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HomeMy WebLinkAboutSite Plan- Stamped ApprovedFUTURE DEVELOPMENT ONLY ON L Y 146th STREET (PUBLIC R/W) CO M M U N I T Y D R I V E (P U B L I C R / W ) EQUALITY BLVD (PUBLIC R/W) JA M E S D E A N D R I V E (P U B L I C R / W ) LA R S O N D R I V E (P U B L I C R / W ) EQUALITY BLVD (PUBLIC R/W) 146th STREET (PUBLIC R/W) CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC R/W) EQUALITY BLVD (PUBLIC R/W) JA M E S D E A N D R I V E (P U B L I C R / W ) LA R S O N D R I V E (P U B L I C R / W ) EQUALITY BLVD (PUBLIC R/W) © 2023 Microsoft Corporation © 2023 TomTom EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R NO SCALE PROJECT LOCATION W S N E BENCHMARK INFORMATION TBM #1 CUT "X" SET ON THE EAST BOLT OF A TRAFFIC SIGNAL POLE IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF COMMUNITY DRIVE AND EAST 146TH STREET ELEV.758.85' (NAVD 88) TBM #2 CUT "X" SET ON THE NORTH BONNET BOLT OF A FIRE HYDRANT AT THE STUB END OF JAMES DEAN DRIVE ELEV.754.02' (NAVD 88) SHEET INDEX SHEET NO.DESCRIPTION C001 TITLE SHEET 1-3 OF 3 ALTA/NSPS LAND TITLE SURVEY C100-C102 DEMOLITION PLAN C200-C205 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C206-C211 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C212-C214 SWPPP SPECIFICATIONS AND DETAILS C300-C305 SITE PLAN C306-C321 GRADING PLAN C322-C327 UTILITY PLAN C328-C333 EMERGENCY FLOOD ROUTING PLAN C400-C408 STREET PLAN AND PROFILE C409 ENTRANCE PLAN C410-C411 MAINTENANCE OF TRAFFIC PLAN C412-C417 SIGNAGE & SSD PLAN C418 EMERGENCY VEHICLE CIRCULATION PLAN C419-C426 STREET SPECIFICATIONS & DETAILS C500-C508 SANITARY SEWER PLAN AND PROFILE C509 SANITARY SEWER TABLES C510-C511 SANITARY DETAILS C600-C608 STORM SEWER PLAN AND PROFILE C609-C610 STORM SEWER TABLES C611-C613 STORM DETAILS C700-C703 WATER SPECIFICATIONS & DETAILS SITE MAP W S N E NO SCALE W S N E SITE LOCATION MAP NO SCALE W S N E LATITUDE: 40°00'59" N, LONGITUDE: 86°03'44" W 14220 LARSON DRIVE CARMEL, IN 46033 PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 CONTACT PERSON: RICK ELLIS EMAIL: ellisr@weihe.net PLANS PREPARED FOR ADVENIR OAKLEY DEVELOPMENT, LLC 17501 BISCAYNE BOULEVARD, SUITE 300 AVENTURA, FL 33160 TELEPHONE: (305) 450-8233 CONTACT PERSON: SCOTT WEATHERS EMAIL: SWEATHERS@ADVENIROAKLEYCAPITAL.COM CONTACT PERSON: GRAHAM BULLMORE EMAIL: GRAHAM@ADVENIROAKLEYCAPITAL.COM CONSTRUCTION PLANS LEO at Carmel SCALE: 1"=200' SOILS MAP C001 TI T L E S H E E T W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C0 0 1 - T i t l e S h e e t JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V GENERAL NOTES: 1)THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4)ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5)OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6)EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 7)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8)TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9)THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10)ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12)THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0231G AND #18057C0143G, DATED NOVEMBER 19, 2014. 13)BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14)THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; NOBLESVILLE, INDIANA, NATIONAL WETLANDS INVENTORY MAP. 15)ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CITY OF CARMEL DETAIL SHEETS. 16)UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE RESOLVED BY THE DEVELOPER AND THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 17)ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO PMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 18)DAMAGE TO THE EXISITNG RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 19)ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY 20)FIRE HYDRANTS SHALL BE FULLY FUNCTIONAL TESTED AND APPROVED PRIOR TO ANY COMBUSTIBLE MATERIALS ARRIVING ON THE CONSTRUCTION SITE. CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 ALEX JORDAN 317-571-2441 CARMEL CITY UTILITIES - SEWER 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, IN 46060 317-776-8495 SAM CLARK CITY OF CARMEL STREET DEPARTMENT 3400 W. 131ST STREET CARMEL, IN 46074 ERIC RUSSELL 317-733-1204 CARMEL UTILITIES - WATER 760 3RD AVENUE S.W. CARMEL, IN 46032 JOHN DUFFY 317-571-2443 CITY OF CARMEL PLANNING/ZONING DEPTARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 ALEXIA LOPEZ 317-571-2417 SPECTRUM 3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218 STEVE CREECH 317-429-6691 CITY OF CARMEL FIRE DEPARTMENT 10701 N. COLLEGE AVENUE INDIANAPOLIS, IN 46280 CHRIS ELLISON 317-571-2600 CITY OF CARMEL CONSULTING ENGINEER CROSSROAD ENGINEERS 3417 S. SHERMAN DR. BEECH GROVE, IN 46107 WILLIE HALL 317-780-1555 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, IN 46061 CHAD MILLER 317-776-5590 DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, IN 46074 JESSI HERRINGTON 317-896-6725 OPERATING AUTHORITIES LAND DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, BEING THAT 30.70 ACRE TRACT OF LAND SHOWN ON THE PLAT OF A BOUNDARY SURVEY OF SAID TRACT CERTIFIED BY JACOB T. HOFFMAN, P.S. - INDIANA #LS21100009 ON _________________ AS PART OF A SURVEY PERFORMED UNDER WEIHE ENGINEERS JOB NUMBER W220131 (ALL REFERENCES TO MONUMENTS AND COURSES HEREIN ARE AS SHOWN ON SAID PLAT OF SURVEY), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF COMMON AREA #2 IN THE RIDGE AT THE LEGACY SECTION 1 (AKA THE RESIDENTIAL PHASE ONE, SECTION ONE), AS RECORDED IN INSTRUMENT NUMBER 2013002737 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, MARKED BY A CONCRETE MONUMENT; THENCE PROCEED FOR THE FOLLOWING NINE (9) COURSES ALONG THE SOUTH RIGHT-OF-WAY OF 146TH STREET AS DESCRIBED IN INSTRUMENT NUMBERS 2001065741 AND 2008020741 IN SAID RECORDER'S OFFICE: (1) THENCE SOUTH 84 DEGREES 03 MINUTES 06 SECONDS EAST 15.14 FEET TO A 5/8 INCH DIAMETER REBAR WITH CAP STAMPED “WEIHE ENGR. 0012” (HEREAFTER REFERRED TO AS WEIHE REBAR); (2) THENCE NORTH 87 DEGREES 46 MINUTES 15 SECONDS EAST 158.45 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 89 DEGREES 42 MINUTES 42 SECONDS EAST 92.23 FEET TO A WEIHE REBAR; (4) THENCE SOUTH 89 DEGREES 23 MINUTES 00 SECONDS EAST 292.56 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 89 DEGREES 23 MINUTES 45 SECONDS EAST 413.19 FEET TO A WEIHE REBAR; (6) THENCE SOUTH 89 DEGREES 23 MINUTES 43 SECONDS EAST 149.00 FEET TO A WEIHE REBAR; (7) THENCE SOUTH 89 DEGREES 32 MINUTES 45 SECONDS EAST 325.45 FEET TO A WEIHE REBAR; (8) THENCE SOUTH 89 DEGREES 22 MINUTES 02 SECONDS EAST 12.90 FEET TO A WEIHE REBAR; (9) THENCE SOUTH 88 DEGREES 09 MINUTES 51 SECONDS EAST 328.47 FEET TO THE WEST RIGHT-OF-WAY OF COMMUNITY DRIVE AS DESCRIBED IN INSTRUMENT NUMBER 2008043636 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING SEVEN (7) COURSES ALONG SAID RIGHT-OF-WAY: (1) THENCE SOUTH 00 DEGREES 00 MINUTES 14 SECONDS EAST 224.10 FEET TO A WEIHE REBAR; (2) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 435.43 FEET, AN ARC LENGTH OF 34.61 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 02 DEGREES 07 MINUTES 37 SECONDS WEST AND A DISTANCE OF 34.60 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 04 DEGREES 21 MINUTES 13 SECONDS WEST 242.38 FEET TO A WEIHE REBAR; (4) THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 544.50 FEET, AN ARC LENGTH OF 41.41 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 02 DEGREES 10 MINUTES 29 SECONDS WEST AND A DISTANCE OF 41.40 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 00 DEGREES 00 MINUTES 14 SECONDS EAST 88.34 FEET TO A WEIHE REBAR; (6) THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 544.50 FEET, AN ARC LENGTH OF 29.30 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 01 DEGREES 32 MINUTES 44 SECONDS EAST AND A DISTANCE OF 29.30 FEET TO A WEIHE REBAR; (7) THENCE SOUTH 03 DEGREES 05 MINUTES 13 SECONDS EAST 135.88 FEET TO THE NORTH RIGHT-OF-WAY LINE OF EQUALITY BOULEVARD AS DESCRIBED IN INSTRUMENT NUMBER 2015002813 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING TWO (2) COURSES ALONG SAID RIGHT-OF-WAY: (1) THENCE SOUTH 86 DEGREES 54 MINUTES 36 SECONDS WEST 146.59 FEET TO A WEIHE REBAR; (2) THENCE SOUTH 89 DEGREES 59 MINUTES 46 SECONDS WEST 212.88 FEET TO THE SOUTHEAST CORNER OF COMMON AREA #7 IN THE WINDWARD AT LEGACY TOWNHOMES, THE PLAT OF WHICH IS RECORDED IN INSTRUMENT NUMBER 2021066606 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING EIGHT (8) COURSES ALONG THE NORTH AND EAST LINES OF SAID PLAT; (1) THENCE NORTH 00 DEGREES 00 MINUTES 37 SECONDS WEST 3.16 FEET TO A WEIHE REBAR; (2) THENCE ALONG A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 232.00 FEET, AN ARC LENGTH OF 43.95 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 84 DEGREES 33 MINUTES 51 SECONDS WEST AND A DISTANCE OF 43.89 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 79 DEGREES 08 MINUTES 11 SECONDS WEST 167.81 FEET TO A WEIHE REBAR; (4) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 768.00 FEET, AN ARC LENGTH OF 145.48 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 84 DEGREES 33 MINUTES 47 SECONDS WEST AND A DISTANCE OF 145.26 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 89 DEGREES 59 MINUTES 23 SECONDS WEST 140.35 FEET TO A WEIHE REBAR; (6) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, AND HAVING A LONG CHORD BEARING OF NORTH 45 DEGREES 00 MINUTES 37 SECONDS WEST AND A DISTANCE OF 21.21 FEET TO A WEIHE REBAR; (7) THENCE NORTH 00 DEGREES 00 MINUTES 37 SECONDS WEST 174.27 FEET TO A WEIHE REBAR; (8) THENCE SOUTH 89 DEGREES 59 MINUTES 23 SECONDS WEST 891.32 FEET TO THE EAST LINE OF COMMON AREA #8 IN THE RIDGE AT THE LEGACY SECTION 3 AS DESCRIBED IN INSTRUMENT NUMBER 2014054239 IN SAID RECORDER'S OFFICE, MARKED BY A REBAR WITH HWC ENG CAP; THENCE PROCEED FOR THE FOLLOWING THREE (3) COURSES ALONG SAID EASTERN LINES OF SAID PLAT; (1) THENCE NORTH 00 DEGREES 29 MINUTES 16 SECONDS WEST 83.68 FEET TO A CONCRETE MONUMENT; (2) THENCE NORTH 89 DEGREES 59 MINUTES 18 SECONDS WEST 14.15 FEET TO A CONCRETE MONUMENT; (3) THENCE NORTH 00 DEGREES 00 MINUTES 42 SECONDS EAST 594.81 FEET ALONG SAID WEST LINE AND ALONG THE WEST LINE OF THE RIDGE AT THE LEGACY SECTION 1 TO THE POINT OF BEGINNING, CONTAINING 30.7 ACRES OF LAND, MORE OR LESS. DOCKET NO. PZ-2023-00138 DP/ADLS ZONED PUD ORDINANCE Z-501-07, Z-679-22 DISTURBED ACREAGE = 31.0 ± AC. Minimum Standards and Setbacks Min. Front Yard Setback (ft) Min. Side yard Setback (ft) Min. Distance bewtween buildings Min. Rear Yard Setback (ft) Max. Building Height (ft) Minimum Square Footage (sf) Min. floor area per unit (sf) Max. Units per Building Detached Dwellings 8* 5**NA 10 8***35 1,000 NA NA Attached Dwellings 8* 5** 0****NA 10 8***60 NA 750 NA Apartment Buildings 0 0 10 0 60 NA 750 40 * Measured from covered porch or stoop to the sidewalk which runs parralel to a street, alley or parking area (space). ** A minimum of five (5) feet is permitted between the side of Dwelling and a sidewalk which runs parallel to a street, or parking area (space). *** Except adjacent to alleys where the minimum setback shall not apply. **** Zero (0) setback shall be permitted from an alley where a garage door abuts the alley. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH 10/24/2024 BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) SL A T E A V E N U E (P R I V A T E ) RETAINING WALL (HEIGHT VARIES) (8" WIDE)(TOP IS 3' ABOVE PATH) * * ******** BOUNDARY FENCE ** ******** * * * * * * * * Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) St a c k e d Du p l e x - 2 B R (R ) Co t t a g e - 2 B R Ma s o n r y Cottage - 2BR Co t t a g e - 2 B R Cottage with Garage - 2BR (R) Cottage with Garage - 2BR (R) Cottage with Garage - 2BR Masonry (R) Cottage with Garage Alt - 3BR (R) Cottage with Garage Alt - 3BR Cottage with Garage - 3BR Cottage with Garage Alt - 3BR Co t t a g e w i t h G a r a g e - 3 B R M a s o n r y Cottage with Garage Alt - 3BR Cottage with Garage - 3BR (R) Cottage with Garage - 2BR Cottage with Garage Alt - 3BR Masonry Co t t a g e w i t h Ga r a g e - 3 B R Co t t a g e w i t h G a r a g e - 2 B R M a s o n r y ( R ) Co t t a g e w i t h Ga r a g e A l t - 3 B R Co t t a g e w i t h Ga r a g e - 2 B R (R ) Co t t a g e w i t h Ga r a g e - 3 B R (R ) Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h G a r a g e Al t - 3 B R M a s o n r y (R ) Co t t a g e w i t h Ga r a g e - 2 B R (R ) Co t t a g e w i t h Ga r a g e - 3 B R Co t t a g e w i t h G a r a g e Al t - 3 B R M a s o n r y Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h Ga r a g e A l t - 3 B R (R ) Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h G a r a g e - 3 B R M a s o n r y ( R ) Co t t a g e w i t h Ga r a g e - 3 B R (R ) Co t t a g e w i t h G a r a g e Al t - 3 B R M a s o n r y Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h Ga r a g e - 3 B R (R ) Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h G a r a g e Al t - 3 B R M a s o n r y (R ) Co t t a g e w i t h Ga r a g e - 2 B R (R ) Co t t a g e w i t h Ga r a g e - 3 B R Co t t a g e w i t h Ga r a g e A l t - 3 B R (R ) Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h G a r a g e - 3 B R M a s o n r y ( R ) Co t t a g e w i t h Ga r a g e A l t - 3 B R Cottage with Garage - 3BR Co t t a g e w i t h G a r a g e Al t - 3 B R M a s o n r y Co t t a g e w i t h Ga r a g e - 2 B R (R ) Co t t a g e w i t h Ga r a g e - 2 B R (R ) Co t t a g e w i t h Ga r a g e - 3 B R Co t t a g e w i t h Ga r a g e A l t - 3 B R (R ) Co t t a g e w i t h G a r a g e Al t - 3 B R ( R ) Co t t a g e w i t h G a r a g e - 2 B R M a s o n r y ( R ) Co t t a g e w i t h Ga r a g e - 3 B R St a c k e d D u p l e x Al t - 2 B R Du p l e x A l t - 2 B R Cottage with Garage - 3BR Masonry (R) Cottage with Garage - 3BR Masonry BETHEL PLACE (PRIVATE) BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC) FUTURE DEVELOPMENT APPIAN COURT LA R S O N D R I V E (P U B L I C ) BETHEL PLACE (PRIVATE) ONLY ON L Y LEGEND * W G C300 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024 E E E E E E E E E 146th STREET (PUBLIC R/W) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) JA M E S D E A N DR I V E ( P U B L I C ) A U G U S T A D R I V E ( P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) PO L O S T R E E T (P R I V A T E ) 146TH STREET * * ** * * * * ** ** * ** ** * * BOUNDARY FENCE BOUNDARY FENCE ** ** * * ** ** Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) (R ) Ca r r i a g e - 2 B R o v e r Ga r a g e ( I n t . S t a i r ) Stacked Duplex - 2BR (R)St a c k e d D u p l e x - 2 B R M a s o n r y St a c k e d Du p l e x - 2 B R (R ) Co t t a g e - 2 B R Ma s o n r y Cottage - 2BR Co t t a g e - 2 B R Du p l e x - 2 B R Duplex - 2BR Co t t a g e - 2 B R Co t t a g e - 2 B R Ma s o n r y Co t t a g e - 2 B R Ma s o n r y Co t t a g e - 2 B R Duplex - 2BR Masonry (R) St a c k e d Du p l e x - 2 B R (R ) Stacked Duplex - 2BR Masonry Stacked Duplex - 2BR (R) Duplex - 2BR Masonry (R) St a c k e d Du p l e x - 2 B R (R ) St a c k e d Du p l e x - 2 B R (R ) Co t t a g e - 2 B R (R ) Stacked Duplex - 2BR Stacked Duplex - 2BR Masonry Duplex - 2BR (R) Duplex - 2BR (R) CLUBHOUSE FITNESS BLDG. POOL HOUSE CLUBHOUSE LEASING BLDG. Cottage with Garage - 2BR (R) Cottage with Garage Alt - 3BR Masonry Cottage with Garage - 3BR Masonry Cottage with Garage Alt - 3BR (R)Stacked Duplex Alt- 2BR Masonry (R) St a c k e d D u p l e x Al t - 2 B R Du p l e x A l t - 2 B R Du p l e x A l t - 2 B R M a s o n r y Duplex Alt- 2BR Masonry Duplex Alt- 2BR Duplex Alt- 2BR Masonry St a c k e d D u p l e x Al t - 2 B R Co t t a g e w i t h Ga r a g e A l t - 3 B R Co t t a g e w i t h Ga r a g e - 3 B R (R ) St a c k e d D u p l e x Al t - 2 B R Duplex Alt- 2BR C o t t a g e w i t h G a r a g e - 2 B R M a s o n r y ( R ) C o t t a g e w i t h G a r a g e - 2 B R C o t t a g e w i t h G a r a g e - 3 B R ( R ) Duplex Alt- 2 B R Stacked Duplex - 2BR Stacked Duplex Alt- 2BR Masonry (R) Stacked Duplex Alt- 2BR (R) POOL AREA 2,022 S.F. Stacked Duplex Alt- 2BR (R) Stacked Duplex 2BR TYPE C CURB POOLHOUSE CABANAS Stacked Duplex Alt- 2BR Masonry (R) ONLY ON L Y RAISED CROSSWALK RAISED CROSSWALK RAISED CROSSWALK ADA ACCESS FOR LEASING OFFICE ADA ACCESS FOR FITNESS BLDG SOUND BARRIER TO BE INCLUDED WITH PICKLE BALL COURT FENCE FENCED DOG PARK 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 5 U-RACKS TO ACCOMMODATE 10 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) * * ** * * * *** ** * ** * ********** *** * ** * * * ** HOPEWELL PARKWAY (PUBLIC) ** * ** * * * * * ** FUTURE DEVELOPMENT ** * * * ********** * * * * * * * * * * APPIAN COUR T LA R S O N D R I V E (P U B L I C ) ** BETHEL PLACE (PRIVATE) ONLY ON L Y LEGEND * W G C301 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024 CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC R/W) G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E 146th STREET (PUBLIC R/W) A U G U S T A D R I V E ( P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) CO M M U N I T Y D R I V E (P U B L I C R / W ) ** ** * * * HOPEWELL PARKWAY (PUBLIC) ** FUTURE DEVELOPMENT * * * APPIAN COURT Co t t a g e - 2 B R Co t t a g e - 2B R M a s o n r y St a c k e d D u p l e x - 2 B R M a s o n r y Stacked Duplex - 2BR Masonry (R)Duplex - 2BR Multifamily Building "11" St a c k e d D u p l e x Al t - 2 B R ( R ) Co t t a g e w i t h G a r a g e - 2 B R M a s o n r y Co t t a g e w i t h Ga r a g e - 2 B R Co t t a g e w i t h Ga r a g e - 3 B R (R ) St a c k e d D u p l e x Al t - 2 B R ( R ) C o t t a g e w i t h G a r a g e A l t - 3 B R C o t t a g e w i t h G a r a g e - 3 B R M a s o n r y C o t t a g e w i t h G a r a g e A l t - 3 B R M a s o n r y ( R ) Duplex Alt- 2BR Masonry Stacked Duplex Alt- 2BR Masonry (R) 4 U-RACKS TO ACCOMMODATE 8 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) RETAINING WALL (HEIGHT VARIES)(8" WIDE)(TOP IS 3' ABOVE PATH) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC) FUTURE DEVELOPMENT APPIAN COUR T LA R S O N D R I V E (P U B L I C ) BETHEL PLACE (PRIVATE) ONLY ON L Y LEGEND * W G C302 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024 WINDWA R D A T L E G A C Y T O W N H O M E S INST #20 2 1 0 6 6 6 0 6 LA R S O N D R I V E (P U B L I C R / W ) EEE E E EQUALITY BLVD (PUBLIC R/W) LA R S O N D R I V E (P U B L I C R / W ) West Basin 2 yr = 749.31 10 yr = 749.92 100 yr = 751.87 APOLLO STREET (PUBLIC) * * ******** ** * * * * LA R S O N D R I V E (P U B L I C ) Cottage - 2BRRowhouse - 3BR (R) Rowhouse - 3BR Masonry Rowhouse - 3BR Masonry Rowhouse - 3BR Twin Rowhouse - 3BR Twin Masonry Rowhouse - 3BR Twin Rowhouse - 3BR Twin Alt Rowhouse - 3BR Twin Alt Rowhouse - 3BR Twin Alt BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC) FUTURE DEVELOPMENT APPIAN COUR T LA R S O N D R I V E (P U B L I C ) BETHEL PLACE (PRIVATE) ONLY ON L Y LEGEND * W G C303 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024 JA M E S D E A N D R I V E (P U B L I C R / W ) EEEE GGGGG G G G G EQUALITY BLVD (PUBLIC R/W) East Basin 2 yr = 748.25 10 yr = 749.34 100 yr = 751.26 APOLLO STREET (PUBLIC) GALILEE ROAD (PRIVATE) * * ** * * Stacked Duplex - 2BR Masonry Cottage - 2BR Rowhouse - 3BR Masonry Carriage - 2BR over Garage (Int.Stair) (R) Duplex - 2BR Stacked Duplex - 2BR (R) Carriage - 2 B R o v e r Garage (In t . S t a i r ) Stacked Duplex - 2BR (R) Cottage - 2BR Rowhouse - 3BR Twin Carriage - 2BR over Garage (Int.Stair) Stacked Duplex - 2BR (R) Du p l e x - 2 B R Ma s o n r y ( R ) Carriage - 2 B R o v e r Garage (Int . S t a i r ) (R) Cottage - 2 B R Stacked Du p l e x - 2BR Mas o n r y (R) Rowhouse - 3BR Twin Alt Rowhouse - 3BR Twin Alt Masonry Duplex Alt- 2BR Rowhouse - 3BR Twin Alt Masonry Stacked Duplex Alt- 2BR Masonry (R)Stacked Duplex Alt- 2BR Masonry Du p l e x A l t - 2 B R Stacked Du p l e x Alt- 2BR M a s o n r y Cottage wi t h Garage - 3B R Duplex - 2BR Masonry (R) Duplex Alt- 2BR Stacked Duplex Alt- 2BR C o t t a g e w i t h G a r a g e - 2 B R M a s o n r y ( R ) C o t t a g e w i t h G a r a g e A l t - 3 B R M a s o n r y Maint. Du m p s t e r En c l o s u r e RAISED CROSSWALK TRASH DUMPSTER LOCATION MAINTENANCE BUILDING 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC) FUTURE DEVELOPMENT APPIAN COUR T LA R S O N D R I V E (P U B L I C ) BETHEL PLACE (PRIVATE) ONLY ON L Y LEGEND * W G C304 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024 PLAY SC H O O L A T L E G A C Y , I N C INST #20 1 4 0 2 2 4 9 4 2.0 ACRE S ± E G G G G G G G G G G G G G G G G G C O M M U N I T Y D R I V E ( P U B L I C R / W ) EQUALITY BLVD (PUBLIC R/W) ** * ** * * * 18.5' WALK PER PUD (STREET TYPE C) 18.5' WALK PER PUD (STREET TYPE C) Carriage - 2 B R o v e r Garage (In t . S t a i r ) Carriage - 2 B R o v e r Garage (In t . S t a i r ) (R) Carriage - 2 B R o v e r Garage (Int . S t a i r ) (R) Rowhouse - 3BR Masonry (R) Stacked Du p l e x - 2BR Mas o n r y Carriage - 2 B R o v e r Garage (Int . S t a i r ) Stacked Du p l e x - 2BR Mas o n r y Multifamily Building "13" Multifamily Building "12" Stacked Du p l e x Alt- 2BR M a s o n r y Cottage wi t h Garage - 3B R Cottage wi t h G a r a g e Alt - 3BR M a s o n r y (R) A l t - 3 B R M a s o n r y C o t t a g e w i t h G a r a g e - 3 B R ( R ) C o t t a g e w i t h G a r a g e A l t - 3 B R TYPE II CURB EXISTING CURB CUT AND PAVEMENT TO BE REMOVED AND NEW CURB INSTALLED ALONG WEST EDGE OF PAVEMENT 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES BETHEL PLACE (PRIVATE) APOLLO STREET (PUBLIC) HOPEWELL PARKWAY (PUBLIC) GALILEE ROAD (PRIVATE) LA R S O N D R I V E (P R I V A T E ) IN D I G O L A N E (P R I V A T E ) MO O N S T O N E DR I V E ( P R I V A T E ) JA M E S D E A N DR I V E (P U B L I C ) AU G U S T A DR I V E (P R I V A T E ) AU G U S T A DR I V E (P R I V A T E ) AUGUSTA DRIVE (PRIVATE) SL A T E AV E N U E (P R I V A T E ) PO L O ST R E E T (P R I V A T E ) 146TH STREET CO M M U N I T Y D R I V E (P U B L I C R / W ) HOPEWELL PARKWAY (PUBLIC) FUTURE DEVELOPMENT APPIAN COUR T LA R S O N D R I V E (P U B L I C ) BETHEL PLACE (PRIVATE) ONLY ON L Y RAISED CROSSWALK RAISED CROSSWALK RAISED CROSSWALK ADA ACCESS FOR LEASING OFFICE ADA ACCESS FOR FITNESS BLDG TRASH DUMPSTER LOCATION MAINTENANCE BUILDING EXISTING CURB CUT AND PAVEMENT TOBE REMOVED AND NEW CURB INSTALLED ALONG WEST EDGE OF PAVEMENT SOUND BARRIER TO BEINCLUDED WITH PICKLE BALL COURT FENCE FENCED DOG PARK 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 4 U-RACKS TO ACCOMMODATE 8 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 5 U-RACKS TO ACCOMMODATE 10 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TOACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES 2 U-RACKS TO ACCOMMODATE 4 BICYCLES LEGEND * W G C305 SI T E P L A N W220131 LE O a t C a r m e l 14 2 2 0 L A R S O N D R I V E , CA R M E L , I N 4 6 0 3 3 C3 0 6 - S P JR V W2 2 0 1 3 1 01 / 1 7 / 2 0 2 4 RM E JR V EN G I N E E R S 31 7 | 8 4 6 - 6 6 1 1 80 0 | 4 5 2 - 6 4 0 8 31 7 | 8 4 3 - 0 5 4 6 fa x W E I H E La n d S u r v e y i n g | C i v i l E n g i n e e r i n g La n d s c a p e A r c h i t e c t u r e AL L A N H . W E I H E , P . E . , L . S . - F O U N D E R 10 5 0 5 N . C o l l e g e A v e n u e In d i a n a p o l i s , I n d i a n a 4 6 2 8 0 we i h e . n e t AP 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 Know what's below. before you dig.Call R W S N E KEY MAP (1"=500') SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF CURB OR OUTERLIMITS OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15.RESURFACE OR RECONSTRUCT TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. Zoning Classification Legacy PUD Units 350 Vehicular Parking Total 662 Garage Parking 132 Driveway Parking 66 Street Parking 464 Bicycle Parking 58 Bufferyard Requirements 15' Lot Coverage 65% Design Speed 25 MPH BUILDING LIMITS ROOF OVERHANG LIMITS STEPS PORCH PATIO FENCE TYPICAL BUILDING PARKING LOT PAVEMENT SECTION (SEE DETAIL SHEET C422) 10/24/2024