 7.86 AC.
PARCEL 1 AREA = 249,835 SQ. FT., 5.74 AC.
- - INTERNAL OVERLAP (1) AREA = 11,578 SQ. FT., 0.27 AC.
- - - - - - - TOTAL = 2,964,726 SQ. FT., 68.06 AC.
OVERLAPS WITH ADJOINERS
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/ \ I ti"' - r FOUNDS / CE f \ % / l % / f // / / % \' �� \ \ \\\ \- �� \ �\ \ \�\ \ \ POTENTIALIURISDICTIONALWETLAND"B400" 1 \...,.( / % I I / / // / / ) / \ l �- _ \\\\ \\ \\ I,- - i,.. " ASPHALT DRIVEWAY.,*,.
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1 (( I #4 REBAR / ✓' \ / /- J / i \ { %/ /�/ l l <o�/ f�� �i/ ---�1 '1 ) \ �� �r�� \ \ \\� \\\ \\\ \ PER WETLANDS & WATER DELINEATED WETLANDS \ - \ W TLAW 0�" I / / / / / / f� l �r f / l�O \\\ \�\ \\ \\ \\\\ - 4i -
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f/ #4 REBAR `,�. 1•603.32' \�1\\\\{ / \ j ///J j/ �j / / / if �/ / -�,'. \�-��'PARCEL2 TRACT2 -> ) o \ \ ) .;�. �,
IIII N 09°08'18 E X ///% / / / <o HOMEOWNERS Jr \ ^ \ / \ \\PER WETLANDS& WATER DELINEATED WETLANDS \\ ^ ) \ \ I I \(11'
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I
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 13°59'37" E
37.3T
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
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2. Title to that portion of the Land within the right-of-way of Flowes Store Road - shown hereon. - ��) 700� ) J W y 3
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4. Easement recorded in Book 1566 Page 101 - 15' RIGHT OF WAY NOT TOUCHING OR SITUATED ON SUBJECT
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5. Easement recorded in Book 1548, Page 112 - EASEMENT NOTTOUCHING OR SITUATED ON SUBJECT PARCEL, DOES PARCEL 2 Y \ ; (� LL
NOT AFFECT. RECORD LEGAL DESCRIPTION I L
A Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be LEGEND
disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes TRACT ONE: 7TH) S. 82° 33' 57" E. 450.66 FEET TO A STAKE IN THE FLOWE'S STORE ROAD; THENCE WITH THE FLOWE'S
encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the PARCEL 2 LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, AND BEING STORE ROAD (THE OLD LINE), N. 8° 3T E. 282.75 FEET TO THE BEGINNING, CONTAINING 7.81 ACRES AS
Land of existing improvements located on adjoining land. Paragraph 2 (c) of the Covered Risks is hereby deleted. NOTES PERTAINING TO MORE PARTICULARLY DESCRIBED AS FOLLOWS: SURVEYED BY RAMON KISINGER, REGISTERED LAND SURVEYOR, ON MARCH 12, 1974. OO EXISTING IRON PIPE/REBAR
NO INSURED CLOSING PROTECTION COVERAGE PROVIDED - As to the transaction for which this binder and/or CHICAGO TITLE INSURANCE COMPANY BEING A PART OF TRACTS NOS. 2 AND 3 OF THE DIVISION OF M. W. CARRIKER ESTATE ALLOTTED TO MARY ® IRON PIPE SET
policy is issued, the Company specifically excludes this transaction from any closing protection services - TITLE
#a COMMITMENT NO. 21-06836CH
S. FINK AND IS ON FILE IN DEED BOOK NO. 27, PAGE 78, AND ADJOINING THE LAND OF WILL BRINES, JOHN
THE TWO TRACTS ABOVE ALSO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
TO LAND WITHIN ROADS, ENCROACHMENTS, AND OVERLAPS SHOWN HEREON.
COMMITMENT DATE: MARCH 31, 2021 AT 8:00 AM
MITCHELL, R. L. TUCKER AND GROVER Y. KRIMMINGER AND WIFE, MARIE S. KRIMMINGER AND IS
LYING AND BEING IN NUMBER ONE (1) TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST
■ EXISTING CONCRETE MONUMENT
I, KEVIN S. BAUCOM, PLS, CERTIFY THAT THIS MAP WAS DRAWN
SCHEDULE B -SECTION II (EXCEPTIONS)
BOUNDED AS FOLLOWS:
SIDE OF FLOWES STORE ROAD, BOUNDED ON THE NORTH BY WILLIAM J. BRYANS AND KRIMMINGER, AND
0 CONCRETE MONUMENT SET
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
BEGINNING AT LARGE WHITE OAK, ON GROVER Y. KRIMMINGER'S LINE, A CORNER OF LOT NO. 1 OF M.
ON THE SOUTH BY R. L. TUCKER ESTATE AND EFC CORPORATION, AND ON THE WEST BY WILLIAM J.
USED TO PERFORM THE SURVEY:
1.
ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN
W. CARRIKER DIVISION (NOW WILL BRINES) AND RUNS THENCE WITH THE LINE OF GROVER Y.
BRYANS AND GANDY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A CALCULATED POINT
THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE
KRIMMINGER SOUTH 4° 30' WEST 349 FEET TO A STAKE, A CORNER OF GROVER KRIMMINGER AND R. L.
BEGINNING AT A NEW IRON IN THE CENTERLINE OF FLOWES STORE ROAD, SAID IRON BEING THE
(1)CLASS OF SURVEY: CLASS A
PARCEL 1
DATE ON WHICH ALL OF THE SCHEDULE B, part i - requirements are met - not a matter of survey.
TUCKER; THENCE WITH THE LINE OF R. L. TUCKER SOUTH 88° 30' WEST 833 FEET TO A STONE, A CORNER
NORTHEAST FRONT CORNER OF R. L. TUCKER ESTATE, AND RUNS THENCE WITH THE R. L. TUCKER ESTATE
c_,�j UTILITY POLE
(2)POSITIONAL ACCURACY: < 0.100'
RECORD LEGAL DESCRIPTION
2.
Taxes or assessments for the year 2021, and subsequent years, not yet due or payable - not a matter of survey.
OF R. L. TUCKER; THENCE WITH THE LINE OF R. L. TUCKER AND LINE OF JOHN MITCHELL, N. 80° W. 2169.8
(NOW OR FORMERLY) NORTH 86° 10' 19" WEST 453.33 FEET TO AN IRON;
(3)TYPE OF GPS FIELD PROCEDURE: VRS
FEETTO A STAKE IN THE LINE OF WILL BRINES NORTH 5° EAST 939.2 FEET TO A STONE IN THE LINE OF LOT
THENCE CONTINUING WITH THE R. L. TUCKER ESTATE, NORTH 86° 42' 39" WEST 80.54 FEET TO A NEW
ou OVERHEAD UTILITY LINE
(4)DATE OF SURVEY: DECEMBER 18, 2019
A3.
Any discrepancy, conflict, matters regarding access, shortage in area or boundary lines, encroachment,
NO. 1 OF M. W. CARRIKER DIVISION, A CORNER OF WILL BRINES; THENCE WITH THE LINE OF LOT NO. 1
IRON; THENCE NORTH 76° 28' 36" WEST 60.91 FEET TO A NEW IRON; THENCE NORTH
(5)DATUM/EPOCH: NAD 83(2011)
Lying and being in No. 1 Township, Cabarrus County. North Carolina on the west side of Flowes Store Road adjoining the
encumbrance, violation, variation, overlap, setback, easement or claims of easement, riparian right, and title to
p, p g
(WILL BRINES) SOUTH 80° EAST 2821.5 FEET TO THE BEGINNING, CONTAINING 52.57 ACRES, MORE OR
83° 02' 36" WEST 128.08 FEET TO A NEW IRON; THENCE NORTH 57° 07' 36" WEST 127.02 FEET ANEW
SURVEYED PROPERTY LINE
(6)PUBLISHED/FIXED-CONTROL CONTROL
(6)USED: NCCO
property of Mrs. Marie Krimminger, Jessie Slagle and described by metes and bounds as follows: Beginning at an iron in
land within roads, ways, railroads, watercourses, burial grounds, marshes, dredged or filled areas or land below
LESS.
IRON; THENCE NORTH 43° 22' 36" WEST 135.12 FEET TO A NEW IRON; THENCE NORTH 38° 39' 53" WEST
PROPERTY LINE NOT SURVEYED
MODEL: GEOIDI2A
(7)GGEOIDEOID M
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
the mean highwater mark or within the bounds of any adjoining body of water, or other adverse circumstance
LESS AND EXCEPTING THE 1.52 ACRE PARCEL CONVEYED BY DEED RECORDED IN BOOK 4008, PAGE 109,
132.16 FEET TO AN IRON PIPE, AN OLD CORNER OF SLAGLE AND TUCKER; THENCE AN OLD LINE OF
(8)COMBINED GRID FACTOR(S): 0.9998507
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
affecting the title that would be disclosed by a current inspection and accurate and complete land survey of the
CABARRUS COUNTY REGISTRY.
SLAGLE, SOUTH 56° 02' 13" WEST 486.43 FEET TO A NEW IRON ATTHE BASE OF A STONE, AN OLD
(9)UNITS: METERS CONVERTED TO US SURVEY FEET
W.O. corner of Slagle and Mrs. Marie Krirnminger; thence with five (5) lines of Marie Krimminger as follows: 1st S. 89°
land - title to land within roads, encroachments, and overlaps shown hereon.
ALSO A RIGHT-OF-WAY AS DESCRIBED IN DEED BOOK NO. 243, PAGE 607, IN THE CABARRUS COUNTY
CORNER OF TUCKER; THENCE WITH THE LINE OF TUCKER, NORTH 80° 42' 19" WEST 150.03 FEET TO A
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"
4.
Easements to Duke Power Company recorded in book 231, page 233. [as to parcel 1] -MAY AFFECT SUBJECT
REGISTRY.
STONE, A REAR COMMON CORNER OF TUCKER AND EFC CORPORATION; THENCE WITH THE LINE OF EFC
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
PARCEL, BLANKET IN NATURE, NOT PLOT -FABLE.
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
CORPORATION (NOW OR FORMERLY) NORTH 79° 44' 57" WEST 2,126.95 FEET TO A 36" OAK TREE, A
This survey is made for the benefit of: Pulte Group, Chicago Title Insurance Company
,� �����
feet to a spike in pavement of Flowes Store Road; thence with said road S. 14° W. 341.63 feet to the point of
Ordinance to extend the corporate limits of the Town of Midland and incorporate by annexation a non-contiguous
RECORDED IN BOOK 4008, PAGE 109, CABARRUS COUNTY REGISTRY.
CORNER OF DAVID W. GANDY; THENCE WITH THE LINE OF GANDY, NORTH 8° 48' 50" EAST 529.74 FEET
♦♦O�\,
C A RO �O
BEGINNING, containing 7.357 acres, more or less, as surveyed and platted by James C. Kiser RLS on the 10th day of
area into the town of midland, North Carolina recorded in book 14219, page 117, and annexation maps recorded
TO A REBAR; THENCE NORTH 8° 48' 50" EAST 60.06 FEET TO A REBAR, A CORNER OF WILLIAM J. BRYANS;
This is to certify that this map or plat and the survey on which it is based were made in accordance with the
♦♦♦ `\ .
♦♦ �.•' '•. l �i
$ .�
October 1975. Less and except 1.249 acres recorded in Deed Book 911 Page 32 in the Cabarrus Count Public Registry
p g Y g y
in ma book 85, page 8, 9 and 10 - AFFECTS SUBJECT PROPERTIES, NOT PLOTTABLE
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TRACT TWO:
LYING AND BEING IN NO. 1 TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, ON THE WEST SIDE OF
THENCE WITH THE LINE OF BRYANS, NORTH 12° 05' 36" EAST 384.81 FEET TO A 36" OAK TREE, AN OLD
/
and more fully described as follows:
CORNER OF BRYANS; THENCE WITH THE LINE OF BRYANS, SOUTH 79° 26' 27" EAST (PASSING AN IRON AT
2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys jointly established and
,♦♦
• ' 9 �.
6.
Easements to Concord Telephone Com an recorded in book 456, a e 360. as to parcel 2 TRANSMISSION
() p Company page [ p ] -
FLOWE'S STORE ROAD COUNTY ROAD NO. 1132 ADJOINING MARIE KRIMMINGER AND JESSE B. SLAGLE
( )
25 FEET) FOR A TOTAL DISTANCE OF 2,277.60 FEET TO A REBAR; THENCE CONTINUING WITH THE LINE OF
N
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
L
LYING and being in No. 1 Township, Cabarrus County, North Carolina, on the west side of the Flowe's
AND DISTRIBUTION LINE EASEMENT 5' ON EACH SIDE OF CENTER OF LINE, MAY AFFECT SUBJECT PARCEL, BLANKET
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BRYANS, SOUTH 79° 11' 23" EAST 351.66 FEET TO AN IRON, A CORNER OF PAULETTE SLAGLE; THENCE
■
utilities, surface matters only), 13, 16 & 17 of Table A thereof.
Store Road (SR 1132), adjoining Marie S. Krimminger, Richard D. Slagle and Wayne Y. Krimminger, and
IN NATURE, NOT PLOTTABLE.
BEGINNING AT A SPIKE IN THE FLOWE'S STORE ROAD, CORNER OF MARIE KRIMMINGER (SAID SPIKE BEING
WITH THE LINE OF PAULETTE SLAGLE, SOUTH 5° 18' 49" WEST 327.83 FEET TO A NEW IRON; THENCE
L-42
:� �: :
described as follows:
7.
Easement(s) to union electric membership corporation recorded in book 612, page 386. [as to parcel 21 -
S. 79° E. 27.5 FEET FROM AN OAK TREE ON THE TUCKER PROPERTY WEST OF SAID ROAD); AND RUNS
CONTINUING WITH THE LINE OF PAULETTE SLAGLE, SOUTH 73° 11' 12" EAST 200.00 FEET TO A REBAR;
NC GRID NAD83
( )
The field work was completed on MARCH 19, 2021.
�O�
BEGINNING at a 30-inch white oak, corner of Wayne Y. Rrimminger, Richard D, Slagle and Marie S. Krimminger, and
EASEMENT AFFECTS SUBJECT PARCEL, BLANKET IN NATURE.
THENCE WITH THE KRIMMINGER LINE, N. 67° 08' W. 772 FEET TO AN IRON PIPE, CORNER OF
THENCE CONTINUING WITH THE LINE OF PAULETTE SLAGLE, NORTH 5° 20' 23" EAST 348.83 FEET TO A 36"
Date of Plat or Map: APRIL 30, 2021
F '•SUR��.•' ♦♦
�i ''•••••''
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 in;
8.
Access easement in book 243, 607 and in deed recorded in book 4008, 109. [as to 2]
KRIMMINGER AND JESSE B. SLAGLE; THENCE WITH THE SLAGLE LINE S. 59° 30' 06" W. 360.65 FEET TO A
OAK TREE, AN OLD CORNER; THENCE WITH THE LINE OF WAYNE Y. KRIMMINGER, SOUTH 0° 59' 22" WEST
♦♦
♦ %/ cc P� ♦
(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
granted page page parcel
AFFECT SUBJECT PROPERTIES, SHOWN HEREON.
STAKE, A NEW CORNER SAID STAKE BEING N. 59° 30' 06" E. 486.58 FEET FROM A STONE, AN OLD CORNER
(
338.52 FEET TO A NEW IRON IN THE DRIVEWAY EASEMENT; THENCE CONTINUING WITH THE LINE OF
GRAPHIC SCALE
Bonilla
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
OF TUCKER AND SLAGLE); THENCE SEVEN (7) NEW LINES AS FOLLOWS:
WAYNE Y. KRIMMINGER, SOUTH 73° 02' 00" EAST 758.86 FEET TO A POINT IN THE CENTERLINE OF 1zo
0 60 1zo z40
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
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.
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;
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 BY JAMES T. WEST, PLS, DATED MARCH 8, 2007.
platted by Joe Franklin, III, in July, 1992, and was conveyed by Marie Sossamon Krimminger to Wayne Young Krimminger
10.
Easement(s) to Union Electric Membership corporation recorded in book 1548page 112. [as to parcel 1] -
4TH) S. 79° 32' E. 128.08 FEET TO A STAKE;
5TH) S. 72° 58' E. 60.91 FEET TO A STAKE;
TOGETHER WITH EASEMENTS CONTAINED OR CONVEYED IN NORTH CAROLINA SPECIAL WARRANTY DEED
RECORDED IN BOOK 4008, PAGE 109, CABARRUS COUNTY REGISTRY.,
1 inch = 120 ft.
Kevin S. Baucom, 4275 Date
and wife, Dena Carriker Krimminger, by deed dated November 14, 1975, and recorded in Record of Deeds Book No. 458,
EASEMENT NOTTOUCHING OR SITUATED ON SUBJECT PARCEL, DOES NOT AFFECT.
[e-mail]
Page 771.
6TH) S. 83° 12' E. 84.13 FEETTO A STAKE; AND
'J
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1
puuW of
mm „.. II I . ..
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
PULTE GROUP
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NORTH CAROLINA 28226
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REVISIONS
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
C1600

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 S 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#%,��i,.
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
BEGINNING, containing 7.357 acres, more or less, as surveyed and platted by James C. Kiser RLS on the 10th day of
...• A ••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
Q
described as follows:
'
at a of SlagleMarie1 and
Y. rras
-inch white oak, ie
Richard1)
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.
8 Access 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
N111 1111110���'J 1
li,,,,A,D,,A 1111111,111111111111.. „1
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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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

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 CO.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 D /i iI-----
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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:
10,736 SF
PROPOSED DENSITY:
1.7 LOTS PER ACRE
PROPOSED LOTS:
118 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:
9,240 SF
MINIMUM CORNER LOT SIZE PROVIDED:
9,240 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
I �
F �I
BUILDING PAD
I II
(MINIMUM
9,240 SF LOT)
12 �6
I l
I I,
I
I II
I
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66'
BUILDI NG PAD
I I
(MINIMUM
8,400 SF LOT)
I
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IIII I
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60'
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DB 10225, PG 310
PIN 55256775660000
ITAMARA A KRIMMINGER \ \
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- 14'57" PIN 55259700560000 r' - - — — _ _ E 167.66' �\ \
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PROPERTY BOUNDARY (TYP.) �41' — — -
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II PIN 55258659090000 �I 1 4 11 3 I; 1 2 �/ ; �� V A SPACEFri
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STEWART
DB 4927, PG 266
\ I STORM WATER ACCESS PIN 55256865200000
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TRIBUTARY "1" 7s F STORMWATER CONTROL
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MARY TUCKER ARROWOOD TRUSTEE DB NULL, PG NULL (50 PUBLIC R/W) S.R. 1132 I.
I I,
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
I PIN 55258569760000 TOWN MAINTAINED (RIGHT OF WAY WIDTH UNKNOWN) I
WILLIAM & JENELLE BRYANS
PEASH RU B AVE DB 10225, PG 310 POTENTIAL JURISID'ICTIONAL,.
Al PIN 55256775660000
(50' PUBLIC R/W) WETLANDS "A300"
POTENTIAL JURISDICTIONAL
L1 _..... S80 33 54 E 2252'.66 BODUNDARY (TYP.) WETLANDS "A200„
_ S80.17'44"E 351.65'
., - -
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\ \ (MEASURED 50' FROM
1 � \\ TOP OF BANK, EACH POTENTIAL JURISDICTIONAL,�
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BOUNDARY (TYP.)
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117
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DB 10225, PG 310
PIN 55256775660000 �F 7 —7' 7' BRYANS
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35 PNTENTIAL JURISDICTIONAL -
POND "b 0" \ '
\ I 64 65 66 67 68 69 70 71 72 73 74 75 76 / �
LINDSEY GOINS & I STORM WATER \ / 1 1 1 77 78 \ / SIDE
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MEASURE C I � � � ;: � � � � ,� � � � �, —
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PROPERTY
BOUNDARY
(TYP.)
,I WETLAND "8400"
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POTENTIAL JURISDICTIONAL/ TRIBUTARY \ 50, STREAM BUFFER
(MEASURED 50' FROM MlTOP OBANK, EACH IPRASIDE(TYP.)I !LSD E
1 L
1 L
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CA RO U S E L CO R RA L D R PROPERTY TOP OF BANK
STORMWATER ACCESS BOUNDARY (TYP.) \\ (TYP.)
EASEMENT
(50"
PUBLIC R/W) N80.51'42"W 21.27.08' .... .. S82`_07'10'E_ 149.82' \
f
RETAINING WALL "A"
BUTTONBUSH DR
(50' PUBLIC R/W)
__(_ _F_ �-..."�--,--:-� — �� � � � -- � � � CEDARVALE FARM
1 1 1 1 1 I I I 1 1 I CEDARVALE FARM I 1 ASSOCIAOTIONRINC,
CTOMEALL VAI M -1 I ��� HOMEOWNERS I PB 76, PG 38 I JOHN WAYNE TUCKER
' U S E L C C► R RA L D R \ ASSOCIATION INC, PIN 55255676660000
A SOCIATION C 76,
B 76, PG 3 , I �� \ \ PIN 55 255676660000 // I \ — — �\ I MARY TUCKERDARRO WOODLTRUSTEE
PIN 525567666g000 (50 PUBL C RW) / PIN 55258569760000 GRAPHIC SCALE
I PB 77, PIG 69 0 50 100 200
/ I \
— ------ �---- --- ..---�---� I �/ A / I , V / A /
I 1 inch = 100 ft.
CEDARVALE FARM SUBDIVISION PHASE 2
PB 72, PG 101; PB 76, PG 38; PB 77, PG 69 — L — — _
\ / \ / \ I FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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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]
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-OAS1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=100'
DATE
06. 08. 2021
SHEET
OVERALL SITE PLAN
C2.00

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PROPOSED CONCRETE I 48 X 8O
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DB 9913, PG 309 I DRIVEWAY _
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3 m — = i �� •� �� � — 308.87' � d ��= / � � i
PROPOSED GUARDRAIL N75'13'1 my �Ln
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PROPERTY BOUNDARY - �� �� 9,967 SF,
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0 — �.. 5 PLANTING STRIP �����4� ���
fV I 'CmC E7E SID- TYP.
EWALK" ` 7 LOT LINE (TYP.)
50 x5' CONSTRUCTION X X� JYP_ - �s� oV,
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Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
Know what's below.
Cal I 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
F--------I
t
..............
\ I \ _ CENTERLINE (TYP.) m w
— — 0!� m
\ o m w
Ln N
PUBLIC STORM DRAINAGE --
EASEMENT — r- — — — — —
BUTTONBUSH DR RIGHT-OF-WAY (TYP.)
(50' PUBLIC R/W) 5' PUBLIC UTILITY
TOWN MAINTAINED EASEMENT (TYP.)
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.)
S80`21'49"E
339.1 7'
S85'51'24' E
1000.00'
CURB RAMP (TYP.) _ 124.38'J
_ R= _ �
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DRAINAGE EASEMENT
I
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SHEET KEY
N N.T.S.
REFER TO THE C7 SERIES SHEETS FOR THE DETAILED DESIGN OF
THE ROADWAY IMPROVEMENTS TO
FLOWES STORE ROAD
N
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
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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]
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
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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SHEET KEY
N 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
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
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
(TYP.)
- POTENTIALIF JURISDICTIONAL \ I
—WETLANDSt."A200" 50' TYPE E BUFFER
\—
\ �—\—\ --\—\ —\ \—— — — — — — — — — — — — — — — — — — — — — — — —
COMMON II
I
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OPEN SPACE I
\ \ \ (SEE C2.00 FOR AREA)
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48' X 70' �� 9,613 SF8,544 SF
U �,. 48 X 70' , 8 X 6 ' 1
WLU — m 1
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Op�Alyn 74s948f I 11 DRAINAGE EASEMENT
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W 50' PUBLIC STORM SAD /t Ty I - - -
RIGHT-OF-WAY (TYP.) q _ _,
LJJ DRAINAGE EASEMENT _ _ _ _ - -
(/� 5' PUBLIC UTILITY \ \\`T
EASEMENT (TYP.)
S85°38 WF0 —
m
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--' -�� BUTTONBUSH DR - ,46.86'
v (50 PUBLIC RAW) -
I �`�' vTvOWN MAINTAINED - -71
_
- - _
POTENTIAL JURISDICTIONAL AV / �
POTENTIAL JURISDICTIONAL POND "B300""
f
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/ I t �_ / /
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X
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\ / I�
�0 2O / I 30 FRON(�� ��"----s-- PROPO ED CO�dCRETE DRAINAGE EASEME T \ i DRIVEN AY
os v z" 9,146 SF
;�F \ 48 X 60' Tru�
11 i t I RErvINU WM� r1
\ 0�o 1, ; I REFER TO SHEET
^� 1 9 i I C3.01 FOR HEIGHT
9,606 SF
f
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BUFFER ACTS As 48 X 70 601 9,606 SF N'ola" 19,721 SF
I \/� REAR SETBACK / 48' )( 60'
POTENTIAL JURISDICTIONAL V / I z ml 48 X 70 a l v
" AND " WETLAND
� / A �,�,�, 1 �l
POTENTIAL JURISDICTIONAL ' V A� 05
\\\ TRIBUTARY _ g
g eg
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N6 IWcn[�_---------- /
-- — J 1 I L TYP. LOT LINE (TYP.) PROPERTY BOUNDARY
_ ( )
� �
N'6 6.3\ _ 15' REAI�SB I _ -_ /
o \ \ 42 W \ / /
N75'12' S79'29'47"E
-- -
i \ 53.44'
50' STREAM BUFFER
(MEASURED 50' FROM /
\ TOP OF BANK, EACH
I POTENTIAL- JURISDICTIONAL \ \ SIDE) (TYP.)
TRIBUTARY \ / JOHN WAYNE TUCKER
\ / MARY TUCKER ARROWOOD TRUSTEE
I COMMON OPEN SPACE \ DB NULL, PG NULL
(SEE C2.00 FOR AREA) \ \ / / PIN 55258569760000
TOP OF BANK \ /
\ (TYP.) /
I \ /
PROPERTY BOUNDARY
(TYP.)
50' TYPE E BUFFER
GRAPHIC SCALE
0 20 40 80
finch =40ft.
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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]
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46788
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
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 - B
C2.02
�..............� .. ...................y..-
/' I 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
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
- SANITARY SEWER EASEMENT LINE
-
- - - - - - - - - - - - - - STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
r 50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
I
I
61 .00'
N80.33'54'W
II
I -1 1F
I
I111
9,334 SF
I48' X 80'
I
I
61.00' 61.00' _
N80°33'54"W �N80.33'54"W
I II
-7 F
I I
e
61.00' 61.00'
N80.33'54"W N80'33'54"W
I I
- -, F- -, F-
LOT LINE (TYP.)
1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,a
I
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9,295 SF
zi
9,282 SF
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48 X 80
I
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I
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I
48' X 80'
I
\ PROPERTY BOUNDARY
\ \ (TYP.)
\ POTENTIAL JURISDICTONAL
\ TRIBUTARY \
\ \ I 80.59' \ 50' TYPE E BUFFER
N80 33'54' W - - - - - - - - - - - - - - - - - - - - -
1 90,4g4� \ \ 50' STREAM BUFFER I
\ (MEASURED 50' FROM ------
I I \ \ \ \ TOP OF BANK, EACH _ - - - - - - - - - - - I
I\ \ SIDE) (TYP.) i
i
\\ \ ,7
89\ \
\/ / POTENTIAL JURISDICTIONAL
TOP 019'\ PF BANK TRIBUTARY
(TYP.)
w� ,,,,,,,,,,,,,,,
o
11 1 66
10 454 SF
48' X 70'
I I 10,891 SF
48 X 60
u� � 1 18 \
i
........................./
48' X 60' 41
I'-
- CENTERLINE (TYP.)-
-
m
010
w
-
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w
PROPOSED CONCRETE
L
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DRIVEWAY
I I
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m; ml
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85 84 �i
O � O 83 82
0 0 ,
10,675 SF 10,675 SF 10,675 SF 10,675 SF
I , ,
olo 48 X 80 alo 48 X 80 olo 48 X 80 alo 48 X 80 o1a
P,1'P,1'1
..............
I I I I I
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r I -1L -1 L -1 I I I L- LINE (TYP.)
U L -1 I L
15' REAR SB I I I
L1J
IS'80°45
56„E S80°45 S8 56„E SS0°45 „ S80.4556„E S80°45 56 S80°4556„E S85
„ S8
007 - -] _), _-
41.00' 041.00' 20.041.00' 20.00' 41.00 20.00'
I ILU S80'45'56"E
LJ 20.00
71
10,675 SF
I48' X 80'
I
5' CONCRETE SIDEWALK (TYP.)
Know what's below.
Call before you dig. J , L
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT I- S80.51'42"E L-
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 61.00'
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. I
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. I
I
I
I
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S80'51'42"E
x
�RETAINING WALL "B"
REFER TO SHEET �X
C3.03 FOR HEIGHT
Al \ \ � STORMWATER CONTROL
MEASURE "B" I
� � \ POTENTIAL JURISDICTIONAL � x
(SEE "C9" SHEETS)
�120 , WETLANDS "6100"
\ \
5' PUBLIC UTILITY EAS�MENT (TYP.)
j \\"vp RIGHT-OF-WAY (TYP.) \ i� �� \ STORMWATER ACCESS x/
1 z .0 i ♦ x/
p� I A �, ��� _ _ i 1 \ASEMENT
5' CONCRETE SIDEWALK (TYP. A i 1 / ga
N Q
w i 5' PLANTING STRIP (TYP.)
a
/ I
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81 0 0;. \ P EAS H R U B AVE 9j�q Gay
0,675 SF i 80 / \�„ (50' PUBLIC R/W) Ftcl
�8 X 80 a 1 o I 9s°e,
' - I 13 256 SF � � , -' � TOWN MAINTAINED F �
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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
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REVISIONS
NO. DATE
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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 - C
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E&SC NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT TOWN
OF MIDLAND LAND DEVELOPMENT DESIGN
STANDARDS AND DETAIL DRAWINGS
SITE LEGEND
PROPERTY LINE — —
RIGHT-OF-WAY LINE
— -- — — LOT LINE
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CENTER LINE
SETBACK LINE
r 50' STREAM BUFFER
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Town of Midland
APPROVED:
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(TYP.)
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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
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TEMPORARY T—TURNAROUND
0 60, WITH CONCRETE WINGS
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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
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
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

Know what's below.
Cal I 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.
an
3011x30" STOP SIGN (R1-1)
2411x30" SPEED LIMIT SIGN (R2-1)
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
OW-3
END OF ROADWAY MARKER (OM4-3)
W14-i
3011x30" DEAD END SIGN (W14-1)
SITE LEGEND
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LOT LINE
SANITARY SEWER EASEMENT LINE
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CENTER LINE
DEAD END STREET BARRICADE
STOP BAR
- SIGN
I I 50' STREAM BUFFER
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PAVEMENT MARKING AND SIGNAGE LEGEND
PAVEMENT MARKINGS
T1 18" THERMO-PLASTIC STOP BAR
SIGNS
01 30%30" STOP SIGN (R1-1)
02 SPEED LIMIT - 25 MPH (R2-1)
03 END OF ROADWAY MARKER (OM4-3)
04 ENTRANCE MONUMENT
05 "DEAD END" SIGN (W14-1)
NOTES:
1) TEMPORARY 18" STOP BARS TO BE INSTALLED DURING
CONSTRUCTION AND PERMANENT 18" THERMO-PLASTIC
STOP BARS TO BE INSTALLED ONCE FINAL LIFT OF ASPHALT
IS PLACED.
2) REFER TO SHEET C8.02 FOR ADDITIONAL DETAIL ON END
OF ROADWAY MARKERS.
3) END OF ROADWAY MARKER AT THE CENTERLINE OF THE
STREET STUB SHALL BE SUPPLEMENTED WITH A STREET
CONNECTIVITY SIGN. SEE SHEET C8.02 FOR ADDITIONAL
DETAIL.
4) REFERENCE THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) FOR ADDITIONAL SIGNAGE
DETAIL.
DEAD END STREET
BARRICADE
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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
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
FILENAME 2021210184-OAS2.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=100'
DATE 06. 08. 2021
SHEET
SIGNAGE PLAN
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CATCH BASIN
Roadway & Public Drainage ONLY
LOT LINE
SEWER/UTILITY EASEMENT LINE
DROP INLET
Town Engineer
CENTER LINE
®
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STORM DRAINAGE EASEMENT LINE
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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]
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NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
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DATE 06. 08. 2021
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0
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ALL CONSTRUCTION SHALL BE IN YpPERT ,�
ACCORDANCE WITH THE CURRENT TOWN SITE LEGEND
a
OF MIDLAND LAND DEVELOPMENT DESIGN
y,,,, i
— — PROPERTY LINE----- 1 ��
STANDARDS AND DETAIL DRAWINGS
Know WI18t�S below. _ _ _ RIGHT-OF-WAY LINE
LOT LINE
Call before you dig. y � — — SANITARY SEWER EASEMENT LINE
— — — — — — — — — — — — — — — — — STORM DRAINAGE EASEMENT LINE
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT CENTER LINE
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION — — SETBACK LINE
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. F — — — — — — — — I 50' STREAM BUFFER
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. CONCRETE SIDEWALK/DRIVEWAY
Town Engineer
N
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
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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]
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-G1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
GRADING PLAN - A
C3.01
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

D �-
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l� 6 CA
I I
SHEET KEY
(NJ N.T.S.
ALL CONSTRUCTION SHALL BE IN SEE SHEET C0.00 FOR ALL PROJECT, SITE,
ACCORDANCE WITH THE CURRENT TOWN GRADING, STORM DRAINAGE, UTILITY, AND
OF MIDLAND LAND DEVELOPMENT DESIGN E&SC NOTES
STANDARDS AND DETAIL DRAWINGS
SITE LEGEND
I
SD-100
CB-101
T/C=670.17
INV IN=658.40 (CB-106)
INV IN=658.90 (CB-102)
INV OUT=657.40
CB-102
T/C=670.09
INV IN=659.70 (CB-103)
INV OUT=659.60
CB-103
T/C=670.09
INV IN=662.80 (DI-104)
INV OUT=660.20
CB-106
T/C=670.60
INV IN=659.90 (CB-107)
INV OUT=659.80
CB-107
T/C=671.41
INV IN=661.30 (CB-108)
INV OUT=661.20
SD-200
CB-205
T/C=668.12
INV OUT=662.30
CB-207
T/C=667.14
INV OUT=660.40
JB-201
RIM=670.64
INV IN=663.90 (JB-202)
INV OUT=663.80
JB-202
RIM=678.34
INV IN=672.80 (HW-203)
INV OUT=672.70
SD-300
CB-301
T/C=657.99
INV OUT=654.20
CB-303
T/C=656.14
INV OUT=650.20
S D-400
CB-403
T/C=635.46
INV IN=630.80 (CB-404)
INV IN=626.00 (CB-405A)
INV OUT=625.90
CB-404
T/C=635.45
INV OUT=631.10
CB-405A
T/C=634.85
INV IN=630.15 (CB-405B)
INV OUT=627.00
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
SANITARY SEWER EASEMENT LINE
STORM DRAINAGE EASEMENT LINE
CENTER LINE STORMWAI
M EASI
SETBACK LINE (SEE "C9
50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
CB-108
T/C=670.67
INV IN=663.20 (CB-109)
INV OUT=663.10
CB-109
T/C=669.83
INV IN=664.45 (CB-110)
INV IN=664.20 (CB-111)
INV OUT=663.70
CB-110
T/C=669.85
INV OUT=665.20
CB-111
T/C=670.46
INV IN=664.90 (CB-112)
INV IN=665.05 (CB-115)
INV OUT=664.80
CB-112
T/C=671.43
INV IN=665.40 (CB-113)
INV OUT=665.30
EW-200
???=663.79
INV IN=663.00 (JB-201)
EW-204
???=1082.32
INV IN=662.00 (CB-205)
EW-300
???=648.82
INV IN=654.00 (CB-301)
EW-302
T/G=650.39
INV IN=650.00 (CB-303)
CB-405B
T/C=634.85
INV IN=630.30 (CB-406A)
INV OUT=630.25
CB-406A
T/C=634.85
INV IN=630.65 (CB-406B)
INV OUT=630.60
CB-406B
T/C=634.85
INV OUT=630.75
Know wnars below.
Call before you dig.
CB-113
T/C=672.00
INV IN=666.40 (YI-114)
INV OUT=666.30
CB-115
T/C=676.03
INV IN=669.60 (CB-116)
INV OUT=667.20
CB-116
T/C=676.03
INV IN=670.00 (CB-117)
INV OUT=669.90
CB-117
T/C=679.64
INV IN=675.40 (CB-118)
INV OUT=670.30
CB-118
T/C=679.64
INV OUT=675.60
EW-206
???=664.52
INV IN=660.20 (CB-207)
HW-203
???=678.52
INV OUT=676.00
EW-400
???=612.00
INV IN=608.00 (JB-401)
JB-401
RIM=618.90
INV IN=616.20 (YI-402)
INV OUT=608.30
YI-402
WEIR=630.00
INV IN=624.30 (CB-403)
INV OUT=619.00
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
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.
M !
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SEE SHEET C3.03 FOR
STORM STRUCTURE /
INFORMATION FOR I/ /
SD-500 NETWORK
, (Ely 300)
.. LENGTH .......
.m®..
5 db f T" �- - --
e Wio H. �.e -
50 T
STONE`" DIAMETER.". "
3 IN
THICKNESS
"12 IN
GRAPHIC SCALE
0 20 40 80
finch =40ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
!!j
C111i. udl . . WVu S
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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COMPANY, INC. ; �o
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OF
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Ac I
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REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-G1.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=40'
DATE 06. 08. 2021
SHEET
GRADING PLAN - B
C so2

CD1
C DB/LA �
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--------�
SD-500
CB-503
T/C=637.19
INV IN=615.30 (JB-504)
INV OUT=615.20
EW-500
???=-3.89
INV IN=608.60 (JB-501)
HW-505
???=-1.92
INV OUT=617.90
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
JB-501
RIM=630.00
INV IN=612.10 (JB-502)
INV OUT=609.10
JB-502
RIM=630.20
INV IN=612.90 (CB-503)
INV OUT=612.80
JB-504
RIM=634.60
INV IN=617.20 (HW-505)
INV OUT=617.10
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
Know what's below.
Call before you dig.
SEE SHEET C3.04 FOR
STORM STRUCTURE
INFORMATION FOR
SD-600 NETWORK
SEE SHEET C3.04 FOR
STORM STRUCTURE
INFORMATION FOR
SD-600 NETWORK
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.
'J
C11111.,iiA l . . WVu S
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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THE JOHN R.
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788
�' °• GENE ••' �:
A. W O�� bpi-o7-2a►Z�
REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-G1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
GRADING PLAN - C
C3.03

I I -
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-
/ � I
SHEET KEY
(N) 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
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
SANITARY SEWER EASEMENT LINE
- - - - - - - - - - - - - - - - - STORM DRAINAGE EASEMENT LINE
CENTER LINE
SETBACK LINE
r 50' STREAM BUFFER
CONCRETE SIDEWALK/DRIVEWAY
SD-600
CB-604
CB-625
DI-621
T/C=613.97
T/C=614.51
T/G=613.00
INV IN=603.70 (CB-605)
INV IN=604.50 (CB-626)
INV IN=606.40 (YI-622)
INV IN=603.90 (CB-625)
INV OUT=604.40
INV OUT=606.30
INV OUT=603.10
CB-626
DI-632
CB-605
T/C=615.19
T/G=619.20
T/C=613.94
INV IN=605.30 (CB-627)
INV OUT=616.90
INV IN=605.50 (CB-606)
INV OUT=605.20
INV IN=604.50 (CB-620)
CB-627
DI-635
T/G=624.00
INV OUT=604.00
T/C=616.76
INV OUT=621.70
CB-606
INV IN=606.90 (CB-628)
FES-611
T/C=614.65
INV OUT=606.80
999=621.50
INV IN=607.20 (JB-607)
CB-628
INV OUT=618.00
INV IN=610.50 (CB-619)
T/C=616.76
INV OUT=607.10
INV IN=607.30 (CB-629)
FES-624
???=625.02
CB-608
INV OUT=607.20
INV OUT=624.00
T/C=617.1 1
INV IN=612.00 (CB-609)
CB-629
T/C=616.16
HW-600
HW-6
INV OUT=61 1.90
INV IN=607.80 (CB-630)
04.50
INV IN=600.00 (JB-601)
CB-609
INV OUT=607.70
T/C=617.1 1
CB-630
JB-601
INV IN=612.40 (CB-610)
T/C=61616
RIM=609.90
INV OUT=612.30
.
INV IN=608.50 (CB-631)
INV IN=600.30 (JB-603)
INV IN=606.00 (YI-602)
CB-610
INV OUT=608.00
INV OUT=600.20
T/C=619.68
INV IN=615.00 (FES-61 1)
CB-631
T/C=620.64
JB-603
INV OUT=614.90
INV IN=612.40 (CB-633)
I
V INO0 601 INV (JB-603A)
CB-612
INV IN=615.70 (DI-632)
INV OUT=601.80
T/C=621.06
INV OUT=612.30
INV IN=615.65 (CB-613)
JB-603A
INV IN=616.00 (CB-618)
CB-633
T/C=625.57
RIM=607.90
INV IN=602.70 (CB-604)
INV OUT=612.65
INV IN=618.65 (CB-636)
INV OUT=602.60
CB-613
INV IN=620.00 (DI-635)
T/C=630.60
INV IN=620.00 (CB-634)
JB-607
INV IN=625.70 (CB-614)
INV OUT=616.00
RIM=617.78
INV IN=625.80 (DI-617)
INV IN=608.90 (CB-612)
INV OUT=625.45
CB-634
INV IN=611.40 (CB-608)
T/C=625.57
INV OUT=608.80
CB-614
INV OUT=620.70
T/C=644.10
INV IN=638.60 (DI-616)
CB-636
EIR = 609.00
WEIR
INV IN=638.60 (CB-615)
T/C=629.48
INV OUT=606.75
INV OUT=638.50
INV IN=623.00 (CB-637)
YI-622
INV OUT=622.75
WEIR=612.00
CB-615
T/C=644.26
CB-637
INV IN=608.60 (YI-623)
INV OUT=638.90
T/C=629.80
INV OUT=608.10
INV IN=623.50 (YI-638)
YI-623
CB-618
INV OUT=623.40
WEIR=616.00
T C=621.06
/
DI-616
- -
INV IN-613.55 (FES 624)
INV OUT=616.30
T/G=642.20
INV OUT=613.30
CB-619
INV OUT=639.90
T/ C=614.75
INV OUT=610.80
DI-617
T/G=629.20
CB-620
INV OUT=626.90
T/C=613.94
INV IN=605.80 (DI-621)
INV OUT=604.70
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
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.
/
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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]
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SEAL
6788
/ �7' A \NO'jO�A-0'7-?asZl
REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEWS
PLAN INFORMATION
PROJECT NO.
2021210184
FILENAME
2021210184-G1.dwg
CHECKED BY
SAW
DRAWN BY
SAW
SCALE
1"=40'
DATE
06. 08. 2021
SHEET
GRADING PLAN - D
C3.04

(14)
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
\\ I
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N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
1
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- — _ BUTTONB0 HA
(50' PUBLIC R/W)
'--------------------------------- — —
PUBLIC SANITARY SEWER EASEMENT
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� PUeC/C SqN r RYA � �
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CITY'S JET -VAC TRUCK '
PUBLIC/� i 1�
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--------------
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— — — — — — — — — — — — — — - T — — — — — —
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PIN 5525 756920000
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...."" - DB 2615, PG 182 \
PIN 55259700560000
- - - - - - - - 71 tz
--_777
I � JAMES & KELLY LITTLE
II DB 9913, PG 309
PIN 55258659090000 r"" I l r _ - - - _ _ _ _ COMMON OPEN
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�— SPACE
----
PG 29
- - - ? PIN5525969130000
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12 /I i \ (SEE SHEET C5.15)
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PROP. 6" PVC WATER MAIN
STORMWATER CONTROL j
W 50'� M BUFF�F3— _ MEASURE IIAII �; / i 5 '� \
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--_
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CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
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3430 Toringdon Way
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phone [phone]
fax [phone]
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www.mcadamsco.com
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11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEW
WATERMAIN EXTENSION
STA. 11+50 TO STA. 19+53o66
JOHN WAYNE TUCKER
MARY TUCKER ARROWOOD TRUSTEE
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SCALE 1"=40'/1"=4'
DATE 06. 08. 2021
City of Concord
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DI FINAL GROUND ELEV. = 669.74'
BOTTOM OF 8" DIP WATER MAIN = 667.00'
TOP OF 15" RPC STORM LINE = 664.86'
SEPARATION = 2.14'
El FINAL GROUND ELEV. = 667.26'
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TOP OF 8" SEWER LINE = 656.23'
SEPARATION = 6.77'
El FINAL GROUND ELEV. = 667.91'
BOTTOM OF 8" PVC WATER MAIN = 664.24'
R LINE = 654.91'
SEPARATION = 9.33'
[i] FINAL GROUND ELEV. = 667.73'
BOTTOM OF 8" DIP WATER MAIN =664.12 '
RM LINE = 663.36'
SEPARATION = 0.76'
12+00 13+00
14+00
15+00
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El
FINAL GROUND ELEV. = 676.04'
BOTTOM OF 36" RCP STORM LINE = 660.28'
BOTTOM OF 8" DIP WATER MAIN = 673.04'
MARY TU
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R LINE = 654.86'
TOP OF 15" R
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PIN 55258569760000
-0
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El
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BOTTOM OF 8" PVC WATER MAIN = 651.22'
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SEPARATION = 2.0'
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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]
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19PulteGroup
REVISIONS
NO. DATE
1 09.07.2021 REVS PER AJHA IST REVIEW
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City of Concord
APPROVED:
Utilities ONLY
City Engineer
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
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2160.8 LF 8" PVC WATER 1-111
(MEASURED FROM TEE TO TEE) /
LOCATED 1' INSIDE OF (�D
SIDEWALK WITH 3' OF COVER
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
A,
AM.
EPulteGrolup
27+00
28+00
BUTTONBUSH DRIVE
29+00
DI
FINAL GROUND ELEV. = 654.89'
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FINAL GROUND ELEV. = 634.86'
BOTTOM OF 8" PVC WATER MAIN = 651.22'
BOTTOM OF 18" STORM LINE = 630.24'
TOP OF 15" RCP STORM LINE = 647.84'
TOP OF 8" SEWER LINE = 627.84'
SEPARATION = 3.38'
SEPARATION = 2.4'
El
FINAL GROUND ELEV. = 636.09'
El
FINAL GROUND ELEV. = 635.47'
BOTTOM OF 8" PVC WATER MAIN = 632.42'
BOTTOM OF 8" SEWER LINE = 626.34'
TOP OF 24' RPC STORM LINE = 627.81'
TOP OF 36" STORM LINE = 620.44'
SEPARATION = 4.61'
El
FINAL GROUND ELEV. = 634.88'
El
FINAL GROUND ELEV. = 638.09'
BOTTOM OF 15" STORM LINE = 630.76'
BOTTOM OF 8" PVC WATER MAIN = 634.43'
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TOP OF 8" SEWER LINE = 628.56'
R LINE = 626.12'
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SEPARATION = 2.2'
SEPARATION = 8.31'
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FINAL GROUND ELEV. = 637.25'
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BOTTOM OF 8" PVC WATER MAIN = 633.57'
III,
RM LINE = 626.12'
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SEPARATION = 7.45'
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CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
PLAN INFORMATION
PROJECT NO.
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=40'/1"=4'
DATE 06.08.2021
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1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN AND PROFILE
BUTTONBUSH DRIVE
STA. 23+00 THRU STA. 33+00
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3430 Toringdon Way
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Charlotte, NC 28277
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10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
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1 1 1
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN INFORMATION
PROJECT NO.
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=40'/1"=4'
DATE 06.08.2021
PLAN AND PROFILE
BUTTONBUSH DRIVE
STA. 33+00 THRU STA. 42+00
C580

7t
0
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630
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L POIN
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P
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600
600
42+00
43+00
44+00 45+00
46+00 47+00 48+00 49+00
50+00
51+00 52+00 53+00
53+85.05
BUTTONBUSH DRIVE
STORMWATER CONTROL
LLJ
D
"C"
M
MEASURE
50'x5' CONSTRUCTION
ESMT. (TYP.)
2' VALLEY CURB
. .................................. ........................... ....................................................
5' PU BLIP, UjI Ll,�TY
EASEMENT (tYP'.)
C B - 6 2 7
RIGHT -OF- (TYP'�
_0
LO
I PR PERTY BOUNDARY (TYP.)
GUTTER (T P.
)k
SSM
� 1 11 SSMHJMC9" J,
t _j Jlr-
5 ONCR
TEMPORARY
WITH CONCRETE
T-TURNAR LIND
WINGS
CB-
1 5' PLAN�,TN� STRIP
GUARDRAIL
�Q_ JB-603A
SSMH-109
Ln SSMH-110
CB-626 147+00 O� 0, 48+00 494+00 50+0
421.93 CEN I (TYP.)
-4 . ....... . .......
............... ................. . . . ........................ ........................
co 8" GV AT RP
0)
0
-
51+00
52+00 53+00 53+85.05
WILLIAM & JENELLE BRYANS
(3) END OF
ROADWAY
DB 10225, PG 310
z
CB-604
7
+�R_ Fj 9
MARKERS
CONNECTIVITY
W/ (1) STREET
SIGN
PIN 55256775660000
CB-605
FPUBLIC FIRE HYDRANT
2 CB-630
�O
BLOW -OFF ASSEMBLY PER
rnr qTANnARr
O�, PER CDC
DETAILS
5
STANDARD
8"x8"x8" TEE 3 1 x30 294.4 LF 8" PVC WATER MAIN
S OP SIGN (MEASURED FROM TEE TO BO)
I
bi
U_
MECHANICALLY
ENDCAP
RESTRAINED
3/4-INCH RESIDENTIAL WATER
SERVICE METER WITH CONTINUOUS
3/4-INCH K-COPPER PIPING CDC
STANDARD DETAILS (TYP.)
N, 1-11
SSMH-107
CB-620
60
"I'll, 111111117�,1111111111111pll
8" GV 6' E OF TEE ST P BAR LUUAIED 1' INSIDE OF
I (LOCATED OUTSIDE OF CB-629 - - N/11111 -1
I I I '�10_0 ­, -,"'I'll, SIDEWALK WITH 3' OF COVER
ACCESSIBLE RAMP) 5'" 35' SIGHT
ME TRI' NGLE (TYP.)
I D
M
LWj
8" GATE VALVE
4-INCH SCH40 PVC SEWER 11"
LATERAL PER CDC
STANDARD DETAILS (TYP.)
bQILDING SETBACK
PEASHRU EE SHEET C5.06
AVENUE
_0
LO
(TYR
WATER MAIN
1373.8 LF 8" PVC WATER MAIN
MH 06
(MEASURED FROM TEE TO TEE)
LOCATED 1' INSIDE OF
A
SIDEWALK WITH 3' OF COVER
CB-606
E6TTONBUSH
6
�v
"', -r j / .............................. DR,]V,E .............
�1'11�:1111 ..............
CB-619/ (50'PUBLIC R/W)
495.5 LF 8" PVC WATER MAIN
FINAL GROUND ELEV. 616. 28' r6 FINAL GROUND ELEV. 614.73'
(MEASURED FROM TEE TO TEE)
BOTTOM
OF 8" DIP SEWER LINE 611.97' BOTTOM OF 15" STORM LINE 610.51'
I . ......................... LOCATED 1' INSIDE OF
SIDEWALK WITH 3' OF COVER
TOP
SEPARATION
OF 30" RCP STORM LINE 610.78' TOP OF 8" SEWER LINE 608.51'
= 1.2' SEPARATION 2.0'
.......... .................
Ild
_'--_FyR_�SLD
r
FINAL GROUND ELEV. 616.45'
BOTTOM OF 8" PVC WATER MAIN 612.58' r7] FINAL GROUND ELEV. 617.24'
CAROUSEL
CONCRETE
.............................................. DRIVEWAY (TYP.)
PC=4' - - - "41"11111111 _11111111111111
BOTTOM OF 8" PVC WATER MAIN 614.31'
TOP OF 30" RCP STORM LINE = 610.09'
TOP OF 24" RCP STORM LINE = 611.76'
140.62
I
t
A
SEPARATION
= 2.49'
SEPARATION = 2.55'
CORRAL
DRIVE
(50'PUBLIC
R/W)
B 608
FINAL GROUND ELEV. = 616.74' F8 FINAL GROUND ELEV. = 617.23'
BOTTOM OF 8" DIP SEWER LINE 610.82' BOTTOM OF 15" STORM LINE = 612.52
r14
.......................... / .................. /
N,
TOP OF 30" RCP STORM LINE = 609.82' TOP OF 8" SEWER LINE = 606.71
0 JB-60 Id
co,
SEPARATION = 1.0' SEPARATION = 5.79
Town of Midland
U
H
1111111111111111
+_
SSM H -103
...........................................................................
CB-609 9 d",
FINAL GROUND ELEV. = 617.00' FINAL GROUND ELEV. 618.00'
BOTTOM OF 8" PVC WATER MAIN 613.33' BOTTOM OF 24" STORM LINE = 609.27'
APPROVED:
LU ................ .....
19-08'1,8-E
78
7
6 5
TOP OF 30" RCP STORM LINE = 609.88' TOP OF 8" SEWER LINE = 607.11'
SEPARATION = 3.45' SEPARATION = 2.16'
Roadway & Public Drainage ONLY
d" LOT LINE (TYP.)
FINAL
GROUND ELEV. = 613.99' F1_01 FINAL GROUND ELEV. = 621.19'
471.5 LF 8" PVC WATER MAIN
(MEASURED FROM TEE TO
STUB) LOCATED 1' INSIDE OF
SIDEWALK WITH 3' OF COVER
LU STOF ITA
LU
I
LF 8" AIN
PVC WATER M
(MEASURED FROM TEE TO
k,
�j I I TEE) LOCATED 1' INSIDE OF
BOTTOM OF 8" DIP SEWER LINE = 608.46' BOTTOM OF 15" STORM LINE = 615.97'
TOP OF 24" RCP STORM LINE 606.8' TOP OF 8" SEWER LINE = 610.64'
SEPARATION 1.66' SEPARATION = 5.33'
Town Engineer
City Concord
7w
8" GV AT RID
SIDEWALK WITH 3' OF COVER
FINAL GROUND ELEV. = 621.1 91
of
k7w
30"x3O"
4
BOTTOM OF 8" PVC WATER MAIN 610.41'
.0�
STOP SIGN
TOP OF 24" STORM LINE 607.91'
APPROVED:
35'x35'
SIGHT
L B-618
SEPARATION 2.50'
TRIANGLE (TYP.)
Utilities ONLY
CB-0112 00
0
GRAPHIC SCALE
20 40 80
. . ......................................... ............
City Engineer
1 inch 40 ft.
4
MEMM! IMMEN EN ML
SEE SHEET C5.02
FINAL DRAWING -
NOT RELEASED FOR CONSTRUCTION
''ll 11111k.Al ,A D,A. P��11111111111. 1111 S'",
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]
REVISIONS
NO. DATE
1 09.07.2021 REVS PER AJHA 1ST REVIEW
,\A C A Ro Z/
9
­0
'k
SEAL
�,�6788
Rz
/////f Ko� ......
\030
001 -0'7 - Z G-L I
\A CAR04 1%.
THE JOHN R.
McADAMS
E C9 2 -
/o -COMPANY, INC
-A
C-0293
%
P'0,
41
"',,,OF
WICKER PARK
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
a W-k 10 110 1.101 15A ITI r A I Lai 0
PROJECT NO. 2021210184
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 111=401/111=41
DATE 06.08.2021
PLAN AND PROFILE
BUTTONBUSH DRIVE
STA. 42+00 THRU STA. 53+85.05
C580

7t
0
0
bLO
Fil FINAL GROUND ELEV. = 669.89'
BOTTOM OF 18" STORM LINE = 664.65'
TOP OF 8" SEWER LINE = 659.78'
SEPARATION = 4.87'
r2] FINAL GROUND ELEV. = 668.00'
BOTTOM OF 8" SEWER LINE = 663.63'
TOP OF 18" STORM LINE = 661.63'
SEPARATION = 2.00'
r3] FINAL GROUND ELEV. = 668.12'
BOTTOM OF 8" PVC WATER MAIN = 666.71'
TOP OF 18" RCP STORM LINE = 664.44'
SEPARATION = 2.27'
E FINAL GROUND ELEV. = 670.94'
BOTTOM OF 18" RCP STORM LINE = 666.71'
TOP OF 8" PVC SEWER LINE = 658.92'
SEPARATION = 7.79'
r5] FINAL GROUND ELEV. = 670.94'
BOTTOM OF 8" DIP WATER MAIN = 667.1'
TOP OF 18" RCP STORM LINE = 666.68'
SEPARATION = 0.42'
r6_1 FINAL GROUND ELEV. = 679.1'
BOTTOM OF 8" PVC WATER MAIN = 676.10'
TOP OF 15" RCP STORM LINE = 670.21'
SEPARATION = 5.89'
r7] FINAL GROUND ELEV. = 676.04'
BOTTOM OF 8" DIP WATER MAIN = 673.04'
TOP OF 15" RCP SEWER LINE = 671.34'
SEPARATION = 1.7'
''ll 11111k.Al ,A
... ............
.................
.................
...........
.................
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OW PC I I____,__77
.................
.................
LOW PDINT EL = 1670. ? 1
PVI 1 +3 .00
669 85
HIGd
P,INT STA = 14+4 67
K 6
HIGH POINT STk ....... ...... 1 G+ 15.­0 .............
— —
— —
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LOW 1OIN­ S7, k� 1 z+
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................. .................
.23
—
— —
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—
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-----------------
dIGHj POINT E(EV �= 616.94,'
LOW POINT ELEV :6 669.96
PVI STA J= 1,4+4 .00
SfA10440 DO I
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RVI EL �85
................. ................. ................. — — — — — --
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1
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1
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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
12+00 13+00 14+00 15+00
GOOSEBERRY COURT
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CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
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CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
City of Concord
APPROVED:
Utilities ONLY
City Engineer
PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 111=401/111=41
DATE 06.08.2021
GRAPHIC SCALE
0 20 40 80
1 inch 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
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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]
STREET "All
REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEW
_ SEE SHEET CC,5.02
BUTTON BUSH
DRIVE s H,
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45
10+00
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WICKER PARK
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
�1 FINAL GROUND ELEV. = 629.90'
BOTTOM OF 8" DIP WATER MAIN = 626.3'
TOP OF 15" RCP STORM LINE = 624.3'
SEPARATION = 1.5'
2 =
FINAL GROUND ELEV. 629.76'
BOTTOM OF 15" STORM LINE = 623.01'
TOP OF 8" SEWER LINE = 620.81'
SEPARATION = 2.2'
4-INCH SCH40 PVC SEWER
LATERAL PER CDC STANDARD
a- ...., DETAILS (TYP.)
3/4-INCH RESIDENTIAL WATER
SERVICE METER WITH
CONTINUOUS 3/4-INCH
K-COPPER PIPING CDC
STANDARD DETAILS (TYP.)
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
City of Concord
APPROVED:
Utilities ONLY
City Engineer
-\ 110 1.101:l/A I Lai\.
PROJECT NO. 2021210184
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=40'/1"=4'
DATE 06. 08. 2021
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN AND PROFILE
PEASHRUB AVENUE
STA. 10+00 THRU STA. 16+00
C5e05

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0
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F1 I FINAL GROUND ELEV. = 625.55'
BOTTOM OF 15" RCP STORM LINE = 620.18'
TOP OF 8" PVC SEWER LINE = 617.44'
SEPARATION = 2.74'
r2] FINAL GROUND ELEV. = 616.28'
BOTTOM OF 8" DIP SEWER LINE = 611.97'
TOP OF 30" RCP STORM LINE = 610.78'
SEPARATION = 1.2'
r3] FINAL GROUND ELEV. = 616.45'
BOTTOM OF 8" PVC WATER MAIN = 612.58'
TOP OF 30" RCP STORM LINE = 610.09'
SEPARATION = 2.49'
F4] FINAL GROUND ELEV. = 617.00'
BOTTOM OF 8" PVC WATER MAIN = 613.33'
TOP OF 30" RCP STORM LINE = 609.88'
SEPARATION = 3.45'
r5] FINAL GROUND ELEV. = 616.74'
BOTTOM OF 8" DIP SEWER LINE = 610.82'
TOP OF 30" RCP STORM LINE = 609.82'
SEPARATION = 1.0'
Town of Midland
APPROVED:
Roadway & Public Drainage ONLY
Town Engineer
City of Concord
APPROVED:
Utilities ONLY
City Engineer
,A
640
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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
83
PEASHR B
'E U
. .. ......... 1AV N .. . . ... . . . . . . . . . .......
2' VALLEY CURB &
r-n 1-ftPP (TYP 1 17+00
(i:g)
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
A,
AM.
EPulteGrolup
DRIV WAY'(tYp.:
Ln
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f , " f I "" 'I, I
PUBLIC FIRE HYDRANT I
ER CDC STANDARD
ETAILS -CB-6,, 4
18+00 SMH-1 12---,�,- 19+00
cur
RIGHT-OF-WAY YP.),
(T
'�5' PUBLIC UTILITY
�EASEMENT (TY
(�D
REVISIONS
NO. DATE
1 09.07.2021 REVS PER AJHA 1ST REVIEW
PEASHRUB AVENUE
LOT LINE (TYP.)
4-INCH SCH40 PVC SEWER
LATERAL PER CDC
STANDARD DETAILS (TYP.)
3/4-INCH RESIDENTIAL WATER
SERVICE METER WITH
CONTINUOUS 3/4-INCH
K-COPPER PIPING CDC
STANDARD DETAILS (TYP.)
f" CB-633
fj
Q:§�)
�,O+00
940.00'
Q:§�)
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940.00'
(:�D
1373.8 LF 8" PVC WATER MAIN
(MEASURED FROM TEE TO TEE)
.......... ... .............. . ...... . .... ..........
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'If 1 1,
EASEMENT (TYP.)
LOCATED 1' INSIDE OF
SIDEWALK WITH 3' OF COVER
RIGH T-OF-WAY (TY11.)
LL
SSMH-111
21+00 ?2+00
\A CARo
C A R 04
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THE JOHN R.
SEAL
j McADAMS
Q 788
46
*.COMF )ANY INC
N'E: Rz
% C - 0 2 93
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OF A10
CB-631
495.5 LF 8" PVC WATER MAIN SEE SHEET C5.03
(MEASURED FROM TEE TO TEE)
LOCATED 1' INSIDE OF
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................ --- — -------- . ........
I 35'x35' SIGHT
RIANGLE (TYP.)
..................
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PER COCSTANDARD ACCESSIBLE RAMP)
DETAILS ...........
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7 f .......................... /I ...........
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8" G AT RP ,'-BUTTONBUSH
WICKER PARK
294.4 LF 8" PVC WATER MAIN
(MEASURED FROM TEE TO BO)
LOCATED 1' INSIDE OF
SIDEWALK WITH 3' OF COVER
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
........................ �5,0! P,U-BLIC- R/W)
/4
SEE SHEET C5.03
PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 111=401/111=41
DATE 06.08.2021
GRAPHIC SCALE
0 20 40 80
1 inch 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
PEASHRUB AVENUE
STA. 16+00 THRU STA. 24+54.16
C5e06

640 640
3
�1 FINAL GROUND ELEV. = 617.23'
BOTTOM OF 15" STORM LINE = 612.52
TOP OF 8" SEWER LINE = 606.71
SEPARATION = 5.79
�2 FINAL GROUND ELEV. = 618.00'
BOTTOM OF 24" STORM LINE = 609.27'
TOP OF 8" SEWER LINE = 607.11'
SEPARATION = 2.16'
❑3 FINAL GROUND ELEV. = 621.19'
BOTTOM OF 15" STORM LINE = 615.97'
TOP OF 8" SEWER LINE = 610.64'
SEPARATION = 5.33'
❑4 FINAL GROUND ELEV. = 617.48'
BOTTOM OF 8" PVC WATER MAIN = 613.81'
TOP OF 8" PVC SEWER LINE = 606.16'
SEPARATION = 7.65
�5 FINAL GROUND ELEV. = 617.24'
BOTTOM OF 8" PVC WATER MAIN = 614.31'
TOP OF 24" RCP STORM LINE = 611.76'
SEPARATION = 2.55'
�6 FINAL GROUND ELEV. = 619.81'
BOTTOM OF 8" PVC WATER MAIN = 619.81'
TOP OF 15" RCP STORM LINE = 616.95'
SEPARATION = 2.86'
'J
pl pl,P��11111111111. S
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
EX. CATCH BASIN
T/C=620.93
INV IN=615.00
INV OUT=614.90
EX. WATER MAIN--,
e—l—" EX. GATE VALVE
EX. WATER MAIN
t i I t f
i t
i t i f
t � �
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8"x8" TAPPING SLEEVE
AND VALVE
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
10+00 1 1 +00 12+00 13+00 13+69.48
CAROUSEL CORRAL DRIVE
❑e
PROPERTY BOUNDARY (TYP.)
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�MEOWNERS
o�
CIATION INC,
76, PG 38
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255676660000
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1
SEE SHEET
C5.03
BUTTONBUSH
�
I �
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-
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58i!................................................ LOT LINE (TYP.)
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Town of Midland
STOP BAR
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6
/ ;
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ry INV IN=616.00 CEDARVALE FARM % �� 30"x30" jI
t ;� INV OUT,-616.00 HOMEOWNERS j STOP SIGN I 3
I t� _� ! - - - - - - - — Roadway & Public Drainage ONLY
CAROUSEL
r ASSOCIATION INC, FES-61 1 / RIGHT—OF—WAY (TYP.) !, _
l i 8" GV AT RP PB 76, PG 38 %-Q / 618 78.3 LF 8 PVC WATER AI
i ! CORRAL DN)i
VE
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PAIN 55255676660000 PUBLIC 5' PUBLIC UTILITY Dili J,aiii,i.�,
! MEASURED FROM TEEETOM
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I>>
7----- ������ �� ---,�� SIDEWALK WITH 3' OF COVER
I (TYP.)
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EX. BUILDING 471.5 LF 8" PVC WATER MAIN SEE SHEET C5.03
EX. BACKFLOW (MEASURED FROM TEE TO City of Concord
PREVENTOR STUB) LOCATED 1' INSIDE OF
SIDEWALK WITH 3' OF COVER
APPROVED:
Utilities ONLY
REVISIONS
NO. DATE
1 09. 07. 2021 REVS PER AJHA 1ST REVIEW
,N CARp ,�
��.�` N CAR04 "l
�9
r THE JOHN R.
SEAL
McADAMS z
= 788
= ;COMPANY, INC. =
%1111110 �'
I IN Q� .
•.. .••'��
dq-67-?0t%
WICKER PARK
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
City Engineer
-\ 110 1.101il►/_ I Lai\.
PROJECT NO. 2021210184
FILENAME 2021210184-PI-Road.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 1"=40'/1"=4'
DATE 06. 08. 2021
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
CAROUSEL CORRAL DRIVE
STA. 10+00 THRU STA. 13+69.48
C5e07

D,A. 1111 S"
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
An
EX. SSMH-100 — SSMH-103
630
630
0+00 1+00 2+00 3+00 4+00 4+72.43
EX. WATER VALVE
EX. 8" WATER MAIN
EX. 8" 11111111,11,11111II]IR MAIN
. . . . . . . . . .. . . . ..
EXISTING MANHOLE TROUGH
IS TO BE RESHAPED TO
DIRECT THE FLOW TO THE
EXISTING SEWER OUTLET
....... .........
. . . . . . .
JEX. CATCH BASIN
1EX. 24" RCP[-
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
EX, SSMH-100 — SSMH-103
EX. BFP
... ........
EX.
........ .. t"
ell,
V
mee
EX. 24" RCP
EX. CATCH BASIN (TYP.)
1+00
—t� �.SSMH�-100
EX FENCEE
..... .... ...
. ..... . . . /-
EX. HVAC UNIT SEE SHEET C5.10
... ... .. ... .... ... ... ..
EX. YARD INLET
LOT LINE (TYP.)
7.................................�CB-619
EX. ICV CAROUSE
CORRAL DR
(50' PUBLIC R/'
EX. BUILDING
REVISIONS
NO. DATE
1 09.07.2021 REVS PER AJHA 1ST REVIEW
I i 1,
RIGHT-OF-WAY
(TYP.)
g�
CATCH BASIN
L .. . ......... 101)
(T
47
- - - . . .... ...... .......
2+oO
MH-101 75-2-
JB-607
3+00 1
all ss
4+00
CB-61 0 8" SS CB-60
SSMH-102
- - — - - ---- -- -- -- ---- "I'll�'I'� .. . . . . .......... ............ "JI j � 7"', - 11 1 1 - I- z 0 1 4+
!20' .43
...............
20' P VATE STORM
�7—
DRAIN GEE7EMEN.
...........
... . . . . . ... . . . . .
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eeee,---- — - - - — --- -- -- -- -- -- -- -- - YP.) eee,�Z'1111-
..... .. .... .. .. ..
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TY/BOUNDARY (TYP.) eeee
.. ... . .
CARP \\A 4
q. .........
'k
SEAL
6 '788 z
4�Q
N
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\N
-07-W-Z
\A C A R 04
.0
THE JOHN R.
McADAMS
-COMPANY, INC..-' 2 E
C-0293
\C).
OF AQ
SEE SHEET C5.09
-BUTTONBUSH
RCP r"\ 11711 1 % 1 r-
SCH 40PVC SEWER
LATERAL PER CDC
STANDARD DETAILS
(TYP)
3/4- INCH RESIDENTIAL WATER
SERVICE METER PER CDC
STANDARD DETAILS (TYP.)
--,- ... .. .. .... .. ... . . . ..... ---65
-
-CB-61-8--
/11 ................
8" PVC WATER MAIN
WICKER PARK
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
City of Concord
APPROVED:
Utilities ONLY
City Engineer
a W-k 10 110 1.101 1"1 ITI r A I Lai 0
PROJECT NO. 2021210184
FILENAME 2021210184-P2-SS.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 111=401/111=41
DATE 06.08.2021
Z
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN AND PROFILE
SS O/F "100", EX. SSMH-100 THRU SSMH-103
C5.08

SSMH-103 - SSMH-105
City of Concord
APPROVED:
Utilities ONLY
City Engineer
'J
3-
. .. . . . .
�////////////// .....................
Ll
I RIGHT- -OF'—WAYI
0 8" PVC WATER MAIN]
r.q CLAS51 IV RCP '(TYP.
CB 618
ILL
LI
U. .... . ............. I ....... .... 7 ......... 7�7
/J.
LU
LU 4+7 43 Ili
5,t00 6+o(
24�"
O
RQQ
LU AUX:::SA ii is ii„i
LU
JB-607
CB-612
j'—CB - 608
CAROUSEL V)
CORRAL DRIVE ............................ 1 1- 1- f ..................................................... ............................ . .....
(50'PUBLIC R/W) SEE SHEET C5.08
57
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
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11121 CARMEL COMMONS BLVD, SUITE 450
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PLAN INFORMATION
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FILENAME 2021210184-P2-SS.dwg
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3430 Toringdon Way
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license number: C-0293, C-187
www.mcadamsco.com
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(TYP.) 1AVENUE
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12+00
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......... ........... ........................ ......... 1'( . ... . .... r
29
.. ................. // A ............ �,/ ............ I
..............
CLIENT
PULTE GROUP - MATT KEARNS
11121 CARMEL COMMONS BLVD, SUITE 450
CHARLOTTE, NC 28226
PHONE: [phone]
tPulteGrolup
20' PRIVATE STORM
DRAINAGE
EASEMENT
�Ul DING PAD
(TYP.)
DRIVEWA
YP
. ... ......... ( - — ----------
j L
77-
. ... ... ... ...
I ISSMH-111
13+00 CB- 31 14+00
',1-7 �9'
... ....... .
PUBLIC FIRE HYDRANT PE
............
CDC STANDARD D
D 3 92 91
REVISIONS
NO. DATE
1 09.07.2021 REVS PER AJHA 1ST REVIEW
SSMH-109 - SSMH-113
(10-7)
C10_8� C10-9) O]D O]D C11 4-)
8"
20' PRIVATE
GT
TORM DRAINA
EASEMENTG
15+00 CB-633 QL� 16-""
CB 634--__
A)
'THE JOHN R.
SEAL
McADAM S
Q46788
AN INC.. 0
COMP Y J i_
C-0293
�Ts
A \N(3�"",\
////,11*1 1 00\
09 -o7-7-07-(
OF A 0
3/4- INCH RESIDENTIAL WATER
SERVICE METER PER CDC
STANDARD DETAILS (TYP.) SCH 40 PVC SEWER
....................... I"N
///////// . ..................... /, .......... I L—,////(//////// . . . . . . . . . . . . . . . . . . ................ LATERAL PER CDC
STANDARD DETAILS
OT L E (TYPj
4L - r-4
L
Lri
7 7,7,/,7 ".J..", . . . ... U
ssm� 17+00 1 840(� 19+00 CB-636 191,
8" SS
15" RCP- Uj
. ...... ............ ................... . . . . ...... CB-637
d, . . . . . . ..............
H BASIF-�� Uj
4-
Uj
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PUBLIC FIRE HYDRANT PER�
CDC STANDARD DETAILS 8" PVC WAT
. ........... �1_1_// ........... "', .......... /// ............ //",- ......................................
...................................................
SI�ORI ��R I VA TE
�4 RAINAG
�E�S�MENT .. . ...... .. . .
WICKER PARK
CONSTRUCTION DRAWINGS
10714 FLOWES STORE ROAD
TOWN OF MIDLAND, NORTH CAROLINA, 28107
PLAN INFORMATION
PROJECT NO. 2021210184
FILENAME 2021210184-P2-SS.dwg
CHECKED BY SAW
DRAWN BY SAW
SCALE 111=401/111=41
DATE 06.08.2021
GRAPHIC SCALE
0 20 40 80
1 inch 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
SS O/F "100", SSMH-109 THRU SSMH-113
C5811