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HomeMy WebLinkAboutSW5220102_Plansheet C400-406 - Grading_Drainage Plan_202204281. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. 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 k: j� �• �, J �•, ' v r�AI�K r r E4 `711 ��' cord• 00Rr,..nar; )!I�lf \\ \\ 7EED 50,_�o G°7:5 "AGE \ \� /\ \ \\�\Z) \ 11 IVA t\ � ��� 8� r' 2�3' � • •�T �c; or.N Grk;J rr 'IN:28GOiTlgli !4R /��• ,,,,_ e;e.a MATCHE (,3kE, !AkHW s r b 7J c ' t2 •�, ���. � ,�. � � � ��\� � �, 1\ it � \ Vv�� � � Z / /i � / / � / / / I -. : ; it ' � �— ��\ 1 � l \ � ��\� �\ ✓i/� / / / / / / � \\�x10 �\V�V 111U\�\X\ s 1 �V�\ NG N N l / J ^ �.�oo.K'047,'Al ff A�\� N /d `� � r NON `iY D it 263 N IIIIIII��I( 1A ��� V\ \\", 5���41�111 y�A\��� z56 s�sErrNr_c _251 Allf 247 Lf-,� N. �� '\� As couNrv26,VWG ✓. \ `J�ij IN LJ N 1 IIN I \ �,(,.� ) /SP,I GyI�IEZONING OK304 7 r, &E 243� + cl��,�� I v 1 I l -j ��� I �\l co . b 000, r A A B ra r � �) 255 2 I � � � � � sn �� J � 1 � ) �JaK �G4 2 G:' 5078, • 1 �� / / C 2558� ��`�1�234\ f o ���\�1� t11 ` ? 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(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 ROUGH GRADING PLAN W C LO O N O_ � ItW M co N N L r- a ~ 00 It LO N N N (0 Ua z W CO CO z 'T'T z O N J ap Op W W N N W J as a W z Q W x co = O LL m fA W O LL Q a Z Q a ¢3 N LO Y Y � Q Q m Cn L Y I N I r) L 0 z Q z 0 Q U w in Q cc Q a J 0 U) U) Q Z a W CV U w 0 z W U J Q) J W m 0 z r Im z 0 IL V) w 0 ofZ Q z J 0 Q U 0 z w 0 z J w J m Q w z w 01 w Q w z (1 DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx GRAPHIC SCALE SHEET 400 0 200 400 S00 1600 ( IN FEET ) 1 inch = 400 ft. C400 NOTES 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. 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 PROPERTY LINE (TYP) \ 5/ \ J H �T' ' y IIII \ \\ \\ Ix Vv_ v v�I Iv 11 I / / X/1 / o > / _IY�� �I�- /�`� __/ ++C\\�J N � I I >B -8 �\ Ln 0 SS \\\��\�\\�AA� 1\ \ \ A o \ \ EXISTING 1' CONTOURS (TYP) `o i ��j 01 I I / / \++++++� \ \ \ I / / / m ++++ I +++ + + + + + +\ V A ( /I // 03 _ + ++ ++�+++++ -+ + +++\++++i / + ++ ++++ ++ �+S +�� \� \VA�\\I\ IIII I I/ v1 + ++d, // � + +++'+ S \ / / I IIII \ I < ++ I' ( 3+ %�.'�++80+ I +-+*++ + / /// L Z\ v Fr l �l' +++ +++/�i EXISTING WETLANDS (TYP) TYP /I I +++ * / 1 I(\\\\\\\ \ \\ \ \ ,es+++� \v vv / ' I (\� ++i \� �\ \ + + / /IN 1 \ \ \ 1\ \ \ \ \ \ \ EXISTING 50' ZONE 2 STREAM BUFFER (TYP) \ \I +++�++�� \ ( \ 1� V AV A \ \ \ \ \ +++� A/ I / / \ \ I I II I I 1 ldl\ J I I/ 7 ��+++ I\cly �+ V\\V 4,++\++ VA�VA � CID \+++ i*+ vvAV I I 1\\ I I\ \ v v v V� \IIII 111 I — ++ \�\co + +�T+ +'I� I A�V�A�\VAA +� . +++++++++ �vvv� Vv v es� ++++++++++++++� v\ I I I I VA ®' / + + +� + + + + + +�� w++++,++++++++*+++++ \ \ \ + ....... + + + + + 1 \ \ + - + + + + + + +_ + o �TT+T+T+ + + \ I l l ) I \ I I I \\ \\\\\ S I lip I I ml l 00 C F- �� /� �— — �o0lss �� I Al So I / Li L l /Li LJ U LJ/U Li Li co _1 \ x z i ds Tn AV 7771 as /es / Ln ME- 8.S ui/ / \\� +++ 1 I / I l l // + r + ++�' �s as co 5 / N / I \ \\ I m i 5 / I 1 \ \ ( �— / �� m \ I I 1 I ) I IV 8S cy sa I V A A I I l 11 V A 1 IIII \(\ A I1A1 II I II I/'� N- 4b + co I I I V I I 'PS + - I— I I I 11 1 III /1l f/II III I I \ V / I l �/ / / Ill I l ,.'A J +*+1+4 ++++ I I I I I I I I I I I // I I \ 1 1 11 I/ / +*+;+++++ + +++� + + I ++/+++ + ++/++++++*+t+ ++++�++/+++++4I��+ ++ *++ ++ +y as ,++++ t+++;+++ ++0 +++L / in I I +++ +� +++++++++� +++ 1++++++++++,�+ ++. � C � � I '' /I IIII I I// II+++++++++++� ++-' SS +++ I L I + + + + + + \\+ + � o o J � ++++++ + / I I I I I ` \I IAA \ \ VA\V I I II '\ +++++++ - - ++++� -- aI m +11+ I I I\IIII I I I) \+++T++++ + PROPERTY ALgT 90 64 N 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's bw vvv. Call before you dig. NORTH GRADING PLAN GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. W'S LO O N O_ Ln LO It M co W N N L n a ~ 00 It LO N N N CO Ua z W CO CO z 'T'T z 0 N J ap Op W W N N W J t0 f0 a W Q w x z co = O LL m � W O LL Q a Z Q a 3 3 NLO Y Y � Q Q � � Y CV U w z w U M Q) J W m 0 z I= z 0 IL 0 az cc 0 0 a 0 z a 0 0 J 0z o U U) J w J � o � m Q � z _j w z w J � / ) W ~ CD V /j z � a w w z CD DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET 400 C402 X T/"1TT CY 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. 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 Ilk TIC Lj/ + + + H-1 N IE E 3 MT// 3 16 _�, - + J o)I \ 1 \ \ !B C0 V A \ VA EXISTING WETLANDS TYP / / / / I / I I V A \ \9 \) �++ +� I ` '/ NIF EXISTING 50 ZONE 2 STREAM BUFFER (TYP) I I� / i / / / / / — �� — +� 'I L I B /� C, 5 1:7 /�I f �/ LLC �� /'1✓.J ! l I V i L_ I [_ L_ f 11\1: 25 7000092 021 0 BOOK 3047 PAGE 972 —So vv����`A\ r++++14 + v + v vqmmmmi v \ v v NASH IOOO�VT)IIIZN� } �� � V A I — _/ 1 — — F� vv vv 1 v ' SP I�GyHO 81�OlNG myse f I \\ I V A V A V A/ b' sa co m * �\ C� EXISTING ZONING BOUNDARY (TYP) S& I / \ �OUNTYZONING ASH 05 S61' S PI'l G HOSE ZONING 'v ���`�e) V ass PROPERTY LINE (TYP) � L � � \sew\��/- SS�—= �/ \ 5 `SR- th J' NI / es \ \ I v v I I y�v vv vv vI v\ II Se v%��s ��� I III I A I FAMILY LY LLC V' S8 c� V I I I60()Oj I \ I v ( / EXISTING 1' CONTOURS (TYP) 5 I III /\/ // \ I I I I l r �/ / //��---�172 I _j I I /II II 1b ADJACENT PROPERTY LINE (TYP) / /Ji J I I I ,~ \ 1 / I �� m \JIIIII I I \ 3� / /�//// / I I I �l ) / > I \ IIII I I /i / \ / I \ I \ / ✓\ IIII gs L� III I I — \ \ s � / 1 \ � \ I \ \ � �\ I I 5�✓� I /�II I I I I s / � — 7 I \ I / / / J NA Y IANDREW PROPERTIES LLC \ I I \ 1 / e� y / / / 9I v I�� — /— — ` I I I I 1 ! \ 1 1 1 1 1 �� PW , 28E0009E542 7 7I < 1 I I I I I / I I I I I \ \ \\ \ \ 1 \ 1 1 \I / 0��b IBOOK 304E PAGE 552 I \ \\\ \\ \ 5I ICI fun m dy I S/� Z --_— / 0s re /as 8S /// / / // / / / / /�' psi / \ ., V► u�, \ \ 1 l \ es /�� es' 1 1 I i es �� * — SS 0/7 8S��1��- 3CMR, _14 UN\ 1 % I 1 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH GRADING PLAN W C LO 0� O_ Ln LO ItW M co N N L n a ~ 00 It LO N N N CO Ua z W CO CO I z 'T'T O J ap Op W W N N W J t0 00 a W z Q W x co=OLL (D W OLL Q a Z Q (L 3 3 N LO Y Y � Q Q Cn L Y U) w CD Ld Q U 0 z z m o z F:::: 3: Q 0 w z a o J 0 o Q o Q w m m � cn w IL N I r) do , -U ow (n V3 C50Elf _ G CV 0 W 0 z W U J Iq J W m U z >_ Im ofz az 0 U U a w 0 z a 0 0 J o z `) U) U ^^ U) J U w J 0 o Q � z Q w z w J w 'w w CD z � a o' w z CD d DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx GRAPHIC SCALE 100 0 50 100 200 400 SHEET C403 ( IN FEET ) 1 inch = 100 ft. X T/"1TT CY 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55—(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR—PAMLICO 5. 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 MATCHL MATCHLINE (SE91) ' '\ I V J \ \ 9\ ,04:55___�- 1 \ ------------- -A � TJJ 515SETT I NVIT ANT PIN: 256/ PROPERTY LINE (TYP) DEED BC>�_ —^\\ \ \II \��// X as \ \ :ONTOURS (TYP) \ \ I v< z *t N/P SYLVIA MAE 130WE)EN ET -At \ ty 7v + \ vm +� ++ --- RYIAL C ERADER A MI LL�� JIB++++++ + + + + + t +j � 1� P1N:25G000554507\\ , 1 \ \� L o DEED BOOK 1033 PAGE , / /� CD \ <\ 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH GRADING PLAN W C LO 0� O_ Ln LO ItW M co N N L r- a ~ M It LO N N N CO Ua z W CO z 'T'T z O N J ap Op W W N N W J ED f0 a W z Q W X c0 = O LL m fA W O LL Q a Z Q a 3 3 NLO Y Y � Q Q Cn L Y U) w CD Ld Q U 0 z z m o z F:::: 3: w Q o w z a o J 0 0 o Q w m � m � � cn w w IL rN I r) CV U ys W 0 z W U J Q) J W m U z rlm z 0 IL n w 0 ofz az cr J a = 0 OC z a 0 0 J o z U) = J U U/ w w 0 o Q � z Q w z w w w w 'w w z 0 a Q w z C DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx GRAPHIC SCALE 100 0 50 100 200 400 1 SHEET ( IN FEET ) 1 inch = 100 ft. C404 ATl1TT.' 0 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. 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 \� �O DQ04 9 NI ' I RO ETA /J 4PH/ CCU N p �j- � � 0�96�45)E-EI6 P �-r503�PA�El4b5 �j PROPERTY LINE (TYP) — / - - — — <� 7 — \ A A I I UNION 2-7-3 > \ \ \ \ \V / // / / \ \ \ \ \ \ z / � \ \ \ � / 1 I I I � I I I \ \ I I �� � \ \ / � / / I I I I I ) I / / l / � \��LT 2� \ \\\' / o l 0 127 NMI — \—\ _-- --- _ _ \ \ \ EXISTING 1' CONTOURS TYP \ \ \ \ I I 1 \ I vvvv I vvV v v vv v v IA o,v/ Cv\\\v 00 I v I N � Q A NVF:� J�N C�A K \ \\ D&O �001� �96 SAC � y--y v vv vvv `vv 1 1 I � \ \ JOhN 5 BYP\D /ILn P1N:280000455 / 44 DEED BOOK 2985 PAGE MATCHLINF;/ �tm, MATCH LINIE (SEI T/' I \Illll I\� AA 11V A A \ \\ \ _55 I/ PROPERTY ALT VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CD('GO.COM Know what's below. Call before you dig. NORTH 1111109111iff GRADING PLAN W C gs U) 0) ko W O 0 W N N L ~ 00 7Lr) N a N N V Z W z'T �Z 0 N N H J as W W N cm W J [0 CxD d W LU Q 0 W x z m= O LL coQa H W O LL ZQa 33 N L0 Y Y 3: Q Q Cn L Y U) w z Q U 0 z � � o z 0 � Q o o J 0 o Q o Q w m � m U� cn w LL N N o I N I r) 0 0 aC a a 0 V�or Q � . a± V .+w U . Yw O 3 U113V 3 CV U w W z W U J J W m U z � Im ofz a a o� a J 0 U) ZJ U) w J 0 z m Q � z Q J �- w z w Ch 0 w z a cil Q w z DRAWN BY: SAK CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx 0 50 GR1APHIC SCALE 400 I SHEET ( IN FEET ) 1 inch = 100 ft. C405 ATlITT.' 0 1. 2. 3. 4. 5. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. SOIL GROUP: A, B STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 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 NIF _ — — ----------- nor-�NG woos = -_-_ -------- ---- ---- - - - =--- ADJACENT PROPERTY LINE (TYP) PIN:28EI00609562 _------ ------ ------ _; \_\� DEED BOOK 2866 PAGE ' PROPERTY =(TYP)--- N11? T 80P5 Se \ th / > > �v v vv � vy � v vvvvv vvvv \ vv v, / V `v vv vv` vvvv `v v _ \ vv` \ I V CA\\ S� � EXISTING 1' CONTOURS (TYP) \\ � V �4d 1 ? \ \ V\ vA \ \ I I I I V A \ \ >lv�y 17 1 I \ [ 1 V A I 1 I`ll se\v \ \\ \ \ I ` v 't = V I l A sS I ` `2 �, v 1 V A V I ��� S SB lk �� �/ v v so \� Ef f 11lC�� l \ \ T se ~ EXISTING 50' ZONE 2 STREAM BUFFER (TYP) \ \ I + + + +++ �� +++++++ + \ \ L �j+ + + + + t + ++.� \ \ \\ \ \ \ \ + +` 11�++�+++I'+j 1am \ \ \\ \\\ \ \\\ l \\ \\\ \ \ \ +*- *+ ems, Av vvv V A _ \ \ VA I ++++ \ \ \ \ \ \ \ opo� n so� v v v vAv v\vy v v v v vv\vvvv�vvv`; v v vv � vv\vvv vvv v\ �, v� v v � � I vvv Ivvv vvv \ I 1 IO �� y I\vv`vv�\Illlllill\I �I i 1A� �.� s\$ vvv vv \ \ III I I I 11 I I vE rT. \ \\ \\ \ \ \ \ 1 I I 1 I I I \ I \ \ 1 1 I I r+- ++++ ++�6 PROPERTY A�LT ( 6 4t VICINITY MAP (NOT TO SCALE) DEVELOPMENT DATA OWNER/DEVELOPER: CONTACT: CIVIL ENGINEER: CONTACT: SURVEYOR: CONTACT: 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH GRADING PLAN W C LO O N O_ Ln LO ItW M co N N L n a ~ 00 It LO N N N CO UQ z W CO z 'T'T O N J ap Op W W N N Was a W z Q W x co=OLL (D W 0LL Q a Z Q (L N LO Y Y � Q Q Cn L Y N I r) CV 0 ys W 0 z W U J Ig J W m 0 z rIm z 0 IL m w 0 ofz az cr 0 0 M I..L � U 0 a 0 z a 0 0 J o 0z U) J U U/ w J 0 O m Q � z Q W z w J CD / ) W � CD V /j z a w z CD DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx GRAPHIC SCALE 100 0 50 100 200 400 SHEET ( IN FEET ) 1 inch = 100 ft. C406 X T/"1TT CY 1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA FLOODPLAIN. 3. SOIL GROUP: A, B 4. STREAM INFORMATION: INDEX 28-55-(1) NAME SAPONY CREEK CLASSIFICATION: C;NSW RIVER BASIN: TAR-PAMLICO 5. 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 EXISTING 1' CONTOURS (TYP) PROPOSED SUBSTATION IMPROVEMENTS SHOWN AS EXISTING CONDITIONS. SEE PLANS TITLED "EAST NASH SUBSTATION" APPROVED UNDER PERMITS: N ASH-2021-028 D042-064-21-00081 /r\+ + +++++++}7 + J t ++ / ,�+++ +++++W ++++ t ++ +�+�++ \ V A \ 1 1 IIIII 1 111 1 ( I t +�+ � +�« \ \ \ I II I11 II\ I I \ /*++tt +tom \ \ Il/ � / >>> IIII I�++t/+ + +�++'++�,� � � � I I 1//�//1\ I t+++ t t� ++++-+, +++++++' +mil \ l 11 \ \ \\ \ s / I I IIII+t++++++++++++ o 23AI ll\ ( I \ll�++++++ +4 \ I\11\ 1 + t '�++t/+*t+*t \ \ 1 \ o\o \ i I I\11 I I++++++ \ I l ++1.++*+* +++0+ m l I\ + +* + *+ �1 °N av v / ++q++: .*+ �+f +��\ (0 S +/ l + °�7 �++77 *++ f \J \ ttt+$tt+++tl�� \ o /`IIIII i /++�++++*�\* +++(+++ + +%+tt+++ + \\FG: 229.95 \ V A A / / / �// / I I / / / +++ I \ \ + �+ �+ +�+-+ +/+ +max\ \ I I I III / / I ' + �� �/ \ ++* t+ t+ t t t t t t\t \\ 1 Im + + N+ + + + + + + + + + + \r ® \ \ �' _ I j I \ \\ \ I I / ( \ 1 l Fr+++ \+ +++�+� 7\ t+iF�ie tt /t+\t*t ++t+t+t+t+t+t+t+t+t+t \ c� \ 11I \\\\ I 1 °N *++t tt ++4 as + +*\+ +�'+ + + + f \ \ �P / I I I 1 I 1 \\ \ \'� 1 L� +t ++ *+ / / + +++ + + +J ++++++++++++++++++++/++� FG: 229.90 f \ \ / I I \ \ \ \ 1°� \ ° r *+�+ f ++ ^ / r +++++++++++++y'/ / I1 \ �1 ++t+\ I I I +t+/+ l� 1 i1 \ JI\\\�°\II I++t+�.� I 1/ i + + + + + + + + + +_+ + + + + + + + + t + + + � ++�/ / \ __ \ I I / I IIII \°"\ 1�I' I :, `+ +++*+*+'l II I + + t + t +y' /G 2 9.65 — 1 I \ �0 + + + + + + + + + + \ \ \ +++ / _ \ 1\ I +elm + c� + + + + + + + + + + + 4/ 1 \ ,�� / ° I °I 1 / \ i I �lll\ \\ \ \� I I II \ �.. + + + + + +/ + + + + + + + + + + + + / / f / + + + + + + + + + + + V� + + + + + + + + + + + + ° 1 / \ + + + + + + 1 I / I 1 1 1 I \\\I�\\� \ III \+*+*+*+*++fit+*+++*+++*+-� . + 1 7 \ ) ) + + + + + + + + + + + + �j W 1�\ 011k \ ++ + +am\++++++++ * +00 \\ W +I + ++, ++ + + + + + + + + ++ ++ + + ++++++++++++ + + + + + + + + + + + o+ + - # ++ +� ++++ + +#4- + + ++++ �' \ — - ( \\ \ \\ \ l \ +-+_ + �S + + + + + + + + +. . + + + + / \ \ �\ / / I I \ \II I\I IIII +++++++� +� + + + + + + + + + + + + + + + --- +++ ++ + + / / I/ 1 1 +t \ \ ++++ + ++++, ++/+t+t+t� II �° \ l I\ / I +%++++ es Q I+++t ++++�+ +++ ++++++ i \`� ��a° °\\� \ \s / / (� IIII III// 1 I Ij,�+'�*+i � \ �� +++ +++++++ ++++++++ * * ++\*t*t***+*+*+ t*t***t*+*+*+*+*+t + + + .... + + + + + + +� + + + + + + + + \ + +t + + + + + + + + + + + + + + + + + \ \ \ O\ 1 I +++ +.. +,8p + + + + + + + + + + + + + + + + + + +/ F + + + + + + + + #/+ + + + + + + + + + + \ + + + + + + t, + t + + + + + + + t t;-t' t * t+t+t+ /t ++" ++++++++++++++++++++*+++++J+ +-+ ++� ++ ++++++ \ \ � f + /+ +++ +ttttt*+++ +** +++++I+t �++**++++ �++++++++ ++++++++++/+%/++++++++t tt+++++ *t+tT+*t Q�.++++++++++++ + ++++ ++++++++++++++ ++++++++++ +t ++++++++++ S \\\ _ Y. + + + + 4-4 + + � . . . . . . �t_ /+ + (+ ++++ + +++ttt'+ �,+++�+t+ / I� I �+ + + + + + + + + + * t + r + + + .<++ + +% +—t + + +L+y + + + + + + + + + + + + +�+ .... + + + + + + + + + + + + .� + + + +I + + + Ir + + + + + + + ++ + + + + ++ +j /ICs�+ +� WETT� + + + + + + + + + + + + + + + -+ + + + �+ + + + + \+ + + +\+ �+ + + + r+ ++� ++++++++++++++ t+++++++t �5++++++ + + + + + + + + + �� \ 1+ + + + + + + + + + { I+ + + + + + + + + / + + + + + + + + + + + + + + + + + + + +,+ + + +++++++ +*++ + +++++++++tom ++++++++++++; + +�-+_ + ++-+\ \ f - `\ . E++ +++++++++++ ++` ++ + +++,++J+++,++9 ++ ++8+.. + + + + + + + + �++ + + +++++++++ + + ++ ++ +++++++++++,+ ++ ++ ++ ++ +) +~++ + + + + +_ t + + + + + + + + + t + +/+++++++ II /++++ + + + + ++ ++ ++ + + + + + + + + + + + + + + \++ +++�g++ t/ +1+ + +fit+ + +++ + ++++t++ t +t + + J ++ ++ ++++++.\+++++++++++++++ +++++++\ ++ + -CO / : +++ ++++++++++++++ t+�+\+`/t++ + -�+ *** 1c' / \ ++ ++ ++++++'J+/+++ � �+ +++++++++++�+��+ + t+ +�+ + ++ ++/+ + + + + + + +O+ +' + + + +t + + + + ++\+++� 3 t + + +_+-+ + + + + + + + +�++ + + + \r +++++ + + + + + + + + + + �+� + Si+ + + + If + + + + + + t—�+ ++ /++ �+ ++�+ ++\ ++ + + + ++ �+ + /+ + ++++++++++++++/+++ + ++ ++ ++ + ++ 4 +++++++++++++++++++"� < +++++++�+++++++ ++ ++ ++ ++ ++ ++ ++ + � + + + + + + +++++/ +1 + + + + +++++ + + + ++ ++ ++-/++ +�+ +++ +r + + ++ ++ ++ + + + + + + + +++++'�� + -Y + + + .. + + + .�+ + + + + + + + t + + + + + + t + f+ ��\�\\ \+ + ++/ + + + + + ' \ ✓ \ ) /� ++\++++++++++ +t+t +*+r++ �� 1 / / \ I /ill \(C IIII))) ll \\ 1 \ \ \/ \\�\\\S �es�� 5��+ *� # t + + + +� ' \ �\ \ \ II\\\\ /�� ++ + + + + + + + + + + + t + �+ + t + /// �+ + + + + + + + + + + + + + \ �► + + + + + + + + + + "�\ \\ \ \ r // / /- \ \/ I SM+ +++++++++++++++++++++++ ~e� \ - \ (+ t +\* + + + + +i+ _+ + as 4 + + +/ . . . . . . [ EXISTING WETLANDS (TYP) \\ 1 ��\�\��� \9 /� \ �� \ \ 8S `� �++��++� _�� -,� \ \ + /+ + + + + + +�+� . 00 as as C� so tt t�tt+ ++/i + + + + +,m+ ADJACENT PROPERTY LINE (TYP) \� + + + + + + + + + + +1++ i / j J / / 44 + + + + + + + t + + + + + + PROPERTY LINE (TYP) I \ \ % \ �/ - f� �11 �+ + + + + +�+ + + + + 4N + 4 mm /�/��r i �• / + + + + + + + + + + + O O O EXISTING HORSEPEN BRANCH (BRANCH OF SAPONY CREEK; % i\ J r /, J \/\ / + + ++++ + +++ + + 28-55-(1)) \� �%i /'� \� --�++++:+++ +�+++ too v+ I r RIVER BASIN: TAR PAMLICO �j /'// \ \ \ _ / �+ ++++ ++ ! � , , EXISTING 50' ZONE 2 STREAM BUFFER (TYP) +- +* F+ 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%) ROUGH GRADING LEGEND EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS CDC INSPECTIONS HOTLINE: 828-771-4755 OR INSPECTION@CDCGO. COM Know what's below. Call before you dig. NORTH GRADING PLAN GRAPHIC SCALE 0 50 1 ( IN FEET ) 1 inch = 100 ft. 400 W C LO Ln 0� O_ LO ItW M co N N L r- a ~ 00 It LO N a N N Z W CO CO z z O J ap Op W W N N W J t0 f0 a W z x F w x co = O LL m (A W O LL Q a Z Q a N L0 Y Y � Cn L Y Ld w CD Ld Q U c� z z m o z < 0 m Q o w z a o o J 0 0 Q w m w IL �Hl °d-y�, J O]o - =ULLI ow ((nQ N GW az 0 0 aC a a 0 N Q .- A ai V •� . (1) O 3 013V 3 CV 0 ys W 0 z w U J W J w m U z rlm z 0 IL O V) w 0 01 z cr0 M I..L � 0 U a 0 z a 0 0 J o z `) U) U U ^^ U) J (i w J 0 o m Q � z Q w z w J w 'w w z � a D' w Z CD d DRAWN BY: SAK I CDC PROJECT NO.: 12139 XXX PERMIT NO. xxx SHEET C401