ZONED: GC - GENERAL COMMERCIAL SAN WOODED AREA A-2 OHE OHE A-13 X X CONCRETE OUTLET STRUCTURE 20' BUILDING SETBACK A-6 C-37 A-12 C-36
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1 38.50' I U.S. 23 C-8 CL C-19 SITE PLAN SCALE: 1" = 50'-0" DESC. & M. N.00 55'26"W. A - EIING SITE FEATURES TO REMAIN N ' - 43" E. DESC. & M ' 7 07/14/15 ENGINEERING MMENTS 8 07/29/15 ENGINEERING MMENTS 9 08/06/15 ENGINEERING MMENTS 10 08/14/15 ENGINEERING MMENTS 11 08/24/15 ENGINEERING MMENTS LEGEND TA PARCEL B PROPERTY ADDRESS: E. NORTH TERRITORIAL ROAD TAPAYER: ALBERT JOHNA MAILING ADDRESS: 3615 PINE HILL URT WE BLOOMFIELD, MICHIGAN TA PARCEL B PROPERTY ADDRESS: WHITMORE LAKE RD TAPAYER: BARBONE A & NIEMEN M MAILING ADDRESS: 1714 PINE FORE DR. WALLED LAKE, MICHIGAN TA PARCEL B PROPERTY ADDRESS: 6925 WHITMORE LAKE RD TAPAYER: ALEANDER ROBBIN MAILING ADDRESS: 3438 W NORTHFIELD CHURCH RD ANN ARBOR, MICHIGAN C-28 C-27 TA PARCEL B PROPERTY ADDRESS: #50 E. NORTH TERRITORIAL ROAD TAPAYER: WFD, LLC MAILING ADDRESS: 1861 OAKLEIGH PLACE ANN ARBOR, MICHIGAN C-27 C-29 FUTURE E. REAURANT 35' BUILDING SETBACK 33.51' FUTURE R.0.W. N ' - 22" W. DESC. & M ' S '-17" E. DESC. & M ' A-3 WE DESC. & M ' W E. GAS ATION E. GAS ATION 7 N '-59" W. DESC. & M ' CANOPY 99.43' ' E. BARN ORAGE N ' - 43" E. DESC. & M ' S ' - 41" W. DESC. & M ' WOODED AREA OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE EDGE OF ASPHALT S S EDGE OF GRAVEL C-28 A-12 C-31 A-6 C-11A C CL C-26 C-3 C-1 C-15 A-8 50' 60' C-6 C-5 A-11 C-16 C FUTURE C-7 C-11B S.87-35'-00"W ' 50' N.87-35'-00"E ' 60' A-5 C-4 FUTURE SPE OF WORK C - PROPOSED SITE IMPROVEMENTS TA PARCEL B PROPERTY ADDRESS: #60 E. NORTH TERRITORIAL ROAD TAPAYER: BAGER PEOLEUM INC. MAILING ADDRESS: 1699 MALLARD VE DRIVE ANN ARBOR, MICHIGAN C-14 C-24 C-10 S C-23 C-22 C FT WIDE ORM C-37 A-1 C-25 C-20 C-18 C-15 C-35 C-2 N ' - 33" E ' A-9 C-31 TA PARCEL B PROPERTY ADDRESS: E. NORTH TERRITORIAL ROAD TAPAYER: WFD, LLC MAILING ADDRESS: 1861 OAKLEIGH PLACE ANN ARBOR, MICHIGAN NOWATZKE UCK & AILER TA PARCEL #B PROPERTY ADDRESS: 6900 WHITMORE LAKE RD. TAPAYER: LTS V, LLC MAILING ADDRESS: 6900 WHITMORE LAKE RD., WHITMORE LAKE, MI ZONED GC - GENERAL MMERCIAL 7.28 AC. N ' - 33" E ' C-36 A-4 A-6 C-37 EDGE OF ASPHALT C-11C C-30 N ' - 24" W ' S ' - 24" E ' A-2 5' 5' S '-45" E. DESC. & M ' 5 A-12 N ' - 17" E ' S ' - 17" W ' 20 FT WIDE ORM 4 A-7 OHE OHE N '-28" W ' 927.6' 927.3' N '-24" W. C ' S.00-41'-39"W ' 40.47' S.00-41'-39"W. 25 FT WIDE N '-03" E ' 918.1' 926.7' S ' - 17" W. DESC. & M ' 251' 918.5' N '-24" W ' A ' C ' 20 FT WIDE ORM ' 926.4' CRUSHED ONE WEIR ' 917.7' 919.4' 917.7' ' 917.9' 10 FT WIDE ITARY 917.5' 917.5' 926.1' S '-04" E. DESC. & M ' 925.7' 925.6' S '-28" W ' 927 TA PARCEL B PROPERTY ADDRESS: 6850 WHITMORE LAKE ROAD TAPAYER: LTS V, LLC MAILING ADDRESS: 6900 WHITMORE LAKE ROAD WHITMORE LAKE, MICHIGAN NCRETE OUTLET RUCTURE 1" = 50' S '-04" E ' C-38 SCALE IN FEET 10' 20' 5' 5' C-30 E. MMERCIAL RETAIL EIING MH CB YL PP FH TMH LP VL GM GV YB w san g uge ohe a ugt oht st E G ELEV CURB & GUTTER WATER LINE ITARY SEWER GAS LINE UNDERGROUND ELECIC OVERHEAD ELECIC AIR LINE UNDERGROUND TELEPHONE OVERHEAD TELEPHONE ORM SEWER SETBACK LINE MANHOLE CATCH BASIN YARD/AREA LIGHT U.G. ELECIC NDUIT POWER POLE FIRE HYDRANT TELEPHONE RISER TELEPHONE MANHOLE LIGHT POLE UFF OFF VALVE ELECIC METER GAS METER GATE VALVE YARD BASIN CLEAN OUT CLEAN OUT WITH NC. EDGE OF WOODS EDGE OF BRUSH DECIDUOUS EE/SHRUB NIFER EE/SHRUB EIING SPOT ELEVATIONS NTOUR LINES PROPOSED W G OHE A UGT OHT NOTES TO GENERAL NACTOR 1. UNDERGROUND UTILITIES MU BE MARKED, AS REQUIRED BY PUBLIC ACT 53 OF TELEPHONE THE REGIONAL UTILITY LOCAO/ONE-CALL SYEM OFFICE A MINIMUM OF THREE (3) WORKING DAYS BEFORE ANY DIGGING.. 2. THE GENERAL NACTOR IS RESPONSIBLE FOR NFORMING THE HORIZONTAL AND VERTICAL LOCATION OF ALL EIING UTILITIES PRIOR TO ANY NRUCTION. 3. THE GENERAL NACTOR IS RESPONSIBLE FOR CALCULATING ALL MATERIAL QUANTITIES. 4. SEE SHEET G-002 FOR OTHER IMPORTANT GENERAL NOTES. MH CB YL PP FH TMH LP VL GM GV YB 5. NO EPANSION OF IMPERVIOUS AREA WITHIN THE PROPERTY BOUNDARY IS MADE PART OF THIS PROJECT. 6. DETENTION POND SHALL BE ENLARGED BY 11,246 C.F. TO IMPROVE CAPACITY. 7. SITE SHALL NTINUE TO UTILIZE EIING WATER AND ITARY SYEMS IN PLACE. 8. SOIL EROSION AND SEDIMENTATION NOL MEASURES MU BE IN PLACE PRIOR TO ANY SITE DEMOLITION, ECAVATION OR GRADING. E G ELEV. * TBR CURB & GUTTER WATER LINE ITARY SEWER GAS LINE UNDERGROUND ELECIC OVERHEAD ELECIC AIR LINE UNDERGROUND TELEPHONE OVERHEAD TELEPHONE ORM SEWER PROPERTY LINE MANHOLE CATCH BASIN YARD/AREA LIGHT U.G. ELECIC NDUIT POWER POLE FIRE HYDRANT TELEPHONE RISER TELEPHONE MANHOLE LIGHT POLE UFF OFF VALVE ELECIC METER GAS METER GATE VALVE YARD BASIN CLEAN OUT CLEAN OUT WITH NC. EDGE OF WOODS/BRUSH DECIDUOUS EE/SHRUB NIFER EE/SHRUB PROPOSED SPOT ELEVATIONS VALUE IS APPRO. (MATCH E) NTOUR LINES TO REMAIN TO BE REMOVED SILT FENCE LIMITS OF WORK SAWCUT DAMRATH GROUP, LLC THIS DRAWING PYRIGHTED BY DAMRATH GROUP, LLC. THIS DRAWING MAY NOT BE PHOTOGRAPHED, ACED, OR PIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF DAMRATH GROUP, LLC. NOT PUBLISHED. REV DATE DESCRIPTION 4 03/06/15 REVIEW MMENTS 5 04/01/15 WCWRC SOIL EROSION MMENTS 6 05/08/15 FINAL ENGINEERING NOWATZKE UCK & AILER, INC WHITMORE LAKE RD. WHITMORE LAKE, MI (734) /05/15 PLANNING MISSION CHANGES A-1 ENANCE TO REMAIN A-2 OVERHEAD ELECIC (TYP.) A-3 UNDERGROUND ELECIC (TYP.) A-4 ITARY LINE (TYP.) A-5 WATER LINE (TYP.) A-6 AILER ORAGE A-7 ORM SEWER (TYP.) A-8 ROCK WALL A-9 ANSFORMER A-10 DETENTION POND A-11 WELL A-12 EIING DRIVE TO REMAIN S (SEE DAVID C. ADAMS & SON SURVEY NO DATED 9/18/14) C ' ' CANOPY (2,592 S.F.), LUMNS AND FOOTINGS. SEE NRUCTION IMPROVEMENT PLAN ON SHEET A-101 C ' 60.00' CANOPY (1,440 S.F.), LUMNS AND FOOTINGS. SEE NRUCTION IMPROVEMENT PLAN ON SHEET A-101 C-3 6" MONITORING WELL C-4 RELOCATED PROPANE TANK C-5 12 FT x 85 FT x 8" NCRETE TANK MAT (SEE PAVEMENT DETAIL SHEET) C-6 20,000 GALLON DOUBLE-WALL SPLIT UNDERGROUND ORAGE TANK. 4,000 GALLONS PREMINUM/16,000 REGULAR (SEE TANK DETAIL SHEET) C-7 30,000 GALLON DOUBLE-WALL UNDERGROUND DIESEL ORAGE TANK (SEE TANK DETAIL SHEET) C-8 WIDEN ROAD AND ADD LEFT TURN LANE. (SEE SHEET C-501) C-9 GASOLINE DISPENSER WITH CARD READER (SEE DISPENSE AND PIPING DETAILS SHEET) C-10 AUTOMOBILE MULTI-PRODUCT DISPENSER (3+1 GASOLINE/DIESEL) (SEE DISPENSER AND PIPING DETAILS SHEET) C-11 HEAVY DUTY BITUMINOUS PAVEMENT C-11A = 1,286 SF, C-11B = 2,473 SF, C-11C = 1,955 SF TOTAL = 5,714 SF, SEE SHEET C-300 & C-301 C-12 ACCESS TO THE NVENIENCE ORE MU MEET ALL APPLICABLE ADA REQUIREMENTS REGARDING VAN ACCESSIBLE PARKING SPACES AND DEDICATED ACCESS WAYS INTO THE BUILDING C-13 ECAVATE, REMOVE, LEGALLY DISPOSE OF APPROIMATELY 417 CUBIC YARDS FROM DETENTION POND (SEE SHEET C-301) PLANT NATIVE WETLAND PLANTINGS WITHIN DETENTION BASIN AREA (SEE LANDSCAPE PLAN) C-14 TANK VENT RISER (SEE DISPENSER AND PIPING DETAILS SHEET) C ' x 6.00' DISPENSER ISLAND TYP 7 PLACES (SEE DISPENSER AND PIPING DETAILS SHEET) C-16 U-SHAPED BOLLARD AT CANOPY LUMNS (SEE DISPENSER AND PIPING DETAILS SHEET) C FT x 108 FT x 6" NCRETE CANOPY MAT (SEE PAVEMENT DETAIL SHEET) C FT x 60 FT x 8" NCRETE CANOPY MAT (SEE PAVEMENT DETAIL SHEET) C-19 DIRECTIONAL PAVEMENT "LEFT TURN" MARKINGS. (SEE SHEET C-502) C-20 INALL INLET FILTERS (SEE DETAIL 1 ON SHEET C-500) C-21 DIMENSION NOL POINT. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE NORTH/SOUTH PROPERTY LINE ON EA SIDE OF THE SITE UNLESS OTHERWISE ATED. C-22 MAER/SATELLITE DISPENSER C-23 DUAL MAER DISPENSER C-24 PO MOUNTED VAN ACCESSIBLE PARKING SIGN C-25 NVERT APPRO. 2,285 S.F. OF EIING BLDG INTO NEW NVENIENCE ORE C-26 NEW ID SIGN (SEE SHEET C-504) C-27 INALL NEW TAPERS (SEE SHEET C-501) C-28 WIDEN PAVEMENT AND SHOULDER PER SHEET C-501 C-29 REWORK EIING DRIVEWAY PER MDOT DETAIL "M" (SEE SHEET C-505) C-30 NEW LANDSCAPING (SEE SHEET L-100) C-31 EMPLOYEE PARKING (12 SPACES) C-32 NOT USED C-33 NOT USED C-34 ORMWATER EATMENT RUCTURE. SEE DETAIL 1 ON SHEET C-507 C LF SLOTTED DRAIN (SEE SHEET C-506) C-36 ORM SEWER (SEE SHEETS C-300, C-301 AND C-400) C DIA. TYPE B CATCH BASIN PER DETAIL 2/C-507 C-38 MODIFY POND RISER IN PLACE PER DETAIL ON SHEET C WORKING DAYS ( TOLL FREE ) DATE: PROJECT NO.: DESIGNED BY: DRAWN BY: CHECKED BY: SITE PLAN SHEET NO. C /31/ JD BH JD
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