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HomeMy WebLinkAboutSW5220102_Plansheet C200-206 - Proposed Conditions_Site Plan_20220428NOTES 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS_ 2. SINGLE—PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. H.' ssr, \?fa:2rss ;ert�� 7„= IPA — `*2F — — — — — — vKfF:GRF'_r dq < r3: r, peen 50u •.- o� l_ o VF JrtiS""RJ li A ih 0% �i rE;2 ROOF' JIPF )� NORTH: 809518.22' EAST.' 2267402.61' 41\ EXISTING ZONING BOUNDARY (TYP) �206 ... �00000000000000000000000 �%�ti\ )PF III III . PROPOSED GRAVEL DRIVE (TYP) n so 20 YEN: £'vECX%G5548G'7 SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE STREAM (C/L) SB 50' STREAM BUFFER t--T WET - EXISTING WETLANDS 3 +�+ i EXISTING STREAM (TYP) 11��lllllllllllllll� �III� 49��� =-:: UU U UU U11 IIIUU IIIIIII� U U UIIII03 ��, ��IIIIIIIIIIIIIIIIII .-.�', STREAM BUFFER (TYP) i JOi`Ci fKV EXISTING WETLANDS (TYP) "O°r'''0'"` � GENERAL LEASE BOUNDARY (TYP) EXISTING WETLANDS (TYP) 1 L r � Ar' 41 :f Jr3LC� v �436 . 3 W off L5 .• : W5 r lr r 2t1 1)00C 7 �pp PEFL-1 933 ;A(-,E r i 46 � I _L JJ �n C�� z EXISTING HORSEPEN BRANCH (BRANCH OF SAPONY CREEK; 28-55—(1)) RIVER BASIN: TAR PAMLICO nnm� minim '77 �T a z JIM1Ap.r,� �q:L - ��10rrv'GCK.70n1 � �Ild:;'%3c0i7i7/21i32f3 '? A': 25CGG072 55--` 5 PROPERTY LINE (TYP) PROPERTY SOLAR ARRAYS (TYP) PROPERTY FENCE (TYP) JJ� 1------------- i J1 k �N 81 Cr, O FW:2,.6000526507 nr-rn eoox -on A6. EXISTING SAPONY CREEK; 28-55—(1) RIVER BASIN: TAR PAMLICO 400 PROPERTY VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 CONTACT: MATT ABBOTT (828) 348-8918 CIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 CONTACT: GREGORY R. HOFFMAN, P.E. (828) 252-5388 SURVEYOR: TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 CONTACT: TERRY WESTENDORF (919) 866-4951 PROJECT DATA PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE —DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST —DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH MASTER SITE PLAN GRAPHIC SCALE 0 200 400 S00 ( IN FEET ) 1 inch = 400 ft. w C LO 00 0) N O_ � w 'v It M M N N L r0 ~ M It LO N a N N z w CO z 'T'T z O N J ap Op w W N N w J a W Q xazm fALLc0=0LL w0 Q a z aQ 3w ¢ 3 N U) CV U w cn z w 0 J J w [0 0 z Q Q m Cn fn Y U) W CD Q U c� z z m Ld � o z W z z o 0 a o IL 0 0 J V) o Q w W :::) m m � Ln cn W m W IL N W orN Q z P ' 00. dos J _Q01 <0 9- �_ 0 ow vw1n Q°CD az 0 U a 0 a0 Ld J z_ o � n r � � T i U/ J C/ C 0 o W J (J] Q Z Q Li J W W W W W 'w W rJ � c Q L'i Z rz DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET 1600 C200 ATl1TT 0 1. 2. 3. 4. N L 7 W ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS - SINGLE —PHASE CONSTRUCTION. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. PROPOSED SUBSTATION IMPROVEMENTS SHOWN AS EXISTING CONDITIONS. SEE PLANS TITLED "EAST NASH SUBSTATION" APPROVED UNDER PERMITS: NASH-2021-028 D042-064-21-00081 EXISTING WETLANDS (TYP) PROPOSED LAYDOWN YARD REMAINING TREE LINE (TYP) + + WITH RAIN GAUGE AND (SEE DETAIL D2.02) + + `r `r t+++t+ + + + ++� INSPECTION BOXES +++++++++++++ +++ + + + + y + + + + + + + + . + + +++++I+ +y + + I r + + + + + + + 8S + +i + + + + + + + ADJACENT PROPERTY LINE (TYP) �+* m /+++++++++ ++dam+ -{ I+++i PROPOSED FENCE (TYP) �++++++++++ ++++ m +*+ (SEE DETAIL D2.03) +++++++++++�,+�+� + + + + + + + + + + �4+4 \*+++++++++++ +++ �8 Qs +� 3++*+*+*++++ Lp ++1 ------ - 385' +++++++++++++ / �+ . + WVT 1 ii+++++++++++++ + 3 +l + + + + + + + + + + + + + T + + + + >A PROPOSED DOUBLE CHAIN �+ + + + + + + + + + + + + + + + o 0 0 -- - - - + + + + + + + + + + + + + + +� SWING GATE (TYP) � \ + + + + + + + + / 4 + + + + + + + + + (SEE DETAIL D2.04) + + + + + + + + + + + + + + + +.z wF + + + + A. + + + + + + + + + + 0) o 0 o R66' 3 + + + + + + 1�es\3++++++++++ +++ �S +++++++++ �w o ;++++t ++�, m 0 +++++++++++++++++� + tkpHLIN E 5' S ET+++++++ + oN W .+ +++++ + ++++++++ + + +, LINE _SHE a1 +++�+ +++ �- ++t�F++++++t as v + + +A �� _ ��+ �+++++5�+1 PROPOSED FENCE (TYP) + + + + + + + + + + O O O c��1 (SEE DETAIL D2.03) \ + + + + + + + + + + + f ffl' + + + + + + + + + + 5,+ + + + + + +++ ++�+++++++++++ +WFi / �++++ + CB + +t.r �� + + �, + + + + + + + + +\ / �� + +�+q)+ i + j PROPERTY LINE (TYP) + + + .. + .. + .. + + + + + + + + ++ +/+++++++++++++++++++++ AFT /�dp \+++f++ + ' +++ \ �m �u+++++++++++++++++\ ® \ 3; +++ N + + + + + + + + + + + + + + + +� / + + + + + / + + + + + + + + + + + + + + + + � / / 1 /. + + +V+ + + as + %,+ + + + + + + + + + + + + + + + + - x / �-- �P + + + m + S + + + + + + + + + + + + + + + + + �_ �, 100 + + + + + +�++++++++++++++++� � ��+++1+�+ � ++++++++++++++++ �f �o // ♦ ,�,+++++ + r 16 + + + + + + + + + + + + + + + + +n - ', R92' � 3 + + + ' + + �^-A51 + + + + + + + + + + + + + + y o�O / / + + + ++ + + + + + + + + + + + + + + + _ + + + + + + +,+ + LJ u� + ++ . ++++++++++++++++++++ �� off, + + + + + + + +++ m +++++++++++++++++++++++y \ k? \ ' ' / 1, +++++++++++++++++ + m �J /+ ++ +++++++++++++++++++++1 \ - / ��oH / +++++++++++++++++++ + V) \ 1� ( + + + + + + + + + + + + ' f I oN / �4 + + + + + + + + + + + + �,� ' / I off W3F+++++++++++++++++++++ +\ � �r + + + + \+ + + + + + + + + + + f / `� O� + + + + + + + + + + + t ry� + + + { + + + + + + + + + + + + + + + + + + + + + + v 1 + + + + + + + + + + + + + + + + t' I r+ + + + + + + + + + + + aj + + + + + t+ % + + + + + + + + + +� w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. ��� �++++++++++++++++++++++++ W + + + + Lam\ + + + + + + + + + + + ! + + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + \ + + + + + + + + + + + + + + + +� �+ + + + + + + + + + + + + + + + + + •.1 V - + + + + + J + + + + + + ... ... +n� / p \ ° + + + + + + + + + + + +y+ + + + + + + + + + + + + + y \ 1 �+ + + + + + + + + + r m} Uy + + + + + + + + + + + + + + w + + + + + + + + + + s \ + + + + + + + + + + + + + + + + r ° 3► + + + + + + + + + + ++++++S++++++++++++i �, ++++++++++�� + + + + + + + + + + + + + + + + + + + + + + + + + +��+ + + + + + + + + + + +�� ° °++++++++++++++t+++� + +++++++++++�1 7 I K \, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� / / / I++++++++++++ + + + + + + + + + + + + + + + + _ + + + + + w�++++++ + +++++++++++++++++++++++ ++ T / / / I I+++++++++++y \ ++++++++++ ++N ♦ / / I 1 �+++++++++� 8S + + + + + + + + + + + + + + + + + + ++ ++ +++++++++ ++ +++++++++++++++++++% i °/ / / I ++++++++ I 9 ++ +++++++++++++ O� i I /+++ s + + + A'+ + + + + + + + + + + + + + + + �\ /`� OO l / 0 1 + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++T / 0000 + + + + + + + + + + + + + + + + + + + + + + +� / ���� o PROPOSED GRAVEL DRIVE (TYP) (SEE DETAIL D2.01) PROPOSED EDGE OF GRAVEL (TYP) PROPOSED SOLAR ARRAY (TYP) � + + + + + + + + + + + + + + + + + + + + + + +./.\ O ° +\ �s /+ + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++++ 00�+�, + f+++++++++++++++++++++++++++++++++++�o� + + + + + + + + + + %+ + 3F + + + + + + + + + + + + + + + + •+ + + #/+ + + +� ry/ I ' I + + + + + + + + + + + + + + + + + +`+ + *+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*+*++++ �QO����+++++++*+*+* � ��/ X+ m \++ + ++ + + + + + + + + + + + + + + + t + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T,++++++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++++�+ 1 � `S + + + + + + + •+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + C8 + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + Ig + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + �+ c�, + + + + t + t + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r*l + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + t + t + + + + + + + + + + + + + + + + + + + + ' + -A as + + Q) +/ + + + + + + + + + + + + + + + + + + + + + + + + + + +j + +41,+++++++++++++++++++++++++++ *\ I ++++++++++++++++++++++++++ I +, ++ + + + + + + + + + + + + + + + + + + + + + + + + + +� I + + 50 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +F + + + + + + + +`�Cx� + + F`�✓ WETt�.` I I I+ �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `+�' + + �{ + + + + + + + + + + + + + + + +pt + + + + + + + + �+ + + + + + + + + + *� I I Fr + + + + + + + + + + + +�+ +/+ + + + + + + + + + + + + + + + + + + + + + + + + +NE+ ' \ I + + + + + + + + + + + + + ' + + + + + + + + + + + + + + +�. � + + + + + + + + + + + + + I I I (,� + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + +W + + + + + +� + + + + + + + +. *+ + + + + + + + + + + + + + + �+ + + t + t + + + + + + + t� r �+ + + + +E+ �+ + s r+ + + + + + + + + + .*+ + + + + + + + + � + + + + + + + + + + + \ 1P1ETF + + + + + + + + + + + + + + + I I 4+ + + + + + + +� + + + + + + +84 + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + �9s + + + + + + + + + + + + +,tp.� + + + + + + + + + + + + + + + + + +I I + + + + + + + + �, + +r^ F + + + + + + + + + + j' + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + t + t + + + + + + . I + + + + + + + + /jf + + �+ + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +z + + + + + + + + + + + �m +.4+t+++++,+�F�+++�+++++I+++++++++++++++++++++++++++++++++++� .+++++++ '-+�+++ + + + +(+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + �+ + + + + + +y + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + z�+ + + + + + + + + ++ ++4 ++++++++� + + +� �� ae—�_+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� I I + + + + + + + + / + + + rn a + + + �,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I \ + + + + + + + + + + + + F+ + + + + 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + +y 3! + + + + + + + + + + �9' + + + + + + .as + + + + + + + + + + + + + + + + + + t + t + + + t + + + t +� T I + + + + + + + + � + + ls+ + + �*+ ++ + ++ + +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ II ��y++++++++ / ++++++++++++ $ +++++ + � 8S. ( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + �. + + + + 4� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + +y I + + + + + es M�++++++++++++++++++++++++++++++++++y I +++ +tq / Ilk/„ / I $B t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I I I + + + / � + i� + + + + \ PROPERTY ALT 1 VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CIVIL ENGINEER: PROJECT DATA PIN: ADDRESS: DEED BOOK/PAGE: SITE ACREAGE: ZONING: SETBACKS: FRONT: SIDES: REAR: DISTURBED AREA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 2860-0076-4551 US-64A, TOWN OF SPRING HOPE 2819/614 325.6 ACRES RA 30' 15' 30' 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE \ PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE �— STREAM (C/L) SB 50' STREAM BUFFER -r -+ WEk F++++] EXISTING WETLANDS L i3M es +++++++++++++++++++++++++++ i► +,++ +(+ +++++� /?1++++++++++++++++++++++++*+*+*+++*+*+*+*+*+*+*+*+*++1 �+++++ T Al+++%. +++++ +++ \+ + + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + +\ + ( + + + + ��++++++++++++++++++++++++++++++++++++++++++++++�/ y W+++++++++++++++++ 0++ +� + + S81 + + + + + + + + + + + + + + + + + + + 3� + + + + + + + + + +$ + + IS \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++�+++++++++�+++ +� ++++++++++++++++++ ++++++++++ + ++ EXISTING STREAM (TYP) \ . + + + + + + + + + + + + + + + + + \ + + + + + + + + + + ++ + + + + + + + + + + + + + + + + +�' + + + + + + + + EXISTING NCDOT RIGHT OF WAY + + + + + + + + + + + + + + + +\ + + + + + + + + + \ + + + + + + + + + + + + + + + + + - + + + + + + + + + ° v V t t t + + + + + t + + + + + + + + + + + + + t + %F t t t t `� v \�M+.++++++++++++++++++++++++� \+++++++++++++++++++ ++ ++ ++++ 8S�,� r + + + + + + + + + + + i}� +i ,I0/ F as �� + + + + + + + �� �/ + + + + + + + + + + + + e= \ �+.�' + +-+—+ + + �� + + + + + + 1 SB `� —Sg $ \ `as as __ "rr \+� +BS+ + \ 10 �— es +CF—jJ+++++++ } ♦ ♦ ♦ + _ Z� ♦ 4 _ \ (� — sa -So -So as — 8S �t1 ' n (+ + _, \ � 0 (� CEO �► 07 ++++{++++ CDC INSPECTIONS HOTLINE: 828-771-475 OR INSPECTION@CDCGO.COM d �� 0 so 1+ T�,� i �tiIC + + + + + + + + Know what's below. �] ADJACENT PROPERTY LINE (TYP) / +++++++++++++++ + ++ ,•� +++++++++ ++ Call before you dig. $ ,� + + + + + + + + + + + +a7+ [� s /♦ + + + + + + + + + + ... (A + � + ++++++++++++++++++++++++++++ + +++ ♦ ♦ + + + + + + + + + + + + + +i+ + + EXISTING 50' ZONE 2 STREAM BUFFER (TYP) y (yh+ + + + + + + + + + + + +-d + +++ ++ +++++++++ m EXISTING HORSEPEN BRANCH ♦ ♦ + + + + + + + + + + + + v) ( + + + + + + +,++ + + Q O (BRANCH OF SAPONY CREEK; ♦ I M ++ + + + + + + + + i _4 i v rrrnn VJ l� 1\ RIVER BASIN: TAR PAMLICO ^� fly I \i f n EXISTING 30' ZONE 1 STREAM BUFFER (TYP) _+ + + + + + + + + + Mom+ + + + + 100 0 +++ + + + + + .+ + NORTH SITE PLAN GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 W C LO 0� O Ln a It M co W N N L r- ~ 00 It LO N a N N V z W z Lo Lo O N N J ap Op W W N N W J as a W Q cc F w x z co = O LL m fA W O LL Q a Z Q a 3 3 NLO Y Y � Q Q U� L Y w CD z Q U c� z Ld � o z �o0 w Q o w z � a o J 0 0 o Q w m m o � cn w w Ch Li I N I r) 0 0 cn aC a a 0 N ° 4-0 Q .� i `� �+w V . (D O 3 CV U ys w cn z W 0 J J W [0 U z � Im ofz 0 a, U a = 01 z a w 0 J oz V ♦ w Z 0 ) J n U a w J Z O] Ld w o w w w z 'w Q U) w ~ Q J w � W w z DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C201 X T/"1TT CY 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS_ 2. SINGLE-PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. PROPERTY LINE (TYP) 14 h.� \ + �A �+ + + + + y +� *vv uH7I1I E(SEEHE -/I TGHLI E(SE >� . 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SB LINE (SEES ET C�sa —� y�� I R125' 20' 11 PROPOSED INVERTER PAD (TYP) of 8s PROPOSED SOLAR ARRAY (TYP) (SEE DETAIL D2.02) as 9$ 1 / S WET+O + PROPOSED FENCE (TYP) + (SEE DETAIL D2.03) + + ++ + + / + +�+ �+\ �+ + as es 4r \� i m 1 /N l� 336' Oft ml Gs \ C- S 18 *,+-+� /) \+ I CUD.) eS +W w + + + 6+ + + + ,+ + + )+I+ ++ S \ + e; + + PROPERTY A�LT ( 6 4t VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: PROJECT DATA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE STREAM (C/L) SIB 50' STREAM BUFFER t--r WET' +,-,h- EXISTING WETLANDS 33M CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM 3++++++++++++ +i .. a Know what's below. �+ + + + + + S es I Call before you dig. +++++++ + + + + + 4 + + + + + + + + +t+t+t+t +++++++ +++t+ ++++_+ m + + + j / ioo t+/+++/ +��++++ NORTH SITE PLAN GRAPHIC SCALE 0 50 1 ( IN FEET ) 1 inch = 100 ft. 400 W C LO 00 0) Q) O_ � W 00 ItW M M N N L v ~ 00 It LO N a N N z W CO z 'T'T O N J as W W N N W J t0 f0 a W z Q w x co=OLL m fn W OLL Q a Z Q a ¢3 N Y Y � Q Q W Cn L Y W CD z Q U 0 z z � o z < 0 w Q o W z � a o � J 0 0 o Q w m m W IL N 0 0 aC a a 0 0 +� L Q _ (1) .00+w 5 . > VO/ O 3 0�V 3 CV 0 ys w cn z w 0 J 0 J W m 0 z m Im ofz az 0 w a = 0 z a 0 0 J z U = 0 nJ J U r / a w J ZW m 0 O W W � z 'w Q U) w ~ Q J � 0 � W z DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C202 X T� CY 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS_ 2. SINGLE—PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. PROPOSED GRAVEL DRIVE (TYP) (SEE DETAIL D2.01) MATCHLINE(SEE SHEET C206' ++ '� + + +T+\(SEE+ ++cv MATCHLINE SHEET C203�CvN ++ J D U � Se I \ y 0 � \ s so �\ �1J W 4b CIO) �IJ 1J W 's +WET + +� + (� l _ �+ / / � 3 ++++++++ ++ \ NASH COUNTYZONING es _ \ SPRING HOPE ZONING �— �s z z ,s Se ft— as a m eS se sSe � I ®+ tj / so m se r� Se � ® 61 I ' V/1 EXISTING WETLANDS (TYP) AMl LY LLC PI N: 25700009202 I DEED BOOK 3047 PAGE 972 I/4d SB If 5� EXISTING ZONING BOUNDARY (TYP) \ / es� m —� N \ `� S COUNTY ZONING s $ � \ � NASH — -- - - - P Asa se —se— �/ se -� — ZONING �` se se SPRING HOPE Ise / ass .—So �� se � � �� I � � \� se SB PROPOSED SOLAR ARRAY (TYP) "�t (SEE DETAIL D2.02) \� \ \ EXISTING STREAM (TYP) \ SB �S " �� >, F s 1 PROPOSED FENCE (TYP) V� 58 J S (SEE DETAIL D2.03) �so a r \ I s� \ J � se —so �� 5 ���� m% Co 6s pjF_7 — 299' \ I 59 / Sg m I 8 /i � / P Se —so m : C0 / coCD--� <� PROPERTY LINE (TYP) PROPERTY EDGE OF GRAVEL (TYP) �s \ 14' --,� ` \6>1 as � 9S - EIS 111 \ es es 6130 Q5 4�O� ft— -0 i as Ca as _ — s . % CO A EIS 61s, �.. f 1� 4p _AMm SB ll000_ �I II� NIF: BASS FAMILY LLC PI N: 255000975 153 DEED BOOK 3047 PAGE ,972 EXISTING STREAM BUFFER (TYP) N/F T ,50N ANDKEW PPOPERTI E5 LLC PI N: 2500009G542 7 DEED BOOK 304G PAGE 552 CHLINE (SEE SHEET C 100 ATCHLINE (SEE SHEET C202) PROPERTY ALT 1 ` VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: PROJECT DATA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE —� STREAM (C/L) SB 50' STREAM BUFFER WET. EXISTING WETLANDS { +y+2+ CDC INSPECTIONS HOTLINE: 828-771-475OR INSPECTION@CDCGO.COM Know what's below. Call before you dig. NORTH SITE PLAN GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 W C LO Ln 0� O_ LO ItW M co N N L r- a ~ M It LO N a N N z W ,z 'T'T 0 N N H J a0 OD W W N N W J t0 f0 a W z Q F W x c0 = O LL m fA W O LL Q a 0 Q (L N L0 Y Y 3: Q Q a_ U� Ln Y I N I r) E 0 0 Q C a a 0 N +� or Q � . _ A . > VO/ O 3 () 113 V 3 CV 0 ys W 0 z W U J J W m U z rlm z 0 IL Lo w 0 ofz 0 O oc 01 U Q = o� 01 z a Ld E_ 0 J= 0 z U a Z 0 ♦♦ ^^ V ♦ J Ui Q w J Z m Ld w 0 O m W m z U) Q (� w ~ Q a 0 � W z rn Lil a DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C203 NOTES MATCHLINE(t)EE 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, SJ4 T C W - 111 2". P 0 1 d d I I I d STATE, AND NATIONAL REGULATORY STANDARDS AND ALL Ij REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.zl MATCHLINE (f'EE SH 2. SINGLE-PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. PROPOSED INVERTER PAD (TYP) 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. A STN FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 9 + 04 . 66 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE - EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO 1 . of �71/`/-/T CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR ' \ G ! 1 I DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE ' NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO — _ 14' CONSTRUCTION. - — 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN / TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE L CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT PROPERTY LINE (TYP) LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. 130' THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 ORRcl 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 'I 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. „ /r 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE �NVE5TMEN Iv r FOR ANY ROAD MAINTENANCE. T5 LLC 14' ' rI N: 260000284 723 U DEED BOOK 3000 PAGE 16g i zC zC \ - �\ �\ A 85 6' 1 5' m � � so so o O \ � I13 L 8S � PROPOSED FENCE (TYP) J ++ CID 1 �I m +++ + �\ + + + + \ + E *� SYLVIA MAE BOWDEN PT y +++ +++� �— PI N: 2800005 G 78 7 EXISTING WETLANDS (TYP) \ \� +++++ ++ +8 �\ $� ' DEED BOOK O PAGE 0 + + + + +� + + , \ + + + + +++ +1 + + + ADJACENT PROPERTY LINE (TYP) �50 �SIB _/� \ (91s, + + �\ ft sa �. S &Si \� + PROPOSED EDGE OF GRAVEL (TYP) 502' + ++ + y I � � 0 m +++ +NIF* ++ � I�YIAL C EKADER A MILLS JIB �s +++�+�+ PI N: 280000554807 �— + + +� m �SIS DEED BOOK 1033 PAGE 748 \ so se MATCHLINE(SEE SHEL �c04 lm MATCHLINE (SEE SHEET C202) 1 + N 1 (SEP SHEET C206) �•� .�s_� (SE SHEET C204) rli � � N /� /� co PROPOSED FENCE (TYP) (SEE DETAIL D2.03) PROPOSED SOLAR ARRAY (TYP) (SEE DETAIL D2.02) 1 14 PROPERTY W C 'n 0 � O_ Ln ItW M co N N L r- a ~ M It LO N a N N z W ,z 'T'T 0 N N J ap Op W W N N W J t0 co x co = O LL m fA W O LL Q a z Q a 3 3 N LO 1321 � 0 0 \\ E N N ALT 90 / La CL 64 NCL a v v 0)0 �+ W W 0 � U W W \� Ta RING •> � O 3 HOPE U Q V 3 ZZ WET + ++++ VICINITY MAP N CIO�-++++ ++t+++t+ (NOT TO SCALE) ✓13 trjr�_ + ME �1 oft- DEVELOPMENT DATA U) W � OWNER/DEVELOPER: PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 `oo CONTACT: MATT ABBOTT (828) 348-8918 U WCIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A. W Z 168 PATTON AVENUE w ASHEVILLE, NC 28801 0 CONTACT: GREGORY R. HOFFMAN, P.E. (828) 252-5388 0 J W [0 SURVEYOR: TIMMONS GROUP z 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 CONTACT: TERRY WESTENDORF (919) 866-4951 Q Q r Ln Ln Y m PROJECT DATA PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE STREAM (C/L) SB 50' STREAM BUFFER �+ MT. EXISTING WETLANDS 3 + PROPOSED GRAVEL DRIVE (TYP) (SEE DETAIL D2.01) CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH SITE PLAN rN I r) =lJ oVl _ ye O LL z J L a a J 0 U) (m U a Z Cn a W DRAWN BY: CDC PROJECT NO. XXX PERMIT NO. GRAPHIC SCALE 100 0 50 100 200 400 1 SHEET ( IN FEET ) 1 inch = 100 ft. ofz z J 0 Q z 0 z Ld 0 0 z 0 J Ln LJ J m Q LJ z LJ 01 LJ Q LJ z SAK 12139 xxx C204 NOTES 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS. 2. SINGLE-PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. 00 /V/F \ ��D ADJACENT PROPERTY LINE (TYP) N/P 7 ROBfRTA J * MARK J 05EPh RAUEN PIN:25C00049C745 EED COOK l .503 PAGE 405 PROPERTY U C dz� o O � C O � 581 _mac) Z 1321 Q) ALT 64 TO 0 v0 \ EXISTING STREAM BUFFER (TYP) PROPOSED SOLAR ARRAY (TYP) (SEE DETAIL D2.02) \ OD /F _ PROPOSED FENCE (TYP) \ — — (SEE DETAIL D2.03) \ N/F JOhN S BYRD 11 PI N: 286000485 144 DEED BOOK 2986 PAGE 6(MATCH LI N E MAT JOHN CLAKr\ JK PIN:25600045655C DEED BOOK 29G / PAGE 770 I _ I A 5TN 9+04,55 W VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: PROJECT DATA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE STREAM (C/L) 50' STREAM BUFFER EXISTING WETLANDS CDC INSPECTIONS HOTLINE 828-771-4755 OR INSPECTION@CD('GO.COM Know what's b@IOW. Call before you dig. NORTH SITE PLAN W'S gs U) 0) ko W O 0 W N N L ~ 00 7 L0 N a NN V Z W 00 z'T O N N J a OD W W N N W J [0 CxD Co 2 0 LL coQa � 05 z W O LL ZQa N L0 Y Y 3: Q Q Cn L Y I N I r) 10 o. o. o p� d ° 0y J C' = = out o <v= OD L/ W CV U w z W U J W J W m U z z 0 w w 0 ofz a OC a J 0 = J U) C\I w m Z Ld w o w z w Ch z 'w Q (�1 a_ a w 0 w � W w z DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx GRAPHIC SCALE 100 0 50 100 200 400 1 SHEET ( IN FEET ) 1 inch = 100 ft. C205 X T� CY 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS_ 2. SINGLE-PHASE CONSTRUCTION. 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM. FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING OR REDOING WORK 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER. 9. PROPOSED ROADS TO BE PRIVATE. NCDOT IS NOT RESPONSIBLE FOR ANY ROAD MAINTENANCE. LO to 00 N N OD /F O � Um: _ ■ �--- SB 1 V/! JOd N G WOOD ANNA W SPEAR PIN:28E 100E095E2 DEED BOOK 286E PAGE 107 — -qpF- — — — — — — — — — \ EXISTING 50' ZONE TWO STREAM � ASZ? // Sew 1440 W 41& z\ ,�r-1 /I/ - EXISTING STREAM (TYP) Ln 3: U \1 so So so so 1-8-8 ?'24 � S� _� $ REMAINING TREE LINE (TYP) aSe1 SBLn i " \ Sa _ SB o R 5 PROPOSED GRAVEL DRIVE (TYP) \ m —` (SEE DETAIL D2.01) I L so _ se �� << PROPOSED FENCE (TYP) so (SEE DETAIL D2.03) S0 y�\Jtb I' IPF NORTH: 809518.22' EAST- 2267402.61' RRAY (TYP) B n \11L se EXISTING WETLANDS (TYP) S/`so + /T + 1 s \ 12& ++++++ + ++ + + + + + ++ + + + + + +10 <',++++�, � + + + "\11 s8 ++ + + + $ + + + + + + + + A,++++++++� s PROPERTY ALT 1 ` VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: PROJECT DATA PINE GATE RENEWABLES, LLC 130 ROBERTS STREET ASHEVILLE, NC 28801 MATT ABBOTT (828) 348-8918 CIVIL DESIGN CONCEPTS, P.A. 168 PATTON AVENUE ASHEVILLE, NC 28801 GREGORY R. HOFFMAN, P.E. (828) 252-5388 TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 TERRY WESTENDORF (919) 866-4951 PIN: 2860-0076-4551 ADDRESS: US-64A, TOWN OF SPRING HOPE DEED BOOK/PAGE: 2819/614 SITE ACREAGE: 325.6 ACRES ZONING: RA SETBACKS: FRONT: 30' SIDES: 15' REAR: 30' DISTURBED AREA: 200.4 ACRES IMPERVIOUS CALCULATIONS: IMPERVIOUS PERVIOUS PRE -DEVELOPMENT: 0.10 ACRES (0.03%) 330.90 ACRES (99.07%) POST -DEVELOPMENT: 7.10 ACRES (2.15%) 323.9 ACRES (97.85%) SITE LEGEND PROPERTY LINE — — SETBACK LINE RIGHT OF WAY LINE PROPOSED GRAVEL ACCESS ROAD PROPOSED NCDOT PAVEMENT PROPOSED OPEN SPACE PROPOSED LANDSCAPE AREA PROPOSED SOLAR ARRAY PROPOSED FENCE STREAM (C/L) SB 50' STREAM BUFFER t--� wET� +++1 EXISTING WETLANDS+ 3 13M I'AMIL PIN:2� DEED B INE (SEE SHEET C203) W \ > se kill �WET + l + + + +�+ + + + + �+ B $ CDC INSPECTIONS HOTLINE: 828-771-475OR INSPECTION@CDCGO.COM Know what's below. Call before you dig. NORTH SITE PLAN W C LO O co O_ Ln ItW M co N N L r- a ~ coIt LO N Ln a CO V zLO N N W CO CO Z O J ap Op W W N N W J t0 f0 a W z Q w x c0 = O LL m fA W O LL Q a z Q (L 3 3 N LO Y Y 3: Q Q a_ U� Ln Y I N I r) Mc I..L Q o� a J 0 U) (/ fib\] U Q Z U) a w DRAWN BY: CDC PROJECT NO. XXX PERMIT NO. GRAPHIC SCALE 100 0 50 100 200 400 1 SHEET ( IN FEET ) 1 inch = 100 ft. CV 0 w 0 z W 0 J W J W m U z � Im z 0 w Lo w 0 ofz Q z J 0 01 Q U z 01 0 z w 0 z w U J Cf w J O] Q w z w w Q w z SAK 12139 xxx C206