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Home My WebLink AboutSW3210403_Plansheet - Proposed Conditions/Site Plan_20210824pL... p L_........... . ..... . ..... . .... PL_ PL_ .......... . ..... . ..... . ..... p L_ p L_ _3 D_ . 497 2.8 SOLAR PANEL ARRAY (TYP) 7 4 E3)IPASS # -34 W'?S (SEE ELECTRICAL PLANS ppOJEC �........... .GOAYpUE3LIC 2 70 7E3 OF -WAY) NG T 10 #R -RIGHT . . ................... NCOOT (VARIABLE . .................... A//F SHEET C2.2 D2.-.PA1?TRZ..-.N7 e.?I-' 71?ANS1:;'1?TAT1e.?N TAX ID, 62,597 D8,' 166Z PG. , 13015 Y Nlf .................. ..... .... D1..-7A1?7M1..NT 01�)ITAI�A-"N,..'S"I:'::'I?TATION 4 . 9 . m . 4 . m . 4 . 9 . m . 4 . 9 . m . 4 . m . p .. m . W . 9 . 9 . W . I 2 ............................................... TAX IZ),,f 62126 DIR, 16,37,' F�G: 32 ............................................... .................. ................................ 0V R ............................................... .............................................. F'ROdl.. 67 27'07'Z.3 (Wss4497ZJV_ ............................................... ................................................ ................ ................................................. . . ................... ............................................................................................................................................... ................................................................................................ N11 ' \\ d1MMK FA'1_570N HAWKINS' TAX 10JI 515457 m/'8 -------------- AA/� N11 5AM d0z....MCCUR"Ry & Mr . .... y . . . . . . KA 7/#iMRZ' U TAX 0;0� 2,9,..12a$F DZR� X, /::rG: 122 3 Nl� TOMMY BURNS' ek W11-i..7 ROBIN DOH.-R 1. ' TAX 0�f 42627' DIR, 10,33, FAG: 7! .............. . ................... I . ............ ............ p L_ ................... R ..... . .... ..................... R R - - - - p L. - - - - R Q_ N11 ' DZ..-7A1?7VZ..-.NT Of TAAN51::'1?TAT10N TAX 011 62260 DZR� 1645 FIG,- 10,59 ;;)j. A- 27078 (Wz:?S�� . . ... ... . ...... . ... . e�f 1��-APPROXIMATE WETLAND BOUNDARY. REFER TO WETLAND REPORT, FIGURE 6 DATED 7011512020 BY ECS CAROLINAS, LLP FOR A MORE PRECISE LOCATION OF THE WETLANDS. PROP. STEAM CROSSING (TO BE CONSTRUCTED PER APPROVED 401/404 PERMIT. I . J5� N11 WAL- MART 5'7()RZ.::"5' Z.:A,S'T, Ll::r TRA C7 A .................................................................................................. C ............................................................................................. TAX IDj 28,316 FZ.R23, FG: 75' DB: 11..T11 9, FIG.' 1800 PROP. 20'WIDE GRAVEL ACCESS DRIVE PROP. TRANSFORMER PAD (TYP APPROXIMATE WETLAND BOUNDARY. REFER TO WETLAND REPORT, FIGURE 6 DATED 1011512020 BY ECS CAROLINAS, LLP FOR A MORE PRECISE LOCATION OF THE WETLANDS. 100' SOUTHERN RAILWAY RIGHT Of WAY N11 EZECTRIe", e2Z.ASS' f7l.71:7? ...0 AMI...RICA, 7Ld, N11 TRA 67 10 LAND TAX 10JI 72773 HOZ..DINGS', LLC LJR12,38, 1,'C;,,, 2487 TAX 028,317 DZR1717, /::'G.° 0296 R p L. PL. p p P� ..... ........................................... r.:) . ................................................. p . .......... .............................. pt. ........................................... . ... ..... ...... . ..... . .......... p L. RANDOLPH ROAD SR.- 1308 (60' PUBLIC RIGHT-OF-WAY) PER. FS.- JJ, IDG.- 138 f OI I 7�:' NGS' M0NUMZ.::NT N: 5717.3 1. 16 COMBINZ.:7) SOAZ.Z.:7 I -ACTOR, 999872.'85 � � NOTES: 1 BOUNDARY AND ALTA SURVEY WAS PROVIDED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC., DATED JUNE 18,2021. 2. TOPOGRAPHIC SURVEY WAS PROVIDED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC., DATED FEBRUARY 2021. C ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0812412021 B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021 A ADDRESSED COMMENTS FROM NCDEQ 0311012021 REV.NO. DESCRIPTIONS DATE \1 REVISIONS C A Af 0 EA 043862 0LpH R014D\_J R14ND SR: 1308 OF -WAY) (60, pUBLIC RIGHT-: 1,38 PER. PB: 33' PG LINE TA HL E LINE # DIRECTION LENGTH Ll S 16*1706" W 23 82' L2 S 145545 " W 72.22' L J S 145545 " W 84.04' L 4 S 30'04 26" W I36.58' L5 S I 1'JJ5J " W 94.73' L 6 S 02-0656" E 91.79' L7 S 002258" W 39.04' L8 S 394647" W 55.70' Lg S 394647" W 34.45' L10 S 193440 " W 48.01' L11 S 38727'14" W 88.92' L 12 S 50'3843" W 61.91' L13 S 08*56'15" W 124. 0 1' L 14 S 795234 " W 54.53' SHEET C2.1. INSET #1 -1d ' i,E-PA/ DRI VSR.-1,305 (,501 PUBLIC RIGHT -OF 114._ 14 PER. pB: 23, pG: 52 ............... . . . . .......... . PROP. SITE ENTRANCE (CONSTRUCT PER APPROVED NCDOT DRIVEWAY PERMIT) v��&cREED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704) 841-2588, Fax: (704) 841-2567 NC License# F-1222 www.mckimcreed.com LINE TA HL E LINE # DIRECTION LENGTH L8 S 39*4647" W 55.70' L 15 5 JO *25 24 " E 15.34' L 17 S 18'44'18" E 132.87' L19 S 03*0337" E 27J.20' L20 S 1821'16" E 74.51' L21 S 31*27'16" E 126.88' L23 S 69*37'19" E 88. J6' L24 S 70'1 O'J5 " E 48.29' L25 S 77* 14 28 " E 12. J2' L26 S 78'5045 " E 84.4 1' L27 S 79*45'17" E 90. J5' L28 N 825048" E 11381' L29 N 82*31'18" E 104.72' LJO N 833454 " E 202.42' L31 N 84 2435 " E 60.37' L32 N 843202" E 58.60' LJJ N 852337" E 51.53' L34 N 88'0025" E 74. JO' L35 N 87'5036" E 154.02' LJ6 N 87'5034 - E 4.50' A [roet"r''a COUS-M UCTIOIL- hep-Petra Construction, LLC 11330 Vanstory Drive Suite 101 Huntersville, North Carolina 28078 Phone: (704) 897-0713 TA BL E LINE DIRECTION LENGTH L37 S 71*42'15" E 28.20' L38 5 66'I3'08" E 205.61 L39 S 72'I3'49" E 242.91' L40 S 4842'10" E 174.05' L41 5 502153" E 239.99' L42 5 764200" E 2J7. 00' L43 5 47'0047" E 178. J2' L44 S 46*5159" E 200.40' L45 S 46'0435" E 215.74' L46 5 56'1832" E 148.66' L47 5 33'41 28" W JO. 00' L48 N 56'1832" W 151.34' L49 N 46'0435 " W 218.20' L50 N 46*5159" W 200.18' L51 N 4 7'00'4 7 " W 170.33' L52 N 76*4200 " W 236.06' L53 N 49'4132" W 415.64' L54 N 72*I349" W 238.24' L55 N 66'I3'08 " W 109. Jg' L56 N 752455 - W 29.67' r................ PPROXIMATE LOCATION OF POINT OF INTERCONNECT (SEE ELECTRICAL PLANS) LINE TABLE LINE # DIRECTION LENGTH L57 N 8646'16" W 105.44' L58 N 00'5452" E 29. 11' L59 S 88'0558 " W 69.88' L60 S 86'5034 " W 229.67' L61 S 83'0739 " W 226.44' L 62 S 832353" W 151.18' L63 S 82'5048 " W 101.87' L64 N 80'5220" W 177.Jl' L65 N 67'3I'14" W 141.04' L66 N 03*0954" W 252.9 1' L67 N 195804" W 168.49' L68 N 52-0655- W 45. IJ' PROPOSED OVERHEAD UTILITY LINE (OU) INSIDE ACCESS AND UTILITY EASEMENT (TYP) 200' 100' 0 200' 400' 1 "=200' 233 RANDOLPH 74 SOLAR I 2200 SOUTHERN DRIVE SHELBY, NC 28105 OVERALL SITE PLAN IMPERVIOUS AREA BREAKDOWN ACCESS ROAD 58,276 SF TRANSFORMER PAD 120 SF ARRAY POST FOUNDATIONS 167.5 SF (=670 PANEL FOOTINGS AT 6" X 6") ARRAY AREA WITH SLOPES >8% 120,856 SF TOTAL: 179419.5 SF CURVE TABLE CURVE RADIUS DELTA LENGTH CHL CH8 C1 1806.77' 13'1043" 415.58' 414.66' N 89720103" W C2 22758. J2' 15854" 787.09' 787.05' N 74 *23'04 " E ci 22758. J2' 0*4724 " JIJ.8J' 31382' N 754729" E C4 22758. J2 I'JJ'l 6 " 617. J8' 617.J6'. I N 765746" E. C5 120.50' 16'03'41 JJ. 78' JJ. 67' N 89*0722" W C6 18J. OJ' 235639 76.49' 75.94' S 3345'16" E C7 120.00' 15 *40'42 32.84' 32.73' S 10 *5J58 " E C8 298. 00' 21 *2444 11 I.J7' 110. 72' 5 5857J4 " E C9 JJO. 50' 6636'19" 384.20' 362. 9J' N 362146" W DATE: MARCH 2021 MCE PROJ. # 06836-0005 DRAWN JPM DESIGNED JPM CHECKED PMN PROJ. MGR. PMN SCALE HORIZONTAL 1 " = 200' VERTICAL: N/A C2.0 DRAWING NUMBER C REVISION STATUS: REVIEW DRAWING NOT FOR CONSTRUCTION S:\06836 - PETRA ENGINEERING\0005 CAPE FEAR SOLAR\80-DWG\86-DESIGN\PLAN SH EETS\C2.0 -SITE PLAN.DWG ---- 08/23/2021 19:40:38 X — -- ------------ " 30 1::e9i;Y.AR TRZ.:IT 1 0UND 0:� a X S J9'4 6'4 7 " W 35.04'(TIE—LINE) X X 100, 0 .0 N X F_ LU LU 0 m X U) LU LU R1 00' I X X LL1 >< F_ 0 c X EX FENCE (TO REMAIN Ld X X 0 X Nll' WAL - MART S70RZ.::,SI..-.A,S'T, L F1 TAACT A TZ.:7.-WA LOYD MrKZ.::1.:' TAX IDJ 26.316 F'13,� 2,.1 f pe.'7'�' 75 R31 EX. WOODSLINE (TYP) ACCESS' PROP. TREE LINE INSET #1 C51 L42 L52 LU U) z LU LU z F_ ..... ....... .. ......... ..... . ... . ... . .... ... ... . . ..... .. ..... .. .. ..... .. ..... .. ..... . . . ..... .. ..... .. .. ..... .. ..... .. ..... . . . ..... .. ..... .. .. ..... . Lags s .. ... ... ... ... .. ou ------ ACCESS AND UTILITY 0 U EASEMENT (TYP) .......... LU. ... ... U A�_ ou 0 ( J, 0 U _L� . 0U . . .. ..... .. ..... .. .. ..... .. ..... .. ..... . ou . . ..... .. ..... .. .. ..... .. ..... .. ..... . 9� y . ..... PROPOSED OVERHEAD . ... .. . .......... UTILITY LINE - OU LU (TYP) .... .... . . -.4 6 INSET #2 PROP. 20'WIDE GRAVEL ACCESS DRIVE EX. FENCE (TO REMAIN) LJ5 . .. ....... . . ...... .. . .. ... .. ....... . ..... R1 00' LJ4 L,3-3 . ...... . . . ..... .... . . .... LJ2 r .................. ...... .... IIJU V ------- UTILITY LINE - OU R1 00' X.7=- ou ou 7 77 R40' (TYP) 7 . .............. �9 11 . — 11 ........... . ..... . ..... r 't y INSET #3 0 (TYP) PROPOSED OVERHEAD U. . ..................... . . ...... ........ ... CA ........ . ....... . ....... . ......... ....................... . ............ ...... .... L28 'k. ..... . .... "1 (.3 ... . ............. r . . ... ..... 1(3 '"Id ................................ . ................................................ . ................................................. . ................................................. . .................... ly C ............. ........... . .... ..... ..... .. ....... . ..... ....... . .......... .................................. .................................................................................................................................................................................................... TEMPORARY ou ........ ....... re: 11 .............. ------------- CONSTRUCTION .... . .... . ..... ....... . ........ ...................................................................................................................................................... . ....... .............. .............. ......... ......... ......... ................ ....... ............ EASEMENT-TCE 1,111 )100,�Al .. ... ... ... ................. ............. (TYP) r-y' —4—y . . . ....... y . . . . . . ............ y ACCESS AND UTILITY . . .... . cA EASEMENT (TYP) y . ...... I Ci .. ....... ....... ....... ....... ....... ....... ....................... ............. y c-3 C PROP. SITE ENTRANCE > -RN DRIVE ."( C... '50 L) 714E (CONSTRUCT PER APPROVED >r SR: 1505 OF— WA Y) NCDOT DRIVEWAY PERMIT) ....... . . PUBLIC RIGHT— .. ......... 60 PG: 52 'I (PER. PB: 2J, T C ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0812412021 B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021 A ADDRESSED COMMENTS FROM NCDEQ REV.NO. DESCRIPTIONS Tj REVISIONS CAN 0 EAU 043862 al -4, N4CK 1 A4 & C R E ED 44� 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704) 841-2588, Fax: (704) 841-2567 NC License# F-1222 www.mckimcreed.com e ra CO V S-M U CTI 0 IL— hep-Petra Construction, LLC 11330 Vanstory Drive Suite 101 Huntersville, North Carolina 28078 Phone: (704) 897-0713 50' 25' 0 50' 100, 1 11=50' I 233 RANDOLPH 74 SOLAR 1 2200 SOUTHERN DRIVE SHELBY, NC 28105 ENLARGED SITE PLAN LJ6 7 PROP. CULVERT (TYP) (SEE SHEET C3.1 FOR DETAILS) LU Cn z LU LU Cn I LU z 4C Y ............. ..... y—"Y'_., " pl.. . . .... . ......... . .... ....... . .... . ...... e- DATE: N MARCH 2021 MCE PROJ. # 06836-0005 DRAWN JPM DESIGNED JPM CHECKED PMN PROJ. MGR. PMN IIIII&I14fail I = HORIZONTAL: V = 50' VERTICAL: N/A C2.1 DRAWING NUMBER C REVISION STATUS: REVIEW DRAWING NOT FOR CONSTRUCTION S:\06836 - PETRA ENGINEERING\0005 CAPE FEAR SOLAR\80-DWG\86-DESIGN\PLAN SH EETS\C2.0 -SITE PLAN.DWG ---- 08/23/2021 19:40:48 Nll::' D1..-7:A1?TR1-.NT Of' TRANS'l::IRTARON TAX IDJ 62,597 F'8,. 6- 90, FG,I D3, 1667, FG,1,306' FENCE SETBACK 30'FROM PROPERTY LINE. EXISTING VEGETATION TO BE LEFT AS A BUFFER (TYP) CONCRZ 7 RIW MONUMI.E.NT f OUND _y (C NFIFIFFIFIFF1 mil I I I I I I I I I I I 1 11111111111111111111 111111111111111111 111111111111111111111 111111111111 111111111111 111111111111 111111111111111111111iff 111111111111111111111 ff"111111111111 FRI11111111111 IHI I I I I I I I I I I I H11111111111111111111111 C TH1111 I I I I I I I I I I I I I I I I I JURISDICTIONAL STREAM (TYP) 30'STREAM BUFFER ER (TYP) .. ..... ... —M74�— AA/ � A A A, A� ......... . ........... ..... . ... . ........... . .... . .... . .... . .... . ........... . ........... . .... ...... ..... . . . . .... -_A- A,A..._,A,� _A . . ........ ........ . . ..... . ..... . .. ... ....... .. . . .. .... ......... ..... ........... ......... . .... . N11 5AMMY dCE' MCCIURRK & W//.Z.... VIRGINA KATI#iM�E McCUleleY TAX 011 28,3.A5 3 (SEE ELECTRICAL PLA'NS1 ;OK5' RZ.: ZRAR f OUND APPROXIMA TE WETLAND BOUNDARY. REFER TO WETLAND REPORT, FIGURE 6 DATED 301, Z)Z.:AD OAK Tfa i.:7 1011512020 BY ECS CAROLINAS, LLP FOR A MORE f OUND W1 1.7Z.All.: MAAI?K,.c.>' PRECISE LOCATION OF THE WETLANDS. PROP. 6" CHAIN LINK FENCE WITH BARBED WIRE (TYP) AL AL AL lb, lb, lb, A_ PROP. TREE LINE . .. . ......... fi1Z.:.1?AR (TYP) F11 UND e.?fT'LZ.1N.7 -4 AL AL .. ... .. ... .. ... .. .. ........... 5 RZ.:.B41? fOUND 30'STREAM BUFFER (TYP) I PROPERTY BOUNDARY' (TYP) X JURISDICTIONAL 30'� STREAM (TYP) J4. R fOUND X EX. WOODSLINE Im (TYP) PROP. HEADWALL (SEE DETAILS) PROP CULVERT (TYP) (SEE SHEET C3.2 FOR b h�15 1?2.-.B41? f OUND DETAILS) CUZ. A M) (1:� 0, Z.3) --------- tfli i i i i i i i i i i 111111111111111111111 1 111111111111 1111111111111111111111H (ALCUZ.. TI.E.Y) 1::0IAIT . . ..... ... .......... ......... .......... 1111111111111111111 FFFFF1 I I I I I I I I I I I 4TI I I I I I I I I I I I �1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I IN I I I I I I I I I I I I I 1 111111111111 R6 //,5 RZ.:ZRAR A'. UND- 0_5'' 0/ .LINZ:.' \/q 3 1 1111 PROP. HEADWALL X (SEE DETAILS) 1 CROSSING " /.:: PROP, STEAM CROSSING Q) (TO BE CONSTRUCTED T1�'L:.. 11T> ��/ PER APPROVED 401/404 X PERMIT. PROP. 20'ACCESS GATE m azLm R1 00' 141 1 �11 I I I Hi I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1111111111111111111 J�5 1?2:B41?- X Si..-.7 PROP. 20'WIDE GRAVEL I I I I I I I I I I I I I aT[�i I I I I I I I I I I I ajm�i I I I I I I I I I I I FFFF1 I I I I I I I I I I I ACCESS DRIVE % 20 ➢ 1:: 01::2.A1? TRZ.:. IT f OUND PROP.OVERHEAD ............ ..... ..... ........ UTILITY LINE - OU . .... (TYP) 20f"OUOANKD . .... ....... . + . . . . ...... ...... . ......... . ........ '.. . ......... + + +++++ . .... . ...... . . . . ...... PROP. UTILITY POLE +++ ++++++ =zi- ------- . ....... ............. (TYP) + +++++++ . . . . . . . . .... I- ++ ++++++++ . . ............... . ...... . ....... ......... . ......... ++++++++++ . . ................ 0 ++++V+++++ . ..... . ..... N 00'27'59" E I +++++ ++++++ 56.62' ------ ++++ + + + hi I .. .. .......... V++++++++ +++++ + ++++++++++++++ . .......... . ...... I& +++++++++ ++++++ + +++ POLE MOUNTED . . ........ . . ..... ..... , WEE + + + + + + + ++ + + ............ . . ..... .. . . . ...... ++ �+++++++++++N+1 + �+++++++ Al? ........... V .. ...... . .... .... PAD (TYP) ++ i PROP. TRANSFORMER 4C CS .......... ... . .. . ... ......... ... .... ... .... ........... .. . .. . .. ... .. ...... ... ...... . .. :: ........... . . ........... i 3CAM .......... . .......... . . ............................... ............. 1......., .. +++++++) ...... 41 y .... ...... , / .......... I . ... .. .. ... .. .. .. ... .. .. .. . .. ... 0`5 1Y A13++++++ + . ... ..... . ... .. .. ... 5 _R .......... . ..... t+:+: ++++++++ P40 k + . .. C ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0812412021 B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021 A I ADDRESSED COMMENTS FROM NCDEQ 0311012021 REV.NO. DESCRIPTIONS DATE REVISIONS . .. ... ..... ......... .... .... 41Z& 100' SOUTHERN RAILWAY RIGHT OF WA Y 14X&qqq ............ . .. .......... 4 CANO EAU 043862 GIN 0*1\ +++++++++++.+++ ..... . ....... +++++++++++ + APPROX. LOCATION OF 41>C DWARF HEARTLEAF :+: +. + . . (O BE PROTECTE) Z& ......... �15 RZ:7. :+ A! 6/ II +:++++++ ++++++ +++++ ++ 14 + + + A, 4� 50' 25' 0 50' 100, 1 11=50' 41e� CmiED 8020 Tower Point Drive Charlotte, North Carolina 28227 Phone: (704) 841-2588, Fax: (704) 841-2567 NC License# F-1222 www.mckimcreed.com hep-Petra Construction, LLC 11330 Vanstory Drive Suite 101 Huntersville, North Carolina 28078 Phone: (704) 897-0713 R1 TOM LU LU LU LU U) LU z 30" i;0i;Z..AR _— -- ------------ TRZ.:� 1.7 f OUND S J9'4 6'4 7 " W 35.04'(TIE—L/Nf) TEMPORARY CONSTRUCTIO EASEMENT-T( (TYP) X X X X X ACCESS AND U ILITY 0 EASEMENT T 0 0 W W 0 IW PROPOSED OVERHEAD UTILITY LINE - OU 0 (TYP) 0 —'s 233 RANDOLPH 74 SOLAR I 2200 SOUTHERN DRIVE SHELBY, NC 28105 ENLARGED SITE PLAN DATE: MARCH 2021 MCE PROJ. # 06836-0005 DRAWN JPM DESIGNED JPM CHECKED PMN PROJ. MGR. PMN X X EX. FENCE (TO REMAIN) X X X X X X HORIZONTAL: V =50' VERTICAL: N/A C2.2 DRAWING NUMBER C REVISION STATUS: REVIEW DRAWING NOT FOR CONSTRUCTION S:\06836 — PETRA ENGINEERING\0005 CAPE FEAR SOLAR\80—DWG\86—DESIGN\PLAN SH EETS\C2.0 —SITE PLAN.DWG ---- 08/23/2021 19:40:55