SW5180501_Plans_20180523

PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:45 PM SILER_C-101.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCALTA AND TOPOGRAPHIC SURVEY NOT BY CYPRESSCREEK RENEWABLES. EXISTING CONDITIONS ARESHOWN AS PROVIDED BY SURVEYOR.EXISTING SITE CONDITIONS& TOPOGRAPHYC-101
R28' (TYP.)20' SETBACK20' REARSETBACK20' SIDESETBACK20' REARSETBACK30' STREETSETBACK30' FRONTSETBACK30' STREETSETBACK18' GRAVELACCESS RD.18'60'60'120'18'30' WALKING PATHESMT(DB 1664 PG 442)50' VEG.STREAMBUFFER100' VEG.BUFFER50' VEG.BUFFER200' POSSIBLEEXTENT OFRAILROAD R/W22' DOUBLE SWINGGATE (TYP.)PV RACKING(SEE ELECTRICAL PLANS)POINT OF INTERCONNECTION(SEE ELECTRICAL PLANS)PERIMETER 6' CHAINLINKFENCE WITH 3 STRANDSOF BARBED WIREDEAD-END FIRE ACCESSROAD TURNAROUND (TYP.)EQUIPMENT PADLOCATION (TYP.)20' WIDE LANDSCAPE BUFFER(SEE SHEET C-500)SILER BUSINESS DR.NEW CUL-DE-SAC(SEE SHEET C-400)PROPOSED ROWEX. PONDPROPOSED ELECTRICAL POLES(SEE ELECTRICAL PLANS)EX. TREES TOBE REMOVEDPROPOSED TREELINER41' (TYP.)R41' (TYP.)R41' (TYP.)18'69'98'62'45'31'56'88'140'11'20'20' TOWNOF SILEREASEMENT118'16'13'44'6'29'22'21'60' RIGHTOF WAY14'20' TOWNOF SILEREASMENT675680685690695700705710715670675680685690695700705710715690695700705710
PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:46 PM SILER_C-200.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCNORTHNGRAPHIC SCALE100'01" = 100'100'50'OVERALL SITE IMPROVEMENT PLANC-200GENERAL SITE NOTES1.ALL RIGHT-OF-WAYS ARE PUBLIC, UNLESS NOTED OTHERWISE.2.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON-SITE IN A PERMIT BOX THAT ISCONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION.3.A SEDIMENTATION & EROSION CONTROL PERMIT WILL BE OBTAINED FROM NCDEQ.4.A DRIVEWAY PERMIT HAS BEEN APPROVED BY NCDOT PRIOR TO BEGINNING CONSTRUCTION.5.PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, WILL BE CLEARED AND GRUBBED ASNECESSARY, RETAINING PRE-DEVELOPMENT DRAINAGE PATTERNS (I.E. NO MASS GRADING). A PORTIONOF PROJECT AREAS MAY CONSIST OF TREE CLEARING ONLY (NO GRUBBING) TO ALLEVIATE SHADINGOF THE ARRAY, AS INDICATED ON THE SITE PLAN. CONSTRUCTION STAGING AND AREAS SUBJECT TORUTTING DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGING MATS (WHICHWILL BE REMOVED FOLLOWING CONSTRUCTION) OR GRAVEL WHICH WILL REMAIN AFTERCONSTRUCTION. SOIL CONDITIONS AND EQUIPMENT LOADS WILL DETERMINE FINAL DESIGN.6.ACCESS AISLES SHOWN ON THIS PLAN INDICATE CONSTRUCTION AND MAINTENANCE ACCESS POINTSFOR INGRESS/EGRESS. PRIOR TO CONSTRUCTION, THESE AISLES ARE COMPACTED BY A SMOOTHDRUM OR SHEEPSFOOT ROLLER TO REDUCE/PREVENT RUTTING. SOIL ACCESS ISLES WILL BESCARIFIED, AERATED, AND RE-SEEDED AFTER CONSTRUCTION. ACCESS ISLES TO INVERTERS MAYREQUIRE GRAVEL TO SUPPORT DELIVERY EQUIPMENT LOADS. FIRE MARSHALL MAY REQUIRE 20'GRAVEL DRIVE AROUND PERIMETER OF FENCED ARRAY AREA AFTER REVIEWING FINALCONSTRUCTION DRAWINGS AND FIELD CONDITIONS SOIL CONDITIONS. ACCESS ROADS SHALL BECAPABLE OF SUPPORTING A VEHICLE GROSS WEIGHT OF 75,000LBS.7.NO PERMANENT LIGHTING IS PROPOSED FOR THIS SITE.8.ONLY SITE SPECIFIC SIGNAGE IS ALLOWED. PROPOSED SIGNAGE SHALL BE ALUMINUM SIGNS ("DANGER- HIGH VOLTAGE" AND "DANGER - NO TRESPASSING" ) MEASURING 14" X 10" IN SIZE, WILL BE PLACED ONPERMANENT SECURITY FENCING, ALTERNATING EVERY 100' AROUND THE ARRAY.9.SITE ADDRESS NUMBER SHALL BE ON A SIGN AT LEAST 12" IN HEIGHT, IN A COLOR CONTRASTING WITHITS BACKGROUND AND VISIBLE FROM THE ROADWAY.10.THE PHOTOVOLTAIC (PV) PANELS ARE TO BE LOCATED AND SITUATED SO GLARE DOES NOT CREATE ADISTRACTION OR NUISANCE TO TRAFFIC OR ADJACENT RESIDENTIAL PROPERTIES.11.SOLAR COMPONENTS MUST HAVE A UL LISTING, OR A LISTING FROM AN ALTERNATIVE TESTINGAGENCY ACCEPTED BY THE LOCAL JURISDICTION HAVING AUTHORITY OVER THE PROJECT, AND MUSTBE DESIGNED WITH ANTI-REFLECTIVE COATING(S).12.ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE AND NORTHCAROLINA BUILDING CODE.13.NO STRUCTURE SHALL EXCEED A HEIGHT GREATER THAN TWENTY (20) FEET, EXCEPT FOR EXISTINGPOLES/OVERHEAD WIRING AND REQUIRED NEW INTERCONNECTION POLES REQUIRED BY UTILITYCOMPANY AT POINT OF INTERCONNECTION. THIS IS MEASURED FROM FINISHED GRADE AT THE BASEOF THE STRUCTURE TO ITS HIGHEST POINT.14.THE ELECTRICAL DISCONNECT SWITCH SHALL BE CLEARLY IDENTIFIED AND UNOBSTRUCTED AT ALLTIMES. THE OWNER MUST FILE A MAP WITH THE PUBLIC SAFETY DEPARTMENT DEPICTING WHERE THEDISCONNECT SWITCH IS LOCATED, AND SUPPLY ALL EMERGENCY CONTACT INFORMATION TOEMERGENCY PERSONNEL TO HAVE ON FILE.15.ONE KNOX BOX SHALL BE OBTAINED FOR EACH OF THE ACCESS GATES INTO EACH OF THE ARRAYAREAS. THE LOCATION OF EACH BOX SHALL BE CLEARLY IDENTIFIED AND THE KEY FOR EACH GATE BEPLACED IN THE CORRESPONDING KNOX BOX. COMBINATION LOCKS ARE NOT ALLOWED.16.NCFC 503.1.1 - FIRE APPARATUS ROADS SHALL EXTEND INTO EACH SOLAR INSTALLATION AREA WITHAPPROVED ACCESS OF NOT LESS THAN 20 FEET BETWEEN THE FENCE AND BEGINNING OF EACH ROWOF SOLAR PANELS. THIS SHALL EXTEND FROM THE BEGINNING OF THE GATE, AROUND TO ALL FOUR (4)SIDES OF SOLAR FARM, BACK TO THE BEGINNING ENTRANCE.17.DIMENSIONS PROVIDED ARE FOR GENERAL GUIDANCE AND DO NOT REPRESENT SLOPE OR DIFFERENCES IN ELEVATIONS18.PROPOSED TYPE A BUFFER PLANTING TO BE INSTALLED. OPAQUE FROM GROUND TO A HEIGHT OF ATLEAST SIX (6) FT WITH INTERMITTENT VISUAL OBSTRUCTIONS FROM THE OPAQUE PORTION TO AHEIGHT OF AT LEAST 20 FT. OPAQUE PORTION MUST BE OPAQUE AT ALL TIMES OF YEAR. AT MATURITY,THE PORTION OF INTERMITTENT VISUAL OBSTRUCTIONS SHOULD NOT CONTAIN ANY COMPLETELYUNOBSTRUCTED OPENINGS MORE THAN 10' WIDE. THE PORTION OF INTERMITTENT VISUALOBSTRUCTIONS MAY CONTAIN DECIDUOUS PLANTS. SUGGESTED PLANTING PATTERNS ARE INCLUDEDIN APPENDIX E. TREES MUST BE SIX (6) FT TALL AT PLANTING. TREES MUST BE SURROUNDED BY 200' OFUNPAVED AREAS AND BE AT LEAST 3.5' FROM PAVED SURFACES. TREES PLANTED NEAR OVERHEADLINES MUST BE SHORTER THAN THE OVERHEAD LINES AT MATURITY. EXISTING VEGETATION TO SERVEAS BUFFER WHERE POSSIBLE. IN AREAS WHERE THERE IS NO EXISTING VEGETATION OR THERE AREGAPS, NEW PLANT MATERIAL SHALL BE PLANTED TO SUPPLEMENT. SCREENING SHALL CONSIST OFTALL EVERGREEN TREES PLANTED IN A STAGGERED PATTERN, WITH BRANCHES TOUCHING THEGROUND.19.PLEASE CONTACT THE CIVIL ENGINEER, MARIO CARREON, P.E. WITH ANY QUESTIONS REGARDING THISPLAN SET VIA EMAIL ([e-mail]), PHONE [phone]).EXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKOVERHEAD ELECTRICALTREELINEPROPERTY (ADJOINER)STREET CENTERLINEPROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSJURISDICTIONAL STREAMJURISDICTIONAL WETLANDSECURITY FENCEVEGETATIVE BUFFERLAYDOWN AREACONCRETEOVERHEAD ELECTRICALACCESS EASEMENTBUFFER OFFSETLIMITS OF DISTURBANCEDRAINAGE AREAASPHALTSITE DATAPIN #0016070PARCEL AREA53.4 ACRESRIVER BASINSITE ADDRESSCAPE FEAR302 SILER BUSINESS DR, SILER CITYZONING JURISDICTIONTOWN OF SILERCHATHAM COUNTY, NC 27344LAT/LONGƒ1CURRENT LAND USEAGRICULTURAL-RESIDENTIAL (A-R)ZONINGCOMMERCIALPROPOSED USESOLAR ENERGY PB/PG2010/248 LOT 1ƒ:OWNERFBS LAND HOLD CO, LLCOWNER ADDRESS3250 OCEAN PARK BLVD. SUITE 355& LIGHT-INDUSTRIAL (L-I) SANTA MONICA, CA 90405WATERSHEDBLOOD RUN CREEKLOD44 ACVICINITY MAPSCALE:NTS RONALDMARSH RDSILER BUSINESS DRJD PONDSITE LOCATIONOLD U.S. HWY 421N64W 11TH STN CHATHAM RDHAROLD ANDREWS
RDRAIL ROADPINE VIEW RDE 9TH STTRINITY STW 10TH STDUET DRH
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MARTIN LUTHERKING JR BLVDN 2ND AVESANTA FE CIRFONTANA CIR
R28' (TYP.)22' DOUBLE SWINGGATE (TYP.)POINT OFINTERCONNECTION(SEE ELECTRICALPLANS)SILER BUSINESS DR.NEW CUL-DE-SAC(SEE SHEET C-400)PROPOSED ROWEX. PONDPROPOSED ELECTRICAL POLES(SEE ELECTRICAL PLANS)20' SETBACK20' REARSETBACK30' STREETSETBACK20' FRONTSETBACK30' STREETSETBACK30' WALKING PATHESMT(DB 1664 PG 442)50' VEG.STREAMBUFFER100' VEG.BUFFER50' VEG.BUFFER20' TOWNOF SILEREASEMENT118.1'16.5'12.7'44.4'6.1'6.8'21.6'21.3'60' RIGHTOF WAY20' TOWNOF SILEREASMENT14.3'R40' (TYP.)20'20'18'18'PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:46 PM SILER_C-201-202.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCEXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKEXISTING TELEPHONE LINETREELINEPROPERTY (ADJOINER)EDGE OF PAVEMENT (EP)PROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSSECURITY FENCEVEGETATIVE BUFFEREXISTING UTILITYLIMIT OF DISTURBANCEEXISTING WATERLINEEXISTING GRAVEL ROADEXISTING DITCHEXISTING WETLANDTREELINEDRAINAGE AREASTOCKPILE / STAGING AREATEMP. SILT FENCE & OUTLETSOILS SOILS GROUP - CmBSOILS GROUP - GeC2SOILS GROUP - GkDCid-Lignum ComplexGeorgeville Silty Clay LoamGeorgeville-Badin ComplexSOILS GROUP - HrBHerndon Silt LoamFLOW ARROWBAFFLESSKIMMEREMERGENCY SPILLWAYSOILS GROUP - GeB2Georgeville Silty Clay LoamWITH GEOTEXTILE FABRICTEMP. DIVERSION W/ LINERNORTHNGRAPHIC SCALE50'050'1" = 50'25'SITE IMPROVEMENTPLANC-201MATCHLINE - SEE SHEET EC-702
Page 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distance-8.8%
-8.1%
-8.4%
-8.7%
-9.0%
-7.5%NORFOLK SOUTHERN RAILROAD(100' RIGHT-OF-WAY)PV RACKING(SEE ELECTRICAL PLANS)PERIMETER 6' CHAINLINKFENCE WITH 3 STRANDSOF BARBED WIREDEAD-END FIRE ACCESSROAD TURNAROUND (TYP.)EQUIPMENT PADLOCATION (TYP.)20' WIDE LANDSCAPE BUFFER(SEE SHEET C-500)PROPOSED TREELINER41' (TYP.)R41' (TYP.)R41' (TYP.)20' REARSETBACK20' SIDESETBACK18' GRAVELACCESS RD.18'60'60'120'18'200' POSSIBLEEXTENT OFRAILROAD R/W17.7'68.7'98'62.4'45'31.4'41.2'88.4'139.5'11'19.7'18'18'PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:46 PM SILER_C-201-202.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCEXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKEXISTING TELEPHONE LINETREELINEPROPERTY (ADJOINER)EDGE OF PAVEMENT (EP)PROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSSECURITY FENCEVEGETATIVE BUFFEREXISTING UTILITYLIMIT OF DISTURBANCEEXISTING WATERLINEEXISTING GRAVEL ROADEXISTING DITCHEXISTING WETLANDTREELINEDRAINAGE AREASTOCKPILE / STAGING AREATEMP. SILT FENCE & OUTLETSOILS SOILS GROUP - CmBSOILS GROUP - GeC2SOILS GROUP - GkDCid-Lignum ComplexGeorgeville Silty Clay LoamGeorgeville-Badin ComplexSOILS GROUP - HrBHerndon Silt LoamFLOW ARROWBAFFLESSKIMMEREMERGENCY SPILLWAYSOILS GROUP - GeB2Georgeville Silty Clay LoamWITH GEOTEXTILE FABRICTEMP. DIVERSION W/ LINERNORTHNGRAPHIC SCALE50'050'1" = 50'25'SITE IMPROVEMENTPLANC-202MATCHLINE - SEE SHEET EC-701
R28' (T
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)30' STREET SETBACK30' STREET SETBACKNORTH DRIVEWAYSOUTH DRIVEWAYSILER BUSINESS DR.(60' PUBLIC R/W)NEW CUL-DE-SAC, DIA. = 70',2.5" SF 9.5A ASPHALT AND 8"ABC STONE BASEOVERLAY EX.ASPHALT WITH1.25" SF 9.5APAVINGPROPOSED ROW20'20'R40' (TYP.)R40' (TYP.)-4.53%-4.53%5.87%1~1~PROPOSED DRIVEWAY ACCESS PLANSCALE: 1" = 20'DRIVEWAY ACCESSPLANC-400NSAFETY NOTE:CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALLSAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALLCOMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS RELATING TO THE SAFETY OF PERSONS ORPROPERTY, OR TO THE PROTECTION OF PERSONS OR PROPERTY FROM DAMAGE, INJURY, OR LOSS;AND SHALL ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION.PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:47 PM SILER_C-400.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCVICINITY MAPSCALE:NTS RONALDMARSH RDSILER BUSINESS DRJD PONDSITE LOCATIONOLD U.S. HWY 421N64W 11TH STN CHATHAM RDHAROLD ANDREWS
RDRAIL ROADPINE VIEW RDE 9TH STTRINITY STW 10TH STDUET DRH
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MARTIN LUTHERKING JR BLVDN 2ND AVESANTA FE CIRFONTANA CIRGENERAL SITE NOTES1.ALL RIGHT-OF-WAYS ARE PUBLIC, UNLESS NOTED OTHERWISE.2.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON-SITE IN A PERMIT BOX THAT ISCONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION.3.A SEDIMENTATION & EROSION CONTROL PERMIT WILL BE OBTAINED FROM NCDEQ.4.A DRIVEWAY PERMIT HAS BEEN APPROVED BY NCDOT PRIOR TO BEGINNING CONSTRUCTION.5.PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, WILL BE CLEARED AND GRUBBED ASNECESSARY, RETAINING PRE-DEVELOPMENT DRAINAGE PATTERNS (I.E. NO MASS GRADING). A PORTIONOF PROJECT AREAS MAY CONSIST OF TREE CLEARING ONLY (NO GRUBBING) TO ALLEVIATE SHADINGOF THE ARRAY, AS INDICATED ON THE SITE PLAN. CONSTRUCTION STAGING AND AREAS SUBJECT TORUTTING DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGING MATS (WHICHWILL BE REMOVED FOLLOWING CONSTRUCTION) OR GRAVEL WHICH WILL REMAIN AFTERCONSTRUCTION. SOIL CONDITIONS AND EQUIPMENT LOADS WILL DETERMINE FINAL DESIGN.6.ACCESS AISLES SHOWN ON THIS PLAN INDICATE CONSTRUCTION AND MAINTENANCE ACCESS POINTSFOR INGRESS/EGRESS. PRIOR TO CONSTRUCTION, THESE AISLES ARE COMPACTED BY A SMOOTHDRUM OR SHEEPSFOOT ROLLER TO REDUCE/PREVENT RUTTING. SOIL ACCESS ISLES WILL BESCARIFIED, AERATED, AND RE-SEEDED AFTER CONSTRUCTION. ACCESS ISLES TO INVERTERS MAYREQUIRE GRAVEL TO SUPPORT DELIVERY EQUIPMENT LOADS. FIRE MARSHALL MAY REQUIRE 20'GRAVEL DRIVE AROUND PERIMETER OF FENCED ARRAY AREA AFTER REVIEWING FINALCONSTRUCTION DRAWINGS AND FIELD CONDITIONS SOIL CONDITIONS. ACCESS ROADS SHALL BECAPABLE OF SUPPORTING A VEHICLE GROSS WEIGHT OF 75,000LBS.7.NO PERMANENT LIGHTING IS PROPOSED FOR THIS SITE.8.ONLY SITE SPECIFIC SIGNAGE IS ALLOWED. PROPOSED SIGNAGE SHALL BE ALUMINUM SIGNS ("DANGER- HIGH VOLTAGE" AND "DANGER - NO TRESPASSING" ) MEASURING 14" X 10" IN SIZE, WILL BE PLACED ONPERMANENT SECURITY FENCING, ALTERNATING EVERY 100' AROUND THE ARRAY.9.SITE ADDRESS NUMBER SHALL BE ON A SIGN AT LEAST 12" IN HEIGHT, IN A COLOR CONTRASTING WITHITS BACKGROUND AND VISIBLE FROM THE ROADWAY.10.THE PHOTOVOLTAIC (PV) PANELS ARE TO BE LOCATED AND SITUATED SO GLARE DOES NOT CREATE ADISTRACTION OR NUISANCE TO TRAFFIC OR ADJACENT RESIDENTIAL PROPERTIES.11.SOLAR COMPONENTS MUST HAVE A UL LISTING, OR A LISTING FROM AN ALTERNATIVE TESTINGAGENCY ACCEPTED BY THE LOCAL JURISDICTION HAVING AUTHORITY OVER THE PROJECT, AND MUSTBE DESIGNED WITH ANTI-REFLECTIVE COATING(S).12.ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE AND NORTHCAROLINA BUILDING CODE.13.NO STRUCTURE SHALL EXCEED A HEIGHT GREATER THAN TWENTY (20) FEET, EXCEPT FOR EXISTINGPOLES/OVERHEAD WIRING AND REQUIRED NEW INTERCONNECTION POLES REQUIRED BY UTILITYCOMPANY AT POINT OF INTERCONNECTION. THIS IS MEASURED FROM FINISHED GRADE AT THE BASEOF THE STRUCTURE TO ITS HIGHEST POINT.14.THE ELECTRICAL DISCONNECT SWITCH SHALL BE CLEARLY IDENTIFIED AND UNOBSTRUCTED AT ALLTIMES. THE OWNER MUST FILE A MAP WITH THE PUBLIC SAFETY DEPARTMENT DEPICTING WHERE THEDISCONNECT SWITCH IS LOCATED, AND SUPPLY ALL EMERGENCY CONTACT INFORMATION TOEMERGENCY PERSONNEL TO HAVE ON FILE.15.ONE KNOX BOX SHALL BE OBTAINED FOR EACH OF THE ACCESS GATES INTO EACH OF THE ARRAYAREAS. THE LOCATION OF EACH BOX SHALL BE CLEARLY IDENTIFIED AND THE KEY FOR EACH GATE BEPLACED IN THE CORRESPONDING KNOX BOX. COMBINATION LOCKS ARE NOT ALLOWED.16.NCFC 503.1.1 - FIRE APPARATUS ROADS SHALL EXTEND INTO EACH SOLAR INSTALLATION AREA WITHAPPROVED ACCESS OF NOT LESS THAN 20 FEET BETWEEN THE FENCE AND BEGINNING OF EACH ROWOF SOLAR PANELS. THIS SHALL EXTEND FROM THE BEGINNING OF THE GATE, AROUND TO ALL FOUR (4)SIDES OF SOLAR FARM, BACK TO THE BEGINNING ENTRANCE.17.DIMENSIONS PROVIDED ARE FOR GENERAL GUIDANCE AND DO NOT REPRESENT SLOPE OR DIFFERENCES IN ELEVATIONS18.PROPOSED TYPE A BUFFER PLANTING TO BE INSTALLED. OPAQUE FROM GROUND TO A HEIGHT OF ATLEAST SIX (6) FT WITH INTERMITTENT VISUAL OBSTRUCTIONS FROM THE OPAQUE PORTION TO AHEIGHT OF AT LEAST 20 FT. OPAQUE PORTION MUST BE OPAQUE AT ALL TIMES OF YEAR. AT MATURITY,THE PORTION OF INTERMITTENT VISUAL OBSTRUCTIONS SHOULD NOT CONTAIN ANY COMPLETELYUNOBSTRUCTED OPENINGS MORE THAN 10' WIDE. THE PORTION OF INTERMITTENT VISUALOBSTRUCTIONS MAY CONTAIN DECIDUOUS PLANTS. SUGGESTED PLANTING PATTERNS ARE INCLUDEDIN APPENDIX E. TREES MUST BE SIX (6) FT TALL AT PLANTING. TREES MUST BE SURROUNDED BY 200' OFUNPAVED AREAS AND BE AT LEAST 3.5' FROM PAVED SURFACES. TREES PLANTED NEAR OVERHEADLINES MUST BE SHORTER THAN THE OVERHEAD LINES AT MATURITY. EXISTING VEGETATION TO SERVEAS BUFFER WHERE POSSIBLE. IN AREAS WHERE THERE IS NO EXISTING VEGETATION OR THERE AREGAPS, NEW PLANT MATERIAL SHALL BE PLANTED TO SUPPLEMENT. SCREENING SHALL CONSIST OFTALL EVERGREEN TREES PLANTED IN A STAGGERED PATTERN, WITH BRANCHES TOUCHING THEGROUND.19.PLEASE CONTACT THE CIVIL ENGINEER, MARIO CARREON, P.E. WITH ANY QUESTIONS REGARDING THISPLAN SET VIA EMAIL ([e-mail]), PHONE [phone]).EXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKOVERHEAD ELECTRICALTREELINEPROPERTY (ADJOINER)STREET CENTERLINEPROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSJURISDICTIONAL STREAMJURISDICTIONAL WETLANDSECURITY FENCEVEGETATIVE BUFFERLAYDOWN AREACONCRETEOVERHEAD ELECTRICALACCESS EASEMENTBUFFER OFFSETLIMITS OF DISTURBANCEDRAINAGE AREAASPHALT~2~NORTH DRIVEWAY PROFILE~3~SOUTH DRIVEWAY PROFILEEDGE OF PAVEMENTFG: 718.90' MATCH (E)SILER BUSINESS DR.(N) 6" P.C. CONCRETE (3,000PSI) OVER 8" ABC STONECOMPACTED TO 95%(E) GROUND(N) 6" #57 STONE (OR APPROVEDEQUIVALENT) COMPACTED TO 95%12" OF COMPACTED NATIVESUBGRADE PROOF-ROLLED WITH A20 TON TANDEM AXEL DUMP TRUCKEND OF CONCRETE DRIVEWAYFG: 715.05' MATCH (E)(N) FENCE/GATEFG: 713.39' MATCH (E)SCALE: H: 1" = 5' V: 1" = 5'SCALE: H: 1" = 5' V: 1" = 5'15'56'15'59'22'21'EDGE OF PAVEMENTFG: 716.05' MATCH (E)R/WFG: 719.90' MATCH (E)(N) 6" P.C. CONCRETE (3,000PSI) OVER 8" ABC STONECOMPACTED TO 95%R/WFG: 715.37' MATCH (E)(N) FENCE/GATEFG: 722.18' MATCH (E)END OF CONCRETE DRIVEWAYFG: 720.17' MATCH (E)(E) GROUND(N) 6" #57 STONE (OR APPROVEDEQUIVALENT) COMPACTED TO 95%12" OF COMPACTED NATIVESUBGRADE PROOF-ROLLED WITH A20 TON TANDEM AXEL DUMP TRUCKSILER BUSINESS DR.
R28' (TYP.)R41' (TYP.)R41' (TYP.)R41' (TYP.)20' SETBACK20' REARSETBACK20' SIDESETBACK20' REARSETBACK30' STREETSETBACK30' FRONTSETBACK30' STREETSETBACK18' GRAVELACCESS RD.18'60'60'120'18'30' WALKING PATHESMT(DB 1664 PG 442)50' VEG.STREAMBUFFER100' VEG.BUFFER50' VEG.BUFFER200' POSSIBLEEXTENT OFRAILROAD R/W22' DOUBLE SWINGGATE (TYP.)PV RACKING(SEE ELECTRICAL PLANS)POINT OF INTERCONNECTION(SEE ELECTRICAL PLANS)PERIMETER 6' CHAINLINKFENCE WITH 3 STRANDSOF BARBED WIREDEAD-END FIRE ACCESSROAD TURNAROUND (TYP.)EQUIPMENT PADLOCATION (TYP.)LANDSCAPE BUFFER(TYPE A - 20' WIDE - SEE LANDSCAPE NOTES THIS SHEET)(UTILIZE EXISTING VEGETATION WHERE POSSIBLE)SILER BUSINESS DR.NEW CUL-DE-SAC(SEE SHEET C-400)PROPOSED ROWEX. WETLANDSPROPOSED ELECTRICAL POLES(SEE ELECTRICAL PLANS)EX. TREES TOBE REMOVEDPROPOSED TREELINE18'69'98'62'45'31'88'140'11'20'20' TOWNOF SILEREASEMENT118'16'13'44'6'29'22'21'60' RIGHTOF WAY20'20' TOWNOF SILEREASMENTSMALL TREES(MIN. PLANTINGSIZE = 34" CALIPER)6' HIGH EVERGREENSCREENING SHRUBBERY(MIN. PLANTING SIZE = 18"IN HEIGHT")20'100'50'4'SMALL TREES (E-10a):AMERICAN HOLLYAMERICAN HORNBEAM ORIRONWOODCAROLINA CHERRY-LAURELCHINESE PISTACHECRAPE MYRTLEEASTERN DOGWOODGOLDEN RAIN TREEMOUNTAIN SILVERBELLNELLIE STEVENS HOLLYOKAME CHERRYRIVER BIRCHSOURWOODSWEET BAYTRIDENT MAPLEWASHINGTON HAWTHORNELARGE SHRUBS FOREVERGREEN SCREENING(E-10e):BURFORD HOLLYCLEYERAFORTUNE TEA OLIVEFOSTER'S HOLLYHEDGE BAMBOOHOLY OSMANTHUSLAURETINUS VIBURNUMNEEDLEPOINT HOLLYTHORNY ELAEAGNUSWAX MYRTLEWINTERGREEN BARBERRYYAUPON HOLLYLANDSCAPE NOTESMAP IMAGERY REFERENCEUNDISTURBED SOILFINISHED GRADE4" MULCH AS SPECIFIEDTREE WRAPDO NOT REMOVE LEADER(NOT TO SCALE)STANDARD TREE PLANTING DETAIL (TYP.)NOTES:1)ALL SHRUB BEDS SHALL BE RAISED 6" - 8" ABOVE ADJACENT GRADE, ANDTILLED WITH SOIL CONDITIONER2)ALL SHRUB BEDS IN PARKING ISLANDS ONLY SHALL BE RAISED 12" ABOVEADJACENT GRADE AND TILLED WITH SOIL CONDITIONERUNDISTURBED SOILFINISHED GRADE4" MULCH AS SPECIFIED(NOT TO SCALE)STANDARD SHRUB PLANTING DETAIL (TYP.)THIN BRANCHES AND FOLIAGE BY 1/3,RETAINING NATURAL TREE SHAPETREES SHALL BEAR SAMERELATIONSHIP TO FINISHED GRADEAS THE PLANT WAS ORIGINALLYGROWN4" WATER DETENTION SAUCERAROUND TREECOMPACTED TOPSOILBACKFILLPRUNE PROPORTIONATELY TOCOMPENSATE FOR REDUCTION OFROOTS AND TO PROMOTE NATURALCHARACTER OF GROWTH4" WATER DETENTIONSAUCER AROUND SHRUBCOMPACTED TOPSOILBACKFILLPLANT HOLE SIZING NOTES1.THE PLANT HOLE WIDTH SHALL BE A MINIMUM THREE TIMES THE DIAMETER OF THE ROOT BALL.2.REMOVE BURLAP FROM TOP OF ROOT BALL BEFORE BACKFILLING AROUND BALL IS COMPLETED.3.ALL TREES WHICH ARE SMOOTH BARKED AT THE TIME OF PLANTING, AND HAVE MORE THAN 2' OFCLEAR TRUNK SHALL BE WRAPPED.4.ALL TREE WRAPPING SHALL EXTEND FROM THE TOP OF THE BACKFILL TO THE LOWERMOST TREEBRANCHES.5.ALL TREES, WHEN PLANTED, SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS TO THEORIGINAL PLANTING DEPTH.PLANTING NOTES1.LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF PLANT MATERIAL. NOTIFY OWNEROF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THE PLAN.2.VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND THE TOTAL QUANTITIES MUST BE AS SHOWNON THE PLAN.3.THE TOP SIX INCHES OF LAWN AREAS SHALL BE AMENDED WITH 2 INCHES OF TOPSOIL (SEEWETLAND PLANTING PLAN FOR TOPSOIL REQUIREMENTS). ALL WETLAND AND GRASS AREAS ON THEWETLAND PARCEL MUST BE AMENDED WITH 4 INCHES OF TOPSOIL (PER THE SPECIFICATIONS ONTHE WETLAND PLANTING PLAN).4.LAWN AREAS SHALL BE SEEDED WITH TYPE 2 SEED MIXTURE AS DETAILED IN THE PERMANENT SEEDMIXTURE SPECIFICATIONS. ALL GRASS AREAS ON THE WETLAND PARCEL MUST BE SEEDED WITHTYPE 1 SEED MIXTURE PER THE PERMANENT SEEDING SPECIFICATIONS.5.ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICANASSOCIATION OF NURSERYMEN AND THE PLANTING SCHEDULE.6.PLANTING BEDS TO BE MULCHED WITH A MINIMUM OF 3" OF DOUBLE SHREDDED HARDWOOD MULCH.ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED.7.ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDINGS.8.APPLY PRE-EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'SRECOMMENDED RATE PRIOR TO INSTALLATION OF MULCH.9.DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS, (i.e. HOLES WHICH, WHEN FILLED WITHWATER, DO NOT COMPLETELY DRAIN WITHIN TWO HOURS.).10.ANY TREE WRAP SHALL BE REMOVED IMMEDIATELY AFTER INSTALLATION.GENERAL LANDSCAPING NOTES1.ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THEAMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1).2.ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES, PAVING OR PLANTINGS SHALL BE GRADEDAND SEEDED AS INDICATED IN SPECIFICATIONS.3.ALL TREE PLANTINGS SHALL BE MULCHED WITH 4" CLEAN, PINE STRAW MULCH.4.ALL PLANT BEDS TO BE EDGED WITH TYPICAL "V-CHANNEL" EDGE. SEE DETAIL THIS SHEET.5.CONTRACTOR SHALL SUBMIT A SOIL SAMPLE FOR ANALYSIS BY COUNTY AGRICULTURAL EXTENSIONSERVICE, AND SHALL APPLY FERTILIZER, LIME AND SOIL AMENDMENTS PER EXTENSION SERVICERECOMMENDATIONS.6.A MINIMUM OF FOUR (4) INDIVIDUAL SOIL SAMPLES SHALL BE TAKEN THROUGHOUT THE SITE FOROVERALL SOIL ANALYSIS.7.CONTRACTOR TO UTILIZE ALL ONSITE TOPSOIL. CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL ATNO ADDITIONAL COST TO OWNER IF EXISTING TOPSOIL IS NOT SUFFICIENT TO MEET THE NEEDS OFTHIS PROJECT.8.ALL PLANTING AREAS TO RECEIVE 1 cy OF SOIL CONDITIONER FOR EACH 75 SF OF PLANT BED AREA.ACCEPTABLE SOIL CONDITIONERS SHALL BE PULVERIZED PINE BARK, PEAT MOSS ORSHREDDED/COMPOSTED LEAVES.9.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES BEFORE BEGINNING OF GRADINGAND LANDSCAPE INSTALLATION.10.CONTRACTOR TO VERIFY QUANTITIES OF PLANTINGS AS SHOWN. PLANTINGS INDICATED ON PLANSSHALL PREVAIL OVER QUANTITIES INDICATED IN PLANT LIST IF DISCREPANCIES ARISE.11.ALL PLANTS ARE TO BE THOROUGHLY "WATERED IN" THE SAME DAY AS PLANTED.NORTHNGRAPHIC SCALE100'01" = 100'100'50'LANDSCAPE PLANC-5001.AERIAL IMAGERY IS PROVIDED BY BING MAP.2.AERIAL IMAGER SHOWN IS FOR REFERENCE USE ONLY, AND IS NOT REPRESENTATIVE OF CURRENTEXISTING CONDITIONS.1.OPAQUE SCREEN, TYPE A - A SCREEN THAT IS OPAQUE FROM THE GROUND TO A HEIGHT OF ATLEAST SIX (6) FEET, WITH INTERMITTENT VISUAL OBSTRUCTIONS FROM THE OPAQUE PORTION. ANOPAQUE SCREEN IS INTENDED TO EXCLUDE ALL VISUAL CONTACT BETWEEN USES AND TO CREATEA STRONG IMPRESSION ON SPECIAL SEPARATION. THE OPAQUE SCREEN MAY BE COMPOSED OFALL WALL, FENCE, LANDSCAPED EARTH BERM, PLANTED VEGETATION, OR EXISTING VEGETATION.COMPLIANCE OF PLANTED VEGETATIVE SCREENS OR NATURAL VEGETATION WILL BE JUDGED ONTHE BASIS OF THE AVERAGE MATURE HEIGHT AND DENSITY OF FOLIAGE OF THE SUBJECT SPECIES,OR FIELD OBSERVATION OF EXISTING VEGETATION. THE OPAQUE PORTION OF THE SCREEN MUSTBE OPAQUE IN ALL SEASONS OF THE YEAR. THE PORTION OF INTERMITTENT VISUAL OBSTRUCTIONSMAY CONTAIN DECIDUOUS PLANTS. SUGGESTED PLANT PATTERNS THAT WILL ACHIEVE THISSTANDARD ARE INCLUDED IN APPENDIX E-6. (FROM ARTICLE XIX - SCREENING AND TREES OF TOWNOF SILER CITY UDO)PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:44 PM SILER_C-500.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCEXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKOVERHEAD ELECTRICALTREELINEPROPERTY (ADJOINER)STREET CENTERLINEPROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSJURISDICTIONAL STREAMJURISDICTIONAL WETLANDSECURITY FENCEVEGETATIVE BUFFERLAYDOWN AREACONCRETEOVERHEAD ELECTRICALACCESS EASEMENTBUFFER OFFSETLIMITS OF DISTURBANCEDRAINAGE AREAASPHALT(NOT TO SCALE)TYPICAL OPAQUE SCREENS (TYPE A) (PLEASE SEE APPENDIX E-6 TOWN OF SILER CITY UDO FOR REFERENCE)
HrBGeC2GkDGeB2GeC2CmBGeC2GeB2GeB2GkDGkDGkDGeB2GeB2WaterDA 1 = 2.50 ACDA 3 = 3.56 ACDA 4 = 8.61 ACDA 5 = 8.01 ACDA 9 = 2.04 ACDA 6 = 0.32 ACDA 7 = 0.58 ACDA 2 = 16.86 ACDA 8 = 0.15 ACDA 10 = 0.65 ACDA 11 = 0.54 AC-8.8%-8.1%-8.4%-8.7%-9.0%-7.5%20' SETBACK20' REARSETBACK20' SIDESETBACK20' REARSETBACK30' STREETSETBACK30' FRONTSETBACK30' STREETSETBACK50' VEG. STREAMBUFFER100' VEG.BUFFER50'VEG.BUFFER200' POSSIBLEEXTENT OFRAILROAD R/WSILER BUSINESS DR.EX. PONDSTOCKPILE / STAGINGAREA/ CONSTRUCTIONPARKINGPERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:48 PM SILER_EC-700.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCEXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKEXISTING TELEPHONE LINETREELINEPROPERTY (ADJOINER)EDGE OF PAVEMENT (EP)PROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSSECURITY FENCEVEGETATIVE BUFFEREXISTING UTILITYLIMIT OF DISTURBANCEEXISTING WATERLINEEXISTING GRAVEL ROADEXISTING DITCHEXISTING WETLANDTREELINEDRAINAGE AREASTOCKPILE / STAGING AREATEMP. SILT FENCE & OUTLETSOILS SOILS GROUP - CmBSOILS GROUP - GeC2SOILS GROUP - GkDCid-Lignum ComplexGeorgeville Silty Clay LoamGeorgeville-Badin ComplexSOILS GROUP - HrBHerndon Silt LoamFLOW ARROWBAFFLESSKIMMEREMERGENCY SPILLWAYSOILS GROUP - GeB2Georgeville Silty Clay LoamWITH GEOTEXTILE FABRICTEMP. DIVERSION W/ LINERNORTHNGRAPHIC SCALE100'01" = 100'100'50'EROSION & SEDIMENTATIONCONTROL PLANEC-700** NOTE: ADD TEMPORARY DIVERSION LINER IF VELOCITY > 2FT/S***********(SEE DETAIL K ON SHEET EC-704)VICINITY MAPSCALE:NTS RONALDMARSH RDSILER BUSINESS DRJD PONDSITE LOCATIONOLD U.S. HWY 421N64W 11TH STN CHATHAM RDHAROLD ANDREWS
RDRAIL ROADPINE VIEW RDE 9TH STTRINITY STW 10TH STDUET DRH
Y
A
T
T

C
T
MARTIN LUTHERKING JR BLVDN 2ND AVESANTA FE CIRFONTANA CIROVERALL LIMIT OF DISTURBANCE= 44 ACRES
Page 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distancePage 85 of said Chatham County Registry); thence with the line of Blackmon et.ux. South 86 deg 02’ 51” East a distance662684
-8.8%
-8.1%
-8.4%
-8.7%
-9.0%
-7.5%DA 3 = 3.56 ACDA 2 = 16.86 ACDA 1 = 2.50 ACDA 4 = 8.61 ACCmBGeB2GeC2HrBGeC2GkDGeB2GeB25'5'5'5'CEC-701CEC-701CEC-701CEC-701NORFOLK SOUTHERN RAILROAD(100' RIGHT-OF-WAY)TYP. POROUS BAFFLETD 1-STD 1-NTD 2-NTD 2-STD 3-NTD 3-STD 4-WTD 4-ETYP. SKIMMER SEDIMENT BASINTOP ELV: 662'WEIR FL: 661'BOTTOM ELV: 658.5'DAM HEIGHT: 3.5'TYP. SEDIMENT BASINTOP ELV: 660'WEIR FL: 659'BOTTOM ELV: 656'DAM HEIGHT: 4'TYP. SKIMMER SEDIMENT BASINTOP ELV: 670'WEIR FL: 669'BOTTOM ELV: 666.5'DAM HEIGHT: 3.5'TYP. SKIMMER SEDIMENT BASINTOP ELV: 684'WEIR FL: 683'BOTTOM ELV: 680.5'DAM HEIGHT: 3.5'SKIMMER OUTLET AT ELV. 656'WITH RIPRAP (MIN 2' X 2',d_max=6", THICKNESS=1')12" DIA. CMP OUTLET PIPEWITH 18" RISER. OUTLER ATELV. 654' WITH RIPRAP (MIN 2'X 2', d_max=6", THICKNESS=1')SKIMMER OUTLET AT ELV. 664'WITH RIPRAP (MIN 2' X 2',d_max=6", THICKNESS=1')SKIMMER OUTLET ATELV. 674' WITH RIPRAP(MIN 2' X 2', d_max=6",THICKNESS=1')D & EEC-701BEC-701IEC-701TYP. SEDIMENTFENCE OUTLETTYP. SEDIMENT FENCEFL: 662'FL: 662'FL: 660'FL: 660'FL: 670'FL: 670'FL: 684'FL: 684'PERMIT DRAWING - NOTRELEASED FOR CONSTRUCTIONELECTRONIC FILES ARE INSTRUMENTSOF SERVICE PROVIDED BY CYPRESS CREEKRENEWABLES, LLC FOR THE CONVENIENCEOF THE INTENDED RECIPIENT(S), AND NOWARRANTY IS EITHER EXPRESSED ORIMPLIED.  ANY REUSE OR REDISTRIBUTION OFTHIS DOCUMENT IN WHOLE OR PARTWITHOUT THE WRITTEN AUTHORIZATION OFCYPRESS CREEK RENEWABLES, LLC, WILL BEAT THE SOLE RISK OF THE RECIPIENT.  IFTHERE IS A DISCREPANCY BETWEEN THEELECTRONIC FILES AND THE SIGNED ANDSEALED HARD COPIES, THE HARD COPIESSHALL GOVERN.  USE OF  ANY ELECTRONICFILES GENERATED OR PROVIDED BYCYPRESS CREEK RENEWABLES, LLC,CONSTITUTES AN ACCEPTANCE OF THESETERMS AND CONDITIONS.ABCDEFGHSEALPROJECT601-A WEST MAIN ST :: CARRBORO, NC 27510CONSULTANTCHECKED BY:DRAWN BY:DATE:PLT STAMP 3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405SEALREVISIONS
DATE DESCRIPTIONNO.
ALLY.PATRICK 5/10/2018 8:48 PM SILER_EC-701-702.DWG543216789010 543216789010ACDEFGHBCYPRESS CREEK EPC, LLC
5310 S. ALSTON AVE. | BLDG. 300
DURHAM, NORTH CAROLINA 27713
[phone] NC LICENSE: D-0383
SILER SOLAR, LLC
302 SILER BUSINESS DRIVE
SILER CITY, NC 27344
CHATHAM COUNTY04/16/18APMCEXISTING CONDITIONSPROPOSED CONDITIONSLEGENDBUILDING SETBACKEXISTING TELEPHONE LINETREELINEPROPERTY (ADJOINER)EDGE OF PAVEMENT (EP)PROPERTY BOUNDARYGRAVEL ACCESS ROADRIGHT-OF-WAYEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSSECURITY FENCEVEGETATIVE BUFFEREXISTING UTILITYLIMIT OF DISTURBANCEEXISTING WATERLINEEXISTING GRAVEL ROADEXISTING DITCHEXISTING WETLANDTREELINEDRAINAGE AREASTOCKPILE / STAGING AREATEMP. SILT FENCE & OUTLETSOILS SOILS GROUP - CmBSOILS GROUP - GeC2SOILS GROUP - GkDCid-Lignum ComplexGeorgeville Silty Clay LoamGeorgeville-Badin ComplexSOILS GROUP - HrBHerndon Silt LoamFLOW ARROWBAFFLESSKIMMEREMERGENCY SPILLWAYSOILS GROUP - GeB2Georgeville Silty Clay LoamWITH GEOTEXTILE FABRICTEMP. DIVERSION W/ LINERNORTHNGRAPHIC SCALE50'050'1" = 50'25'EROSION & SEDIMENTATIONCONTROL PLANEC-702MATCHLINE - SEE SHEET EC-701