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HomeMy WebLinkAboutNCC240097_Site Plan or Location Map_20240112 EROSION CONTROL NOTES CONSTRUCTION SEQUENCE - PHASE I TREE / BUFFER PROTECTION - SEEDBED PREPARATION NOTES 1. ALL"CLDS."STANDARD NUMBERS REFER TO THE TOWN OF HUNTERSVILI E I AND DEVEI OPMFNT STANDARDS MANUAI. 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM TOWN OF HUNTERSVILLE. HUNTERSVILLE 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.ANY OFFSITE WASTE BURIAL AREAS 2. SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH THE FOLLOWING 1. INSTALL TREE/VEGETATION PROTECTION MEASURES ALONG BUFFER AREA(S)AND 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL AND BORROW SITES WILL BE DETERMINED BY THE CONTRACTOR AND COORDINATED WITH THE EROSION CONTROL INSPECTOR. DEPARTMENTS: TOWN OF HUNTERSVILLE EROSION CONTROL INSPECTOR,LAND ANY TREE SAVE AREAS DELINEATED ON THE PLAN. 3"DEEP.TOTAL SEEDBED PREPARED DEPTH SHALL BE 4"TO 6"DEEP. LEGEND DEVELOPMENT INSPECTOR,AND ZONING INSPECTOR. FAILURE TO SCHEDULE SUCH 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE TOWN OF HUNTERSVILLE EROSION CONTROL ORDINANCE CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS AN 1.1.THE BUFFER LINE(MEASURED FROM THE CREEK BANK OR PROPERTY LINE,OR 3. LOOSE ROCKS,ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SYMBOL DETAIL AND IS SUBJECT TO A FINE. ORDINANCE VIOLATION AND IS SUBJECT TO FINE. WHATEVER IS APPLICABLE)SHALL BE STAKED. SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND 1.2.PROTECTION MEASURES SHALL BE INSTALLED AS DICTATED BY THE DRIP-LINE MAINTENANCE OF VEGETATION.SURFACE FOR FINAL SEEDBED PREPARATION AT 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE HUNTERSVILLE EROSION CONTROL 3. INSTALL CONSTRUCTION ENTRANCE,PERIMETER SILT FENCE,TREE PROTECTION, OF VEGETATION THAT IS WITHIN THE BUFFER. WHERE DRIP LINE(S)DO NOT FINISHED GRADES SHOWN SHALL BE REASONABLY SMOOTH AND UNIFORM. 1--1 SEDIMENT BASIN 10/C-80I ORDINANCE AND IS SUBJECT TO A FINE. SKIMMER BASIN#1,AND OTHER MEASURES AS SHOWN ON PLANS,CLEARING ONLY ColeJenest EXTEND BEYOND THE BUFFER LINE,THE BUFFER LINE SHALL BE RESPECTED. AS NECESSARY TO INSTALL THESE DEVICES. 4. IF NO T TEST IS TAKEN, , FERTILIZER AND LIME ACCORDINGROSA SEEDING 5. ALL PERIMETER DIKES,OR E DITCHES,PERIMETER SLOPES,AND ALL SLOPES STEEPER THAN I HORIZONTAL TO 1 VERTICAL(3:1)SHALL BE 1.3.TREE/VEGETATION PROTECTION MEASURES MUST BE USED WHERE ANY SPECIFICATIONS.IN ADDITION,PROVIDE 15 LBS/1000 S.F.SUPERPHOSPHATE. Q PROVIDED TEMPORARY OR PERMANENT STABILIZATION W,TH GROUND COVER AS SOON AS PRACTICABLE,BUT IN ANY EVENT,WITHIN 7 CALENDAR 4. INSTALL PERMANENT OFFSITE STORMWATER BYPASS PIPING CI-B8 TO FES-B,, CLEARING OR GRADING ACTIVITIES WILL OCCUR WITHIN 100'OF A BUFFER. �i� Stone DAYS FROM THE DATE OF THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT CLEARING ONLY AS NECESSARY TO INSTALL THIS PIPING. PROTECTION MEASURES SHALL BE ORANGE TREE FENCING,OR CONTINUOUS 5. IF SOIL TEST IS TAKEN,PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST (Lill STABILIZATION AS SOON AS PRACTICABLE,BUT IN ANY EVENT,WITHIN 14 CALENDAR DAYS FROM THE DATE OF THE LAST LAND-DISTURBING FLAGGING ON VEGETATION OR STAKES. FLAGS SHOULD BE MAX. 20'ON REPORT. `xill OUTLET STRUCTURE WITH SKIMMER 11/C-801 ACTIVITY. 5. ONCE STORMWATER BYPASS IS FUNCTIONAL,INSTALL SEDIMENT BASIN AS SHOWN ON CENTER,WHICH MAY BE USED ONLY WHERE THICK UNDERBRUSH EXISTS. PLAN,ALONG WITH PERIMETER DIVERSION DITCHES/BERMS. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT. 2. REQUEST TREE INSPECTION FROM TOWN OF HUNTERSVILLE,PLANNING STAFF DURING SEEDBED PREPARATION, 6. CALL FOR ON-SITE INSPECTION BY INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES (704-875-7000). ! Shaping the Environment 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING. THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD -Alcps TO BE REMOVED -/- Realizing the Possibilities 3. SETUP PRE-CONSTRUCTION CONFERENCE WITH MECKLENBURG COUNTY LAND CONDITIONS. l/�,•�',] 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION DEVELOPMENT&TOWN OF HUNTERSVILLE PLANNING STAFF(704-875-7000). CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER Land Planning DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SO THAT 4. CONTINUE CONSTRUCTION SEQUENCE PER MECKLENBURG COUNTY,AS REQUIRED. MULCH IS SPREAD. PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF 10.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, CONSTRUCTION. 5. WHERE STANDARDS AND RESPONSIBILITY FOR INFRASTRUCTURE CONSTRUCTION, 9. ALL SLOPES STEEPER THAN 3:1 AT MORE THAN 5 FEET IN VERTICAL HEIGHT H X H SILT FENCE 3/C-800 Landscape Architecture PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. INCLUDING BUT NOT LIMITED TO STREETS,SIDEWALKS,AND LANDSCAPING,ARE SHALL BE STABILIZED WITH AN EROSION CONTROL BLANKET CONSISTING OF A + 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. SPECIFIED IN THE ZONING AND/OR SUBDIVISION ORDINANCES OF THE TOWN OF DOUBLE POLYPROPYLENE NET WITH A STRAW-COCONUT FIBER MATRIX HAVING A 11. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE HUNTERSVILLE,TOWN STANDARDS SHALL CONTROL. IN THE ABSENCE OF A MINIMUM LONGEVITY OF 24 MONTHS. Civil Engineering CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. 9. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION SPECIFIED TOWN STANDARD,CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE + CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION THEN MOST RECENT VERSION OF THE MECKLENBURG COUNTY LAND DEVELOPMENT �nl TREE PROTECTION FENCING 17/C-800 Urban Design 12.ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY CONTROL MEASURES. STANDARDS(MOLDS). REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. 10.COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO THE REMOVAL OF 200 South Tryon Street,Suite 1400 13.THE TOTAL SITE ACREAGE IS 10.03±ACRES. THE TOTAL DENUDED AREA IS 11.00±ACRES.(INCLUDES AREAS OFF-SITE AND WITHIN ANY EROSION CONTROL MEASURE. Charlotte,North Carolina 28202 RIGHT-OF-WAY) _i STONE INLET 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH i STONE ENT TRAP 10/C-800 14.A PERMIT WILL BE REQUIRED FROM LANDSCAPE MANAGEMENT TO REMOVE ANY TREES 8"OR GREATER DBH IN THE EXISTING RIGHT-OF-WAY. THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,U.S. _ p+7043761555 f+704 376 1 DEPT.OF AGRICULTURE,TOWN OF HUNTERSVILLE EROSION CONTROL ORDINANCE, url+www.colejeneststone.EBrne.com 15.ALL ENGINEERED CHANNELS,PIPE OUTFALLS, AND RIP RAP APRONS END OUTSIDE THE BUFFER AND THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. SAM FURR 16.DURING THE DEVELOPMENT OF A SITE, THE PERSON CONDUCTING THE LAND-DISTURBING ACTIVITY SHALL INSTALL AND MAINTAIN ALL TEMPORARY . CATCH BASIN INLET PROTECTION 12/C-800 AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF THIS ORDINANCE,THE ACT,OR ANY ORDER ADOPTED PURSUANT TO THIS ORDINANCE OR THE ACT. AFTER DEVELOPMENT,THE LANDOWNER OR PERSON IN POSSESSION OR CONTROL OF THE LAND SHALL INSTALL AND MAINTAIN ALL NECESSARY PERMANENT EROSION AND SEDIMENT CONTROL MEASURES. FLEXIBLE PIPE SLOPE DRAIN 12/C-801 PARTNERS OWNER, 17.THE SURVEYED BUFFER BOUNDARY MUST BE CLEARLY MARKED ON-SITE WITH ORANGE"TREE-PROTECTION"OR"HIGH-HAZARD"FENCE PRIOR TO , ANY LAND DISTURBING ACTIVITIES.TREE PROTECTION IS REQUIRE SECTION OF HUNTERS ORDINANCE. . n LLC C-301 C-302 SAM FURR ROAD (NC-73) ;/2'EIR PROPOSED STORM DRAINAGE 12/C-8°3 ' DNDREIE 18825 W CATAWBA AVENUE,SUITE 250 549TM•59"E # , .'' 1/2•EIR - pHExQ I,776,94'(GROUNO) 110' FUTURE PUBLIC R/W # n RIGHT-OF-W s H ENTRANCE /-800\ NGNUMENr 11.775.13'(GMD) 3p•OB:C 30' •__�•„u" m eN�y{( _ _ CORNELIUS,NC 28031 "DEAN' CCF,;0.99984698 • +-ssx-�-55 Ste- CONSTRUCTION ENTR MM(�U(1 O OTC • IFT"1 ___________„_._____\_„_--....'� --- WW2 o o-c H R sM n..� 7,75 RIM:791 jIN 790.50 I IN)): A 6•DIP .Bb%: STABILIZED GRAVEL 9 C y I SGx":790.45 ) O 0 �- _ \ �f \ \ _ \ _ am c 6 H ' �� - SAM FURR ROAD �- Nx \ \^x�-T---Cw C`�\'��-T `� . • ' CONCRETE MEDAN M"- \ \ , , c6c \ j I - \ // -TGx---6.---Gx- .�.- Ur CeG - - - .tit ititi GRAVEL RIP RAP APRON 1 /C_801 MULTIFAMILY :ONCREIE MEMO � \ \_ J I G ,E MEWAN\v \ . I ./ - - / T -- _ "r -�_`, \7 -- _ 'ASPHPLT / /// \ I 'RED:MEDMN�-- -II 05 / / /� �7`�� j /�� / / --�wx� - P-�N�T 30 / / moo'cAc / // m w � 99) / �r9ox / . _ _ :.1�.t1 -\VW`l - M .4- - GATE 1 GATE , -.�� _sl_\- -- DENUDED LIMIT 11.00 AC ,-Bx w aW S84 0� - - ��•h: • __ _- -- 4��it�JF" �a.r=J31 Ex _ / II .211 .' ' rJ,., • 7. 6•EI 6 1.4 M I / - �184OB•0' W 353.16 �� RIGHT-OF-� •� I.-.S 3'51Y 27.82' / B, o I �( ) l / � �f o , �::II :. _ - \ u \ \ \ // /J .,.-\ �\ /Ifs % \ L - - ro- s Ertssnl / D, u _ > '\\�+ I,.I .�,1 1231gt11F T •a o / / 1 � I f i ✓'r / 1 ^� __ \ \ 9p, / _ g• DIVERSION DITCH 2/C-800 'gyp:,_ .,.\' �. \----- �s / ; I I I I I, I ; 0 I \ �• � : CUD.NE .' "p b r� --_- yam»'""'"'-_ "'.�.n /q� pig / / I I I I I • I l / / I _ _ \\ "a/ ,I.�,1- _ - - - /• / I 1 1 / ('1 II / / /HADERI / / / I I IIlEENERGY CAROLINAS,LLC 'DIPT BHAN / / I I10410 SAM FURRqD: 0o9- II I I II I / / / / /!'J-- r M.B.5A-11 t37 / I- 1� D.B. PG.729 1 / / / / _ PIN:009-,11-14 / ROCK CHECK DAM 19/C-801 _.- u, 0 .. M.B. G 96 `'..�°^'• HUNTERSVILLE,NC 28078 Lon / ./ I 1/ // III // / / ? \\ 1 `�_ - I I a / OVERALL EROSION / / / ( DRAINAGE AREA -/-/ 1 \ z• / i / /// I I j / / /,/�I� \\� \\ \ \ �1/ L83'38'S2"E 110.11'(M ��-`I' 11I1I 1 MAR�KINCER a^'III �i� / _-� I / ,� I / / i// - �I 1 I \I ' / 4 1 ' �1�•. GRAVEL AND RIP RAP 20/C-801 CONTROL PLAN '4r "/ I.' ANN P KINCER I� / / _ - iti PID: 112,02 MAMAS CRAVEN LAMBERT / I I I \ I I \ ��99 // S / / _ FILTER BERM BASIN .� \ / P0.'48e WANDA HUDSON M M9 // .."/ / /// / / / / I I i`\ \ I i / I I / \ / - if MOT. PG.BB D.B.3861.PG.820 \ / / // / // j I \ I I I; 1\ / F \ \ I ,_ •,�4 VAr PIN:009-111-16 w W -- i I . \ �\ \ I I \1/ / • //-\\ \`l : - \\ NZ // i I `\ I I / \ \ \ \ \ \ I / / ' --'-- RIDGE LINE PHASE _``I I - - - - Ztn/ / ---EO //// / // /I Mill I 1 I i 1) I I i I \.\\ 1 \ \\ I // / // �. ' DUKE ENERGY CMOnNAS,LLC \ I `I:,' E "� Z I - ---i / / I 1 / I I I I / / / , 1 \ \ \\ I / / / ' D.Ms'e53"6.PG i 1 1 V \S,i I , I I I I I I I / / I 1` \ \ \ \ Plx:ow-nl-35 Tit \ KEN uNtRA R. / I e I I,0 1 I / I,I / / I \ JX$WMMERCU PROPERDES.Lt. �1• N PROPOSED TREELINE ,E i- \ KEEl L MARRA 1 \ I p.B.2P98�PG.488 i 1 q CID: L MARR3 i / I tr 1 1 / I n� / / N J \ qN:009-11--15 .•.\C v 1 is. PG 98184 //// / / I 1 1 1 1// // / / /m N W 1I\ \ \ ZON NG:I`^\ L N o. YY 0� LOT erg // / I 1 11 I I/ / //// I \ \ \ - , I ' Project / / I I I IIIII// / / \ \ 21 \ \ SEEDING SPECIFICATIONS 4741 - III / I III III I \ \ \ ' /\ Ali"" / I / 1 11 1\1 1 I l_/ /r:.\ \ \ \ �1 C SLOPES OR FLArTER: CHELLE VOGELI 'N V. /'�' / / / I I /// // / {, \ \ \ Issued • p {f$014.PG 35t � / / I / _ /�:;"\ \ \ \ 1 \ 1. APPLY AGRICULTURAL LIME AT THE RATE OF 100 LBS/1000 SF. ,12-04 , /I/ '� / \ \ 03/30/22 aR' F 37q - -" Ap// // II \\ \\ \\ \ 1 \ �� I 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OR 20 LBS/1000 S.F. a' \ T 4.BLOCK 5 96 7(7/EJ - j98 \_ 1 \ III \, \ \ ' .."" B.32 Pc ss - � \ \\ \\ \ I /h 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: e I �\ ate- \ \ \ \ i \ .� _ I DATE: TYPE: PLANTING RATE: CONSTRUCTION - - - �`�` _ " - \\ \ \ \ _ •- / \ n� / / i AUG.15-NOV.1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. Wu,� �pE ��_ _,y�, '\ \ \ \\ \ // /�( / // / / I ' NOV.1 -MAR.1. TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S F DOCUMENTS JENNIfnt SHARPS 7••4 - ABRUZZI RYE 25 LBS/AC OR 1/2 7/1000 S.F. LOT 24,BLOCK 5 J 2TP 7" �'-' \\\ \ -I / �'- / M.B.32,PG 859 -Al7 ..11.�w / fug a "_- -� !� \ \ / / /\^00 APR.15 AJUL.30 MULLED CO 15 TALL UMMON 300 LBS/AC OR 7 LBS/1000 S F DB:26943,PG.207 •5";�cy"B/ ' / _ \ y-/ / / /, 'Pu I N PIN:009-112-24I I JOSEPH DASIPUP ///�1/5'0B5.V(/(M) -`��/ \\ -........1_,,,,...., - _ I SS JUL.15-AUG.15UE SUDAN 30 LBS/AC OR 00 S.F. y� / '\\ , 1 BALL1 FESCUEUDA AAND 1000 S.F. 30030 LBBSAAC ORC OR 374LBS/1000 S.F. N LOrDSzs,pBLOG(U5 3 \ \ \ / / /•• / / M.B.32,PG 859 / (�\ \\\\ \ i• - _ \ \ De:3o7to.PG 149 //\/\ 1 BROWN TOP MILLET BS/A 3/4 LB/10 PIN:009-„2-25 \ \\�\\\\a\ >�S/ \\ /� // / 1( 1 HYBRIDS 30 LBS/AC OR 3/4 LB/,QQD S.F. Revised N / \ \�\\\\\\ .y�� -. /\ / /�' 06/10/22-TOWN COMMENTS 4. MULCH WITH 6"STRAW APPLIED AT THE RATE OF 75 LBS/1000 S.F.AND ANCHOR 0/ /22-PRICING REVISION - _� \ �' � ' WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. 08/12/22-BUILDING STANDARDS SUBMITTAL NICK OBEID \ , OR 800-1200 GAL/AC.CRIMPING.OR BY INSTALLING BIODEGRADABLE NETTING. 09/14/22-TOWN COMMENTS NORTHCRO55 DOWN ROBERT M NNDERBURK JODI F OBEID \ \ / �\ N. BLOCK s \ E112ABE,11 H FUNPG.659 URN LOT 29,BLOCK 5 C-303 N, \�. \ 1 # 09/21/22-FOUNDATION CYCLE 1 PHASE 5.MAP 4 LOT 28,BLOCK 5 \ M.B.32,PG 859 '\,_ HEAVILY MUCHEO DURING JANUARY-MARCH PERIOD. 10/25/22-MAINTENANCE BUILDING GRADING REVISION M.B.32,PG 859 \ M.B.32 PG.859 08:12908.PG.547 \ / SEAL SANJAY PAIEL DB:29222,PG.916 \ PIN.009-112-28 / 1 I 10/28/22-FOUNDATION CYCLE 2 FIN:009-1,2_28 �. �• • SLOPES GREATER THAN 3:1 11/29/22-FOUNDATION CYCLE 3 D.B.22518,PG 625 //' \ \ II ' 12/09/22-TOWN COMMENTS PIN:009-112-26 1. APPLY AGRICULTURAL LIME AT A RATE OF 100 LBS/1000 SF. ZONING GR \ LASNAUNA(£NINE ,4 \ SEDIMENT BASIN I 1 \ 03/24/23-N°CDOTCCCOMMENTS LOT 80.BLOCK 5 • 1. . 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. 06/23/23-100%CONSTRUCTION DOCUMENTS ' M.B.3R PG.859 -�j- II /^ 07/13/23-DESIGN CLARIFICATIONS oa:,)00 8,PG sos \ 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: PIN:008-1t2-3o d� j 4 II I ' Q08/18/23-RTAP-1 i?, 1'�' I DATE: TYPE: PLANTING RATE: -- ° II LS I I I I MAR.1 -JUN.1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/4 LBS/1000 S.F. _ `DO '*-_'1 '\\ ` r\ -,� I Iy7 I I (SCARIFIED)AND _ _ ;\.` \ K �'''^- \ "' I Ii I ' DUKE ENERGY CARWNAs,LLO MAR.1 -APR.1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. �a I I I M.B.53.PG 141 OR AO' F I�' 3¢,p• �0, PIN:009-111-ZI MAR.1 -JUN.1 ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F. &M��� I 1 M8 ~ OAPO;;;.: i MARK poly, 1 Xi I-68.OI I ' I JUN.1 -SEPT.14•+TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F. m r SEAL t n �J - I r„� RACHEL HURRAY r� I I I BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. iso c-s99 LOT 31 BLOCK 5 1\ I DUKE ENERGY CAROLINAS.LLCI I I I I i j II I I OR SORGHUM SUDAN Pt .' M.B.32.PG 859 �\ / .ts I I ,•NCAR�f \\ , L OB:38788,PG.545 - \\ 1 I HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. To O1 • PIN:Doe-n2-51 `_ \ I I I, I 1 SEPT 1 -MAR.1 (UNHUA LESPEDEZA 0 LBS/AC OR 1 3/4 LBS/1000 S.F. IIIIIIt,`" ,INN1,r I \\\\ (UNHULLED UNSCARIFIED) ////I ll 41.1111,,Inte I Gtp, •,- ' �• p.e.z6436.PG azt II ' // I 1 ALL ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. 1' us.53.Pc.139 I I // /I I • MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F. ................... `` �ARo I / / 1 .. - -1� ___ I I "' 11 /// / // / 1 4. MULCH WITH 6"STRAW APPLIED AT THE RATE OF 75 LBS/1 000 S.F.AND ANCHOR `_/ S/04,\.,1 / \P �" f / 116,66T I - klees// / //•1�'�'- WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. - �� = ' , ., \ - s • '/ - N / / , / �_�j- •• OR 800-1200 GAL/AC,OR BY INSTALLING BIODEGRADABLE NETTING. 43 .TEMPORARY RESEED SEPT.1 AT RECOMMENDED RATES. n F - c M.B.J2,PSG.859 ` _- \ L.I `\ I / ,/`6'lM1 II ` ., /� ,�r\`/l NORTH CAROLIN ,� ' I LOT 37.BLOL%\ \ - 11 \ \ \ Ill lii^ / 1""OS 18 23 Plan Sheet Is Part Of The Overall DB:32619,PG255 �, PIN:009-1,2-37 \\\\-'7. _ \ >'�'!'�--r ' 0�/ �/ N Approval As Of The Following Date • " N' -,�_ _ (,sb- F` ,;�� ) I \\ s j •l °° -1 �_ \\ \\// I __ -��// os� SCALE: 1"=60' 11/27/2023 ' �\\ \�� ?\\ \`` -�-_' _� `�' /� 0 3-' 120 \\` �'1w Nsos"W�\\ \� �r /- I 7lei, I 1 / /• r • MAN YOUNG N1WAMi `571•g8`�Rl\ \ Q.4'�� a \I\s 4A 1}0 - l 000�I , I l ANCETA R WIWAMS \ _ 4� \ \ \ \ \\ /1 =�/` , \ I / / ' LOT 38.BLOLN 5\ pa:Bioe+aPa'Gsess�'"; �\\ \ \ \ \\\ \\\\\\ \\ �`� 'Lpy� / p I I '"�j�\)\✓I I / The drawings,the project manual and the design PIN:009-112-38"- \ \\Ne�P C FE, \\\\\�\ 1, t' e I/f l f:'7�i /,�1\/J' n g C /, shown theron are instruments of Bolton&Menk \\_ \\ \ \qN:o�r1'-1g\\ �s\\\\ o\ \ `� '' 75+3/I�,y' ° / Southeast,LLC..The reproduction or unauthorized use \��� \\\\\\ ' \\\\\ \\\\\\\\\�\\' SS� o��r / of the documents without consent of Bolton&Menk NI\\\�\\\N\\.o\\\\\\\\\\\ \\\ a ) \ 1 I /�(\ �sl /} Southeast,LLC.is prohibited. \ \\ \ \\ I \ I \\ Bolton&Menk Southeast,LLC.2021© v.\v v��: vvvy�v„\.., Avvv��vA\v •vie 1 I v 11p1�':Ablii L�\\\N \ \\\�\`\\\`.\\\\\\� \I I\ I -+\r• /