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HomeMy WebLinkAboutproposed site changes 8-8-13cP0 r� 6 INST# 9654023 ti\ \ 5' UTILITY EASEMENT REFERRE TO IN D.R 137, PG 523 6183 ITEM 6, SCHEDULE C &C REALTY COMPANY LLC. 9 10006 �. h� �0 \ INST# 200 I `\ 175 �Xor� \ C & C REALTY COMPANY L.L.C. Fula S 86'37'29" w _ _ -_ — — — 607.44' _ _ _ �" PROPOSED oe9 \ _ -;r _ _ y-• T DIRECTORY SIGN ' y�� \ — — — - -- - — a 15'9?. PSS 1- '� [aunOx a J a � - 176 - — — - 542.40' ; 4-11 MNPSN01 EMI1f6L4n ` - - -- - - 15 BWT[RYARD (SIDE) J! N « t Iy / MEAN RINU H Y8 FORMER EAST R/W LINE :° Lp ATTN: BRAD WALKER OF T.H.I. & E. TRACTION \\ rAAST� COMPANY V ? �• \ \ ENGINEER: �� �yy7!!!��� °, TREE PRESERVATION AIGYNMrA CIVIL SITE GROUP, INC. \ �,\ �� AREA DRY W. � ' 7 \ 'O Y �\ DETENTION 5' EASEMENT RESEREVED FOR \ POND PUBLIC UTILITY COMPANIES \ ,�� D.. 137, PG. 150, ITEM 6 \ PASS-_ SCHEDULE B SECTION 2 \ - F IB' _ U, \ iv 1vY UNDERGROUND GAS LINE MARKER P NC) \ asses ,i` DEVELOPER: � w �- \ HEARTLAND OIL, LLC & H &H RESTAURANT MANAGEMENT :° Lp ATTN: BRAD WALKER t%li G1 5201 WEST 86th STREET INDIANAPOLIS. IN 46268 ,� CfYY V� \ \ PHONE: (317) 203 -3030 FAX: (317) 203 -3209 V ? �• \ \ ENGINEER: �� �yy7!!!��� GY AIGYNMrA CIVIL SITE GROUP, INC. TJ 643 2ACHUSETTS AVNUE SUITE � INDIANA L W. � ' 7 \ 'O Y 7) 423-3305 \ FISHERS. IN 46038 (317) 374 -8720 (317) 3 CP C1 �+ O- v'•+ 5 AP TT) \ \ \ SURVEYOR: - � ��wz TREE MILLER SURVEnNO, INC PRESERVATION 940 LCNNER STREET �^ P \ 'LP p �� AREA NOBLESVILLE. INDIANA 46060 (317) 773 -2644 n \ I G m WMU.19' iCr•06:5'N 6' i 344'NbAnOM ttWMN ARCHITECT: �.0 \ 2 SITE ARCHITECTURE GY AIGYNMrA ATTN: BRAD SMITH \ - — P.O. BOX 7054 FMduCoY Fab FISHERS. IN 46038 (317) 374 -8720 (317) 3 \ of BICYCLE PARKING DETAIL OR APPROVE EXISTING UNDERGROUND FIBER OPTIC \T EXISTING WATER SERVICE E— PROPOSED ELECTRIC SERVICE W — 1 N0. 118 SURFACE J' NO. 9 BINDER 173 \ NO. 53 STONE ORaAPP ECO EQUAL) \' 12' SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 95X OF A STANDARD PROCTOR of PAVEMENT SECTION 2.0 NOT TO SCALE Wejle Rack° ] Y2 W :s9s DAIRY QUEEN 2,986 S.F. \ a o I PK% V (4) (4) i t I WA00. 66 i t � 25 (>Y ® (7) i I 1 "01 1 PC;. —BICYCLE (5) SPACES .: \ 4• ORD 2106 V17' (4) _- O �. BEYCIE ES PE C (5) SPACES PE PROPOSED t CANOPY Y\ Q N T` ( ® ED 6 (9) (5) r VS it Dunkin C -STORE a Donuts \ a 3,385 S.F. I 2,286 S.F. \ : gg I1YM EMOSUF4 i �I 4- MUM liONG �_ D100WAE E�� q i 1D' BMUnMUYARD (SIDE) 543.01' L �� L N 86'3729 E 609.52' M1REDRI WALT INST# 9949719 BARTLETT REALTY COMPANY INCORPORATED I ( 9' Irod M 25' CRO55� I � o I Access y (4) tY S.6 EASEMENT wy4 T6 a WMU.19' iCr•06:5'N 6' i 344'NbAnOM ttWMN M„�rmrowp�laatPr 50.44 OTU E4:2' a l' A. I p' W al ® AIGYNMrA w.11N4s - — IIIt-0Ipp�O GYpNniNO FMduCoY Fab mN,w,lwN9aeroM,.4 of BICYCLE PARKING DETAIL OR APPROVE EXISTING UNDERGROUND FIBER OPTIC NOT 70 SCALE DAIRY QUEEN 2,986 S.F. \ a o I PK% V (4) (4) i t I WA00. 66 i t � 25 (>Y ® (7) i I 1 "01 1 PC;. —BICYCLE (5) SPACES .: \ 4• ORD 2106 V17' (4) _- O �. BEYCIE ES PE C (5) SPACES PE PROPOSED t CANOPY Y\ Q N T` ( ® ED 6 (9) (5) r VS it Dunkin C -STORE a Donuts \ a 3,385 S.F. I 2,286 S.F. \ : gg I1YM EMOSUF4 i �I 4- MUM liONG �_ D100WAE E�� q i 1D' BMUnMUYARD (SIDE) 543.01' L �� L N 86'3729 E 609.52' M1REDRI WALT INST# 9949719 BARTLETT REALTY COMPANY INCORPORATED I ( 9' Irod M 25' CRO55� I � o I Access y (4) tY S.6 EASEMENT NOTE ALL EXISTING TOPOGRAHIC AND UTILITY INFORMATION HAS BEEN PROVIDED BY MILLER SURVEYING, INC.; THEREFORE, CIVIL SITE GROUP, INC CAN NOT BE HELD RESPONSIBLE IF INFORMATION FOUND IN THE FIELD DOES NOT AGREE WITH THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO COMMENCING WITH CONSTRUCTION. LAND DESCRIPTION uODORN12ED DESCRIPTION OF REAL ESTATE- PART OF THE SWIM HALF O SECTOR 7, TOAV9FP 17 NORTH, RANGE 3 EAST N CUT TOWN KP, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLOW'S: COMMENCING AT A P. K. NAIL AT THE SOUTHWEST CORNEA OF THE SOUTHEAST OUARTER OF SECTION 7, IOWS14P 17 NORTH, RANGE 3 EAST; THENCE NORM 68 DECREES 57 UNUTES 24 SECONDS EAST (ASSUMED BEARWG) 674.55 FEET TO THE POINT OF INTERSECTION OF THE SOUTH UNE OF SAD SOUTHEAST WARIER AND THE CENTEALNE OF MICHIGAN ROAD (US 421, FORMERLY STATE ROAD 29) AT A POINT ON A CURVE TO THE LEFT, SAID POINT BONG NORTH 69 DEGREES N MINUTES 05 SECONDS EAST 121,951.22 FEET FROM THE RADIUS PONT OF SAO CURVE THENCE NORTHWESTERLY ON SAO CENTERUNE AND CURVE AN ARC DISTANCE OF 669.01 FEET TO TIE NORTHEAST CORNER Of NORTH AMENCAN PARK SUBDIVISION; THENCE NORTHWESTERLY ON SAID CENTCRWE AND CURVE AN ARC DISTANCE OF 200.01 FEET TO THE NORTHEAST CORNER (P A 1.40 ACRE TRACT OF HEAL ESTATE DESCRIBED N INSTRUUENT 19210565 AND THE POST OF BEGINNING O THS OESCRPTDN THDN:E SOUTH 86 DECREES 37 MONIES 29 SECONDS WEST PARALLEL MIN THE NORTH LINE O SAID NORTH AMERICAN PARK SUBDIVISION, 6D9.52 FEET TO A 5/9' IRON ROD NTH YELLOW' CAP STAMPED SOW ON THE EAST RGHT -OF -WAY LINE O THE FORMER T. H. L & E TRACTION COMPANY; THENCE NORTH 20 DEGREES 31 MINUTES 51 SECONDS WEST ON SAID EAST RIGHT-OF-WAY 299.39 FEET TO A 518' IRON ROD WIN YELLOW CAP STAMPED SOW ON THE NORM UK O THE TRACT OF REAL ESTATE DESCRIED W INSTRUMENT R& 200 0 0 0 0 0 0117; THENCE ON SAID NORTH LIE NORM B6 DEGREES 37 MNUFES 29 SECONDS EAST 60744 TO THE CCNTERUNE OF SAID MICHIGAN ROAD BEING A NON - TANGENT CURVE WITH A RADIUS Of 121,951.22 FEET OF A CENTRAL ANGLE O 0 DIMS 08 MINUTES 27 SECONDS. THENCE ON THE ARC OF SAID CURVE 300.00 FEET NTH A CHORD BERING SOUTH 20 DECREES 54 MINUTES 39 SECONDS EAST 300.00 FEET TO THE POINT OF BEGUNING CONTANNG 4.00 ACRES. MORE OR LESS PARCEL I . TITLE COMMITMENT SOIEWHE A INST1 20ODDOW0117 (NORTH TRACT) PARCEL 2, TITLE COMMITMENT SCHEDULE A INST1 200000000116 (SOUTH TRACT) LEGEND: a PROPERTY BOUNDARY PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED EDIT RIGHT -OF -WAY (PER INDOT REQUIREMENTS) - — EXISTING EASEMENT EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING UNDERGROUND FIBER OPTIC • EXISTING WATER SERVICE E— PROPOSED ELECTRIC SERVICE W — PROPOSED WATER SERVICE - F IB' _ 2Y I 1B. I iv 1vY NOTE ALL EXISTING TOPOGRAHIC AND UTILITY INFORMATION HAS BEEN PROVIDED BY MILLER SURVEYING, INC.; THEREFORE, CIVIL SITE GROUP, INC CAN NOT BE HELD RESPONSIBLE IF INFORMATION FOUND IN THE FIELD DOES NOT AGREE WITH THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY ALL EXISTING INFORMATION PRIOR TO COMMENCING WITH CONSTRUCTION. LAND DESCRIPTION uODORN12ED DESCRIPTION OF REAL ESTATE- PART OF THE SWIM HALF O SECTOR 7, TOAV9FP 17 NORTH, RANGE 3 EAST N CUT TOWN KP, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLOW'S: COMMENCING AT A P. K. NAIL AT THE SOUTHWEST CORNEA OF THE SOUTHEAST OUARTER OF SECTION 7, IOWS14P 17 NORTH, RANGE 3 EAST; THENCE NORM 68 DECREES 57 UNUTES 24 SECONDS EAST (ASSUMED BEARWG) 674.55 FEET TO THE POINT OF INTERSECTION OF THE SOUTH UNE OF SAD SOUTHEAST WARIER AND THE CENTEALNE OF MICHIGAN ROAD (US 421, FORMERLY STATE ROAD 29) AT A POINT ON A CURVE TO THE LEFT, SAID POINT BONG NORTH 69 DEGREES N MINUTES 05 SECONDS EAST 121,951.22 FEET FROM THE RADIUS PONT OF SAO CURVE THENCE NORTHWESTERLY ON SAO CENTERUNE AND CURVE AN ARC DISTANCE OF 669.01 FEET TO TIE NORTHEAST CORNER Of NORTH AMENCAN PARK SUBDIVISION; THENCE NORTHWESTERLY ON SAID CENTCRWE AND CURVE AN ARC DISTANCE OF 200.01 FEET TO THE NORTHEAST CORNER (P A 1.40 ACRE TRACT OF HEAL ESTATE DESCRIBED N INSTRUUENT 19210565 AND THE POST OF BEGINNING O THS OESCRPTDN THDN:E SOUTH 86 DECREES 37 MONIES 29 SECONDS WEST PARALLEL MIN THE NORTH LINE O SAID NORTH AMERICAN PARK SUBDIVISION, 6D9.52 FEET TO A 5/9' IRON ROD NTH YELLOW' CAP STAMPED SOW ON THE EAST RGHT -OF -WAY LINE O THE FORMER T. H. L & E TRACTION COMPANY; THENCE NORTH 20 DEGREES 31 MINUTES 51 SECONDS WEST ON SAID EAST RIGHT-OF-WAY 299.39 FEET TO A 518' IRON ROD WIN YELLOW CAP STAMPED SOW ON THE NORM UK O THE TRACT OF REAL ESTATE DESCRIED W INSTRUMENT R& 200 0 0 0 0 0 0117; THENCE ON SAID NORTH LIE NORM B6 DEGREES 37 MNUFES 29 SECONDS EAST 60744 TO THE CCNTERUNE OF SAID MICHIGAN ROAD BEING A NON - TANGENT CURVE WITH A RADIUS Of 121,951.22 FEET OF A CENTRAL ANGLE O 0 DIMS 08 MINUTES 27 SECONDS. THENCE ON THE ARC OF SAID CURVE 300.00 FEET NTH A CHORD BERING SOUTH 20 DECREES 54 MINUTES 39 SECONDS EAST 300.00 FEET TO THE POINT OF BEGUNING CONTANNG 4.00 ACRES. MORE OR LESS PARCEL I . TITLE COMMITMENT SOIEWHE A INST1 20ODDOW0117 (NORTH TRACT) PARCEL 2, TITLE COMMITMENT SCHEDULE A INST1 200000000116 (SOUTH TRACT) LEGEND: a PROPERTY BOUNDARY PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED EDIT RIGHT -OF -WAY (PER INDOT REQUIREMENTS) - — EXISTING EASEMENT EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING UNDERGROUND FIBER OPTIC • EXISTING WATER SERVICE E— PROPOSED ELECTRIC SERVICE W — PROPOSED WATER SERVICE — T— PROPOSED TELEPHONE/F.O. SERVICE OVERHEAD UTILITY LINES UNDERGROUND GAS LINE MARKER EXISTING UNDERGROUND GAS L NE EXISTING SEWER MANHOLE EXISTING WATER METER EXISTING UTILITY POLE EXISTING GUY ANCHOR EXISTING PVC RISER EXISTING UNDGRD. UTILITY LINES EXISTING CLEANOUT EXISTING DRAINAGE MANHOLE EXISTING CURB INLET EXISTING BEEHIVE INLET ll* \ 11* 1 \ Yd V� 6l .L a %Jr 1/ L At V EASEVE rJ PLAN NOTES: SIGN N J91 el \\o O 2 4A O �+ cP- \ TJ� 77 Y \\ O L ( HEAVY DUTY ASPHALT PAVEMENT Q INDOT HANDICAP RAMP TYPE "G" © COMBINED CURB & WALK QD CONCRETE STOOP O PROPOSED HANDICAP PAVEMENT MARKING & SIGNAGE QF HANDICAP RAMP (A D A. COMPLIANT) © LANDSCAPE AREA QH 6- STRAIGHT CURB Q BOLLARD KQ CONCRETE CURB & GUTTER © 5' CONCRETE SIDEWALK QM 8' CONCRETE SIDEWALK O DIRECTIONAL SIGN (LESS THAN 3 S.F) DEVELOPMENT SUMMARY SITE ACREAGE = 3.56 +/- ACRES PRIMARY ZONING = INDUSTRIAL (1 -1) SECONDARY ZONING = US HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE PROPOSED BUILDINGS = 8,657 S.F. (TOTAL) REQUIRED PARKING RETAIL SALES / GENERAL SERVICES •3,385 S.F. (1 SPACE / 200 S.F.) ••16.9 REQUIRED PARKING SPACES RESTAURANT WITH WALK -UP DRIVE -THRU •5,272 S.F. (1 SPACE 180 S.F.) "65.9 REQUIRED PARKING SPACES TOTAL REQUIRED PARKING = 83 SPACES TOTAL PROVIDED PARKING = 83 SPACES Mom 6 NORTH ao'= 0 is 30 ( IN FEET ) 1 Inch - 30 It NOTE REFER TO ARCHITECTURAL 8 FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. i<. I SITE LAYOUT NOTES 1 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONIORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL. STATE COUNTY, CITY. OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICt� -N 2 ALL PARKING STRIPES ARE TO BE 4' PAINTED WHITE UNLESS O'- TERWISE NOT:O ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB/SIDEWALK, RADIO TO BACK OF CURB. WHERE APPLICABLE 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATER, WI4ERE APPLICABLE. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BOLDING DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN T E FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL EE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCT ON SCFF EDULE. IF ANY DISCREPANCIES ARE FOUND -N THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHAL CONTACT THE ENGINEER IMMEDIATELY 6. PRONECEVIDE ALL A RE FROM WHERE PROPOSED PAVEMENT MEETS E AREAS 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 E %STING. 7. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FNISH 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 S'RAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. S. 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. 11. ALL PARKING SPACE DIMENSIONS ARE TO 9' WADE BY 20' DEEP UNLESS OTHERWISE SPECIFlEO. REVISION RECORD REV DATE DESCRIPTION IDE S BY APP BY 1 01/09/13 DETAILED CONSTRUCTION PLANS 11 EAG EAG 2 107/25/131 REVISED LAND PLAN 11 EAG EAG �Wtc CV Ord z Q ko cr, z Do 15 co 0- Q o in z �Nz FW (f) A_ Fy1 J�W4P DATE � CHKD. BY. SCALE: W Q Op 4--' Ix CV C �tt Q -4-J �-4 Q �xQ Paz Qzz�' W �CV • t--I � Q �-i Q O F�1 m DRAW 11'