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PROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 5/18/2022 2204001 LAKEFRONT COURT CARMEL, INDIANA 46032 HAMILTON COUNTY NW 1 4, S36, T18N, R3E SHEET NAME SHEET NO.PRELI MINA R Y NOT F OR CONST RU CTI ON ©2022 FRITZ ENGINEERING SERVICES, LLCN PLANS PREPARED FOR: DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 Contact Person: DAVID RAUSCH (317) 873-4970 DAVID@DAVIDRAUSCH.COM CONSTRUCTION PLANS FOR: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK LAKEFRONT COURT CITY OF CARMEL, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA NW 1 4, SECTION 36, TOWNSHIP 18N, RANGE 3E SITE VICINITY & ZONING MAP FLOOD ZONE: THE PROJECT SITE IS LOCATED WITHIN THE FEMA COMMUNITY PANEL MAP #18057C0209G DATED NOVEMBER 19, 2014. REVIEW OF THE MAP INDICATES THE SITE IS LOCATED WITHIN THE FLOOD DESIGNATIONS 'ZONE X' (UNSHADED). THE PROPOSED BUILDINGS AND IMPROVEMENTS ARE LOCATED IN ZONE X UNSHADED AND ARE THEREFORE NOT SUBJECT TO FLOOD CONTROL ORDINANCE REQUIREMENTS. NOT TO SCALE SITE LOCATION M3 SITE DATA: TOTAL SITE ACREAGE - 0.96 AC TOTAL ACREAGE OF DISTURBANCE - 0.86 AC GROSS SQUARE FOOTAGE OF PROPOSED BUILDING - 8,000 PROPOSED CONSTRUCTION START - JULY 1, 2022 PROPOSED CONSTRUCTION END - JULY 1, 2023 WORK TO BE COMPLETED IN ONE CONTINUOUS CONSTRUCTION PHASE SETBACKS: REQUIRED PROVIDED FRONT YARD 20 FT (CARMEL DR)22.8 FT 20 FT (LAKEFRONT CT,E)22.6 FT 20 FT (LAKEFRONT CT,S)75 FT ± SIDE YARD 20 FT 66.5 FT (WEST) REAR YARD 20 FT N/A (NO REAR YARD) N C100 COVER SHEET 1.REV PER TAC COMMENTS 7/7/2022 AF AF AF KG GENERAL NOTES: 1. THE CONSTRUCTION PLANS SHALL GOVERN OVER ANY OTHER FORM OF MEDIA, WHICH INCLUDES DIGITAL FILES OF THIS PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, STATE & FEDERAL AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINATE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. ONCE ALL UTILITIES HAVE BEEN LOCATED, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS. 4. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS FOR THE GOVERNING MUNICIPALITY REQUIREMENTS. 6. MAINTENANCE OF TRAFFIC NEEDED FOR THIS PROJECT SHALL BE INSTALLED AND MAINTAINED PER INDOT SPECIFICATIONS AND THE INDIANA MUTCD MANUAL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 8. ALL QUANTITIES GIVEN ON THESE CONSTRUCTION PLANS OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. SITE LOCATION SURVEY CONTROL & BENCHMARK DATA: STATE PLANE INDIANA EAST, US FOOT, NAD83, CORS96 SITE BENCHMARK: TBM #1, PT 702, MAGNAIL SET IN SIDEWALK NEAR SW CORNER OF SITE N: 1718211.48 , E:194433.70 ELEV = 841.99 (NAVD 88) 4'± SOUTH OF SOUTH PROPERTY LINE & 13'± EAST OF WEST PROPERTY LINE. ORIGINATING BENCHMARK FROM SURVEY: NORTH CORNER OF THE SW 1 4 OF SECTION 36, TWP 18N, RANGE 3E, DATED 07-11-2007, #5 REBAR AT TOP OF BANK SHOWN ON SECTION CORNER NUMBER 18033617 N: 1717824.498, E: 195125.875, ELEV=833.683 SURVEY DATA PROVIDED BY AXIS SURVEYING, JOB #1-24329 PLAN SHEET INDEX SHEET NUMBER SHEET TITLE C100 COVER SHEET C101 GENERAL INFORMATION PLAN C102 EXISTING CONDITIONS AND DEMO PLAN C102A SURVEY (BY OTHERS) C201 SITE LAYOUT PLAN C301 GRADING PLAN C302 DRAINAGE PLAN C401 SITE UTILITY PLAN C402 STORM PLAN & PROFILE C501 INITIAL CONTROLS SWPPP C502 MASS GRADING & CONSTRUCTION SWPPP C503 POST CONSTRUCTION SWPPP C504 EROSION CONTROL DETAILS C505 SWPP SPECIFICATIONS C801 GENERAL DETAILS C802 CARMEL CURB & PAVEMENT DETAILS C803 ADA RAMP DETAILS C804 TRICO SANITARY DETAILS C805 WATER & STORM DETAILS C806 WATER QUALITY DETAILS C901 GENERAL SPECIFICATIONS C902 CARMEL CURB & PAVING POLICY L101 LANDSCAPE PLAN & PLANTING DETAILS OPERATING AUTHORITIES: COUNTY LOCATION MAP M3 M3 M3 M3 TBM #2, PT 704, MAGNAIL SET TO SOUTHEAST OF SITE N: 1718176.21 , E:194683.12 ELEV = 838.25 (NAVD 88) 10'± SOUTH OF SOUTH PROPERTY LINE & 46'± EAST OF EAST PROPERTY LINE. CITY OF CARMEL CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, TO BE USED AS SUPPLEMENTAL INFORMATION WITH THESE PLANS. CARMEL ENGINEERING DEPARTMENT NOTE: 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. EXISTING RIGHT OF WAY NOTE: DAMAGE TO THE EXISTING 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. CARMEL PETITION REFERENCE: DOCKET NO. PZ-2022-00090 DP ADLS DOCKET NO. STORMWATER PERMIT: CARMEL UTILITIES 30 West Main Street Carmel, IN 46032 (317) 571-2442 (Customer Service) CITIZEN'S ENERGY GROUP 2150 Dr. Martin Luther King Jr. Street indianapolis, IN 46202 (317) 263-6418 CARMEL DEPARTMENT OF COMMUNITY SERVICES 1 Civic Square Carmel, IN 46032 (317) 571-2417 DUKE ENERGY 100 South Mill Creek Road Noblesville, Indiana 46060 (317) 776-5365 VECTREN 16000 Allisonville Road Noblesville, Indiana 46061 (317) 776-5532 CARMEL DEPARTMENT OF ENGINEERING 1 Civic Square Carmel, IN 46032 (317) 571-2411 COMCAST 5330 E. 65th Street Indianapolis, IN 46220 (317) 774-3384 TRICO REGIONAL WASTE 10701 N College Ave, Suite A Indianapolis, IN 46280 "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. PRINTED BY: Ashton FritzDATE: 7/8/2022 3:06 PMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2204001 - LAKEFRONT COURT 2\02 CIVIL\PLANS\C100.DWG, LAYOUT: COVER SHEET10/24/22 LAKEFRONT COURT LAKEFRONT COURTCARM E L D R I V E //////////////////////////// // /////// / // / ///// // / // ////////////// /// / // /// // / ///// // / // /// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// DUMPSTER ENCLOSURE PROPOSED MEDICAL OFFICE BUILDING 1-STORY 8,100 SF 48.3'8.4'6.4' 63'46.4'71 .8' 61.3' 3.8'21'58.7'20' BMP ESMT 20' BMP ESMT10'5.1'1 8.6' GENERATOR 38.7'18'25'18'5'5'7 SPACES @ 9' = 63'6 SPACES @ 9' = 54'5 SPACES @ 9' = 45' 11 SPACES @ 9' = 99' 10.96'R3'R15'R 3 5'R10' R3 'R 5'10' 25'18' 5' 8.29'14.87'4.96' 5'5' 13.33'5'66.29'9.03'1 2 . 7 7' 8' 8'8'85.88'A1 A A A B B C D D D E E F2 F1 F1 F1 F1 F1 G H I K K L L L L L L L L L L L L M N N P 6.4'6'T T G1 VANVAN G1 T WARP CONCRETE TO TOP OF CURB, FLUSH O TAPER CURB TO EX. ROLL CURB, PATCH ASPHALT PER CARMEL ENGINEERING STANDARDS E E REPLACE EX. SIDEWALK PER CARMEL ENG. STANDARDS. E REPLACE EX. SIDEWALK PER CARMEL ENG. STANDARDS. CONSTRUCTION LIMITS CONSTRUCTION LIMITS25.63'22.73'E K 5'15.88' R R R R 5' U E 4 5 . 9 6 '10.95'5' 22.19'9'25'5' G 6.5'5' 7'5' 6' J CROSSWALK PERPENDICULAR 9.9'G PROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 5/18/2022 2204001 LAKEFRONT COURT CARMEL, INDIANA 46032 HAMILTON COUNTY NW 1 4, S36, T18N, R3E SHEET NAME SHEET NO.©2022 FRITZ ENGINEERING SERVICES, LLCC201 SITE LAYOUT PLAN 1.REV PER TAC COMMENTS 7/7/2022 ISSUED FOR FOUNDATION RELEASE 8/12/2022 ISSUED FOR CONSTRUCTION 9/2/2022 2.ADD CROSSWALK/RAMP 9/19/2022 3.REV CROSSWALK/RAMP 10/17/2022 AF AF AF AF AF AF AF KG 00 20' 40' SCALE: 1" = 20' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: A1 RIGHT OF WAY PAVEMENT (PER CARMEL DETAIL 10-22) A LIGHT DUTY ASPHALT PAVEMENT B HEAVY DUTY ASPHALT PAVEMENT C CONCRETE PAVEMENT, TYPE 2 D COMBINED CONCRETE CURB & WALK E CONCRETE WALK E1 CONCRETE WALK-RAMP (WITH ADA COMPLIANT HANDRAIL BOTH SIDES) F1 6" CONCRETE CURB F2 VALLEY CURB & GUTTER F3 CHAIRBACK CURB & GUTTER F4 6" CONCRETE CURB WITH CONCRETE ISLAND G ADA RAMP (PER INDOT DETAIL) G1 ADA PARKING SIGN (PER DETAIL, VAN PLAQUE WHERE NOTED) H 4" WHITE PAVEMENT STRIPING, TYP. I ADA BLUE PAVEMENT STRIPING, TYP. J PAVEMENT MARKING (AS SHOWN) K MATCH EXISTING PAVEMENT, CURB, OR WALK L LANDSCAPE AREA M DUMPSTER ENCLOSURE (REF. ARCH. PLAN) N EXISTING SIDEWALK/PAVEMENT TO REMAIN O SIDEWALK TRANSITION AT DRIVE (PER INDOT DETAIL) P BICYCLE PARKING (U-SHAPED, BLACK THERMOPLASTIC POWDER COATED) Q FLUSH CURB / CURB TAPER R SITE LIGHT POLE (REF. SITE LIGHTING PLAN) T CONCRETE WHEEL BLOCK U DECORATIVE LANDSCAPE PLANTERS (COORDINATE TYPE/SIZE WITH OWNER) V W NOTES: XX SITE DEVELOPMENT SUMMARY TABLE ZONING CLASSIFICATION CITY OF CARMEL, M-3 PARCEL SIZE 0.96 Ac. ± (LOT 2) REQUIRED PROVIDED MIN. STREET FRONTAGE 100' FOR NON-RESIDENTIAL USE >150' MIN. LOT WIDTH N/A - - - MIN. LOT AREA 20,000 SF FOR NON-RESIDENTIAL USE 41,800 SF ± MAX. BLDG HEIGHT 50'35' MAX. MAX. LOT COVERAGE 80%58% BUILDING SETBACKS FRONT 20' PRINCIPAL BLDG 25' ACCESSORY STRUCTURES 22.1' (E) LAKEFRONT CT 22.7' (N) CARMEL DR 85.8' (S) LAKEFRONT CT SIDE 20' PRINCIPAL BLDG (NOT ABUTTING RESIDENTIAL) 5' ACCESSORY STRUCTURES N/A REAR 20' PRINCIPAL BLDG (NOT ABUTTING RESIDENTIAL) 5' ACCESSORY STRUCTURES 66.3' (W) PARKING SETBACKS FRONT 15' WHERE FRONT DOOR IS > 85' FROM R/W 13' EAST SIDE 15' WHERE FRONT DOOR IS > 85' FROM R/W 9' SOUTH REAR 25' WHERE FRONT DOOR IS > 85' FROM R/W 10' WEST BUFFERYARDS / GREENBELTS FRONT 15', CARMEL DRIVE 22.1' SIDE 5', LOCAL STREET 15.8' REAR 10', WEST BOUNDARY 10' PARKING REQUIRED, SF 1 PS PER 250 SF - OFFICE GENERAL 1 PS / 300 SF - PROFESSIONAL OFFICE PARKING REQUIRED OFFICE GENERAL 8,100 SF / 250 = 32 TOTAL REQUIRED SPACES PROFESSIONAL OFFICE 8,100 SF / 300 = 27 TOTAL REQUIRED SPACES 29 STANDARD + 3 ADA SPACES 32 TOTAL SPACES BICYCLE PARKING REQUIRED OFFICE - 1 BICYCLE SPACE PER 10,000 SF, MINIMUM OF 4 MULTI-TENANT BUILDING - 4 (TWO INVERTED 'U' LOOPS) NOTE: 1. CARMEL ENGINEERING DEPARTMENT NOTE 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. DRIVEWAY ENTRANCE SAW CUT NOTE DRIVEWAY ENTRANCE OFF OF LAKEFRONT COURT WILL REQUIRE SAW CUTS PER CITY OF CARMEL STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED LIMITS OF THE CURB REMOVAL. SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL AND/OR INDOT DETAILS. GENERAL NOTES: REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. BUILDING DIMENSIONS SHOWN HEREON ARE FOR REFERENCE ONLY. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT FROM THE CITY OF CARMEL.PRINTED BY: Ashton FritzDATE: 10/17/2022 11:10 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2204001 - LAKEFRONT COURT 2\02 CIVIL\PLANS\C201.DWG, LAYOUT: C2012 3 10/24/22 LAKEFRONT COURT LAKEFRONT COURTCARM E L D R I V E //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////DUMPSTERENCLOSUREPATI O PROPOSED MEDICAL OFFICE BUILDING 1-STORY 8,100 SF 48.4'9.3'17.5'37.5'7.1'3.3'62.7'46'70.8' 10'61.6' 3.6'20.8'58.6'W W W W W WW W2''W2''W 2''W 2''W 2''W 2''W 2''W UGEUGEUGEUGEGAS METER GGGGG603 602 601 ex4 ex5 6WWWWWUDUDU D UD0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.3 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.8 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.7 0.8 0.9 0.7 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.1 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.7 0.8 0.9 1.1 1.3 1.4 1.4 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.3 1.5 1.9 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.5 1.5 1.4 1.4 1.6 1.8 2.0 2.2 2.2 2.1 1.8 1.5 1.2 1.0 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.1 1.3 1.5 1.8 2.1 2.2 2.1 2.0 1.8 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.8 1.9 2.1 2.1 1.9 1.7 1.4 1.2 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.3 0.5 0.7 0.8 0.9 1.0 1.1 1.2 1.4 1.6 1.8 1.9 1.9 1.8 1.6 1.5 1.5 1.5 1.6 1.5 1.5 1.5 1.6 1.8 1.8 1.8 1.7 1.5 1.2 1.1 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.2 0.4 0.6 0.7 0.8 1.0 1.0 1.1 1.1 1.2 1.4 1.5 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.5 1.4 1.4 1.2 1.1 0.9 0.8 0.8 0.7 0.5 0.4 0.3 0.2 0.4 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.5 0.8 0.9 0.9 1.0 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.6 0.9 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.7 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.9 1.1 1.0 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 1.0 1.2 1.1 1.0 0.9 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.2 1.4 1.3 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.3 0.5 0.7 1.5 1.6 1.5 1.3 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.7 0.8 1.9 2.0 1.8 1.5 1.2 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.8 1.0 2.1 2.2 2.0 1.7 1.3 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.9 1.1 2.3 2.3 2.1 1.7 1.3 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.1 2.2 2.3 2.0 1.7 1.3 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.1 2.1 2.1 1.9 1.6 1.3 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.9 1.1 1.9 2.0 1.8 1.5 1.2 0.9 0.7 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.9 1.1 1.7 1.8 1.6 1.4 1.1 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.7 1.0 1.1 1.6 1.7 1.6 1.3 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.9 1.1 1.1 1.6 1.6 1.5 1.3 1.0 0.8 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.0 1.2 1.2 1.5 1.6 1.4 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 1.2 1.4 1.4 1.5 1.5 1.4 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.6 1.5 1.7 1.6 1.6 1.5 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 1.8 2.0 1.8 1.7 1.5 1.3 1.0 0.7 0.5 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.9 2.0 2.1 1.9 1.7 1.4 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.9 2.0 2.1 1.9 1.7 1.3 1.1 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 1.8 1.9 1.8 1.5 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.6 1.5 1.7 1.5 1.3 1.1 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 1.2 1.4 1.3 1.1 1.0 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.9 1.2 1.1 1.0 0.8 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.8 1.0 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.7 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.10.20.20.2 0.2 0.2 0.1 0.1 0.0 0.0 S1 @ 22.5' S1 @ 22.5' S1 @ 22.5' S1 @ 22.5' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Boundary_Grade 0.1 fc 0.3 fc 0.0 fc N/A N/A Paved Area_Grade 1.0 fc 2.3 fc 0.1 fc 23.0:1 10.0:1 Site_Grade 0.5 fc 2.3 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage S1 4 Lithonia Lighting RSX1 LED P1 40K R4 HS SPA FINISH/ 20' SSS POLE RSX LED Area Luminaire Size 1 P1 Lumen Package 4000K CCT Type R4 Distribution with HS shield 1 4725 0.95 51.34 20'-0" 2'-6" 22'-6" GENERAL NOTES GENERAL PLAN NOTES: ·MH: AS NOTED ·POINTS CALCULATED AT: GRADE ·LIGHT LOSS FACTOR: AS NOTED No. Revision/Issue Date Firm Name and Address Project Name and Address Drawn By Scale Date Drawing # Sheet No. E101 LS-22-5090 4/19/22 As Noted MJC LAKEFRONT COURT 2 SITE LIGHTING PHOTOMETRIC 8719 CASTLE PARK DRIVE INDIANAPOLIS, IN 46256 WWW.LIGHTSOURCEINDIANA.COM p:317-598-6900 Disclaimer This lighting submittal is strictly based on the information provided to LIGHTsource, and is provided without warranty as to accuracy, completeness, reliability or otherwise. If the information (including but not limited to floor-plans, reflected ceiling plans, electrical plans and specifications) provided to Acuity Brands is incomplete or not current (i.e., newer versions exist), the accuracy of proposed design may be adversely affected. Once this lighting submittal is received by the customer or end-user (as applicable),it is the obligation of the customer or end-user (as applicable) to consult with a professional engineering advisor to determine whether the proposed design meets the applicable project requirements for lighting system performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will LIGHTsource be responsible for any loss resulting from any use of any information contained in this lighting submittal. LIGHTING PHOTOMETRIC SCALE: 1" = 20FT 10/24/22