2017_10_26 Reafield 2nd Submittal Plans

REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Reafield Cover Sheet 9927 Rea Road, Union County, North CarolinaHJTUDP05.16.2017C-1.0MPV PropertiesGeorge Macon 2400 South Blvd. Suite 300Charlotte, NC 282031"=40'16-115SHEET INDEX
C-1.0 COVER SHEET
C-2.0 EXISTING CONDITIONS
C-3.0 SITE PLAN
C-3.1 PAVING PLAN
C-4.0 GRADING PLAN
C-4.1 DETAIL GRADING PLAN
C-4.2 STORM DRAINAGE PLAN
C-4.3 BMP PLAN & DETAILS
C-4.4 DRAINAGE AREA MAP
C-5.0 UTILITY PLAN
C-5.1 UTILITY PLAN & PROFILE
C-6.0 EROSION CONTROL PLAN - DEMOLITION PLAN
C-6.1 EROSION CONTROL PLAN - PHASE II
C-7.0 SITE DETAILS & SPECIFICATIONS
C-7.1 SITE DETAILS & SPECIFICATIONS
C-7.2 SITE DETAILS & SPECIFICATIONS
C-7.3 SITE DETAILS & SPECIFICATIONS
C-7.4 SITE DETAILS & SPECIFICATIONS
C-7.5 SITE DETAILS & SPECIFICATIONS
C-7.6 SITE DETAILS & SPECIFICATIONS
C-7.7 SITE DETAILS & SPECIFICATIONS
C-8.0 TURNING MOVEMENT
=======================================
LS-1.0 LANDSCAPE PLAN
LS-2.0 LANDSCAPE DETAILS
=======================================
RD-1.0 ROAD IMPROVEMENTS & STRIPING PLAN
RD-2.0 TRAFFIC CONTROL &
ROADWAY IMPROVEMENT DETAILS
Reafield
9927 Rea Road, Union County, North Carolina
VICINITY MAP CONTACT INFORMATION
OWNER/DEVELOPER:
REAFIELD, LLC
CONTACT:GEORGE MACON
ADDRESS: 2400 SOUTH BOULEVARD, SUITE 300
CHARLOTTE, NC 28203
PHONE: [phone]
EMAIL: [e-mail]
TAX PARCEL #: 06-201-007A
ARCHITECT:
ROBERT JOHNSON ARCHITECTS
CONTACT: CHRISTINA JAGOE
ADDRESS: 1808 W. MOREHEAD STREET
CHARLOTTE, NC 28208
PHONE: [phone]
EMAIL: [e-mail]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1318-E6 CENTRAL AVENUE
CHARLOTTE, NC 28205
PHONE: [phone] FAX: [phone]
EMAIL: [e-mail]
GENERAL NOTES:108.22.17udpPER NCDEQ COMMENTS209.05.17udpREVISE ROAD IMPROVEMENTS310.26.17udpPER NCDEQ & UNION CO. COMMENTS10.26.17
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Existing Conditions

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-2.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=40'
16-115 EXISTING CONDITIONS NOTES:3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-3.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=30'
16-115 DEVELOPMENT SUMMARYTAX PARCEL ID #:06-201-007ASITE AREA:PROPOSED LOT 1: PROPOSED LOT 2: PROPOSED LOT 3: PROPOSED LOT 4: TOTAL (PID 06-201-007A): 8.68 ACEXISTING ZONING:PUD6-B2SETBACKS:FRONT: 25'SIDE: 15'REAR: 25'BUILDING HEIGHT: 35' MAXPROPOSED USE:BUILDING 1:18,000 SFOFFICE: 15,000 SFRESTAURANT: 3,000 SFBUILDING 2: RETAIL9,600 SFBUILDING 3: RETAIL4,100 SFVEHICULAR PARKING:REQUIRED:BUILDING 1: OFFICE: 50 SPACES (1 PER 300 SF) RESTAURANT:30 SPACES (1 PER 100 SF)BUILDING 2: RETAIL24 SPACES (1 PER 400 SF)BUIDLING 3: RETAIL 11 SPACES (1 PER 400 SF)TOTAL: 115 SPACESPROPOSED:STANDARD122COMPACT:28 (19.4% OF TOTAL)ACCESSIBLE6 (3 VAN)TOTAL156 SPACESFEMA FLOOD INSURANCE RATE MAP:MAP/PANEL #: 3710445600L / 4456NOTES:INSET A: BUILDING 1 & 2 ACCESSIBLE PARKINGINSET B: BUILDING 3 ACCESSIBLE PARKING3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS 2.71 AC1.82 AC0.90 AC3.25 AC10.26.17
REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Reafield Paving Plan 9927 Rea Road, Union County, North CarolinaHJTUDP05.16.2017C-3.1MPV PropertiesGeorge Macon 2400 South Blvd. Suite 300Charlotte, NC 282031"= 0'16-115310.26.17udpPER NCDEQ & UNION CO. COMMENTSPAVING LEGEND
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
PERVIOUS PAVEMENT
HEAVY DUTY CONCRETE
LIGHT DUTY CONCRETE
LIGHT DUTY CONCRETE WITH
STANDARD 1.5' CURB & GUTTER
1.5' FLUSH CURB
1.5' SPILL CURB
TYPICAL CURB TRANSITION
(UNLESS OTHERWISE NOTED ON SITE PLAN)
WITH SCORING PATTERN
210.26.17
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Grading Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-4.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=30'
16-115 POST CONSTRUCTION SUMMARYTAX PARCEL NUMBER:06-201-007AEXISTING ZONING:PUD6-B2PROPOSED USE:RETAIL SPACE: 13,700 SFOFFICE SPACE: 15,000 SFRESTAURANT SPACE: 3,000 SFFUTURE: 4,600 SFSITE AREA:8.68 ACDRAINAGE AREA:4.29 ACEXISTING IMPERVIOUS:2,315 SFEXISTING BUILT-UPON AREA:1.2%PROPOSED IMPERVIOUS:PROPOSEDFUTUREBUILDING:22,200 SF4,600 SFASPHALT:60,938 SF36,819 SFCONCRETE:14,050 SF886 SFTOTAL: 97,188 SF42,305 SF135,688 SF3.11 ACPROPOSED BUILT-UPON-AREA:73%(BASED ON 8.55 AC DRAINAGE AREA)DENSITY:HIGHDEVELOPMENT OR REDEVELOPMENT:DEVELOPMENTGRADING & STORM DRAINAGE NOTES:SEE SHEET C-4.1FOR INSET A & BI
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
INSET A
INSET B10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Detail Grading Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-4.1
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=10'
16-115 INSET A: BUILDING 1 & 2 ACCESSIBLE PARKINGINSET B: BUILDING 3 ACCESSIBLE PARKINGREFER TO SHEET C-4.0FOR INSET LOATIONS3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
L36REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Storm Drainage Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-4.2
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=30'
16-115 INSET BINSET ASEE SHEET C-4.0 FORGRADING & STORMDRAINAGE NOTES3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

BMP Plan & Details

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-4.3
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
as shown
16-115 PLAN VIEW: DETENTION PONDOUTLET STRUCTURE PLANGRATING DETAILOUTLET STRUCTURESCALE: 1"=2'CROSS SECTION: DETENTION PONDSCALE: 1"=20'SAND FILTER / DETENTION POND SUMMARYSURFACE AREA:20,122 SF (AT TOP)0.462 ACSITE AREA: 8.68 ACDRAINAGE AREA:4.29 ACDENUDED AREA:4.76 ACLAND USE/DEVELOPMENT TYPE:RETAIL & OFFICEVEGETATION TYPE:GRASSED/PLANTEDPROPOSED IMPERVIOUS AREA:135,688 SFPERCENT BUILT-UPON-AREA:73%MAXIMUM DEPTH:4.5 FEETFOREBAY PRESENT:YESFLOW DIVERTERS PRESENT:NONC STATE PLANE X (EASTING):1,459,736.47NC STATE PLANE Y (NORTHING):465,621.85CONSTRUCTION SPECIFICATIONS:SCALE: NTSSCALE: NTSSCALE: NTS3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
L36REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Drainage Area Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-4.4
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=30'
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESSUMMARY OF WATER MAINSSIZE & TYPELENGTHNO. OF FIRE HYDRANTS:ESTIMATED WATER FLOWS:NO. OF DOMESTIC METERS:NO. OF IRRIGATION METERS:VICINITY MAPSEE SHEET C-5.1 FOR ALLUTILITY NOTES AND SANITARYSEWER PLAN & PROFILEWATER LINE DETAILSCALE: 1"=10'NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Utility Plan
Water & Sanitary Sewer Distribution
9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-5.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1" = 30'
16-115 SUMMARY OF SEWER MAINSLENGTHESTIMATED SEWER FLOWS:SIZENO. OF MANHOLES:3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Utility Plan & Profile
Utility Notes & Details
9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-5.1
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1"=40'(H) 1"=4'(V)
16-115 TESTING & INSPECTION NOTES:UTILITY NOTES:LIGHT POLEPEDESTRIAN & PARKING LOTOPEN TRADITIONAL LED FIXTURE50 WATT LED12' MOUNTING HEIGHTCOLOR: BLACK OR GREENPOLE STYLE 'A'ROUND, SMOOTH, TAPERED SHAFTANCHOR-BASED OR DIRECT BURIEDCOLOR: BRONZE, BLACK, GRAY OR GREENMATERIAL: FIBERGLASS OR ALUMINUM3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Reafield Erosion Control Plan - Phase 1Demolition Plan9927 Rea Road, Union County, North CarolinaHJTUDP05.16.2017C-6.0MPV PropertiesGeorge Macon 2400 South Blvd. Suite 300Charlotte, NC 282031"=30'16-115EROSION CONTROL NOTES:
EROSION CONTROL LEGEND:
MAINTENANCE PLAN:
SEE SHEET C-6.1
FOR CONSTRUCTION
SCHEDULE 108.22.17udpPER NCDEQ COMMENTS209.05.17udpREVISE ROAD IMPROVEMENTS310.26.17udpPER NCDEQ & UNION CO. COMMENTS10.26.17
L36
REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Reafield Erosion Control PlanPhase 29927 Rea Road, Union County, North CarolinaHJTUDP05.16.2017C-6.1MPV PropertiesGeorge Macon 2400 South Blvd. Suite 300Charlotte, NC 282031"=30'16-115CONSTRUCTION SCHEDULE:
EROSION CONTROL LEGEND:
SEE SHEET C-6.0
FOR EROSION
CONTROL NOTES
108.22.17udpPER NCDEQ COMMENTS209.05.17udpREVISE ROAD IMPROVEMENTS310.26.17udpPER NCDEQ & UNION CO. COMMENTS10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115 CURB & GUTTERTRANSITIONSCALE: NTSPAVING CROSS SECTIONSSCALE: NTSSCALE: NTSACCESSIBLE RAMPNCDOT: 848.05CONCRETE FLUMESCALE: NTS3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.1
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115 SUPPLEMENTAL ACCESSIBLE SIGNAGESCALE: NTSACCESSIBLE PARKING & SIGNAGE STANDARDSSCALE: NTSSINGLE DUMPSTER PAD & GATE DETAILSCALE: NTSDUMPSTER ENCLOSURE WALLSSCALE: NTSSECTION THROUGHDUMPSTER WALLDUMPSTER WALL SECTION& ELEVATION(USED BEHIND DUMPSTER)3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Detials & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.2
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115CATCH BASINSCALE: NTSNCDOT: 840.02SCALE: NTSPIPE INSTALLATIONNCDOT: 300.013 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.3
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.4
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications
9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.5
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
NTS
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
SEEDING SCHEDULENCDEQ STABILIZATION CHARTCONCRETE WASHOUTSCALE: NTSCATCH BASIN INLET PROTECTIONSCALE: NTSNCDEQ: 6.06SECTIONINSTALLATIONSCALE: NTSANTI-SEEP COLLARNCDOT: 840.72SCALE: NTSRIP RAP AT PIPE OUTFALLSNCDOT: 876.02SCALE: NTSFLARED END SECTION12" THROUGH 72" PIPE1 08.22.17 udp PER NCDEQ COMMENTS
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.6
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
CONSTRUCTION SPECIFICATIONS:1.PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON THE PLAN.2.SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.3.HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6 INCHES.4.ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH,AND 3:1 SIDE SLOPES.5.ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.6.ENSURE THAT ALL FILL MATERIAL IS WELL-COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITHGROMMETS OR STAKES SPACED NO MORE THAN 10 FEET APART.7.EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.8.MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FEET ABOVE THE TOP OF THE PIPE AT EVERY POINT.9.IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.MAINTENANCE:INSPECT THE SLOPE DRAIN AND SUPPORTINGDIVERSION AFTER EVERY RAINFALL, ANDPROMPTLY MAKE NECESSARY REPAIRS. WHEN THEPROTECTED AREA HAS BEEN PERMANENTLYSTABILIZED, TEMPORARY MEASURES MAY BEREMOVED, MATERIALS DISPOSED OF PROPERLY,AND ALL DISTURBED AREAS STABILIZEDAPPROPRIATELY. TEMPORARY SLOPE DRAINSCALE: NTSNCDEQ: 6.32CHECK DAMSCALE: NTSNCDEQ: 6.83CONSTRUCTION SPECIFICATIONS:1.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS,AND OTHER OBJECTIONABLE MATERIAL.2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETSALL DESIGN REQUIREMENTS.3.ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINTTHAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.4.PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMITMACHINE REGRADING AND CLEANOUT.5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESSIT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.MAINTENANCE:INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THEDIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS ASNEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVETHE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVELAND APPROPRIATELY STABILIZE IT.TEMPORARY DIVERSIONSCALE: NTSNCDEQ: 6.20CONSTRUCTION SPECIFICATIONS:1.PLACE STONE TO THE LINES AND DIMENSIONS SHOULD IN THE PLAN ON A FILTER FABRIC FOUNDATION.2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.3.EXTEND STONE ATLEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.4.SET SPACING BETWEEN THE DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOEELEVATION OF THE UPPER DAM.5.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TODAMAGE OR BLOCKAGE FROM DISPLACED STONES.MAINTENANCE:INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THECHANNEL WHEN NEEDED.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGESOF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURESCAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOWTHE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVERTHE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.CONSTRUCTION SPECIFICATIONS:1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLEMATERIAL AND PROPERLY GRADE IT.2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONSSUBJECT TO SEEPAGE OR HIGH WATER TABLE.MAINTENANCE:MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIREPERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT ASNECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALSSPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.TEMPORARY GRAVELCONSTRUCTION ENTRANCESCALE: NTSNCDEQ: 6.06POROUS BAFFLESSCALE: NTSNCDEQ: 6.65MAINTENANCE:INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINAND TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLESEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.SKIMMER BASINSCALE: NTSNCDEQ: 6.64SKIMMERSCALE: NTSNCDEQ: 6.64NOTE:SEE SECTION 6.64 OF THE NORTH CAROLINAEROSION AND SEDIMENT CONTROL PLANNING ANDDESIGN MANUAL FOR CONSTRUCTION,INSTALLATION, AND MAINTENANCE SPECIFICATIONSFOR SKIMMER BASIN.SEDIMENT FENCESCALE: NTSNCDEQ: 6.62MAINTENANCE:INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIREDREPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINAND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURINGCLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE ANDSTABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.INSTALLATION SPECIFICATIONS:1.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.2.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.3.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORTTHE FABRIC FROM UPSTREAM WATER PRESSURE.4.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.5.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREESTHROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLEWHEN TIGHTENED TO PREVENT SAGGING.6.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH THREE TIES.7.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.8.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.9.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONTWHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THENEACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.1 08.22.17 udp PER NCDEQ COMMENTS
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Site Details & Specifications

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-7.7
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Turning Movement

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
C-8.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
1" = 30'
16-115DETAIL: SU-30 (MEDIUM TRUCK) TEMPLATE3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
L36REA ROAD EXTENSION (S.R. #1316)NCDOT PROJECT 9.8100352 U-2506PUBLIC R/W WIDTH VARIESBND3IGL4IGL14UPB6QPH6UPB4BND3CCA6LCR7IGL9LCR6IGL12LCR6IGL15LCR9QPH13LJA77IVS10LCR6IVS10IVS10LCR6IVS10LCR6LCR6IVS10LCR6LCR6GENERAL LANDSCAPE NOTES:LANDSCAPE REQUIREMENTS:TREESCODEQTYBOTANICAL NAME / COMMON NAMECONTCALSIZEREMARKS BND6BETULA NIGRA `DURAHEAT` / DURAHEAT RIVER BIRCHB & B2.5"CAL8` HTSPECIMEN, 3-4 CANES CCA6CERCIS CANADENSIS / EASTERN REDBUDB & B2"CAL8`-10` HTSTRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN QPH19QUERCUS PHELLOS / WILLOW OAKB & B2.5"CAL8` HTSTRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN UPB10ULMUS PARVIFOLIA `BOSQUE` / BOSQUE ELMB & B2.5"CAL8` HTSTRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWNSHRUBSCODEQTYBOTANICAL NAME / COMMON NAMECONTMIN HEIGHTMIN WIDTHSPACINGREMARKS IGL63ILEX GLABRA / IKBERRY5 GAL24"24"+/- 5` OCFULL, HEALTHY FOLIAGE IVS50ILEX VOMITORIA `SCHILLINGS` / SCHILLINGS HOLLY3 GAL24"24" MIN+/- 3` OCFULL, ADJUST SPACING PER PLANS LJA77LIGUSTRUM JAPONICUM / JAPANESE PRIVET7 GAL24"36" MINAS SHOWNFULL, HEALTHY FOLIAGE LCR64LOROPETALUM CHINENSE RUBRUM `RUBY` / LOROPETALUM3 GAL24"24"+/- 5` OCFULL, HEALTHY FOLIAGEPLANT SCHEDULENO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Landscape Plan

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
LS-1.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
Value
16-115
3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Landscape Details

9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
LS-2.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
Value
16-115 ‐TREE PLANTING FORSINGLE AND MULTI-STEM TREESSCALE: NTSSHRUB BEDSCALE: NTS3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17
REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
REA ROAD EXTENSION (S.R. #1316)
NCDOT PROJECT 9.8100352 U-2506
PUBLIC R/W WIDTH VARIES
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Reafield Rea RoadRoad Improvement & Striping Plan9927 Rea Road, Union County, North CarolinaHJTUDP05.16.2017RD-1.0MPV PropertiesGeorge Macon 2400 South Blvd. Suite 300Charlotte, NC 282031"=30'16-115REFER TO SHEET C-6.0 FOR
ROAD STRIPING AND CURB
AND GUTTER REMOVAL.
ROADWAY IMPROVEMENTS
STRIPING PLAN 310.26.17udpPER NCDEQ & UNION CO. COMMENTS10.26.17
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Reafield

Traffic Control &
Roadway Improvement Details
9927 Rea Road, Union County, North Carolina
HJT
UDP
05.16.2017
RD-2.0
MPV Properties
George Macon

2400 South Blvd. Suite 300
Charlotte, NC 28203
nts
16-115 TYPICAL FULL DEPTHPAVEMENT SECTION3 10.26.17 udp PER NCDEQ & UNION CO. COMMENTS
10.26.17