Digitally signed by Stuart A Anderson Date: :23:36-04'00'

Transcription

1 Digitally signed by Stuart A Anderson Date: :3:36-04'00'

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4 \\fs\projects\c\chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\3 Civil\Development plan\ x 7 sheet\7056 C..dwg, x7, 8//08 :34:5 PM, antgho, AutoCAD PDF (General Documentation).p CB=3.74' IE=0.09' LEGEND ' POWER PERVIOUS "RCP N 40 00' W 35.87' "RCP " SIGN WELLS FARGO N 49 59'3 E 30.89' PERVIOUS DUMPSER/ SORAGE CFA SIGN DO NO ENER S 49 59'3 W 76.' LINE BEARING DISANCE L S 7 6' E.35' L N 44 44'0 E 0.67' L3 N 55 55' W 6.' L4 N 39 57'4 W 3.98' L5 N 39 57'4 W 0.00' CB=3.74' IE=0.09' RCP ' POWER 0.3' 8.80'.66' 3.90' 9.90' CURBSIDE PARKING ADDIIONAL LAND.8'.97'.7' CB=.43' IE=9.94'(A) 3.0' IE=9.8'(OU) (A) 0.95' RCP FLAG POLE CB=.34' 7.6' IE=9.59'(IN) 36.95' IE=9.5'(OU).9'.4' CURVE RADIUS ARC LENGH CHORD LENGH CHORD BEARING DELA ANGLE ANGEN C.00' 3.56'.' S 04 59'3 W 90 00'00".00' C 35.97' 49.6' 49.' S 03 43'7" W 8 39'3 4.68' C ' 93.80' 93.47' S 08 5'49" E 6 9' 47.3' C4 5.7'.93'.88' S 8 54' W 6 3'30" 7.5' C5 5.3' 4.59' 4.35' S 58 44'49" W 7 33'0.54' C6 6.9' 8.9' 8.80' S 88 03'07" W 30 0'3 4.56' HANDI " = 40' L5.8' L4.36' 8.' 0.89' 7.43' CB=3.98' IE=.04' GREASE RAP L3 7.47' 6.4' 9.00' 7.3' 7.5' 8.7' RCP 3 MENU S 40 00' E 0.0' OUSIDE DINNING "RCP RCP RAIL MENU RCP CB=3.77' IE=0.90'(IN) IE=9.84'(OU) CB=3.88' IE=0.34' S 49 59'3 W 08.68' CB=3.88' IE=8.78' N 49 55'3 E N 39 57'4 W 8.6' CB=3.5' IE=8.57' 7.5' CB=3.68' MHSS=.76' IE=8.80' IE=9.4'(IN) PVC IE=9.5'(OU) RCP ' WAER "RCP C RCP PVC MHSS=.33' IE=7.69' N 40 00' W 39.5' ' WAER (A) CB=3.3' IE=9.'(A) IE=8.56'(IN) IE=8.53'(OU) 0' EA "RCP (A) CB=3.64' IE=8.79' HANDI HANDI HANDI L ADDIIONAL LAND N CB=.70' IE=9.00' RCP (A) 30' SEWER N 5 7'7" E 74.93' PVC poplar RCP MHSS=3.47' IE=6.8'(IN) IE=6.65'(OU) EL BO DESIGN REVIEW & BUILDING PERMI APPROVAL SAMPS DEMOLIION KEY NOES HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE ARCHIEC OR ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. Digitally signed by Stuart A Anderson Date: :3:43-04'00' ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN AA CA COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F

5 CLEAR 30"x4 \\fs\projects\c\chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\3 Civil\Development plan\ x 7 sheet\7056 C.0.dwg, x7, 8//08 :35:48 PM, antgho, AutoCAD PDF (General Documentation).p LEGEND ' POWER N 40 00' W 35.87' " SIGN WELLS FARGO N 49 59'3 E 30.89' DO NO ENER S 49 59'3 W 76.' LINE BEARING DISANCE L S 7 6' E.35' L N 44 44'0 E 0.67' L3 N 55 55' W 6.' L4 N 39 57'4 W 3.98' L5 N 39 57'4 W 0.00' ' POWER 0.3' 8.80'.66' 3.90' 9.90' ADDIIONAL LAND.8'.97'.7' 3.0' 0.95' BUILDING ADDIION 7.6' 36.95'.9'.4' CURVE RADIUS ARC LENGH CHORD LENGH CHORD BEARING DELA ANGLE ANGEN C.00' 3.56'.' S 04 59'3 W 90 00'00".00' C 35.97' 49.6' 49.' S 03 43'7" W 8 39'3 4.68' C ' 93.80' 93.47' S 08 5'49" E 6 9' 47.3' C4 5.7'.93'.88' S 8 54' W 6 3'30" 7.5' C5 5.3' 4.59' 4.35' S 58 44'49" W 7 33'0.54' C6 6.9' 8.9' 8.80' S 88 03'07" W 30 0'3 4.56' " = 40' L5.8'.36' 8.'.5 L ' 7.43' GREASE RAP BUILDING ADDIION.43 L ' 6.4' 9.00' 7.3' 7.5' ' S 40 00' E 0.0' S 49 59'3 W 08.68' N 49 55'3 E '.4 N 39 57'4 W 8.6' PVC MHSS=.76' IE=8.80' ' WAER PVC MHSS=.33' IE=7.69' ' WAER.68 0' SEWER HANDI HANDI HANDI C.35 N 40 00' W 39.5'.38 L ADDIIONAL LAND ' SEWER N 5 7'7" E 74.93' PVC 3.36 poplar MHSS=3.47' IE=6.8'(IN) IE=6.65'(OU) 3.57 EL BO 3.55 DESIGN REVIEW & BUILDING PERMI APPROVAL SAMPS HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE ARCHIEC OR ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. Digitally signed by Stuart A Anderson Date: :3:45-04'00' ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN AA CA COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F

6 CLEAR 30"x4 \\fs\projects\c\chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\3 Civil\Development plan\ x 7 sheet\7056 C..dwg, x7, 8//08 :36:0 PM, antgho, DWG o PDF.pc3, ANSI full bleed B (7.00 LEGEND ' POWER N 40 00' W 35.87' " SIGN WELLS FARGO " " N 49 59'3 E 30.89' DO NO ENER S 49 59'3 W 76.' LINE BEARING DISANCE L S 7 6' E.35' L N 44 44'0 E 0.67' L3 N 55 55' W 6.' L4 N 39 57'4 W 3.98' L5 N 39 57'4 W 0.00' ' POWER 0.3' 8.80'.66' 3.90' 9.90' ADDIIONAL LAND.8'.97'.7' 3.0' 0.95' BUILDING ADDIION 7.6' 36.95'.9'.4' CURVE RADIUS ARC LENGH CHORD LENGH CHORD BEARING DELA ANGLE ANGEN C.00' 3.56'.' S 04 59'3 W 90 00'00".00' C 35.97' 49.6' 49.' S 03 43'7" W 8 39'3 4.68' C ' 93.80' 93.47' S 08 5'49" E 6 9' 47.3' C4 5.7'.93'.88' S 8 54' W 6 3'30" 7.5' C5 5.3' 4.59' 4.35' S 58 44'49" W 7 33'0.54' C6 6.9' 8.9' 8.80' S 88 03'07" W 30 0'3 4.56' " = 40' L5.8'.36' 8.'.5 L ' 7.43' GREASE RAP BUILDING ADDIION.43 L ' 6.4' 9.00' 7.3' 7.5' ' S 40 00' E 0.0' S 49 59'3 W 08.68' N 49 55'3 E '.4 N 39 57'4 W 8.6' PVC MHSS=.76' IE=8.80' ' WAER PVC MHSS=.33' IE=7.69' ' WAER.68 0' SEWER HANDI HANDI HANDI C L N 40 00' W 39.5' ADDIIONAL LAND ' SEWER N 5 7'7" E 74.93' PVC 3.36 poplar MHSS=3.47' IE=6.8'(IN) IE=6.65'(OU) 3.57 EL BO 3.55 DESIGN REVIEW & BUILDING PERMI APPROVAL SAMPS HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE ARCHIEC OR ENGINEER'S SIGNAURE AND SEAL APPEAR BELOW. ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN AA CA COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F

7 CLEAR 30"x4 \\fs\projects\c\chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\3 Civil\Development plan\ x 7 sheet\7056 C..dwg, x7, 8//08 :36:5 PM, antgho, AutoCAD PDF (General Documentation).p LEGEND ' POWER N 40 00' W 35.87' " SIGN WELLS FARGO N 49 59'3 E 30.89' DO NO ENER S 49 59'3 W 76.' LINE BEARING DISANCE L S 7 6' E.35' L N 44 44'0 E 0.67' L3 N 55 55' W 6.' L4 N 39 57'4 W 3.98' L5 N 39 57'4 W 0.00' ' POWER 0.3' 8.80'.66' 3.90' 9.90' ADDIIONAL LAND.8'.97'.7' 3.0' 0.95' 7.6' 36.95'.9'.4' CURVE RADIUS ARC LENGH CHORD LENGH CHORD BEARING DELA ANGLE ANGEN C.00' 3.56'.' S 04 59'3 W 90 00'00".00' C 35.97' 49.6' 49.' S 03 43'7" W 8 39'3 4.68' C ' 93.80' 93.47' S 08 5'49" E 6 9' 47.3' C4 5.7'.93'.88' S 8 54' W 6 3'30" 7.5' C5 5.3' 4.59' 4.35' S 58 44'49" W 7 33'0.54' C6 6.9' 8.9' 8.80' S 88 03'07" W 30 0'3 4.56' " = 40' L5.8'.36' 8.'.5 L ' 7.43' GREASE RAP.43 L ' 6.4' 9.00' 7.3' 7.5' ' S 40 00' E 0.0' S 49 59'3 W 08.68' N 49 55'3 E '.4 N 39 57'4 W 8.6' PVC MHSS=.76' IE=8.80' ' WAER PVC MHSS=.33' IE=7.69' ' WAER.68 0' SEWER HANDI HANDI HANDI C.35 N 40 00' W 39.5'.38 L ADDIIONAL LAND ' SEWER N 5 7'7" E 74.93' PVC 3.36 poplar MHSS=3.47' IE=6.8'(IN) IE=6.65'(OU) 3.57 EL BO 3.55 DESIGN REVIEW & BUILDING PERMI APPROVAL SAMPS HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE ARCHIEC OR ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. Digitally signed by Stuart A Anderson Date: :3:46-04'00' ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN AA CA COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F

8 CLEAR 30"x4 \\fs\projects\c\chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\3 Civil\Development plan\ x 7 sheet\7056 C3.0.dwg, x7, 8//08 :36:5 PM, antgho, AutoCAD PDF (General Documentation).p PE BUFFER CB=3.74' IE=0.09' E LOCAION OF INE OF BANK PARKING AREA PHAL PARKING LEGEND ' POWER PIN# (DB. L5, PG. 700) 6 " PIN# (DB. L5, PG. 700) "RCP "RCP 6 N 40 00' W 35.87' 6 6 SIGN WELLS FARGO 6 6 PIN# (DB. L5, PG. 700) Sq. Feet.06 Acres PERVIOUS " N 49 59'3 E 30.89' 6 ASPHAL PARKING DO NO ENER S 49 59'3 W 76.' LINE BEARING DISANCE L S 7 6' E.35' L N 44 44'0 E 0.67' L3 N 55 55' W 6.' L4 N 39 57'4 W 3.98' L5 N 39 57'4 W 0.00' CB=3.74' IE=0.09' RCP ' POWER 0.3' 8.80'.66' 3.90' 9.90' BRICK WALL 00' LANDSCAPE BUFFER ADDIIONAL LAND.8'.97'.7' CB=.43' IE=9.94'(A) FFE=.55' 3.0' IE=9.8'(OU) (A) 0.95' RCP CB=.34' 7.6' IE=9.59'(IN) 36.95' IE=9.5'(OU).9'.4' CURVE RADIUS ARC LENGH CHORD LENGH CHORD BEARING DELA ANGLE ANGEN C.00' 3.56'.' S 04 59'3 W 90 00'00".00' C 35.97' 49.6' 49.' S 03 43'7" W 8 39'3 4.68' C ' 93.80' 93.47' S 08 5'49" E 6 9' 47.3' C4 5.7'.93'.88' S 8 54' W 6 3'30" 7.5' C5 5.3' 4.59' 4.35' S 58 44'49" W 7 33'0.54' C6 6.9' 8.9' 8.80' S 88 03'07" W 30 0'3 4.56' " = 40' L5.8'.36' 8.' 0.89' 7.43' PORCH SWING LANE CB=3.98' IE=.04' GREASE RAP BRICK WALL 7.47' 6.4' 9.00' 7.5' 7.3' 8.7' RCP (PRIVAE SREE) (PRIVAE SREE) IRONCLAD ALLEY L4 L3 3 S 40 00' E 0.0' "RCP RCP RAIL BRICK WALL RCP CB=3.77' IE=0.90'(IN) IE=9.84'(OU) CB=3.88' IE=0.34' S 49 59'3 W 08.68' PIN# (DB. 6, PG. 695) CB=3.88' IE=8.78' ASPHAL DRIVE N 49 55'3 E CB=3.5' IE=8.57' 7.5' N 39 57'4 W 8.6' (A) CB=3.86' IE=0.54'(A) IE=9.53'(IN) IE=9.5'(OU) CB=3.68' MHSS=.76' IE=8.80' IE=9.4'(IN) PVC IE=9.5'(OU) ' WAER RCP ' WAER "RCP C RCP RCP PVC MHSS=.33' IE=7.69' N 40 00' W 39.5' ' WAER (A) CB=3.3' IE=9.'(A) IE=8.56'(IN) IE=8.53'(OU) 0' SEWER "RCP (B) (A) CB=.7' IE=9.8'(A) IE=9.'(B) IE=8.3'(OU) BM OP OF SORM MANHOLE =.7' CB=3.64' IE=8.79' HANDI HANDI HANDI L PIN# (DB. L5, PG. 700) (PB. L, PG. 037) ADDIIONAL LAND CB=.70' IE=9.00' RCP RCP (A) 30' SEWER N 5 7'7" E PVC 3 poplar CB=3.8' IE=8.0'(A) IE=8.3'(SILED) RCP MHSS=3.47' IE=6.8'(IN) IE=6.65'(OU) EL BO JB=3.80' IE=8.30'(IN) IE=8.0'(O I DESIGN REVIEW & BUILDING PERMI APPROVAL SAMPS LEGEND HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE ARCHIEC OR ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. Digitally signed by Stuart A Anderson Date: :3:50-04'00' ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN AA CA COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F

9 Information ntained on this drawing and in all digital files ' WAER OAK 0' SEWER OAK PLAN LIS Qty Botanical Name Common Name Scheduled Size Remarks rees 3 Cercis canadensis Eastern Redbud Min. Cal.; Min. 0'-'' Hgt B & B; Single Straight Leader Ilex cassine Dahoon Holly 5'-6' Hgt.; 3' Spread Quercus virginiana 'SDLN' Cathedral Live Oak Min. Cal.; Min. 6'-8' Hgt B & B; Single Straight Leader Shrubs Abelia x grandiflora 'Hopley' wist of Lime Abelia 3 Gal. 8 Hydrangea quercifolia Oakleaf Hydrangea LANDSCAPE REQUIREMENS 3 Gal. Ilex rnuta 'Carissa' A. SIE DENSIY Carissa Holly 3 Gal. 37REQUIRED Ilex vomitoria Nana..03 Ac. x 60" Dwarf Yaupon Holly = 64.8 Inches Required 3 Gal. 53 Muhlenbergia filipes Purple Muhly 3 Gal. 40PROVIDED Pittosporum tobira. Existing ree Inches (pre-development) Green Pittosporum = Gal. 47 Rudbeckia fulgida 'Goldsturm' Existing ree Inches Removed Goldsturm Black = Eyed Susan 53 Gal. 0 Sabal minor Existing ree Inches Remaining Dwarf Palmetto = 36 3 Gal. Proposed ree Inches = 0 = 346 otal Inches (post development) B. BUFFERYARDS REQUIRED. Bufferyard ype B is required along all streets (3 Canopy, 3 Understory, 5 Shrubs per 00 LF) Porch Swing Lane: 0 LF / 00 = 4 Canopy, 4 Understory, 00 Shrubs Ironclad Alley: 96 LF / 00 = 3 Canopy, 3 Understory, 5 Shrubs. Bufferyard ype A is required along North ( Canopy, 3 Understory, 0 Shrubs per 00 LF) North: 3 LF / 00 = 6 Canopy, 9 Understory, 3 Shrubs) PROVIDED. Porch Swing Lane: 5 Existing Oak, Dahoon Holly, 0 Green Pittosporum and Existing Shrubs Ironclad Alley: 4 Existing Oak, Existing Shrubs. North: 6 Existing Cedar, 9 Exisitng Holly, 8 Oakleaf Hydrangea Pittosporum and Existing Shrubs C. PARKING LO REQUIRED. Every row of parking shall end with an island; Max. spaces in a row. Islands min. 0 SF 3. Canopy ree per island PROVIDED. Every parking row ends with an island. Islands 0 SF 3. Canopy ree in every island except island at Drive hru Canopy LEGEND EISING REE O BE REMOVED EISING REE O REMAIN CRZ IN RED.5'/INCH DBH REE PROECION FENCING REE BARRICADE 7 L-0 6 L-0 OAK ree Barricade ree Protection Fencing CEDAR CEDAR 00' LANDSCAPE BUFFER CEDAR CEDAR APPROIMAE LOCAION OF EASERN LINE OF BANK SHARED PARKING AREA ASPHAL PARKING ' POWER CEDAR OAK 6 7 L-0 ree Barricade Critical Root Zone (.5x DBH) PIN# (DB. L5, PG. 700) OAK 6 OAK OAK " PIN# (DB. L5, PG. 700) N 40 00' W 35.87' 6 OAK 6 OAK " OAK 6 6 HOLLY MAG OAK OAK OAK OAK OAK 5'-0" BUFFERYARD A MAG HOLLY PERVIOUS HOLLY PIN# (DB. L5, PG. 700) Existing Shrubs Sq. Feet to be Removed.06 Acres 6 HOLLY ASPHAL PARKING Replace/ Repair Existing Sod as Needed HOLLY N 49 59'3 E 30.89' HOLLY HOLLY Critical Root Zone (.5x DBH) MAPLE OAK OAK OAK OAK 6 L ree Protection Fencing HOLLY HOLLY 7 ree Barricade L-0 -Cathedral Live Oak HOLLY DRIVE HRU OAK 6 3-Eastern Redbud DRIVE HRU S 49 59'3 W 76.' OAK OAK OAK REDBUD ' POWER BRICK WALL 00' LANDSCAPE BUFFER MAG -Cathedral Live Oak OAK CEDAR CEDAR OAK 5-CREPE MYRLE Existing Shrubs to Remain; Replace as Needed CEDAR CEDAR OAK Sq. Feet FFE=.55' Existing Shrubs to Remain; Replace as Needed ree Barricade 7 L-0 Existing Shrubs to be Removed R N 69 38'4" W.4' G HOLLY WM GREASE RAP W W BRICK WALL IRONCLAD ALLEY (PRIVAE SREE) W L5 OAK PORCH SWING LANE (PRIVAE SREE).5 L4.47 OAK.43 L3 OAK.45 Existing Shrubs to Remain; Replace as Needed REDBUD OAK 3.63 OAK REDBUD OAK.36 3OAK S 40 00' E 0.0' OUSIDE DINNING HOLLY OAK MAPLE.64 OAK HOLLY BRICK WALL RAIL 08.68' S 49 59'3 W 08.68' OAK MAPLE.33 OAK.68.5 OAK ASPHAL DRIVE N 49 55'3 E 7.5' OAK OAK 0'-0" BUFFERYARD B.39 G.4 N 39 57'4 W 8.6' Existing Shrubs to Remain; Replace as Needed OAK 0'-0" BUFFERYARD B OAK ' WAER ree Protection Fencing PVC MHSS=.76' IE=8.80' ' WAER OAK OAK C HANDI HANDI W PVC ' WAER 0' SEWER MHSS=.33' Existing Shrubs to Remain; IE=7.69' Replace as Needed N 40 00' W 39.5' OAK L BM.94 PIN# (DB. L5, PG. 700) (PB. L, PG. 037) EDGE OF PAVEMEN OP OF SORM MANHOLE =.7' Chick-fil-A 500 Buffington Road Atlanta, Georgia CHICK-FIL-A Ironclad Alley 30 Ironclad Alley N. Mount Pleasant, SC 9466 FSU# 8 REVISION SCHEDULE NO. DAE DESCRIPION Design Review Site Plan Revisions 3.90 N DAE OF MEEING: 5/30/8 SUBMIAL YPE: FINAL DESIGN REVIEW MLD PROJEC # HANDI PRINED FOR OAK.6 DAE F PIN# (DB. 6, PG. 695) 3.83 OAK OAK.38 W FH..35 DRAWN BY SLG produced for above named project may not be reproduced in any manner without express written or verbal nsent from authorized project representatives. SHEE ree Protection Plan L. IPF / REBAR N 39 57'4 W.44 SHEE NUMBER L-00

10 Information ntained on this drawing and in all digital files ' WAER OAK 0' SEWER LEGEND F PLAN LIS Qty Botanical Name Common Name Scheduled Size Remarks rees 3 Cercis canadensis Eastern Redbud Min. Cal.; Min. 0'-'' Hgt B & B; Single Straight Leader Ilex cassine Dahoon Holly 5'-6' Hgt.; 3' Spread Quercus virginiana 'SDLN' Cathedral Live Oak Min. Cal.; Min. 6'-8' Hgt B & B; Single Straight Leader Shrubs Abelia x grandiflora 'Hopley' wist of Lime Abelia 3 Gal. 8 Hydrangea quercifolia Oakleaf Hydrangea LANDSCAPE REQUIREMENS 3 Gal. Ilex rnuta 'Carissa' A. SIE DENSIY 37 REQUIRED Ilex vomitoria. Nana.03 Ac. x 60" Carissa Holly Dwarf Yaupon Holly = 3 Gal Inches Required 3 Gal. 53 Muhlenbergia filipes Purple Muhly 3 Gal. 40 PROVIDED Pittosporum tobira. Existing ree Inches (pre-development) Green Pittosporum = Gal. 47 Rudbeckia fulgida Existing 'Goldsturm' ree Inches Removed Goldsturm Black = Eyed Susan 53 Gal. 0 Sabal minor Existing ree Inches Remaining Dwarf Palmetto= 36 3 Gal. Proposed ree Inches = 0 = 346 otal Inches (post development) LANDSCAPE REQUIREMENS B. BUFFERYARDS REQUIRED. Bufferyard ype B is required along all streets (3 Canopy, 3 Understory, 5 Shrubs per 00 LF) Porch Swing Lane: 0 LF / 00 = 4 Canopy, 4 Understory, 00 Shrubs Ironclad Alley: 96 LF / 00 = 3 Canopy, 3 Understory, 5 Shrubs. Bufferyard ype A is required along North ( Canopy, 3 Understory, 0 Shrubs per 00 LF) North: 3 LF / 00 = 6 Canopy, 9 Understory, 3 Shrubs) PROVIDED. Porch Swing Lane: 5 Existing Oak, Dahoon Holly, 0 Green Pittosporum and Existing Shrubs Ironclad Alley: 4 Existing Oak, Existing Shrubs. North: 6 Existing Cedar, 9 Exisitng Holly, 8 Oakleaf Hydrangea Pittosporum and Existing Shrubs C. PARKING LO REQUIRED. Every row of parking shall end with an island; Max. spaces in a row. Islands min. 0 SF 3. Canopy ree per island PROVIDED. Every parking row ends with an island. Islands 0 SF 3. Canopy ree in every island except island at Drive hru Canopy EISING REE O BE REMOVED EISING REE O REMAIN CRZ IN RED.5'/INCH DBH REE PROECION FENCING REE BARRICADE OAK CEDAR CEDAR 00' LANDSCAPE BUFFER ASPHAL PARKING APPROIMAE LOCAION OF EASERN LINE OF BANK SHARED PARKING AREA CEDAR CEDAR ' POWER CEDAR OAK 6 Critical Root Zone (.5x DBH) PIN# (DB. L5, PG. 700) OAK OAK " PIN# (DB. L5, PG. 700) N 40 00' W 35.87' OAK OAK " OAK OAK 6 6 HOLLY MAG OAK OAK OAK OAK 5'-0" BUFFERYARD A MAG 8-Oakleaf Hydrangea 0-Purple Muhly -Dwarf Palmetto OAK HOLLY PERVIOUS HOLLY 0-Green Pittosporum 4-Purple Muhly PIN# (DB. L5, PG. 700) Existing Shrubs Sq. Feet to be Removed.06 Acres 6 HOLLY ASPHAL PARKING Replace/ Repair Existing Sod as Needed HOLLY N 49 59'3 E 30.89' HOLLY HOLLY Critical Root Zone (.5x DBH) OAK OAK OAK 6 6 HOLLY HOLLY -Cathedral Live Oak 7-Green Pittosporum 7-Purple Muhly DRIVE HRU 6 5-Dwarf Palmetto 3-Eastern Redbud 0-Dwarf Yaupon Holly S 49 59'3 W 76.' DRIVE HRU OAK OAK OAK REDBUD ' POWER BRICK WALL 00' LANDSCAPE BUFFER OAK MAG 7-Dwarf Yaupon Holly -Cathedral Live Oak -Purple Muhly OAK Existing Shrubs to Remain; Replace as Needed OAK OAK CEDAR CEDAR Existing Shrubs to Remain; Replace as Needed Existing Shrubs to be Removed Sq. Feet FFE=.55' 3-Green Pittosporum 0-Goldsturm Black Eyed Susan -wist of Lime Abelia R N 69 38'4" W.4' G HOLLY WM GREASE RAP W W BRICK WALL IRONCLAD ALLEY (PRIVAE SREE) W L5 OAK PORCH SWING LANE (PRIVAE SREE).5 L4.47 OAK -Dahoon Holly 0-Green Pittosporum.43 L3 OAK OAK.45 Existing Shrubs to Remain; Replace as Needed -Carissa Holly 7-Goldsturm Black Eyed Susan OAK 3.63 OAK REDBUD.36 3OAK S 40 00' E 0.0' OUSIDE DINNING HOLLY OAK MAPLE.64 OAK BRICK WALL RAIL 08.68' S 49 59'3 W 08.68' PIN# (DB. 6, PG. 695) HOLLY OAK MAPLE.33 OAK.68.5 OAK ASPHAL DRIVE N 49 55'3 E 7.5' OAK OAK 0'-0" BUFFERYARD B.39 G OAK PVC MHSS=.76' IE=8.80' ' WAER OAK C W PVC ' WAER 0' SEWER MHSS=.33' Existing Shrubs to Remain; IE=7.69' Replace as Needed BM OP OF SORM MANHOLE =.7' SOUHEAS. Landscape.4 Contractor to read and understand the Landscape Specifications (sheet L-0) prior to finalizing bids. he Landscape Specifications shall be adhered to throughout the nstruction process..94. Contractor is responsible for locating and protecting all underground utilities prior to digging. 3. Contractor is responsible for protecting existing trees from damage during nstruction. 4. All tree protection devices to be installed prior to the start of land disturbance, and maintained until final landscaping. PIN# All tree protection areas to be protected from sedimentation. (DB. L5, PG. 700) 6. All tree protection fencing to be inspected daily, and repaired or replaced as needed. (PB. L, PG. 037) 7. No parking, storage or other nstruction activities are to occur within tree protection areas. 8. All planting areas shall be cleaned of nstruction debris (ie. ncrete, rock, rubble, building materials, etc) prior to adding and spreading of the topsoil. 9. General Contractor is responsible for adding a min of 4 clean friable topsoil in all new planting beds and all.57 grassed areas. Graded areas to be held down the appropriate elevation to acunt for topsoil depth. See.35 Landscape Specifications for required topsoil characteristics. 0. In all new parking lot islands, the General Contractor is responsible to remove all debris, fracture/loosen subgrade to a min. 4 depth. Add topsoil to a 6-8 bermed height above island curbing; refer to landscape specifications and landscape island detail.. Prior to beginning work, the Landscape Contractor shall inspect the subgrade, general site nditions, verify elevations, utility locations, irrigation, approve topsoil provided by the General Contractor and observe the site nditions under which the work is to be done. Notify the General Contractor of any unsatisfactory nditions, work shall not proceed until such nditions have been rrected and are acceptable to the Landscape. Contractor.. Any deviations from the approved set of plans are to be approved by the Landscape Architect. 3. Landscaping shall be installed in nformance with ANSI Z60. the American Standard for Nursery Stock and 3.94 the accepted standards of the American Association of Nurserymen.. Existing grass in proposed planting areas shall be killed and removed. Hand rake to remove all rocks and debris 3.90 larger than inch in diameter, prior to adding topsoil and planting shrubs.. Soil to be tested to determine fertilizer and lime requirements prior to laying sod. 6. Annual and perennial beds: add min. 4 inch layer of organic material and till to a min. depth of inches. Mulch new annual and perennial beds with -3 inch depth of mini nuggets. 7. All new shrubs beds to be mulched with a min. 3 inch layer of mulch (double shredded hardwood mulch). 8. Planting holes to be 3.9 dug a 3.87 minimum of twice the width of the root ball, for both shrub and tree. Set plant material -3 above OAKfinish grade. Backfill planting pit with topsoil and native excavated soil Sod to be delivered fresh.04 (Cut less than 4 hours prior to arriving on site), laid immediately, rolled, and watered thoroughly immediately after planting. Edge of sod at planting beds are to be "V" trenched; see Landscape Details. 0. Any 3.83 OAK existing grass disturbed during nstruction to be fully removed, regraded and FHreplaced. All tire marks and. indentions to be repaired..35. Water 3.8 thoroughly twice in first 4 hours and apply mulch immediately.. he Landscape Contractor shall guarantee all plants installed for one full year from date of acceptance by the 3.94 owner. All plants shall be alive and at a vigorous rate of growth at the end of the guarantee period. he Landscape Contractor shall not be responsible OAKfor acts of God or vandalism. See Landscape Specifications for Warranty requirements/expectations Any plant that is determined dead, in an unhealthy, unsightly ndition, lost its shape due to dead branches, or. other symptoms of poor, non-vigorous growth, shall be replaced by the Landscape Contractor. See Landscape Specifications for warranty requirements/expectations. IPF / REBAR 4. Site to be 00% irrigated in all planting beds and grass area by an automatic underground Irrigation System. See Irrigation Plan L-00 for design. Irrigation as-built shall be provided to the Landscape Architect within 4 hours of irrigation install mpletion. 5. Stake all evergreen and deciduous trees as shown in the planting detail and as per the Landscape.44 Specifications. 6. Remove stakes and guying from all trees after one year from planting. N 39 57'4 W 8.6' Existing Shrubs to Remain; Replace as Needed OAK 0'-0" BUFFERYARD B ' WAER OAK HANDI HANDI N 40 00' W 39.5' OAK L.68 LANDSCAPE NOES (MLOP) N 39 57'4 W W EDGE OF PAVEMEN HANDI N Chick-fil-A 500 Buffington Road Atlanta, Georgia CHICK-FIL-A FSU# 8 REVISION SCHEDULE NO. DAE DESCRIPION Design Review Site Plan Revisions DAE OF MEEING: 5/30/8 SUBMIAL YPE: FINAL DESIGN REVIEW MLD PROJEC # PRINED FOR DAE DRAWN BY produced for above named project may not be reproduced in any manner without express written or verbal nsent from authorized project representatives. SHEE SHEE NUMBER Ironclad Alley Landscape Plan 30 Ironclad Alley N. Mount Pleasant, SC L-0..8 SLG

11 4'-0" MIN. MA Information ntained on this drawing and in all digital files Guy above first branch with woven strap Set top of rootball so that trunk flare is visible and above finished grade Place rootball on unexcavated subgrade amp soil around rootball, and water in 6 layers to remove air pockets opsoil and planting mix as defined in the Landscape Specifications Remove all twine, rope, burlap and cut wire basket from top /3 of rootball Hgt. earth saucer beyond edge of root ball for water retention. Outer edge of saucer to be 6' diameter NOE. Hole to be twice the width of the rootball.. Do not heavily prune tree at planting. Prune only crossover limbs, broken or dead branches; Do not remove the terminal buds of branches that extend to the edge of the crown. 3. Each tree must be planted such that the trunk flare is visible at the top of the rootball. rees where the trunk flare is not visible shall be rejected. Do not ver the top of the rootball with soil. Mulch to be held back 4 away from trunk. 4. Remove Guy Wires and Staking when warranty period has expired (after one year). hardwood stakes 3 stakes, x, driven firmly into subgrade prior to backfilling Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan. Hold mulch 4 from tree trunk. Native soils subgrade V rench Bed Edge Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan Planting pit to be twice the width of the rootball Varies Varies As shown on L-00 opsoil as defined in the Landscape Specifications Backfill planting pits with topsoil and native excavated soil Shrubs; type and size as defined on the plant list A = Row Spacing B = On Center Spacing Space plants in a triangular pattern as shown, spaced equally from each other at spacing indicated on the plant list Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan. opsoil as defined in the Landscape Specifications Native soils subgrade A MIN B Edge of Bed B PLAN SPACING 'B' ROW SPACING 'A' PLANS/0SF O.C. 6.9" 6 O.C. 0. " O.C. 3.0" 7 O.C..7" 5 NOE. Space groundver plants in acrdance with indicated spacing listed on the plant list, or as shown on the landscape plan.. Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. 3. Plant to within 4 of the trunks of trees and shrubs within planting bed and to within 8 of edge of bed. A Mound islands 6-8 height above island curbing. Mulch depth as defined in the Landscape Specifications; mulch type as defined in the Landscape Notes or on the Landscape Plan Pavement yp. Curb & Gutter yp. Compacted Subgrade Unmpact subgrade to a minimum depth of 4 from top of curb opsoil as defined in the Landscape Specifications; minimum 4 depth Width Varies NOE. Clean nstruction debris from within landscape island areas (ie. ncrete, rocks, rubble, building materials, ect), prior to installing topsoil and plant material.. Fracture/loosen existing subgrade to a minimum depth. Remove and replace any subgrade unsuitable for planting. Once subgrade is clean of debris and loosened, add topsoil to a minimum bermed - height above island curbing. 3. Island plant material as per the Landscape Plan. 4. Install plant material as per tree, shrub and ground ver planting details, and as defined in the Landsacpe Specifications. 5. Install mulch or sod as specified on the Landscape Plan, and as defined in the Landscape Specifications. - Hgt Depth Chick-fil-A 500 Buffington Road Atlanta, Georgia REE PLANING & SAKING SCALE: NS SHRUB BED PLANING DEAIL SCALE: NS 3 "V" RENCH BED EDGING SCALE: NS 4 PARKING ISLAND DEAIL SCALE: NS Crown drip line or other limit of ree Protection area. See landscape plan for fence alignment Notes:. See landscape notes for additional tree protection requirements.. No pruning shall be performed except by approved arborist. 3. No equipment shall operate inside the protective fencing including during fence installation and removal. 4. See site preparation plan for any modifications with the ree Protection area. URF SIDE Mulch as defined in the Landscape Specifications. Hold Mulch from tree trunk and shrub stems Shovel Cut Bed Edge at 45 degree angle, deep Finished grade at bedline PLANING BED SIDE 8.5" x " sign laminated in plastic spaced every 50' along the fence. 4'-0" KEEP OU REE PROECION AREA ree Protection fence: High density polyethylene fencing with 3.5" x.5" openings; Color- orange. Steel posts installed at 8' o.c. x 6' steel postsor approved equal. 5" thick layer of mulch. Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 6'- MA " HORIZONAL WOOD MEMBERS VERICAL WOOD SAKE DURING LAND ALERAION AND CONSRUCION ACIVIIES, HE CONRACOR SHALL NO REMOVE VEGEAION BY GRUBBING OR PLACE SOIL DEPOSIS, DEBRIS, SOLVENS, CONSRUCION MAERIAL, MACHINERY OR OHER EQUIPMEN OF ANY KIND WIHIN HE DRIPLINE OF A REE O REMAIN ON HE SIE. REE BARRICADES SHALL REMAIN IN PLACE UNIL LAND ALERAION AND CONSRUCION ACIVIIES ARE COMPLEED. 6'- CHICK-FIL-A Ironclad Alley 30 Ironclad Alley N. Mount Pleasant, SC 9466 FSU# 8 REVISION SCHEDULE NO. DAE DESCRIPION Design Review Site Plan Revisions opsoil as defined in the Landscape Specifications. Native soils subgrade BARRIERS PLACED A CRIICAL ROO ZONE EQUAL O ' RADIUS / INCH OF DBH CRIICAL ROO ZONE /' RADIUS / INCH OF DBH DAE OF MEEING: 5/30/8 SUBMIAL YPE: FINAL DESIGN REVIEW ELEVAION PLAN MLD PROJEC # PRINED FOR SECION VIEW DAE DRAWN BY..8 SLG 5 GROUNDCOVER PLANING DEAIL SCALE: NS 6 REE PROECION FENCING DEAIL SCALE: NS URBAN REE FOUNDAION 0 OPEN SOURCE FREE O USE 7 REE BARRICADE - for trees in close proximity to nstruction SCALE: NS produced for above named project may not be reproduced in any manner without express written or verbal nsent from authorized project representatives. SHEE Landscape Details SHEE NUMBER L-0

12 Digitally signed by Louise K Craver Reason: Identrust 3rd Party Verified Date: :5:7-04'00' HIS DOCUMEN IS "NO O FOR CONSRUCION" C " UNLESS S HE ARCHIEC OR ENGINEER'S NEER'S SIGNAURE EAN AND SEAL LAP APPEAR PEAR BELOW. P:\C\Chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\ A..dwg Sheet No: 0-8-A. Saved by: trarey - uesday, July 3, 08 4:0 PM Printed by: an Vu - August, 08 : PM NO ADA SYMBOL NO ADA SYMBOL ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN 604 COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F COPYRIGH c 07 INERPLAN LLC RESERVES COPYRIGH & OHER RIGHS RESRICING HESE DOCUMENS O HE ORIGINAL SIE OR PURPOSE FOR WHICH HEY WERE PREPARED. REPRODUCIONS, CHANGES OR ASSIGNMENS ARE PROHIBIED.

13 BR- BRICK # MERIDIAN BRICK MODULAR SIZE COLOR O MACH EISING EISING SPEC: "FRENCH QUARER" MORAR: COOSA 9 BR- BR-3 EC- P-9 P-0 P- BRICK # MERIDIAN BRICK MODULAR SIZE PROFILE: #76 "LIGH GRAY WIRE CU" MORAR: COOSA 9 BRICK #3 MERIDIAN BRICK MODULAR SIZE PROFILE: BESSEMER COLLECION, COLOR: "M. RUSHMORE" MORAR: COOSA 9 NEW PARAPE WALL COPING AS REQUIRED FOR NEW LOCAIONS DUROLAS/ ECEPIONAL MEALS COLOR - "SIERRA AN" EERIOR PAIN MISCELLANEOUS MEALS SHERWIN WILLIAMS - SHER-CRYL HIGH PERFORMANCE ACRYLIC #B COLOR - DARK BRONZE SEMI-GLOSS FINISH CANOPY MANUFACURER EERIOR PAIN FINISH MAE BLACK, EURED (SMOOH FINISH UPON APPROVAL) CANOPY MANUFACURER EERIOR PAIN FINISH SMOOH WHIE, HIGH GLOSS Digitally signed by Louise K Craver Reason: Identrust 3rd Party Verified Date: :6:03-04'00' HIS DOCUMEN IS "NO FOR CONSRUCION" UNLESS HE EAR ARCHIEC OR RENGI ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. P:\C\Chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\ A.-A..dwg Sheet No: 0-8-A. Saved by: trarey - uesday, July 3, 08 4: PM Printed by: an Vu - August, 08 : PM S- S- SOREFRON KAWNEER - rifab VersaGlaze 45 COLOR - REFER O EERIOR FINISH LEGEND ON A. SOREFRON KAWNEER - rifab VersaGlaze 45 COLOR-"ANODIZED FIN.-DARK BRONZE" GLASS YPE: SPANDREL W/ BLACK INERLAYER EERIOR FINISH NOES:. HE CONRACOR WILL FIELD VERIFY ALL EISING MAERIALS O BE MACHED AND WILL WORK WIH MANUFACURERS O ENSURE EISING MAERIALS LISED ON PLANS MACH INSALLED MAERIALS. IF DIFFEREN, HE CONRACOR WILL COORDINAE WIH MANUFACURERS O PROVIDE A SUBSIUE SAMPLE FOR REVIEW AND APPROVAL BY JLL PM AND ARCHIEC PRIOR O ORDERING AND INSALLING SUBSIUE MAERIALS SO AS NO O DELAY HE PROJEC SCHEDULE. ± ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN 604 COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F COPYRIGH c 07 INERPLAN LLC RESERVES COPYRIGH & OHER RIGHS RESRICING HESE DOCUMENS O HE ORIGINAL SIE OR PURPOSE FOR WHICH HEY WERE PREPARED. REPRODUCIONS, CHANGES OR ASSIGNMENS ARE PROHIBIED.

14 BR- BR- BR-3 EC- P-9 P-0 P- BRICK # MERIDIAN BRICK MODULAR SIZE COLOR O MACH EISING EISING SPEC: "FRENCH QUARER" MORAR: COOSA 9 BRICK # MERIDIAN BRICK MODULAR SIZE PROFILE: #76 "LIGH GRAY WIRE CU" MORAR: COOSA 9 BRICK #3 MERIDIAN BRICK MODULAR SIZE PROFILE: BESSEMER COLLECION, COLOR: "M. RUSHMORE" MORAR: COOSA 9 NEW PARAPE WALL COPING AS REQUIRED FOR NEW LOCAIONS DUROLAS/ ECEPIONAL MEALS COLOR - "SIERRA AN" EERIOR PAIN MISCELLANEOUS MEALS SHERWIN WILLIAMS - SHER-CRYL HIGH PERFORMANCE ACRYLIC #B COLOR - DARK BRONZE SEMI-GLOSS FINISH CANOPY MANUFACURER EERIOR PAIN FINISH MAE BLACK, EURED (SMOOH FINISH UPON APPROVAL) CANOPY MANUFACURER EERIOR PAIN FINISH SMOOH WHIE, HIGH GLOSS S- S- SOREFRON KAWNEER - rifab VersaGlaze 45 COLOR - REFER O EERIOR FINISH LEGEND ON A. SOREFRON KAWNEER - rifab VersaGlaze 45 COLOR-"ANODIZED FIN.-DARK BRONZE" GLASS YPE: SPANDREL W/ BLACK INERLAYER EERIOR FINISH NOES:. HE CONRACOR WILL FIELD VERIFY ALL EISING MAERIALS O BE MACHED AND WILL WORK WIH MANUFACURERS O ENSURE EISING MAERIALS LISED ON PLANS MACH INSALLED MAERIALS. IF DIFFEREN, HE CONRACOR WILL COORDINAE WIH MANUFACURERS O PROVIDE A SUBSIUE SAMPLE FOR REVIEW AND APPROVAL BY JLL PM AND ARCHIEC PRIOR O ORDERING AND INSALLING SUBSIUE MAERIALS SO AS NO O DELAY HE PROJEC SCHEDULE. Digitally signed by Louise K Craver Reason: Identrust 3rd Party Verified Date: :5:46-04'00' HIS DOCUMEN IS "NO N FOR CONSRUCION" ION ON" UNLESS HE ARCHIEC C OR ENGINEER'S NEER'S SIGNAURE AND SEAL APPEAR PEAR BELOW. P:\C\Chickfila\ CFA Remodel FSU 8 Ironclad Alley, Mt Pleasant, SC\3 CAD & Drawings\ Construction Documents\ A.-A..dwg Sheet No: 0-8-A. Saved by: trarey - uesday, July 3, 08 4: PM Printed by: an Vu - August, 08 : PM ARCHIECURE ENGINEERING INERIOR DESIGN PROJEC MANAGEMEN 604 COURLAND SREE SUIE 00 ORLANDO, FLORIDA 3804 PH F COPYRIGH c 07 INERPLAN LLC RESERVES COPYRIGH & OHER RIGHS RESRICING HESE DOCUMENS O HE ORIGINAL SIE OR PURPOSE FOR WHICH HEY WERE PREPARED. REPRODUCIONS, CHANGES OR ASSIGNMENS ARE PROHIBIED.

15 own of Mount Pleasant FINAL Design Review Submittal Check List September 6, 07 his form is to be mpleted by either applicant or their representative and submitted with Final Design Review plans. Submittals with missing or inmplete information will not be placed on the Design Review agenda and applicants will have to make a new submittal for a future meeting. NAME OF PROJEC APPLICAN S NAME PRIMARY CONAC PHONE DAE PRELIMINARY DESIGN REVIEW APPROVAL DAE: PROJEC HISORY: List the date of the meeting and type of request for this property at the following: Planning Commission, own Council, Board of Zoning Adjustments, Construction Board of Adjustment. SUBMIAL PLANS: All plans must be submitted electronically as a single, multi-page PDF, scalable at approximately x 7 size. Please make certain all security features, including password protection, are disabled.. One () set of PDF, digital plans scaled to x 7. Make certain all plans are scalable and all security features, including password protection, are disabled. ALL PAGES OF ALL PLANS. PROJEC NAME AND ADDRESS in itle Block. SUBMIAL YPE (ex. Final Design Review) in itle Block 3. DAE OF MEEING in itle Block 4. NORH ARROW and GRAPHIC AND WRIEN SCALE 5. APPROVAL SAMP BLOCK. In the upper right hand rner of each sheet please leave a designated space in the same spot on each plan sheet for Design Review & Building Permit Approval Stamps (see example at end of checklist).

16 COVER SHEE. LOCAION MAP. A MAP SERIES (MS) Number(s) 3. SREE ADDRESS (if vacant, have address assigned by Planning Department prior to submittal) 4. ZONING DISRIC 5. ZONING REQUIREMENS: (a) Setbacks (b) Conditions 6. NAME, ADDRESS, ELEPHONE, AND ADDRESS OF: (a) Primary Contact. All rrespondence shall go through Primary Contact (b) Current Property Owner (c) Developer (d) Architect (e) Engineer (f) Landscape Architect (g) Lighting Engineer 7. IF PAR OF A SUBDIVISION (a) Subdivision Name (b) Lot and Block 8. SHEE INDE ORIGINAL SURVEY Copy of original survey used for base maps and designs SIE PLAN. BOUNDARY DAA AND REFERENCE. SEBACK LINES with dimensions noted on all site plans 3. EISING AND PROPOSED S On all site plans 4. PARKING DIMENSIONS AND SIZE (graphically noted and plans to scale) 5. BUILDING DIMENSIONS (graphically noted and plans to scale) 6. BUILDING SIZE (sq. feet: each floor and total) 7. ADJACEN CURB CUS both sides of street for a distance of 00 feet either side of property line 8. DISANCE O NEARES INERSECION from proposed curb cuts (measured from point of tangency) 9. PARKING (a) otal Spaces (b) Number allowed by ordinance and cite use or use category from zoning de table (c) Regular Spaces (d) Handicap Spaces (e) Parking Ratio

17 0. SREE/RAFFIC/PARKING SIGNS AND LOCAIONS. EISING AND PROPOSED UILIIES with easements. ADJOINING SREE RIGH-OF-WAY and GEOMERICS including turn lanes and curb setback 3. BUILDINGS ON ADJACEN PROPERIES (footprint) or AERIAL IMAGE. ADA RUNCAED DOME DEAIL CLEARING, GRADING, DRAINAGE, & SORMWAER POLLUION PREVENION PLANS. BENCH MARK. EISING OPOGRAPHIC FEAURES include one foot ntour lines, may need offsite information as it pertains to runoff direction and elevation of nearest structures. 3. GRADING DRAINAGE PLAN One foot ntour lines supplemented as necessary, existing and proposed spot elevations, building finished floor elevation, fill around protected and historic trees, utilities, pond staging elevations. 4. SIL FENCE AND REE BARRICADE LOCAIONS include tree barricade detail 5. FLOOD ZONE 6. UILIY LOCAIONS-Show proposed route for all utilities to site. LANDSCAPE AND REE REPLACEMEN PLAN. BUFFERYARDS (On all site plans) A. Location B. ype C. Size. FINAL LANDSCAPE PLAN A. Bufferyard and Landscape requirements (chart form) B. Plant Schedule (size and species) C. Planting Details 3. REE SURVEY with Site Plan Overlay, signature and seal of registered engineer or surveyor 4. REE PROECION (chart form) on tree survey and site plan overlay sheet A. At least 60 caliper inches per acre. his can be satisfied by unting any protected trees retained on site and any canopy trees planted on site. B. he minimum size for replacement trees is 4 inches in caliper and 6-8 in height. C. ree Protection Zone. his is defined as the area centered around the tree, the radius of which is equal to ½ foot for each inch of DBH measurement. D. Details of disturbance within tree protection zones E. HISORIC REE REMOVAL: tree species, size and ndition. Additional information as requested: assessment from a Certified Arborist, written or illustrative explanation regarding requested removal of tree(s) as it pertains to the site.

18 LANDSCAPE AND REE REPLACEMEN PLAN (ntinued) 5. LOCAION OF REES: A. o be SAVED (On all plans) B. o be REMOVED C. HISORIC REES 6. OAL NUMBER OF REES (in DBH inches): A. Pre-Development B. o be removed C. Post-Development 7. REE PROECION DEAIL 8. DUMPSER/RECYCLING ENCLOSURE AND ELEVAION DEAIL. Multi-family projects are eligible for free recycling mpactors by ntacting Charleston County at he space for the recycling mpactors shall be designated on plans and should generally be located within or near the garbage dumpster enclosures. Recycling mpactors are required to be screened in the same manner as dumpsters. PHOOMERIC PLAN. SIE PLAN not more than = 0 minimum. Lighting plan should ideally be overlaid on landscape plan.. ILLUMINAION CALCULAION showing: A. Light levels in FOOCANDLES at points located on 0 center grid B. Maximum to Minimum Ratio C. Average Maximum to Minimum Ratio D. Uniformity Level 3. FIURE SCHEDULE A. fixture design B. type of lamp (incandescent, fluorescent, metal halide, LED, etc.) C. wattage of each fixture (chart form) wattage should not exceed 50 watts unless specifically allowed by ordinance D. manufacturer s cut sheet. 4. POLE AND BASE DESIGN (mounting) for each type of light fixture. (On photometric plan or separate sheet within plans (same size as all other pages)). ARCHIECURAL PLANS. ELEVAIONS. Elevations of all sides of buildings shall be presented. Elevations shall accurately represent a view of all sides of the building. Floor elevations must be delineated and existing and proposed grade levels must be shown. Label all exterior materials and note all materials and manufacturers in notes field of plans.. FLOOR PLANS. Floor plans shall be presented depicting the layout of spaces for all levels of the proposed structure. Floor plans should be at the same scale as the elevations. 3. MECHANICAL AND ELECRICAL UNIS. Show all exterior A. HVAC equipment B. Electric meters C. ransformers D. Building mounted electrical panels E. All Building mounted light fixtures, manufacturer s cut sheet

19 4. BUILDING SECIONS. Drawn at scales as necessary for clarification or nstruction. 5. DEAILS. ypical Wall Section A. ypical Wall Section B. Wall Section through window and door C. Window and door details D. Exterior rim E. Signs. F. Exterior walls and/or fences, mechanical screens G. Roof mounted mechanical unit screens. H. Other details as needed for clarity for nstruction. I. Manufacturer s catalog cut sheet of building mounted lights 6. EERIOR MAERIALS keyed to elevations.

20 August, 08 Chris Luly own of Mount Pleasant 00 Ann Edwards Lane Mount Pleasant, SC Reference: Chick-Fil-A #8 Ironclad Alley Permit Number/Reference Number IP #07.056/90 Response to Commercial Design Review Board Comments Dear Mr. Luly: Please accept the following in response to mments dated May 30 th, 08: Site and Landscape. Comment: Applicant must not encroach into a large and well-formed tree with the relocation of the dumpster location. Response: Acknowledged. Dumpster has been shifted over and a parking space has been removed; Change has been made to sheet C-.0.. Comment: he proposed angled parking will eliminate a substantially sized oak tree in an island near the entrance. Response: Acknowledged. he proposed angled parking has been shifted one foot east to save the existing 8 oak; Change has been made to sheet C-.0 and L Comment: Applicant required to look at losing a parking space to save the tree. Response: Acknowledged. he proposed angled parking has been shifted one foot east to save the existing 8 oak; Change has been made to sheet C-.0 and L Comment: A new drive thru lane is proposed within an SCEG easement so an encroachment agreement will be required before approval is given. Response: Acknowledged. his information will be provided upon its receipt.

21 Chick-Fil-A #8 Ironclad Alley August, 08 Page of 3 5. Comment: he applicant must study the locations of the proposed bald cypresses, design new landscape areas around the building additions and ntinue landscape screening of the drive thru lanes. Response: 3 proposed Bald Cypress have been replaced with 3 Eastern Redbud. Dahoon Holly and 0 Green Pittosporum are added near building additions and drive through lanes at back of the existing building. 6. Comment: A separate tree plan is required so this should be broken out from the landscape plan. Response: L-00 ree Protection Plan is provided. 7. Comment: All trees in close proximity to work require protection barricades. Response: Protection barricades are provided for all trees in close proximity to work on L-00 ree Protection Plan. 8. Comment: he barricade detail needs to match the own s standard and provide a top rail. Response: A barricade detail is provided on L-0 Landscape Details sheet to match the own s standard and provided a top rail. 9. Comment: All sheets must have the submittal type and date of the meeting given in the title block. Response: (date of meeting 5/30/08, submittal type: Final Design Review) are shown all sheets. 0. Comment: he additional land shown with no improvements should be removed from plan sheets if there are no proposed improvements. Response: he additional land is shown to provide information about the Off-site parking spaces to be deed restricted to CFA building.. Comment: A parking agreement shall be provided as there are currently not enough parking spaces on the parcel to meet the own s requirements. Response: Acknowledged. Additional off-site parking has been acquired and is shown on sheet C-.0. here are thirty-two (3) on-site parking spaces and twenty-two () existing spaces to be deed restricted to Chick-fil-A. Once the agreements have been finalized, they will be provided.

22 Chick-Fil-A #8 Ironclad Alley August, 08 Page 3 of 3 Architectural. Comment: A plan to expand the building was reviewed at the February meeting. he current proposal is significantly different than the February proposal. he original plan sought to expand the building to the rear only maintaining the existing front of the building with no exterior changes. he new plan relocates the restrooms to the rner of the building eliminating the rner windows on both the shopping center entry drive and the Ironclad Alley façade. Staff remmends that the applicant study maintaining the restrooms in situ and adding the office at the rner so that the windows on both facades may be maintained. Section 6.30 (E)(6)Windows requires display windows every 5 feet or structural bay. For restaurants, the front of house or front half of the building has been treated with windows allowing the rear of the building to have the appearance of a later addition and ntain the enclosed areas of the kitchen and restrooms. Further, buildings located at rners are supposed to address the intersection (6.30 F.). Finally, all changes to buildings and site must be in mpliance with the current guidelines. he requirement is to create pedestrian-friendly, walkable neighborhood shopping centers not autocentric, internally focused outparcels. he building should beme more open and ntributing to the overall center to create a mmercial village (6.30 (H)). Staff notes that the vered drive-thru order area has been removed from the plans. Staff remmends deferral for restudy based on the ordinance requirements and to create a more sensitive design that ntributes to and reinforces the requirements of 6.30 (E), (F), and (H). Response: Per our nversation with Mike Robinson on 07/3, these mments are now waived and do not need to be addressed. Please feel free to ntact me if you have any questions or require additional information. If I am not available, George Georgy is the Civil Project Manager and an Vu is the Architectural Project Manager and will be able to answer your questions. Sincerely, INERPLAN LLC Donna Brown Permit Manager/Site Development