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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:28 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
5
4
321
6
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNET CO.
NC 27526
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PLT STAMP
S
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:28 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
5
4
321
6
7
8
9
0
1
0
5
4
321
6
7
8
9
0
1
0
A
C
D
E
F
G
H
B
CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
4
/
1
8
/
2
0
1
8
J
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B
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R
A
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S
1
0
1
1 3/30/18 ADD LEASE LINE, CHANGE PROPOSED TREE LINE, ADD PARKING, ADD WATER MAIN
1.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 WILL BE APPROVED BY NCDOT PRIOR TO BEGINNING CONSTRUCTION. FINALDRIVEWAY LOCATION(S) & REQUIREMENTS ARE SUBJECT TO PERMIT REVIEW AND APPROVAL.5.PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, WILL BE CLEARED AND GRUBBED ASNECESSARY, RETAINING PRE-DEVELOPMENT DRAINAGE PATTERNS (I.E. NO MASS GRADING). APORTION OF PROJECT AREAS MAY CONSIST OF TREE CLEARING ONLY (NO GRUBBING) TO ALLEVIATESHADING OF THE ARRAY, AS INDICATED ON THE SITE PLAN. CONSTRUCTION STAGING AND AREASSUBJECT TO RUTTING DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGINGMATS (WHICH WILL BE REMOVED FOLLOWING CONSTRUCTION) OR GRAVEL WHICH WILL REMAINAFTER CONSTRUCTION. 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 BEPLACED ON PERMANENT 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 CONTRASTINGWITH ITS 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 FIFTEEN (15) 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 TOWN OF GARNER PUBLIC SAFETY DEPARTMENTDEPICTING WHERE THE DISCONNECT SWITCH IS LOCATED, AND SUPPLY ALL EMERGENCY CONTACTINFORMATION TO EMERGENCY 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 15 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.
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HARNETT COUNTY - NOTES AND REQUIREMENTS1.CYPRESS CREEK EPC, LLC IS RESPONSIBLE FOR THE ONGOING OPERATION AND MAINTENANCE FORTHE MAINTENANCE OF THE PARKING AREAS, DRIVE AISLES, AND ALL LANDSCAPE BUFFER VEGETATION.2.KATHLEEN SOLAR PROJECT IS WITHIN WS-IV DISTRICT. IMPERVIOUS SURFACE SHALL NOT EXCEED 36%BUILT-UPON AREA.3.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.4.LAND USE CLASSIFICATION = MEDIUM DENSITY RESIDENTIAL
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OWNER CONSENTAS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOW ONTHIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.___________________________________________________________________WILLIAM S. CURRIN, AUTHORIZED MEMBER/MANAGER "CURRIN HEIRS, LLC"______________________DATE
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UNDISTURBED SOIL FINISHED GRADE 4" MULCH AS SPECIFIED TREE WRAP DO 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 SOIL FINISHED GRADE 4" 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 TOPSOILBACKFILL
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:28 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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DATE DESCRIPTIONNO.
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130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:29 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
5
4
321
6
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8
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:29 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
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5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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8' MAX. FLOWCOMPOSTSOCKCOMPOST SOCK INSTALLATION NOTES:1.PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS AND DEBRIS GREATER THAN ONE INCH THATMAY INTERFERE WITH PROPER FUNCTION OF COMPOST SOCK.2.FILL SOCK NETTING UNIFORMLY WITH COMPOST TO DESIRED LENGTH SUCH THAT COMPOST SOCKS DO NOT DEFORM.3.INSTALL COMPOST SOCK PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH THE BEGINNINGAND END OF THE INSTALLATION POINTING SLIGHTLY UP THE SLOPE AT EACH END TO PREVENT BYPASS.4.TRENCH LOG INTO GROUND A MINIMUM OF 4 INCHES AND STAKE LOG EVERY 8 FEET OR CLOSER.5.USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO ATTAIN A MINIMUMOF 12 INCHES INTO THE GROUND AND 3 INCHES PROTRUDING ABOVE COMPOST SOCK6.REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF 12 THE EXPOSED HEIGHT OF COMPOST SOCK. REPLACECOMPOST SOCK IF TORN. REINSTALL COMPOST SOCK IF UNDERMINING OR DISLODGING OCCURS. REPLACE CLOGGEDCOMPOST SOCKS.7.AT TOPOGRAPHIC LOW POINTS, OR WHERE POOLING OF WATER AND SEDIMENT UPSTREAM OF SOCK MAY OCCUR,INSTALL SILT FENCE MAX. 10' BEHIND COMPOST SOCK WITH SILT FENCE OUTLET AT LOW POINT. SEE DETAILS FOR SILTFENCE AND SILT FENCE OUTLET INSTALLATION.MAINTENANCE NOTE:INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVEACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDINGBECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THESOCKNEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LANDDISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED 12"MIN.AREA TO BEPROTECTEDFLOW3"COMPOST SOCK2"x 2"STAKES TRENCH INTOGROUND 4" MIN.3' FILTER FABRICON GROUND HARDWARECLOTHFILTER OF 1" DIAMETERWASHED STONEBURY 6" OF UPPEREDGE OF FILTERFABRIC IN TRENCH SILT FENCEOUTLET SILT FENCE ALONGLOW POINT OFCOMPOST SOCK SILT FENCE OUTLET(NOT TO SCALE)COMPOST SOCK TRENCH INTOGROUND 4" MIN.FLOWSILT FENCEGEOTEXTILEFABRIC*FILTERCLOTH
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PLT STAMP
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:29 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
5
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
4
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(NOT TO SCALE)SKIMMER SEDIMENT BASIN DESIGN CRITERIA:SUMMARYTEMPORARY SEDIMENT TRAPPRIMARY SPILLWAY:TRAPEZOIDAL SPILLWAY WITH IMPERMEABLE MEMBRANEMAXIMUM DRAINAGE AREA:10 ACRESMINIMUM VOLUME:1,800 CF/ACRE OF DISTURBED AREAMINIMUM SURFACE AREA:325 SF/CFS OF Q10 PEAK INFLOWMINIMUM L/W RATIO:2:1MAXIMUM L/W RATIO:6:1MINIMUM DEPTH:2 FTDEWATERING MECHANISM:SKIMMER (SEE DETAIL THIS SHEET)MINIMUM DEWATERING TIME:2 DAYSBAFFLES REQUIRED:3 BAFFLES*(*NOTE: BASINS LESS THAN 20 FT IN LENGTH MAY USE 2 BAFFLES)
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SEDIMENT TRAP(NOT TO SCALE)DESIGN CRITERIA:SUMMARYTEMPORARY SEDIMENT TRAPPRIMARY SPILLWAY:STONE SPILLWAYMAXIMUM DRAINAGE AREA:1 ACRESMINIMUM VOLUME:3,600 CF/ACRE OF DISTURBED AREAMINIMUM SURFACE AREA:435 SF/CFS OF Q10 PEAK INFLOWMINIMUM L/W RATIO:2:1MINIMUM HEIGHT:WEIR ELV. 3.5 FT ABOVE GRADEDEWATERING MECHANISM:STONE SPILLWAYMINIMUM DEWATERING TIME:N/ABAFFLES REQUIRED:3 MAINTENANCE NOTES:1.INSPECT TEMPORARY SEDIMENT TRAPS AT L
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OR GREATER) RAINFALL EVENT AND REPAIRIMMEDIATELY.2.REMOVE SEDIMENT, AND RESTORE THE TRA
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DEPTH OF THE SPILLWAY TO ENSURE IT IS AMINIMUM OF 1.5 FEET BELOW THE LOW POINT
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THE EMBANKMENT.5.IMMEDIATELY FILL ANY SETTLEMENT OF THEEMBANKMENT TO SLIGHTLY ABOVE DESIGNGRADE. ANY RIPRAP DISPLACED FROM THESPILLWAY MUST BE REPLACED IMMEDIATELY
.
6.AFTER ALL SEDIMENT-PRODUCING AREAS HA
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REVISIONS
DATE DESCRIPTIONNO.
JACKIE.GRAHAM 4/23/2018 2:29 PM KATHLEEN_CIVIL PLAN (WORKING).DWG
5
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CYPRESS CREEK EPC, LLC
130 ROBERTS ST.
ASHEVILLE, NORTH CAROLINA 28801
(828) 350-3993 NC LICENSE: 025442
445 BUSH ST :: 8TH FLOOR :: SAN FRANCISCO, CA 94108
3250 OCEAN PARK BLVD :: SUITE 355 :: SANTA MONICA, CA 90405
5310 SOUTH ALSTON AVE :: BLDG 300 :: DURHAM, NC 27713
130 ROBERTS ST :: ASHEVILLE, NC 28801
770 L ST :: SUITE 950 :: SACRAMENTO, CA 95814
1176 E WARNER RD :: SUITE 201 :: GILBERT, AZ 85296
KATHLEEN SOLAR, LLC
3740 CHALYBEATE SPRINGS RD
FUQUAY VARINA, HARNETT CO.
NC 27526
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