GRAND ARBOR RESERVE GRAND ARBOR RESERVE, LLC ULIAN KISSIOV D'ONOFRIO KOTTKE & ASSOC., INC.
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1 GRAND ARBOR RESERVE BIRCHWOOD POINT, LOT MINERAL POINT ROAD MADISON, WISCONSIN GRAND ARBOR RESERVE, LLC 6417 ODANA RD MADISON, WISCONSIN CONTACT: DAN SCHMIDT PHONE: FAX: ULIAN KISSIOV 476 PRESIDENTIAL LANE MADISON, WISCONSIN PHONE: LOCATION MAP SHEET INDEX: NORTH UNIT MIX: D'ONOFRIO KOTTKE & ASSOC., INC WESTWARD WAY MADISON, WISCONSIN CONTACT: DAN DAY PHONE: T AUGUST 04, 2014
2 ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI BUILDING B BUILDING A BUILDING A S/W - COLORS BUILDING B EXTERIOR FINISH MATERIALS *ROOF - ARCHITECTURAL ASPHALT SHINGLES A-0
3 PROPERTY LINE CONCRETE CURB & GUTTER EXISTING CONTOUR SANITARY SEWER WATER MAIN U:\User\ \Drawings\Base.dwg, 8/4/2014 6:25:54 PM
4 SIGN PROPERTY LINE 18" CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL CURB STOP 2" STEEL POST WITH H.C. SIGN DETECTABLE WARNING FIELD DETECTABLE WARNING FIELD CURB STOP 2" STEEL POST WITH H.C. SIGN 4 STEPS 3 STEPS 5 STEPS (12) BICYCLE PARKING STALLS 5 STEPS CONSTRUCT COMMERCIAL DRIVE ENTRANCE PER CITY OF MADISON SPECIFICAITONS 5 STEPS 4 STEPS 2 STEPS 1 STEP U:\User\ \Drawings\Base.dwg, 8/5/ :04:58 AM
5 PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION EP - EDGE OF PAVEMENT FG - FINISHED GRADE SW - SIDEWALK TW - TOP OF WALL (GROUND ELEVATION) BW - BOTTOM OF WALL (GROUND ELEVATION) RIM - INLET RIM SILT FENCE PROPOSED BUILDING PROPOSED RETAINING WALL GRADING AND EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE WISCONSIN DNR TECHNICAL STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THESE STANDARDS. 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY SITE WORK, INCLUDING GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIALS AS SHOWN ON PLAN. MODIFICATIONS TO SEDIMENT CONTROL DESIGN MAY BE CONDUCTED TO MEET UNFORESEEN FIELD CONDITIONS IF MODIFICATIONS CONFORM TO WDNR TECHNICAL STANDARDS. PROVIDE SILT FENCE AS SHOWN 3. EROSION CONTROL MEASURES INDICATED ON THE PLANS SHALL BE CONSIDERED MINIMUMS. IF DETERMINED NECESSARY DURING CONSTRUCTION THE COUNTY OR TOWN WILL REQUIRE ADDITIONAL MEASURES TO BE INSTALLED TO PREVENT SEDIMENT FROM LEAVING THE SITE. 4. INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE ROUTINE (ONCE PER WEEK MINIMUM) TO ENSURE PROPER FUNCTION OF EROSION CONTROLS AT ALL TIMES. EROSION CONTROL MEASURES ARE TO BE IN WORKING ORDER AT THE END OF EACH WORK DAY. 5. INSPECT EROSION CONTROL MEASURES AFTER EACH 1/2" OR GREATER RAINFALL. REPAIR ANY DAMAGE OBSERVED DURING THE INSPECTION. 6. NO SITE GRADING OUTSIDE OF THE LIMITS OF DISTURBANCE 7. EROSION CONTROL MEASURES SHALL BE REMOVED ONLY AFTER SITE CONSTRUCTION IS COMPLETE WITH ALL SOIL SURFACES HAVING AN ESTABLISHED VEGETATIVE COVER 8. INSTALL INLET PROTECTION IN ALL STORM SEWER INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF FROM DISTURBED AREAS 9. CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1 10.SLOPES EXCEEDING 4:1 SHALL BE STABILIZED WITH CLASS I, TYPE B EROSION MATTING AND ALL DRAINAGE SWALES SHALL BE STABILIZED WITH CLASS II, TYPE B EROSION MATTING. 11. ALL INCIDENTAL MUD TRACKING OFF-SITE ONTO ADJACENT PUBLIC THOROUGHFARES SHALL BE CLEANED UP AND REMOVED BY THE END OF EACH WORKING DAY USING PROPER DISPOSAL METHODS. 12. ANY DISTURBED AREA THAT REMAINS INACTIVE FOR GREATER THAN 7 DAYS SHALL BE STABILIZED WITH TEMPORARY STABILIZATION METHODS SUCH AS TEMPORARY SEEDING, SOIL TREATMENT, EROSION MATTING, OR MULCH 13.PREVENT EXCESSIVE DUST FROM LEAVING THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 14.INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF STOCKPILES. PROVIDE STONE CONSTRUCTION ENTRANCE 15. AT A MINIMUM ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL FERTILIZER, SEED AND MULCH. SEE MIXTURE SHALL BE WISCONSIN DOT SEED MIX #40 OR EQUIVALENT APPLIED AT A RATE OF 5 POUNDS PER 1000 SQFT ON ALL DISTURBED AREAS. ANNUAL RYEGRASS AT A RATE OF POUNDS PER 1000 SQFT SHALL BE ADDED TO THE MIXTURE. FERTILIZER SHALL BE PLACED PER A SOIL TEST. SEE LANDSCAPE PLAN FOR A MORE DETAILED PLANTING PLAN AND LANDSCAPE DETAILS. 16.DEWATERING, IF APPLICABLE, SHALL BE CONDUCTED PER WDNR STORM WATER MANAGEMENT TECHNICAL STANDARD U:\User\ \Drawings\Base.dwg, 8/5/ :06:11 AM
6 PROPERTY LINE 18" CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATER MAIN/LATERAL PROPOSED HYDRANT 2X3 INLET 48" MANHOLE 2X3 INLET 2X3 INLET 2X3 INLET 48" MANHOLE PROPOSED 6" SANITARY LATERAL PROPOSED 6" WATER SERVICE ENDWALL IE = PROPOSED HYDRANT 48" MANHOLE 2X3 INLET PROPOSED 6" SANITARY LATERAL PROPOSED 6" WATER SERVICE U:\User\ \Drawings\Base.dwg, 8/5/ :07:21 AM
7 FILL 4.5' WOOD OR STEEL POST FILTER FABRIC Signage as required Light gauge metal post 4"Ø steel post filled with concrete 3" DIA. CLEAR STONE REQ'D. Augered hole filled with concrete STONE TRACKING PAD DETAIL ORIGINAL GROUND ANCHOR FABRIC 6" DEEP 6" 3"R 2 1/2" R SILT FENCE DETAIL ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE 3/4" / FT 13" 7-3/4" 4" COMPACTED CRUSHED AGGREGATE 18" CURB & GUTTER DETAIL 5" THICK CONCRETE SIDEWALK 1" TOOLED RADIUSED EDGE BITUMINOUS PAVING SURFACE MOUNTED WITH CIRCULAR BASES MAINTAIN CURB HEAD HEIGHT 6" INVERTED "U" TYPE BICYCLE RACK 12" 13" 6" 3/4" / FT 3"R 2 1/2" R 2 - #4 CONTINUOUS REBARS 4" COMPACTED SAND OR GRAVEL BASE 1'-0" STAINLESS STEEL ANCHOR BOLTS WITH TAMPERPROOF TOPS 7" GENERAL NOTES: - PROVIDE 1/4" PER FOOT CROSS SLOPE ACROSS WALK 4" COMPACTED CRUSHED AGGREGATE 18" - PROVIDE TOOLED +/- 5'-0" O.C. CURB & GUTTER DETAIL 3.5" BITUMINOUS PAVEMENT (1 3/4" SURFACE COURSE) (1 3/4" BINDER COURSE) BIKE RACK DETAIL NOT TO SCALE U:\User\ \Drawings\Base.dwg, 8/5/ :57:48 AM
8 PROPERTY LINE 18" CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL AERIAL ACCESS AERIAL ACCESS FIRE LANE FIRE LANE U:\User\ \Drawings\Base.dwg, 8/5/ :23:11 AM
9 LANDSCAPE REQUIREMENTS SUMMARY M I N E R A L P O I N T R O A D LANDSCAPED BERM LAWN SEED LANDSCAPED BERM DEVELOPED AREA REQUIREMENT: 5 PTS PER 300 SQ FT OF DEVELOPED AREA DEVELOPED AREA = 31,890 SQ FT POINTS REQUIRED = 532 POINTS POINTS PROVIDED = 4,372 POINTS STREET FRONTAGE REQUIREMENT: 1 OVERSTORY TREE OR 2 EVERGREEN & 5 SHRUB PER 30 LF LOW GROWING PRAIRIE SEED MINERAL POINT ROAD FRONTAGE = 428 FT PLANTS REQUIRED = 14 OVERSTORY TREES OR 28 EVERGREEN TREES 72 SHRUBS PLANTS PROVIDED = 2 OVERSTORY TREES 25 EVERGREEN TREES 73 SHRUBS LANDSCAPED BERM SHEET L101 SHEET L102 SUGAR MAPLE LANE FRONTAGE = 58 FT PLANTS REQUIRED = 1 OVERSTORTY TREES OR 4 EVERGREEN TREES 10 SHRUBS PLANTS PROVIDED = 1 OVERSTORY TREES 4 EVERGREEN TREES 11 SHRUBS LAWN SEED OFFICE / VESTIBULE LAWN SEED BUILDING A S U G A R M A P L E L A N E RUSTLING BIRCH ROAD FRONTAGE = 135 FT PLANTS REQUIRED = 5 OVERSTORY TREES OR 10 EVERGREEN TREES 23 SHRUBS PLANTS PROVIDED = 0 OVERSTORY TREES 8 EVERGREEN TREES 24 SHRUBS PARKING LOT LANDSCAPING REQUIREMENT: REQUIRED LANDSCAPED AREA = 8% OF DEVELOPED LOT= 2,552 SQ FT AREA PROVIDED = 3,542 SQ FT PLANT REQUIREMENT = 1 OT PER 160 SQ FT OF REQ'D AREA = 16 OT PLANTS PROVIDED = 16 OT PLANTING SCHEDULE LAWN SEED LOW GROWING PRAIRIE SEED PROPOSED HYDRANT BUILDING B LAWN SEED SHEET L101 SHEET L102 R U S T L I N G B I R C H R O A D SITE LANDSCAPE PLAN - GENERAL NOTES 1. CONTACT DIGGER'S HOTLINE 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE PRIVATE UTILITIES PRIOR TO THE START OF WORK. 3. ALL LANDSCAPE BEDS SHALL CONTAIN A 3" DEPTH OF SHREDDED HARDWOOD CONTAINED BY LANDSCAPE EDGING. 4. LANDSCAPE EDGING SHALL BE 3/16" x 4" ALUMINUM EDGING. 6. ALL TREES IN TURF AREAS SHALL HAVE A 5' DIAMETER CIRCLE OF 3" DEPTH SHREDDED HARDWOOD BARK MULCH CONTAINED BY LANDSCAPE EDGING. 7. ALL GENERAL TURF AREAS SHALL BE FINISH GRADED, AND SODDED OR SEEDED PER THE PROJECT MANUAL. 8. ALL GENERAL LANDSCAPE AREAS SHALL HAVE A MINIMUM 6" COMPACTED DEPTH OF TOPSOIL. 9. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE CITY OF MADISON ZONING ORDINANCE.
10 (5) VDC (7) RT (3) PGD (2) CSI SITE LANDSCAPE PLAN - GENERAL NOTES LOW GROWING PRAIRIE SEED (7) POS (5) PS (5) COB (3) AC (1) PGD (1) CO SHEET L101 SHEET L CONTACT DIGGER'S HOTLINE 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE PRIVATE UTILITIES PRIOR TO THE START OF WORK. 3. ALL LANDSCAPE BEDS SHALL CONTAIN A 3" DEPTH OF SHREDDED HARDWOOD CONTAINED BY LANDSCAPE EDGING. 4. LANDSCAPE EDGING SHALL BE 3/16" x 4" ALUMINUM EDGING. 6. ALL TREES IN TURF AREAS SHALL HAVE A 5' DIAMETER CIRCLE OF 3" DEPTH SHREDDED HARDWOOD BARK MULCH CONTAINED BY LANDSCAPE EDGING. 7. ALL GENERAL TURF AREAS SHALL BE FINISH GRADED, AND SODDED OR SEEDED PER THE PROJECT MANUAL. 8. ALL GENERAL LANDSCAPE AREAS SHALL HAVE A MINIMUM 6" COMPACTED DEPTH OF TOPSOIL. 9. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE CITY OF MADISON ZONING ORDINANCE. (3) VDC (5) RT PLANTING SCHEDULE LANDSCAPE EDGING TYP BOTTOM OF BERM (3) RT (5) POS (5) COB LAWN SEED (3) HV (3) AC (1) AGA (1) TA (6) VDC MATCHLINE (2) TOS (5) RA (1) SM (6) CAK (3) RP (2) HV (1) TOS (1) HV (3) CAH (1) RT (3) DCN (5) RP (2) RT SHEET L101 SHEET L102 LOW GROWING PRAIRIE SEED (7) DL (3) DL (1) CC (2) TOS (1) TOS (3) CAH (6) CAK (1) TOS (3) TMT (3) DCN BUILDING B (1) TOS (3) CAK (3) FGM (1) JSW (6) SH (3) TOR (3) SS (2) SM (5) RA (3) AC (8) RT (6) SH (1) JSW (3) WR (3) SS (3) CPG (6) CAK (1) JSW (3) HK (3) SS (3) SS (3) CPG (6) CAK (1) JSW (3) WR (3) CPG (6) SH (1) HK (1) CC MATCHLINE R U S T L I N G B I R C H R O A D
11 SITE LANDSCAPE PLAN - GENERAL NOTES SHEET L101 SHEET L102 (3) RP (1) HV (4) RA (5) CSI (1) AC (1) UNH BY CITY 1. CONTACT DIGGER'S HOTLINE 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE PRIVATE UTILITIES PRIOR TO THE START OF WORK. 3. ALL LANDSCAPE BEDS SHALL CONTAIN A 3" DEPTH OF SHREDDED HARDWOOD CONTAINED BY LANDSCAPE EDGING. 4. LANDSCAPE EDGING SHALL BE 3/16" x 4" ALUMINUM EDGING. 6. ALL TREES IN TURF AREAS SHALL HAVE A 5' DIAMETER CIRCLE OF 3" DEPTH SHREDDED HARDWOOD BARK MULCH CONTAINED BY LANDSCAPE EDGING. 7. ALL GENERAL TURF AREAS SHALL BE FINISH GRADED, AND SODDED OR SEEDED PER THE PROJECT MANUAL. 8. ALL GENERAL LANDSCAPE AREAS SHALL HAVE A MINIMUM 6" COMPACTED DEPTH OF TOPSOIL. 9. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE CITY OF MADISON ZONING ORDINANCE. PLANTING SCHEDULE (1) SM (1) UNH BY CITY (1) TMH (1) SM (8) HS (1) TMH (3) HME LAWN SEED (5) CAK (3) DCN (1) TA (3) TOR (6) EH (3) PVS (3) TOR (1) GBP BY CITY (1) AGA (1) TMH (3) CAH (6) EH (1) TMH (3) HK MATCHLINE (2) HV (3) HV (3) CAK (3) DCN (3) TOR (6) EH (1) TMH (5) RP BUILDING A (3) PVS (3) TOR (6) EH (1) TMH (3) CAH (1) GBP BY CITY OFFICE / VESTIBULE (6) EH (5) DL (1) POS (3) FGM (1) TMH (3) DCN (3) PVS (3) TOR (1) GBP BY CITY (3) TMT (1) WR (6) HS (1) WR (2) RT (6) HS (1) TMH (3) HME (5) RA (1) AFC BY CITY MATCHLINE (1) SM (6) SH (3) PVS (3) CPG (3) WR (1) JSW (6) CAK (1) JSW (3) HK (2) SM (3) PVS (3) CPG (1) AFC BY CITY SHEET L102 (1) AGA SHEET L101 (1) AGA (5) SM (1) PCA LAWN SEED (3) SH (3) JSM (1) CC (3) HS (1) GBP BY CITY (1) GBP BY CITY
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15 GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI OVERALL NORTH FAÇADE OVERALL SOUTH FAÇADE ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: A-4
16 GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI BUILDING A - NORTH FAÇADE BUILDING A - EAST FAÇADE ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: A-5
17 GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI BUILDING A - SOUTH FAÇADE BUILDING A - WEST FAÇADE ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: A-6
18 GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI BUILDING B - EAST FAÇADE BUILDING B - SOUTH FAÇADE ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: A-7
19 GRAND ARBOR RESERVE PROJECT: MINERAL POINT ROAD, MADISON, WI GRAND ARBOR RESERVE, LLC CLIENT: 6417 ODANA RD, MADISON, WI BUILDING B - WEST FAÇADE BUILDING B - NORTH FAÇADE ULIAN KISSIOV ARCHITECT 476 PRESIDENTIAL LN MADISON, WI PHONE: A-8
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