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01/12/2022 Item 6A, NorthPointe Garden Estates FP & Site Plan
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01/12/2022 Item 6A, NorthPointe Garden Estates FP & Site Plan
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SIGNING AND STRIPING NOTES <br />1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB <br />UNLESS OTHERWISE NOTED. <br />2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE <br />FOOTING AND STEEL CASING (IF REQUIRED). <br />3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. <br />4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH <br />SHALL BE 4" SOLID BLUE PAINT. <br />5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO <br />REFLECTIVITY AND INSTALLATION. <br />SITE DATA <br />PROPOSED ZONING: <br />TOTAL AREA: <br />HARD SURFACE AREA: <br />BUILDING: <br />GARAGE: <br />PAVEMENT: <br />TOTAL: <br />PERVIOUS SURFACE AREA: <br />PUD <br />196,177 SF <br />36,677 SF 19% <br />2,332 SF 1% <br />47,337 SF 24% <br />86,346 SF 44% <br />109,831 SF 56% <br />PARKING SUMMARY <br />SIGN SCHEDULE (PER MMUTCD,) <br />HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") STANDARD SURFACE STALLS 62HANDICAP SURFACE STALLS 2 <br />© NO PARKING SIGN: R8-3a (12"x 18") INTERIOR GARAGE STALLS 72 ��- <br />DETACHED GARAGE STALLS 9 <br />TOTAL STALLS 145 <br />' 30 <br />j' <br />10 <br />2 <br />/ 1 <br />' 7 W <br />' 5 FT. <br />3 <br />0. 9 CONCRETE <br />' WALK <br />6 <br />/ Q <br />PARKING <br />GARAGE <br />ENTRANCE 1?a <br />4 <br />STORMWATER / �0 5 FT. U' P <br />' POND RETE <br />CD <br />WALK <br />(EXISTING) � / %, <br />a <br />PROPOSED 4-STORY <br />8;� a 72-UNIT APARTMENT <br />\ a <br />BUILDING <br />CIO <br />\ y 7 �. <br />N, 77 ,a 4 13 2 <br />// <br />Rim=915.5 - <br />911.7 --- <br />\ 12" RCP ' -908.7 - - --- a , <br />1 ->\i ' Inv.(SumP)- --- \ R <br />-- 5 1,3 3 9 <br />--- ---- --- --- ---- -- N T Yp <br />\ \ _ --- <br />-- ---- ---- <br />\�\ \\�°= 6 �06 SHALL s N R2 0 00 <br />/ d <br />RO 9, <br />PRAGE �'0 18 rYp <br />Inv.=9 -.6 ^ 4 �2 <br />\-(Per As -built <br />plan, Field Verify) 9 �� 18 / <br />\ u 15 Q� P <br />IV 1 _ ❑ 9 <br />03 <br />9 <br />3 \ <br />1 <br />i <br />w ;� WETLAND <br />LEGEND <br />I <br />' <br />EXISTING PROPOSED <br />I <br />PROPERTY LINE <br />-- <br />e' ' <br />EASEMENT LINE <br />BITUMINOUS PAVEMENT <br />7L---------L <br />CONCRETE WALK <br />CURB LINE <br />SANITARY SEWER <br />- > >- <br />\ x / <br />STORM SEWER <br />»� <br />/a <br />WATER MAIN <br />FENCE <br />x x <br />FLOODPLAIN <br />fp <br />WETLAND <br />--- <br />GATE VALVE <br />x <br />STORMWATER <br />HYDRANT <br />HYD <br />POND <br />MANHOLE <br />O <br />(EXISTING) <br />° <br />LIGHT POLEX <br />sMH <br />/ <br />SIGN <br />u <br />i <br />° <br />5 FT. <br />CONCRETE / <br />WALK <br />/ <br />/ <br />/ <br />1 / <br />/ <br />/ <br />/ <br />25 ° <br />/ <br />/ <br />/ <br />/ <br />/ <br />12 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />1 10 /x <br />k i <br />/ <br />// i <br />/ <br />/ <br />�32.7 i <br />/ <br />/ <br />/ <br />x / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />10 <br />/ <br />/ <br />1 / <br />/ <br />R15 <br />Rag / <br />Ali <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ " J <br />N <br />/ c <br />a / � <br />/ <br />0 15 30 60 <br />(IN FEET) <br />° BENCHMARKS <br />TOP NUT HYDRANT LOCATED ON THE NORTH <br />SIDE OF CHESTNUT STREET, t135 FEET <br />i SOUTHWEST OF THE INTERSECTION OF 21ST <br />/ <br />AVE SOUTH AND CHESTNUT STREET. <br />/ <br />i ELEVATION = 924.81 (NAVD 88) <br />SITE PLAN NOTES <br />1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. <br />2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. <br />3. TYPICAL PARKING STALLS ARE 9' X 18', UNLESS OTHERWISE NOTED. <br />4. TYPICAL DRIVE LANES ARE 25', UNLESS OTHERWISE NOTED. <br />5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. <br />TRUNCATED DOMES ARE NOT REQUIRED. <br />6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD <br />VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR <br />TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM <br />THE PLAN. <br />7. SAWCUT ALL JOINTS WHERE CURB AND GUTTER IS TO BE REMOVED. <br />8. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL <br />PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION <br />JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE <br />FOLLOWING REQUIREMENTS: <br />CONTROL JOINT MAX. SPACING: WALKS-8' O.C. <br />ALL OTHERS-10' O.C. <br />SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. <br />EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. <br />*ALL OTHERS-40' O.C. <br />*AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS <br />AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN <br />EXPANSION JOINT SHALL BE PROVIDED. <br />DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. <br />SITE PLAN KEYNOTES <br />1. LANDSCAPE AREA. SEE LANDSCAPE PLAN. <br />2. 4" CONCRETE WALK. <br />3. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. <br />4. PEDESTRIAN CURB RAMP. <br />5. LIGHT POLE & BASE (TBD). <br />6. MONUMENT SIGN (PER ARCHITECTURAL PLAN). PROVIDE <br />ELECTRIC TO SIGN. <br />7. ELECTRIC TRANSFORMER (TBD). <br />8. FIRE PIT. <br />9. 3' TAPER OUT CURB. <br />10. DOG PARK. <br />11. 3.5 FT. VINYL COATED CHAIN -LINK FENCE. PROVIDE SINGLE <br />GATE AT CONCRETE SLAB. <br />12. MODULAR BLOCK RETAINING WALL. <br />13. FLUSH CURB. <br />14. SCREENED GAZEBO. <br />15. DRIVE UNDER CANOPY. <br />16. 5'X8' 4" CONCRETE PAD FOR BENCH. <br />J <br />Q <br />0 <br />Z W <br />U <br />WZO <br />Z <br />Z <br />Z W DC <br />i <br />U <br />7 Ix 5: <br />w <br />x <br />Z <br />W U) W <br />J <br />0 <br />m <br />J <br />z <br />o� <br />Q <br />O <br />U <br />O Z <br />LU <br />t: <br />rn <br />n <br />� <br />N <br />ui <br />Z <br />co <br />w <br />14 <br />° <br />Ito <br />w <br />x <br />x <br />Q <br />�i <br />o <br />LL <br />O <br />V gem <br />ci <br />LU14 <br />= <br />a <br />Ni <br />M <br />LU <br />`W <br />r <br />Q <br />W <br />Z <br />Z <br />LU <br />O <br />U-)a <br />o� <br />°C <br />a <br />Q <br />LU <br />C7 <br />\ <br />0 <br />�••� <br />W <br />_�e <br />(n <br />J <br />ZO <br />FBI <br />C: <br />J <br />a <br />0 <br />Z <br />J <br />J <br />00 <br />(n M <br />N v <br />�z <br />LUQ <br />� <br />L <br />� � <br />a <br />J <br />U-) <br />0r'-14-J <br />rl <br />ro <br />FBI <br />J <br />REVISIONS <br />1. <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />12/10/21 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am a duly <br />Licensed Professional <br />Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, <br />P.E. <br />Signature: <br />Date: 12/10/21 License <br />#: 45889 <br />C3 <br />of <br />9 <br />0 <br />
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