SW3200401_17031-PH2 CD Binder 6-12-2020_20200612

GREENWOOD DRIVE(50' ROW)POPLAR RIDGE DRIVE(50' ROW)EMERGENCY ACCESS

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EXISTING PHASE 1
PHASE 2
1617187879807475765420212223252627282930313858575655910111213141511211411511611711810110210310410510610710810990919293949596979899100818283848586878889776768697071727346474849515340414243444519243233343536373964636261605981234567119120121122123124125126127128129130131132133134135138145152153154155156157158159160162167168169170173174175176177178179180181182183189190195196197198199200201202203204205206207208232235236237238239240243244245246247248249230229228227220219218217216215214213212211210209COSCOSCOSCOSCOSCOSCOSCOSCOS11311111066655230' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREA
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)RUBY PEBBLE STREET(50' ROW)250141142143146144147148140150151139149165166163172164161185188191192193194186187171184136137234233RED HOLLY ROAD(50' ROW)241242231221222223224225226PHASE 2EXISTING PHASE 1COSCOS30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER
COSCOSCOSEX. WETLANDEX. WETLANDTO REMAINUNDISTURBEDEX. WETLANDTO REMAINUNDISTURBEDEX. WETLANDTO REMAINEX. WETLAND TO REMAINEX. WETLANDTO REMAINEX. WETLANDTO REMAINUNDISTURBEDEX. WETLANDTO REMAINUNDISTURBED20001004001" = 100'2L-1COVER SHEET1PLAN NOTESNORTH
VICINITY MAP - NTSDEVELOPMENT DATAPARCEL #404 138, 404 001EXISTING ZONING PUD (CUD), I-1FEMA FLOOD PANEL MAP #371056 6700J(DATED 6-16-2009)TOTAL SITE AREA ± 108.8 AC.ROW TO BE DEDICATED± 0.10 AC.NET SITE AREA± 108.7 AC.PROPOSED AREA WITHIN ROW± 6.8 AC.PROPOSED USES: SINGLE-FAMILY (SF)MULTI-FAMILY (MF)COMMERCIAL (COM)DENSITYSINGLE-FAMILYPROPOSED SITE ACREAGE99.9 AC.MAXIMUM ALLOWABLE UNITS**250 UNITSPROPOSED UNITS250 UNITS**DENSITY NOTE: MAXIMUM ALLOWABLE UNITS IS TAKEN FROMPUD REZONING PLAN DATED 10-29-07)SINGLE FAMILY LOT PHASINGPHASE 1118 LOTSPHASE 2132 LOTSCOMMON OPEN SPACE (COS)COS REQUIRED15% OF SITE (16.29 AC.)MIN. COS PROVIDED35.8% OF SITE (38.9 AC.)PHASE 2 ROAD LENGTH DATAWINDING CREEK RD±1,994 LFCREEKRUN DR±1,085 LFGREENWOOD DR± 545 LFPOPULAR RIDGE DR± 556 LFRED HOLLY DR± 737 LFRUBY PEBBLE ST± 433 LFPUD DIMENSIONAL REQUIREMENTSSINGLE-FAMILY DETACHEDMINIMUM LOT SIZE N/AMINIMUM LOT WIDTH 50'MINIMUM STREET FRONTAGE 25'MINIMUM FRONT SETBACK 15'MINIMUM SIDE SETBACK6'MINIMUM SIDE SETBACK (CORNER) 12'MINIMUM REAR SETBACK20'MAXIMUM STRUCTURE HEIGHT40'MULTI-FAMILY DETACHEDMINIMUM LOT SIZE N/AMINIMUM LOT WIDTH N/AMINIMUM STREET FRONTAGE 25'MINIMUM FRONT SETBACK 15'MINIMUM SIDE SETBACK 6'MINIMUM REAR SETBACK20'MAXIMUM STRUCTURE HEIGHT40'OTHER USESMINIMUM LOT SIZE N/AMINIMUM LOT WIDTH N/AMINIMUM STREET FRONTAGE 25'MINIMUM FRONT SETBACK 0-15'MINIMUM SIDE SETBACK 6'MINIMUM REAR SETBACK20'MAXIMUM STRUCTURE HEIGHT40'LIMESTONE TERRACEWINDING CREEK
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6SHEET SCHEDULECOVER SHEET2L-1EXISTING CONDITIONS & DEMOLITION PLAN2L-2SITE PLAN 2L-3SITE PLAN2L-4GRADING & STORM DRAINAGE PLAN2L-5GRADING & STORM DRAINAGE PLAN2L-6INITIAL EROSION CONTROL PLAN2L-7EROSION CONTROL BASIN PLAN 2L-8FINAL EROSION CONTROL PLAN2L-9FINAL EROSION CONTROL PLAN2L-10STORMWATER BMP POND PLAN & DETAILS2L-11STORMWATER BMP POND PLAN & DETAILS2L-12DETAILS2L-13DETAILS2L-14DETAILS2L-15DETAILS2L-16DETAILS2L-17STORMWATER DRAINAGE AREA PLAN2L-18ROAD PROFILES2L-19ROAD PROFILES AND STORM DRAINAGE PROFILES2L-20CLUSTER MAILBOX LOCATION PLAN2L-21CULVERT PLAN2L-22CULVERT PLAN2L-23LEGENDPROPERTY LINEADJACENT PROPERTY LINEPROPOSED RIGHT OF WAYEXISTING STREAMTRAILPHASE LINELOT NUMBERDEVELOPMENT DATA (PHASE 2)TOTAL PHASE ACREAGE ± 57.65 AC.TOTAL PROPOSED UNITS 132 UNITSZONING NOTES(TAKEN FROM PUD(CUD) ZONING PLAN DATED 10-29-07)46EMERGENCYACCESS #2EMERGENCYACCESS #3100 YR. FLOODLINE(based on 1979 FEMA maps)FUTUREMULTI-FAMILYSITE(TO BE PERMITTEDSEPARATELY)FUTURECOMMERCIALSITE(TO BE PERMITTEDSEPARATELY)FUTUREMULTI-FAMILYSITE(TO BE PERMITTEDSEPARATELY)FUTURECOMMERCIALSITE(TO BE PERMITTEDSEPARATELY)EXISTINGPHASE 1PREVIOUSLYPERMITTEDEXISTINGBMP # 1EXISTINGBMP # 2EXISTINGBMP # 3EX.BMP # 4EXISTINGPHASE 1PREVIOUSLYPERMITTEDEMERGENCYACCESS #1No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS1.THIS PROJECT WILL BE SERVED BY CITY OF SALISBURY WATER.SEWER WILL BE PROVIDED BY A LINE CURRENTLY OWNED BY THETOWN OF FAITH. DESIGN STANDARDS AND SPECIFICATIONS FORWATER AND SEWER IMPROVEMENTS SHALL CONFORM TO THEREQUIREMENTS OF THE CITY OF SALISBURY AND THE TOWN OFFAITH. THE SANITARY SEWER SYSTEM WILL BE MAINTAINED &OPERATED BY THE TOWN OF FAITH.2.DEVELOPER WILL SECURE ALL APPROVAL PERMITS FROM LOCAL,STATE, AND FEDERAL AGENCIES PRIOR TO STREAM OR WETLANDIMPACTS. PROJECT WILL COMPLY WITH ALL REQUIREMENTS OFCHAPTER 7 OF THE UDO.3.ALL BUILDING PADS SHALL BE ABOVE THE 100 YR. FLOODELEVATION.4.PROPOSED UTILITY LOCATIONS ARE BASED ON PRELIMINARYGRADING AND ARE SUBJECT TO CHANGE.5.DEVELOPER SHALL PROVIDE A LANDSCAPE EASEMENT AROUNDALL PROPOSED MONUMENT WALLS/SIGNS. PROPOSEDMONUMENTS SHALL BE LOCATED OUTSIDE OF ALL SIGHTDISTANCE EASEMENTS.6.PROPOSED TRAILS SHALL BE 5' WIDE WITH MULCH AND/ORRECYCLED CONCRETE IN FLOODPLAIN AREAS. TO BE FIELDDETERMINED, THEREFORE EXACT LOCATION AND LENGTH ISSUBJECT TO CHANGE DUE TO FIELD CONDITIONS.7.DEVELOPER SHALL PROVIDE A SIDEWALK EASEMENT IF SIDEWALKIS CONSTRUCTED OUTSIDE OF THE PROPOSED RIGHT OF WAY.THE EASEMENT SHALL BE LOCATED 2' BEHIND THE OUTSIDE EDGEOF THE PROPOSED SIDEWALK.8.LOCATIONS OF STREAMS SHOWN ON PLAN ARE APPROXIMATEAND SUBJECT TO VERIFICATION BY STATE AND FEDERALAGENCIES.9.PLANS FOR THE FUTURE DEVELOPMENT (MULTI-FAMILY ANDCOMMERCIAL) SHALL BE APPROVED BY THE TOWN OF GRANITEQUARRY PLANNING BOARD.10.PROPOSED LOT LINES AND UTILITY LOCATIONS AND EASEMENTSSHOWN ON THIS PLAN ARE PRELIMINARY AND SUBJECT TOMODIFICATION DURING FINAL DESIGN STAGE. IF REQUIRED BYREVIEW AGENCIES, MODIFICATIONS OF THE ROAD ALIGNMENTSSHALL BE ALLOWED WITHOUT A PRELIMINARY PLAT REVISION.11.LOT DIMENSIONS SHOWN ON PLAN ARE ROUNDED TO THENEAREST TENTH OF A FOOT.12.STORM WATER MANAGEMENT SHALL MEET OR EXCEEDREQUIREMENTS OF SECTION 10.3 OF THE TOWN OF GRANITEQUARRY UDO.13.FIRE PROTECTION SHALL BE PROVIDED PER SECTION 10.4 OF THEUDO.14.ALL ROADWAYS SHALL BE CONSTRUCTED TO COMPLY WITHNCDOT STANDARDS, UNLESS MODIFIED BY THE TOWN OF GRANITEQUARRY UDO.15.THE BMP STORM DRAINAGE EASEMENT WILL BE MAINTAINED BYTHE HOME OWNER'S ASSOCIATION.1.PROPOSED LOTS WILL MEET MINIMUM LOT REQUIREMENTS SET FORTH BY ARTICLE VI, SECTION 8 OF THETOWN OF GRANITE QUARRY ZONING ORDINANCE.2.NON-RESIDENTIAL USES WITHIN THE PUD SHALL BE DESIGNED TO SERVE RESIDENTS OF THE PUD ANDNEARBY AREAS. LARGE SCALE ESTABLISHMENTS AND DEVELOPMENTS INTENDED TO SERVE THE ENTIRECOMMUNITY ARE NOT ENCOURAGED AND WILL NEED APPROVAL FROM THE TOWN OF GRANITE QUARRY.3.NON-RESIDENTIAL USES CONTAINED IN PUD ARE LIMITED TO THOSE CONTAINED IN O-1, B-1, B-2, B-3 AND B-4COMMERCIAL DISTRICTS.4.DEVELOPER WILL SECURE ALL APPROVAL PERMITS FROM LOCAL, STATE, AND FEDERAL AGENCIES PRIOR TOSTREAM OR WETLAND IMPACTS.5.ALL BUILDING PADS SHALL BE ABOVE THE 100 YR. FLOOD ELEVATION.6.ALL PROPOSED STREETS WILL BE PUBLIC RIGHTS-OF-WAY AND WILL CONFORM TO NCDOT DESIGNSTANDARDS.7.LOCATION OF PEDESTRIAN CONNECTIONS SHOWN ON PLAN ARE PRELIMINARY AND SUBJECT TO CHANGE.8.DEVELOPER MAY CONSTRUCT SINGLE FAMILY LOTS IN THE AREA DESIGNATED AS MULTI-FAMILY UPONAPPROVAL OF THE TOWN OF GRANITE QUARRY. DENSITY SHALL NOT EXCEED 4 UNITS PER AC. IF THISOCCURS. (5.5 AC. @ 4 DU/AC. = 22 SINGLE FAMILY UNITS)9.A PROPOSED TURN-AROUND SHALL BE PROVIDED AT THE END OF ALL STUB STREETS THAT ARE LONGERTHAN 250' (MEASURED FROM PROPOSED INTERSECTION TO THE EXISTING PROPERTY LINE).10.DEVELOPER SHALL PROVIDE 5' WIDE SIDEWALK ON BOTH SIDES OF PROPOSED ROADS.11.DEVELOPER SHALL PROVIDE DECORATIVE STYLE STREET LIGHTING THROUGHOUT PROPOSED DEVELOPMENTPER SECTION 10.2.3.5 OF THE TOWN OF GRANITE QUARRY UNIFORM DEVELOPMENT ORDINANCE (UDO).12.DEVELOPER SHALL PROVIDE STREET TREES (1 TREE PER 100 LINEAR FT.) ON THE PROPOSED ROADCONNECTING FAITH ROAD AND THE PROPOSED AMENITY AREA.13.A HOMEOWNER'S ASSOCIATION SHALL BE FORMED TO MAINTAIN ALL PROPOSED COMMON OPEN SPACEAREAS.14.PROPOSED COMMERCIAL USES SHALL BE SCREENED FROM EXISTING SINGLE FAMILY USES PER CHAPTER 8OF THE UDO. REQUIRED SCREENING SHALL BE IN THE FORM OF ONE OR A COMBINATION OF THE FOLLOWINGMETHODS: 1) BERM, 2) OPAQUE FENCE, AND 3) VEGETATIVE PLANTINGS. PROPOSED SCREENING SHALLPROVIDE VISUAL SEPARATION FROM GROUND ELEVATION TO A POINT 6 FT. ABOVE GROUND ELEVATIONMINIMUM.15.A 20' TRANSITIONAL BUFFER SHALL BE PROVIDED BETWEEN THE PROPOSED SINGLE FAMILY AND FUTUREMULTI-FAMILY USES PER CHAPTER 8 OF THE UDO. THIS BUFFER MAY BE LOCATED WITHIN THE REQUIREDSETBACKS AND SHALL CONTAIN EITHER BERMS, VEGETATIVE PLANTINGS, OR NATURAL AREAS.PROPOSED STORMWATERWET PONDBMP 7
PROPOSED STORMWATERSAND FILTERBMP 8
(730)(720)(720)(720)(740)(750
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(760
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APPX. CENTERLINE OF
QUARRY CREEKCRANE CREEKAPPX. CENTERLINE OFEXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWQ
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-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EXISTING CONDITIONS.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS1" = 100'2L-2EXISTING CONDITIONS & DEMOLITION PLAN2DEMOLITION NOTE:CONTRACTOR TO REMOVE EXISTING FEATURES AS DIRECTED BYOWNER. THESE FEATURES SHALL INCLUDE, BUT ARE NOT LIMITEDTO STONE WALL, DRIVEWAY, WOOD SIGN, WELLS, SMALL SHEDS,BUILDINGS, CONCRETE SLABS, PHONE RISER, AND CARPORT.EXISTINGPHASE 1PREVIOUSLYPERMITTEDEXISTINGPHASE 1PREVIOUSLYPERMITTEDFEMA FLOOD PLAIN
COS45'
RROW31' RBOCPOPLAR RIDGE DRIVE(50' ROW)EMERGENCY ACCESS

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QUARRY CREEK
APPX. CENTERLINE OF
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PC: 21+97.57PC: 28+15.20PC: 31+94.22PT: 15+14.08PT: 18+80.43
PT: 21+04.61PT: 25+72.68PT: 28+90.71+000+100+200+300+400+500BP: 0+00.00PC: 2+41.15PT: 3+03.47------7+800PT: 8+54.38-+100+146-N26° 58' 17"WL = 212.18'N0° 38' 11"E
L = 130.73'N89° 21' 49"WL = 177.79'R =1 5 0 .0 0 '
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EXISTING PHASE 1
PHASE 2
78798075768182837747484951531191201211221231241251261271281291621671681691701731741891902432442452462472482499,287 SF10,739 SF6,562 SF6,563 SF6,562 SF6,563 SF6,563 SF6,562 SF6,562 SF6,563 SF7,875 SF7,904 SF6,870 SF6,868 SF7,660 SF10,443 SF10,215 SF5,715 SF6,500 SF6,511 SF6,500 SF6,500 SF6,500 SF6,486 SF6,477 SFCOSCOSCOSCOS+000+100+200+300+400+500+600+700+
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DPROPOSED BOLLARDS(2)-COLLAPSABLE IN CENTER& (2)-PERMANENT,(6' CENTER TO CENTER SPACING)STANDARDWHEELCHAIRRAMP, TYP.PROPOSEDSTREET LIGHT(TYP.)62L-13CONCRETESIDEWALK(TYP.)52L-1352L-132'-0" VALLEYGUTTER(TYP.)82L-132'-0" VALLEYGUTTER(TYP.)82L-13PROPOSED TYPE C BUFFER(1) - ACER RUBRUM, REDMAPLE ROOT B&B, 2.5" MIN.CAL. TO MATCH STREET TREE,SINGLE LEADERPROPOSED TYPE B BUFFER (28) - ILEX CORNUTA'DWARF BURFORDII' DWARF BURFORDHOLLY 3' HT, 2' WIDE, 7 GAL, 5' O.C (5' MIN BED WIDTH)PROP. 2'-6" STANDARDCURB & GUTTERWITH 6' PLANTING STRIPALL STANDARD & ACCESSIBLE PARKINGSPACES & AISLES TO BE 9' W X 18' L(SEE SHEET 2L-21)32L-1312L-13CURB TRANSITION2'-O" VALLEY TO 2'-6"(BOTH SIDES OF PAD,TYP.)32L-13CONCRETESIDEWALK(TYP.)REMOVE TEMP END OF STREET BARRICADEAND EXTEND ROAD TO PHASE 21000502001" = 50'2L-3SITE PLAN3No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSSITE NOTES:1.LOT DIMENSIONS ARE APPROXIMATE, REFERENCE RECORD PLAT FOREXACT LOT DIMENSIONS.2.STORM DRAINAGE EASEMENTS DESIGNATED AS (SDE-PUBLIC) ARE PUBLICAND SHALL BE MAINTAINED BY THE TOWN OF GRANITE QUARRY. STORMDRAINAGE EASEMENTS DESIGNATED AS (SDE-PRIVATE) ARE PRIVATE ANDSHALL BE MAINTAINED BY THE PROPERTY HOMEOWNERS ASSOCIATION.3.THE TOWN OF GRANITE QUARRY AND THE DEVELOPER SHALLCOORDINATE REGARDING PURCHASE AND INSTALLATION OF STREETSIGNS.4.ALL COMMON OPEN SPACE TO BE MAINTAINED BY THE PROPERTYHOMEOWNERS ASSOCIATION , UPON COMPLETION OF CONSTRUCTION.5.THE PROPERTY HOMEOWNERS ASSOCIATION SHALL GRANT ACCESS TOALL EMERGENCY ACCESS ROADS FOR EMERGENCY AND STORMDRAINAGE MAINTENANCE PURPOSES.6.ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THEATTENTION OF OWNER OR ENGINEER PRIOR TO PROCEEDING WITHWORK.7.PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTORSHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEENOBTAINED FROM ALL REGULATORY AUTHORITIES.8.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OFEASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIORTO WORKING IN THESE AREAS.9.GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THATWORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY.10.DURING CONSTRUCTION OF THE IMPROVEMENTS SPECIFIED BY THESEPLANS, THE DEVELOPER AND CONTRACTOR SHALL MAINTAIN ALLSTREAMS, CREEKS, AND CHANNELS IN AN UNOBSTRUCTED STATE, ANDSHALL REMOVE FROM THE CHANNEL AND/OR ITS BANKS, DEBRIS, LOGSOR OTHER ACCUMULATIONS AS REQUIRED TO FACILITATE PROPERDRAINAGE.11.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROLDEVICES SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFICCONTROL DEVICES, 2009 EDITION, OR LATEST EDITION. ALL PAVEMENTMARKINGS SHALL BE 4" WIDE AND SOLID WHITE EXCEPT AS NOTED FORTHE INTERNATIONAL SYMBOL. THE INTERNATIONAL SYMBOL SHALLINCLUDE A WHITE SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER.SYMBOL SHALL HAVE MIN. HEIGHT OF 28 INCHES AND MIN. WIDTH OF 24INCHES (EXCLUSIVE OF BLUE BACKGROUND AND WHITE BORDER).STROKE WIDTH FOR THE WHITE BORDER AND THE SYMBOL SHALL BE MIN.3 INCHES. SEE DETAILS # 7, 8 AND 9 ON SHEET 2L-17 FOR SIGNAGEREQUIREMENTS.12.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADEADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF-SITEGRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED OWNER.13.ALL ROADWAYS SHALL BE CONSTRUCTED TO COMPLY WITH NCDOTSTANDARDS, UNLESS MODIFIED BY THE TOWN OF GRANITE QUARRY UDO.14.PROPOSED LOCATION OF LOT TREES TO BE FIELD DETERMINED BY THECONTRACTOR. LOTS LESS THAN 10,000SF CONTRACTOR IS TO PROVIDEONE (1) SHUMARD OAK TREE IN FRONT YARD. FOR LOT WITH 10,000SF TO20,000 SF CONTRACTOR IS TO PROVIDE ONE (1) SHUMARD OAK TREE INFRONT YARD AND ONE (1) LAUREL OAK TREE IN THE BACK. ALL LOTTREES SHALL BE A MINIMUM 2" CALIPER. REFER TO DETAIL #7 ON SHEET2L-14 FOR PLANTING DETAILS.15.ALL PROPOSED PUBLIC SIDEWALKS SHALL BE 5' WIDE WITH LIGHT BROOMFINISH PERPENDICULAR TO THE PATH OF TRAVEL. CONTRACTOR TOPROVIDE 5% MAXIMUM LONGITUDINAL SLOPE AND 2% MAXIMUMTRANSVERSE SLOPE.16.FOR PROPOSED DRIVEWAY, SEE DETAIL #2 ON SHEET 2L-13.1. STREET LIGHT FIXTURES ARE TO BE A DECORATIVE TYPE AND SHALL BESELECTED BY OWNER'S REPRESENTATIVE.2. REFER TO ELECTRICAL ENGINEERING PLANS BY OTHERS FOR DESIGN ANDINSTALL ALL ELECTRICALL UTILITIES.LIGHTING PLAN NOTES:100 YEAR FLOOD LINE(based on 2009 FEMA maps)EXISTING SS R/WEX.
PROPERTY
L
INE100 YEAR FLOOD LINE(based on 2009 FEMA maps)PROPOSED 5'WIDE TRAILSEE NOTE 6/ 2L-1EX.
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EX. PH1BMP # 4EX PH1BMP # 2EX PH1BMP # 336' x 5' x 4" THICK CLUSTER MAILBOX CONCRETE PADSEE DETAIL SHEET 2L-21 FOR CLUSTER MAILBOX &ASSOCIATED PARKING DATA2.5' CURBAND GUTTERPROPOSED STORMWATERWET PONDBMP 7LOT NUMBERSTREET TREE46LEGENDLOT NUMBERPHASE LINE COMMON OPEN SPACE EXISTING WETLANDSADJACENT EX. PROPERTY LINEPROPOSED RIGHT OF WAYEXISTING STREAM100 YR. FLOODWAYPROPOSED TRAILEX. PROPERTY LINEPROPOSED SETBACK LINEPROPOSED LOT LINEPROPOSED STORM DRAIN EASEMENTEXISTING SANITARY SEWER EASEMENT(based on 1979 FEMA maps)COS46PROPOSED STREET LIGHT YHDPROPOSED FIRE HYDRANT 100 YR. FLOODPLAIN(based on 1979 FEMA maps)
EXISTING PHASE 1PHASE 2GREENWOOD DRIVE(50' ROW)POPLAR RIDGE DRIVE(50' ROW)EMERGENCY ACCESS

#
3
EXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRW+1400+1439EP: 14+39.41+1300+1400+1500+2700+2800+2900+3000+3100+3200+3300+3400+3500+3600+3700+
3
8
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EP: 4
3
+
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PC:
14+41
.80PC: 28+15.20PC: 31+94.22PC: 36+61.85PT:
12+29
.62PT: 15+14.08PT: 28+90.71PT: 33+37.69PT: 3
9
+
2
9
.
0
6
+000+100+200+300+400+500+585BP: 0+00.00PC: 2+41.15PT: 3+03.47EP: 5+85.08------N26° 58' 17"WL = 212.18'N0° 38' 11"E
L = 130.73'R =1 5 0 .0 0 '
L =7 1 .5 8 '818283847112012112212312412512612712812913013113213313413513814515215315415515615715815916016216716816917017317417517617717817918018118218318919019519619719819920020120220320420520620720823223523623723823924024324424524624724824923022922822722021921821721621521421321221121020910,739 SF6,562 SF6,563 SF6,562 SF6,563 SF6,563 SF6,562 SF6,562 SF6,563 SF6,563 SF6,563 SF6,559 SF6,949 SF7,071 SF7,143 SF7,176 SF7,686 SF6,654 SF6,949 SF11,462 SF7,528 SF7,634 SF7,675 SF12,437 SF6,585 SF6,592 SF6,601 SF6,615 SF6,624 SF6,748 SF8,137 SF6,777 SF6,869 SF8,158 SF7,379 SF7,127 SF7,127 SF8,957 SF6,800 SF6,956 SF7,034 SF6,873 SF6,949 SF6,947 SF6,945 SF6,943 SF7,913 SF7,799 SF7,517 SF6,538 SF6,217 SF6,679 SF7,813 SF8,605 SF7,875 SF7,904 SF6,870 SF6,868 SF7,660 SF10,443 SF7,756 SF6,964 SF6,810 SF6,772 SF5,627 SF11,610 SF7,672 SF7,076 SF11,084 SF8,180 SF10,215 SF5,715 SF6,575 SF7,056 SF6,575 SF6,652 SF6,575 SF6,575 SF7,145 SF8,054 SF7,643 SF7,120 SF6,500 SF6,511 SF6,500 SF6,500 SF6,500 SF6,486 SF6,477 SFCOSCOSCOSCOSCOSCOSCOS+600+700+8
00
+900+
1
0
0
0
+1100+1
2
00+1300+14001
5
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-----
-30' UNDISTURBED STREAM BUFFERCREEKRUN DRIVE(50' ROW)WINDING CREEK ROAD(50' ROW)RUBY PEBBLE STREET(50' ROW)+
0
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-
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------+000+100+200+300+400+500+600+700+800+876---------+
0
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+
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+200+300+400+500+573-
-----+000+100+200+3 00+4 00+5 00+6 00+7 00+8 00
---
-----+000+100+200+300+4 00 +4 88-----250141142143146144147148140150151139149165166163172164161185188191192193194186187171184EX. WETLANDTO REMAINUNDISTURBEDEX. WETLANDEX. WETLANDEX. WETLANDTO REMAINUNDISTURBED1361377,328 SF7,958 SF6,967 SF6,954 SF6,937 SF6,651 SF6,500 SF5,828 SF6,946 SF6,968 SF6,523 SF7,600 SF7,679 SF7,063 SF8,817 SF6,790 SF6,764 SF6,776 SF6,773 SF7,705 SF9,207 SF7,537 SF6,778 SF7,209 SF7,370 SF7,345 SF5,200 SF5,235 SF6,615 SF8,629 SF6,520 SF20' SDE (PRIVATE)20' SDE (PUBLIC)20' SDE (PUBLIC)2
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20' SDE (PUBLIC
)20' SDE (PUBLIC)20' SDE (PUBLIC)20' SDE (PUBLIC)2342337,902 SF6,633 SFPC: 1+82.33PT: 3+94.66
PC: 1+24.82PT: 2+90.29PC: 8+00.00
PC:
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:

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L =3 18 .2 0 'R=225.00'L=318.20'S17° 24
'

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L = 141
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8'S73° 05' 47"EL = 398.80'R=200.00'L=148.12'
S
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'N88° 23' 17"WL = 455.49'N2° 58' 31"EL = 182.33'R=200.00'L=105.17'N67° 57' 59"WL = 93.00'N88° 23' 17"WL = 455.49'N88° 23' 17"WL = 455.49'S2° 46' 40"E
L = 217.98'S25° 16' 33"EL = 62.93'R =1 5 0 .0 0 'L =5 8 .5 2 'R=150.00'L=113.06'S47° 03' 27"EL = 117.29'S
4
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'

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=

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S11° 51' 2
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L = 324.1
6
'S73° 05' 47"EL = 398.80'S73° 05' 47"EL = 398.80'R=250.00'
L=147.49'
S7° 09' 31"E
L = 310.26'R=500.00'L=289.97'S40° 52' 17"EL = 791.63'2412422312212222232242252268,989 SF9,218 SF7,536 SF8,517 SF7,552 SF8,917 SF13,100 SF8,746 SF9,438 SFPHASE 2EXISTING PHASE 1PROP. 30' SSRW @ LOT LINE BMP SDE (PRIVATE)20' SDE (PRIVATE)R=150.00'
L=138.06'R=250.00'L=254.67'COSCOS20' SDE (PRIVATE)
2
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(PUBL
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(PUBL
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ROW50' ROW50' ROW50' ROW50'
ROW50' ROWPHASE 2EXISTING PHASE 112' CORNER YARD (TYP.)1
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12' CORNER YARD (TYP.)15' SETBACK (TYP.)20' REARYARD (TYP.)PROPOSEDTURN AROUND152L-131
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DYH
DYHDYHD
YHDYHDPROPOSED BOLLARDS(2)-COLLAPSABLE IN CENTER& (2)-PERMANENT,(6' CENTER TO CENTER SPACING)1000502001" = 50'2L-4SITE PLAN4No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-SITE.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSLEGENDPHASE LINE COMMON OPEN SPACE EXISTING WETLANDSADJACENT EX. PROPERTY LINEPROPOSED RIGHT OF WAYEXISTING STREAM100 YR. FLOODWAYPROPOSED TRAILEX. PROPERTY LINEPROPOSED SETBACK LINEPROPOSED LOT LINEPROPOSED SANITARY SEWER EASEMENTPROPOSED STORM DRAIN EASEMENTEXISTING SANITARY SEWER EASEMENTPROPOSED WATER MAIN EASEMENT(based on 1979 FEMA maps)COSPROPOSED STREET LIGHT YHDPROPOSED FIRE HYDRANT 1. STREET LIGHT FIXTURES ARE TO BE A DECORATIVE TYPE AND SHALL BESELECTED BY OWNER'S REPRESENTATIVE.2. REFER TO ELECTRICAL ENGINEERING PLANS BY OTHERS FOR DESIGN ANDINSTALL ALL ELECTRICALL UTILITIES.LIGHTING PLAN NOTES:SEE SHEET 2L-3 FOR SITE NOTES.PROPOSED TURN AROUND152L-13DEAD END STREET BARRICADEEND OF ROADWAY MARKERSTA: 10+96STANDARDWHEELCHAIRRAMP, TYP.100 YEAR FLOOD LINE(based on 2009 FEMA maps)162L-1362L-1310&112L-15CONCRETE SIDEWALK(TYP.)52L-13CONCRETE SIDEWALK(TYP.)52L-13100 YEAR FLOOD LINE(based on 2009 FEMA maps)EX. PROPERTY LINEEX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINEEX. PROPERTY LINEDEAD END STREET BARRICADEEND OF ROADWAY MARKERSTA: 7+40162L-1310&112L-15DEAD END STREET BARRICADEEND OF ROADWAY MARKERSTA: 5+63162L-1310&112L-152'-0" VALLEYGUTTER(TYP.)82L-132'-0" VALLEYGUTTER(TYP.)82L-13DEAD END STREET BARRICADEEND OF ROADWAY MARKERSTA: 40+25162L-1310&112L-15EX. PH1BMP # 2FEMA FLOODWAY100 YEAR FLOOD LINE(based on 2009 FEMA maps)SDESDEPROPOSED STORMWATERWET PONDBMP 7PROPOSED STORMWATERSAND FILTERBMP 8
LOT NUMBERSTREET TREE46100 YR. FLOODPLAIN(based on 1979 FEMA maps)
20' REARYARD (TYP.)15' SETBACK (TYP.)20' REARYARD (TYP.)6'
S
IDEYARD

(TYP
.
)15' SETBACK (TYP.)(730)(740)(750)(760)(76
0
)
(760
)(750)(740)(750)(720)GREENWOOD DRIVE(50' ROW)POPLAR RIDGE DRIVE(50' ROW)EMERGENCY ACCESS

#
3
EXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRW+1400+1439+1300+1400+1500+2700+2800+2900+3000+3100+3200+3300+3400+3500+3600+3700+
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+000+100+200+300+400+500+585------EXISTING STORMWATERBMP #2DRY DETENTION POND /SAND FILTERRONALD EUGENE EARNHARDTWIFE, DONNA B. EARNHARDTRONALD E. EARNHARDT &DB 1169-436TAX PID 405 007TODD B. HAYDEN &WIFE, LAURIE B. HAYDEN(ESTATE FILE 92E-519)DB 704-69TAX PID 404 060000001MARY B. MCMILLAN &HUSBAND, LINDSEY B. MCMILLANDB 650-250TAX PID 404 104EXISTING 30' SANITARY SEWER EASEMENTDB 959-736120121122123124125126127128129130131132133134135138145152153154155156157158159160162167168169170173174175176177178179180181182183189190195196197198199200201202203204205206207208232235236237238239240243244245246247248249230229228227220219218217216215214213212211210209TOP @ 734.0(3:1)728'730732(2
.5
:1
)COSCOSCOSCOSCOSCOSCOS+600+700+8
00
+900+
1
0
0
0
+1100+1
2
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0
+1300+14001
5
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-ZONE RSZONE RA+
+
++30' UNDISTURBED STREAM BUFFERCREEKRUN DRIVE(50' ROW)WINDING CREEK ROAD(50' ROW)RUBY PEBBLE STREET(50' ROW)+
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-----+000+100+200+3 00+4 00+5 00+6 00+7 00+8 00
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-----+000+100+200+300+4 00 +4 88-----250141142143146144147148140150151139149165166163172164161185188191192193194186187171184EX. WETLANDTO REMAINUNDISTURBEDEX. WETLANDEX. WETLANDEX. WETLANDTO REMAINUNDISTURBED13613720' SDE (PRIVATE)20' SDE (PUBLIC)20' SDE (PUBLIC)2
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20' SDE (PUBLIC
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-
-
-LPE=737.4'MPE=726.9'LPE=738.8'MPE=726.9'LPE=740.0'MPE=727.4'LPE=741.1'MPE=727.4'LPE=741.8'MPE=729.0'LPE=742.7'MPE=729.2'LPE=742.8'MPE=729.2'LPE=742.8'MPE=729.4'LPE=742.7'MPE=729.4'LPE=744.3'MPE=729.6'LPE=744.1'MPE=730.0'LPE=743.8'MPE=730.0'LPE=739.2'MPE=730.5'LPE=739.9'MPE=730.7'LPE=741.0'LPE=741.9'LPE=743.4'LPE=744.1'LPE=745.0'LPE=745.2'LPE=744.8'LPE=744.1'LPE=750.5'LPE=757.6'LPE=759.2'LPE=760.3'LPE=761.2'LPE=755.4'LPE=756.5'LPE=759.2'LPE=758.0'LPE=757.2'LPE=756.5'LPE=754.6'LPE=752.6'LPE=750.3'LPE=747.1'LPE=745.3'LPE=738.7'LPE=737.5'LPE=736.4'LPE=734.8'LPE=733.5'LPE=735.1'LPE=736.2'LPE=747.8'LPE=750.4'LPE=752.9'LPE=755.0'LPE=757.2'LPE=758.5'LPE=759.9'LPE=761.4'LPE=758.5'LPE=760.4'LPE=761.1'LPE=761.5'LPE=761.2'LPE=761.2'LPE=760.2'LPE=759.1'LPE=757.8'LPE=756.3'LPE=754.0'LPE=738.7'LPE=739.3'LPE=741.1'LPE=741.1'LPE=742.9'LPE=744.6'LPE=744.6'LPE=745.2'LPE=747.2'LPE=746.6'LPE=746.1'LPE=746.5'LPE=749.4'LPE=753.7'LPE=756.1'LPE=759.3'LPE=757.0'LPE=753.7'LPE=751.2'LPE=743.6'LPE=744.6'LPE=746.6'LPE=749.6'LPE=753.4'LPE=757.7'LPE=761.8'LPE=766.0'LPE=764.9'LPE=760.1'LPE=757.2'LPE=752.6'LPE=748.9'LPE=747.9'LPE=747.0'MPE=730.7'LPE=743.1'MPE=729.6'LPE=743.1'LPE=743.6'LPE=744.5'LPE=744.9'LPE=745.4'LPE=745.2'LPE=743.1'LPE=743.1'LPE=742.8'LPE=742.9'LPE=743.2'LPE=743.1'LPE=742.5'LPE=742.0'LPE=741.5'LPE=740.9'LPE=740.2'MPE=728.9'LPE=739.8'MPE=728.9'LPE=739.4'MPE=728.9'LPE=738.8'MPE=728.9'LPE=738.4'MPE=728.0'LPE=737.9'MPE=728.0'LPE=735.2'MPE=728.0'LPE=736.0'MPE=728.0'LPE=734.5'MPE=728.0'LPE=732.9'MPE=728.0'BMP SDE @ LOT LINE (PRIVATE)BMP SDE @ LOT LINE (PRIVATE)BMP SDE (PRIVATE)
+++++++++++++
+
+
+
+
++++++++++++++++++++++
+++
+++++++++++++++++++++++++++++
+
+
+
+
+
+
+
++++++++++++++++++++++++++++
+
+
+
+
+
+
+
+
+++++++++2412422312212222232242252267407427
3
8 7307287327
4
0 736740
758
7
4
6
752 764758 750756744748746 742746
746758 748752748750742++++
+++++PHASE 2EXISTING PHASE 1PROP. 30' SSRW @ LOT LINE
740734738734740760754750 734732
7
3
0
7
2
4
7
2
6
7
2
8
7
2
6
7
3
0
7
3
2
730732734736730736732738
736
738
740738732 738734736TOP @ 737.0'BMP SDE (PRIVATE)20' SDE (PRIVATE)7469-3009-3017-210
7-209B
7-323
7-324
7-318
7-3
2
2
7-316
7-31
5
7-2197-2267-3217-225B7-216
7-2087-2237-22
4
7-2067-3307-222
7
-
3
2
5
7
-
3
2
0
7-221
7-220
7-3267-3277-3317-2
1
5
7-334 7-340A7-3397-332
7-105
7-3197-106
7
-
2
1
47-1077-104
7-2127
-
2
1
3
7-2057-2047-3137-1037-2117-3387-3127
-
2
0
3 7-1027-3087
-
1
0
1
7-3117
-
2
0
1
7
-
2
0
2
7-3377-3067
-
3
3
6
B
7-2008-1048-1058-1068-103B 8-1028-1018-2018-2038-2068-2108-2078-2098-2088-205 8-2048-3018-1008-2008-300HP 743.53LP
739.79
HP
743.31
LP 736.39HP
743.97
LP 743.41HP 763.32LP 740.80COSLPE=730.7'9-2029-203745+746+743+739+733+733++754+739739+740+750+742+743+COS+++747+756++756+751+741++++++
+20' SDE (PRIVATE)
2
0
'

S
D
E

(
P
R
I
V
A
T
E
)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)
20' SDE (PUBLIC)20' SDE (PUBLIC)20' SDE (PRIVATE)20' SDE (PRIVATE)20' SDE (PRIVATE)2
0
'
SDE

(PR
IVA
TE
)20' SDE (PRIVATE)2
0
'
SDE

(PR
IVA
TE
)SDE
(PUBL
IC
)SDE (PUBLIC)7
-
3
0
3
7-3057
-
3
0
77-3097-3107-
3
1
4
7-3177-2187-2178-2028-2128-2117-2077-3297-333+749LP 734
.9630' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER750760742
742744
744746748752754756758762 746730740750
732
734736738742
744
746
748
752
754
756
740
750760
738
74
2
7
4
4
7
4
6
74875275475
6
7
5
8
750744746748752754756
758730740740 740740732734736738742742
+73920' SDE (PRIVATE)30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREAM BUFFER20' SDE (PUBLIC)20' SDE (PUBLIC)20' SDE (PUBLIC)20' SDE (PUBLIC)SDE (PUBLIC)SDE
(PUBL
IC
)SDE
(PUBL
IC
)SDE (PUBLIC)7
3
6
7
4
0
7
4
6
740'736'732'734'730'(760)7-225A8-103A
7-209
A
741.5+743.0+7367347387407-336A7-340B7-340CPROPOSED STORMWATERBMP #8DRY DETENTION POND /SAND FILTER
1000502001" = 50'2L-6GRADING & STORM DRAINAGE PLAN6No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-GRADING & SD.dwg23030523GEV.F
O
N
NEO
R
YHP R
HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSLEGENDEXISTING 10' CONTOURPROPERTY LINEADJACENT PROPERTY LINEEXISTING 2' CONTOURPROPOSED RIGHT OF WAYEXISTING STREAM100 YR. FLOODLINELIMITS OF DISTURBANCESTORM DRAINAGE EASEMENTPROPOSED LOT NUMBERPROPOSED CONTOUR700PROPOSED STORM DRAINAGEPROPOSED FLARED END SECTIONPROPOSED DRAINAGE STRUCTURESTORM DRAINAGE PIPEEXISTING WETLANDSPROPOSED SANITARY SEWER EASEMENTPROPOSED FLOW DIRECTION(based on 2009 FEMA maps)LPE=735.3LOT PAD ELEVATIONfor gravity sewer service)MPE=731.2MIN. PAD ELEVATION(BFE + 2')69PROPOSED WATER MAIN EASEMENTGRADING & STORM DRAINAGE NOTES:1.SEE SHEET 2L-2 FOR SURVEY DATA INFORMATION.2.REFER TO THE SITE PLAN FOR RELATED NOTES.3.ALL SPOT ELEVATIONS REFLECT FINISHED GRADES.4.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERALCONTRACTOR PRIOR TO GROUND BREAKING.5.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING CONSTRUCTION.6.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.7.LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS,OR OTHER GRADING REQUIREMENTS.8.THE PROPOSED CONTOURS SHOWN IN STREETS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT.REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSEELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.9.CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEWPAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.10.PROVIDE MINIMUM 2 FEET COVER PLUS THICKNESS OF PIPE OVER STORM DRAINAGE PIPE IN PAVED AREAS AND 18INCHES COVER IN GRASSED AREAS.11.PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE DECREASED FROMTHOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM DPR ASSOCIATES.12.ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE LENGTHSINDICATED ON PLAN ARE APPROXIMATE ONLY.13.FES INVERTS ARE TO BE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS IN FIELD PRIOR TOLAYING PIPE.14.NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LANDDISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING WITHOUT PRIOR APPROVAL FROM THEADJACENT OWNER.15.ALL CUT AND FILL SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED ON PLANS OR DETAILS.SEDIMENT BASIN EMBANKMENTS MAY BE SET AT 2:1 SLOPE. MAINTAIN MINIMUM 2% SLOPE ON ALL DITCHCENTERLINES, UNLESS NOTED OTHERWISE. MINIMUM 2% SLOPE ON ALL SHEET FLOW, UNLESS NOTED OTHERWISE.KEEP A MINIMUM OF 0.5% SLOPE ON ALL CURBS, UNLESS NOTED OTHERWISE.16.THE DENUDED AREA LIMIT SHOWN ON THIS PLAN IS THE MAXIMUM AREA TO BE CLEARED.17.ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES.18.ALL FILLED BUILDING LOTS MUST BE PLACED IN MAXIMUM 1 FOOT LIFTS TO A MINIMUM 95% COMPACTION. NC STATEBUILDING CODE STANDARDS FOR 2,000 PSF MINIMUM COMPACTION IS REQUIRED IN BUILDING AREA.19.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANYSTRUCTURES AND/OR OBSTRUCTION TO PREVENT STORM WATER FLOW IS PROHIBITED.20.THE CONTRACTOR SHALL PREVENT THE MIGRATION OF SEDIMENT FROM THE SITE AT ALL TIMES.21.PERMANENT DITCHES AND STORM DRAINAGE PIPES SHALL BE MAINTAINED BY THE TOWN OF GRANITE QUARRY INTHE PUBLIC STORM DRAINAGE EASEMENTS AND SHALL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION IN THEPRIVATE STORM DRAINAGE EASEMENTS. SEE PLAN SHEETS 2L-5 & 2L-6 FOR DESIGNATION OF STORM DRAINAGEEASEMENTS.22.FINISHED GRADES IN THE STORM DRAINAGE EASEMENTS SHALL NOT EXCEED A 15% LONGITUDINAL SLOPE OR A 5%CROSS SLOPE TO PROVIDE VIABLE ACCESS FOR VEHICULAR MAINTENANCE.EX. PROPERTY LINEEX. PROPERTY LINE
EX. PROPERTY LINE
EX. PROPERTY LINEEX. PROPERTY LINE
9-1019-100
TOP @ 734.0(3:1)728'730732(2
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(
7
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(
7
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(720
)EXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWRONALD EUGENE EARNHARDTWIFE, DONNA B. EARNHARDTDB 830-873TAX PID 405 081RONALD E. EARNHARDT &DB 1169-436DB 1071-108TAX PID 405 007FRANKLIN LEE EARNHARDTTAX PID 405 082TODD B. HAYDEN &WIFE, LAURIE B. HAYDEN(ESTATE FILE 92E-519)DB 704-69TAX PID 404 060000001POSSIBLE OVERLAP OF ADJOININGTO BE A PAPERWORK MISTAKE.PROPERTY LINES. THIS APPEARSTHE CREEK IS THE LINE.MARY B. MCMILLAN &HUSBAND, LINDSEY B. MCMILLANDB 650-250TAX PID 404 104EX. WETLANDZONE RSZONE RSZONE RAZONE RAZONE RA30' UNDISTURBED STREAM BUFFER30' UNDISTURBED STREA
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)SFLIMITS OFGRADING(TYPICAL)SEEDBED PREPARATION NOTES:GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NOGREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFTEXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BEPLANTED OR OTHERWISE PROVIDED WITH COVER DEVICES, OR STRUCTURES SUFFICIENT TORETAIN EROSION.GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACTCOMPRISING OF MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE ISUNCOVERED, PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALLBE ACCOMPLISHED BY THE CONTRACTOR WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYSFOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD ISSHORTER.1.SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.2.AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP.TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.3.LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THESURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCEOF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADESSHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.4.IF NO SOIL TEST IS TAKEN, FERTILIZE AND LIME ACCORDING TO SEEDING SPECIFICATIONS.5.IF SOIL TEST IS TAKEN PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.6.LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURINGSEEDBED PREPARATION7.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, USDA, U.S. SCS, ANDROWAN COUNTY EROSION CONTROL ORDINANCE.8.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSIONCONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALLMAINTAIN CLOSE CONTACT WITH THE ROWAN COUNTY EROSION INSPECTOR SO THATPERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OFCONSTRUCTION.SEEDING SCHEDULE:1.ALL OPEN AREAS WILL BE SEEDED WITH KY 31 FESCUE.2.LIME WILL BE APPLIED AT 4000 LBS/ACRE.3.SEED WILL BE APPLIED AT 250 LBS/ACRE.4.FERTILIZER WILL BE APPLIED AS 10-10-10 AT 1500LBS/ACRE.5.STRAW MULCH WILL BE APPLIED AT 1-1/2 TONS/ACRE ANDASPHALT TACKED AT 225 GALLONS/ACRE6.ADD 30 LBS./ACRE ANNUAL RYE GRASS TO KY31 FESCUE IFSEEDING BETWEEN NOVEMBER AND FEBRUARY.7.DITCH BANKS TO HAVE LESPEDEZA AND BERMUDA ADDEDTO SEED MIX AT 1/2 RECOMMENDED RATE IF SEEDING INMAY, JUNE, JULY, OF AUGUST (1/2 KY 31, 1/4 LESPEDEZA,1/4 BERMUDA).EROSION CONTROL NOTES:1.TOTAL SITE AREA = 114.6 ACRES; PHASE 2 LIMITS = .2.PHASE 2 TOTAL DISTURBED/DENUDED AREA= ±35.0 ACRES3.SOIL TYPE = VANCE (VaB, VaC, VnB2, VnC2), CECIL (CeB2, CcB), CHEWACLA(ChA), PACOLET (PcC2), DOGUE (DoB), RIVERVIEW (RvA)4.SEE THIS SHEET FOR SEEDING SCHEDULE.5.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT.6.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATIONOF THE COUNTY'S EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.7.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLANIS A VIOLATION OF THE COUNTY'S EROSION CONTROL ORDINANCE AND IS SUBJECTTO A FINE.8.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE SHOWN ON THE PLAN. THE CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON GRADED SLOPES WITHIN 21 CALENDAR DAYS OF COMPLETION OFGRADING.9.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY A REPRESENTATIVE OF THE ROWAN COUNTY EROSION CONTROL DEPARTMENT.10.ANY LAND-DISTURBING ACTIVITY > 5 ACRES REQUIRES COMPLIANCE WITH ALLCONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCGO 10000).ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAYREQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OFENVIRONMENT QUALITY RESOURCES, DIVISION OF ENERGY, MINERAL & LANDRESOURCES (NCDEQ-DEMLR). FOR QUESTIONS CONTACT MOORESVILLE REGIONALOFFICE WATER QUALITY STAFF AT 704-663-1699.11.A CLEAR WIDTH OF 10' MINIMUM SHALL BE PROVIDED BETWEEN THE TOE OF FILLSLOPE AND TOP OF BANK FOR ALL INTERMITTENT OR PERENNIAL STREAMS.12.SILT FENCE SHALL BE ANCHORED WITH WASHED STONE WHEN PLACED ALONG ANINTERMITTENT OR PERENNIAL STREAM.PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDSKIMMER(TYPICAL)102L-14PROPOSEDSKIMMER(TYPICAL)102L-14TEMPORARY SKIMMER BASIN #8PRE DA = ±3.0 AC(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)TEMPORARY
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)TEMPORARY SKIMMER BASIN #10PRE DA = ±5.0 AC(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)TEMPORARY SKIMMER BASIN #9PRE DA = ±2.5 AC(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)TEMPORARY SKIMMER BASIN #12PRE DA = ±5.0 AC(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)TEMPORARY SKIMMER BASIN #11PRE DA = ±8.5 AC(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)PROPOSEDGRASSEDSPILLWAY,82L-11PROPOSEDGRASSEDSPILLWAY,82L-11PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSEDRIPRAP ATFLARED ENDSECTION , TYP.10&112L-17PROPOSEDRIPRAP ATHEADWALL,TYP.10&112L-17PROPOSEDTEMPORARY15" SLOPEDRAIN(TYPICAL)92L-1542L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-1592L-15LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)PROPOSEDTEMPORARYCONSTRUCTIONENTRANCELIMITS OFGRADING(TYPICAL)TEMPORARYCOMPOST SOCK, TYP.32L-15TEMPORARYCOMPOST SOCK, TYP.32L-15TEMPORARYCOMPOST SOCK, TYP.32L-15TEMPORARYCOMPOST SOCK, TYP.82L-14TEMPORARYDIVERSION DITCH, TYP.62L-15TEMPORARYDIVERSION DITCH, TYP.82L-14TEMPORARYDIVERSION DITCH, TYP.82L-1482L-1462L-15TREE PROTECTIONFENCE, TYP.62L-14TREE PROTECTIONFENCE, TYP.62L-14CONSTRUCTION SEQUENCE - STREAMCROSSING :1.OBTAIN EROSION CONTROL PLAN APPROVAL FROM THE ROWAN COUNTYENVIRONMENTAL MANAGEMENT.2.REQUEST PRE-CONSTRUCTION MEETING WITH ROWAN COUNTY EROSION CONTROLINSPECTOR, LLOYD PACE AT 704-216-8598.3.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.4.STAKE CLEARING LIMIT, INSTALL TREE PROTECTION FENCE, DOUBLE SILT-FENCE WITHHIGH HAZARD FENCE ON THE LOWER ROW, TEMPORARY DIVERSION DITCHES CLEARINGONLY AS NECESSARY TO INSTALL THE CULVERT 9-100 / 9-101, 9-200 / 9-201 AND/OR 9-300 /9-301.5.CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROLDEVICES AND STRUCTURES.6.CONTRACTOR SHALL CONSTRUCTION WITHIN A PERIOD OF DRY WEATHER (48 HOUR TO72 HOUR MAXIMUM) USING ROCK DAMS WITHIN THE EXISTING CREEK'S CHANNEL.7.PROVIDE TEMPORARY BYPASS PIPING, OR PUMP BASE FLOW AROUND THECONSTRUCTION AREA. ALSO SEE DETAIL #3 THIS SHEET FOR CONSTRUCTION WITHINCREEK BANK.8.INSTALL BAGGED STONE OR BAGGED SAND AND PVC SHEET TEMPORARY COFFER DAMSAND MAINTAIN PUMP-AROUND THRU DURATION OF CULVERT AND BACKFILL PLACEMENT.9.CONTRACTOR TO INSTALL DOUBLE SILT FENCE (WITH 5' SEPARATION) AT LEAST 15' FROMTHE TOP OF BANK ON BOTH SIDES OF STREAM. IF THE FORCAST CALLS FOR RAIN.10.PER FIELD OBSERVATION AND WETLAND/STREAM FIELD DETERMINATION, THE EXISTINGCREEK ESTIMATED BASE FLOW IS 20 GPM (0.05 CFS)11.CONTRACTOR TO PROVIDE 2.5' MIN. HIGH COFFERDAM IMMEDIATELY UPSTREAM OFCULVERT CONSTRUCTION AREA. SANDBAGS MAY BE USED TO BUILD COFFERDAM.PROVIDE 2' COFFERDAM DOWNSTREAM.12.CONTRACTOR IS TO PROVIDE TEMPORARY ON-SITE DEWATERING PUMP AS NEEDED TOKEEP TRENCH EXCAVATION FOR CULVERT INSTALLATION FREE OF WATER. SEE DETAIL #2THIS SHEET).13.TEMPORARY BYPASS PUMP-AROUND (CLEAN WATER) MAY NOT DISCHARGE IN THE AREADRAINING TO THE SEDIMENT BASIN. TEMP. PUMP-AROUND OUTLET MUST DISCHARGE INA NON-EROSIVE MANNER.14.TEMPORARY DEWATERING FOR TRENCHING (MUDDY WATER) MAY NOT DISCHARGE INTHE AREA DRAINING TO THE SEDIMENT BASIN. TEMP. DEWATERING OUTLET MUSTDISCHARGE INTO A FILTER MEDIA BLADDER.15.INSTALL PERMANENT CULVERTS. PUMP-AROUND MAY BE DISCONTINUED WHILEHEADWALLS ARE UNDER CONSTRUCTION.16.REMOVE TEMPORARY ROCK DAMS AND PUMP-AROUND PIPE & DISCHARGE OUTLET ONCEWATER CAN BE DIVERTED INTO NEW CULVERT.17.INSPECT PERMANENT STREAM CROSSINGS PERIODICALLY AND AFTER MAJOR STORMSTO CHECK FOR CHANNEL BLOCKAGE, EROSION OF ABUTMENTS, CHANNEL DEGRADATION,SLOPE FAILURE, AND PIPING. MAKE ALL NEEDED REPAIRS IMMEDIATELY TO PREVENTFURTHER DAMAGE TO THE INSTALLATION.18.ALL HEAVY EQUIPMENT SHALL BE KEPT OUT OF EXISTING CHANNELS BEYOND LIMITS OFWORK ZONE (OUTSIDE OF COFFER DAMS).CONSTRUCTION SEQUENCE:PRE-CONSTRUCTION PHASE1.REQUEST PRE-CONSTRUCTION MEETING WITH ROWAN COUNTY EROSION CONTROL INSPECTOR, LLOYD PACE AT704-216-8598.2.INSTALL STONE CONSTRUCTION ENTRANCE AND INITIAL EROSION DEVICES PER INSPECTOR.3.INFORM INSPECTOR OF COMPLETION OF INITIAL DEVICE INSTALLATION AND REQUEST AN INSPECTION FORCOMPLIANCE WITH STANDARDS.CLEARING AND GRUBBING PHASE4.BEGIN CLEARING AND GRADING OPERATIONS. INSTALL REMAINING FINAL PHASE EROSION CONTROL DEVICES AS SOONAS POSSIBLE DURING CONSTRUCTION. CONTRACTOR SHALL PREVENT THE MIGRATION OF SEDIMENT FROM THE SITEAT ALL TIMES.SITE IMPROVEMENTS PHASE5.RECEIVE APPROVAL FOR IMPROVEMENT CONSTRUCTION.6.BEGIN STORM DRAINAGE AND OTHER INFRASTRUCTURE CONSTRUCTION. SEED AND FERTILIZE DENUDED AREASWITHIN 15 DAYS AFTER COMPLETION OF GRADING, AS INDIVIDUAL AREAS ARE COMPLETED.7.COMPLETE SITE CONSTRUCTION AND STABILIZE SITE.8.RECEIVE APPROVAL FROM ROWAN COUNTY EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF TEMPORARYEROSION CONTROL DEVICES AND STABILIZE THOSE LOCATIONS IMMEDIATELY AFTER REMOVAL.PROPOSEDTEMPORARYCONSTRUCTIONENTRANCEPROPOSEDCULVERT CROSSINGSEE SHEET 2L-23PROPOSEDCULVERT CROSSINGSEE SHEET 2L-23PROPOSEDCULVERT CROSSINGSEE SHEET 2L-231" = 80'2L-7INITIAL EROSION CONTROL PLAN7EXISTING PROPERTY LINENo.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EC-INITIAL.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS160080320NOTE:SEE SHEETS 2L-9 & 2L-10 FOR FINAL EROSION CONTROL PLAN.LEGENDEXISTING 10' CONTOURPROPERTY LINEEXISTING 2' CONTOUR1L-5DETAIL KEYDETAIL#SHEET#ROCK COMPOST SOCKTEMPORARY DIVERSION DITCHHIGH HAZARD SILT FENCEEXISTING WETLANDSLIMITS OF DISTURBANCE742100 YR. FLOODWAY(based on FEMA 1979 maps)DSFTDEXISTING PROPERTY LINEEXISTING PROPERTY LINEE
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-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EC-INITIAL.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSNOTE:SEE SHEET 2L-7 FOR INITIAL EROSION CONTROL PLAN.SEE SHEETS 2L-9 & 2L-10 FOR FINAL EROSION CONTROL PLAN.80040160PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDGRASSEDSPILLWAY,82L-11PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-1592L-15PROP. TEMP. WASHED SANDFILTER ROCK CHECK DAM,TYPICALPROPOSEDRIPRAP ATFLARED ENDSECTION , TYP.10&112L-1792L-15PROP. TEMP. WASHED SANDFILTER ROCK CHECK DAM,TYPICALPROPOSEDRIPRAP ATFLARED ENDSECTION , TYP.10&112L-17PROPOSEDSKIMMER(TYPICAL)102L-14PROPOSEDSKIMMER(TYPICAL)102L-14LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)LIMITS OFGRADING(TYPICAL)DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSED RIP RAPPLUNGE POOL (TYP.)22L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-15PROPOSEDTEMPORARY15" SLOPE DRAIN(TYPICAL)42L-15PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDPOROUSBAFFLES(TYPICAL)112L-14PROPOSEDGRASSEDSPILLWAY,82L-11STONE WEIR122L-14STONE WEIR(TYP.)122L-14STONE WEIR122L-14STONE WEIR122L-14122L-15PROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.ADDITIONALSTORAGE
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+20 00+2100+2200+2300+2400+2500+2600+2700+2800+2900+3000+3100+3200+100+200+300+400+500----EXISTING PHASE 1
PHASE 2
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1" = 50'2L-9FINAL EROSION CONTROL PLAN9NOTE:THE CONTRACTOR SHALL PREVENT THE MIGRATION OF SEDIMENT FROMTHE SITE AT ALL TIMES.No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
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100050200AS NOTED2L-10FINAL EROSION CONTROL PLANCONSTRUCTION SEQUENCE:PRE-CONSTRUCTION PHASE1.REQUEST PRE-CONSTRUCTION MEETING WITH ROWANCOUNTY EROSION CONTROL INSPECTOR. 704-216-85982.INSTALL STONE CONSTRUCTION ENTRANCE AND INITIALEROSION DEVICES PER INSPECTOR.3.INFORM INSPECTOR OF COMPLETION OF INITIAL DEVICEINSTALLATION AND REQUEST AN INSPECTION FORCOMPLIANCE WITH STANDARDS.CLEARING AND GRUBBING PHASE4.BEGIN CLEARING AND GRADING OPERATIONS. INSTALLREMAINING FINAL PHASE EROSION CONTROL DEVICES ASSOON AS POSSIBLE DURING CONSTRUCTION. CONTRACTORSHALL PREVENT THE MIGRATION OF SEDIMENT FROM THESITE AT ALL TIMES.SITE IMPROVEMENTS PHASE5.RECEIVE APPROVAL FOR IMPROVEMENT CONSTRUCTION.6.BEGIN STORM DRAINAGE AND OTHER INFRASTRUCTURECONSTRUCTION. SEED AND FERTILIZE DENUDED AREASWITHIN 15 DAYS AFTER COMPLETION OF GRADING, ASINDIVIDUAL AREAS ARE COMPLETED.7.COMPLETE SITE CONSTRUCTION AND STABILIZE SITE.8.RECEIVE APPROVAL FROM ROWAN COUNTY EROSIONCONTROL INSPECTOR PRIOR TO REMOVAL OF TEMPORARYEROSION CONTROL DEVICES AND STABILIZE THOSELOCATIONS IMMEDIATELY AFTER REMOVAL.SEEDBED PREPARATION NOTES:GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NOGREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFTEXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BEPLANTED OR OTHERWISE PROVIDED WITH COVER DEVICES, OR STRUCTURES SUFFICIENT TORETAIN EROSION.GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACTCOMPRISING OF MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE ISUNCOVERED, PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALLBE ACCOMPLISHED BY THE CONTRACTOR WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYSFOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD ISSHORTER.1.SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.2.AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP.TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.3.LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THESURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCEOF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADESSHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.4.IF NO SOIL TEST IS TAKEN, FERTILIZE AND LIME ACCORDING TO SEEDING SPECIFICATIONS.5.IF SOIL TEST IS TAKEN PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.6.LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURINGSEEDBED PREPARATION7.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, USDA, U.S. SCS,ROWAN COUNTY EROSION CONTROL ORDINANCE.8.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSIONCONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALLMAINTAIN CLOSE CONTACT WITH THE ROWAN COUNTY EROSION INSPECTOR SO THATPERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OFCONSTRUCTION.SEEDING SCHEDULE:1.ALL OPEN AREAS WILL BE SEEDED WITH KY 31 FESCUE.2.LIME WILL BE APPLIED AT 4000 LBS/ACRE.3.SEED WILL BE APPLIED AT 250 LBS/ACRE.4.FERTILIZER WILL BE APPLIED AS 10-10-10 AT 1500LBS/ACRE.5.STRAW MULCH WILL BE APPLIED AT 1-1/2 TONS/ACRE ANDASPHALT TACKED AT 225 GALLONS/ACRE6.ADD 30 LBS./ACRE ANNUAL RYE GRASS TO KY31 FESCUE IFSEEDING BETWEEN NOVEMBER AND FEBRUARY.7.DITCH BANKS TO HAVE LESPEDEZA AND BERMUDA ADDEDTO SEED MIX AT 1/2 RECOMMENDED RATE IF SEEDING INMAY, JUNE, JULY, OF AUGUST (1/2 KY 31, 1/4 LESPEDEZA,1/4 BERMUDA).EROSION CONTROL NOTES:1.TOTAL SITE AREA = 114.6 ACRES; PHASE 1 LIMITS = 41.5 ACRES.2.PHASE 1 TOTAL DISTURBED/DENUDED AREA= 39 ACRES(INCLUDES TEMP. CONST. ACCESS ROAD WHICH CROSSES PH. 2B)3.SOIL TYPE = VANCE (VaB, VaC, VnB2, VnC2), CECIL (CeB2, CcB), CHEWACLA (ChA)PACOLET (PcC2), DOGUE (DoB), RIVERVIEW (RvA)4.SEE THIS SHEET FOR SEEDING SCHEDULE.5.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT.6.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OFTHE COUNTY'S EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.7.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE COUNTY'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.8.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE SHOWN ON THE PLAN. THE CONTRACTOR SHALL ESTABLISH GROUND COVERON GRADED SLOPES WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING.9.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE ROWAN COUNTY EROSION CONTROL DEPARTMENT.10.ANY LAND-DISTURBING ACTIVITY > 5 ACRES REQUIRES COMPLIANCE WITH ALLCONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCGO 10000). ANYPERMIT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIREENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,HEALTH, AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLEREGIONAL OFFICE WATER QUALITY STAFF AT 663-1699)11.A CLEAR WIDTH OF 10' MINIMUM SHALL BE PROVIDED BETWEEN THE TOE OF FILL SLOPEAND TOP OF BANK FOR ALL INTERMITTENT OR PERENNIAL STREAMS.12.SILT FENCE SHALL BE ANCHORED WITH WASHED STONE WHEN PLACED ALONG ANINTERMITTENT OR PERENNIAL STREAM.10NOTE:SEE SHEET L-18 FOR EROSION CONTROL-FINAL PHASE DRAINAGE AREASNOTE:THE CONTRACTOR SHALL PREVENT THE MIGRATION OF SEDIMENT FROMTHE SITE AT ALL TIMES.No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSLEGENDEXISTING 10' CONTOURPROPERTY LINEEXISTING 2' CONTOURPOST-DEVELOPMENT DRAINAGE AREA1L-5DETAIL KEYDETAIL#SHEET#HIGH HAZARD SILT FENCEEXISTING WETLANDSLIMITS OF DISTURBANCE100 YR. FLOODLINE(based on FEMA 1979 maps)DSFPOSSIBLE STOCKPILE /TOPSOIL BORROW PITPROPOSEDTEMPORARYSILT FENCEOUTLET, TYP.122L-15DOUBLE ROW OFHIGH HAZARDTEMPORARYSILT FENCING,TYP.32L-14PROPOSEDSKIMMER(TYPICAL)102L-14 TEMPORARY SKIMMER BASIN #8(SEE SHEET 2L-8 FOR VOLUME STAGESTORAGE CHART & DETAILS)PROPOSEDGRASSEDSPILLWAY,82L-11PROPOSEDRIPRAP ATFLARED ENDSECTION , TYP.10&112L-1792L-15LIMITS OFGRADING(TYPICAL)EXISTING PROPERTY LINEPROP. TEMP.WASHED SANDFILTER ROCKCHECK DAM,TYPICALTEMPORARY BENCHMARKTOP IF REBARN=678,447.5543'E=1,562,904.6635'ELEV.=743.98'NAVD-2003EXISTING PROPERTY LINEEXISTING PROPERTY LINE
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732 730732TOP @ 729.5'721.5'714'722'716'718'716'718'7347-336A714728724No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS800401602L-11STORMWATER BMP POND PLAN & DETAILS111.REFER TO SHEETS 2L-7 THRU 2L-11 FOR ALL EROSIONCONTROL MEASURES.2.SEE SHEETS 2L-5 & 2L-6 FOR GRADING AND STORMDRAINAGE PLAN AND NOTES.3.ONLY AFTER ALL RELATED UPSTREAM DRAINAGE ARE BUILTOUT, SEEDED, AND STABILIZED, CONVERT SKIMMER BASINS(MODIFIED) 7-8 TO THE PERMANENT BMP POND.4. GENERAL OPERATION AND MAINTENANCE TASKS AREIDENTIFIED HERE, BUT ALL OPERATION AND MAINTENANCESHALL BE CONDUCTED PER CITY OF CONCORD UDO,SECTION 10, AND NCDENR'S STORMWATER BESTMANAGEMENT PRACTICES MANUAL. CITY STORMWATERSTAFF WILL PERFORM AN ANNUAL INSPECTION OF BMPFACILITY AND OWNER'S INSPECTION AND MAINTENANCERECORD.NOTES:PROP. EARTH EMBANKMENT @ 95% COMPACTIONMINIMUM. FILL MATERIALS, EXACT COMPACTION RATE,MOISTURE CONTENT, AND METHODOLOGY ARE TO BERECOMMENDED, TESTED AND CERTIFIED BYGEOTECHNICAL ENGINEER. TYPICAL FOR ALL PONDS.PRE-CON MEETING WITH CITY INSPECTOR & GEOTECHENGINEER IS REQUIRED PRIOR TO STARTING ANYEMBANKMENT WORK.OUTLET CONTROL STRUCTURE RISER NOTES:1. ALL PRE-CAST SECTIONS TO BE ATTACHED AND REMAIN WATER TIGHT TOPREVENT FLOATATION.2.PRECAST RISER TOP SECTION WITH A MINIMUM 4 FT. HEIGHT AS A SINGLE PIECE.3.PRECAST RISER BASE SECTION AS A SINGLE PIECE TO 12" OVER OUTFALL PIPE.4.ALL CONCRETE TO BE 3000 PSI.ATTENTION! ATTENTION!VEGETATIVE SHELF (TOTAL AREA: ±4,500 SF) CARDINAL FLOWERLobelia cardinalis0.25 PLANTS/SF375JOE PYE WEEDEupatoriadelphyus Dubius0.25 PLANTS/SF375 MARSH MALLOWHibiscus moscheutos0.25 PLANTS/SF375SP#4 or 1 LG. BR.1 GAL. or 1 LG. BR.#SP4 CG SOUTHERN BLUE FLAGIris virginica0.5 PLANTS/SF366 DUCK POTATOSagittaria latifolia3660.5 PLANTS/SFSWEET FLAGAcorus calamus3660.5 PLANTS/SFLG. BR., @ 2' O.C.LG. BR., @ 2' O.C.Plugs @ 1.0' O.C.SHALLOW WATER ZONE (AREA: ±2,200 SF)IMPORTANT MAINTENANCE PROCEDURES FOR WET PONDS INCLUDE:1.IMMEDIATELY AFTER THE WET POND IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF ANDPERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOMEESTABLISHED (COMMONLY SIX WEEKS).2.NO PORTION OF THE WET POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT ISREQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.3. GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE SEDIMENTLOAD TO THE WET POND.4. IF THE POND MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OFSEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED AS MUCH AS POSSIBLE.5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.AFTER THE WET POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE EVERY THREE MONTHS.RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUST BEAVAILABLE UPON REQUEST. INSPECTION ACTIVITIES SHALL BE PERFORMED AS DESCRIBED IN TABLE 4.ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.OUTFLOWMODIFIEDVEGETATIVE PLANTING PLANWIND
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'734'730'80040160AS NOTED2L-12STORMWATER BMP POND PLAN & DETAILS12No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSOUTFLOW5%REFER TO THE LATEST NCDENR FOR BMP OPERATION AND MAINTENANCE AGREEMENT, PLAN & CHECKLIST, THATINCLUDES ACCESS REQUIREMENT, INSPECTION GUIDELINES, MAINTENANCE RESPONSIBILITIES, EMERGENCYMAINTENANCE, & RECORD-KEEPING, ETC. LISTED BELOW ARE RECOMMENDED MAINTENANCE AND INPSECTIONSCHEDULE.GENERAL MAINTENANCE:·MOW SIDE SLOPES ACCORDING TO THE SEASON AND SPECIES OF VEGETATION.·INVASIVE SPECIES SHALL BE REMOVED WHEN THEY SURFACE IN THE BMP AREA.·ALL COMPONENTS OF THE ENGINEERED STRUCTURES ARE TO BE KEPT IN GOOD WORKING ORDER.·IN CASE THE OWNERSHIP OF THE STORMWATER CONTROL STRUCTURE TRANSFERS, THE CURRENT OWNERSHALL, WITHIN THIRTY (30) DAYS OF TRANSFER OF OWNERSHIP, NOTIFY THE CITY ENGINEERINGDEPARTMENT, STORMWATER MANAGEMENT DIVISION OF SUCH OWNERSHIP TRANSFER.MONTHLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES:·REMOVE DEBRIS AND SEDIMENT FROM BMP & TRASH RACK.·REMOVE SILT FROM DISCHARGE OPENING & GRATES·CHECK AND CLEAR ORIFICE OF ANY OBSTRUCTIONS.·CHECK POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREAS BEFORE NEXT RAINFALL.QUARTERLY:·INSPECT THE COLLECTION SYSTEM (I.E., CATCH BASIN, PIPING, GRASSED SWALES) FOR PROPERFUNCTIONING.·CLEAR ACCUMULATED TRASH FROM BASIN GRATES, AND BASIN BOTTOMS, AND CHECK PIPING FOROBSTRUCTIONS.·CHECK BMP INLET PIPES FOR UNDERCUTTING. REPAIR IF NECESSARY.·REPAIR ANY BROKEN PIPES.·REPLACE RIP RAP THAT IS CHOKED WITH SEDIMENT.·RESEED GRASSED SWALES TWICE YEARLY. REPAIR ERODED AREAS IMMEDIATELY.·INSPECT CONDITION OF SAND MEDIA, REPAIR/REPLACE AS NECESSARY.YEARLY/ANNUALLY:·REMOVE ACCUMULATED SEDIMENT FROM BOTTOM OF OUTLET STRUCTURE.·CHECK AVAILABLE PONDING DEPTHS AT SEVERAL LOCATIONS IN THE FOREBAY/SEDIMENT BASIN USING THEMEASURING DEVICE. THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BESUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATEDSEDIMENTS.·INSPECT CONDITION OF SAND MEDIA. SKIM 1ST LAYER OF SAND MEDIA AND REMOVE AS NECESSARY.(REPLACE ENTIRE SAND MEDIA SECTION APPROXIMATELY ONCE EVERY 3 YEARS, AS NECESSARY)·SHOULD THE SAND MEDIA BECOME CONTAMINATED, THE ENTIRE SAND MEDIA LAYER IS TO BE REPLACED.·PUMP OILS AND GRIT FROM SEDIMENT CHAMBER.GENERAL NOTES:1.REFER TO THE LATEST NCDNER STORMWATER BMP MANUAL, FOR COMPLETEREFERENCE TO DETAILED DESIGN INFORMATION & SAFETY FEATURES; VEGETATION,LANDSCAPING AND SOIL COMPOSITION SPECIFICATIONS, PLANTS LIST AND SPACINGREQUIREMENTS, AS APPLICABLE.2.REFER TO NCDNER MANUAL, SECTION 10 FOR FINAL STORMWATER MANAGEMENTPLAT(S); SECTION 11 AND APPENDIX G FOR BMP OPERATION AND MAINTENANCEAGREEMENT; SECTION 12 FOR AS-BUILT PLAN REQUIREMENTS; SECTION 13 FORGENERAL BMP CONSTRUCTION PRACTICES; & SECTION 15 FOR REQUIREDINSPECTIONS (QUALIFICATIONS, CRITERA, & REPORT).3.ALSO REFER TO NCDENR. PCO MAINTENANCE HANDBOOK FOR ROUTINE MAINTENANCETASKS AND SCHEDULE, MAJOR MAINTENANCE ACTIVITIES, AS WELL AS DETAILEDINSPECTION CHECKLISTS.NOTES:1.CONTRACTOR MUST CONSTRUCT ALL BMPs TO THE MINIMUM DESIGN SURFACEAREA AND VOLUME AS SPECIFIED.2.CONVERT TO BMP SAND FILTER(S) AND WET DETENTION POND FINALCONDITION ONLY AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA ISSTABILIZED. THE FILTER'S SAND BED MUST ONLY BE CONSTRUCTEDAFTER SITE CONSTRUCTION IS COMPLETED AND UPSTREAM DRAINAGEAREA IS COMPLETELY STABILIZED.3.WHEN CONVERTING BASINS TO BMP SAND FILTERS, CONTRACTOR SHALLEXCAVATE MIN. 1% SLOPE TO EXISTING (FLAT) BASIN BOTTOM WHILEMAINTAINING APPROVED DESIGN SPECIFICATIONS SHOWN.1.REFER TO THE LATEST CHARLOTTE-MECKLENBURG STORMWATER BMP MANUAL, CHAPTER 6 FOR LANDSCAPE AND SOILCOMPOSITION SPECIFICATIONS, APENDIX A & D FOR PLANTS LIST AND SPACING REQUIREMENTS, AND CHARLOTTE MECKL PCCOADMINISTRATIVE CODE, SECTION 6, AND APPENDICES G1, G2, & G3 FOR BMP OPERATION AND MAINTENANCE AGREEMENT, PLAN &CHECKLIST.2.IF SUGGESTED PLANT SPECIES IS NOT AVAILABLE, A SUITABLE REPLACEMENT SHALL BE SELECTED FROM APPROVED PLANT LIST INAPPENDIX D OF THE LOCAL MECKLENBURG BMP DESIGN MANUAL AND APPROVED BY SITE INSPECTOR OR A DPR ASSOCIATESLANDSCAPE ARCHITECT.3.NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET PIPES, OR MANMADE DRAINAGE STRUCTURESSUCH AS SPILLWAYS OR FLOW SPREADERS. SPECIES WITH ROOTS THAT SEEK WATER (E.G., WILLOW AND POPLAR), SHOULD BEAVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES.4.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHESIN DIAMETER.5.THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASETHE PH OR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOILPRIOR TO USE.6.NO MATERIAL STORAGE OR HEAVY EQUIPMENT SHOULD BE ALLOWED WITHIN THE STORMWATER BMP FACILITY AREA AFTER SITECLEARING AND GRADING HAVE BEEN COMPLETED, EXCEPT TO EXCAVATE AND GRADE AS NEEDED TO CONSTRUCT THE BMP.7.EXCAVATION SHOULD NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS.8.EXCAVATION SHOULD BE PERFORMED BY MACHINERY OPERATING ADJACENT TO THE BMP FACILITY AREA AND NO HEAVYEQUIPMENT WITH NARROW TRACKS, NARROW TIRES, OR LARGE LUGGED, HIGH PRESSURE TIRES SHOULD BE ALLOWED ON THEBOTTOM OF BIORETENTION OR INFILTRATION BMPS.9.IF MACHINERY MUST OPERATE IN A BMP FACILITY FOR EXCAVATION, THEN USE LIGHTWEIGHT, LOW GROUND-CONTACT PRESSUREEQUIPMENT AND SCARIFY THE BASE AT COMPLETION TO REFRACTURE THE SUBSOIL AS DEEP AS EQUIPMENT WILL ALLOW. INOTHER CASES WHERE EXFILTRATION IS A CONCERN (E.G., STORMWATER WETLANDS), IT IS DESIRABLE TO COMPACT THE SOIL TOFORM AN IMPERMEABLE BARRIER BETWEEN THE BOTTOM OF THE WETLAND AND THE SURROUNDING NATIVE SOILS.10.IF EXISTING AREAS SURROUNDING THE STORMWATER BMP FACILITY ARE DISTURBED BY CONSTRUCTION, THEN THE TOP 6 TO 8INCHES OF SOIL SHOULD BE TILLED. NO TILLING SHALL OCCUR WITHIN THE DRIP LINE OF EXISTING TREES.11.AFTER TILLING IS COMPLETED, NO OTHER CONSTRUCTION TRAFFIC SHALL BE ALLOWED IN THE AREA, EXCEPT FOR PLANTING ANDRELATED WORK.12.ALL CONSTRUCTION AND OTHER DEBRIS SHOULD BE REMOVED BEFORE TOPSOIL IS PLACED.13.CAP THE SCARIFIED SUB-SOIL WITH TOPSOIL OR THE SPECIFIED SOIL MIX. ON-SITE SOIL MIXING OR PLACEMENT SHOULD NOT BEPERFORMED IF THE SOIL IS SATURATED.14.THE SOIL MIXTURE SHOULD BE PLACED AND GRADED BY EXCAVATORS AND/OR BACKHOES OPERATING ADJACENT TO THE BMPFACILITY.15.THE SOIL MIXTURE SHOULD BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES PER LIFT FOR THE ENTIRE AREA OF THEBMP FACILITY.16.NOTE THAT IF TOPSOIL HAS BEEN STOCKPILED IN DEEP MOUNDS FOR A LONG PERIOD OF TIME, IT MAY BE NECESSARY TO TEST THESOIL FOR PH AS WELL AS MICROBIAL ACTIVITY. IF THE MICROBIAL ACTIVITY HAS BEEN DESTROYED, IT IS NECESSARY TO INOCULATETHE SOIL AFTER APPLICATION.REFER TO THE LATEST CHARLOTTE-MECKLENBURG PCO ADMINISTRATIVE CODE, SECTION 6, AND APPENDICES G1, G2, & G3 FOR BMPOPERATION AND MAINTENANCE AGREEMENT AND EASEMENT AGREEMENT, CHECKLIST, THAT INCLUDES ACCESS REQUIREMENT,INSPECTION GUIDELINES, MAINTENANCE RESPONSIBILITIES, EMERGENCY MAINTENANCE, FINANCIAL REPORTING & RECORD-KEEPING,ETC.1.STABLE GROUNDCOVER MUST BE PRESENT IN THE ENTIRE DRAINAGE AREA BEFORE INSTALLATION OF THE SAND FILTER ANDSHOULD BE MAINTAINED TO REDUCE THE SEDIMENT LOAD TO THE BMP.2.AFTER THE BMP IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENTGREATER THAN 1.0 INCHES. RECORDS OF OPERATION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET LOCATION AND MUSTBE AVAILABLE UPON REQUEST.3.IMMEDIATELY AFTER THE BMP IS ESTABLISHED, THE VEGETATION WITHIN THE BMP SHOULD BE WATERED TWICE WEEKLY ASNEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).4.IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THEEMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.5.ONCE A YEAR, A NORTH CAROLINA PROFESSIONAL ENGINEER OR LANDSCAPE ARCHITECT, SHOULD INSPECT THE FACILITY USINGTHE MAINTENANCE AND INSPECTION CHECKLIST WHICH SHOULD BE SEALED AND MAILED TO THE CITY.6.AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL VEGETATION THAT DO NOTSURVIVE MUST BE REPLACED. ESTABLISHMENT PROCEDURES, SUCH AS CONTROL OF INVASIVE WEEDS, ANIMAL AND VANDALEMBANKMENTAGE, MULCHING, RE-STAKING, WATERING, AND MESH OR TUBE PROTECTION REPLACEMENT, SHALL BE IMPLEMENTEDTO THE EXTENT NEEDED TO ENSURE PLANT SURVIVAL. STAKING MUST BE REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12MONTHS) TO PREVENT GIRDLING (STRANGLING) OF ALL WOODY PLANTS.31WASHED BERMUDA SODOR FILTER FABRIC W/ # 2STONE6" PERFORATED UNDERDRAIN PIPE3/8" PERFORATIONS, 3" CENTER-CENTERALONG 4 ROWS SPACED @ 90° APART @ 0.5% MIN. SLOPE(SCH 40 PVC OR DOUBLE WALL HDPE)12" OF #57 WASHED STONEW/ 4" MIN. COVER OVER PIPESNON-WOVEN FILTER FABRIC TOP AND BOTTOM OFSTONE (MIRAFI 180N OR EQUAL- MUST MEET APERMEABILITY RATE OF 75 GAL./ MIN. / SQ. FT.)2' MAX.2.5' SAND FILTER MEDIA(ASTM C-33 MEDIUMAGGREGATE CONC. SAND)SAND FILTER AREA10' MN.3311GRASS STRIPGRASS STRIP216" PVC OUTLET PIPE @ 0.5% MINTO OUTLET CONTROL STRUCTURE, 8-301CLEAN OUT, TYP2.5' MIN. DEPTHTURN OUTLET PIPEUP 90°(SEE DETAIL #3 THIS SHEET FOR STORMSTRUCTURE DATA)12" MIN. DEPTH @ THE MOST UPSTREAM SIDEOUTLET CONTROLLED STRUCTURE RISER NOTES:1. ALL PRE-CAST SECTIONS TO BE ATTACHED AND REMAINWATER TIGHT TO PREVENT FLOATATION2.PRECAST RISER TOP SECTION WITH A MINIMUM 4 FT.HEIGHT AS A SINGLE PIECE.3.PRECAST RISER BASE SECTION AS A SINGLE PIECE TO 12"OVER OUTFALL PIPE.4.ALL CONCRETE TO BE 3000 PSI.PROP. EARTH EMBANKMENT @ 95% COMPACTIONMINIMUM.FILL MATERIALS, EXACT COMPACTION RATE, MOISTURECONTENT, AND METHODOLOGY ARE TO BERECOMMENDED, TESTED AND CERTIFIED BYGEOTECHNICAL ENGINEER. TYPICAL FOR ALL PONDS.PRE-CON MEETING WITH CITY INSPECTOR & GEOTECHENGINEER IS REQUIRED PRIOR TO STARTING ANYEMBANKMENT WORK.ATTENTION! ATTENTION!NOTES:1.REFER TO SHEETS 2L-7 THRU 2L-11 FOR ALL EROSION CONTROL MEASURES.2.SEE SHEETS 2L-5 & 2L-6 FOR GRADING AND STORM DRAINAGE PLAN ANDNOTES.3.ONLY AFTER ALL RELATED UPSTREAM DRAINAGE ARE BUILT OUT, SEEDED,AND STABILIZED, CONVERT SKIMMER BASINS (MODIFIED) 7-8 TO THEPERMANENT BMP POND.4. GENERAL OPERATION AND MAINTENANCE TASKS ARE IDENTIFIED HERE, BUTALL OPERATION AND MAINTENANCE SHALL BE CONDUCTED PER CITY OFCONCORD UDO, SECTION 10, AND NCDENR'S STORMWATER BESTMANAGEMENT PRACTICES MANUAL. CITY STORMWATER STAFF WILLPERFORM AN ANNUAL INSPECTION OF BMP FACILITY AND OWNER'SINSPECTION AND MAINTENANCE RECORD.RUBY PEBBLE STF
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSPAVEMENT SCHEDULE1" ASPHALT SURFACE COURSE, SF - 9.5B8" COMPACTED, CRUSHED CONCRETEOR AGGREGATE BASE COURSE (ABC)PAVEMENT SCHEDULE2" ASPHALT SURFACE COURSE, SF - 9.5B(IN 2 - 1" LIFTS)8" COMPACTED AGGREGATE BASECOURSE2' VALLEY GUTTER5' SIDEWALKROADWAY CONSTRUCTION NOTE:ALL ROADWAYS SHALL BE CONSTRUCTED TO COMPLY WITH NCDOT STANDARDS,UNLESS MODIFIED BY THE TOWN OF GRANITE QUARRY UDO.NOTE:THE HOMEOWNER'S ASSOCIATION (HOA) SHALL BERESPONSIBLE FOR MAINTENANCE OF THE SURFACE.2.5' CURB GUTTER
NOT TO SCALE2L-14DETAILS14No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSNOT TO SCALEPOROUS BAFFLES4'-0" MAX. SPACING(TYPICAL)2'-0"3'-0"GENERAL NOTES:STABILIZED CONSTRUCTION ENTRANCEFILTER FABRIC UNDER STONE6" MINIMUM THICKNESS GRAVEL PAD100' MINIMUM100' MINIMUM/ EXISTING PAVEMENTPUBLIC STREET18' MINIMUM EXISTING GROUND-A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATEDWHERE TRAFFIC WILL ENTER OR LEAVE A CONSTRUCTION SITEON TO A PUBLIC STREET.-STONE TO BE 2-3" COARSE AGGREGATE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICHWILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE ASCONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANYMEASURES USED TO TRAP SEDIMENT. -ALL SEDIMENT SPILLED, DROPPED WASHED OR TRACKEDONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.-WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVESEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHENWASHING IS REQUIRED, IT SHALL BE DONE ON AN AREASTABILIZED WITH CRUSHED STONE WHICH DRAINS INTO ANAPPROVED SEDIMENT BASIN. -FILTER FABRIC SHALL BE MIRAFI500 OR EQUAL.1. DRIVE 5' STEEL POST AT LEAST 24" INTO SOLIDGROUND.2. USE STAPLES 1' APART HORIZONTLLY ANDVERTICALLY TO ATTACH THE FILTER FABRIC TO THEWIRE FENCE.3. SPACE THE PORUOS BAFFLES ACCORDING TO THEAPPROVED PLAN.4. THE FLOOR OF THE BASIN IN THE OUTLET ZONEAND BERMS SHOULD BE SEEDED IMMEDIATELLYAFTER THE BASIN IS CONSTRUCTED.111FLOWFLOWFLOWFLOW5' STEEL POST8" X 6" TRENCH BACKFILLAND COMPACT FENCE ANDFABRIC BURIED IN TRENCHNOT TO SCALEINLET ZONE 35% OF SURFACE AREAINLET ZONE 25% OF SURFACE AREAINLET ZONE 25% OF SURFACE AREAOUTLET ZONE 15% OF SURFACE AREAEARTHBERMOUTLET DITCHNCDENR# 6.06NCDENR# 6.65.1TREE PROTECTION DETAILNOT TO SCALE63'-0"3'-0"NOTES:1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.3. REFER TO THE TOWN OF GRANITE QUARRY UNIFIEDDEVELOPMENT ORDINANCE CHAPTER 8 LANDSCAPING &BUFFERING SPECIFICATION REGARDING TREE PROTECTION.DRIP LINE
PLAN VIEW OF ROOT ZONE6" BARK MULCH,PLACE BARK MULCHAT AREAS NOTPROTECTED BYBARRIER.DEAD TREES AND SCRUB OR UNDERGROWTH SHALL BE CUT FLUSH WITHADJACENT GRADE. NO GRUBBINGALLOWED UNDER DRIP LINE.ONE FOOT FOR EACH INCH OFTRUNK DIAMETER OR 1/2 HEIGHTOF TREE WHICHEVER IS GREATERSEE APPROVED TREEPRESERVATION PLAN FORREQUIRED RADIUS OF TREEBARRIERFOR PRUNING SEEINTERNATIONAL SOCIETYOF ARBORICULTURESPECS.2"x4" STANDARDS + 1"x4" RAILS ORORANGE SAFETY FENCING MAY BEUSED.6' MINIMUM WIDTHFOR 2" CAL. TREES ORSMALLERTREE LIMBREMOVALNOT TO SCALEEXCAVATED PITCONCRETE WASHOUTCONCRETE WASHOUT SIGN DETAILEXCAVATED PIT CONCRETE WASHOUT14'-9" MIN3'-2"TYP4" MINSECTION B-BNOT TO SCALE3'-2"5'-0"1'-8"SECTION A-ANOT TO SCALEPLANTYPE "EXCAVATED PIT"3'-2"CONCRETEWASHOUT4NOT TO SCALECONCRETE WASHOUT PITAA5SKIMMERNOT TO SCALE102397GROUNDNATURAL2' MIN.1' MIN.FILL SLOPE2' MIN.NCDENR # 6.20NOT TO SCALETEMPORARY DIVERSION DITCHNOTES:1. DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 1%.2. REFER TO 6/ L-15 FOR LOCATION DETAIL.2:1TYP.8COMPACTEDBERM18" MIN
B
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH OUTLET STRUCTURERINVERT OF LOWEST STORM WATERDISCHARGE OPENING(MINOR STORM EVENT)GRATESCHEDULE 40 PVC PIPE(BARREL OR ARM)PVC VENTPIPESIDE VIEW(NO SCALE)FLOATOUTLET PIPEFLEXIBLE HOSE MUST BESECURELY FASTENED TO THEWATER QUALITY DISCHARGEOPENINGMAXIMUM HEIGHT OF FLOAT WHEN NO OTHERSTORM WATER DISCHARGE OPENINGS EXIST(MAJOR STORM EVENT)L = 1.4 X DEPTHTO THE OVERFLOW MINIMUM LENGTH APPLIESHSTORM WATERDISCHARGEOPENINGFLEXIBLE HOSEDRAWN BY T. R. EVANS 10/10J. W. FAIRCLOTH & SON INC.WWW.FAIRCLOTHSKIMMER.COMTELEPHONE: [phone]FAX: [phone]EMAIL: [e-mail] EMBANKMENTEMERGENCY SPILLWAYMAINTAIN DEPRESSION TOMINIMIZE CHANCE OF SKIMMERBECOMING STUCKPVC VENT PIPEWATER ENTRY UNITWITH TRASH SCREENTOP VIEWEND VIEWORIFICE OPENING INSIDE THEHORIZONTAL TUBE WITH ACONSTANT HYDRAULIC HEADFLOATWATER ENTRY UNITFLEXIBLE HOSESCHEDULE 40 PVC PIPE(BARREL OR ARM)GENERAL NOTES:1.PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.2.PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECTAMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT ACHANGE.3.EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.4.EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.5.EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THEDISCHARGE END OF THE PIPE.6.INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.7.EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, ANDINSTRUCTIONS ON WEB SITE FOR EACH SIZE.STONE WEIRNOT TO SCALE12
NOT TO SCALE2L-15DETAILS15No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EC & SD DETAILS.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS³218NOT TO SCALEEMBANKMENT MATTING DETAILNOT TO SCALETEMPORARY DIVERSION DITCH CONSTRUCTION LOCATION DETAIL6STEP 1- INITIALINSTALLATION AT TOEOF PROPOSED SLOPESTEP 2- RELOCATEDIVERSION TO TOP OF FILLSLOPE AS FILL IS PLACEDSTEP 3- RELOCATEDIVERSION TO TOP OFFILL SLOPE AS FILL ISPLACEDSTEP 4- REMOVEDIVERSION WHEN SLOPE ISVEGETATED AND WITHAPPROVAL OF SITEINSPECTORNCDENR # 6.6343EROSION CONTROL DEWATERINGNOT TO SCALE5NOT TO SCALEWASHED SAND FILTER ROCK CHECK DAM9AA6866846826
8
0
6
7
8 RIP RAPWASHED SANDRIP RAPEX. GRADE2'MIRIFIMIRIFINOTE: PROP. WASHED SAND FILTER ROCK CHECK DAM TO BEINSTALLED TO FIT THE EXIST. DRAINAGE DRAW WITH LIMITEDIMPACT. NO HEAVY EQUIPMENT IS ALLOWED AND THEY ARE TOBE REMOVED AFTER COMPLETE SITE STABILIZATION.NOT TO SCALEFUTURE DEVELOPMENTWILL EXTENDTHIS STREET101211
NOT TO SCALE2L-16DETAILS16No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EC & SD DETAILS.dwg23030523GEV.F
O
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS12345A5B876B6A9A9B
NOT TO SCALE2L-17DETAILS17No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-EC & SD DETAILS.dwg23030523GEV.F
O
N
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R
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSGRADING AT DROP INLET3SCALE: NTS1DOUBLE CATCH INLET4SCALE: NTS212"7891011NOTES0.6' MAX STONE SIZE, CLASS I0.6' MAX STONE SIZE, CLASS I0.6' MAX STONE SIZE, CLASS I0.6' MAX STONE SIZE, CLASS I0.9' MAX STONE SIZE, CLASS IIOUTLETLaW1W2*THRIPRAP SUMMARY CHART7-10012'6.0' MIN.1.00'10.8"Q(10YR)Do9.8315"7-20016'7-30020'10.5'2.33'18.9"25.1930"56.1942"13.5'1.67'7.5'13.25'18.5'23.5'7-40010' MIN.6.0' MIN.1.00'10" MIN1.7015"11.25'7-50020'9'2.00'16"2.13036"23'8-10010'4.5'1.00'10" MIN4.8218"8-20010.4818"10" MIN1.00'4.5'10'11.5'11.5'8-30010'4.0'1.00'10" MIN3.18418"11.5'0.6' MAX STONE SIZE, CLASS I0.9' MAX STONE SIZE, CLASS II0.6' MAX STONE SIZE, CLASS I34
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(740)(750)(760)(76
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(760
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(7
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3
0
)GREENWOOD DRIVE(50' ROW)CENTERLINEAPPX. BRANCHRONALD EUGENE EARNHARDTDB 830-873TAX PID 405 081DB 1071-108FRANKLIN LEE EARNHARDTTAX PID 405 082TODD B. HAYDEN &WIFE, LAURIE B. HAYDEN(ESTATE FILE 92E-519)DB 704-69TAX PID 404 060000001POSSIBLE OVERLAP OF ADJOININGTO BE A PAPERWORK MISTAKE.PROPERTY LINES. THIS APPEARSTHE CREEK IS THE LINE.MARY B. MCMILLAN &HUSBAND, LINDSEY B. MCMILLANDB 650-250TAX PID 404 104ZONE RSZONE RSZONE RAZONE RATEXT TEST RUBY PEBBLE STREET(50' ROW)R
E
D

HO
L
L
Y

R
O
A
D
(5
0
'

R
OW
)TPTPTPTP
TPTP TP
TPTP+739PRE DATO CULVERT #3 ± 53.0 AC(7
6
0
)2000100300AS NOTED2L-18STORMWATER DRAINAGE AREA PLANLEGENDEXISTING 10' CONTOURPROPERTY LINEADJACENT PROPERTY LINEEXISTING 2' CONTOURPROPOSED RIGHT OF WAY600EXISTING STREAMPROPOSED STORM DRAINAGE AREAPRE-DEVELOPMENT DRAINAGE AREALOT NUMBER1POST-DEVELOPMENT STORMWATER DRAINAGE AREAS PLAN18NOTE:PAD LOCATIONS AREAPPROXIMATE AND ARE SHOWNON THIS PLAN FOR DRAINAGECALCULATION ONLY.100 YR. FLOODLINE(based on 1979 FEMA maps)No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:LGI HOMESCONTACT: JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-11
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-SDDA.dwg23030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-11-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSPOST-DEVELOPMENT DRAINAGE AREAPRE-DEVELOPMENT STORMWATER DRAINAGE AREAS PLANPRE-DEVELOPMENT CULVERT DRAINAGE AREAS PLANPOST-DEVELOPMENT CULVERT DRAINAGE AREAS PLAN
PH2-RED HOLLY RD720730740750760770780720730740750760770780-2.08%-2.24%-3.22%2.03%5.00%7.63%PVI STA: 8+48.19PVI ELEV: 772.79'K: 30.42LVC: 330.00'BVCS: 6+83.19
BVCE: 760.20
EVCS: 10+13.19
EVCE: 767.49 HIGH PT. STA: 9+15.37HIGH PT ELEV: 769.06PVI STA: 2+51.67PVI ELEV: 740.12'K: 30.00LVC: 128.26'BVCS: 1+87.54BVCE: 741.56EVCS: 3+15.79EVCE: 741.42 LOW PT. STA: 2+54.89LOW PT ELEV: 740.80PVI STA: 3+86.06PVI ELEV: 742.85'K: 30.00LVC: 89.09'BVCS: 3+41.52BVCE: 741.94EVCS: 4+30.61EVCE: 745.07 PVI STA: 5+88.21PVI ELEV: 752.95'K: 20.00LVC: 52.64'BVCS: 5+61.89BVCE: 751.64EVCS: 6+14.53
EVCE: 754.96
STA: 0+00.00 = 38+21.80ELEV: 745.75WINDING CREEK DRIVE INTERSECTIONSTA: 4+88.21 = 0+00.00ELEV: 747.95RUBY PEBBLE DRIVE INTERSECTION
STA: 7+46.35
ELEV: 766.13
PROPERTY LINE15" RCP8-20815" RCP, CLASS IV XING8-2098-20715" RCP XING8-2108-10415" RCP XING8-1059-3009-3012 OF 42" CMP'sCROSSINGPH2-RUBY PEBBLE ST7207307407507607207307407507600+00753.7
747.95
751.5
747.320+501+00748.9
746.82
745.9
746.321+502+00743.2
745.82
742.2
745.322+503+00743.0
744.82
743.0
744.323+504+00739.9
743.82
732.9
737.174+504+88734.0 -2.08%-33.33
%
9
.
4
0%0.00%-1.00%STA: 0+00.00 = 4+88.25
ELEV: 747.95
RED HOLLY DRIVE INTERSECTION
18" RCP8-10218" RCP8-10118" RCP, O-RING15" RCP XING8-103B8-106STA: 0+12.00
ELEV: 747.70
PVI
8-103A18" RCP0+00753.1745.75748.4744.640+501+00743.5743.52738.4742.401+502+00734.7741.30731.9740.802+503+00734.9741.14742.0742.133+504+00746.5743.70751.8746.044+505+00754.3748.54753.8751.045+506+00756.2753.91
760.3
757.676+507+00763.9
761.44
766.1
764.577+508+00766.0
766.87
763.0
768.368+509+00759.4
769.02
757.4
768.869+5010+00756.3
767.88
756.810+5010+50756.8
PH2-POPLAR RIDGE DR7207307407507607707207307407507607700+00741.9
737.08
744.2
738.660+501+00746.7
741.42
749.0
744.741+502+00752.3
748.36
755.0
751.572+503+00756.6
753.93
757.8
755.543+504+00758.9
756.93
759.7
758.124+505+00761.3
759.19
761.2
760.275+505+73761.1
760.77 -2.08%3.00%2.15%5.00%7.24%PVI STA: 2+63.46PVI ELEV: 752.95'K: 29.46LVC: 125.00'BVCS: 2+00.96
BVCE: 748.43
EVCS: 3+25.96
EVCE: 754.82
PVI STA: 4+00.00PVI ELEV: 757.04'K: 118.78LVC: 100.00'BVCS: 3+50.00
BVCE: 755.54
EVCS: 4+50.00
EVCE: 758.12PVI STA: 1+02.01PVI ELEV: 741.26'K: 44.67LVC: 100.00'BVCS: 0+52.01
BVCE: 738.76
EVCS: 1+52.01
EVCE: 744.88
STA: 0+00.00 = 29+72.03
ELEV: 737.08
WINDING CREEK DRIVE INTERSECTION
7-20430" RCP XING7-20515" RCP7-20815" RCP XING7-20615"
RCP15" RCP XING15
"
RCP7-209A7-209B7-210733.3732.3119+5020+00730.9730.47728.4729.3120+5021+00724.1728.68715.5728.0921+5022+00719.3727.49718.5726.9622+5023+00719.8726.69724.2726.7023+5024+00727.2726.99728.7727.4924+5025+00728.9728.00729.6728.5125+5026+00730.6729.02
731.7
729.5326+5027+00733.3
730.04
736.0
730.7927+5028+00737.9
732.03
738.9
733.5128+5029+00740.3
734.99
741.6
736.4829+5030+00742.4
737.73
742.8
738.4930+5031+00743.6
738.99
743.7
739.4931+5032+00743.8
739.99
743.8
740.4932+5033+00744.3
740.99
746.0
741.4933+5034+00745.0
741.99
744.6
742.4934+5035+00746.0
742.99
747.7
743.4935+5036+00748.7
743.94
749.4
743.7936+5037+00750.2
743.41
751.4
743.8037+5038+00752.5
744.98
754.0
746.9638+5039+00755.5
749.71
756.9
752.6739+5040+00758.2
755.62
759.6
758.5640+5041+00759.7
760.94
759.6
762.5041+5042+00760.4
763.25
761.2
763.1842+5043+00761.9
762.30
43+30PVI STA: 30+01.63PVI ELEV: 738.00'K: 50.97LVC: 100.00'BVCS: 29+51.63
BVCE: 736.52
EVCS: 30+51.63
EVCE: 738.50
PVI STA: 36+19.39PVI ELEV: 744.18'K: 33.33LVC: 75.00'BVCS: 35+81.88
BVCE: 743.81
EVCS: 36+56.89
EVCE: 743.71 HIGH PT. STA: 36+15.22HIGH PT ELEV: 743.97PVI STA: 41+67.05PVI ELEV: 765.50'K: 30.65LVC: 255.00'BVCS: 40+39.55
BVCE: 757.96
EVCS: 42+94.55
EVCE: 762.43 HIGH PT. STA: 42+20.77HIGH PT ELEV: 763.32PHASE 1PHASE 2 PVI STA: 20+15.00PVI ELEV: 729.70'K: 35.35LVC: 100.00'BVCS: 19+65.00BVCE: 731.71EVCS: 20+65.00EVCE: 729.10PVI STA: 23+15.71PVI ELEV: 726.11'K: 90.39LVC: 200.00'BVCS: 22+15.71BVCE: 727.31EVCS: 24+15.71EVCE: 727.14 LOW PT. STA: 23+23.37LOW PT ELEV: 726.66PVI STA: 27+50.00PVI ELEV: 730.55'K: 51.53LVC: 100.00'BVCS: 27+00.00
BVCE: 730.04
EVCS: 28+00.00
EVCE: 732.03
PVI STA: 37+73.87PVI ELEV: 742.25'K: 31.41LVC: 225.00'BVCS: 36+61.37
BVCE: 743.66
EVCS: 38+86.37
EVCE: 748.90 LOW PT. STA: 37+00.63LOW PT ELEV: 743.41-1.19%1.00%-2.41%1.02%2.96%-1.25%5.91%
STA: 20+16.54ELEV: 730.02STREET BARRICADEEND OF PAVEMENT
STA: 26+53.25 = 0+00.00
ELEV: 729.56
CREEKRUN DRIVE INTERSECTION
STA: 29+72.03 = 0+00.00
ELEV: 737.08
POPLAR RIDGE DRIVE INTERSECTION
STA: 38+21.81 = 0+00.00
ELEV: 745.75
RED HOLLY ROAD INTERSECTION
STA: 40+27.57
ELEV: 758.87
PROPERTY LINE7-40215" RCPCLASS IVO-RING XING7-4017-30124" RCP, O-RING XING7-33536" RCP, CLASS IVO-RING7-3027-20130" RCP, O-RING XING7-20230" RCP7-2037-21124" RCP7-21315" RCP XING7-21224" RCP7-21424" RCP7-21518" RCP7-22115" RCP XING7-22018" RCP7-22218" RCP7-22415" RCP, CLASS IV XING7-22315" RCP7-225B15" RCP XING7-22636" RCP, CLASS IVO-RING36" RCP, CLASS IVO-RING XING7-3037-3047-3073-1013-10015" RCP7-225ANo.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-9
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-ROAD PROFILES.dwg22030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-9-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS2L-19ROAD PROFILES19HORIZ 1" = 60'VERT 1" = 6'PH 2-WINDING CREEK ROAD710700720740730750770760EXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTEREXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTEREXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTER710700720740730750770760EXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTER
PH2-GREENWOOD DR7207307407507607707207307407507607700+00741.8
741.61
746.4
743.220+501+00749.5
745.78
752.4
749.071+502+00754.3
751.81
756.6
753.312+503+00759.1
754.15
759.0
754.993+504+00759.3
755.87
760.8
756.944+505+00761.3
758.15
761.1
759.385+506+00762.3
760.60
763.0
761.826+507+00764.0
762.50
763.0
762.267+508+00761.8
761.33
760.6
760.358+508+76760.2 -2.08%-1.95%1.69%2.44%5.00%6.77%PVI STA: 2+00.00PVI ELEV: 752.46'K: 20.00LVC: 101.68'BVCS: 1+49.16
BVCE: 749.02
EVCS: 2+50.84
EVCE: 753.32
PVI STA: 7+05.27PVI ELEV: 763.17'K: 27.32LVC: 120.00'BVCS: 6+45.27
BVCE: 761.71
EVCS: 7+65.27
EVCE: 762.00 HIGH PT. STA: 7+12.06HIGH PT ELEV: 762.52PVI STA: 4+17.03PVI ELEV: 756.13'K: 125.08LVC: 94.53'BVCS: 3+69.77
BVCE: 755.33
EVCS: 4+64.30
EVCE: 757.28 PVI STA: 1+01.57PVI ELEV: 745.79'K: 20.00LVC: 35.46'BVCS: 0+83.84
BVCE: 744.91
EVCS: 1+19.30
EVCE: 747.00
STA: 0+00.00 = 5+10.14
ELEV: 741.61
CREEKRUN DRIVE INTERSECTION
15"
RCP15" RCP15" RCP15" RCP XING7-32524" RCP XINGSTA: 5+62.72
ELEV: 678.60
END OF PAVEMENT7-3207-3217-3227-3237-324PH2-CREEKRUN DR7107207307407507607107207307407507600+00731.8729.56734.3730.200+501+00734.9731.46733.7732.711+502+00732.9733.97735.2735.222+503+00737.2736.48738.0737.733+504+00738.9738.99740.1740.244+505+00741.6741.45742.2742.155+506+00742.9742.83
743.4
743.376+507+00743.2
743.52
743.2
743.287+508+00743.9
742.66
744.0
741.898+509+00743.3
741.12
743.2
740.359+5010+00742.0
739.81
741.1
740.0210+5011+00741.4
740.95
744.4
742.1011+5012+00744.0
743.05
743.9
743.3012+5013+00743.8
742.90
743.3
742.4013+5013+96742.9 -2.08%-1.00%-1.54%2.30%2.51%1.36%PVI STA: 6+99.99PVI ELEV: 744.20'K: 63.94LVC: 185.64'BVCS: 6+07.17BVCE: 742.93
EVCS: 7+92.81
EVCE: 742.77 HIGH PT. STA: 6+94.31HIGH PT ELEV: 743.53PVI STA: 12+20.00PVI ELEV: 743.70'K: 34.52LVC: 113.81'BVCS: 11+63.09
BVCE: 742.40
EVCS: 12+76.91
EVCE: 743.13 HIGH PT. STA: 12+42.38HIGH PT ELEV: 743.31PVI STA: 4+97.83PVI ELEV: 741.44'K: 20.00LVC: 22.95'BVCS: 4+86.35BVCE: 741.15EVCS: 5+09.30EVCE: 741.60
PVI STA: 10+24.13PVI ELEV: 739.20'K: 33.33LVC: 127.90'BVCS: 9+60.18
BVCE: 740.19
EVCS: 10+88.08
EVCE: 740.67 LOW PT. STA: 10+11.53LOW PT ELEV: 739.79STA: 0+00.00 = 26+53.25ELEV: 729.56WINDING CREEK DRIVE INTERSECTIONSTA: 5+10.14 = 26+53.25ELEV: 741.61GREENWOOD DRIVE INTERSECTIONSTA: 6+04.74 = 5+85.08ELEV: 742.90EMERGENCY ACCESS #3 INTERSECTION7-30630" RCP, O-RING7-31115" RCP XING7-30830" RCP7-31230" RCP7-31324" RCP7-3197-32615" RCP XING7-32724" RCP7-33024" RCP7-33115" RCP7-33215" RCP, CLASS IV XING7-334STA: 10+97.11
ELEV: 740.88
END OF PAVEMENT 24" RCP7-32830" RCP, O-RING XING7-305732.29
743.04 8-10118" RCP, O-RING7207307407-3407-3407-33915" RCP7-33815" RCP7-33715" RCP, O-RING7-33618" RCP, O-RING7-33524" RCP, O-RING15" RCP7-30042" RCPCLASS IVO-RING7-3017307407508-2038-20118" RCP, CLASS IV8-20518" RCP, CLASS IV8-2068-20715" RCP8-2088-2098-20918" RCP18" RCP, O-RING18" RCP, O-RING18" RCP, O-RING8-20415" RCP, CLASS IV8-2008-20218" RCP, O-RING7207307407507207307407500+00731.4731.38731.2731.240+501+00727.9727.92728.7728.731+502+00730.2730.21731.1731.082+503+00730.8730.82730.2730.213+504+00732.2732.21731.8731.784+505+00733.1733.12732.9732.875+506+00733.0733.05
731.3
731.266+507+00730.8
730.80
731.6
731.577+508+00732.0
732.00
732.6
732.578+509+00732.8
732.78
733.4
733.409+5010+00734.8
734.8010+11735.1
735.11
7-1077-10615" RCP7-10515" RCP7-10415" RCP7-10315" RCP7-10215" RCP, O-RING7-10115" RCP, O-RING15" RCP, CLASS IV7-1007207307407507607207307407507600+00738.7738.68740.7740.680+501+00740.1740.10741.9741.891+502+00743.5743.49745.2745.202+503+00747.6747.59749.4749.433+504+00751.6
751.59
752.8
752.834+505+00753.9
753.93
755.5
755.545+505+99757.2
757.18 7-31324" RCP7-31518" RCP7-31618" RCP7-3187-3147-31724" RCP18" RCP7207307400+00735.5735.48737.2737.200+501+00738.9738.87 7-20230" RCP, O-RING7-20130" RCP, O-RING7-2007-2157-21915" RCP
,
CLASS

IV7-21615" RCP, CLASS IV7-2157-2157-2177-21815" RCP, CLASS IV15" RCP, CLASS IV72073015" RCP, CLASS IVO-RING7-40115" RCPCLASS IVO-RING7-40236" RCP7-5027-50136" RCP7207307307407-31015" RCP, CLASS IV7-30915" RCP7-30815" RCP7-31174015" RCP7-2087-20615" RCP, CLASS IV7-2077-32815" RCP7-3297407507-33415" RCP, CLASS IV7-33215" RCP, CLASS IV7-33374075015" RCP8-21215"
RCP8-21115" RCP8-2107307407507407507207307407407507607307402L-20ROAD PROFILES AND STORM DRAINAGE PROFILES20HORIZ 1" = 60'VERT 1" = 6'No.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170318 / 22 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....3-9
-2020
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-ROAD PROFILES.dwg22030523GEV.F
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HTGNUNNOANEYLAIEENSEALRILRACISSO13-9-2020RTPER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTSEXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTEREXIST.GROUND 50' RIGHTEXIST.GROUND 100' RIGHTEXIST.GROUND CENTEREXIST.GROUND 50' LEFTEXIST.GROUND 100' LEFTPROP. GROUND CENTEREXIST.SURFACEPROP. SURFACEEXIST.SURFACEPROP. SURFACEEXIST.SURFACEPROP. SURFACEEXIST.SURFACEPROP. SURFACEEXIST.SURFACEPROP. SURFACEEXIST.SURFACEPROP. SURFACE
TP
TP
TP TPGREENWOOD DRIVE(50' ROW)POPLAR RIDGE DRIVE(50' ROW)WINDING CREEK ROAD(50' ROW)EMERGENCY ACCESS

#
3CENTERLINEAPPX. BRANCHQUARRY CREEKEXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWEXISTING 30' SSRWDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFDSFEMERGENCY ACCESS
#3
(30
'
W
IDE
ESMT
)LPE=751.0MPE=731.1LPE=748.1MPE=730.4LPE=745.4MPE=729.4LPE=742.5MPE=728.8LPE=739.8MPE=728.0LPE=736.7MPE=728.4LPE=738.7MPE=727.9LPE=742.0MPE=728.2LPE=736.1MPE=728.5LPE=733.8MPE=728.4LPE=737.5MPE=726.8LPE=740.8'LPE=742.1'LPE=742.8'LPE=741.5'LPE=739.5'LPE=740.8'LPE=743.1'EXISTING STORMWATERBMP #2DRY DETENTION POND /SAND FILTER787980747576818283848586776970717273RONALD EUGENE EARNHARDTWIFE, DONNA B. EARNHARDTTAX PID 405 081RONALD E. EARNHARDT &DB 1169-436TAX PID 405 007TODD B. HAYDEN &WIFE, LAURIE B. HAYDEN(ESTATE FILE 92E-519)DB 704-69TAX PID 404 060000001MARY B. MCMILLAN &HUSBAND, LINDSEY B. MCMILLANDB 650-250TAX PID 404 104EXISTING 30' SANITARY SEWER EASEMENTDB 959-736PROPOSED STORMWATERBMP #7WET PONDPROPOSED STORMWATERBMP #
8DRY DETENT
ION

POND

/SAND F
I
LTER
119120121122123124125126127128129130131132133134135138145152153154155156157158159160162167168169170173174175176177178179180181182183189190195196197198199200201202203204205206207208232235236237238239240243244245246247248249230229228227220219218217216215214213212211210209TOP @ 734.0(3:1)728'730732(2
.5
:1
)COSCOSCOSCOSCOSCOSCOSCOSEX. WETLAND732730740740
7407
4
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VICINITY MAP - NTSNo.Project NumberDrawn ByChecked ByDateProject ManagerDate (M/D/Y)ByDescriptionREVISIONS:Sheet NumberSHEETOFTOTALScale:VILLAGE AT GRANITE - PHASE 2 / 170315 / 20 / 201917031RJ/LGHVNHVNVILLAGE AT GRANITE - PHASE 2GRANITE QUARRY, NORTH CAROLINALGI / HOMES SOUTHEASTCLIENT / OWNER:JEFF WEBB3037 SHERMAN DRIVELANCASTER, SOUTH CAROLINA 29720(844) [e-mail] Associates, Inc. 420 Hawthorne Lane Charlotte, NC 28204phone [phone] fax [phone] www.dprassociates.netlandscape architecturecivil engineeringplanning....5-20
-2019
T:\PROJECTS\2017 PROJECTS\17031 The Village At Granite - LGI\PHASE 2\CAD\CDs\17031-PH2-CMB.dwg21030523GEV.F
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LAIEENSEALRILRACISSOUSPS APPROVED MANUFACTURERS OFCLUSTER BOX UNITS (CBUs) & WALL-MOUNTED CENTRALIZED MAIL RECEPTACLES(USPS-B-1118F, USPS-STD-4B+ AND USPS-STD-4CUSPS-STD-B-118FCOMPANYADDRESSZIPCITYSTATEPHONEWEB SITEDESIGN TYPESUSPS-STD-4B+COMPANYADDRESSZIPCITYSTATEPHONEWEB SITEDESIGN TYPESUSPS-STD-4CCOMPANYADDRESSZIPCITYSTATEPHONEWEB SITEDESIGN TYPESAuth-FlorenceManufacturing5935 Corporate Dr.ManhattanKS66503-9675800-275-5081www.auth-florence.comTypes 1,11,111 & IVAmerican DeviceManufacturing5935 Corporate Dr.ManhattanKS66503-9675800-275-5081www.auth-florence.comHorizontal Units OnlyAmerican Eagle3017 Wheel Lock St.DallasTX75220-2944214-358-5544www.americaneaglemailbox.comHorizontal Units OnlyAuth-FlorenceManufacturing5935 Corporate Dr.ManhattanKS66503-9675800-275-5081www.auth-florence.comHorizontal & Vertical UnitsBommer IndustriesPO Box 187LandrumSC29366-0187800-334-1654www.bommer.comJensen Industries1946 E 46th St.Los AngelesCA90058-2096800-235-8351www.jensen-ind.comSalisbury Industries1010 East 62nd St.Los AngelesCA90001-1598800-323-3003www.mailboxes.comSecurity Manufacturing815 S Main St.GrapevineTX76051-5535800-762-6937www.securitymanufacturing.comPostal Products Unlimited500 W Oklahoma Ave.MilwaukeeWI53207-2649800-229-4500www.mailproducts.comHorizontalNOTES: BUILDINGS WITH PERMITS DATED ON OR AFTER OCTOBER 5TH, 2006 MUST HAVE USPS-STD-4C RECEPTACLES.Horizontal & Vertical UnitsHorizontal & Vertical UnitsHorizontal & Vertical UnitsHorizontal & Vertical UnitsCLUSTER MAIL BOX UNIT; MANUFACTURED BY FLORENCE MANUFACTURINGCOMPANY AND DISTRIBUTED BY BOMMER OUTDOOR MAILBOXES, OR APPROVEDEQUAL. SEE APPROVED 'CBU' LIST BELOW. MANUFACTURER'S PRODUCT MUST BECURRENTLY LICENSED BY THE UNITED STATES POSTAL SERVICE READY FORCOMMERCIAL USE WITH 8, 12, OR 16 INDIVIDUAL NUMBERED TENANTCOMPARTMENTS, TWO PARCEL LOCKERS FOR PACKAGE DELIVERY, ONE MAILSLOT FOR OUT-GOING MAIL WITH A SECURE MASTER DOOR PREPARED FOR 'USPS'POSTAL LOCK SYSTEM FOR SECURE ACCESS. CONSTRUCTED OF HIGH GRADEALUMINUM AND STAINLESS STEEL WITH A POWDER COAT FINISH. FINAL COLORCHOICE BY OWNER FROM MANUFACTURER'S STANDARD COLOR LIST. FURNISHEDWITH AN INTEGRAL PEDESTAL SURFACE MOUNTING SYSTEM TO A CONCRETE PADINSTALLED BELOW, COMPLETE INSTALLATION PER MANUFACTURER'SSPECIFICATIONS. LOCATED 'CBU' AND CONCRETE PAD PER DETAIL ON THIS SHEET,SEE PLAN FOR LOCATIONS.MB-8APPROVED MANUFACTURER'S LISTMB-12MB-16CLUSTER BOX UNIT (CBU)-CONCRETE PAD SPECIFICATIONS--ANCHORING METHODS-The following documents are the only USPS approved specifications for pouringconcrete pads for the anchoring of CBU's.CONCRETE SPECIFICATIONS FOR SINGLE UNIT CONCRETE PADCONCRETE SPECIFICATIONS FOR DOUBLE UNIT CONCRETE PADANCHORING METHODS FOR CENTRALIZED BOX UNITS (CBU)CBU'S must be installed approximately one week prior to customer occupancyCBU's must not be installed until the local USPS representative has conducted anon-site visit to ensure compliance with the official specifications. Contact the localUSPS representative to have the pads inspected prior to pouring the concrete.CBU's must be installed facing the correct direction. CBU's installed on concrete padspoured behind the sidewalk should face the sidewalk. CBU's installed on concrete padslocated in landscape strips between the curb and the sidewalk should face the sidewalk.Do not install CBU facing the curb or street - causing the carrier and the customer tostand in the street to deliver or retrieve mail.CBU's should not be installed so close to an intersection or traffic lane that they blockvisibility for approaching traffic or could be stuck by a passing motor vehicle.CBU's should not be located on dead-end streets where there is no safe turnaround forPostal delivery vehicles.Notify your local USPS representative immediately upon completion of the CBUinstallation so that we can install the arrow lock and secure the unit.All CBU compartment keys will be distributed by the builder/developer at the time ofmove in. The local USPS representative needs to be contacted by the builder/developerfor the box address assignments. Each homeowner should receive a copy of the Modeof Delivery Agreement at the time of move in.Any deviations from the USPS designated location of the CBU must not occur withoutfirst receiving authorization from the local USPS representative.CLUSTER BOX UNIT (CBU)-ANCHORING METHODS-CBU's must be level and mounted firmly in concrete, using one of the followingmethods.1.The J-bolts method is the preferred method of installation of CBU's on concrete pads;however, the J-bolt pattern must be accurate with the CBU pedestal plate. Whenusing J-bolts, in order to prevent any damage or accidents that could result from theexposed bolts, consideration should be given as to the time lapse between pouringthe concrete and the actual installation. Expansion anchors must be installed inaccordance with the manufacturer's instructions.2.The use of anchor bolts for the installation of CBU's on concrete pads is alsoacceptable as long as the methods decribed below are followed.a. Hilti Kwik bolt II, 1/2" diameter X 5-1/2" overall length Catalog Number: 000-453-696, KB II 12-512 Stainless Steel Catalog Number: 000-454-744 Minimum embedment in concrete must be no less than 3-1/2"b. ITW Ramset Redhead Trublot, galvanized, 1/2" diameter X 7" overall lengthc. Rawl Stud, 1/2" diameter X 5 1/2" overall length, galvanized. Catalog Number: 7324 Minimum embedment in concrete must be no less than 4"CLUSTER BOX UNIT (CBU)-CONCRETE PAD REQUIREMENTS-- ALL FREE STANDING PADS MUST BE 8" THICK -1 UNITSINGLE PAD4' X 4'2 UNITS DOUBLE PAD4' X 7'3 UNITS TRIPLE PAD4' X 10'4 UNITS QUAD PAD4' X 13'*** WHEN PLACING A PARCEL LOCKER AT ANY CBU LOCATION,INCREASE THE PAD SIZE BY AN ADDITIONAL 4' X 4' ***USPS APPROVED SPECIFICATIONS - CONCRETE PAD(MULTIPLE UNIT)24.00MIN24.00MIN4.002.004x 0.50 DIAMETER ANCHOR BOLTS, PER CBUUSE TEMPLATE TO ENSURE ALIGNMENTLIGHT BROOM FINISH, PERPENDICULAR TO PATH OFTRAVEL. MAXIMUM 2% SLOPE IN ALL DIRECTIONS.24.00MIN16.00MAX32.00MAX(34.00)CLCLCLCL2.00(34.00)5.0010.00PERCBU24.00MIN192.00MAX SEENOTE 4CHAMFER EDGES, IN LANDSCAPE AREAS,TOOL EDGES FLUSH WITH ADJOININGSURFACES IN PAVED AREAS.SLOPE SURFACE .25 INCH PER FOOTMAXIMUM ON ALL SIDES FOR DRAINAGECBUOUTLINEBUTYL RUBBER PAD (WITHMETAL PEDESTAL ONLY)MATCH EXISTING GRADE INPAVED AREASSLOPE SURFACE .25 INCH PER FOOTMAXIMUM ON ALL SIDES FOR DRAINAGE4 RODS ON 14.00 CENTERS MAXIMUM,EACH WAYOPTIONAL COMPACT GRAVEL ORCRUSHED STONE (OMIT WHERESOLID ROCK OCCURS)8.00MINFIRM UNDISTURBEDSOIL ORWELL-COMPACTEDFILLMAXIMUM FROST DEPTHCBU PEDESTAL4X .50 DIAANCHOR BOLTSPER CBU4X 4.50 MIN4X 4.008.00 MIN3.00CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS, CONTAIN4% MIN - 6% MAX AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN1.NOTES:2.3.4.REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60.ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE B8M, TYPE 316 STAINLESSA 3 CBU CONFIGURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED ASLONG AS THEY ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OFTHE CONCRETE BASE DOES NOT EXCEED 192 INCHES.#19- CBU TOTAL: (8) - 16 UNIT BOXES & (1) - 8 UNIT BOX TOSERVICE 132 INDIVIDUAL UNITS, INCLUDING ONE FORHOA, LOCATED AT ONE PLACE. INSTALL CLUSTERMAIL BOX UNITS ON A CONCRETE PAD LOCATEDOUTSIDE THE RIGHT OF WAY.(FOR PHASE 2 ONLY)USPS Contact:Alyssa Dixon605 E. Innes StreetSalisbury, NC 28144Phone: [phone]FAX #: [phone]E-mail: [e-mail] MAIL BOX UNITCUB COMMERCIALMAILBOX UNIT - 16 DOOR17 78" (DEPTH) x 30 12" (WIDTH)CLUSTER MAIL BOX UNITCUB COMMERCIALMAILBOX UNIT - 12 DOOR17 78" (DEPTH) x 30 12" (WIDTH)CLUSTER MAIL BOX UNITCUB COMMERCIALMAILBOX UNIT - 8 DOOR17 78" (DEPTH) x 30 12" (WIDTH)MB-16MB-12MB-8AB1USPSCLUSTER MAIL BOX UNIT DETAILTYPICAL LAYOUT @ SIDEWALK, OUTSIDE PUBLICRIGHT OF WAY (NOT TO SCALE)PARKING AREA NOTES:1.ALL ACCESSIBLE PARKING SPACES AND AISLES SHALL BE 2% MAXIMUMSLOPE IN ALL DIRECTIONS TO COMPLY WITH A.D.A.A.G.2.CONTRACTOR TO PROVIDE 5% MAXIMUM LONGITUDINAL SLOPE AND 2%MAXIMUM TRANSVERSE SLOPE ALONG SIDEWALK. THE SIDEWALK SHALLBE 5' MINIMUM WIDTH WITH A LIGHT BROOM FINISH PERPENDICULARTO PATH OF TRAVEL.3.ALL PAVEMENT MARKINGS SHALL BE 4" WIDE AND SOLID WHITEEXCEPT AS NOTED FOR THE INTERNATIONAL SYMBOL. THEINTERNATIONAL SYMBOL SHALL INCLUDE A WHITE SYMBOL WITH BLUEBACKGROUND AND WHITE BORDER. SYMBOL SHALL HAVE MIN.HEIGHT OF 28 INCHES AND MIN. WIDTH OF 24 INCHES (EXCLUSIVE OFBLUE BACKGROUND AND WHITE BORDER). STROKE WIDTH FOR THEWHITE BORDER AND THE SYMBOL SHALL BE MIN. 3 INCHES.4.SEE DETAILS # 5, 6 AND 9 ON SHEET 2L-17 FOR SIGNAGE REQUIREMENTS.5.CONTRACTOR TO COMPLY WITH ALL A.D.A.A.G. REGULATIONS INSIDEWALK & PARKING AREA.