ENGINEERED CONSTRUCTION, INC. 525 Commerce Parkway, Verona, WI 53593 p608.845.7930 f608.845.5648 engineeredconstruction.com
6515 Grand Teton Plaza, Suite 120, Madison,consin Wis 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com Beale Enterprises LLC 529 Commerce Parkway Verona, WI 53593
Architecture : Dimension IV − Madison Design Group 6515 Grand Teton Plaza, Suite 120, Madison, WI 53719 p: 608.829.4444 www.dimensionivmadison.com General Engineered Construction, Inc. Contractor: 525 Commerce Parkway, Verona, WI 53593 p: 608.845.7930 engineeredconstruction.com
PROJECT/BUILDING DATA: CODE INFORMATION SUMMARY:
NEW 1 STORY BUILDING APPLICABLE CODE 2009 WISCONSIN COMMERCIAL BUILDING CODE BUILDING AREAS 2009 INTERNATION BUILDING CODE TOTAL BUILDING AREA = 8,525SF FIRST FLOOR AREA = 8,125 SF CONSTRUCTION TYPE MEZZANINE FLOOR AREA = 400 SF TYPE VB = 1 STORY BUILDING
PARKING COUNTS OCCUPANCY ARCHITECTURAL ABBREVIATIONS LEGEND TOTAL PARKING SPACES = 6 S1 - STORAGE (PRIVATE GARAGE) FIRE SPRINKLER + - AND FIN - FINISH PREFAB - PREFABRICATED BUILDING IS NON SPRINKLERED @ - AT FLR - FLOOR PERIM - PERIMETER AB - ANCHOR BOLT FND - FOUNDATION PC - PLUMBING CONTRACTOR AFF - ABOVE FINISH FLOOR FOM - FACE OF MASONRY P/C - PRECAST / PRESTRESSED FIRE RESISTANCE RATING BUILDING ELEMENTS RENDERING IS REPRESENTATIVE ONLY - SEE DOCUMENTS FOR ALL BUILDING INFORMATION LIST OF DRAWINGS ALT - ALTERNATE FOS - FACE OF STUD P/T - POST TENSIONED STRUCTURAL FRAME (COLUMNS & BEAMS) = 0 HOUR ALUM - ALUMINUM FTG - FOOTING PT - PRESSURE TREATED PROJECT PERSPECTIVE BEARING WALLS (EXTERIOR AND INTERIOR) = 0 HOUR ARCH - ARCHITECT / ARCHITECTURAL FUT - FUTURE NON-BEARING WALLS (EXTERIOR) = SHEET FV - FIELD VERIFY R - RADIUS 0 HOUR < 30' TO PROPERTY LINE BRD - BOARD RD - ROOF DRAIN NO RATING > 30' TO PROPERTY LINE NO. SHEET NAME BLK - BLOCK (CMU) GA - GAUGE REINF - REINFORCING FLOOR = 0 HOUR BOT - BOTTOM GALV - GALVANIZED REQD - REQUIRED ROOF = 0 HOUR GB - GRAB BAR RM - ROOM GENERAL CB - CATCH BASIN GC - GENERAL CONTRACTOR ALLOWABLE AREA AND HEIGHT SUMMARY G0.1 COVER SHEET CIP - CAST-IN-PLACE GYP - GYPSUM SCHED - SCHEDULE ALLOWABLE AREA = 9,000 SF CJ - CONSTRUCTION JOINT SHT - SHEET ALLOWABLE HEIGHT = 1 STORIES CL - CENTERLINE HC - HVAC ONTRACTOR SIM - SIMILAR STRUCTURAL CLG - CEILING HM - HOLLOW METAL SOG - SLAB ON GRADE - 3 CIVIL DETAIL GRID LINE 1 REVISION NUMBER CLJ - CONTROL JOINT HORIZ - HORIZONTAL SPEC - SPECIFICATION NUMBER - AND CLOUD C100 SITE PLAN CLR - CLEAR DISTANCE HT - HEIGHT SQ - SQUARE CMU - CONCRETE MASONRY UNIT HVAC - HEATING, VENTILATION & AIR CONDITIONING SS - STAINLESS STEEL SHEET C200 GRADING & EROSION CONTROL PLAN CO - CASED OPENING HR - HOUR STL - STEEL NUMBER C201 DETAIL GRADING PLAN
COL - COLUMN STR - STRUCTURAL DETAIL 111 ID REFERENCE 4A FLOOR CONC - CONCRETE - INSIDE DIAMETER DOOR 100'-0" C300 UTILITY PLAN I.F. THK . ELEVATION CONT - CONTINUOUS - INSIDE FACE - THICKNESS NUMBER CU - CUBIC INSUL - INSULATION TOL - TOP OF LEDGE ELEVATION MARKER C400 SITE DETAILS INT - INTERIOR TOP - TOP OF PIER ELEVATION KEYNOTE DBL - DOUBLE TP - TOILET PAPER DISPENSER WALL - - WALL TYPE INTERIOR MARKER DF - DRINKING FOUNTAIN JBE - JOIST BEARING ELEVATION TS - (SEE HIGH STRENGTH STEEL TYPES LANDSCAPING DESIGNATION ELEVATIONS DIM - DIAMETER JT - JOINT TYP DESIGNATION) 4A S 1 WALL SECTION/ L100 LANDSCAPE PLAN - DOWN TOW - TYPICAL SOUND - - - - DN DETAIL L - TOP OF WALL ELEVATION INSULATION (IF SHEET DS - DOWN SPOUT - STEEL ANGLE DESIGNATION - REFERENCE DTL - DETAIL LAM - LAMINATE UL APPLICABLE) NUMBER WALL RATING ARCHITECTURAL DWG - DRAWING LVL - LAMINATED VENEER LUMBER UNO - UNDERWRITERS LAB - (IF APPLICABLE) ELEVATION DETAIL / SECTION - UNLESS NOTED OTHERWISE NUMBER EXISTING PROPERTY LINE A1.1 FIRST FLOOR PLAN NUMBER EA - EACH MAX - MAXIMUM VB - EC - ELECTRICAL CONTRACTOR MBW - MASONRY BEARING WALL VERT - VAPOR BARRIER - BUILDING A2.0 EXTERIOR ELEVATIONS EIFS - EXTERIOR INSULATION FINISH SYSTEM MFG - MANUFACTURER VIF - VERTICAL - - SECTION NEW PROPERTY LINE, SEE EL - ELEVATION MIN - MINIMUM - VERIFY IN FIELD ROOM NAME REFERENCE ARCHITECTURAL SITE PLAN 101 ELEV - ELEVATOR MO - MASONRY OPENING W SHEET NUMBER ELECTRICAL ENG - ENGINEER MTL - METAL W/ - WIDTH E0.1 PHOTOMETRIC PLAN EQ - EQUAL W/O - WITH H STRUCTURAL - PROJECT LOCATION EXIST - EXISTING NIC - NOT IN CONTRACT WC - WITHOUT ELEVATION 1t WINDOW TYPE GRIDLINE E0.2 LIGHTING LAYOUT EXP - EXPANSION NOM - NOMINAL WD - WATER CLOSET REFERENCE REFERENCE EXT - EXTERIOR NTS - NOT TO SCALE WRB - WOOD NO - NUMBER WWF - WEATHER RESISTANT BARRIER - FD - FLOOR DRAIN - WELDED WIRE FABRIC FND - FOUNDATION OC - ON CENTER FE - FIRE EXTINGUISHER OD - OUTSIDE DIAMETER ARCHITECTURAL SYMBOLS LEGEND NORTH FEC - FIRE EXTINGUISHER CABINET O.F. - OUTSIDE FACE VICINTY MAP FF - FINISH FLOOR OH - OVERHEAD 1/8" = 1'-0" OPCI - OWNER PROVIDED, CONTRACTOR INSTALLED SITE PLAN REVIEW OPOI - OWNER PROVIDED, OWNER INSTALLED OPNG - OPENING OPP - OPPOSITE PROJECT # 17121 10/12/2017 G0.1 BIORETENTION 52.31' DISTURBANCE LIMITS APPROXIMATE SITE BASIN NO. 1 MAN DOOR 5'X5' CONCRETE STOOP AT 71.14' 24.33' PROPOSED BUILDING PICKUP. 8" THICK PORTLAND 10'X10' CONCRETE PAD FOR TRASH CEMENT OVER 4" BASE. PAD. 8" THICK PORTLAND ENCLOSED 10'X10' DUMPSTER CEMENT OVER 4" BASE.
X 8,125 SF
LINE. RESTORE WITH TOPSOIL AND BASE MATERIAL AND EXISTING PAVEMENT AND 5-FEET FROM THE PROPERTY SEED FROM THIS LINE SAWCUT AND REMOVE
X X ADA STALL SIGN 8'X18' STRIPED LANDING AREA 8'X18' ADA VAN STALL WITH AN 5.0' 32.0' 12.43' BIORETENTION
AC BASIN NO. 2 75.21' AC 27.0' 24.0' 25.0' 48.0'
COMMERCE PARKWAY REQUIREMENTS. COMMERCIAL ENTRANCE PER
THE CITY OF VERONA BM - 1 - BM GENERAL NOTES 1. 6. 5. 3. 2. 4. LEGEND (PROPOSED) EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VERONA STANDARDS FOR PUBLIC WORKS BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR CONSTRUCTION SO THAT IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS CONSTRUCTION. CLARIFICATION OR REDESIGN MAY OCCUR. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & WORK WITHIN CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. CONSTRUCTION. CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO THE OWNER OR CONTRACTOR FROM APPROVED CONSTRUCTION PLANS THAT MAY RESULT WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE CITY'S LAND IF REQUIRED. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND SITE INFORMATION BLOCK: PERCENT IMPERVIOUS WITHIN DISTURBANCE LIMITS: 39.1% IMPERVIOUS SURFACE AREA WITHIN DISTURBANCE LIMITS: 12,808 DISTURBANCE LIMITS: 32,750 SQ. FT. NEW IMPERVIOUS SURFACE AREA: 12,808 SQ.FT. EXISTING IMPERVIOUS SURFACE AREA: 5,075 SQ.FT. MINIMUM DRIVEWAY THROAT LENGTH: 25-FEET NUMBER OF STALLS DESIGNATED ACCESSIBLE: 0 LARGEST WORK SHIFT PARKING REQUIREMENT: ONE SPACE PER EACH EMPLOYEE ON THE USE OF PROPERTY: INDUSTRIAL SQ.FT. SETBACKS: SITE ACREAGE: 43,665 SF (1.00 AC) SITE ADDRESS: 529 COMMERCIAL PARKWAY TOTAL NUMBER OF PARKING STALLS: 5 ZONING: URBAN INDUSTRIAL (UI) PAVED: 4,683 SQ.FT. ROOFTOP: 8,125 SQ.FT. PAVED: 5,075 SQ.FT. ROOFTOP: 0 SQ.FT. PAVEMENT REAR YARD: 20-FEET FRONT YARD: 25-FEET BUILDING STREET: 10-FEET SIDE AND REAR YARD: 5-FEET SIDE YARD: 10-FEET ZONING CODE SECTIONS 13-1-57, 13-1-92, 13-1-283 FUTURE: 0 SQ.FT. ADDITION: 0 SQ.FT. BUILDING FOOTPRINT EASEMENT PROPERTY BOUNDARY (PER RECORD) STORMWATER TREATMENT FACILITY CONCRETE PAVEMENT GRADING LIMITS ASPHALT PAVEMENT Hearing Impaired TDD (800) 542-2289
BEALE ENTERPRISES LLC C100 CITY OF VERONA, DANE COUNTY, WI NOTE: SLOPES LESS THAN 5% DO NOT REQUIRE COVER THROUGHOUT ALL SLOPES 5% OR GREATER SHALL BE TEMPORARY SEEDED, ALL SLOPES GREATER THAN 4:1 SHALL HAVE EROSION MATTING OR
MULCHED, OR OTHER MEANS OF COVER PLACED ON THEM WITHIN DISTURBANCE. 1.5 MONTHS OF DISTURBANCE. CONSTRUCTION UNLESS OTHERWISE SPECIFIED BY THE CITY OF VERONA OR SIGNIFICANT EROSION IS VISIBLE. TEMPORARY SEED AND MULCH WITHIN 2 WEEKS OF
949
950 951
EXTENDING 20' FROM THE STORM REINFORCEMENT MATTING PLACE RIPRAP OR CLASS III TURF OUTLOT. OUTLETS INTO THE ADJACENT
952
953
954 955
MATTING OVER THE WIER FROM PROVIDE PERMANENT CLASS III, 5-FOOT WIDE = 967.75 OVERFLOW WEIR: THE PROPERTY LINE. THE BOTTOM OF POND TO TYPE B TURF REINFORCEMENT TOP OF POND = 968.00
956
957
958
959
960
965
970 975
975
966 STM STM 981
BIORETENTION STM
970 BASIN NO. 1 980 STMperf NOTES NO. 12 REQUIRED PER GRADING RESTORATION NOTES NO. 12 PER GRADING SEEDING AND EROSION MATTING REQUIRED SEEDING AND RESTORATION SWALE. EROSION MATTING 2-FOOT WIDE BOTTOMED
968 STM 979 4:1 SLOPES IN THIS AREA.
9 9
6
6 7
6 9
6 978 5 968 969 977 970 STM 9 6 976
7 971
975 969 STM 975 975
974 974
STM
970
975 979
980 STM 973
973 972
STM
972 STM
PROPOSED BUILDING 976
971 1062. REMOVE FOLLOWING SITE PER WDNR TECHNICAL STANDARD DITCH CHECKS WITHIN THE SWALE STABILIZATION BOTTOM. REINFORCEMENT MATTING FROM PLACE RIPRAP OR CLASS III TURF THE STORM OUTLET TO BASIN 1062. REMOVE FOLLOWING SITE PER WDNR TECHNICAL STANDARD DITCH CHECKS WITHIN THE SWALE STABILIZATION
971 972 STM
971
STM 975 FFE = 971.75
X 972
STM 974 971
X STM
X
972 973
973
974
975 971
972 972 STM NOTES NO. 12 REQUIRED PER GRADING SEEDING AND RESTORATION SWALE. EROSION MATTING 2-FOOT WIDE BOTTOMED
973 STM 971
974
STM
975
STM 970
975
STM
974 RESTORATION NOTES NO. 12 PER GRADING SEEDING AND EROSION MATTING REQUIRED 3:1 SLOPES IN THIS AREA. SAN STM WAT
973 971 970
SAN 969 STM WAT
AC 967 968 972 BIORETENTION AC 970
SAN 966 BASIN NO. 2 WAT970 STMperf STM SAN WAT
969 969 971 SAN WAT
969 970 968 970 969 DRAINS INTO THE STORM SEWER SYSTEM. WHERE CONSTRUCTION RUNOFF TYP. INSTALL AT ANY LOCATION WDNR TECHNICAL STANDARD 1060, TYPE D INLET PROTECTION PER 969 TECHNICAL STANDARD 1056 SILT FENCE PER WDNR COMMERCE PARKWAY
969
DEVELOPMENT AREA. INSTALL AT ANY LOCATION WHERE LONG AND 12" DEEP BY USE OF 3" CONSTRUCTION TRAFFIC MEETS CLEAR STONE) IN THIS AREA PER THE EXISTING PAVED STONE TRACKING PAD (MIN. 50' WDNR TECHNICAL STANDARD 1057.
TECHNICAL STANDARD 1056 SILT FENCE PER WDNR
968 BM - 1 - BM
968 1. 6. 5. 3. 2. 4. GENERAL NOTES LEGEND (PROPOSED) 12. 11. 10. 1. 9. 7. 6. 5. 2. 8. 4. 3. 12. 11. 10. 1. GRADING, SEEDING & RESTORATION NOTES CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS 9. 7. 6. 5. 2. 8. 4. 3. EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VERONA STANDARDS FOR PUBLIC WORKS BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR CONSTRUCTION SO THAT IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS CONSTRUCTION. CLARIFICATION OR REDESIGN MAY OCCUR. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & WORK WITHIN CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. CONSTRUCTION. CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND THE OWNER OR CONTRACTOR FROM APPROVED CONSTRUCTION PLANS THAT MAY RESULT WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE CITY'S LAND IF REQUIRED. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. BETWEEN SEPTEMBER 16 AND MAY 30 DAYS FOR LAND DISTURBANCE 2 INTERUPPTION PER WDNR TECH. STD. 1071, SOIL STABILIZATION (PERMANENT SEEDING AND NECESSARY. FOR SEEDING/PLANTING THAT OCCURS DURING TIME. COORDINATE WITH THE OWNER AS PERMANENT SEEDING SHALL NOT OCCUR BETWEEN SEPTEMBER 15TH AND APRIL 15TH. MULCH SHALL BE WEED-FREE STRAW AND INSTALLED AT THE RATE OF 2 TONS PER MULCHING. MANAGEMENT FACILITY JUST PRIOR TO SEEDING AND MULCHING PROMOTE INFILTRATION. DAYS. INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF STOCKPILES AND PROVIDE DAYS OF TOPSOILING. RESTORATION SHALL OCCUR AS SOON PRACTICABLE AFTER THE DISTURBANCE, WITHIN 7 b. CLASS I, TYPE B EROSION MATTING ON SLOPES OR II, IN DRAINAGE a. CONSTRUCTION" (WISDOT 2014) CONTRACTOR TO DEEP TILL ALL COMPACTED PERVIOUS SURFACES PRIOR SEEDING AND CONTRACTOR SHALL CHISEL-PLOW OR DEEP TILL WITH DOUBLE TINES THE STORMWATER SWALES) AND LIMITING THE MAX PERIOD OF BARE SOIL TO 60 DAYS FOR LAND DISTURBANCE TEMPORARY STABILIZATION SHALL CONSIST OF ONE OR MORE THE FOLLOWING OPTIONS: TEMPORARY SEEDING ON STOCKPILES WHICH ARE TO REMAIN IN PLACE FOR MORE THAN 7 STABILIZED WITH MULCH. AND SEPTEMBER 15. ALL SLOPES EXCEEDING 5:1 SHALL USE PRESCRIPTIVE COMPLIANCE INCLUDING SLOPE ALTERNATE SEEDING/PLANTING METHODS AND/OR EROSION PROTECTION MAY BE NECESSARY ACRE PER SECTION 627 OF "STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE APPLY ANIONIC POLYMER TO DISTURBED AREAS IF EROSION BECOMES PROBLEMATIC. AREAS NOT RESTORED WITH EROSION MATTING OR OTHER STABILIZATION MEASURES SHALL BE AREAS TO BE SEEDED SHALL HAVE A MINIMUM 6 INCHES TOPSOIL UNLESS OTHERWISE NOTED. ALL GRADES SHOWN ARE FINAL FINISHED SURFACE GRADES. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE VEGETATION PLAN FOR ENGINEER / DUST CONTROL SHALL BE MITIGATED IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DEWATERING PRACTICES SHALL COMPLY WITH TECHNICAL STANDARD 1061. PRACTICES IN WORKING ORDER. EROSION CONTROL MEASURES SHALL BE REMOVED ONLY IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT CONTROL MUNICIPAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF CONTRACTOR. FOLLOWING EACH RAINFALL EVENT. INSPECTION REPORTING SHALL BE IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED ONCE PER WEEK DISTURBANCE ACTIVITIES. ENGINEER / CITY OF VERONA HAS THE RIGHT TO REQUIRE CONTRACTOR IMPLEMENT DISTURBANCE. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE 1068. CONTROL PERMIT AND FOLLOWING ALL APPLICABLE REQUIREMENTS. CONSTRUCTION TO MINIMIZE SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ON ALL OPEN MANHOLES DURING OWNER APPROVAL. VEGETATION PLAN AND BIORETENTION INSTALLATION SHALL BE IN GRADING ACTIVITIES. CITY OF VERONA BUILDING INSPECTOR TWO (2) WORKING DAYS IN ADVANCE ANY SOIL THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF MUNICIPAL EROSION STANDARD 1059. SEED MIX AND RATE SHALL BE, AT A MINIMUM, IN ACCORDANCE WITH WDNR TECHNICAL SEDIMENT CONTROL TECHNICAL STANDARDS (dnr.wi.gov). ACCORDANCE WITH WDNR TECHNICAL STANDARD 1004. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FINAL VEGETATIVE COVER. AFTER SITE CONSTRUCTION IS COMPLETE WITH ALL SOIL SURFACES HAVING AN ESTABLISHED ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY.CONTRACTOR MUST NOTIFY THE WITH THE CURRENT WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR) EROSION AND ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE PER 1000 SQUARE FEET, WISDOT PAL CLASS I TYPE B URBAN EROSION CONTROL MAT. TEMPORARY SEEDING CONSISTING OF ANNUAL RYE GRASS APPLIED AT A RATE 1.5 LBS 1181 1180 STM DITCH CHECK INLET PROTECTION PROPOSED STORM SEWER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR BUILDING FOOTPRINT EASEMENT PROPERTY BOUNDARY (PER RECORD) 18" CURB AND GUTTER CONCRETE PAVEMENT SILT FENCE ASPHALT PAVEMENT Hearing Impaired TDD (800) 542-2289
BEALE ENTERPRISES LLC C200 CITY OF VERONA, DANE COUNTY, WI
949
950
951
952
953
954
955
956
957
958
959
960
965
970 975
975
966 STM STM
STM 981
970 BIORETENTION 980
BASIN NO. 1 971.1 HP 971.1
968 STMperf STM 979
9 9
6
6 7
6 9
6 978 5 968 969 970 977 971.25 FG STM 9 6 976 7
971.25 FG 971
975 969 STM 975 975
974 974
STM
970
975 979
980 971.75 FFE STM 973
973 971.75 FFE
971.75 FFE 972
971.25 FG
STM
972 STM
PROPOSED BUILDING 976
971
971 972 STM
971
STM 975 FFE = 971.75
X 972
STM 971.0 HP 971.0 974 971
X STM
X
972 973
973
974
975 971
972 972 STM
973 STM 971
974
971.55 EC STM 971.75 FFE 971.75 FFE 975 971.75 FFE
STM
971.55 EC 970 971.25 FG 971.25
975 971.65 EC 971.65
STM 971.29 EC 971.65 EC 5.0% 974 971.46 FG
2.0% STM 970.66 EP
970.75 EP 973 970 2.0% 971
2.0% 969 1.79% STM
AC 0.5% FG 970.77 968 5.29% 967 972 970.34 FG
AC 970 970.43 EP 4.43%
966 BIORETENTION
BASIN NO. 2 970
4.58% STMperf
4.58% STM
969
0.5% 969
969.10 FG 971 2.0% 969.19 EP EP 968.67 2.0%
969.15 FG
3.09% SW 969.13
969 968.67 EP 968.67 0.81%
1.5% 970 968 970
969 SW 968.92
969.06 SW 0.44% 969
968.85 SW 968.4± EP MATCH COMMERCE PARKWAY 968.2± EP MATCH
969
968 BM - 1 - BM
968 1. 6. 5. 3. 2. 4. GENERAL NOTES LEGEND (PROPOSED) EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VERONA STANDARDS FOR PUBLIC WORKS BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR CONSTRUCTION SO THAT IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS CONSTRUCTION. CLARIFICATION OR REDESIGN MAY OCCUR. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & WORK WITHIN CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. CONSTRUCTION. CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND THE OWNER OR CONTRACTOR FROM APPROVED CONSTRUCTION PLANS THAT MAY RESULT WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE CITY'S LAND IF REQUIRED. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. 1181 1180 STM 1.0% 1181.25 EP DRAINAGE ARROW DRAINAGE GRADE BREAK PROPOSED STORM SEWER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR DISTURBANCE LIMITS BUILDING FOOTPRINT EASEMENT PROPERTY BOUNDARY (PER RECORD) CONCRETE PAVEMENT SPOT GRADE ASPHALT PAVEMENT Hearing Impaired TDD (800) 542-2289
BEALE ENTERPRISES LLC C201 CITY OF VERONA, DANE COUNTY, WI I.E. 6" UNDERDRAIN = 962.5 INTO THE MANHOLE = 965.50 I.E. OF 3" ORIFICE CORE DRILLED RIM = 966.50 BASIN OUTLET STRUCTURE. AES NO. 5 AES NO. 1
P - 1 - P STM STM NO. 2 STM INL
STM STMperf STM
STM AES NO. 3
STM 45°BEND
STM
STM PROPOSED BUILDING
STM
STM FFE = 971.75
STM FOR DISCHARGE INTO THE INTO ADJACENT STORM SEWER SYSTEM FACE OF BUILDING TO BE CONNECTED ROOF DOWNSPOUTS ON SOUTHERN STORMWATER MANAGEMENT BASIN.
P - 3
STM
X
STM
X STM X I.E. 6" UNDERDRAIN = 963.5 INTO THE MANHOLE = 966.50 I.E. OF 3" ORIFICE CORE DRILLED RIM = 968.50 BASIN OUTLET STRUCTURE. INTERIOR PLUMBING PLANS. LOCATION. COORDINATE WITH WATER BUILDING CONNECTION PLUMBING PLANS. I.E. = XXXX
STM COORDINATE WITH INTERIOR CONNECTION LOCATION SANITARY BUILDING
STM
P - 2
STM
STM 45°BEND
STM
SAN GM STM
GM COMM WAT
GM E
SAN
STM NO. 6 STM INL
GAS WAT AC 101 LF OF 4" PVC @ 2.08%
AC
107 LF OF 1" COPPERSAN PIPE COMM WAT STMperf E STM GAS SAN 22.5°BEND WAT
SAN 45°BEND COMM WAT AES NO. 4
GAS E
COMM
COMM
OHE OHE
COMM OHE
COMM OHE OHE OHE OHE OHE
COMM GAS
GAS OHE WAT
GAS GAS
COMM GAS
GAS COMM OHE
GAS SAN
OHE
GAS
E COMM OHE GAS
OHE COMMERCE PARKWAY
COMM WAT OHE SAN SAN SAN SAN SAN
SAN SAN SAN SAN
SAN SAN SAN OHE WAT WAT WAT WAT
WAT WAT WAT
SAN WAT WAT WAT WAT
COMM OHE
LINES IN THIS AREA. ENGINEER FOR REDESIGN IF LOCATION AND SIZE PRIOR TO GAS, AND COMMUNICATION CONSTRUCTION. CONTACT THE CONTRACTOR TO VERIFY CONNECTION INTO EXISTING STUB LOCATED IN THIS AREA. WARNING: THERE IS ANY DISCREPANCY. ASSUMED TO BE 1" COPPER. WATER BUILDING SERVICE SAN
WAT ENGINEER FOR REDESIGN IF ELEVATION AND SIZE PRIOR TO PVC WITH I.E. = XXXX±. CONSTRUCTION. CONTACT THE CONTRACTOR TO VERIFY CONNECTION INTO EXISTING THERE IS ANY DISCREPANCY. THIS AREA. ASSUMED TO BE 4" SERVICE STUB LOCATED IN SANITARY SEWER BUILDING
OHE 1 - BM
ELECTRIC LOCATED WITHIN THE RIGHT COORDINATE PROVIDING SERVICE TO OF WAY. CONTRACTOR TO COMMUNICATION, GAS AND OVERHEAD THE BUILDING WITH APPROPRIATE UTILITY COMPANIES.
SAN
WAT ULO REQUIRED.
OHE
SAN WAT
OHE
SAN WAT
OHE
SAN WAT
OHE WAT 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 1. 1. 6. 25. 24. 23. 22. 21. 20. 9. 5. 3. 2. 5. 3. 2. 4. 4. UTILITY NOTES GENERAL NOTES LEGEND (PROPOSED) EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF VERONA STANDARDS FOR PUBLIC WORKS BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR CONSTRUCTION SO THAT IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES. BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS CONSTRUCTION. CLARIFICATION OR REDESIGN MAY OCCUR. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & WORK WITHIN CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED. CONSTRUCTION. CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A SURVEYED BY WYSER ENGINEERING ON THE WEEK OF OCTOBER 10, 2017. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND THE OWNER OR CONTRACTOR FROM APPROVED CONSTRUCTION PLANS THAT MAY RESULT WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE CITY'S LAND IF REQUIRED. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. BUILDING PRIOR TO CONSTRUCTION. NO BLASTING SHALL OCCUR WITHIN 30 FEET OF ANY EXISTING UTILITIES EQUIVALENT INSTALLED WITHIN THEM. MORTAR BED AND SHALL BE ADJUSTED TO GRADE BY APPLYING DIRECT PRESSURE THE USE OF A CURB MACHINE. THE INLET CASTING SHALL BE SET TO GRADE ON BED MORTAR INLET CASTINGS SHALL BE SET TO GRADE PRIOR AND SEPARATE FROM THE POURING OF HORIZONTAL DISTANCE BETWEEN WATER PIPING AND SANITARY SEWER FROM CENTER OF PIPE MEANS OF LOCATING UNDERGROUND PIPE. TRACER WIRE VALVE BOXES SHALL BE INSTALLED HOURS BEFORE CONNECTING TO PUBLIC UTILITIES. PERMIT. PAVEMENT PATCHING SHALL COMPLY WITH THE CITY OF VERONA STANDARDS FOR PUBLIC ENGINEER). ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS. MINIMUM BURY. PROVIDE INSULATION ABOVE PIPES WITH LESS THAN 5' OF GROUND COVER. REPAIRED TO THE OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. NO BLASTING IS ITEMS MUST BE REPORTED TO THE ENGINEER AS WORK PROGRESSES. DRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE OR ADDITIONAL PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR: PLANS DESIGNED TO MEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY LENGTHS OF ALL UTILITIES ARE TO CENTER STRUCTURES OR FITTINGS AND MAY VARY FIELD. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL IN CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THE ON EACH SIDE OF THE CASTING SHALL BE POURED BY HAND. CASTING. ONCE THE CASTING ADJUSTMENT IS COMPLETE, THREE FEET OF CURB AND GUTTER CONTRACTOR OR OTHER UTILITY COMPANIES. SPS 382.34(5)(a)b AND 384.30(2)(c). ON ALL LATERALS AND AS INDICATED THESE PLANS. CONTRACTOR SHALL NOTIFY THE MUNICIPAL PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKS SEWER, OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BE CONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDER THAT APPROPRIATE · · · · · CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATER SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. THE CITY EROSION CONTROL AND STORMWATER ORDINANCE AT ALL TIMES. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITH THE CURB INLET SHALL HAVE A CATCH-ALL HR-I OIL AND GREASE FILTER OR APPROVED WHICH SHALL BE A MINIMUM OF TWO INCHES THINK. THE INLET PLACED ON AND GUTTER ON EACH SIDE OF THE INLET SHALL BE POURED BY HAND, NOT THROUGH THE CONCRETE CURB AND GUTTER. IS REQUIRED THAT THREE FEET OF WHEN SCHEDULING THE WORK AND SHALL NOT RESTRICT ACCESS TO GAS MAIN THE CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR CONSTRUCTION OF GAS MAINS TO CENTER OF PIPE AND 6" SEPARATION BETWEEN STORM SEWER WATER PIPING. ALL PRIVATE PIPE SHALL BE INSTALLED PER SPS 384.40-8 INCLUDING AT LEAST 8' OF ALL PRIVATE PIPE AND TUBING FOR WATER SERVICE SHALL CONFORM TO SPS 384.30-7. ALL PRIVATE STORM BUILDING PIPE AND TUBING SHALL CONFORM TO SPS 384.30-6. ALL PRIVATE SANITARY BUILDING SEWER PIPE AND TUBING SHALL CONFORM TO SPS 384.30-3. ALL, EXTERIOR CLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BY WORKS CONSTRUCTION. ADDITIONAL PAVEMENT MILLING AND OVERLAY MAY BE REQUIRED BY AND PROPOSED PAVED AREAS (UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ALL PRIVATE INTERCEPTOR WATER MAIN AND SERVICES SHALL BE INSTALLED WITH A 6' ALLOWED WITHIN 30 FEET OF EXISTING UTILITIES. ANY SANITARY SEWER , SERVICES, WATER MAIN, STORM THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ENGINEER WITH AS-BUILT WISDOT, WISDSPS, AND WDNR. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING AND STORM LATERALS CHECK ALL UTILITY CROSSINGS FOR CONFLICTS. NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO START OF IMPROVEMENTS. NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUND ENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED THE ENGINEER EXAMINING ALL SITES CONDITIONS RELATIVE TO THE INDICATED ON CONSTRUCTION TO ARRANGE FOR APPROPRIATE OBSERVATION. OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS RESOLVED. VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NO AND ALL OTHER FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY. AND RESOLVED PRIOR TO THE START OF CONSTRUCTION. STM SAN WAT PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATER MAIN DISTURBANCE LIMITS BUILDING FOOTPRINT EASEMENT PROPERTY BOUNDARY (PER RECORD) CONCRETE PAVEMENT STORMWATER TREATMENT FACILITY ASPHALT PAVEMENT Hearing Impaired TDD (800) 542-2289
BEALE ENTERPRISES LLC C300 CITY OF VERONA, DANE COUNTY, WI CHANNEL TERMINATION TWO
ROWS OF STAPLES 6" APART
DRAWDOWN AT I.E. = "C" = I.E. AT DRAWDOWN
BETWEEN THE 6" UNDERDRAIN 6" THE BETWEEN CONNECTION TEE A PROVIDE PVC PIPE ANCHORED VERTICALLY ANCHORED PIPE PVC
OBSERVATION WELL - 6" SLOTTED 6" - WELL OBSERVATION
TOP OF WELL TO HAVE A SECURED A HAVE TO WELL OF TOP
TO A FOOTPLATE AT I.E. = "E" = I.E. AT FOOTPLATE A TO TOP OF WELL = "A" = WELL OF TOP ABOVEGROUND CAP. ABOVEGROUND WELL TO HAVE 3" ORIFICE FOR ORIFICE 3" HAVE TO WELL AND THE 6" OBSERVATION WELL OBSERVATION 6" THE AND INSTALLATION NOTES MATERIAL NOTES 1. 1. 2. 2. 3. 4. ARE NOT FOUND, REPORT TO ENGINEER FOR GEOTECHNICAL ENGINEER ON SITE. IF SOILS DOWN TO FINE SAND LAYER AND REPLACE WITH EQUIVALENTLY DRAINING SOIL, MIN., CONTRACTOR TO REMOVE NATIVE SOILS TO BOTTOM OF SAND STORAGE LAYER. CONTRACTOR TO VERIFY SOILS WITH PRACTICE STANDARD 1053. INSTALLATION SHALL CONFORM WITH WDNR CONSERVATION PERMANENT RESTORATION PRACTICES. INSTALLATION OF ECRM SHOULD BE COORDINATED WITH INSTALLED AFTER TOPSOIL AND SEED HAVE BEEN PLACED. EROSION CONTROL REVEGETATIVE MATS (ECRM) SHALL BE (PAL) ARE ACCEPTABLE FOR USE. ONLY PRODUCTS LISTED IN THE WISCONSIN DEPARTMENT OF STEEL WIRE, AND NOT LESS THAN 6 INCHES LONG FOR FIRM SOILS STAPLES USED FOR CLASS I TYPES A & B MATS SHALL BE 1-2 INCH ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S AND 12 INCHES LONG FOR LOOSE SOILS. WIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGER DIAMETER TRANSPORTATION EROSION CONTROL PRODUCT ACCEPTABILITY LIST STAPLES ARE THROUGH OFFSET BY 3" BLANKET OVERLAP, BOTH BLANKETS REDESIGN. 2 ROWS OF STAPLES 6" OVERLAP
2"-4" STM 4" APART
STM
DETAIL MANHOLE FOR PLANS UTILITY OUTLET TYPE VARIES. REFER TO REFER VARIES. TYPE OUTLET
EROSION CONTROL MAT (CHANNELS) 6" PERFORATED UNDERDRAIN PERFORATED 6" STM STM "B" FLOW A STM STM SECTION
NATIVE SOILS STM STM STM N.T.S. 1. INSPECTION & MAINTENANCE NOTES 6. 3. 2. 5. E D B C A STM STM STM DISTANCE BETWEEN STAPLES IS 4 FEET. USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUM GENERAL STAPLE PATTERN:
DIRECTION SOIL PILE POSSIBLE WITH CONSIDERATION OF SITE CONDITIONS. IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVE REMOVE EROSION MAT, REGRADE, COMPACT, RE-SEED, AND REPLACE IS SEVERE ENOUGH TO PREVENT VEGETATION ESTABLISHMENT, INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVED RILLING FLOWING BENEATH THE ECRM. IF SECTIONS OF ECRM NEED TO BE OVERLAPPED, ENSURE THAT THE MATS SHALL BE IN FIRM AND CONTINUOUS CONTACT WITH THE SOIL. OBSERVED. OR REPLACE MAT IF SEPARATION OF THE NETTING FROM IS OVERLAP IS FACING DOWNSTREAM TO PREVENT WATER FROM ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON THE SECTION OF MAT. AND CONCENTRATED FLOW BENEATH THE EROSION MAT. IF RILLING TYPICAL INSTALLATION GUIDANCE. BASIN 1 BIORETENTION RECOMMENDATIONS. FLOW 960.0 963.0 965.0 966.5 968.0 TRENCH SEE PLANS FOR ANCHOR TRENCH LOCATIONS FROM 10" WIDE x 8" DEEP TRENCH APPROX.
FLOW ANCHOR TRENCH DETAIL STM STM BASIN 2 BIORETENTION
961.0
968.5 964.0 966.0 969.0 STEP 1
STEP 2 THIS STANDARD DETAIL IS AN EXAMPLE OF
FLOW BETWEEN STAPLES ROWS, 12" SPACING 2 ROWS OF STAPLES: 4" SPACING BETWEEN BETWEEN STAPLES ROWS, 12" SPACING 2 ROWS OF STAPLES: 4" SPACING BETWEEN INTERFACE LAYER. REFER TO NOTE NO. 6 3" SAND/NATIVE SOIL MIN. OR TO NATIVE FINE STORAGE LAYER, 36" SOILS LAYER, 24" GRAVEL OR SAND BOTTOM="C" ENGINEERED SAND LAYER
BERM="A"
PLANTINGS REFER TO LANDSCAPE PLAN FOR BIORETENTION BASIN BIORETENTION FOR PLAN LANDSCAPE TO REFER "E" "D" 1 >3 CLEAR STONE 8-INCH THICK LAYER (MIN.) OF 3/4" INSTALLATION NOTES MATERIAL NOTES 1. 1. 5. 2. 3. 4. FASTEN. FENCE INTO THE ANCHOR TRENCH. FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER AND INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNR EDITION. REQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARD CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOID CONSTRUCT THE SILT FENCE IN AN ARC WITH ENDS POINTING UPSLOPE TO CONSERVATION PRACTICE STANDARD 1056. GEOTEXTILE FABRIC SHALL BE WOVEN AND CONFORM TO THE MATERIAL SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. SEDIMENT RELEASE BENEATH THE SILT FENCE. PROPERLY SECURE SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2003 WRAP ADJOINING FABRICS TOGETHER AROUND THE JOINT POST AND TIGHTLY JOINTS. WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST OR AVOID EROSION AROUND THE ENDS OF FENCE. FLOW 3. 2. 1. OR NYLON SUPPORT 1 GEOTEXTILE FABRIC B 8 " MIN. POLYESTER INSTALL GEOTEXTILE FABRIC SAS UNDER CLEAR STONE. IS LESS THAN 1.5' DEEP, REDUCE BERM HEIGHT TO 1.0', WITH A 4' LENGTH. EXTEND BERM ACROSS SWALE TO MEET SIDE SLOPES GRADES. WHERE BOTTOM AND LEVEL WITH THE CREST. BERM TO BE CONSTRUCTED WITH 3" CLEAR STONE, 1.5' HIGH ABOVE THE SWALE 6" TOP SOIL FLOW 1 SECTION 1.5 CORD
N.T.S. NOTE NO. 6 GENERAL TO REFER STONE BERM MAX. FOLD 3" SECURE FABRIC TO POST WITH 0.5" STAPLES CROSS-SECTION STONE WEEPER ELEVATION WOVEN GEOTEXTILE FABRIC L 10. 1. 6. 9. 8. 7. 5. 3. 2. 4. (WDNR), COUNTY, MUNICIPALITY, AND ENGINEERING STANDARD OF CARE. ALL DESIGNATED INFILTRATION AREAS (e.g. RAIN GARDENS, DEVICE'S CONTRIBUTING WATERSHED AREA MEETS ESTABLISHED VEGETATION REQUIREMENTS SET FORTH WITHIN THE RESPECTIVE WDNR DURING THE CONSTRUCTION OF PROPOSED SITE IMPROVEMENTS. BIORETENTION DEVICES SHALL NOT BE CONSTRUCTED UNTIL INFILTRATION BASINS, BIORETENTION DEVICES) SHALL BE FENCED PRIOR TO CONSTRUCTION AND REMAIN UNDISTURBED PROTECTED INFILTRATION DEVICES ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS OF WISCONSIN DEPARTMENT NATURAL RESOURCES ANY OBSERVATION OF PLAN OR SITE DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER RECORD PRIOR CONSTRUCTION. TO ALL JOB SITE REGULATORY COMPLIANCE INCLUDING THE PROTECTION AND CONSTRUCTION OF STORMWATER MANAGEMENT FEATURES. THE CONTRACTOR IS REQUIRED TO PROVIDE QUALIFIED STAFF FOR INSPECTION AND OBSERVATION OF CONSTRUCTION ACTIVITIES RELATING TRAFFIC AND IS DISTURBED, COMPACTION MITIGATION WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. TECHNICAL STANDARDS. IF THE LOCATION OF INFILTRATION AREA CONFLICTS WITH CONSTRUCTION STAGING AND/OR GENERAL NOTES: 2' REFER TO LANDSCAPE PLAN FOR PLANTING REQUIREMENTS. PROJECT SITE AS APPROVED BY THE REGULATORY ENGINEER. NECESSARY REPLANTED TO RESTORE ORIGINAL INFILTRATION RATES. RUNOFF MUST INFILTRATE WITHIN 48-HOURS. BASINS UNABLE TO MAINTAIN THESE RATES BE DEEP TILLED, REGRADED, AND IF REQUIRED TO ESTABLISH VEGETATION AT THE INVERT OF BASIN. FILTER FABRIC SHALL BE PLACED ABOVE THE PERFORATED PIPE, BETWEEN PEA GRAVEL AND ENGINEERED SOIL, A WIDTH OF 4 FEET NATIVE SOIL TO A DEPTH OF 2-4 INCHES. CONSTRUCTION REPRESENTATIVE MUST BE ON SITE DURING OVER EXCAVATION APPROVE NOTE 4). INCHES ON CENTER. DEVICE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED THEREIN. INFILTRATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THIS STANDARD AND CONSTRUCT BIORETENTION OVER ANY LAND THAT DISCHARGES INTO THE BASIN FOR EROSION CONTROL WHEN IS BROUGHT ON-LINE. ROOTSTOP AND PLUGS ARE CENTERED OVER THE FLOW LINE OF PIPE. SAND/NATIVE SOIL INTERFACE LAYER SHALL BE FORMED BY A OF SAND 3 INCHES DEEP, WHICH IS VERTICALLY MIXED WITH THE CERTIFIED COMPOST SHALL CONSIST OF: >40% ORGANIC MATTER, <60% ASH CONTENT, pH OF 6-8, AND MOISTURE CONTENT 35-50% BY CONTRACTOR SHALL INSTALL 24" OF ENGINEERED SOIL CONSISTING OF: 70% ASTM C33 SAND AND 30% CERTIFIED COMPOST (SEE GENERAL CONTRACTOR SHALL SEED THE BASIN WITH NATIVE SEEDS AND INSTALL A CLASS II EROSION CONTROL MAT (OVERLAPPED ANCHORED ALL WORK TO BE CONDUCTED IN CONFORMANCE WITH APPLICABLE LOCAL, REGIONAL, AND STATE STORMWATER STANDARDS FOR THE ANNUAL RYE GRASS SHALL BE SEEDED AT 40 LB/ACRE WITH THE SEED MIX IN AREAS SURROUNDING BASIN, ON SIDE SLOPES, AND THE DEPTH AND SOIL TYPES. WEIGHT. WITH MIN. 6" LONG HARDWOOD STAKES). CUT AN "X" IN THE MATTING AND AUGER DOWN TO PLACE APPROPRIATE PLANTING PLUGS EVERY 18 ALL CONSTRUCTION PRACTICES SHALL MEET THE SPECIFICATIONS OF WDNR TECHNICAL STANDARD 1004 - BIORETENTION FOR IN 5 PLACES MIN.
SILT FENCE + 24" 2' MIN. 1' MIN. 1.5 1 BERM STONE TOPSOIL OR SUPPORT CORD
DIRECTION FLOW BACKFILL AND COMPACT 8" MIN. GEOTEXTILE IN 1. INSPECTION & MAINTENANCE NOTES 3. 2. BIORETENTION DEVICE (GREATER THAN IDENTIFYING AND DEFICIENCIES. REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OF INDICATIONS OF SCOUR AROUND THE EDGES. UNDERCUTTING, EXCESSIVE SEDIMENT ACCUMULATION INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC, PRODUCING 0.5 INCHES OR MORE OF RAINFALL. WITHIN 24 HOURS OF PRECIPITATION EVENTS AT A MINIMUM, PERFORM INSPECTIONS WEEKLY AND ANCHOR TRENCH ANCHOR TRENCH ANCHOR TRENCH 4" WIDE x 6" DEEP ANCHOR TRENCH HICKORY OR OAK POSTS 1 1 8
" x 1 FLOW 1 8 " x 48" (MIN.) AIR OR KILN DRIED 1 2
OF THE FENCE HEIGHT), AND 6' TYP. / 8' MAX. 8' / TYP. 6' 20" MIN. POST BURIAL 48" MIN. DIMENSION LENGTH AND PER PLAN INLET SPECIFICATIONS AS INSTALLATION NOTES DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF TO TOP CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM BOTTOM BAG. GENERAL NOTES WIDTH TO MATCH THE OVERFLOW HOLES, OF 3". WHERE NECESSARY CONTRACTOR SHALL CINCH BAG, USING PLASTIC ZIP TIES, TO ACHIEVE 3" THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN INLET WALLS AND BAG, MEASURED AT BOTTOM OF TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF GRATE. THE GRATE. USE TYPE C INLET PROTECTION WITHIN SHALLOW INLETS. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. MAINTENANCE OR REMOVAL. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INLET SHALL BE REMOVED IMMEDIATELY. MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF ENGINEER. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON GEOTEXTILE FABRIC SUBSTITUTED. THE WDNR TECHNICAL STANDARD 1060 FOR INLET PROTECTION SHALL BE FOLLOWED AT ALL TIMES. IF ANY VARIATION BETWEEN THIS DETAIL AND THE WDNR TECHNICAL STANDARD ARE FOUND, SHALL GOVERN. FLAP POCKETS. MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FROM SINGLE PIECE BOTTOM TO BE MADE FRONT, BACK, AND OF FABRIC. FABRIC, TYPE FF GEOTEXTILE POINTS OF CONSTRUCTION EGRESS. LEAVING THE SITE. STONE TRACKING PAD SHALL BE USED AT ALL 1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF 1. THE AGGREGATE FOR TRACKING PAD SHALL BE 3-6" CLEAR STONE. GRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE AND 5. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTO CULVERTS OR OTHER PRACTICES. ON THE FIGURE ABOVE. 2. THE TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFIC GEOTEXTILE FABRIC. 2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE R THE SITE HAS BEEN STABILIZED. TRACKING PADS OR CONVEYED UNDER AND AROUND THEM USING THE TRACKING PAD. FLOWS SHALL BE DIVERTED AWAY FROM 4. SURFACE WATER SHALL BE PREVENTED FROM PASSING THROUGH 3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTED WDNR CONSERVATION PRACTICE STANDARD 1057. MATERIAL NOTES INSTALLATION NOTES TYPE D INLET PROTECTION
EXISTING ROAD CONSTRUCTION ENTRANCE (TRACKING PAD) FLAP POCKET INTO ALL FOUR SIDE PANELS. 4" X 6" OVAL HOLE SHALL BE HEAT CUT CLEAR STONE GEOTEXTILE FABRIC BOTH SIDES, LENGTH VARIES. BOX USE WOOD 2" X 4", EXTEND FOR INLETS WITH CAST CURB REMOVAL USE REBAR OR STEEL ROD FOR 10" BEYOND GRATE WIDTH ON OR PLASTIC TIES SECURE TO GRATE WITH WIRE OR REMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY. BE MAINTAINED AT ALL TIMES. BURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THE RAIN OR MORE DURING A 24 HOUR PERIOD. HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OF 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24 CONSIDERATION FOR SITE CONDITIONS. 6. MAINTENANCE SHALL BE COMPLETED AS SOON POSSIBLE WITH 5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BE 2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMES 3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG 12-INCH THICK PAD SHALL INSPECTION & MAINTENANCE NOTES TOP-DRESSING WITH ADDITIONAL AGGREGATE. 4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING OR VEHICLE TIRES.
12" MIN. 50'
30'
BEALE ENTERPRISES LLC C400 CITY OF VERONA, DANE COUNTY, WI 1 Low Deciduous Shrub Med. Deciduous Tree Plant Catagory Landscaping Points and Min. Installation Sizes: Linear Feet of Street Frontage: Linear Feet Building Foundations: 20 landscape points per 100 lf Climax Tree Gross Floor Area: 5 landscape points per 1,000 gross floor area Total Points Proposed Tall Deciduous Shrub Tall Evergreen Tree Zoning District: Urban Residential Total Area of Paved Areas: 40 landscape points per 1,000 sf Points Required 1"=20'-0" PROPOSED LANDSCAPE PLAN
STM 975
966 STM
STM 20 landscape points per 100 lf Bioretention Area
970 Min. size 18" tall 5' tall 6' tall 2" cal. 36" tall
968 STM
9
9
6 6
7 6
9 6 968
5 969
970 (3) Black Hills Spruce (1) Little Lime Hydrangea STM
9
6 5 ft. Picea glauca var. densata 36" ht. Hydrangea paniculata 'Little Lime'
7 971
STM Points 969 1 15 5 75
975 40
974
STM
STM 124 lf 7,860 sf 4,725 sf 400 lf Site
973
STM
STM 972 Proposed 1 Min. Required Points 6 2 Qty. 3 3
971 Pts. 10 120 15 189 6 225 376 334 25 80 40
971 STM
971
STM (3) Karl Foerster Feather Reed Grass (3) Wine and Roses Weigela 1 gal. Calamagrostis acutiflora 18" ht. Weigela florida 'Alexandra'
X
972 STM
971
X STM X
STM (3) Sugar Maple
STM 1 1/2" B&B Acer saccharum
STM
STM
970
STM
SAN STM
COMM WAT 971 970 E
SAN 969
STM
GAS WAT 968 967 Bioretention Area
970
SAN 966 COMM WAT970
E
(1) Miss Kim Lilac STM (3) Tor Birchleaf Spirea GAS SAN
18" ht. Syringa patula 'Miss Kim' WAT 1 gal. Spiraea betulifolia 'Tor'
969 969 SAN COMM WAT
GAS E
(1) Adironadack Crab 969 970 968
1 1/2" B&B Malus 'Adirondack'
COMM COMM
969 OHE OHE
COMM OHE OHE
COMM OHE OHE
OHE OHE OHE
COMM GAS
GAS OHE WAT GAS GAS
COMM GAS
GAS COMM OHE
GAS SAN
OHE
GAS
E COMM OHE
0' 20' 40' 1" = 20'-0" GAS OHE COMMERCE PARKWAY
COMM WAT OHE SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN
SAN SAN SAN OHE WAT WAT WAT WAT
WAT WAT WAT
SAN WAT WAT WAT WAT WAT WAT
COMM
OHE
SAN WAT MIN. 12" Industries. ( Notes: period for seed to extend 60 days from project completion/acceptance of installation. repaired with sod and adjacent curbs pavement shall be re-paved. recycled brown dyed wood mulch spread to a 3" min. depth over pre-emergent herbicide. 1. Individual tree and shrub groupings found within lawn areas are to receive wood mulch rings and/or beds consisting of a mixture 6. Maintenance, watering and warranty of plants to extend for 12 months after project completion/acceptance. 5. Corporation. ( 2. "Edging" to be professional grade polyethylene lawn edging available in 20' flat strips. Basis of Design: Valley View Black Diamond. 4. "Stone" to be clean washed 1 ½" - 2 durable landscape stone spread a 3" min. depth over commercial grade weed barrier fabric. 3. "Lawn" areas shall be finish graded and seeded at a rate of 4 lbs. per 1,000 sq. ft. Basis Design: Madison Parks Lawn Seed Mix. EarthCarpet MULCH 3" SAUCER FORM SHOWN ON PLAN PLANT SPACING AS 5-20% CLAY, 5-35% SILT 50-80% MEDIUM AND COARSE SAND, PLANTING MIX W/NO LARGE STONES- MULCH Contractor is responsible for repairing any and all damage to the adjacent properties. Planted areas shall be replanted, damaged lawn VARIES 4 2 MIN. 6" www.valleyviewind.com/professional/ www.seedsolutions.com TREE PLANTING NTS NTS PERENNIAL PLANTING MIN. 12" ) MIN. 12" ) 6" 3" CONTRIBUTE WATER OVERLAND FLOW/DOWNSPOUTS 3 8" MIN. PLANTING MIX W/NO LARGE STONES- 5 PEDESTAL AS SHOWN COMPACTED SOIL MIX TO FORM 5-20% CLAY, 5-35% SILT 50-80% MEDIUM AND COARSE SAND, IF NECESSARY BREAK SUBGRADE WITH PICK BURLAP WRAP ROLL BACK TOP HALF OF CAL. AND LARGER TREE AND LARGER; 3 REQ. FOR 3" 2 REQUIRED FOR 1 1/2"CAL. 2" X 8' CEDAR STAKES RUBBER HOSE GAL. WIRE ENCASED IN 1" DIA. 2 STRAND TWISTED 12 GUAGE NTS SHRUB PLANTING BIORETENTION AREAS NTS VARIES MIN. PLANTS; EQUAL MIX 2 1/2" PLUGS. RANDOM PLANT. 8" I N F L T R A O Bottlebrush Sedge, Fox Torrey's Rush Marsh Blazingstar, Brown Eyed Susan, Stiff Goldenrod Purple Coneflower, Blue Flag Iris, Cardinal Flower Butterfly Weed, Blue False Indigo, White Indigo PLANT SPACING TO BE 12" O.C., STAGGERED SEE ABOVE FOR PLANT MIX. PRAIRIE WILDFLOWERS AND GRASSES. DEPRESSED AREA FOR PLANTINGS - SEE GRADING PLAN WITH PICK BREAK SUBGRADE AS SHOWN TO FORM PEDESTAL COMPACTED SOIL MIX UPPER 1/3 OF BALL. REMOVE BURLAP FROM 5-20% CLAY, 5-35% SILT 50-80% MEDIUM AND COARSE SAND, PLANTING MIX W/NO LARGE STONES- CONTINUOUS RIM FORM SAUCER WITH AFTER PLANTING COCONUT FIBER MAT , Switch Gras s
BEALE ENTERPRISES LLC L100 CITY OF VERONA, DANE COUNTY, WI 2 3 FLOOR PLAN GENERAL NOTES
A. GENERAL CONTRACTOR TO PROVIDE CONCRETE EQUIPMENT PADS/CURBS AS REQUIRED FOR MECHANICAL/ELECTRICAL EQUIPMENT. VERIFY SIZE/PROFILE/LOCATION WITH PLUMBING/MECHANICAL/ELECTRICAL.
B. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING BETWEEN WOOD/METAL STUDS AS REQUIRED FOR 6515 Grand Teton Plaza, Suite 120 D CASEWORK/HANDRAIL/TOILET ACCESSORIES ETC. MOUNTING. Madison, Wisconsin 53719 C. ADA CLEARANCE CIRCLES AND BOXES SHOWN ON PLAN ARE FOR p608.829.4444 f608.829.4445 dimensionivmadison.com INFORMATION PURPOSES ONLY.
WOOD RAILING WITH TOE KICK D. DIMENSIONS ARE FROM FACE OF GIRT TO FACE OF GIRT UNLESS NOTED OTHERWISE. ENGEERED CONSTRUCTION, INC E. COORDINATE WITH METAL BUILDING SUPPLIER FOR BUILDING LAYOUT AND FRAMING. 3/4" PLYWOOD OVER WOOD 525 Commerce Parkway, Verona, Winsconsin3593 5 MEZZANINE JOIST F. ROOF TO HAVE R-38 SIMPLE SAVER WITH 24 GA GALVALUME SSR p608.845.7930 engineeredconstruction.com PANELS WITH THERMAL BLOCKS. HI CHIPS MECHANICALLY SEAMED.
G. WALL TO HAVE R-16 WMP-50 WITH 29 GA 8'-0" WHITE LINER PANELS H. WINDOWS TO BE 6'x3' ALUMINUM FIXED GERKIN RHINO INSULATED WITH NAILING FINS, UNLESS NOTED OTHERWISE.
E
MEZZANINE FLOOR PLAN 2 1/8" = 1'-0"
1 2 3 4 5 6 A2.0 10' - 0" TRASH ENCLOSURE Beale Enterprises LLC METAL BUILDING GRID LINES, 4 COORDINATE WITH METAL 125' - 0" BUILDING PLANS METAL PANEL SCREEN 529 Commerce Parkway 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" WITH 8' WIDE DOOR ON 10' - 0" - 10' 10'x10' CONCRETE PAD Verona, WI 53593 4' - 0" 3' - 0" 3' - 0" 6' - 0" 9' - 0" 12' - 0" 6' - 0" 7' - 0" 11' - 0" 6' - 0" 8' - 0" 10' - 0" 6' - 0" 9' - 0"
A 3'x3' 6'x3' 6'x3' 6'x3' 6'x3'
15' - 0" 16' - 4" 1/4":12" SLOPE 16' - 4" 15' - 0" CATCH BASIN 1/4":12" SLOPE 1/4":12" SLOPE 16'x20' 0" - ' 0" - 3' 25' - 0" - 25'
36"x80" 1/4":12" SLOPE
B 32'x5' CONCRETE 36"x80" APRON
5'x5' CONCRETE STOOP
(4) TYPICAL CEILING FANS 2 A2.0 25' - 0" - 25' 75' - 0" - 75' SHOP
A2.0 3 12'x12' 50' RADIANT TUBE HEATER
DATE OF ISSUE: 10/12/2017 WOOD STAIRS WITH -Beale.rvt WOOD RAILING 6" FLOOR WITH 6x6x10 D WIRE MESH AND REVISIONS: 50' - 0" - 50' VAPOR BARRIER UP TO MEZZANINE MOP AND SHOP SINK 20' - 0"
2x6 WOOD STUD WALLS
8' - 0" - 8' RESTROOM
25' - 0" - 25' 2x4 WOOD PARTS ROOM STUD WALLS 20' - 0" - 20' 50' RADIANT TUBE HEATER Parkway\5 -RevitCommerce -529 Model\17121 Pkwy 5' - 0" 2x4 WOOD
15' - 0" - 15' 0" - 20' 0" - 15' PROJECT # 17121 STUD WALLS COMPRESSOR UTILITY 9' - 6" - 9' 0" - 6' 6" - 9' 6" - 9' 0" - 6' 6" - 9' 0" - 2' 20 CLOSET 0" - 8'
5' - 0" - 5' 6'x3' 6'x3' 6'x3' 6'x3' E FIRST FLOOR PLAN 8' - 8" 6' - 0" 10' - 0" 8' - 0" 6' - 0" 11' - 0" 7' - 0" 6' - 0" 12' - 0" 9' - 0" 6' - 0" 10' - 0" 100' - 0"
R:\Projects\17121 - Beale Properties -LLCBeale - Commerce R:\Projects\17121 NORTH
1 A2.0 0' 2' 4' 8' A1.1 10/12/2017 11:38:19 11:38:19 10/12/2017 AM FIRST FLOOR PLAN 1 1/8" = 1'-0" 6 5 4 3 2 1
6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 ROOF p608.829.4444 f608.829.4445 dimensionivmadison.com 118' - 1 1/16"
ENGEERED CONSTRUCTION, INC
525 Commerce Parkway, Verona, Winsconsin3593 5 p608.845.7930 engineeredconstruction.com
FIRST FLOOR 100' - 0"
NORTH ELEVATION 4 1/8" = 1'-0" Beale Enterprises LLC
A B D E E D B A METAL PANEL FINISH 529 Commerce Parkway Verona, WI 53593
1" / 12" 1" / 12" 1" / 12" 1" / 12"
ROOF ROOF 118' - 1 1/16" 118' - 1 1/16" TYP 3' - 0" - 3' 11' - 0" - 11' 14' - 6" - 14' 6' - 0" - 6'
FIRST FLOOR 6" - 3' FIRST FLOOR 100' - 0" 100' - 0" BRICK FINISH
WEST ELEVATION EAST ELEVATION 3 2 1/8" = 1'-0" 1/8" = 1'-0"
DATE OF ISSUE: 10/12/2017 METAL ROOF PANELS, TYP
-Beale.rvt 1 2 3 4 5 6 REVISIONS:
PREFINISHED MTL GUTTERS
ROOF 118' - 1 1/16"
Parkway\5 -RevitCommerce -529 Model\17121 Pkwy MATEL PANELS, TYP MEZZANINE PROJECT # 109' - 1 1/8" 17121
EXTERIOR FIRST FLOOR 100' - 0" ELEVATIONS R:\Projects\17121 - Beale Properties -LLCBeale - Commerce R:\Projects\17121
0' 2' 4' 8' SOUTH ELEVATION A2.0 10/12/2017 11:38:20 11:38:20 10/12/2017 AM 1 1/8" = 1'-0"