The URL can be used to link to this page

Home My WebLink About03100005 Construction Plans for National Bank of Indianapolis pg. 3I EXISTING LEGEND: 7 zs Row, SUITE E PHONE: 317-244-1968 INDIANA 46241 FAX: 317-244-1969 DESCRIPTION: w DESCRIPTION: 2 Ve EXISTING ASPHALT [>;I WATER VALVE vn ,204 EXISTING BRICK S FIRE HYDRANT v d v v T S IS, SIGN TEMPORARY BENCH MARK ci MAILBOX A SECTION CORNER 0, BEEHIVE INLET A MONUMENT I;illll1 INLET 9 REBAR FOUND /REBAR SET '..yam t.� slio PK NAIL FOUND iL oullobi ll s' oR. fy n il', f A V PE880303 STATE OF l,,, S s %ONA1- ,..0c,\ DATE: 1 0/02/2003 24" CURB AND GUTTER (TYPE II) POWER POLE 106th STREI-47 MICHIGAN ROAD F GUY WIRE CONIFEROUS TREE id TELEPHONE PEDESTAL II OVERHEAD ELECTRIC LINE 'DWN BY: K R G CHKD. BY: R R H SCALE: 1" 20' DATE: 1 0/02/03 PROJECT NUMBER 03 -202 l DESIGN PHASE DEVELOPMENT PLAN NUMBER C2a0 SHEET OF r EXISTING LEGEND: DESCRIPTION: w DESCRIPTION: 2 Ve EXISTING ASPHALT [>;I WATER VALVE vn ,204 EXISTING BRICK S FIRE HYDRANT v d v v EXISTING CONCRETE SIGN TEMPORARY BENCH MARK ci MAILBOX A SECTION CORNER 0, BEEHIVE INLET A MONUMENT I;illll1 INLET 9 REBAR FOUND /REBAR SET `Zib DRAINAGE MANHOLE slio PK NAIL FOUND n CURB INLET 24" CURB AND GUTTER (TYPE II) POWER POLE DECIDUOUS TREE F GUY WIRE CONIFEROUS TREE -(E- TELEPHONE PEDESTAL -ones- OVERHEAD ELECTRIC LINE -Q TRAFFIC POLE E UNDERGROUND ELECTRIC 0 SANITARY MANHOLE teIe UNDERGROUND TELEPHONE HANDICAP SIGN BORING WATER LINE 0 STAND PIPE GAS LINE PROPOSED SITE LEGEND: DESCRIPTION: r DETAIL /SH. LIGHT DUTY PAVEMENT DETAIL 02/C7.0 HEAVY DUTY PAVEMENT DETAIL 01/C7.0 RIGHT -OF -WAY PAVEMENT DETAIL 03 &04/C7.0 0 0 o CONCRETE PAVEMENT DETAIL 05/C7.0 0 6" CONCRETE CURB DETAIL 08/C7.0 24" CURB AND GUTTER (TYPE II) DETAIL 06/C7.0 CONCRETE CURB AND WALK DETAIL 15/C7.0 HANDICAP SYMBOL DETAIL 09/C7.0 QE HANDICAP RAMP DETAIL 1 1 /C7.0 QF HANDICAP SIGN DETAIL 12/C7.0 DIRECTIONAL SIGN N. VARIABLE WIDTH S.B.L., I /E. D. U.E. COMMON AREA 0.11W .1006 106th STFZEET 46.26' BY OTHERS CANOPY R2.50' LOT 1 1.147± ACRES 49,963.1 SQ. FT. 32' S.B.L., I /E. D. U.E. 35' S.S. U.E. MEW R/W 97.05' \t 15' SETBACK LINE N 89 °05'48" E 2155.43' N 24 °02'42" E 28.28' 5' \j O -A S I N r 20 u 5 5.' W 7- r In N 79 S J> r r 0 N 0 69 0 2 "2 E C M N i Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. SITE LAYOUT NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE `-(1DIR ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. 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. 7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFfER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKF1LLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. SITE DATA: BUILDING DATA: BUILDING AREA 2912 SF SITE AREA 1.15 Acres (50,094 SF) REQUIRED PARKING DATA: STANDARD PARKING 10 SPACES (10' x 18') HANDICAP PARKING 1 SPACE TOTAL REQUIRED PARKING 11 SPACES REQUIRED PARKING RATIO 1 SPACE/300 SF PROPOSED PARKING DATA: STANDARD PARKING 16 SPACES (10' x 18') HANDICAP PARKING TOTAL PROPOSED PARKING PROPOSED PARKING RATIO ZONING DATA: 2 SPACES 18 SPACES 1.65 SPACES/300 SF PROPOSED USE FINANCIAL INSTITUTION ZONING DISTRICT INDUSTRIAL (I-1) PROPOSED LOT ONE A portion of the property of Kite Michigan Road, LLC A part of Instrument Number 200300043769 September 26, 2003 A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest Corner of the Northwest Quarter of said Section 7, Township 17 North, Range 3 East; thence North 89 degrees 05 minutes 48 seconds East (Basis of bearings assumed from a survey recorded as Instrument Number 200300080608 in the Office of the Recorder of Hamilton County, Indiana) 330.02 feet along the North Line of said Northwest Quarter to the northwestern corner of a 0.894-acre tract of land granted to the State of Indiana ("State tract") (recorded as Instrument Number 200000007462 in said Recorder's Office) (the following seven (7) courses are along the boundary of said State tract; (one) thence South 00 degrees 18 minutes 30 seconds East 52.85 feet parallel with the West Line of said Northwest Quarter; (two) thence North 88 degrees 34 minutes 24 seconds East 100.84 feet; (three) thence North 88 degrees 48 minutes 29 seconds East 427.88 feet to the POINT OF BEGINNING of this description; (four) thence North 88 degrees 48 minutes 29 seconds East 97.05 feet; (five) thence South 57 degrees 05 minutes 37 seconds East 118.93 feet; (six) thence South 22 degrees 51 minutes 51 seconds East 98.48 feet; (seven) thence South 20 degrees 57 minutes 18 seconds East 44.21 feet; thence South 69 degrees 02 minutes 42 seconds West 211.30 feet perpendicular to a western line of said State tract; thence North 65 degrees 57 minutes 18 seconds West 28.28 feet; thence North 20 degrees 57 minutes 18 seconds West 115.24 feet parallel with said western line; thence North 00 degrees 00 minutes 00 seconds West 30.00 feet; thence North 16 degrees 15 minutes 28 seconds East 52.10 feet; thence North 00 degrees 56 minutes 59 seconds West 71.04 feet to the POINT OF BEGINNING, containing 1.147 acres, more or less. "DON'T DIG BLIND" IN FEET 1 inch 20 ft. NOT TO SCALE NORTH "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG I -800-382-5544 CALL TOLL FREE FOR CALLS OUTSIDE OF INDIANA UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities.