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HomeMy WebLinkAboutPacket for Hearing Officer 06-08-17PROPOSED STORMWATER EASEMENT PROPOSED STORMWATER EASEMENT U P DN TI T L E S H E E T C000 01 CONSULTANT TEAM: CIVIL ENGINEER CIVIL & ENVIRONMENTAL CONSULTANTS, INC. 530 E. OHIO STREET, SUITE G INDIANAPOLIS, IN 46204 PH: (317) 655-7777 CONTACT: AARON HURT ADLS - DRAWING INDEX Sheet Number Sheet Title Drawing No. 1 TITLE SHEET 2 EXISTING CONDITIONS5 6 9 10 STORMWATER DRAINAGE PLAN - NORTH11 12 ALTA LAND TITLE SURVEY C000 C800 SV-1 SITE DETAILS PROJECT LOCATION C801SITE DETAILS 7 GAS TELEPHONE STREETS STORM SEWER WATER NOTE: C400 SITE DETAILS C805 13 14 SITE LAYOUT PLAN - NORTH C200 15 DEVELOPER BARRETT & STOKELY, INC. 3755 E. 82nd STREET, SUITE 300 INDIANAPOLIS, IN 46240 PH: (317) 845-4171 CONTACT: BRYAN BARRETT & TOM MARIANI UTILITIES: C802SITE DETAILS 8 C401 C803SITE DETAILS 16 C501 17 18 19 20 LANDSCAPE PLAN - NORTH LANDSCAPE DETAILS C700 21 22 23 GRADING PLAN - NORTH C300 ADDITIONAL CITY OF CARMEL NOTES: UTILITY NOTE: FLOOD INFORMATION NOTE: 24 25 3 STORM SEWER OWNER/OPERATING AUTHORITY 4 C804SITE DETAILS STREET DESIGN SPEED 26 C806SITE DETAILS 27 C900STORMWATER POLLUTION PREVENTION PLAN C901STORMWATER POLLUTION PREVENTION PLAN C902STORMWATER POLLUTION PREVENTION PLAN C500SITE UTILITY PLAN - NORTH C807SITE DETAILS C808SITE DETAILS C809SITE DETAILS C810SITE DETAILS 28 C811SITE DETAILS 29 C812SITE DETAILS CARMEL MID-TOWN Apartments / Mixed Use / Merchants Bank 2nd Street SW & 4th Avenue SW CARMEL, INDIANA 46032 CONSTRUCTION PLANS MAY 26, 2016 LOCATION MAP MO N O N T R A I L 4TH STREET SW 2ND STREET SW 3R D A V E N U E S W ARCHITECT STUDIO M ARCHITECTURE & PLANNING, LLC 2 WEST MAIN STREET CARMEL, INDIANA 46032 PH: (317) 810-1502 CONTACT: DAN MORIARITY DEMOLITION PLAN C101 30 APPROVAL PENDING NOT FOR CONSTRUCTION JC B GT R DR A F T NO N E SURVEYOR CIVIL & ENVIRONMENTAL CONSULTANTS, INC. 530 E. OHIO STREET, SUITE G INDIANAPOLIS, IN 46204 PH: (317) 655-7777 CONTACT: ANTHONY SYERS 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E MERCHANTS BANK MIXED USE BARRETT & STOKELY APARTMENTS / MIXED-USE ALTA LAND TITLE SURVEY SV-2 C100 SITE LAYOUT PLAN - SOUTH C201 GRADING PLAN - SOUTH C301 SITE UTILITY PLAN - SOUTH STORMWATER DRAINAGE PLAN - SOUTH LANDSCAPE PLAN - SOUTH C701 C702 31 32 GENERAL NOTES C001 33 C402STORMWATER PROFILES 34 ELECTRIC SANITARY SEWER CONSTRUCTION MANAGER DILLON CONSTRUCTION 6828 HILLSDALE CT. INDIANAPOLIS, INDIANA 46250 PH: (317) 596-2767 CONTACT: DALE DILLON BUILDING AREA CALCULATIONS: GE N E R A L N O T E S C001 02 GAS TELEPHONE STORM SEWER WATER ELECTRIC SANITARY SEWER STREETS APPROVAL PENDING NOT FOR CONSTRUCTION JC B GT R DR A F T NO N E 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E GENERAL DEMOLITION NOTES:GENERAL SURVEY NOTES:GENERAL SITE LAYOUT NOTES:GENERAL GRADING NOTES:GENERAL DRAINAGE NOTES: GENERAL UTILITY NOTES:UTILITY NOTE: REGULATORY AGENCIES: FLOOD NOTE: LAND DESCRIPTION: µ GENERAL NOTES: BENCHMARKS: (NORTH PARCEL DESCRIPTION)(SOUTH PARCEL DESCRIPTION) LAND DESCRIPTION: © 2010 NAVTEQ © AND © 2016 Microsoft Corporation SITE 2ND STREET SW ADJOINER D D INDUSTRIAL DRIVE 4 T H A V E N U E S W 3 R D A V E N U E S W M O N O N T R A I L A D J O I N E R ADJOINERADJOINER ADJOINER A D J O I N E R P.O.B. SOUTH PARCEL PROPOSED NORTH PARCEL R / W V A C A T E D PROPOSED SOUTH PARCEL P.O.B. NORTH PARCEL LEGEND: UTILITY NOTE: FLOOD NOTE: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: AL T A / N S P S L A N D T I T L E S U R V E Y BO U N D A R Y R E T R A C E M E N T S U R V E Y OR I G I N A L S U R V E Y O F P A R C E L S 1 A N D 2 16 2 - 8 7 4 1" = 3 0 ' AU G U S T 8 , 2 0 1 6 TJ T AB S DR A F T 1 2 SV-1 BA R R E T T & S T O K E L Y , I N C . CA R M E L M I D T O W N W E S T CA R M E L , I N D I A N A NORTH VICINITY MAP SOUTHEAST QUARTER SECTION 25 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: AL T A / N S P S L A N D T I T L E S U R V E Y BO U N D A R Y R E T R A C E M E N T S U R V E Y 16 2 - 8 7 4 AU G U S T 8 , 2 0 1 6 TJ T AB S DR A F T 2 2 SV-2 BA R R E T T & S T O K E L Y , I N C . CA R M E L M I D T O W N W E S T CA R M E L , I N D I A N A SURVEYOR'S REPORT “” LEGAL DESCRIPTION Tract 1 Tract 2 Tract 3 Tract 4 ALSO (NORTH PARCEL DESCRIPTION) TITLE COMMITMENT NOTESLEGAL DESCRIPTION Tract 1 Tract 2 Tract 3 Tract 4 ALSO (SOUTH PARCEL DESCRIPTION) TITLE COMMITMENT NOTES INDUSTRIAL DRIVE 4 T H A V E N U E S W 2ND STREET SW INDUSTRIAL DRIVE 4 T H A V E N U E S W INDUSTRIAL DRIVE 4 T H A V E N U E S W M O N O N T R A I L D LEGEND: NORTH EX I S T I N G C O N D I T I O N S C100 05 BE B AC H DR A F T 1" = 3 0 ' 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E BENCHMARKS: NOTES: GENERAL SURVEY NOTES: UTILITY NOTE: FLOOD NOTE: INDUSTRIAL DRIVE 4 T H A V E N U E S W 2ND STREET SW INDUSTRIAL DRIVE 4 T H A V E N U E S W INDUSTRIAL DRIVE 4 T H A V E N U E S W M O N O N T R A I L 1 1 1 1 3 1 3 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 15 16 16 16 15 16 18 3 7 15 6 4 5 15 15 15 7 3 7 2 2 1 25 25 25 13 7 7 7 777 1 1813 1818 18 8 7 13 9 8 7 14 7 13 7 13 7 13 14 12 12 12 14 14 12 18 18 10 10 2 2 10 10 13 13 13 11 24 23 23 23 23 24 17 12 21 20 19 20 77 13 7 7 24 7 22 22 23 DEMOLITION LEGEND: DEMOLITION ITEMS: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NORTH DE M O L I T I O N P L A N C101 06 JC B GL R DR A F T 1" = 3 0 ' GENERAL DEMOLITION NOTES: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E UTILITY NOTE: 836.5838838drain and hose bib?(28)(28)(5)(28)WATER DD BCE B1bB1dB1a L E A S I N G B 1 a B 1 b A 1 d A 1 c B1c A4B1d DATA(5)(23)(28)(29) 8 3 2 ' - 0 " 8 3 2 ' - 0 " 8 3 2 ' - 0 " R A M P U P R A M P D N R A M P U P 838'-0"838'-0"RAMP D N RAMP UP 838'-0"RAMP D N 838'-0" 8 3 6 ' - 0 " 8 3 6 ' - 0 " 8 3 4 ' - 0 " 8 3 4 ' - 0 " 8 3 2 ' - 0 " 8 3 8 ' - 0 " 8 3 6 ' - 0 " 8 3 4 ' - 0 " 8 3 2 ' - 0 " A 2 b B 1 d B 1 c A 1 b A1a B 1 b B1aB1cTRASHB1eBICYCLEROOMMAINTENANCEELEC. S E R V I C E H V A C GARAGE EXHAUST R E T A I L 1 2 , 2 3 6 G S F 8 3 2 ' - 0 " A 2ND STREET SW M I D - T O W N W E S T B F S S A B T T F F E E C F U URQQQQQ Q Q Q Q V V V M M LNNK L K K KKKKKKL L TDJ A P H C C C L L C R R C CCQ K L D D D D D D DDD Q Q QQQ Q Q Q R C C P ACC DEEEEE D D H G G R Q Q Q Q Q Q S S T U T D D D D S I T E K E Y N O T E S : A B C D E F G H I J K L M N O P Q R S T U V 8 A B 3 4 5 67 1 2 C D E F G H 8 3 4 5 67 1 2 A B C D E F G H DESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: S H E E T O F D R A W I N G N O . : 172-019 MAY 26, 2017 3 4 DILLON CONSTRUCTION GROUP MIDTOWN WEST BARRETT & STOKELY / MERCHANTS BANK 2ND STREET & 3RD AVENUE SW CARMEL, INDIANA P R O F E S S I O N A L E N G I N E ER I N D I A N A A A R O N C . H U R T P E 1 0 3 0 0 0 5 8 S T A T E O F - o N R E G I S T E R E D * HAND SIGNATURE ON FILE Z O N I N G D A T A : A D J A C E N T Z O N I N G C L A S S I F I C A T I O N S : S I T E D A T A : G E N E R A L L A Y O U T N O T E S : UTILITY NOTE: A D D I T I O N A L C I T Y O F C A R M E L N O T E S : A D J A C E N T L A N D U S E : FLOOD INFORMATION NOTE:NORTH JCB GLR DRAFT 1" = 20' SITE LAYOUT C 2 0 0 0 7 A P P R O V A L P E N D I N G N O T F O R C O N S T R U C T I O N B1aB1bA1dA1cB1cB1d C AT T C C Y Z M M M M Z ZL T I PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT L JLJ J G G G G G T F I A A A Y X MERCHANTS BUILDING G G CP SITE KEY NOTES: A B C D E F G H I J K L M N P Q R S T U V W X Y Z PROPOSED SITE LEGEND: ZONING DATA: ADJACENT ZONING CLASSIFICATIONS: SITE DATA:GENERAL LAYOUT NOTES:UTILITY NOTE: ADDITIONAL CITY OF CARMEL NOTES: ADJACENT LAND USE: FLOOD INFORMATION NOTE: NORTH BE B AC H DR A F T 1" = 2 0 ' SI T E L A Y O U T C201 08 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E 836.5 838 83 8 drain and hose bib? (28) (28) (5) (28) WATER D D B C E B1b B1d B1a LEASING B1aB1bA1dA1cB1c A4 B1d DATA (5) (23) (28) (29) 832'-0" 832'-0" 832'-0" RAMP UP RAMP DN RAMP UP 838'-0" 838'-0" RAMP DN RAMP UP 838'-0"RAMP DN 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" 838'-0"836'-0"834'-0"832'-0" A2bB1dB1cA1bA1aB1bB1aB1c TRASHB1e BICYCLE ROOM MAINTENANCE ELEC. SERVICE HVAC GA R A G E E X H A U S T RETAIL 12,236 GSF 832'-0" A S G MID-TOWN WEST 4 T H A V E N U E S W 2ND STREET SW 4 T H A V E N U E S W 4 T H A V E N U E S W M O N O N T R A I L MERCHANTS BUILDING F.F.E.=832.00 F.F.E.=832.00 F.F.E.=838.00 NORTH APPROVAL PENDING NOT FOR CONSTRUCTION NOTES: BE B GL R DR A F T 1" = 2 0 ' GR A D I N G P L A N C300 09 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E NOTES: LEGEND: LEASING B1aB1bA1dA1cB1cB1d M O N O N T R A I L F.F.E.=833.20 PARKING DECK (BELOW) F.F.E.=833.10 MERCHANTS BUILDING 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 16 3 - 9 7 4 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E NORTH C301APPROVAL PENDING NOT FOR CONSTRUCTION µ NOTES: BENCHMARKS: GENERAL GRADING NOTES: BE B AC H DR A F T 1" = 2 0 ' GR A D I N G P L A N 10 83 8 drain and hose bib? (28) (28) (5) (28) WATER D D B C E DATA (5) (23) (28) (29) 832'-0" 832'-0" 832'-0" RAMP UP RAMP DN RAMP UP 838'-0" 838'-0" RAMP DN RAMP UP 838'-0"RAMP DN 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" 838'-0"836'-0"834'-0"832'-0" TRASHB1e BICYCLE ROOM MAINTENANCE ELEC. SERVICE HVAC GA R A G E E X H A U S T RETAIL 12,236 GSF 832'-0" A MID-TOWN WEST F.F.E.=832.00 F.F.E.=832.00 F.F.E.=838.00 2ND STREET SW NORTH APPROVAL PENDING NOT FOR CONSTRUCTION BENCHMARKS: DRAINAGE & GRADING LEGEND: UTILITY NOTE: ST O R M W A T E R P L A N C400 11 NP J BE B DR A F T 1" = 2 0 ' ADDITIONAL CITY OF CARMEL NOTES: NOTES: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E DRAINAGE SUMMARY MERCHANTS BUILDING S G SG NORTH NP J BE B DR A F T 1" = 2 0 ' C401 12 BENCHMARKS: NOTES: DRAINAGE & GRADING LEGEND: UTILITY NOTE: ST O R M W A T E R D R A I N A G E P L A N APPROVAL PENDING NOT FOR CONSTRUCTION DRAINAGE SUMMARY ADDITIONAL CITY OF CARMEL NOTES:UTILITY NOTE: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 16 3 - 9 7 4 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E STR. 305 - STR. 310 PROFILESTR. 305 - STR. 307 PROFILESTR. 103 - STR. 107 PROFILE STR. 203 - STR. 305 PROFILE APPROVAL PENDING NOT FOR CONSTRUCTION NOTES: APPROVAL PENDING NOT FOR CONSTRUCTION ST O R M W A T E R P R O F I L E S C402 13 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E STR. 100 - STR. 102 PROFILE STR.200-STR.205 PROFILE STR.205-STR.208 PROFILE APPROVAL PENDING NOT FOR CONSTRUCTION NOTES: APPROVAL PENDING NOT FOR CONSTRUCTION ST O R M W A T E R P R O F I L E S C403 14 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E 836.5 838 83 8 drain and hose bib? (28) (28) (5) (28) WATER D D B C E B1b B1d B1a LEASING B1aB1bA1dA1cB1c A4 B1d DATA (5) (23) (28) (29) 832'-0" 832'-0" 832'-0" RAMP UP RAMP DN RAMP UP 838'-0" 838'-0" RAMP DN RAMP UP 838'-0"RAMP DN 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" 838'-0"836'-0"834'-0"832'-0" A2bB1dB1cA1bA1aB1bB1aB1c TRASHB1e BICYCLE ROOM MAINTENANCE ELEC. SERVICE HVAC GA R A G E E X H A U S T RETAIL 12,236 GSF 832'-0" A MERCHANTS BUILDING MID-TOWN WEST INDUSTRIAL DRIVE 4 T H A V E N U E S W 2ND STREET SW INDUSTRIAL DRIVE 4 T H A V E N U E S W INDUSTRIAL DRIVE 4 T H A V E N U E S W M O N O N T R A I L PROPOSED UTILITY LEGEND: NORTH GENERAL UTILITY NOTES: GAS TELEPHONE STORM SEWER WATER UTILITY CONTACTS: ADDITIONAL CITY OF CARMEL NOTES: WATER ELECTRIC SANITARY SEWER STREETS UT I L I T Y P L A N C500 15 JC B GL R DR A F T 1" = 3 0 ' UTILITY NOTE: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E APPROVAL PENDING NOT FOR CONSTRUCTION LEASING B1aB1bA1dA1cB1c A4 B1d 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" GA R A G E E X H A U S T MERCHANTS BUILDING SG PROPOSED UTILITY LEGEND:PROPOSED UTILITY LEGEND: NORTH C501 GENERAL UTILITY NOTES: GAS TELEPHONE STORM SEWER WATER UTILITY CONTACTS: ADDITIONAL CITY OF CARMEL NOTES: WATER ELECTRIC SANITARY SEWER STREETS 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 16 3 - 9 7 4 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E BE B AC H DR A F T 1" = 2 0 ' APPROVAL PENDING NOT FOR CONSTRUCTION UT I L I T Y P L A N UTILITY NOTE: 16 836.5 838 83 8 drain and hose bib? (28) (28) (5) (28) WATER D D B C E B1b B1d B1a LEASING B1aB1bA1dA1cB1c A4 B1d DATA (5) (23) (28) (29) 832'-0" 832'-0" 832'-0" RAMP UP RAMP DN RAMP UP 838'-0" 838'-0" RAMP DN RAMP UP 838'-0"RAMP DN 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" 838'-0"836'-0"834'-0"832'-0" A2bB1dB1cA1bA1aB1bB1aB1c TRASHB1e BICYCLE ROOM MAINTENANCE ELEC. SERVICE HVAC GA R A G E E X H A U S T RETAIL 12,236 GSF 832'-0" A MID-TOWN WEST F.F.E.=832.00 F.F.E.=832.00 F.F.E.=838.00 S G FN CS 6 FN SJ 5 FN CS 4 FN SJ 3 FN CS 7 FN CS 7 FN CS 11 FN SJ 8 FN SJ 10 FN SJ 2 FN SJ 10 FN MS 4 FN TM 8 FN TM 8 FN TM 8 FN TM 8 FN TM 8 FN TM 8 FN TM 4 FN TM 8 FN TM 8 FN TM 4 FN MS 13 FN MS 7 FN PH 10 FN MS 8 5 PH 10 FN MS 8 FN MS 6 FN PH 4 FN MS 10 ST AM 1 ST AM 1 ST CF 1 ST CF 1 FN PH 13 NORTH APPROVAL PENDING NOT FOR CONSTRUCTION UTILITY NOTE: LA N D S C A P E P L A N C700 17 PW AC H DR A F T 1" = 2 0 ' GENERAL LANDSCAPE NOTES: ADDITIONAL CITY OF CARMEL LANDSCAPE NOTES: DESCRIPTIONSYMBOL FN AG 1 PLANT QUANTITY PLANT TYPE REQ. LOCATION FOUNDATION PLANTINGFN PLANTING NOTE: STREET PLANTINGST FOUNDATION PLANTING SCHEDULE 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SG MERCHANTS BUILDING FN CS 2 FN SJ 7 FN CS 4 FN CS 4 FN SJ 8 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN CS 2 FN SJ 7 FN SJ 5 FN CS 4 FN MS 2 FN PH 6 FN MS 2 FN MS 2 FN MS 2 FN MS 2 FN MS 2 FN PH 3 FN PH 3 FN PH 6 FN PH 2 FN MS 2 FN PH 2 UTILITY NOTE: NORTH C701 18 LA N D S C A P E P L A N APPROVAL PENDING NOT FOR CONSTRUCTION GENERAL LANDSCAPE NOTES: ADDITIONAL CITY OF CARMEL LANDSCAPE NOTES: DESCRIPTIONSYMBOL FN AG 1 PLANT QUANTITY PLANT TYPE REQ. LOCATION FOUNDATION PLANTINGFN PLAN NOTE: FOUNDATION PLANTING SCHEDULE 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 16 3 - 9 7 4 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E PW AC H DR A F T 1" = 2 0 ' APPROVAL PENDING NOT FOR CONSTRUCTION LA N D S C A P E D E T A I L S C702 19 PW AC H DR A F T AS N O T E D DETAIL 703 - TREE STAKING DETAIL DETAIL 702 - ORNAMENTAL GRASS/ PERENNIAL AND GROUNDCOVER PLANTING DETAIL DETAIL 700- TREE PLANTING DETAIL DETAIL 701- SHRUB PLANTING DETAIL 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E JC T GL R NT S 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C800 20 JC T GL R NT S DETAIL 201 - TRAFFIC SIGNAGE/ HC SIGNAGE DETAIL 202 - BICYCLE HOOP DETAIL 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C801 21 JC T GL R NT S CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY ” CITY OF CARMEL CONCRETE CURB POLICY 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C802 22 JC T GL R NT S CROSS SECTION DETAIL 402 - CURB INLET TYPE "M" PLAN VIEW PLAN VIEW CROSS SECTION DETAIL 401 - PAVEMENT INLET TYPE "A" 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C803 23 JC T GL R NT S 18" MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST INLINE DRAIN: 27 _ _ AG _ _ X 3 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 3 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATES 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY 8 - DOME GRATES HAVE NO LOAD RATING REV B7003-110-030DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN PERFORATED INLINE DRAIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 4-14-06DATE EBCDRAWN BY 4-14-06 CJA THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 2 INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. B° C 2" MIN Ø .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 4 TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C804 24 GL R JC T 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C805 25 JC T GL R NT S NOT TO SCALE DETAIL 502 - CLEANOUT DETAIL MAXIMUM CLEANOUT SPACING TO BE NO MORE THAN 100 FEET. FLEXIBLE PIPE SLEEVE 4' MIN. SEE UTILITY PLAN FOR INVERTS FINISH FLOOR 3'- 0" MAX. 6"(TYP) CONCRETE COLLAR HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R-1974 OR EQUAL COMPACTED SOIL BACKFILL #8 COMPACTED STONE WYE 45° BEND 6" TO P S O I L NOTE: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C806 26 JC T GL R NT S 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C807 27 JC T GL R NT S 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C808 28 JC T GL R NT S 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C809 29 JC T GL R NT S 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C810 30 JC T GL R NT S AD D E N D U M # 1 09 / 3 0 / 1 6 1 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E SI T E D E T A I L S C811 31 INDUSTRIAL DRIVE 4 T H A V E N U E S W 2ND STREET SW INDUSTRIAL DRIVE 4 T H A V E N U E S W INDUSTRIAL DRIVE 4 T H A V E N U E S W M O N O N T R A I L 836.5 838 83 8 drain and hose bib? (28) (28) (5) (28) WATER D D B C E B1b B1d B1a LEASING B1aB1bA1dA1cB1c A4 B1d DATA (5) (23) (28) (29) 832'-0" 832'-0" 832'-0" RAMP UP RAMP DN RAMP UP 838'-0" 838'-0" RAMP DN RAMP UP 838'-0"RAMP DN 838'-0"836'-0"836'-0"834'-0"834'-0"832'-0" 838'-0"836'-0"834'-0"832'-0" A2bB1dB1cA1bA1aB1bB1aB1c TRASHB1e BICYCLE ROOM MAINTENANCE ELEC. SERVICE HVAC GA R A G E E X H A U S T RETAIL 12,236 GSF 832'-0" A S G MERCHANTS BUILDING MID-TOWN WEST PROPOSED LEGEND: 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E GENERAL NOTES: (6) SOILS MAP SOILS MAP LEGEND ST O R M W A T E R P O L L U T I O N & PR E V E N T I O N P L A N C900 32 JC B GL R DR A F T 1" = 3 0 ' APPROVAL PENDING NOT FOR CONSTRUCTION 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E APPROVAL PENDING NOT FOR CONSTRUCTION (13) MATERIAL HANDLING AND SPILL PREVENTION (5) POST CONSTRUCTION MAINTENANCE GUIDELINES(4) POST CONSTRUCTION STORMWATER QUALITY (3) STORMWATER QUALITY IMPLEMENTATION (1) POTENTIAL LANDUSE POLLUTANTS EROSION CONTROL MAINTENANCE REQUIREMENTS (2) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE (10) LOCATION OF PROPOSED SOIL STOCKPILES (12) EROSION CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS SWPPP FOR POST CONSTRUCTION- CITY OF CARMEL (7) POTENTIAL CONSTRUCTION POLLUTANTS (6) SOIL MAP (8) TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES C. CONCENTRATED FLOW SEDIMENT CONTROL B. SHEET FLOW SEDIMENT CONTROL A. CONSTRUCTION ENTRANCE INFORMATION (11-B) PERMANENT SURFACE STABILIZATION (11-A) TEMPORARY SURFACE STABILIZATION DESCRIPTION MEASURES: D. INLET PROTECTION LOCATIONS AND SPECS. E. RUNOFF CONTROL MEASURES F. OUTLET PROTECTION SPECIFICATIONS G. GRADE STABILIZATION MEASURES H. STORMWATER QUALITY DETAILS I. TEMPORARY SURFACE STABILIZATION J. PERMANENT SURFACE STABILIZATION (9) GENERAL CONSTRUCTION SEQUENCE (3) ESTIMATED PEAK DISCHARGE (2) RECEIVING WATERS (1) HYDROLOGIC UNIT CODE (5) LOCATION WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (4) LOCATION WHERE SPECIFIC POINTS OF STORMWATER DISCHARGE LEAVING THE SITE ST O R M W A T E R P O L L U T I O N & PR E V E N T I O N N O T E S C901 33 JC B GL R DR A F T NO N E 8 A B 34567 12 C D E F G H 8 34567 12 A B C D E F G H DE S C R I P T I O N DA T E NO RE V I S I O N R E C O R D 53 0 E . O h i o S t r e e t · S u i t e G - I n d i a n a p o l i s , I N 4 6 2 0 4 31 7 - 6 5 5 - 7 7 7 7 · 8 7 7 - 7 4 6 - 0 7 4 9 ww w . c e c i n c . c o m DA T E : DW G S C A L E : DR A W N B Y : CH E C K E D B Y : AP P R O V E D B Y : PR O J E C T N O : SHEET OF DRAWING NO.: 17 2 - 0 1 9 MA Y 2 6 , 2 0 1 7 34 DI L L O N C O N S T R U C T I O N G R O U P MI D T O W N W E S T BA R R E T T & S T O K E L Y / M E R C H A N T S B A N K 2N D S T R E E T & 3 R D A V E N U E S W CA R M E L , I N D I A N A P R O F E SSIONA L E N G I N E E R INDIA N A A A R O N C. H U R T PE10300058 STATE OF -oN R E G I S TER E D * H A N D S I G N A T U R E O N F I L E APPROVAL PENDING NOT FOR CONSTRUCTION PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS LEVEL AND SLOPING, OPEN AREAS TEMPORARY SEEDING PERMANENT SEEDING DETAIL 904 - SILT FENCE PLAN SECTION B-B NOT TO SCALE DETAIL 903- CONCRETE WASHOUT BMP NOT TO SCALE DETAIL 902- STRAW BALE SEDIMENT TRAP FOR CONCRETE WASHOUT DETAIL 901 - TEMPORARY CONSTRUSTION ENTRANCE (SITES 2 ACRES OR LARGER) INSTALLATION DETAIL DETAIL 905 - EROSION CONTROL INLET PROTECTION FOR CURB INLET AND CATCH BASINS DETAIL 906 - NON-PAVED AREA CATCH BASIN INLET PROTECTION DETAIL ST O R M W A T E R P O L L U T I O N & PR E V E N T I O N D E T A I L S C902 34 JC B GL R DR A F T AS N O T E D MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P T 1 Docket N u m b e r 1 7 0 4 0 0 1 3 D P / A D L S Midtown W e s t – M i x e d U s e / G a r a g e a n d Me r c h a n t s B a n k B u i l d i n g Site: 261 2 n d S t r e e t , S W c o r n e r o f Monon T r a i l a n d 2 n d S t r e e t S W Z o n e d C 2 Midtown C a p i t a l P a r t n e r s , L L C a n d M B I M i d t o w n W e s t , L L C May 2 6 , 2 0 1 7 S u b m i s s i o n June 8 t h , 1 0 : 0 0 A M H e a r i n g MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P T 2 Pr o j e c t D e s c r i p t i o n T w o P r i m a r y S t r u c t u r e s Merchants B a n k - O f f i c e a n d R e t a i l m i x e d u s e 114,3 7 2 G S F O f f i c e a n d R e t a i l Integrat e d 2 L e v e l p a r k i n g g a r a g e – 2 l e v e l s , 5 5 , 1 4 7 G S F , 1 3 6 s p a c e s F i r s t F l o o r R e t a i l 1 3 . 2 7 3 S F O f f i c e L e v e l s 2 - 5 Barret t a n d S t o k e l y M i d t o w n W e s t 2 1 0 A p a r t m e n t U n i t s 1 2 2 1 7 S F o f R e t a i l 37 5 s p a c e p a r k i n g g a r a g e Total Hou s i n g a n d R e t a i l 2 8 9 , 8 6 2 G S F Aver a g e u n i t s i z e o f 1 , 0 2 3 R S F M a i n S t r e e t Monon Trail A l l i e d B u i l d i n g Rangeline Road M i d t o w n W e s t 2 n d S t . S W 3rd A v e . S W M o n o n a n d M a i n S o p h i a S q u a r e 0Scale: 1" Equals 200'400'200'North M i d t o w n W e s t - L o c a t i o n M a p 4 t h S t r e e t a n d 3 r d A v e n u e S W C a r m e l , I n d i a n a M a y 2 5 , 2 0 1 7 836.5838838 d r a i n a n d h o s e b i b ? ( 2 8 ) ( 2 8 ) ( 5 ) ( 2 8 ) W A T E R DD B C E B 1 b B 1 d B 1 a L E A S I N G B 1 a B 1 b A 1 d A 1 c B 1 c A 4 B 1 d D A T A ( 5 ) ( 2 3 ) ( 2 8 ) ( 2 9 ) 8 3 2 ' - 0 " 8 3 2 ' - 0 " 8 3 2 ' - 0 " R A M P U P R A M P D N R A M P U P 8 3 8 ' - 0 " 8 3 8 ' - 0 " R A M P D N R A M P U P 8 3 8 ' - 0 " R A M P D N 8 3 8 ' - 0 " 8 3 6 ' - 0 " 8 3 6 ' - 0 " 8 3 4 ' - 0 " 8 3 4 ' - 0 " 8 3 2 ' - 0 " 8 3 8 ' - 0 " 8 3 6 ' - 0 " 8 3 4 ' - 0 " 8 3 2 ' - 0 " A 2 b B 1 d B 1 c A 1 b A 1 a B 1 b B 1 a B 1 c T R A S H B1e B I C Y C L E R O O M M A I N T E N A N C E E L E C . S E R V I C E H V A C GARAGE EXHAUST R E T A I L 1 2 , 2 3 6 G S F 8 3 2 ' - 0 " A 0 S c a l e : 1 " E q u a l s 1 0 0 ' 2 0 0 ' 1 0 0 ' N o r t h SITE PLAN EXHIBIT 4TH AVENUE SW 2 N D S T R E E T S W MONON TRAIL M I D - T O W N W E S T B A R R E T T & S T O K E L Y A P A R T M E N T S / M I X E D U S E M I D - T O W N W E S T M E R C H A N T S B A N K 4 T H S T R E E T ( B Y O T H E R S ) Mid-Town WestCarmel, IndianaMay 26, 2017 INDUSTRIAL D R 3rd AVENUE SW 2nd AVENUE SW 1st AVENUE SW R A M P : 4 . 4 4 4 % C I S T E R N 8 3 2 ' - 0 " 821'-4"RAMP UP(27)(27) MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : 1 / 3 2 " = 1 ' - 0 " B A S E M E N T F L O O R P L A N N A 0 PARKING COUNT:BASEMENT=541ST FLOOR=1722ND FLOOR=149TOTAL=375 8 3 2 ' - 0 " R E T A I L 1 2 , 2 1 7 G S F GARAGE EXHAUST H V A C S E R V I C E ELEC.MAINTENANCEBICYCLEROOMB1eTRASH B1cB 1 a B 1 b A1a A 1 b B 1 c B 1 d A 2 b 8 3 2 ' - 0 " 8 3 4 ' - 0 " 8 3 6 ' - 0 " 8 3 8 ' - 0 " 8 3 2 ' - 0 " 8 3 4 ' - 0 " 8 3 4 ' - 0 " 8 3 6 ' - 0 " 8 3 6 ' - 0 " 838'-0"RAMP D N 838'-0"RAMP U P RAMP D N 838'-0"838'-0" R A M P U P R A M P D N R A M P U P 8 3 2 ' - 0 " 8 3 2 ' - 0 " 8 3 2 ' - 0 " (29)(28)(23)(5)DATAB1dA4B1c A 1 c A 1 d B 1 b B 1 a L E A S I N G B1a B1dB1bCOMP8 YDS8 YDS8 YDS8 YDS8 YDS8 YDS8 YDSWATER(28)(5)(28)(26)drain and hose bib?838.00 8 3 3 . 3 1 8 3 4 . 1 0 834.62834.93836.08 8 3 2 . 5 7 8 3 2 . 6 3 8 3 1 . 9 9 8 3 1 . 6 6 8 3 1 . 5 9 8 3 1 . 6 9 8 3 2 8 3 4 8 3 6 8 3 8 838838838838838.00 8 3 6 . 0 0 8 3 6 . 0 0 8 3 4 . 0 0 8 3 4 . 0 0 8 3 2 . 0 0 834.50834.50 8 3 3 . 5 0 8 3 3 . 5 0 8 3 3 . 0 0 8 3 3 . 0 0 836.5836.5838838 835835 834.5 8 3 4 8 3 3 8 3 3 8 3 6 8 3 3 8 3 2 838836.5BIKES O F F I C E O F F I C E W O R K M A I L C O F F E E DDA BCE8 YDS8 YDS S C A L E : 1 / 3 2 " = 1 ' - 0 " F I R S T F L O O R P L A N MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 A 1 PARKING COUNT:BASEMENT=541ST FLOOR=1722ND FLOOR=149TOTAL=375 D N B1bB1cB1 a B 1 b A1a A 1 b B 1 c B 1 d B1d(C)(C)(C)(C)(C)(C)(C)(C)(C)A1e DDA BCEGARAGE EXHAUST B1eB1dA4B1c A 1 c A 1 d B 1 b B 1 a B1a A 2 b A 1 f A 2 a B1a A 1 c A 1 d A 1 b A 1 a A 2 a A 2 a A 1 f A 2 a A 3 A 3 B2B1dB1c A 1 c A 1 d B 1 b B 1 a A 2 b A 2 b S C A L E : 1 / 3 2 " = 1 ' - 0 " S E C O N D F L O O R P L A N N PARKING COUNT:BASEMENT=541ST FLOOR=1722ND FLOOR=149TOTAL=375 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P A 2 B1eB1dA4B1c A 1 c A 1 d B 1 b B 1 a B1a B1cB1dB1 a B 1 b A1a A 1 b B 1 c B 1 d A 2 b A 1 f A 2 a A1e B1a A 1 c A 1 d A 1 b A 1 a A 2 a A 2 a A 1 f A 2 a A 3 A 3 A1a A1b A1c A1d A1a A 1 e A 1 e A 1 b A1c A 1 e A 1 e A 1 d B1bDDABCE C 1 B3 B 3 C 1 B2 C 1 C 1 A 1 a A 1 b A 1 c A 1 d A 1 a A 1 b PO O L COUR T Y A R D C O U R T Y A R D STO.POOLEQUIPMENT S T O . S T O . S E R V I C E S E R V I C E S E R V I C E S E R V I C E A 2 b A 2 b S C A L E : 1 / 3 2 " = 1 ' - 0 " T H I R D F L O O R P L A N N MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P A 3 U P U P L 2 L 2 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 4 L 5 L 4 L 5 B 4 L2 L 2 DDA BCEB1dA4B1c A 1 c A 1 d B 1 b B 1 a A 2 b B1a A1e B1a A 1 c A 1 d A 1 b A 1 a A 2 a A 2 a A 1 f C 1 B3 B 3 A 1 a A 1 b A 1 c A 1 d A1a A1b A1c A1dA1c A 1 e A 1 e A 1 d + 2 ' + 2 ' A1c C 1 B2B2 B 4 A 2 b B 3 S C A L E : 1 / 3 2 " = 1 ' - 0 " F O U R T H F L O O R P L A N N MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P A 4 L 5 - U L 1 - U L2-U L 4 - U L 3 L 1 - U L 1 - U L 1 - U L 1 - U L 1 - U L 1 - U L 1 - U L 5 - U L 4 - U L 2 - U L 2 - U L 2 - U B1dB1c A 1 c A 1 d B 1 b B 1 a B1a A1e B1a A 1 c A 1 d A 1 b A 1 a A 2 a A 2 a A 1 f C 2 B3 B 3 C 2 A 1 a A 1 b A 1 c A 1 d A1a A1b A1c A1dA1c A 1 e A 1 e A 1 d ROOFDECK S E R V I C E S E R V I C E B 3 e c e c B2B2 A 2 b A 2 b DDA BCE L 3 S C A L E : 1 / 3 2 " = 1 ' - 0 " F I F T H F L O O R P L A N N MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P A 5 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N C O N S T R U C T I O N G R O U P S C A L E : 1 / 3 2 " = 1 ' - 0 " S O U T H E L E V A T I O N N E 1 B 2 B 1 B 1 B 3 H 1 H 2 H 1 H 2 H 1 H1B4H2 S 1 S 1 S 2 ** REFER TO M1 IN PACKET FOR MATERIALS LEGEND S1 IDS1SIGN TYPEDOUBLE-SIDED BLADESIGN, INTERNALLYILLUMINATED LOCATIONWALL-MOUNTED, (1)NORTHEAST CORNER FACINGNORTH/SOUTH, (1) SOUTHEASTCORNER FACING EAST/WEST,(1) SOUTHWEST CORNERPERPENDICULAR TO 3RDSTREET S I Z E 3 ' - 6 " x 2 1 ' - 4 " E A C H A R E A 7 5 S F E A C H S2WALL-MOUNTED LETTERSIGNSWALL-MOUNTED, (1) CENTEREDABOVE SOUTH GARAGEENTRANCE, (1) CENTEREDABOVE WEST GARAGEENTRANCE 1 2 " T A L L L E T T E R S N / A MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N C O N S T R U C T I O N G R O U P S C A L E : 1 / 3 2 " = 1 ' - 0 " W E S T E L E V A T I O N N E 2 B 4 H 1 H 2 S 2 B6 H 3 B5 H1B1** REFER TO M1 IN PACKET FOR MATERIALS LEGEND S 1 S 1 IDS1SIGN TYPEDOUBLE-SIDED BLADESIGN, INTERNALLYILLUMINATED LOCATIONWALL-MOUNTED, (1)NORTHEAST CORNER FACINGNORTH/SOUTH, (1) SOUTHEASTCORNER FACING EAST/WEST,(1) SOUTHWEST CORNERPERPENDICULAR TO 3RDSTREET S I Z E 3 ' - 6 " x 2 1 ' - 4 " E A C H A R E A 7 5 S F E A C H S2WALL-MOUNTED LETTERSIGNSWALL-MOUNTED, (1) CENTEREDABOVE SOUTH GARAGEENTRANCE, (1) CENTEREDABOVE WEST GARAGEENTRANCE 1 2 " T A L L L E T T E R S N / A MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N C O N S T R U C T I O N G R O U P S C A L E : 1 / 3 2 " = 1 ' - 0 " N O R T H E L E V A T I O N N E 3 B 5 B 1 H 1 B 5 H 3 H2H2H1B1B2S1** REFER TO M1 IN PACKET FOR MATERIALS LEGEND IDS1SIGN TYPEDOUBLE-SIDED BLADESIGN, INTERNALLYILLUMINATED LOCATIONWALL-MOUNTED, (1)NORTHEAST CORNER FACINGNORTH/SOUTH, (1) SOUTHEASTCORNER FACING EAST/WEST,(1) SOUTHWEST CORNERPERPENDICULAR TO 3RDSTREET S I Z E 3 ' - 6 " x 2 1 ' - 4 " E A C H A R E A 7 5 S F E A C H S2WALL-MOUNTED LETTERSIGNSWALL-MOUNTED, (1) CENTEREDABOVE SOUTH GARAGEENTRANCE, (1) CENTEREDABOVE WEST GARAGEENTRANCE 1 2 " T A L L L E T T E R S N / A MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N C O N S T R U C T I O N G R O U P S C A L E : 1 / 3 2 " = 1 ' - 0 " E A S T ( M O N O N ) E L E V A T I O N N E 4 B 1 B1 B 3 B 2 B 1 S 2 S1 H 1 H 2 H 2 H2 H 1 H 2 H 1 H 2 H1H2B2** REFER TO M1 IN PACKET FOR MATERIALS LEGEND IDS1SIGN TYPEDOUBLE-SIDED BLADESIGN, INTERNALLYILLUMINATED LOCATIONWALL-MOUNTED, (1)NORTHEAST CORNER FACINGNORTH/SOUTH, (1) SOUTHEASTCORNER FACING EAST/WEST,(1) SOUTHWEST CORNERPERPENDICULAR TO 3RDSTREET S I Z E 3 ' - 6 " x 2 1 ' - 4 " E A C H A R E A 7 5 S F E A C H S2WALL-MOUNTED LETTERSIGNSWALL-MOUNTED, (1) CENTEREDABOVE SOUTH GARAGEENTRANCE, (1) CENTEREDABOVE WEST GARAGEENTRANCE 1 2 " T A L L L E T T E R S N / A MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P M 1 B1 - CASCADE WHITEB2 - DARK R E D W / C B 3 - . 7 5 G R E Y S T O N E B 4 - S P E K T R A B L A C K W / C B5 - WALNUTB6 - WHITES T O N E H1 - MONTEREY TAUPEH2 - IRON G R E Y H 3 - T R A D I T I O N A L R E D MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . S O U T H E A S T R E N D E R I N G R 1 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . N O R T H E A S T R E N D E R I N G R 2 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . S O U T H R E N D E R I N G R 3 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : N . T . S . S O U T H R E N D E R I N G N R 4 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . S O U T H W E S T R E N D E R I N G R 5 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . S O U T H R E N D E R I N G R 6 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : N . T . S . S O U T H R E N D E R I N G N R 7 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 S C A L E : N . T . S . W E S T R E N D E R I N G R 8 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : N . T . S . N O R T H R E N D E R I N G N R 9 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : N . T . S . N O R T H R E N D E R I N G N R 1 0 MIDTOWN WEST DEVELOPMENT A D L S S U B M I T T A L P A C K A G E J O B # 1 7 1 0 4 0 5 . 2 6 . 2 0 1 7 D I L L O N CONSTRUCTION G R O U P S C A L E : N . T . S . N O R T H R E N D E R I N G N R 1 1 9 8 7 6 5 4 3 2 1 G2 G1 GBGAFEDCBA 52 C O V E R E D P A R K I N G S P A C E S 15 C O V E R E D P A R K I N G S P A C E S BIK E ST O R A G E ST O R A G E 83 3 . 2 0 831.90 OF1MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 3 0 ' - 0 " OF 1 1 OV E R A L L F I R S T F L O O R P L A N N 9 8 7 6 5 4 3 2 1 G2 G1 GBGAFEDCBA OP E N T O F I R S T FL O O R B E L O W OP E N T O F I R S T FL O O R B E L O W OP E N T O F I R S T FL O O R B E L O W 54 D E C K P A R K I N G S P A C E S 15 C O V E R E D P A R K I N G S P A C E S OF2MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 3 0 ' - 0 " OF 2 1 OV E R A L L I N T E R M E D I A T E G A R A G E L E V E L F L O O R P L A N N UP 9 8 7 6 5 4 3 2 1 GAFEDCBA SE E S H E E T S O F 1 A N D O F 2 F O R G A R A G E OF3MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 2 0 ' - 0 " OF 3 1 FI R S T F L O O R P L A N N 9 8 7 6 5 4 3 2 1 GAFEDCBA OF4MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 2 0 ' - 0 " OF 4 1 SE C O N D F L O O R P L A N N 9 8 7 6 5 4 3 2 1 GAFEDCBA 5 3 / 4 " OF5MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 2 0 ' - 0 " OF 5 1 TH I R D F L O O R P L A N N 9 8 7 6 5 4 3 2 1 GAFEDCBA OF6MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 2 0 ' - 0 " OF 6 1 FO U R T H F L O O R P L A N N 9 8 7 6 5 4 3 2 1 GAFEDCBA OF7MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA SC A L E : 1 " = 2 0 ' - 0 " OF 7 1 FI F T H F L O O R P L A N N OF11MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA LI G H T R O S E W I R E C U T B R I C K DARK ROSE WIRECUT BRICK OF12MERCHANTS BANKMAY 26, 2017ADLSSUBMITTALPACKAGE CARMEL, INDIANA CO N C E P T U A L R E N D E R I N G