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HomeMy WebLinkAbout05050037-42.41 2 3 4 5 1 1'L IM - � N8 446'02"E 400.31 K D W G F E 5/8" REBAR W/ YELLOW CAP STAMPED "SCHNEIDER FIRM #0001" FOUND 5/8" REBAR W/ YELLOW CAP STAMPED "SCHNEIDER FIRM #0001" FOUND D 7 18 9 C',� 10 11 2 t ti� 114 1 N�)1 U r t n i O - - - - - - 1 - - B- I - - - - - - - - - - N 5' ULD IN G - - - - - LINE G£. t I 1 SM r > ,""`•h =. "Sxcs;: et TtG `suc +- :=+ 1 � „ D f ', 3Fc' h xSh ti x B B A a ::rSt�M 1 >. I - \ k4 P `rtw. Yka Ut ,slit n Yt Ir f,� kn OWN 0. «vu. 3T£a ,> tk > • t < x g AY �, a �!`. a ;r,� t ti ,, a`�`'"s r,3,4'2k s c z rr �' `� h ,t? c r t� f - r> ' .1 t \ 1!?sZ�3t`^;''`�i°s ?R'* :.f.,t S .. 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F'�ti':+?avd ' ' �'a . z�:k .' ;.( = ;�' %*� 01 I raw a'�xti�i { {a sbgi ff ay.�ar 4, fix. u n �« y -3 r i a' }s, , • y. `.',� > "''Sy,- F`�c�'' % `.Wa'�'t#�, 4.r'z` k § Ki ri £ -Wl raG 9 0r 7"" , y gas , �. k a �S�i £} SF Ffx �h5 g:� e�� +.� §` +Fp3 - rr'`k�"`E 12 S ACES ®9' 108' 9' 1 SPACES CAA = 117' - - - - A ---------------------- I----- - - - - -- - 0 - -- -�,- ---- - - -- -- -------- - - - - -- 15' 13UILDIN 3 SETB CK LI E ( I�I I�I I c0 W N Z I M Ln Q m too is z II � J lc m I I I 18' lu I�I O I� I I�C 'e W C I R2' 101' t y 58 '30 t-/-w}I - N88' }0l7"E 296-14' CIVIL DESIGNS D TBM #3 C HOLEY MOLEY SAYS "DIG SAFELY" E3 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 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 ore located as accurately as possible from information available. The surveyor has not physically located the underground utilities. A ELECTRIC TRANSFORMER I o 1 2 3 4 5 6 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 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, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 17 8 9 10 zi o w 11 �S- II 30.20' 13 x-5/8" REBAR FOUND I I I 30.20' 5/8" REBAR O W/ YELLOW CAP STAMPED "SCHNEIDER FIRM #0001" FOUND 12 14 15 6 ELECTRIC TRANSFORMER I o 4 I UN -a TELEPHONE PEDESTAL ® END SECTION `61 Y W © GAS METER 11 HANDICAP SYMBOL mJ � o SO. N N Qw WELL (D) HOSE BIB (M) SANITARY MANHOLE ADJACENT ZONING CLASSIFICATIONS: SCALE: 1 "= 20' In NORTH ........ B -6 00 W N n U WEST .......... B -6 O P aw FRONT........ 90' SETBACK J r SIDE ........... 15' SETBACK O N O I I I I I A 30.20' 5/8" REBAR O W/ YELLOW CAP STAMPED "SCHNEIDER FIRM #0001" FOUND 12 14 15 6 IS TE DATA: RCP ELECTRIC TRANSFORMER 0 ELECTRIC METER BOX 4 GROUND LIGHT -a TELEPHONE PEDESTAL ® END SECTION `61 SIGN © GAS METER I� HANDICAP SYMBOL In WATER VALVE SO. FIRE HYDRANT Qw WELL (D) HOSE BIB (M) SANITARY MANHOLE IS TE DATA: RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SO. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE PROPERTY DATA: 20 0 10 20 TOTAL SITE AREA ..... .....................102,630.5$ SF PROPOSED LANDSCAPE AREA...... 16,113 SF V v o v BUILDING DATA: BUILDING AREA.......... 25,705 SF © PROPOSED PARKING DATA: Q STANDARD PARKING = 94 SPACES (10' x 18') STANDARD PARKING = 25 SPACES (9' x 20') HANDICAP PARKING = 5 SPACES QF TOTAL PROPOSED PARKING = 124 SPACES © ZONING DATA: QH PROPOSED USE - -- ...COMMERCIAL (RETAIL) QI ZONING DISTRICT ....... B -6, BUISINESS DISTRICT CHKD. BY: ACH ADJACENT ZONING CLASSIFICATIONS: SCALE: 1 "= 20' SITE IS LOCATED IN THE US 31 OVERLAY DISTRICT. NORTH ........ B -6 SOUTH .... 9 -6 EAST. ..... B -6 WEST .......... B -6 BUILDING SETBACKS: FRONT........ 90' SETBACK REAR.......... 15' SETBACK SIDE ........... 15' SETBACK PROPOSED SITE LEGEND: DESCRIPTION: 20 0 10 20 LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT V v o v CONCRETE PAVEMENT 6" CONCRETE CURB © CONCRETE CURB AND WALK Q HANDICAP SYMBOL QD HANDICAP RAMP QE HANDICAP SIGN QF VAN ACCESSIBLE HANDICAP PARKING STALL © PRECAST CONCRETE WHEELSTOP QH 4" THICK CONCRETE SIDEWALK QI DECORATIVE BOLLARD RECORD DESCRIPTION (INSTRUMENT #98- 30868) DETAIL # /SH. # DETAIL 08 /C7.0 DETAIL 09/C7.0 DETAIL 10/C7.0 DETAIL 13/C7.0 DETAIL 07/C7.0 DETAIL 06/C7.0 DETAIL 01/C7.0 DETAIL 05/C7.0 DETAIL 04/C7.0 A part of the Northwest Quarter of Section 2, Township 17 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of said Quarter Section thence North 89 degrees 11 minutes 58 seconds East along the North line of said Quarter Section 117.53 feet to the Southeast corner of the Southeast Quarter of Section 34, Township 18 North, Range 3 East; thence North 88 degrees 30 minutes 17 seconds East along said North line 684.011 feet; thence South 00 degrees 13 minutes 58 seconds East 660.160 feet; thence North 88 degrees 30 minutes 17 seconds East; parallel with said North line 440.107 feet; thence South 00 degrees 13 minutes 58 seconds East 689.566 feet; thence North 88 degrees 30 minutes 17 seconds East, parallel with the said North line 296.136 feet to the Point of Beginning of this description; thence North 02 degrees 15 minutes 20 seconds East 171.019 feet to the point of curvature of a 150.77837 degree curve to the left, the radius point of said curve being North 87 degrees 44 minutes 40 seconds West 38.00 feet from said point; thence Northerly along the said curve 32.867 feet to the point of reverse curvature of a 92.41255 degree curve to the right, the radius point of said curve being North 42 degrees 42 minutes 02 seconds East 62.00 feet from said point; thence Northerly along said curve 34.821 feet to the point of tangency thereof, the radius point of said curve being North 74 degrees 52 minutes 53 seconds East 62.00 feet from said point; thence North 15 degrees 07 minutes 07 seconds West 54.615 feet; thence North 89 degrees 46 minutes 02 seconds East 400.305 feet to the limited access right of way line for U.S. #31 as now located and established per Indiana State Highway Plans Project STF 222 (9) dates 1961 pages 12 and 13; thence South 00 degrees 13 minutes 58 seconds East along the said right of way line 274.552 feet; thence South 88 degrees 30 minutes 17 seconds West parallel with the said North line 364.024 feet to the Point of Beginning. Together with the following Non - Exclusive Easements: Grant of Perpetual Non - Exclusive Easement recorded February 19, 1980 in Deed Record 319, page 131 as Instrument No. 6392. Said Grant amended by Grant of Perpetual Non - Exclusive Easements recorded June 25, 1980 in Deed Record 321, pages 4 -16 as Instrument No. 10809. Said Grant amended by Affidavit of Amendment to Grant of Perpetual Non - Exclusive Easements recorded August 17, 1981 in Deed Record 327, page 530 as Instrument No. 26229. Said Grant last modified and amended by a Fidelity Supplemental Agreement Regarding Easements and Covenants recorded June 1, 1993 as Instrument No 9325716. Declaration of ingress, egress and parking recorded June 25, 1980 in Deed Record 321, pages 43 -48 as Instrument No. 10814. all in the Office of the Recorder of Hamilton County, Indiana. 13 4 15 6 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 W I.LVU 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) REVISION RECORD O O PROJECT NUMBER O DESIGN PHASE O PLAN NUMBER C2.0 SHEET OF ft .••�',S rF 'A � :� �o••: ., • : • NO , PE10300058 : STATE OF , /ONALSe , �lllll� Aa> c. HJ DATE: 311817005 DWN BY: ) RD CHKD. BY: ACH SCALE: 1 "= 20' DATE: 3/18/05 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 W I.LVU Z vi PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C2.0 SHEET OF