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Home My WebLink AboutSW5220102_Plansheet C100-106 - Existing Conditions_Survey_202204281. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS_ 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. U,r.43 ':tR !Orn ANN'A I,v 5.-PE4R ?IN: \ / d'>O�- '8Ei 0060B5E2 ('r,,.-s1.-,A1KL\ / � � v r� v71 ir v _ GKf NIT V ` �\-L• \ \ �\ 1�%► ••�_�rnSOCK ?775-�\17 i �:•.�ir•� �• 1•� • • • \ I I 1 ? \ \ \ \ _ �. . eft �'�'l� ��'�.•:7r, •�1 �L�� \. L\ \ I (l IIII 4� \� \1�\ / / / / / / / / / / / yv vv v v Lr�.�•, .ti .�� l� �t1� � �'�-. 1>►''�i ��'c �� v � _ �� y A� y � v v �` � � \ I \\ � � v � � •�' ��`•��--�:� �'��,� /• •/��i � sI � P' �./ A vvvv P v .� \ 'C i • •• Ft \\ \ \ \ \ l / ..OI"N �,/f:rKV rr � 1 Sd\ •i1 � ir�i �•L�i � i —r �' ��:, ,^.,r'.!a-.y.. \\\ \,\\\\�\�-;-:�.��,,��\ \ �\ \ \\ \\ / ,PIN286fTlORP,51 R.¢ EE,2 IV v KI k k �w _ \ \ • �y \ //� �' \) �, moo. 047 'AGL 72 • •••�� ' Q PREVIOUSLY LOGGED AREA =:er rcr�. �..� (:\\\` ( \ I1II III ��a.� r \\\ \/J �II i/ ( I s; ; TO BE GRUBBED (TYP) �. AS COUNTY ZONING _/' \ •i,f •�f •l l l � • / // / � t 111 r+ �� \ � `'-'� � �SP l pl0 EZONING. r l / cIAM1 •••% ('•�•f •� I�\ter ��• ;'� 85�i\ t()l// ��ar.I;yr;r. '7 y V .v . ) EXISTING TREES 1� l�l :,��'�� •� �• A\ \\ V I� \ \ \\V �) jI /' \ C. �� II I TO BE REMOVED (TYP) . /.�. , ��I�('�I\ � � ��•d}1� v v� �"��sv >> �) II t�� v�� \ ��='��,�r. ��••�il��. 1<<. vvv vVAv�\ ��) A��\ ��IS 1 ��III 1 yam R. rC a Rr. R;..c \� � VIP \•� �) J l / ) EXISTING WETLANDS (TYP) Nv�\\ i�1�r — — �\ :•� \�� III '��j��, jft TT 1 `K'AA,N �. I (\\ :•:9S° . ;• / 04 .. ... \ rW..s; I , PROPOSED SUBSTATION IMPROVEMENTS b SHOWN AS EXISTING CONDITIONS. SEE PLANS TITLED "EAST NASH SUBSTATION" APPROVED UNDER PERMITS: NASH-2021-028 D042-064-21-00081 '- L.,C9:e3 A.. \\( o rnT. EXISTING HORSEPEN BRANCH (BRANCH OF SAPONY CREEK; 28-55-(1)) RIVER BASIN: TAR PAMLICO f y ••.• :tiff•: • { e ::::....: .� l�.• : :.tilt- -4�\ i jII i G; D %� ] ice• jcrLjRcr TA' rJ ?F:'S J00 25cJ5 ! I\ U \ Vy EXISTING STREAM/CREEK (TYP) EXISTING NCDOT RIGHT OF WAY 400 PROPERTY 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%) CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH MASTER EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 200 400 S00 1600 W C LO 0 QD O_ � It M co W N N � n a F- Ib It Lr) N Lr) a N z N W z ''T 'a z O N N F- J a0 OD W W N N LU J t0 f0 a W z F w x Q c0 = O LL m w p LL Q a z Q a 3 3 N U) Y Y � Q Q m cn cn U) w U z Q U 0 z z � o z F:::: 3: w Q o w z 0 0 o Q w m Ld IL cn cn � W rN I r(7 CV U w 0 z w U J Q) J W m U z >_ Im OIz Q 21 z w cr O � M I..L U ri� o = 0 Q z O Q Z w W Lil Z d o ` 0 J J o z � O 2_ w w o ♦) � � v I [n � z O U)w o z W O w m Q Z O w z z W X w / A/j W � V Q w in W Q Z � (1 DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET ( IN FEET ) 1 inch = 400 ft. C100 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. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. PROPOSED SUBSTATION IMPROVEMENTS SHOWN AS EXISTING CONDITIONS. SEE PLANS TITLED "EAST NASH SUBSTATION" APPROVED UNDER PERMITS: NASH-2021-028 D042-064-21-00081 SUBSTATION IMPROVEMENTS; LIMITS OF DISTURBANCE EXISTING WETLANDS (TYP) + + 1 I \ +++++ + \ V A V A V A\ \ \ A V A v A V A v EXISTING GRAVEL DRIVE TO BE REMOVED (TYP) +++ V A A A\\ \ V A\ +++ +\� V I I I v vv�'�` v\v\ vv \ V v v vv v v Vvv2 3+++� �11 v v v v�\V V 11 I I I 111 (1I I \ I/ 7/I/1// w+� / �+ —+-WET+ ++++�FT+ ++ w� +; ++ I I I I I 1 1\I /+ +/ + +�+ + + + + et + + + II I II/+++\+�++ / L I+ + +�+ + I + + + + 8$ EXISTING TREES ++)�+-r++� m TO BE REMOVED (TYP) III I� + t +I + I \ + + + + + III I + + + + + + � �'+� + PREVIOUSLY LOGGED AREA + + + + + TO BE GRUBBED (TYP) + ++ \+ I + + + + + PROPOSED LIMITS OF IIII I ++++++++++�,+ \ DISTURBANCE (TYP) EXISTING TREES � + \ v�� V v � V � � A / I I 1* I \ 11 \ I +++++++ +++�++ � TO REMAIN (TYP) + + +\ +\ + \ \ \ \ \ A \ \ / ` / / 1 1 I I I I I 1 1 I I I + + + + + I ) + +f+ �+ N m I I I\ 1 / + \ v v — v vv vv�v�--__�/ // //// I/ I/� / / I I �I III11 I I �+ + +�/+++ PROPERTY A�LT ( 6 4t I \ ++ + + 1 EXISTING OVERHEAD UTILITY TO REMAIN (TYP) �ICINITY MAP + + + + + + + + \ \ \ / / / / / I I ++� °� ` (NOT TO SCALE) \IJ�++ +�++++ � _ EEC \\\ � \� -�- '/,, /,,, ,�/,/, �, I �++++ + + \ ` y \ y \ \ \ \ \ / , / / �// // / +++++++ °" \ EXISTING PROPERTY LINE (TYP) '6� v v \ v / // I r N + �+ �EXISTING PERMANENT DITCH \ / /I � I I ++ +++ + + j+ +\ TO BE REMOVED +++ �++ + +++ �\ ° V \ + O \ as II \ ++ ++ + ++ NREMAINING TREE LINE (TYP) \+ + + + \+ — + EXISTING BUILDING + I I + 1 /+��j �f \ \ \ v ��® I I \ I \ V I \ \ TO BE REMOVED (TYP) +�+� ++++++++++++ l� \ f \ \\ \\111\,i► 1111N\\ I°N I �+ ++� I I I I I + +� _+ �/ Lj \ + + + + + + + +� �/ I I z \ I III ll' +�+ + + + + 1�`� + J o _ �I I ( + + + +� + f o\\I ��_ \ �� 1 �1° I I \\ I I +�+ +�—°°\I \ \ + + + + + + + +\+ + + y f _" + + ,� + m + + + + + + + + I/ / ? ,�2_ �+ + + + + + + + + cn 1 \ — / + + + + + + + + + + + I \ \ v 1 I _ I X J 1 \ \ I + + + + + + + + a \ + + + + + + + + ) ° + + + + + + + + + + 11 / \ + + + + + + + + + �Jj� �'�`\\\�\I\\\\\� III \ )� + + + + + + + + + + + �m \ \ / �0000000 \ \\ \ ♦ �� I III 1 \\ \`�\\I I ++++++++ o 0 0 0 0 0 0 ° 1 �+ +++++++++ \ + + + + + + + + + V \ \ \'F , - �, O O O O O V \ V A A 'LCI ° °� \ o I I I \ \ \ 1 A V Al 1 �A \v 1�+ + + -,,+ + + + + + + co \ �� + + + + + ` ^— +LLj ++�++ ++++++ ++ +++++++++++ +++++++++ X o _ \ \ o / o + \ _ �+ t + + +m + + + + + + , + �+++�++Y . . . . . . . . .. ; +/ ++ V \ +++ ,_+ + +++ �i Jl8 FCO +++++ ++++++1+ �+++1/+++++++++ + \ \ \ / r ° �°� \ \ a \ \ \ _ \ o I i l l l l I Il I I / I I 1 I + +++++ + + +*+ �+ �� I �/ �� o� 1 ��° \ \ \moo \ \ `\s / / ( 1 I� I I / III + + + / co Q . +++� ++++ +++ ,+ I I I t \ °/ o N \ \ \ \ \ q / I 1111�111 I I ++ 43 ++ + + +++ ++++++ + + + + + + + + + EXISTING � SAPONY CREEK; 28-55-(1)+ ++++++++/ tR �— +�0 ��vv\ vyv vvv v \ v �y'� V 111 + + + + + + + + + + + + + + + + + + + + + Yo RIVER BASIN: TAR PAMLICO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �°\ + ++++++++++++++++++++++ +++ + + + + + ++ ++ ++ ++ + + ++ +++ +++++++ \j +�+/+ + + + + + + + + +++ + + ++ +++++++++++++++++++ +++++v{ +++++\\ \�\\� \ \ } /�/ \ \ \ ✓ \ \ \ \ \ \ o 1 / / I I I I I I I / �� ) \ ` vS / I+ ++�+°+�+++ Q+ +++y+++++++++++++++++++ +++++++++++++ + + + + + ✓ I� +/C+ \ �. �\ + + + + + + + + + + + + + + + + + + + + + + + + + + + / - — I \ j+�++++ +++I +++ ++j +++/+�+++ +�+� +++ +�+L+ + +� +Ly \\ \ \ \ \ / �/ I J / \ v \ a+`++- + + + + + + + + �+ + + + + + + + + +\++ + + + �I WET',-- 4, +�4 g + E++ +/+ + + + + ++ YI I)I r✓ I �\++ +� + ++ +WE ++ ,+ ++++++ ++ +�+ ++ + +++,+�++++++++ v T + + , J/ am/ �++ ++ +9S + + + + -*+)+ + ++ + + + + + + L �, +I+ !+ ++ + + I� W,E + + ++++++++++++++++++++++++ ++ + + \+ +�+ ++ ++++ j + ++ ++ ++ ++++++ +++++ r+�+ mNj + CD -+ + I +++++++�++++++++++X + ++�+\ + + + +\+ ++ ++ w�+ .\ + + ++ +++ ++++ — + + + ++++++++++++++++++++ + + ++ \ +4+ + 86 + + + ++ + + + + + + ++ + + + + ++ ++++ ++ r + +++ + + d m A / I //E �\\ I I 1 \ ++++A I �� + + + + + + + __+ + + + + + + + ++ +/+ + + + + ++ + O +/+ + ++ +++++++++++++++ + ++� + + + +++++++ + + + + + + + + + + + + + + I — I_ — '4+\ ++++ +++++++ ++ +\ y++ — W ++ ++++++++++++++++\+++ + I++ I+ _ + +++++++++/+ 1 +++ ++ ++�+ + ++�,.✓ + 1 ++ ++ -+� \ + + +++�+ � + + �+ +I1LIL \ + +++++++L +++++++++�++++++ +v + + + + _++++++++++++ + ++ + — +++ ++I _ \IlI1/J � � ++`+ + +`I (II 1111II\\ +++++ ++ ++ ++ +++ + ,+++++++ 4 + +O+++ + � v o > + + A ++++++ + ++++++++ ++ + + + + + \+ + t- + +�+ ��4 + + + + + + + + + + \+-\ s + + + + -� ++ + + +- -*y+ + + ��%�+.++.+++,+++++++ A��+ A +�+++-+�+++++++�-+,+ /� ✓+jam /J + +/+ + + + ++ �— \ \� 8 \ Sao �� + + SB �J Ate/ ��y ��/+ + ++\+++ i Ir se \ . - /A � /- - + + + O / ��"/ +�+++ "\+++++++/+ I1} EXISTING HORSEPEN BRANCH / i �1 z (BRANCH OF SAPONY CREEK; �— s �/ \� / / +++� +++ \+++ C 28-55—(1)) \ SB / �/ —60 ++� + +r++ +++ ++++\++++�+++ +++ V J RIVER BASIN: TAR PAMLICO / /� � J j / / _ /J / �� ++ + ++ + + +++++t j++ ++ V1 / +++++++ ++: EXISTING 50' ZONE 2 STREAM BUFFER (TYP) ! \ / + ' + ++ +++ � + _ +++� +-++ + + + I+ goo + + + `-" EXISTING 30' ZONE 1 STREAM BUFFER (TYP)/ �\ \I EXISTING NCDOT RIGHT OF WAY++ fly, n, Ill \ / \ I '1,� � ''+ + + + 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%) EXISITNG CONDITIONS & DEMO LEGEND ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN ;H STREAM (C/L) PROJECT PROPERTY LINE ADJACENT PROPERTY LINE 30' STREAM BUFFER —ZONE 1 SB 50' STREAM BUFFER —ZONE 2 — se sa ss LIMITS OF DISTRUBANCE TREES TO BE REMOVED TREES TO REMAIN TREES TO REMAIN ��✓ EXISTING WETLANDS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. _4"u—mul- Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 50 1 ( IN FEET ) 1 inch = 100 ft. 400 W C LO 0� O_ Ln ItW M co N N L n a ~ M It LO N a N N LID LO Z W CID z z O N N J ap Op W W N N f0 W J EDcc a W z W x Q co = Q LL m W p LL Q a Z Q a 3 3 N LID Y Y � Q Q m cn cn � N I r7 CV U W 0 z W U J Q) J W m U z rlm ofz az J cc O a O 0 o Ld i a Ld o z J = _j 0J z z o U) n w � T U w y J w o U) w w in m z o Q w o z z w o w U 'w w z a (n LJ X z Iw d DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C101 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. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. 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G v \m � I � / / / I +« +++ 1 / ++� \\ 1 I I l l \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ 1 I 1 S \ 1 / / / / / / / / / r'/ > 1 I I l I�'r /// / /, \-+S+�+4 ++++ 8 +�« ++�++�� v ( \`�( vv v \� vv vV V \\ v \ v vv v v \ I I I ( 1 I I .t. / /'�, / / �,l \ \ � \ ! 1�A V I // / / ++ + ++ I I +,�+� \\ \ \ \� \ \�►�� W� \wl \ \ \ \ \ \ \ \ \ \\ �\ �— I I I I I I I II //// \I I \ \ I I / r + + v� \ v I I \ \ 1 I \ / / (� + \ r \ 1 1 \ \ \ \ \ L \ \ \ \ \ `*/ +`� ++++ ++++++ ++++wvvvvrv— vv v\ \ vV- /+\++**+++*+*�' -- I l �+ +++ \\ I \ v v v v A 1 A V A V V ` v v v v 1 I v V 1 1 1 \\ \� I I 1 ) ++++++ y+++++ +++ \\ �'+ \+ I v v� v v �y� v v\ \ V A v v A v—_ I I I I vv v �� A \\ \`q'I IIII 1 I I I/+++++t,t ++ ++ 8 L wvyv�mI �v , v, 1 v v v v vvvvvv vvIII, 1/ i \VA\ \ +\�2 V A I I I I I I 111 1+'fit+�+++P+ !ss \�++* I 1 v\ \\ \ V A \ v \ v \ v v \ \/ vvvv �1 V AIAfit++/++1�+ +/+++ ttt+ st ++++++ (I IIIIII� \IyIvV\v \�\\, \1 \ �, ,\�+,�0 � vV\ I A`1��1�v Ivvv`v�' _\ \v\ \ �\ v\ v v , , A \ \ \, v v ,\\ \I I \ I I JI I / lIlI I �I I 1 JI1 II ,I � �•l ////r / 1 1 lr I / l 7l �-++ + + ++ ++ + 1 � ++++ �++++ + 4 + + + + + + + + ++ �es� vv vvIIII'� II 1 �' — v v •r` vv ` v v A V v v v I I l\ l l l l I l II / /�1 1111 1 I I I I + + + + + + + + + + + +' as 11I 1 I +++ ++ ++ �+++ ++++++++ + + + + t + + + + + + t t t + +++++\ _ ++++ ++ + F- + ++ ++-�+++++++++++++++ ++ + ++0+ + mU+ ++ +++ ++++ +t +++ +++++++++ + +++ + + ---- m \A,00� + H E8 ibI21,11 , � PROPERTY ALT 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%) EXISITNG CONDITIONS & DEMO LEGEND ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN CH STREAM (C/L) PROJECT PROPERTY LINE — — ADJACENT PROPERTY LINE 30' STREAM BUFFER -ZONE 1 SB 50' STREAM BUFFER -ZONE 2 —ae sa se — LIMITS OF DISTRUBANCE TREES TO BE REMOVED \ \ TREES TO REMAIN TREES TO REMAIN c, EXISTING WETLANDS VEI+ ++++ 3 13M CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. - nuu--m` l - Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN 0 50 GR1APHIC SCALE 200 400 W C LO 0� O_ Ln ItW M co N N U r- a ~ M It LO N N N CO Ua z W CO z 'T'T O N 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 a 3 3 N Y Y � Q Q w Cn In rN I r) E 0 0 aC a a 0 N Q .- _ (D M .Z (D O 3 () 113 V 3 CV 0 W z W U J Ig J W m 0 z >_ Im ofz az cc 0 0 a 0 0 o Ld w a Ld O z J Q 0 �, J z z o U w o 0 w � J w o ♦ ^ V , cn w w in m z o Q w o z z w o w v 'w w z a U) X z w DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET i \I+ ITT+T+T+ + E E _ , , , + + + / I I ++ +++++ \\ \ / I �+++ \ 1 I J Il I 8 +++++ + ++++++' +`� � �� \ \ — \ / / / l 1 / l J l ' ' I I \ l I �' * 1 �* / / \ — \ \ �� \ / // // / ( + + ++�+ \ ( IN FEET) Ajr\+ + + + +�+ + + +� V A �� V A. / / / / /,/� �/ �+ +/ V� s1 � C1 02 �� i� / / 1 r , /, / + + + + 1 inch = 100 ft. 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. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. 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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%) EXISITNG CONDITIONS & DEMO LEGEND ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN C� STREAM (C/L) PROJECT PROPERTY LINE — ADJACENT PROPERTY LINE — — 30' STREAM BUFFER -ZONE 1 SIB 50' STREAM BUFFER -ZONE 2 —se se se — LIMITS OF DISTRUBANCE TREES TO BE REMOVED TREES TO REMAIN TREES TO REMAIN EXISTING WETLANDS►/✓ 3 13M CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. -nuu-- ul - Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 W C LO Ln 0� O_ LO It M co W N N L r- a ~ 00 It LO N a N N Z W �z 'T'T 0 N N ap Op W W N N W J t0 f0 a W z x " W x co = O LL m fA W O LL Q a Z Q (L 3 3 N L0 Y Y � Q Q cn Lo V) w U Ld Q U c� z z m o z >F:::: 3: ch� Q 0 w z 0 0 Q w m � m � cn cn cn w IL I rN I r) CV U W 0 z W 0 J Q) J W m U z rlm z 0 IL V) w 0 ofz az 0 O � M I..L U a 0 0 o Ld m a Ld O z j = Q 0 J z z o U) � n J O U � � J W J o ^ �/♦ , cn w in m z o Q w o z z w O 01 U) w z a U) w X z W d DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C103 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. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. MATCHLIhI \ = f /, �"' f ,\ \ \� �C1001 \ i MATCHLINE (SE, T C4 EXISTING GRAVEL DRIVE TO BE REMOVED (TYP) /W / / Uf, \ \ ------------ V A V � �v v V A ImoA \ � ��v f I I / / •v v VA v v v t v v v \\\Vf vvv Y / �� // / 1 .� .�► �A v \� I `1 v`` v \ _=__—= f 01 ` III !\ III 111\ I Iv� 1 ,—; , � `V� � /� \W >V '•� /v- —� f rf ,vf \ \ \ \ \�_ \ � V� � � / J I I f o\ \ \ \ \ \�\ �Ib\\1 \ I I I I I I , EXISTING TREE LINE TO REMAIN TYP f \ �J� _ �� fav—�►v vd'v-v.f �/� v v► J //y%��/'�i�/= f I I �' // / \ \ \� \ \ VA`N� 11 \VA �.I I EOPERTY LINE / \ \ \ fi)V� f i / — — = I\ / / / / / 1 1 1 \ \ \ \ `y I I I I'�'1 \ 1 I Lj� \\ �\ \ `*4 ,—�� B155ETT IND'5T ANT LAC 53 , f , .� - _ •� \ �• \ \ • f I I I \ r �f I ` `\ \ \ \ I I III - \ \ JAI I \ \��•\ \ \ 1•;, I \ •� v f � _ — I _ � v v A \ II'Vl \ \ \� � v \ �� I I I \ \ 1 1 1 A + PIN: 286ff�?��7�31 DEED BQC > /•� / v — it, �,v. `\ ` \ \ \�.�\ \ \\�I\I\``�f i f \ I \ 1 \ \ \\ \ 2�,\ / / / / / / / �►` \ 1 ICI I J /� // I I ll I I/ ��f A � — — V A \ \ .V f N►/ / /.�, � v- � .v 1 v) ` � I I V � � 1 I � w• f v w► � / ` \ l I 1 � 1 1 I A I \ / / / �I• / / / � I / / lv� I //// `y �v / r1. � � f / '� vvv � v f / �'� `� v-, — w► w v v- I v- A � I w 1 I v!A 1 � -lv v- � I / / / / � / I v- (v•� w � �:� ( I I � I I � f �% .V \v, v. \ .� .� .�/ .V I / I �yl I I I v, yV�S v- / ( / / / , / V I I Ivy / Ivy •I• I I ` f v PROPOSED LIMITS OF /* DISTRUBANCE (TYP) /W / W 1 I l / `�►— W \ W\ W / (� / fv vv Nil \ I 4, l 4, ,, / I I 1 \ / > I V f 1 1 A I V A •t PREVIOUSLY LOGGED AREA TO BE GRUBBED (TYP) \ �� — / I /�l ) �/ I I � \ \\�� \ ( \ \ \ \ I 1 ICI 11 \\ \ I \ /*vv v v \ �\ �' V EXISTING TREES �� '� v+I A W I w W vi / W I I �w v VI► � W � \ ) `�z' v � v I I \ I I I I A\ Ivy v �_ TO BE REMOVED TYP _, I � I ( \ � � � 1 � v► v v I v � �. / v' /�► _ :v� .v vy v- I w .v� � v �� ,� � v v � \V � � \ \ \`I V I \� 1111 II � 1 I \ 1 � \ /* \` l / J / A ``l I •�•� v v' \ v'�'� v- v� v f A \\ V II\\\�VA V AA \ v\ \ III I I I f� < f w' / ' ' ` -2-52-5 =41\ \ \ \ \ \\\\ \ \ \ \ \ \ \ I� I �� \ \S►� \ �'V Vy r V f f �•— _ f` L\� `k\ �\+k—�V�\\v%\ \ \ \ I \ 1 I III \ \\ \\\\\\f \\\ f \ 9�/� �` — �_ � EXISTING 50' ZONE 2 STREAM BUFFER (TYP) \ \ / ( \ 1 I \� \ \ l l = \ — J/ l i f \ \ \ \ \ \ \f \ I I \ \ I I I I I I \ \ \ \ \ ! \ \ + \III L� 1 \•I• :k .� / �, .� — � \ \.v EXISTING 30' ZONE 1 STREAM BUFFER (TYP) I I II'a� ��(+ I \ �� 1 r ,9 v tiC �.� v► w i > ) J l 1 v v �j�v •v v.vv vT v / �v •Iv .k .v vv /v� / `�iv v vI V I —� / / / /� T. % V• \ W W / — akv \ `V \� W / W // / Wi W Jv V•v l ( h — 2 \ V A + qj+ —� d��_ �f —/�/ �/ `�' 111� /* \ I \+ ++ +` + \ �v v —'V) l I r / �y / / /N' `V ft= _—•k N� f Vf a� v A V A ) 1 \ \� rs qp NIP v v �� I I� +++ _ _``�• = •�• f — �' v v V`�' 1 v / / A \ — — _ _ — \\ l I l I I 'l �l l / 1 5Y`_ EXISTING HORSEPEN BRANCH EN = I y ++++++ / \ \ \ __--� —�� f \� \ i (BRANCH OF SAPONY CREEK; \ \ \ I �� L + + ++++ + as in _ / / I l l \_\ I \ \ �^ +++ ++ +e / v/ / / 1 I I \ y'— — �'/ f >r f = W f f v� f fw— .D•ir 1 k\\ \ I \/ f / RIVER BASIN: TAR PAMLICO �� + ++ + ++ ++ ++ \ \ +++ ++++�+ +4,1 I \ � //_I //rv►- w�\ % 1 I� 11 �1 1\ \ \ V EXISTING BUILDINGS + + + / / / TO BE REMOVED (TYP) +_1_* vwv ADJACENT PROPERTY LINE (TYP) I y0 �� S� * + / / so� //I / f 1 I v- v- I �► V w N�� i I �% 1 / / v\\\V +� �� v vl/,i��/ l EXISTING WETLANDS (TYP) co I/ / Nor = v v v + + I . + + I •�• � � \ \ � I I � � � I � I� � � 1 \, '' \� — — _ I�Y1AL C EI�ADEI� A 11/IILLS J1 + ++ + ++ f=��\\� > > `\ \ \\\ \ I - I I �)-41 P1N:286000554807��. DEED BOOK 1033 PAGE 100 PROPERTY �ALT� ( 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%) EXISITNG CONDITIONS & DEMO LEGEND ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN OH STREAM (C/L) PROJECT PROPERTY LINE ADJACENT PROPERTY LINE 30' STREAM BUFFER -ZONE 1 SB 50' STREAM BUFFER -ZONE 2 —se a — LIMITS OF DISTRUBANCE TREES TO BE REMOVED f f TREES TO REMAIN TREES TO REMAIN c,...� EXISTING WETLANDS WET. 3 13M CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. -`uu Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 50 100 200 400 W C LO Ln 0� O_ LO It M co W N N L n a ~ 00 It LO N N N CO Ua z W �z 'T'T 0 N N H J a0 OD W W N N W J t0 f0 a W z � w x Q co=OLL m wOLL Q M Z Q (L 3 3 N L0 Y Y � Q Q m Cn L c� w z Q U 0 z z m Ld o z > < 0 z o w z 0 0 o Q w m m � cn w w IL N I r) 0 0 aC a a 0 N CL _ (1) A . > Vw O 3 () 113 V 3 CV U w 0 z w U J Iq J W m U z rlm ofz az J 0 � M I..L c� U a 0 0 o Ld L a Ld o z J = Q 0J z z o U) n J o � w � J J / A 8686 V /) � w J in m z o Q w o z Z W o 01 U U) w ~ CD z a U) w X z W d DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET ( IN FEET ) 1 inch = 100 ft. C104 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. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING/LAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING 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 CALLED OUT TO REMAIN 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. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING. 9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN ACCESSIBLE. 10, ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF -SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. \ 'dos ADJACENT PROPERTY LINE (TYP) 00401, PROPERTY U dz� O � C o O � 581 z 1321 Q) ALT 64 O f / I ROBE�TA vR14�N/ V 6600` 9 I \ V VAS V A\ \ V P6 3� P PROPERTY LINE (TYP) I \V I I / A N,I �/ I� / \� �< L_ L vv� \ \ \ \ ` / �N rV rV `V / Vf / �V \ \V�\ �V \ V� �V - -�k- �V VT V! - \ �V �V /�y �► ��Vi \ A� \�\AW\� \41 I \ �, \ \ W -� W �V� ,h V\/ \ 1 I �, I / / / / \\ I I ` �►\ \ �\ V A �� V A /V�I I J v v \*Z- -� w \ A \ I I W 1 v► _ _v� / v� / \ ,�. \ V vir w / / w / v� �k �V \ V V! / / v�/ �j, \ �r v� \V► \ v� \ \ v� 4, \� / V A \\ I v� vv �'��v_—'��w. _/v. y.v vI �I 1 /l J �� —�% /� —,v%v vv►I I i /w �/ v,' A j \*k \ �� - A w � � JV- � W � yr _� v y. � �► V v% v. � V— N. �.V' .Vi .v \ \ Ni \yr / / V' / �V I � v. � I v� w vl Iv I .,1► .fit \ 4c 2 A -� \l. `V/ /ll. f d► .h /.Lo / •I•I I �/ / �' �d' / f�� `�� `V �7�W \\�`k�\��k—mod' j��`V —�`�'i I `V/ /`�' �V (� / J \ \� f - I I .V .V \ y ( .V d. A �v v �� v :V / �.� - - y - - ./i. �.Jc �7� �►v A A y I d• / l , \ V; , / .�/ / ,V I I I I ' mod► \ ,.b \ + J V A A l V A V I / v W \�i W �V v l.v� W �- w. v► �. — W v -2-81 � .v A - / , v. I y� I V. 1 v► A\ y\ \ �`_V V A A \ \ \ \Ix � - - - - - v w w► �-w yr 1 `V / w / v► �► yi' W 2�3 �' A\ \ l V I I I I J /� / / / / / / / W /'w `V / V' Vv� v v — _ _ _ v A /(� I III / < l �/ z vi I \ y vspfl — \ v�� \ v► w v� *N EXISTING ZONING BOUNDARY (TYP) I - EXISTING TREES \ � �� / \ I I I \ � I 10/ OD V� TO BE REMOVED (TYP) PREVIOUSLY LOGGED AREA TO BE GRUBBED (TYP) y / I I I \ I I \ \ \ \ 1 -- \/ v v v — j 1 I I\ I I \ I V v vv V A \ �I �✓ .v •v I I \ \ \ \-m 5\(�Oloo 66,�� v �\ \ ---------- -- � N� JONN 5 BYP\D �r �\ I I � ST�I �� \ I `� �/ �► III II I 2-5 EXISTING GRAVEL DRIVE (TYP) _. PAGE MATCHLI hl I - / MATCHLI-ENV(SE' T / 100 A 9 +,04. 55 / 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%) ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN STREAM (C/L) PROJECT PROPERTY LINE ADJACENT PROPERTY LINE 30' STREAM BUFFER -ZONE 1 50' STREAM BUFFER -ZONE 2 LIMITS OF DISTRUBANCE TREES TO BE REMOVED TREES TO REMAIN TREES TO REMAIN EXISTING WETLANDS SB — sB — sB bzj WET, ++++1 i3M CDC INSPECTIONS HOTLINE 828-771-4755 OR INSPECTION@CDCGO.COM sB — Know what's below. Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 W C gs Lo 0) 1.0 LU W O Ln W N N L ~ 00 7 Lo N a V Z N N W z'T O N N J a OD W W N N W J [0 CxD Co2 0 LL coQa � 05 z W O LL ZQa N LO 0 0 Q r a a 0 V� Q .- _ q) a± V •5 'y r U .> O O 3 U113V 3 Y Y 3: Q Q cn cn I N I r) o 0 ors, _ 0 � des , -Qov� J 0o = ao _ 4!a_�, 000 CV U W z W U J J W [0 U z rIm z 0 U w 0 ofz o� 0 Q OC Q 0 w z jQ n z o , J W J o ^ V,♦ ui w J � m z o Q 3: w o z Z W o Ch U 'w w (�1 z Ld Q to w X z W DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C105 ATl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fir F _—_ — ----------- JOHN G VI/DOD -_ - = - = = -------------- J - / DEED BOOK 28E6 PAGE --- ------ --- /07 r v w IPF NORTH. 8 9,51&22 EAST 74 6� LU � \ � � - ��q� � \ �4� �\ \✓\ �\\ 1 \ 1 \I I I I III I I I / \ � \� �\��\ �- v� 0A \4z- '� PROPERTY LINE (TYP) /* / / /4. / V� / l I �V 1 .�►\ V� �V \ S \14; EXISTING TREES I I I I \ \ \ \\ \ \ TO BE REMOVED (TYP) PREVIOUSLY LOGGED AREA \ ED -- - ` - - -- TO BE GRUBBED (TYP) co � - A _ -- II so �J \� �Vi \ �V ` Ai/) Se --- I. 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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%) EXISITNG CONDITIONS & DEMO LEGEND ASPHALT TO REMAIN OVERHEAD UTILITY TO REMAIN OH STREAM (C/L) PROJECT PROPERTY LINE — — ADJACENT PROPERTY LINE 30' STREAM BUFFER -ZONE 1 SB 50' STREAM BUFFER -ZONE 2 —se_SB_SB — LIMITS OF DISTRUBANCE TREES TO BE REMOVED TREES TO REMAIN TREES TO REMAIN C� EXISTING WETLANDS t--� WcTt F++++1 13M CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what'sbelow. _4qU__mp"_ Call before you dig. NORTH EXISTING CONDITIONS & DEMOLITION PLAN GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 W 'S LO Ln 0 � O_ LO It M co W N N L r- a ~ 00 It LO N N N CO Ua Z W CO CO z 'T'T O N H J a OD W W N N W J t0 f0 a W z Q F w x co = O LL m fA W O LL Q a z Q a 3 3 N L0 Y Y � Q Q cn Lo Ld w U Ld Q U 0 z z m o z > < 0 m z o w z a o -'d m J 0 0 o Q w m V) w IL rN I r7 CV U W 0 z W 0 J J W m U z >_Im z 0 IL 0 m w 0 ofz az 0 � M I..L U a 0 0 o Ld L a Ld 0 z J _j �, 0 J z z o U) � n J w J J / A 8686 V /) � w J in m Z O Q w o z z w o 01 CD U) w z a U) w X z w DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C106