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Home My WebLink About03100016 Tom Wood Subaru Construction Drawings pg. 03OS D LF 2' TAPER CONTINUE EX. TELE. SERVICE \--CONTINUE EX. ELEC. SERVICE BLDG. 16,580 SOFT. CONTINUE EXISTING GAS SERVICE LINE CONTItk EXISTING WATER SERVICE LINE 1 F.F.= 757.50 EXISTING CAR DEALERSHIP LAND USE: B -6 C.O. I NV= 753.88 1 4 •NA .7 198 LF of 6" PVC 0.64% EMPILOYEE SP�4tES CAR TOR EW !CAR NVENTOR CLEM SOO*05'30 "W DEED S 0073'59" W TELEPHONE PEDASTAL 75.00' N00 °231.59 POWERPOLE WITH UNDERGROUND UTILITY DROP AND LIGHT GeiAL SITE NOM 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS 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 OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: Falcon Engineering, Inc. 11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 21. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 22. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL ELEVATIONS COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES. Site Address 3230 E. 96TH STREET INDIANAPOLIS, IN 46260 COPING, 0.05 ALUMINUM w/ 20 YEAR KYNAR FINISH, HICKMAN OR EQUAL TOP BLOCK COURSE TO BE 8" STANDARD FACE CONCRETE BLOCK. PAINT TO MATCH BUILDING ACCENT COLOR 8" SPLIT FACE CONCRETE BLOCK. PAINT TO MATCH BUILDING FIELD COLOR STEEL BRACE TOP AND BOTTOM A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING ON THE SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST 372.95 FEET NORTH 89 DEGREES 57 MINUTES 00 SECONDS WEST (ASSUMED BEARING) FROM THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH 89 DEGREES 57 MINUTES 00 SECONDS WEST ON SAID SOUTH LINE 100.00 FEET; THENCE NORTH 00 DEGREES 05 MINUTES 30 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID SOUTHEAST QUARTER 560.00 FEET; THENCE SOUTH 89 DEGREES 57 MINUTES 00 SECONDS EAST PARALLEL WITH SAID SOUTH LINE 100.00 FEET; THENCE SOUTH 00 DEGREES 05 MINUTES 30 SECONDS WEST PARALLEL WITH SAID EAST LINE 560.00 FEET TO THE PLACE OF BEGINNING. SUBJECT FURTHER TO A DEDICATION AND TRANSFER OF A CERTAIN (5) FOOT STRIP OF LAND OFF THE ENTIRE SOUTH END OF SAID REAL ESTATE DEDICATED TO THE CITY OF CARMEL IN 1985. 2X6 REDWOOD STRAP HINGES HANDLE. PAINT FIELD COLOR OVERHANG EXISTING CAR DEALERSHIP EX. 8' HIGH BLOCK WALL LAND USE: B -6 COPING, 0.05 ALUMINUM w/ 20 YEAR KYNAR FINISH HICKMAN OR EQUAL 2X6 CONT. PLATE 8" STANDARD FACE BLOCK (TOP COURSE ONLY) #4 BARS 0 24" O.C: GROUT CORES FULL 8" SPLIT FACE BLOCK 6" CONCRETE SLAB W/ FIBERMESH ON 6" COMP. GRANULAR FILL (SEE SITE PLAN FOR EXTENT OF CONC. SLAB) #5 BAR TOP AND BOT. BOTTOM OF FOOTING PLANK GATE W J$` AND LATCHING TO MATCH BUILDING CONCRETE R D COMPANY BOOK 333, PG 475 97.33' WALL SECTION FRONT ELEVATION SIDE ELEVATION DUMPSTER ENCLOSURE DETAIL COPING, 0.05 ALUMINUM w/ 20 YEAR KYNAR FINISH, KICKMAN OR EQUAL TOP BLOCK COURSE TO BE 8" STANDARD FACE CONCRETE BLOCK. PAINT TO MATCH BUILDING ACCENT COLOR 8" SPLIT FACE CONCRETE BLOCK. PAINT TO MATCH BUILDING FIELD COLOR 10/30/03 12/29/03 TAC Comments PROPOSED INGRESS /EGRESS EASEMENT PROPOSED INGRESS /EGRESS EASFf�ENT P A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING A 10 FOOT WIDE STRIP OF LAND, THE WEST LINE OF SAID 10 FOOT STRIP DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST; THENCE NORTH 89 DEGREES 37 MINUTES 37 SECONDS WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER A DISTANCE OF 372.95 FEET TO THE WEST LINE OF A TRACT DESCRIBED IN BOOK 333, PAGE 475 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID WEST LINE 75.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 23 MINUTES 59 SECONDS EAST A DISTANCE OF 404.95 FEET TO THE POINT OF TERMINATION. FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED AREAS, PANEL 236, MAP 18057CO236F, EFFECTIVE DATE FEBRUARY 19, 2003. tHE SITE IS ZONED "X BENCHMARK HAM G-30 A BRONZE PLATE SET IN SOUTH END OF THE WEST PARAPET OF AN 18 FOOT SLAB TOP CULVERT. ALSO, 0.8 MILE NORTH OF MARION HAMILTON COUNTY LINE ON SR -431. 2.8 MILES SOUTH OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'. TBM #1 5/8" REBAR WITH ORANGE CAP, STAMPED "TRAVERSE LOCATED 3.9 FEET NORTH OF NORTH CURB LINE OF E. 96TH STREET AND 3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE SUBJECT EAST LINE ELEVATION OF 756.88'. TBM #2 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 756.04'. City Planning Comments Point of Termination EXISTING CAR DEALERSHIP LAND USE: B -6 0 COMBINED CONCRETE CURB WALK 0 PIPE BOLLARD CD 4" WHITE TRAFFIC STRIPPING 0 COMPANY SIGN (SEE ARCHITECTS PLAN) Q 6" STRAIGHT CURB 1 PARKING SPACES City of Carmel, Clay TowneNp, Design BY Drawn B y MR-1 MFH LEGEND CONCRETE SLABS 8c SIDEWALK TOM WOOD SLJBARU Trash Enclosure (See Dumpster Encloser Detail) 8' HIGH BLOCK WALL REQUIRED PARKING SPACES 1 SPACE PER 300 SOFT. OF BLDG. 16580 SOFT. BLDG /300 SOFT. 55.27 56 1 SPACE PER 2000 SOFT. OF DISPLAY AREA 15510 SOFT. DISPLAY /2000 SOFT.= 7.76 8 TOTAL REQUIRED SPACES 64 64 TOTAL SPACES 79 PARKING LOT BREAKDOWN NEW CAR DISPLAY 11 NEW CAR INVENTORY 32 SERVICE STORAGE 20 EMPLOYEE 9 CUSTOMER 7 TOTAL SPACES 79 GRAPHIC SCALE IN FEET 1 inch 20 ft. 13110 Promise Rood, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 EX. SAN MH #1 TC=757.47 8" (NW)INV= 752.25 8" (NE)INV= 753.35 8" (SW)INV= 752.37 4" (SE)INV 752.40 6' (SE)INV= 752.40 C.O. INV= 752.61 YOUNG REALTY COMPANY, L.P. INSTR. #9709701712 Proposed Ingress /Egress Easement Across Tom Wood Subaru A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, INDIANA, BEING A 10 FOOT WIDE STRIP OF LAND, THE EAST LINE OF SAID 10 FOOT STRIP DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST; THENCE NORTH 89 DEGREES 37 MINUTES 37 SECONDS WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER A DISTANCE OF 372.95 FEET TO THE EAST LINE OF A TRACT DESCRIBED IN INSTRUMENT #9709702096 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 23 MINUTES 59 SECONDS EAST ALONG SAID EAST LINE 75.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 23 MINUTES 59 SECONDS EAST A DISTANCE OF 404.95 FEET TO THE POINT OF TERMINATION. Sheet No. 3 OF 10