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Home My WebLink AboutPacket for COM 07-09-201 2 3 4 5 6 1 2 3 4 5 6 D C B A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933t:765.677.0996f:765.677.0997COVER C100 N PLANS PREPARED FOR: 814 DEVELOPMENT 3221 W. BIG BEAVER RD., STE. 111 TROY, MICHIGAN 48084 PLANS PREPARED BY: CRANDALL ENGINEERING, INC. 236 EAST MAIN STREET GAS CITY, INDIANA 46933 LOCATION MAP (NOT TO SCALE) KINDERCARE LEARNING CENTER 10910 NORTH MICHIGAN ROAD CARMEL, IN 46032 DOCKET #:PZ-2020-00038 DP ADLS Know what's below. before you dig.Call R SITE DRAWING INDEX SHEET TITLE C100 COVER C101 EXISTING SITE LAYOUT C200 SITE PLAN C201 SITE DIAGRAM ON AERIAL PHOTOGRAPH C202 BUILDING SIGN & MONUMENT SIGN C300 GRADING PLAN C301 PAVING PLAN C302 DRAINAGE PLAN C400 UTILITY PLAN C500 LANDSCAPING PLAN C501 PLANTING DETAILS C600 (RESERVED) C700 DETAILS - CITY OF CARMEL C701 DETAILS - CITY OF CARMEL C702 DETAILS - HAMILTON COUNTY C703 DETAILS - KINDERCARE C704 DETAILS - CITY OF CARMEL, KINDERCARE C705 DETAILS C706 DETAILS - INDOT C800 SITE LIGHTING & PHOTOMETRIC PLAN C900 SWPP PLAN C901 SWPP NOTES C902 SWPP NOTES & DETAILS C903 SWPP DETAILS UTILITY & REGULATORY CONTACTS PLANNING AND ZONING CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES ONE CIVIC SQUARE CARMEL, INDIANA 46032 RACHEL KEESLING RKEESLING@CARMEL.IN.GOV TEL: (317) 571-2417 FAX: (317) 571-2426 STORMWATER DRAINAGE AND POLLUTION PREVENTION CITY OF CARMEL DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 JOHN THOMAS JTHOMAS@CARMEL.IN.GOV TEL: (317) 571-2314 FAX: (317) 571-2439 HAMILTON COUNTY HIGHWAY DEPARTMENT 1700 S 10TH STREET NOBLESVILLE, IN 46060 KATHY HOWARD KATHY.HOWARD@HAMILTONCOUNTY.IN.GOV TEL: (317) 773-0770 INDIANA DEPARTMENT OF TRANSPORTATION GREENFIELD DISTRICT 32 SOUTH BROADWAY GREENFIELD, IN 46140 TODD MAY EASTCENTRALIN@INDOT.IN.GOV TEL: (317) 462-7751 FAX: (317) 462-7031 CITY OF CARMEL FIRE DEPARTMENT FIRE STATION #42 DAVID HABOUSH CFDINFO@CARMEL.IN.GOV TEL: (317) 571-2600 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE, SUITE 188 NOBLESVILLE, IN 46060 TEL: (317) 776-8495 SANITARY SEWER TRICO REGIONAL SEWER UTILITY 10701 N COLLEGE AVE, SUITE A INDIANAPOLIS, IN 46280 TEL: (317) 844-9200 FAX: (317) 844-9203 WATER SERVICE CITIZENS ENERGY GROUP 2020 NORTH MERIDIAN ST. INDIANAPOLIS, IN 46202 GAS UTILITY SERVICE VECTREN ENERGY DELIVERY OF INDIANA, INC 16222 ALLISONVILLE ROAD NOBLESVILLE, IN 46060 GERAMI PENNYMAN, ACCOUNT MANAGER TEL: (317) 250-3403 ELECTRIC SERVICE DUKE ENERGY 2515 NORTH MORTON ST. FRANKLIN, IN 46131 JOSEPH NEUENSCHWANDER JOSEPH.NEUENSCHWANDER@DUKEENERGY.COM TEL: (317) 736-2014 TELEPHONE SERVICE AT&T 5858 NORTH COLLEGE AVE. INDIANAPOLIS, IN 46220 TEL: (317) 252-5004 SITE INFO ZONING DISTRICT B-3/US 421 OVERLAY ZONE SETBACKS EAST: 30 FT NORTH: 20 FT WEST: 20 FT SOUTH: 15 FT DISTURBANCE AREA 1.750 AC LEGAL DESCRIPTION: PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 6; THENCE SOUTH 00 DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 654.42 FEET TO THE SOUTHWEST CORNER OF 20170011576 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, SAID SOUTHWEST CORNER ALSO BEING THE POINT OF BEGINNING; THENCE NORTH 85 DEGREES 57 MINUTES 21 SECONDS EAST ALONG THE SOUTH LINE OF SAID INSTRUMENT, 342.74 FEET TO THE WEST RIGHT OF WAY LINE OF U.S. 421 AS RECORDED IN INSTRUMENT NUMBER 200000007274; THENCE SOUTH 11 DEGREES 46 MINUTES SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 153.65 FEET; THENCE SOUTH 13 DEGREES 12 MINUTES 49 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 233.15 FEET; THENCE SOUTH 20 DEGREES 32 MINUTES 51 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 306.58 FEET TO THE NORTH LINE OF INSTRUMENT NUMBER 2018042558; THENCE SOUTH 85 DEGREES 28 MINUTES 08 SECONDS WEST ALONG SAID NORTH LINE, 540.53 FEET TO THE WEST LINE OF SAID SECTION; THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE, 683.03 FEET TO THE POINT OF BEGINNING, CONTAINING 6.69 ACRES MORE OR LESS. 336 897.71 CLO 117902.17BCIC 118902.26BCIC 119902.34BCIC 120901.80BCIC 129 901.95 BCIC 130 902.44BCIC 131902.39 BCIC 139 902.74BCIC 115902.19COMS-BMH 123 901.65COMS-ORANGE-NT 124 901.78COMS-ORANGE-NT 125 901.81 COMS-ORANGE-NT 126901.78 COMS-ORANGE-NT 132 902.26 COMS-ORANGE-NT133 902.20 COMS-ORANGE-NT 134 901.80 COMS-ORANGE-NT 135 902.43 COMS-ORANGE-NT 237 902.59 COMS-ORANGE-NT 111902.50EC 112 902.40EC 114902.31EC 116902.53EC 122 902.05EC 127 901.90EC 137902.85EC 138 902.88EC 140 902.97 EC 141903.07EC 239 903.15EC 240 903.19EC 241903.19EC 121901.76EC-EC 128 901.89EC-EC 318 897.87EG 319 897.80 EG 320 897.55 EG 321897.97EG 322 897.83EG 323 897.31EG 136902.64INLETC 244 900.53SSFM 245 902.47SSFM 362 899.70WTR-VAULT 335 898.20WTR-WV-NTWTRW T R WTRWTRSTM WTRW T R WTRWTRWTRWT R WTRWTRSTMSTMSTMSTMSTMCOMCOMCOM COMSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSA N SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N SANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N SANSANSANSANSANSANSANSA N SANSANSANSAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSAN SAN SAN SANSANSANINDOT EASEMENTINST. #200500073534ARIA LAND JV, LLC INST. #2019008649 APPROXIMATE 15' ELECTRIC EASEMENT LOCATION - ACUTAL CENTERLINE LOCATION TO FOLLOW ELECTRIC LINES UPON INSTALLATION INST. #2019018084 TEMPO R A R Y A C C E S S E A S E M E N T INST. # 2 0 1 9 0 0 8 7 7 1 WEEDS WEEDSWEST LINE OF SW 14 OF S6-T17N-R3E - HAMILTON COUNTY LINEEAST LINE OF SE 14 OF S1-T17N-R2E - BOONE COUNTY LINE1.462 Acres ±30' M IN IMUM BU ILD ING SETBACK20' WATER L INE EASEMENT30' LANDSCAPE BUFFERYARD20' SANITARY SEWER EASEMENT684902.86EC 683902.85EC 682902.62BCIC 681902.52BCIC 680902.71EC679902.82EC 668902.06EC 902.55EC 493898.00EG 492898.05GRVL 491897.14GRVL 490897.46 EG489897.63 EG 488897.87EG 487897.66EG 486897.92EG 485898.19EG 484898.06EG 903902 9029029 0 2 901901900 900900900900899899 899899 899899 899899 899899 8998 9 8 8988 9 8 898 898 898 898 898898 898898897897897 89721'-1"15' SETBACK20' SETBACK30' SETBACK FIRE TRUCKR42'-0"R26'-0"FIRE TRUCK R42'-0"R26'-0"FIRE TRUCKR42' -0"R2 6 ' - 0 " FIRE TRUCKR42' -0"R2 6 ' - 0 " DUMPSTER TRUCK R32'-0"DUMPSTER TRUCK R32'-0"R20'-0"R20'-0"KIDERCARE LEARNING CENTER SINGLE STORY BUILDING 12,784± SF F.F. 902.00' SOUTH SUB-PARCEL (58110 SF OR 1.33 AC) NORTH SUB-PARCEL (49960 SF OR 1.15 AC) 20' SE T B A C K UTILITY ROOMR30'-0"R30'-0"R12'-0"R12'-0 " R3'-0"R5' - 0 " 237'-0"25'-0"25'-0"20'-0"9'-0"9'-0" 8'-0" 9'-0"25'-0"14'-0"108'-0"20'-0"9'-0"25'-0"20'-0"17'-412"20'-6" 30'-0"129'-512"5'-0"5'-0"5'-0"5'-0" 5'-0"6'-0"6'-0"6'-0" 6'-0" 9'-4"12'-0" 6'-0" 8'-0" 6'-0"6'-0" 6'-0"6'-0"6'-0"11'-1012"6'-0"168'-21 2"85'-10"7'-612"6'-0"146'-61 2"35'-7"175'-112"11 12 12 0' 5' 10' 15' 20' 25' 50'6'-6"ADA PARKING SIGNS (VAN ACCESSIBLE) MONUMENT SIGN HEIGHT 6'-0" 24" WIDE STOP BAR w/ STOP SIGN 6' TALL PERIMETER FENCING (TYPICAL): WROUGHT IRON MONTAGE PLUS ATF WELDED ORNAMENTAL STEEL MAJESTIC FENCE w/ CONCRETE FENCE CURB/ FOOTERS, SEE DETAILS IN 2/C704 3' VINYL SCREENING FENCE CONTRACTOR TO VERIFY HEIGHT OF THE FENCE ADEQUATELY SCREENS AC UNITS PANIC HARDWARE ON GATE w/ LOCK BOX ON ADJACENT WALL MAGLOCKS FOR ALL FENCE GATE (TYP.) SEE NOTE FOR FENCES OFFSET BRELLA OFFSET BRELLA OFFSET BRELLA (6) INVERTED U BIKE PARKING SPACES @ 30" CENTERS 12'-0"20' SETBACK85'-0"30' SETBACK ANDGREENBELT9'-0"26'-0"25'-0"6'-0" 16'-3" 10'-0"6'-0"4' TALL INTERIOR FENCING (TYPICAL): WROUGHT IRON MONTAGE PLUS ATF WELDED ORNAMENTAL STEEL MAJESTIC FENCE w/ CONCRETE FENCE CURB & FOOTERS, SEE DETAILS IN 2/C7045'-412"R3'-0 " 25'-0"3'-112"5'-6" 6'x6' TRANSFORMER PAD R12'- 0 " R12'- 0 " 25'-0" 10'-6" NO CURB 2 8 ' - 4 "24'-212"55'-11 2" 32'-5 1 2 " R3'-0" TURF GENERAL PLAY AREA (TYPICAL), SEE CUT SECTION IN 1/C703 TURF FALL PROTECTION PLAY AREA FOR TODDLER & PRE-K PLAY STRUCTURE, SEE CUT SECTION IN 1/C703 OFFSET BRELLA STRUCTURE, SEE DETAIL IN 2/C703 DUMPSTER ENCLOSURE & PAD, SEE DETAIL IN 1/C704 107'-0"9'-0"108'-0" 12 20'-0" SAN. EASEMENT 20'-0" WATER E A S E M E N T NO PLAN T I N G SUB-PARCEL LINE 20'-0" SAN. EASEMENT 10'-0" GAS EASEMENT 26'-0"10'-0" GAS EASEMENT NEW SIDEWALK CONNECT TO THE EXISTING SIDEWALK 28'-0" 56'-0" ROW DISTURBANCE LIMIT DISTURBANCE LIMI T DISTURBANCE LIMI T DISTURBANCE LIMITDISTURBANCE LIMIT DISTURBANCE LIMIT43'-0"32'-0"32'-0"36'-0"PANIC HARDWARE ON GATE w/ LOCK BOX ON ADJACENT WALL MAGLOCKS FOR ALL FENCE GATE (TYP.) SEE NOTE FOR FENCES 8'-9"26'-612"1 2 ' - 5 1 2"1'-1"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"12'-1012"FIRE TRUCKR2 8 ' - 0 "R28'-0"20'-0"70'-0"20'-0"120'-0" 25'-0" R 1 6 ' - 0 " R16'-0" 148'-6"29'-0"31'-6" 40'-71 2"17'-1112"166'-012"146'-6" 2'-0"2'-0"2'-6"TYP.40'-8" CURB TURNOUT DISCHARGE, SEE 3/C703 CURB TURNOUT DISCHARGE, SEE 3/C703 10'-0"37'-1"8'-0"8'-0"10'-0"28'-5" 54'-81 2"8'-0"58'-3" 11'-6"17'-4"15'-2"15'-8"5'-0" 26'-0" 1 2 3 4 5 6 1 2 3 4 5 6 D C B A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933t:765.677.0996f:765.677.0997SCALE(36x24): SITE PLAN C200 1 1" = 20' - 0" SITE PLAN C200 AUTOMOBILE PARKING DEMAND TABLE NO. OCCUPANT PARKING CODE SPACE REQ'D SPACE PROVIDED STUDENT - 115 1 SPACE/ 6 STUDENTS 19 STAFF - 15 1 SPACE/ STAFF 15 TOTAL 34 48 ADA REQ'D ADA PROVIDED 25 ~ 50 SPACES 2 (INCL. 1 VAN)2 (INCL. 2 VAN) N PLAY AREA CALCULATION No. of STUDENTS 115 AREA/ STUDENT 50 TOTAL REQ'D 5750 SF INFANT AREA 2775 SF TODDLER AREA 3083 SF PRE-K AREA 2918 SF TOTAL PROVIDED 8776 SF BIKE PARKING DEMAND TABLE NO. OCCUPANT PARKING CODE SPACE REQ'D SPACE PROVIDED STUDENT - 115 1 SPACE/ 20 STUDENTS 6 6 LOT COVERAGE TOTAL ACRES 1.33 COVERED ACRES 0.75 ALLOWABLE LOT COVERAGE 80% ACTUAL LOT COVERAGE 56% SITE SUMMARY TOTAL PARCEL SIZE 2.48 ACRES NORTH SUBPARCEL (FUTURE DEVELOPMENT)1.15 ACRES SOUTH SUBPARCEL (DEVELOPMENT)1.33 ACRES NUMBER OF PARKING SPACES 48 SPACES BUILDING SIZE 1 STORY, 12,784 SF BUILDING HEIGHT 26'-11 8" LOT COVERAGE 56% BIKE PARKING PROVIDED 6 SPACES 15' SETBACK20' SETBACK30' SETBACK KIDERCARE LEARNING CENTER SINGLE STORY BUILDING 6) F.F. 902.00' SOUTH SUB-PARCEL (58110 SF OR 1.33 AC) NORTH SUB-PARCEL (49960 SF OR 1.15 AC) 20' SE T B A C K 11 12 12 0' 5' 10' 15' 20' 25' 50' OFFSET BRELLA20' SETBACK30' SETBACK ANDGREENBELT12 20'-0" SAN. EASEMENT 20'-0" WATER E A S E M E N T NO PLAN T I N G SUB-PARCEL LINE 20'-0" SAN. EASEMENT 10'-0" GAS EASEMENT 10'-0" GAS EASEMENT DISTURBANCE LIMIT 901.5'901.5'900.0' 898.0' 897.0' 900.0' 901.0'901.5'898.0' DISTURBANCE LIM I T DISTURBANCE LIM I T DISTURBANCE LIMITDISTURBANCE LIMIT DISTURBANCE LIMIT901.0'900.5'900.5 '900.0'900.0' 900.0' 899.0' 899.0' 899.0' 898.0' 897.0'901.0'897.0'898.0'902.0' 902.0' 901.0' 900.0'; 899.0' 901.0' 900.0' 899.0' 901.0' 900.0'900.0'900.0' 90 0 . 0 ' 900.0' 899.0' 898.0' 899.0' 898.0' (5) BN(1) AL (1) PS (2) LS (1) LS (1) LS (1) LS (1) LT (1) LT INNOVATIVE LANDSCAPE DESIGN APPLICATION: CURVILINEAR FOUNDATION PLANTINGS PLANT IN 5 FOOT WIDE BED NO PLANTINGS ARE PERMITTED IN 20' WATER EASEMENT 20'-0" GREENBELT PLANTINGS GREENBELT PLANTINGS(11) KL (24) WFI PROVIDE MULCH BEDS AT ALL SHRUB LOCATIONS (6) BMS (3) KL (8) KL (3) BMS (8) WFI (18) WFI (3) BMS (3) WFI (3) BMS (3) WFI (8) BMS (1) LT (1) LT (1) LT (1) LT (3) KL (4) KL (3) KL (6) BMS (2) BMS (2) BMS (2) BMS (2) WFI (2) WFI (2) WFI (6) KL 10 FT WIDE WEST BUFFER YARD (1) PS (2) LS (2) BN (1) LS (1) LS (1) LS (1) BN (1) BN (7) BMS (2) KL (7) KL (6) KL (3) KL (2) BN (2) LT (2) LT (3) BN (4) BN 5' WIDE FOUNDAT I O N P L A N T I N G B E D 5' WIDE FOUNDATION PLANTING BED(19) KL TYP. IN REAR (20) WFI TYP. IN FRONT (10) KL TYP. IN REAR (8) WFI TYP. IN FRONT 1 2 3 4 5 6 1 2 3 4 5 6 D C B A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933SCALE(36x24): LANDSCAPING PLAN C500 1 1" = 20' - 0" LANDSCAPING PLAN C500 N TREE SCHEDULE KEY QTY NAME SIZE AT PLANTING DESCRIPTION Native AL 1 Amelanchier Laevis "Allegheny Serviceberry"112" Caliper Ornamental Tree Yes PS 2 Prunus Serrulata "Kwanzan Cherry"112" Caliper Ornamental Tree Yes LS 10 Liquidambar Styraciflua "Rotundiloba Sweetgum"212" Caliper Shade Tree Yes LT 10 Liriodendron Tulipifera "Tuliptree"212" Caliper Shade Tree Yes QR 0 Quercus Rubra "Red Oak"212" Caliper Shade Tree Yes BN 20 Betula Nigra "River Birch"212" Caliper Shade Tree Yes Innovative Landscape Design Application Percentage of Trees That are Native:100% REQUIRED GREENBELT PLANTINGS TYPE REQ'D /100LF LF OF GREENBELT QTY REQ'D SHADE 3 147 5 ORNAMENTAL 1 147 2 REQUIRED PARKING LOT PLANTINGS TYPE REQ'D/10 PARKING SPACES NUMBER OF SPACES QTY REQ'D SHADE TREE 1 47 5 SHRUBS 5 47 24 SYMBOL LEGEND DECIDUOUS SHADE TREE EVERGREEN TREE DECIDUOUS SHRUB EVERGREEN SHRUB ORNAMENTAL TREE TREE GENUS DIVERSITY; MAX ALLOWABLE 50% TOTAL TREES 43 GENUS QUANTITY PERCENTAGE AMELANCHIER 1 2% PRUNUS 2 5% LIQUIDAMBAR 10 23% LIRIODENDRON 10 23% QUERCUS 0 0% BETULA 20 47% TREE SPECIES DIVERSITY; MAX ALLOWABLE 50% TOTAL TREES 43 GENUS QUANTITY PERCENTAGE LAEVIS 1 2% SERRULATA 2 5% STYRACIFLUA 10 23% TULIPIFERA 10 23% RUBRA 0 0% NIGRA 20 47% SHRUB SCHEDULE KEY QTY NAME SIZE AT PLANTING DESCRIPTION WFI 90 Baptisia Leucantha "White False Indigo"18" Height Deciduous Shrub KL 85 Syringa Meyeri "Dwarf Korean Lilac"18" Height Deciduous Shrub BMS 42 Caryopteris x Clandonesis "Blue Mist Spirea"18" Height Deciduous Shrub NOTE: G.C. TO DESIGN AND INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM FOR LOT 1B REQUIRED WEST TYPE B BUFFER PLANTINGS TYPE REQ'D /100LF LF OF LOT LINE QTY REQ'D SHADE 5 175 9 ORNAMENTAL 1 175 2 SHRUBS 10 175 18 REQUIRED SOUTH TYPE A BUFFER PLANTINGS TYPE REQ'D /100LF LF OF LOT LINE QTY REQ'D SHADE 4 387 15 ORNAMENTAL 0 387 0 SHRUBS 10 387 39 FINISH FLOOR 0' -0" ASPHALT SHINGLES -M-2 PRE-FINISHED ALUMINUM TRIM -M-3 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1 SPLIT-FACE CMU -M-9 STONE SILL & COLUMN -M-5 STANDING SEAM METAL ROOF -M-8 23' - 6 1/8" 18' - 8 3/4" 6 AE2-001a EXT DOORS -M-12 EXT WINDOWS -M-10 SPANDREL GLASS (5) 25' - 10 7/8" HP 13' - 9 3/4"20' - 2 1/4" MP 4" 12" 4 1/4" 12" 30' - 0" FINISH FLOOR 0' -0" ASPHALT SHINGLES -M-2 PRE-FINISHED ALUMINUM TRIM -M-3 SIDING -M-4 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1 SPLIT-FACE CMU -M-9 STONE SILL 7 COLUMN -M-5 5 AE2-001a PROPOSED 100" X 24" SIGN -SIGN TO BE PERMITTED UNDER SEPARATE SUBMITTAL BY SIGN VENDOR STOREFRONT -M-11 EXT DOORS -M-12 EXT WINDOWS -M-10 7 AE2-001a 25' - 10 7/8" HP ENTRY LIGHTING -TYP 18' - 4" MP 29' - 1 1/8" HP 30' - 0" HP 10' - 10 1/4"20' - 1 1/4" MP 5 5/8" 12" 5 5/8" 12" SYMBOL ITEM MANUFACTURER MODEL COLOR / FINISH REMARKS M-1 M-2 M-3 M-4 M-5 M-6 M-8 M-9 BRICK ASPHALT SHINGLES BREAK METAL TRIM CEMENT BOARD SIDING SILLS & COLUMNS PRE-FIN ALUM GUTTER STANDING SEAM METAL ROOF SPLIT FACE CMU EXTERIOR ELEVATION MATERIALS BRAMPTON BRICK GAF ROOFING QUALITY EDGE JAMES HARDIE ESCHELON MASONRY PLY-GEM MASTIC McELROY METAL ESCHELON MASONRY CROSSROADS SERIES TIMBERLINE HD -LIFETIME SHINGLES TRULINE EMBOSSED TRIM COIL 5" HORIZONTAL LAP SIDING CORDOVA STONE 5" K-STYLE SEAMLESS GUTTER INSTALOC STANDING SEAM SYSTEM, STYLE -PLANK PROFILE MESASTONE JASPER WEATHERED WOOD 807 CLAY COBBLESTONE LIMESTONE, GROUNDFACE PEBBLESTONE CLAY COPPER PENNY METALLIC COUNTY GRAY NOTE: -TYPICAL DORMERS M-4 SIDING, PAINT TRIM SW9172 TO MATCH. -CUPOLA TO BE PAINTED CLAY & DESERT SAND, PAINT SW9117 TO MATCH M-3. IF BRICK IS NOT READILY AVAILABLE PROVIDE OPTIONS FOR OWNER TO APPROVE IF CMU IS NOT READILY AVAILABLE PROVIDE OPTIONS FOR OWNER TO APPROVE M-10 M-11 M-12 WINDOW FRAME STOREFRONT EXTERIOR DOORS JELD-WEN - SHERWIN WILLIAMS VARIES -REFER TO WINDOW TYPES - - DESERT SAND DARK BRONZE ALUMINUM PAINT, SW701 HG GRAY SCREEN SEMIGLOSS FINISH FLOOR 0' -0" ASPHALT SHINGLES -M-2 PRE-FINISHED ALUMINUM TRIM -M-3 SIDING -M-4 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1 SPLIT-FACE CMU -M-9 STONE SILL -M-510' - 10 1/4"24' - 2 3/8"EXT WINDOWS -M-10 EXT DOORS -M-12 SPANDREL GLASS (1)EXT WINDOWS -M-10 29' - 1 1/8" HP 20' - 2 1/4" MP 4" 12" 19' - 1 1/4" MP 25' - 0 3/8" MP FINISH FLOOR 0' -0" ASPHALT SHINGLES -M-2 PRE-FINISHED ALUMINUM TRIM -M-3 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1 SPLIT-FACE CMU -M-9 STONE SILL -M-5 23' - 6 1/8" 18' - 8 3/4"9' - 6"CONCEALED FLASHING 1/2" SOLID CELLULAR PVC SHEET ON SELF-ADHERED ROOFING UNDERLAYMENT ON 1/2" APA RATED SHEATHING ON HORIZONTAL 2X4 WOOD STUDS AT 16" ON CENTER ON 2X4 WOOD STUDS AT 16" ON CENTER ALUMINUM CLAD SILL W/ DRIP EDGE 1X4 TRIM BOARD PAINTED2' - 6"WINDOW -TYPE B ON ALL 4 SIDES 1X CORNER BOARD PAINTED ON 1/2" PACK OUT 1X10 TRIM BOARD PAINTED 1X4 TRIM BOARD PAINTED 1X6 FASCIA TRIM BOARD PAINTED PREFINISHED METAL STANDING SEAM ROOFING ON 30LB ROOFING FELT ON 1/2" APA RATED SHEATHING ON 2X6 WOOD ROOFING FRAMING AT 16" ON CENTER 9 1/2"2' - 6"9 1/2" 5" 12" 30' - 0" HP FINISH FLOOR 0' -0" SPLITFACED CMU NOTE:THREE FULL COURSES 2 5/8" ± (ONE BRICK) 2 5/8" ± (ONE BRICK) 2 5/8" ± (ONE BRICK) 1X4 TRIM BOARD ON 1X12 SUB BOARD WITH PRE- FIN ALUMINUM WRAP PRE-FIN ALUMINUM GUTTER FASCIA BOARD W/ PRE-FINISHED ALUMINUM WRAP CAST STONE SILL1' - 4"1' - 4"1' - 4"8" ± (SOLDIER COURSE) BEHIND TRIM 1' - 4"1' - 1 3/8"2 5/8" ± (ONE BRICK) 2 5/8" ± (ONE BRICK)3' - 0"8' - 6" SPANDREL PANEL BY SIGN VENDOR is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group Engineering Services (USA) Inc.NOT FOR CONSTRUCTIONCHECKED BY:DRAWN BY:SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 inCONSULTANTS As indicated E C:\Users\corrinne.greer\Documents\REVIT2018\122885_814KC CrmlIN_arch_v18_roofedit_corrinne.greer.rvtEXTERIOR ELEVATIONS 122885 M.STOCK 2020-02-19 AE2-001a KINDERCARE LEARNING CENTER L.SMIGLIANI CARMEL, IN C.GREER E.SHELINE SCALE:1/8" = 1'-0"AE1-100a EAST ELEVATION1 SCALE:1/8" = 1'-0"AE1-100a NORTH ELEVATION2 SCALE:1/8" = 1'-0"AE1-100a SOUTH ELEVATION3 SCALE:1/8" = 1'-0"AE1-100a WEST ELEVATION4 SCALE:1/2" = 1'-0"AE2-001a ELEVATION DETAIL - CUPOLA 5 SCALE:1/2" = 1'-0"AE2-001a ELEVATION DETAIL - QUION 6 No. DESCRIPTION DATE A SITE PLAN REVIEW 2019-11-08 B SITE PLAN REVIEW REV01 2020-02-21 C SITE PLAN REVIEW REV02 2020-03-18 D SITE PLAN REVIEW REV03 2020-05-05 E SITE PLAN REVIEW REV04 2020-06-25 SCALE:3/8" = 1'-0"AE2-001a ELEVATION DETAIL - SIGNAGE 7 SOFFIT LIGHTING (TYP) LOCATE ALL PLUMBING STACKS NEAR ROOF PLANE. VERIFY THAT NO VENTS ARE VISIBLE FROM THE STREET. PROVIDE PREFINISHED METAL DRIP EDGE AT ALL ROOF EAVES AND RAKES. PROVIDE PREFINISHED 5" METAL GUTTERS AND DOWNSPOUTS -COORDINATE DOWNSPOUT LOCATIONS WITH OWNER & CIVIL ENGINEER IN FIELD. PROVIDE SELF-ADHERED ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OR APPROVED EQUAL) AT ALL EAVES AND VALLEYS 36" PAST THE INTERIOR OF THE EXTERIOR WALL AND UP EACH VALLEY SIDE 18" MINIMUM. PROVIDE SELF-ADHERED ROOFING UNDERLAYEMNT (GRACE ICE & WATER SHIELD OR APPROVED EQUAL) AT ALL DORMERS, TYPICAL. SADDLE SHALL BE SINGLE PLY 60 MIL EPDM WITH PREFINISHED METAL EDGE FLASHING WITH DRIP EDGE. INSTALL IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATION. MINIMUM SLOPE TO BE 1/4" PER FOOT. PAINT ALL ROOF PENETRATIONS TO MATCH ROOF. ROOF PLAN NOTES Project North True North is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group Engineering Services (USA) Inc.NOT FOR CONSTRUCTIONCHECKED BY:DRAWN BY:SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 inCONSULTANTS As indicated D C:\Users\corrinne.greer\Documents\REVIT2018\122885_814KC CrmlIN_arch_v18_roofedit_corrinne.greer.rvtROOF PLAN 122885 M.STOCK 2020-02-19 AE1-300a KINDERCARE LEARNING CENTER L.SMIGLIANI CARMEL, IN C.GREER E.SHELINE SCALE:1/8" = 1'-0" ROOF PLAN1 No. DESCRIPTION DATE A SITE PLAN REVIEW 2019-11-08 B SITE PLAN REVIEW REV01 2020-02-21 C SITE PLAN REVIEW REV03 2020-05-05 D SITE PLAN REVIEW REV04 2020-06-25 VESTIBULE 100 DIRECTOR 101 RECEPTION 102 STAIR 103 CHILD TR 104 PRE-SCHOOL 105 SCHOOL AGE 106 CHILD TR 107 CHILD TR 108 STORAGE 109 FLEX/ MULTI-AGE 110 CHILD TR 111 CHILD TR 112 PRE-K 113 CHILD TR 114 CHILD TR 115 STORAGE 116 ADULT TR 117 GYMNASIUM 118 STORAGE 119 STORAGE 120DISCOVERY PRE-SCHOOL 121 CHILD TR 122 TODDLER ROOM 1 123 CHILD TR 124 TODDLER ROOM 2 125 CHILD TR 126 TODDLER ROOM 3 127 CHILD TR 128 UTILITY 129 INFANT 3 130 INFANT 2 131 INFANT 1 132 WARMING PANTRY 133 STAFF 134 LAUNDRY 135 STOR 136 CLOSET 138 CORRIDOR 139 HALL 137AE2-001a 1 AE2-001a 2 AE2-001a 3 AE2-001a 4 22' - 0"37' - 4"58' - 0"28' - 8"22' - 0" 56' - 8"54' - 6"56' - 10" LINE OF EQUIPMENT PLATFORM ABOVE 8' - 0"10' - 0"8' - 0"75' - 7"FDC ON BUILDING WALL EQUIPMENT PLATFORM 200 DN 30' - 5 3/8"18' - 8 1/2"WALLS AT FIRST FLOOR BELOW - TYPICAL WALL AT FIRST FLOOR BELOW - TYPICAL UNOCCUPIED ATTIC AREA UNOCCUPIED ATTIC AREA UNOCCUPIED ATTIC AREA UNOCCUPIED ATTIC AREA Project North True North is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group Engineering Services (USA) Inc.NOT FOR CONSTRUCTIONCHECKED BY:DRAWN BY:SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 inCONSULTANTS 1/8" = 1'-0" D C:\Users\corrinne.greer\Documents\REVIT2018\122885_814KC CrmlIN_arch_v18_roofedit_corrinne.greer.rvtFIRST FLOOR PLAN 122885 M.STOCK 2020-02-19 AE1-100a KINDERCARE LEARNING CENTER L.SMIGLIANI CARMEL, IN C.GREER E.SHELINE SCALE:1/8" = 1'-0"AE1-200 FIRST FLOOR PLAN1 SCALE:1/8" = 1'-0"AE1-200 EQUIPMENT PLATFORM2 No. DESCRIPTION DATE A SITE PLAN REVIEW 2019-11-08 B SITE PLAN REVIEW REV01 2020-02-21 C SITE PLAN REVIEW REV03 2020-05-05 D SITE PLAN REVIEW REV04 2020-06-25