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Home My WebLink AboutC200 Great Growins 020422' \ ' \ Know what's below. Call before you dig. \ \ I I \ I I \ \ \ \ \ \ \ _,r \ \ \ \ \ \ \ . Cl) 0 0 ()0 0 / t 0::: Q) C -Q) 0) C co 0::: loo m1 J 11�==4 I Q)I t C co 0::: loo I \ I \ I \ I I I I \ I \ \ / \ \\ I \ \ ■ ,/ D � / LOT2 421 Rangeline Rd. / 2 LOT 1 FOSTER'S ITION LOT3 431 Rangeline Rd. SITE LAYOUT \ I \ I (,,. �-,---,-.l,,',--.!.)/� .��.;·.,: -�·:\/,,: --� ;. : ,, , , LOT2 421 Rangeline Rd. ' ��,�--�',, -·· '' _ ... ,� ';1'-J'v ' , ' ' '\\/,// , , , , , ;-1 I I I LOT 3 / ,/ 431 RangeHrie Rd. // ��,/ / / I I ' ' . , I f I / I 2 ------------/ TOPOGRAPHIC SURVEY SITE ADDRESS: Great Crowin 's 421 5. Rangeline Road Carmel, IN 46032 zy 20 0 10 I KEYNOTES [I] PROPOSED BUILDING ADDITION ( SEE ARCH) [I] EXISTING ASPHALT DRIVEWAY [l] EXISTING ASPHALT PARKING LOT @] EXISTING HANDICAP SPACE [Kl NEW U-SHAPED BIKE RACK (SEE DETAIL C300) [ID GRASS OR LANDSCAPING CT] CONCRETE PAD [ID EXISTING CONCRETE SIDEWALK GRAPHIC SCALE 20 4-0 I I __ ( IN FEET ) 1 inch = 20 ft. 80 I LAND DESCRIPTION A PART OF THE SOUTHWEST AND NORTHWEST QUARTERS OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, AND A PART OF LOT 1 IN GREENE'S ADDITION, A SUBDIVISION IN HAMIL TON COUNTY, IN DIANA, AS A PLAT THEREOF, RECORDED JANUARY 27, 1989 IN PLAT BOOK 17, PAGES 1 AND 2, IN THE OFFICE OF THE RECORDER IN HAMIL TON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF SAID QUARTER A DISTANCE OF 1012.51 FEET TO THE NORTHWEST CORNER OF SAID LOT 1 IN GREENE'S ADDITION; THENCE SOUTH 01 DEGREES 28 MINUTES 41 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 1 A DISTANCE OF 50.00 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE THEREOF A DISTANCE OF 314.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 28 MINUTES 41 SECONDS EAST ALONG THE WEST LINE OF SAID LOT 1 AND THE SOUTHERLY EXTENSION THEREOF A DISTANCE OF 337.65 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF STATE ROAD 38 PER INDOT PROJECT NO. STP-5229(008) DA TED FEBRUARY 27, 2003; THENCE SOUTH 63 DEGREES 31 MINUTES 10 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 119.63 FEET TO A POINT ON A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1396.50 FEET, THE RADIUS POINT OF WHICH LIES SOUTH 26 DEGREES 28 MINUTES 50 SECONDS WEST; THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE AN ARC DISTANCE OF 267.34 FEET TO A POINT WHICH BEARS NORTH 37 DEGREES 26 MINUTES 56 SECONDS EAST FROM SAID RADIUS POINT; THENCE SOUTH 10 DEGREES 15 MINUTES 41 SECONDS EAST A DISTANCE OF 43.29 FEET TO THE NORTHMOST CORNER OF A TRACT OF LAND GRANTED TO THE City of Carmel AS DESCRIBED IN INSTRUMENT #200100068141 IN SAID RECODER'S OFFICE; THENCE SOUTH 44 DEGREES 22 MINUTES 34 SECONDS WEST A DISTANCE OF 143.38 FEET TO THE NORTHEAST CORNER OF LOT 3 IN NOBLESVILLE MEDICAL ARTS BUILDING, AS PER PLAT THEREOF, RECORDED IN PLAT CABINET 2, SLIDE 712, AS INSTRUMENT #200100082599, IN SAID RECORDER'S OFFICE; THENCE NORTH 89 DEGREES 30 MINUTES 00 SECONDS WEST ALONG THE NORTH LINE OF SAID LOT A DISTANCE OF 249.70 FEET TO THE POINT OF BEGINNING, CONTAINING 1.849 ACRES. GENERAL SITE NOTES I.CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVAllON OF EXISTING UllLITIES,STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND/OR DISCREPANCIES IN THECONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION.2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDlllONS.3.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED \\1THIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATIONPROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCllON PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVEGROUND CONDlllONS BY THE SURVEYOR.THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.4.CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OFDOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC.5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. ALL PAVEMENT PATCHING DUE TO UTILJTIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURINGCONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTORDOING THE WORK.ALL GRASS AND/OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDlllON.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.ALL PIPE LENGTHS SHOWN ON DRA\IINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION.CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES ANDREGULATIONS.SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: 40th PARALLEL SURVEYING, LLCREPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION.FOR ALL WORK WITHIN LIMITS OF RIGHT-OF-WAY SEE D.O.T. STANDARD DETAILS.ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHER\IISE NOTED.ALL RADII SHALL BE 5' UNLESS OTHER\IISE NOTED.ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHER\IISE NOTED.HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HASJURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROvlDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICESREQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THEGOVERNING AGENCY.20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLICOR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATEROR OTHER EXPECTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.21.DECORAllVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOTPERMITTED IN THE RIGHT OF WAY.22.COORDINATE ALL WORK \\1TH COUNTY, CITY OR GOVERNING UTILITY AT LEAST 48 HOURS PRIOR TO THE START OF WCRK. LEGEND THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES 10 LOCAlE MAINS. Cotlll.lTS. SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAi.ABLE = No. Date Exisfing Building Edge of Pavement Face of Curb Contour Major Contour Minor Properly Une Concrete Exisfing Storm Droin Exlsffng Street Lamp U-Shaped Bike Rack Exlsffng Yield Sign Exlsffng Tree Revision 1. 01 06 22 Revisions er Carmel INFORMATION. THE LOCATION AND PROTECTION OF UTILITY SlRUCl\JRES. THER SUPPORT AND MAINTENANCE DIAllNG CONS1RUC110N (IN COOfERAllON WITH APPLICABLE UTILITY COMPANYl IS THE EXPRESSED RESPONSBLITY Of THE CONTRJCTOR. SIDEWALi( EXTENSION ALONG ELM STREET IS RESPONSIBILITY OF THE CITY OF CARMEL THE LAND IS NOT PART OF THIS PROJECT'S SITE, AND CAN THERFORE NOT BE CHANGED B"r' OUR DESIGN. SITE ANALYSIS TABLE ZONING COMMERCIAL TOTAL PARCEL AREA 7,469.65 SQFT = 0.2167 AC PAV EMENT /SIOEWALK AREA (.85) PAVEMENT/SIDEWALK = 2,748.56 SOFT GRAVEL AREA (.85) GRAVEL = 3,472.27 SOFT BUILDING AREA (.90) BUILDINGS = 1, 168.5B SOFT GRASS/TREES AREA (.30) GRASS/TREES = 98.63 SOFT LOT COVERAGE RATIO LOT COVERAGE RATIO = 36. 70% DEMOLITION NOTES: TOTAL DISTURBED AREA 278.96 SOFT EXISTING SITE RUNOFF (g10) OEVELOPED SITE RUNOFF (g10) Qd=CIA Qd=CIA Cw =(C; X a;J/A Cw=(Ci X a;J/A 1)REMOVE EXISTING SHED COMPLETE. 2)REMOVE EXISTING PATIO. 3)REMOVE EXIST DRIVEWAY. 4)REMOVE EXISTING RAIL ROAD TIES.Cw =(0.9'0.027 +0.85'0.143+0.3•0.002)/0.217=0.67 49 Cw=(D.9'0.033+0.85'0.1 37 +0.3'0.002)/0.217=0.6764 5)REMOVE EXIST CONCRETE &CONCRETE STEPS.10 J Tc=5min; 1=7.62 in/hr 0=(0.675)'(7 .26)'(0.217)= 1.063cfs BADGER ENGINEERING 990 W. Oak Street Zionsville, IN 46077 (765)485-0000 Cit of Carmel Design By CCB 10 I Tc=5min; 1=7,62 in/hr 0=(0.676)'(7 .26)'(0.217)=1.065cfs Site Plan Great Growin' s Cla Townshi , Drawn By DMD Hamilton Count , Jndtana Checked By Approved By Date 12/11/21 Job No. 21-001 Scale 1 "=10' Sheet No. C200 ITEM #3 ITEM #5 ITEM #6 ITEM #9