GENERAL INFORMATION
G0.0 Cover Sheet
G0.1 Overall Code Plans
G0.2 Wall Types, Abbrieviations, Symbols, Mounting Heights,General Notes
CIVIL/LANDSCAPE
C1.0 Erosion Control Plan & Notes
C1.1 Standard Construction Details - Erosion Control
C1.2 Dog Park Site & Utility Layout Plan
C1.3 Dog Park Site Grading Plan
C1.4 McDaniel Park Site Layout Plan
C1.5 Standard Construction Details - Street Improvements
STRUCTURAL
S0.1 General Notes and Abbreiviations
S0.2 Project Schedules and Notes
S1.0 Toilet/Dog Wash Shelter Foundation and Roof Framing Plans
S1.1 Open Shelter Foundation and Roof Framing Plans
S1.2 Pavilion Addition Foundation and Roof Framing Plans
S3.0 Framing Elevations
S5.0 Sections and Details
S5.1 Sections and Details
S5.2 Sections and Details
ARCHITECTURAL
A1.1A Toilet/Dog Wash Shelter Plans & Elevations
A1.1B Open Shelter Plans and Details
A1.1C Pavilion Addition Plans
A2.0 Pavilion Addition Elevations and Sections
A2.1 Pavilion Wall Sections & Details
A2.2 Open Shelter Elevations, Sections and Details
A2.3 Toilet/Dog Wash Shelter Sections & Details
A2.4 Details
A8.0 Door Schedule, Door & Frame Types, Details
A9.0 Finish Plans, Interior Finish Legend, General Finish Notes andDetails
PLUMBING
P0.0 Legend and General Notes
P1.1A Toilet/Dog Wash Shelter Plans
P1.1C Pavilion Addition Plans
P2.0A Toilet/Dog Wash Shelter Isomeric - Sanitary DWV
P2.0C Pavilion Addition Isometric - Sanitary DMV
P2.1A Toilet/Dog Wash Shelter Isometric - Domestic Water
P2.1C Pavilion Addition Isometric - Domestic Water
P3.0 Details
P4.0 Schedules
P4.1 Schedules
HVAC
H1.1 Schedules and Details
H2.1 HVAC Floor Plans
ELECTRICAL
E1.1A Toilet/Dog Wash Shelter Plans
E1.1B Open Shelter Plans
E1.1C Pavilion Addition Plans
Consultants
Structural
Ambrose Engineering, Inc.
W66 N215 Commerce Ct., Suite #100 Cedarburg, WI 53012 Phone: (262) 377-7602
Plumbing
Muermann Engineering, a Division of MSA
W227 N16867 Tillie Lake Court, Suite 202 Jackson, WI 53037 Phone: (262) 677-4588
HVAC
Fredericksen Engineering
12308 Corporate Parkway, Suite 400 Mequon, WI 53092 Phone: (262) 243-9090
Electrical
Muermann Engineering, a Division of MSA
CONCEPTUAL RENDERING - NOT FOR CONSTRUCTION
LOCAL MAPREGIONAL MAP
Civil/Landscape
Scale:
Pavilion AdditionScale:
Open Air Park ShelterScale:
Toilet/Dog Wash Shelter
Town & Country Engineering, Inc.
2912 Marketplace Drive, Suite 103 Madison, WI 53719 Phone: (608) 273-3350
W227 N16867 Tillie Lake Court, Suite 202 Jackson, WI 53037 Phone: (262) 677-4588
Pavilion Addition and Open Air Park ShelterMcDaniel Park4806 McDaniel LaneMcFarland, WI
Toilet/Dog Wash Shelter6300 Elvehjem RoadMcFarland, WI
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
DRAWING INDEX
Office Locations
www.brayarch.com
Proje
ct Tit
le:
REVISIONS:
220 Emerson Place, Suite 301Davenport, Iowa 52801
T: 563.526.6050
829 South 1st StreetMilwaukee, Wisconsin 53204
T: 414.226.0200
Davenport
Milwaukee
Moline
1227A North 8th StreetPO Box 955
Sheboygan, Wisconsin 53082T: 920.459.4200
1465 41st Street, Suite 10Moline, Illinois 61265
T: 563.526.6050
Sheboygan
Sheet Number:
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3491
Cover Sheet
ConstructionDocuments
Issued to Bid 06/05/2020
McFarland Park Facility ProjectsVillage of McFarland
McFarland, WI
Construction Documents
June 5, 2020
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# DATE DESCRIPTION
SINGLE STORY, UNSPRINKLERED, BUSINESS (B) OCCUPANCY, TOILET/DOG WASH FACILITY, 952 SQUARE FEET, TYPE VB CONSTRUCTIONALLOWABLE AREA: 9,000 S.F.
UNI-SEX TOILET
A102
UNI-SEX TOILET
A103
EQUIP./STOR. ROOM
A100
DOG WASH
A101
SINGLE STORY, UNSPRINKLERED, OPEN AIR SHELTER, MISCELLANEOUS (U) OCCUPANCY, 458 SQUARE FEET,TYPE VB CONSTRUCTIONALLOWABLE AREA: 5,500 S.F.
CONCESSIONSB105
STORAGEB104
WOMEN'S TOILETB103
PLUMBING CHASE
B102
MEN'S TOILET
B101
840 SQUARE FOOT ADDITION
546 SQUARE FOOT LEVEL II ALTERATION
SINGLE STORY, UNSPRINKLERED, BUSINESS (B) OCCUPANCY, TOILET/CONCESSIONS FACILITY, 1,386 SQUARE FEET, TYPE VB CONSTRUCTIONALLOWABLE AREA: 9,000 S.F.
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Pro
ject
Titl
e:
REVISIONS:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
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Overall CodePlans
ConstructionDocuments
Issued to Bid 06/05/2020
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Scale: 1/8" = 1'-0"
Overall Toilet/Dog Wash Shelter PlanScale: 1/8" = 1'-0"
Overall Open Park Shelter PlanScale: 1/8" = 1'-0"
Overall Pavilion Addition Plan
# DATE DESCRIPTION
# INDICATES NOMINAL DIMENSION OF CMU G4 = 4" CMU = 3 5/8" ACTUALG6 = 6" CMU = 5 5/8" ACTUALG8 = 8" CMU = 7 5/8" ACTUALG12 = 12" CMU = 11 5/8" ACTUAL
BOTTOM OF WALL CONDITION
PLAN VIEW CONDITION
TOP OF WALL CONDITION
FLOOR LINE
CONCRETE MASONRY UNIT
MASONRY REINFORCING ALTERNATE COURSES
METAL DECK OR PRECAST CONCRETE PLANK
SEE STRUCTURAL DRAWINGS FOR WALL BRACING REQUIREMENTS
CUT BLOCK TO FIT UNDER DECK
COMPRESSIBLE JOINT FILLER BY MASONRY CONTRACTOR @ NON-RATED WALLS, FOR RATED WALLS,SEE DETAILS AND
U.L. DESIGN NO.: U905 (AT RATED WALLS)
"S" SUFFIX INDICATES WALLS TO HAVE SOLID GROUT FILLED CORES
2.8" MIN. EQUIV. THICKNESS @ 1 HR. WALLS4.2" MIN. EQUIV. THICKNESS @ 2 HR. WALLS
# INDICATES NOMINAL DIMENSION OF RFCMU H4 = 4" RFCMU = 3 5/8" ACTUALH6 = 6" RFCMU = 5 5/8" ACTUALH8 = 8" RFCMU = 7 5/8" ACTUAL
BOTTOM OF WALL CONDITION
PLAN VIEW CONDITION
TOP OF WALL CONDITION
FLOOR LINE
SINGLE SCORED SPLIT-FACE MASONRY UNIT
MASONRY REINFORCING ALTERNATE COURSES
BOTTOM OF ROOF TRUSS
SEE STRUCTURAL DRAWINGS FOR WALL BRACING REQUIREMENTS
"S" SUFFIX INDICATES WALLS TO HAVE SOLID GROUT FILLED CORES
SILL SEALER
2x8 TREATED WOOD SILL PLATE
5/8" GYPSUM BOARD OR MDO BOARD, PAINT
1x4 WOOD TRIM, PAINT
SHIM
FOAM FILL CORES
PLAN VIEW CONDITION
SECTION VIEW CONDITION
EXTERIOR
EXTERIOR
MIN 1" AIR SPACE W/ DRAINAGE SYSTEM
NATURAL STONE VENEER, RANDOM ASHLAR PATTERN
1'-0"
1 3/8" 3"
# INDICATES NOMINAL DIMENSION OF CMUX8B = 8" CMU = 12" OVERALL WALL DEPTH
CONCRETE MASONRY UNIT
FLUID-APPLIED AIR BARRIER
# INDICATES NOMINAL DIMENSION OF CMU F6 = 6" CMU = 5 5/8" ACTUALF8 = 8" CMU = 7 5/8" ACTUAL
BOTTOM OF WALL CONDITION
PLAN VIEW CONDITION
TOP OF WALL CONDITION
FLOOR LINE
CONCRETE MASONRY UNIT
MASONRY REINFORCING ALTERNATE COURSES
CAP BLOCK
6' -
8"
HIG
H P
AR
TIT
ION GROUT FILL CORES
DOWELS @ 16" O.C.
18"3
3" -
36"
31"
6" 36"
18"
42"
33"
- 36
"
24"
12" MAX
40"
MA
X.
TOILET PAPER DISPENSER (TA-1)
SANITARY NAPKIN DISPOSAL (TA-2)
GRAB BARS (TA-6)
ACCESSIBLE WATER CLOSET - ADULT ACCESSIBLE LAVATORY - ADULT
HI-LOW ELECTRIC
WATER COOLER
34"
MA
X INSULATE EXPOSED WATER SUPPLY & DRAIN PIPING
34"
MA
X
BABY CHANGING STATION
(TA-8)
CH
AN
GIN
G
SU
RF
AC
E
SP
OU
T
17"
- 1
9 1/
256"
42" MAX
CAULK PERIMETER OF FIXTURE ( BY PLUMBING CONTRACTOR)
39" - 41"
39"
- 4
1"
12" 24"
48"
AUTOMATED EXTERNAL
DEFIBRILLATOR
AD
A S
PO
UT
ADA KNEESPACE
FLUSH CONTROLS ON OPEN SIDE
FIRE EXTINGUISHER
CABINET
48"
MA
X.
2'-0" MIN.
MIN
.1
1/2"
TO
OP
ER
AB
LE P
AR
TS
48"
MA
X
SE
E P
LAN
LIQUID SOAPDISPENSER
(TA-4)
ADA. ELEC. HAND/ HAIR
DRYER(TA-5)
TOWEL/BAG HOOK(TA-14)
38"
- 43
"
36"
MA
X
MIRROR(TA-12A)
44"
MA
X
30" MAX ALLOWED AT CHILDREN ADA DRINK FOUNTAINS
NOT ALL ELEMENTS ARE SPECIFIC TO THIS PROJECT
SYMBOL LEGENDGRAPHIC SYMBOLS
ROOM NAMEROOM NUMBER
MATERIAL SYMBOLS
BUILDING SECTION NUMBERSHEET NUMBER
WALL SECTION NUMBERSHEET NUMBER
DETAIL NUMBERSHEET NUMBER
DOOR NUMBER
WALL TYPE
VERTICAL WORKING POINT ELEVATION
DEMO KEYNOTE
EARTH
CONCRETE BLOCK
FACE BRICK
CONCRETE
GRAVEL
BATT INSULATION
RIGID INSULATION
ROUGH LUMBER
FINISH WOOD
PLYWOOD
GYPSUM BOARD
STEEL
ALUMINUM
A###A.#
FLOOR LEVEL
114' - 0"
KEYNOTE
X4B
1A101
1A101
1A101
0 NEW GRID LINES
ROOM NAME
101
SAND
GROUT
?
SPRAY APPLIED INSULATION
EXTERIOR ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION NUMBER
SHEET NUMBER
EXISTING WALLEXISTING DOOR
REVISION#
DEMOLISHED WALLDEMOLISHED DOOR
NEW WALLNEW DOOR
#A#.##
#
#
#
# A#.##
#
#
#
NORTH ARROW
PLAN NORTH
GENERAL NOTES
1. DO NOT SCALE FROM DRAWINGS.
2. EXISTING CONDITIONS: EXISTING CONDITIONS SHOWN ON DRAWINGS REPRESENT CURRENT BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR REVIEW. WORK DONE WITHOUT RESOLUTION OF DISCREPANCIES MUST BE REDONE AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST TO THE CONTRACT.
3. REFER TO SHEET G0.2 FOR WALL TYPES.
4. REFER TO SHEET G0.2 FOR TYPICAL MOUNTING HEIGHTS. REFER TO INTERIOR ELEVATION SHEET FOR ROOM SPECIFIC FIXTURE MOUNTING HEIGHTS.
5. REFER TO SHEET A9.0 FOR FLOOR TRANSITION DETAILS.
6. REFER TO SHEET A9.0 FOR TYPICAL FLOOR/BASE CONDITIONS.
7. CMU WALLS ARE DIMENSIONED TO FACE OF WALL.
8. HOUSEKEEPING PADS BY GENERAL CONTRACTOR. SEE PLUMBING DRAWINGS FOR LOCATIONS.
9. PITCH ALL CONCRETE STOOPS AND APRONS 1/4" PER FOOT AWAY FROM BUILDING.
10. SLOPE ALL INTERIOR FLOOR SLABS TO DRAINS, MINIMUM 1/4" PER FOOT.
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations
www.brayarch.com
Proje
ct Tit
le:
REVISIONS:
A
B
C
D
E
7
220 Emerson Place, Suite 301Davenport, Iowa 52801
T: 563.526.6050
829 South 1st StreetMilwaukee, Wisconsin 53204
T: 414.226.0200
Davenport
Milwaukee
Moline
1227A North 8th StreetPO Box 955
Sheboygan, Wisconsin 53082T: 920.459.4200
1465 41st Street, Suite 10Moline, Illinois 61265
T: 563.526.6050
Sheboygan
Sheet Number:
6 5 4 3 2 1
7 6 5 4 3 2 1
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3491
Wall Types,Abbrieviations,
Symbols,Mounting Heights,
General Notes
ConstructionDocuments
Issued to Bid 06/05/2020
Vill
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McF
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Scale: 1 1/2" = 1'-0"
WALL TYPE G#Scale: 1 1/2" = 1'-0"
WALL TYPE H#Scale: 1 1/2" = 1'-0"
WALL TYPE X#SScale: 1 1/2" = 1'-0"
WALL TYPE F#
Scale: 3/8" = 1'-0"
TYPICAL MOUNTING HEIGHTS
TYPICAL ABBREVIATIONS LIST@ AT
A/C AIR CONDITIONING
ADJ ADJUSTIBLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECT(UAL)
AT ACOUSTICAL TILE
AVG AVERAGE
AWP ACOUSTICAL WALL PANEL
BCJ BRICK CONTROL JOINT
BLDG BUILDING
BOT BOTTOM
BRG BEARING
CAB CABINET
CG CORNER GUARD
CIP CAST IN PLACE
CJ CONTROL JOINT
CLG CEILING
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
CPT CARPET
CT CERAMIC TILE
DEMO DEMOLITION/DEMOLISH
DEPT DEPARTMENT
DF DRINK FOUNTAIN
DIA DIAMETER
DN DOWN
DS DOWNSPOUT
DWG DRAWING
EFS EXTERIOR FINISH SYSTEM
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
ELEC ELECTRIC(AL)
EPT EPOXY PAINT
EX EXISTING
FAB FABRIC
FB FACE BRICK
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FIN FINISH
FL FLOOR
FOM FACE OF MASONRY
FOW FACE OF WALL
FP FIREPROOF(ING)
FV FIELD VERIFY
GALV GALVANIZED
GYP GYPSUM
GYP BD GYPSUM BOARD
HGT HEIGHT
HM HOLLOW METAL
HR HOUR
HVAC HEATING/VENTILATION & AIR CONDITIONING
INFO INFORMATION
JC JANITOR CLOSET
LAB LABORATORY
LAM LAMINAT(E)(ED)(ION)
LOC LOCATION
MAX MAXIMUM
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OH OVERHEAD
PLAM PLASTIC LAMINATE
PLMG PLUMBING
PREFAB PREFABRICATED
PROJ PROJECT(ION)(OR)
PT PAINT
QT QUARRY TILE
R RISER
RB RUBBER BASE
RCB RUBBER COVE BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REINF REINFORCING
REQ'D REQUIRED
RM ROOM
ROW RIGHT OF WAY
RUB RUBBER
SAN SANITARY
SCHED SCHEDULE
SHT SHEET(ING)
SHV SHEL(F)(VING)
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STOR STORAGE
STRUCT STRUCTUR(E)(AL)
SYS SYSTEM
T&G TONGUE & GROOVE
T/ TOP OF
TEMP TEMPERATURE, TEMPORARY, TEMPERED
TER TERRAZZO
TR TREAD
TRT'D TREATED
TS TACK SURFACE
TT TERRAZZO TILE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VB VINYL BASE
VCT VINYL COMPOSITE TILE
W/ WITH
WD WOOD
WDB WOOD WALL BASE
WP WEATHERPROOF
YD YARD
YR YEAR
PROJECT KEYNOTE LEGENDEPT-1 EPOXY PAINT
FRP-1 FIBER REINFORCED PANEL
PT-4 PAINT
RES-1 RESINOUS FLOOR
SSV-1 WOOD STAIN - SEE INTERIOR FINISH LEGEND
TA-1 TOILET PAPER DISPENSER - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR
TA-4 LIQUID SOAP DISPENSER - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR
TA-5 ELECTRIC HAND DRYER - FURNISHED BY ELEC. CONTRACTOR, INSTALLED BY ELEC. CONTRACTOR
TA-6 42'' , 36'', 18''V GRAB BAR SET - FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR
TA-8 BABY CHANGING STATION - FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR
TA-12 MIRROR - SEE INTERIOR ELEVATION FOR SIZE - FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR
TA-14 ROBE HOOK - FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR
# DATE DESCRIPTION
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Proje
ct Tit
le:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
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McFa
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Par
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12 M
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Suite
103
Mad
ison,
WI 5
3719
(608)
273-3
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C1.0
Erosion ControlPlan & Notes
ConstructionDocumentsIssued to Bid 06/05/2020
6/4/
2020
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REVISIONS:DATE DESCRIPTION#
AutoCAD SHX TextEROSION CONTROL NOTES: CONSTRUCT A STONE CHECK DAM IN GUTTER LINE AT ALL LOCATIONS MARKED WITH " " SURFACE FLOW DIRECTION IS INDICATED WITH SILT FENCE INSTALLATION IS INDICATED WITH POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OF TERMINATION IS FILED WITH WDNR. KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST. INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZE LAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL. REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT http:dnr.wi.gov/topic/stormwater/standards/const_standards.html. INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKING PAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S). STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067. NOTIFY THE OWNER IF DEWATERING IS SCHEDULED TO OCCUR IN AREAS OF SOIL AND/OR GROUNDWATER CONTAMINATION, OR IF DEWATERING WILL OCCUR FROM A HIGH CAPACITY WELL (70 GPM OR MORE). DEWATER ONLY AFTER THE APPROPRIATE WDNR DEWATERING DISCHARGE PERMIT HAS BEEN OBTAINED. PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. LIMIT PUMPING RATES TO EITHER (A) THE SEDIMENT BASIN/TRAP DESIGN DISCHARGE RATE, OR (B) THE BASIN DESIGN RELEASE RATE WITH THE CORRECTLY-FITTED HOSE AND GEOTEXTILE FILTER BAG. PERFORM DEWATERING OF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061. COMPLETE AND STABILIZE SEDIMENT BASINS/TRAPS OR WET PONDS PRIOR TO MASS LAND DISTURBANCE TO CONTROL RUNOFF DURING CONSTRUCTION. REMOVE SEDIMENT AS NEEDED TO MAINTAIN 3 FEET OF DEPTH TO THE OUTLET, AND PROPERLY DISPOSE OF SEDIMENT REMOVED DURING MAINTENANCE (REFER TO NR 528). CONSTRUCT AND MAINTAIN THE SEDIMENT BASIN PER WDNR TECHNICAL STANDARD SEDIMENT BASIN #1064 AND SEDIMENT TRAP #1063. CONSTRUCT AND PROTECT THE BIOINFILTRATION BASIN AND VEGETATION FROM RUNOFF AND SEDIMENT DURING CONSTRUCTION. REFERENCE THE WDNR TECHNICAL STANDARD BIORETENTION FOR INFILTRATION #1004. INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIER HEIGHT. REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062. INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS #1071. IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE. OCTOBER 15 THROUGH COLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE. SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE OWNER. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ON CONSTRUCTION SITES #1068. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL. COORDINATE WITH THE OWNER TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THE ANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETER SEDIMENT CONTROL MEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS). INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES (SUCH AS TEMPORARY SEDIMENT BASINS, DITCH CHECKS, EROSION CONTROL MATTING, SILT FENCING, FILTER SOCKS, WATTLES, SWALES, ETC.), OR AS DIRECTED BY THE OWNER.
AutoCAD SHX TextELVEHJEM ROAD
AutoCAD SHX TextPERROT PLACE
AutoCAD SHX Text5
AutoCAD SHX Text0
AutoCAD SHX Text10
AutoCAD SHX Text20
AutoCAD SHX TextN
AutoCAD SHX TextNEW ITEMS:
AutoCAD SHX TextEXISTING ITEMS:
AutoCAD SHX TextNEW SANITARY SEWER
AutoCAD SHX TextNEW STORM SEWER
AutoCAD SHX TextEXISTING STORM SEWER
AutoCAD SHX TextUNDERGROUND CATV.
AutoCAD SHX TextUNDERGROUND TELE.
AutoCAD SHX TextUNDERGROUND ELEC.
AutoCAD SHX TextEXISTING SANITARY SEWER
AutoCAD SHX TextEXISTING WATER MAIN
AutoCAD SHX TextCATV. PED.
AutoCAD SHX TextSTUMP
AutoCAD SHX TextC
AutoCAD SHX Text(RELATIVE SIZE SHOWN)
AutoCAD SHX TextE
AutoCAD SHX TextEVERGREEN
AutoCAD SHX TextELEC. PED.
AutoCAD SHX TextDECID. TREE
AutoCAD SHX TextTELE. PED.
AutoCAD SHX TextT
AutoCAD SHX TextIRON PIPE
AutoCAD SHX TextIP
AutoCAD SHX TextIRON ROD
AutoCAD SHX TextIR
AutoCAD SHX TextGAS VALVE
AutoCAD SHX TextSIGN
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextCS
AutoCAD SHX TextNEW WATER MAIN
AutoCAD SHX TextCS
AutoCAD SHX TextMANHOLE
AutoCAD SHX TextOVERHEAD
AutoCAD SHX TextPROPERTY LINE
AutoCAD SHX TextEXISTING GAS
AutoCAD SHX TextENDWALL
AutoCAD SHX TextENDWALL
AutoCAD SHX TextWATER VALVE
AutoCAD SHX TextCURB STOP
AutoCAD SHX TextCURB INLET
AutoCAD SHX TextGAS WARNING
AutoCAD SHX TextWATER VALVE
AutoCAD SHX TextCURB STOP
AutoCAD SHX TextPOWER POLE
AutoCAD SHX TextLIGHT POLE
AutoCAD SHX TextCURB INLET
AutoCAD SHX TextSTREET SIGN
AutoCAD SHX TextEXISTING FENCE LINE
AutoCAD SHX TextSAWCUT
AutoCAD SHX TextSANITARY VALVE
AutoCAD SHX TextPULL BOX
AutoCAD SHX TextMONITORING WELL
AutoCAD SHX TextCLEANOUT
AutoCAD SHX TextLAMP POST
AutoCAD SHX TextFLAG POLE
AutoCAD SHX TextWELL
AutoCAD SHX TextMAILBOX
AutoCAD SHX TextSANITARY MANHOLE
AutoCAD SHX TextSTORM MANHOLE
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX TextTW
AutoCAD SHX TextSQUARE INLET
AutoCAD SHX TextCIRCULAR INLET
AutoCAD SHX TextSHRUB OR HEDGE
AutoCAD SHX TextNOTES: 1.) EXISTING FEATURES AND LABELS ARE SHOWN WITH SCREENED, LIGHTER LINES.
AutoCAD SHX Text2.) NEW CONCRETE IS SHOWN SHADED IN PLAN VIEWS 3.) CONCRETE REMOVALS ARE SHOWN BY CROSS-HATCHING
AutoCAD SHX TextLEGEND
AutoCAD SHX TextN
AutoCAD SHX TextU
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextI
AutoCAD SHX TextT
AutoCAD SHX TextO
DETAILCLEAR STONE TRACKING PAD
DETAILSEDIMENT FENCE
DETAILINLET PROTECTION - FRAMED (W/ CURB BOX)
DETAILWATER SERVICE INSTALLATION
DETAILSANITARY SEWER LATERAL
DETAILBIO-RETENTION AREA
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee
829 S. 1st Street
Milwaukee, Wisconsin 53204
T: 414.226.0200
Pro
je
ct T
itle
:
Sheboygan
1227A North 8th Street
PO Box 955
Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport
220 Emerson Place, Suite 301
Davenport, Iowa 52801
Villa
ge
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nd
Mc
Fa
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3491
Mc
Fa
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P
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2912 M
arketplace D
rive
Suite 103
Madison, W
I 53719
(608) 273-3350
ww
w.tcengineers.net
C1.1
Standard
Construction
Details -
Erosion Control
Construction
Documents
Issued to Bid 06/05/2020
6/4
/2
02
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6:2
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REVISIONS:
DATE DESCRIPTION#
AutoCAD SHX Text3" TO 6" CLEAR STONE
AutoCAD SHX TextNOTE: - ON STREET SURFACES CRUSHED AGGREGATE BASE STONE SERVES AS TRACKING PAD.
AutoCAD SHX Text%%UCROSS-SECTION OF A PROPERLY INSTALLED SEDIMENT FENCE%%U
AutoCAD SHX TextBURIED EDGE OF FILTER FABRIC
AutoCAD SHX TextEXISTING GROUND SURFACE
AutoCAD SHX TextFILTER FABRIC
AutoCAD SHX Text2x2 WOOD POST
AutoCAD SHX TextSEDIMENT LADEN RUNOFF
AutoCAD SHX TextBACKFILL AND COMPACT TRENCH OVER FLAP OF FABRIC TO PREVENT PIPING
AutoCAD SHX TextSTAKED AND ENTRENCHED SEDIMENT FENCE
AutoCAD SHX TextFILTERED RUNOFF
AutoCAD SHX Text%%USEDIMENT FENCE DETAIL%%U
AutoCAD SHX TextGENERAL NOTES: WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. FRAMED INLET PROTECTION SHALL BE COMPLIANT WITH ALL ASTM STANDARD D8057-17 REQUIREMENTS, INCLUDING: A. BYPASS OVERFLOW THAT MEETS OR EXCEEDS INLET BYPASS OVERFLOW THAT MEETS OR EXCEEDS INLET DESIGN FLOW B. FRAME AND BAG STRONG ENOUGH TO HANDLE FULL FRAME AND BAG STRONG ENOUGH TO HANDLE FULL SEDIMENT LOAD.
AutoCAD SHX TextINSTALLATION NOTES: NO PART OF INLET PROTECTION SHALL BE PROJECTING ABOVE THE GRATE. FOR COMBINATION INLETS, PROTECTION SHALL CAPTURE RUNOFF ENTERING BOTH GRATE AND CURB OPENING. A DUAL FABRIC FILTER BAG, WITH NON-WOVEN BOTTOM AND WOVEN TOP SHALL BE USED. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG.
AutoCAD SHX TextWATER SERVICE
AutoCAD SHX TextSEWER LATERAL
AutoCAD SHX Text%%UPLAN VIEW
AutoCAD SHX Text%%UPROFILE VIEW
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextCORP STOP
AutoCAD SHX TextHORIZONTAL OFFSET FOR WATER LATERALS
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextCORP STOP
AutoCAD SHX TextCURB STOP BOX
AutoCAD SHX TextCURB STOP
AutoCAD SHX TextEXISTING WATER SERVICE
AutoCAD SHX TextEXISTING WATER SERVICE
AutoCAD SHX TextUNION
AutoCAD SHX TextUNION
AutoCAD SHX TextVERTICAL OFFSET FOR EX. WATER LATERALS, AS APPLICABLE
AutoCAD SHX Text12" TAIL PIECE WITH PEENED END REQ'D FOR NEW SERVICES
AutoCAD SHX TextSOLID CONCRETE BLOCK
AutoCAD SHX TextNOTES: - HORIZONTAL AND VERTICAL OFFSETS SHALL BE MADE WITH AN APPROVED PIPE BENDING TOOL. SHARP BENDS OR KINKS IN THE WATER SERVICE ARE NOT ALLOWED. - VERTICAL OFFSETS SHALL BE MADE ON THE PROPERTY LINE SIDE OF THE CURB STOP. - PLASTIC OR CAST IRON CURB BOX SLEEVES SHALL BE INSTALLED WHERE CURB BOXES ARE INSTALLED IN CONCRETE OR ASPHALT SURFACES. -THE SEWER LATERAL SHALL BE LOCATED ON THE DOWNSTREAM SIDE OF THE WATER SERVICE, BASED ON SEWER MAIN FLOW DIRECTION. -THE LOCATION OF ALL WATER SERVICES CROSSING UNDER THE CURB & GUTTER SHALL BE MARKED BY STAMPING A "W" IN THE TOP OF CURB OVER THE LOCATION OF THE WATER SERVICE LINE.
AutoCAD SHX Text%%UJOINT TRENCH INSTALLATION
AutoCAD SHX TextWATER SERVICE
AutoCAD SHX TextSEWER LATERAL
AutoCAD SHX TextALTERNATE ARRANGEMENT: LEDGE OF UNDISTURBED MATERIAL
AutoCAD SHX TextPROPERTY LINE
AutoCAD SHX TextBRICK OR CONCRETE BLOCK
AutoCAD SHX TextCURB STOP SLEEVE REQ'D IN CONCRETE OR ASPHALT SURFACES
AutoCAD SHX TextPOLYETHYLENE WRAP
AutoCAD SHX Text%%UJOINT TRENCH INSTALLATION W/
AutoCAD SHX TextLESS THAN 12" VERTICAL SEPARATION
AutoCAD SHX Text%%USTANDARD INSTALLATION
AutoCAD SHX TextUSE A LATERAL SLOPE OF 1/8" PER FT. IF THE COVER OVER THE SEWER MAIN IS LESS THAN 12'
AutoCAD SHX Text45° BEND
AutoCAD SHX TextCURB SERVICE BOX
AutoCAD SHX Text1/4" PER FT. MAX
AutoCAD SHX Text1/8" PER FT. MIN.
AutoCAD SHX TextPLUG
AutoCAD SHX TextNOTES: 1. CONSTRUCT LATERALS IN CONFORMANCE WITH CHAPTER SPS 382 OF THE CONSTRUCT LATERALS IN CONFORMANCE WITH CHAPTER SPS 382 OF THE WISCONSIN ADMINISTRATIVE CODE. 2. LATERAL SLOPE SHALL BE " PER FOOT WHERE SUFFICIENT COVER EXISTS. LATERAL SLOPE SHALL BE " PER FOOT WHERE SUFFICIENT COVER EXISTS. 14" PER FOOT WHERE SUFFICIENT COVER EXISTS. 3. CONTRACTOR SHALL VERIFY SIZE, DEPTH, AND LOCATION OF EXISTING LATERALS. CONTRACTOR SHALL VERIFY SIZE, DEPTH, AND LOCATION OF EXISTING LATERALS. 4. WHERE LATERALS ARE NOT IMMEDIATELY CONNECTED TO BUILDING SEWERS THE ENDS WHERE LATERALS ARE NOT IMMEDIATELY CONNECTED TO BUILDING SEWERS THE ENDS OF THE LATERALS SHALL BE MARKED BY POSITIONING 4"x4" BOARDS VERTICALLY FROM THE ENDS OF THE LATERALS TO AT LEAST 2' ABOVE THE GROUND SURFACE. 5. THE LOCATION OF ALL SEWER LATERALS CROSSING UNDER THE CURB & GUTTER SHALL THE LOCATION OF ALL SEWER LATERALS CROSSING UNDER THE CURB & GUTTER SHALL BE MARKED BY STAMPING AN "S" IN THE TOP OF THE CURB OVER THE LOCATION OF THE SEWER LATERAL.
AutoCAD SHX Text10-GAUGE, SOLID CORE, INSULATED WIRE TAPED TO LATERAL EVERY 10 FEET
AutoCAD SHX Text1/4" PER FOOT
AutoCAD SHX Text45° BEND
AutoCAD SHX TextWYE CONNECTION SLANTED 45° UPWARDS
AutoCAD SHX Text%%UINSTALLATION WITH VERTICAL RISER
AutoCAD SHX Text45° BENDS
AutoCAD SHX Text34" GRAVEL ENVELOPE (1" CLEAR STONE WHEN DEWATERING IS NECESSARY)
AutoCAD SHX Text45° BENDS
AutoCAD SHX TextGRADE ADJUSTMENT TO EX. SANITARY LATERAL
AutoCAD SHX TextEX. SAN. LATERAL (DEPTH VARIES)
AutoCAD SHX TextFERNCO COUPLING
AutoCAD SHX TextSOLID CONCRETE BLOCK
AutoCAD SHX TextSOLID CONCRETE BLOCK
AutoCAD SHX TextSANITARY LATERAL CURB SERVICE BOX
AutoCAD SHX Text10-GAUGE, SOLID CORE, INSULATED WIRE TAPED TO LATERAL EVERY 10 FEET
AutoCAD SHX Text34" GRAVEL ENVELOPE (1" CLEAR STONE WHEN DEWATERING IS NECESSARY)
AutoCAD SHX TextWYE CONNECTION SLANTED 45° UPWARDS
AutoCAD SHX Text18" EXTRA TRACER WIRE LOOP BACK INSIDE BOX
AutoCAD SHX TextNEW GROUND
AutoCAD SHX TextSAND
AutoCAD SHX TextENGINEERED SOIL
AutoCAD SHX TextPEA GRAVEL
AutoCAD SHX TextMULCH LAYER
AutoCAD SHX TextNATIVE SOIL
AutoCAD SHX TextLINE VERTICAL FACES WITH GEOTEXTILE FABRIC
AutoCAD SHX TextPLANTS APPROVED BY OWNER (1 PER SQ. FT.)
AutoCAD SHX Text4 (TYP.)
AutoCAD SHX Text1
AutoCAD SHX TextEX. GROUND
AutoCAD SHX Text858.75
AutoCAD SHX Text858.55
AutoCAD SHX Text859.25
AutoCAD SHX Text856.88
AutoCAD SHX Text856.55
AutoCAD SHX Text856.22
···
·
·
·
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Proje
ct Tit
le:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
Villa
ge of
McF
arlan
dMc
Farla
nd P
ark F
acilit
y Pro
jects
McFa
rland
, WI
3491
Dog ParkSite & UtilityLayout Plan
ConstructionDocumentsIssued to Bid 06/05/2020
2912
Mark
etplac
e Driv
eSu
ite 10
3M
adiso
n, W
I 537
19(60
8) 27
3-335
0w
ww
.tcen
gine
ers.
net
C1.2
6/4/
2020
9:0
3:30
AM
J:\J
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\MC
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2020
Dog
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Res
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\MC
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SE.d
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REVISIONS:DATE DESCRIPTION#
AutoCAD SHX TextELVEHJEM ROAD
AutoCAD SHX TextPERROT PLACE
AutoCAD SHX TextCS
AutoCAD SHX TextNORTH DOG AREA GRADING PHASE I (APPROX. 7,800 SQ. FT.)
AutoCAD SHX TextNOTES WHITE EPOXY PAINT FOR PARKING LOT PAVING MARKINGS. EAST HALF OF PARKING LOT IS REJECT CURB & GUTTER CONTRACTOR TO GRADE PHASE I AND HAVE RESTORATION ESTABLISHED BEFORE GRADING PHASE II OF DOG PARK. CONTRACTOR TO ENGAGE 3RD PARTY ENGINEER/SOILS PROFESSIONAL TO PERFORM SITE EVALUATION AT BIO-RETENTION AREA AS SPECIFIED IN WDNR CONSERVATION PRACTICE STANDARD 1002 BEFORE BEGINNING CONSTRUCTION AND PROVIDE RESULTS TO OWNER TO CONFIRM STORMWATER MANAGEMENT DESIGN PARAMETERS. ASPHALT PARKING LOT PAVEMENT PLACEMENT OF SINGLE LIFT OF 4 LT TYPE 58-28S, 3" THICKNESS. ASPHALT PATH PAVEMENT PLACEMENT OF SINGLE LIFT OF 4 LT TYPE 58-28S, 2" THICKNESS.
AutoCAD SHX TextALT. BID C-1
AutoCAD SHX TextCS
AutoCAD SHX TextTEMPORARY BENCHMARK TABLE
AutoCAD SHX TextTBM
AutoCAD SHX TextELEV.
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX Text400
AutoCAD SHX Text861.52
AutoCAD SHX TextX IN CONC. NE CORNER OF INTERSECTION
AutoCAD SHX Text401
AutoCAD SHX Text862.49
AutoCAD SHX TextPK NAIL ON N SIDE OF ELVEHJEM ROAD
AutoCAD SHX TextNORTH DOG AREA GRADING PHASE II (APPROX. 10,550 SQ. FT.)
AutoCAD SHX Text5
AutoCAD SHX Text0
AutoCAD SHX Text10
AutoCAD SHX Text20
AutoCAD SHX TextN
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Proje
ct Tit
le:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
Villa
ge of
McF
arlan
dMd
Farla
nd P
ark F
acilit
y Pro
jects
McFa
rland
, WI
3491
Dog ParkGrading Plan
ConstructionDocumentsIssued to Bid 06/05/2020
2912
Mark
etplac
e Driv
eSu
ite 10
3M
adiso
n, W
I 537
19(60
8) 27
3-335
0w
ww
.tcen
gine
ers.
net
C1.3
6/4/
2020
9:0
3:30
AM
J:\J
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2020
Dog
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ings
\MC
175
BA
SE.d
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REVISIONS:DATE DESCRIPTION#
AutoCAD SHX TextCS
AutoCAD SHX TextALT. BID C-1
AutoCAD SHX TextCS
AutoCAD SHX Text858
AutoCAD SHX Text859
AutoCAD SHX TextTEMP 858
AutoCAD SHX TextTEMP 859
AutoCAD SHX Text859
AutoCAD SHX Text859
AutoCAD SHX Text858
AutoCAD SHX Text859
AutoCAD SHX Text860
AutoCAD SHX Text861
AutoCAD SHX Text2.5
AutoCAD SHX Text0
AutoCAD SHX Text5
AutoCAD SHX Text10
AutoCAD SHX TextN
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Proje
ct Tit
le:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
Villa
ge of
McF
arlan
dMc
Farla
nd, W
I
C1.4
3491
McDaniel ParkSite Layout Plan
ConstructionDocumentsIssued to Bid 06/05/2020
Villa
ge of
McF
arlan
dMc
Farla
nd P
ark F
acilit
y Pro
jects
McFa
rland
, WI
2912
Mark
etplac
e Driv
eSu
ite 10
3M
adiso
n, W
I 537
19(60
8) 27
3-335
0w
ww
.tcen
gine
ers.
net
6/3/
2020
10:
16:3
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REVISIONS:DATE DESCRIPTION#
AutoCAD SHX TextCS
AutoCAD SHX TextCS
AutoCAD SHX TextMCDANIEL LANE
AutoCAD SHX TextCS
AutoCAD SHX TextN
AutoCAD SHX Text5
AutoCAD SHX Text0
AutoCAD SHX Text10
AutoCAD SHX Text20
DETAILCONCRETE CURB AND GUTTER
B B
AA
DETAILDRIVEWAY
DETAILSIDEWALK - TERRACE SECTION
DETAILCURB RAMP
DETAILSUPERELEVATED PATH
DETAILCROWNED PATH
Sheet Number:
© 2019 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee
829 S. 1st Street
Milwaukee, Wisconsin 53204
T: 414.226.0200
Pro
je
ct T
itle
:
Sheboygan
1227A North 8th Street
PO Box 955
Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport
220 Emerson Place, Suite 301
Davenport, Iowa 52801
Villa
ge
o
f M
cF
arla
nd
Mc
Fa
rla
nd
P
ark
F
ac
ility
P
ro
je
cts
Mc
Fa
rla
nd
, W
I
3491
2912 M
arketplace D
rive
Suite 103
Madison, W
I 53719
(608) 273-3350
ww
w.tcengineers.net
C1.5
Standard
Construction
Details -
Street
Improvements
Construction
Documents
Issued to Bid 06/05/2020
6/4
/2
02
0 9
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6:2
0 A
M
J:\J
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arla
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P
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S
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\M
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17
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REVISIONS:
DATE DESCRIPTION#
AutoCAD SHX TextSTANDARD CURB & GUTTER CROSS SECTION DIMENSIONS
AutoCAD SHX TextDRIVE-OVER CURB & GUTTER CROSS SECTION DIMENSIONS
AutoCAD SHX TextALTERNATE BOTTOM CONFIGURATION
AutoCAD SHX Text¼" RADIUS
AutoCAD SHX Text "/FT. SLOPE
AutoCAD SHX Text4
AutoCAD SHX Text/
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text/
AutoCAD SHX Text3
AutoCAD SHX Text¼" RADIUS
AutoCAD SHX Text "/FT. SLOPE
AutoCAD SHX Text4
AutoCAD SHX Text/
AutoCAD SHX Text3
AutoCAD SHX Text " RADIUS
AutoCAD SHX Text4
AutoCAD SHX Text/
AutoCAD SHX Text3
AutoCAD SHX TextNOTES: 1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 6 TO 12 FEET AND AT LOCATIONS SHOWN IN THE CURB RAMP AND DRIVEWAY DETAILS. 2.) EXPANSION JOINTS SHALL BE PLACED AT EVERY END OF RADIUS, 3 FEET ON ONE SIDE OF EACH STREET INLET AND AT INTERVALS NOT TO EXCEED 300 FEET.
AutoCAD SHX TextCURB OPENING FOR SIDEWALK RAMP SEE DETAIL "CURB RAMP"
AutoCAD SHX TextRADIUS & STREET INLET PLAN VIEW
AutoCAD SHX TextSTANDARD CURB & GUTTER SECTION
AutoCAD SHX TextEND OF CURB & GUTTER DETAIL
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX TextEND OF RADIUS
AutoCAD SHX TextEND OF RADIUS
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextSTANDARD CURB & GUTTER SECTION
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX TextSTANDARD CURB & GUTTER SECTION
AutoCAD SHX TextTAPER TO END
AutoCAD SHX TextSTANDARD STREET INLET
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX Text3 FEET MAX.
AutoCAD SHX TextSINGLE #5 REBAR 6' LONG CENTERED ON INLET (BEND ENDS TOWARD GUTTER)
AutoCAD SHX Text%%UPLAN VIEW
AutoCAD SHX Text%%USECTION A-A
AutoCAD SHX Text%%USECTION B-B
AutoCAD SHX TextDRIVE-OVER CURB & GUTTER SECTION SEE DETAIL "CONCRETE CURB AND GUTTER"
AutoCAD SHX Text6" MINIMUM CRUSHED AGG. BASE COURSE
AutoCAD SHX Text5" CONCRETE DRIVEWAY APRON AND SIDEWALK
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextEX. DRIVEWAY SURFACE
AutoCAD SHX TextVAR.
AutoCAD SHX Text2%
AutoCAD SHX TextCONTRACTION JOINT
AutoCAD SHX Text2' TRANSITION*
AutoCAD SHX Text2'
AutoCAD SHX Text*A 4' TRANSITION IS REQUIRED IF THE TERRACE WIDTH IS LESS THAN 4 FEET
AutoCAD SHX Text5" THICK SIDEWALK
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextEDGE OF CONC. APRON
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX TextCONTRACTION JOINT
AutoCAD SHX Text2' TRANSITION SEE SECTION B-B
AutoCAD SHX Text- 5" THICK WALK WIDTH SHALL BE EQUAL TO THE EX. DRIVE WIDTH OR A MINIMUM OF 12' CENTERED ON THE EX. DRIVE. THE DRIVE-OVER CURB WIDTH SHALL BE EQUAL TO THE 5" THICK WALK WIDTH PLUS 2', CENTERED ON THE EX. DRIVE.
AutoCAD SHX TextCONTRACTION JOINTS THROUGH 5" THICK SIDEWALK SHALL CREATE EQUAL SIZED SECTIONS BETWEEN 4 FEET AND 6 FEET LONG
AutoCAD SHX TextEDGE OF EX. DRIVE
AutoCAD SHX TextEXPANSION JOINT REQUIRED IF EX. DRIVE IS CONCRETE
AutoCAD SHX TextCURB & GUTTER CONTRACTION JOINTS TO BE EVENLY SPACED THROUGH THE DRIVEWAY
AutoCAD SHX TextNOTES:
AutoCAD SHX Text- CONTRACTION JOINTS IN 5" THICK SIDEWALKS SHALL BE PLACED EVERY 5'. EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT TO EXCEED 96 FEET.
AutoCAD SHX Text5" THICK SIDEWALK
AutoCAD SHX Text5" THICK SIDEWALK
AutoCAD SHX TextCENTER CONTRACTION JOINT
AutoCAD SHX TextPROPERTY LINE
AutoCAD SHX Text(0.1') ACROSS
AutoCAD SHX TextSLOPE AT 4% ACROSS TERRACE FROM TOP OF CURB TO FRONT OF SIDEWALK*
AutoCAD SHX Text2% SLOPE
AutoCAD SHX TextSLOPE TO BLEND TO EXISTING GRADE AS NOTED IN THE PROJECT CROSS SECTION SHEETS
AutoCAD SHX Text5" CONCRETE SIDEWALK
AutoCAD SHX Text6" OF " CRUSHED 34" CRUSHED AGGREGATE
AutoCAD SHX TextSTANDARD CONCRETE CURB & GUTTER SEE DETAIL "CONCRETE CURB AND GUTTER"
AutoCAD SHX Text4" TOPSOIL, FERTILIZER, SEED AND MULCH
AutoCAD SHX TextWALK*
AutoCAD SHX Text* WHERE PLAN CROSS SECTIONS CONFLICT WITH THIS DETAIL THE PLAN CROSS SECTIONS SHALL GOVERN.
AutoCAD SHX TextPROPERTY LINE
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextCONTRACTION JOINT
AutoCAD SHX TextSTANDARD CURB & GUTTER SEE DETAIL "CONCRETE CURB AND GUTTER"
AutoCAD SHX TextEXPANSION JOINT (TYP.)
AutoCAD SHX Text2' X 3' TRUNCATED DOME PANELS
AutoCAD SHX Text1'-6" TRANSITION (TYP. BOTH SIDES)
AutoCAD SHX TextPROPERTY LINE
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextEXPANSION JOINT
AutoCAD SHX TextCONTRACTION JOINT
AutoCAD SHX TextSTANDARD CURB & GUTTER SEE DETAIL "CONCRETE CURB AND GUTTER"
AutoCAD SHX TextEXPANSION JOINT (TYP.)
AutoCAD SHX Text1'-6" TRANSITION (TYP. BOTH SIDES)
AutoCAD SHX Text%%UTYPE 1 CURB RAMP
AutoCAD SHX Text%%UTYPE 2 CURB RAMP
AutoCAD SHX Text- FOR USE WHEN THE DISTANCE FROM THE BACK OF THE CURB TO THE BACK OF THE SIDEWALK (D) IS LESS THAN 12 FEET.
AutoCAD SHX Text- FOR USE WHEN THE DISTANCE FROM THE BACK OF THE CURB TO THE BACK OF THE SIDEWALK (D) IS GREATER THAN OR EQUAL TO 12 FEET.
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextNOTES: TRUNCATED DOME PANELS MUST TOUCH ONE CORNER TO RADIUS OF BACK OF CURB. IF MORE THAN ONE IS USED THEY MUST TOUCH OR OVERLAP. DOMES SHALL BE ALIGNED WITH CROSS WALK DIRECTION.
AutoCAD SHX TextSTAGGERED 2'X2' TRUNCATED DOME PANELS
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX Text1'-6" TRANSITION (TYP. BOTH SIDES)
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX TextEXPANSION JOINTS
AutoCAD SHX Text1'-6" TRANSITION (TYP. BOTH SIDES)
AutoCAD SHX Text12" THICKNESS 3/4" CRUSHED AGGREGATE
AutoCAD SHX Text2" THICKNESS TYPE 4 LT HOT-MIX ASPHALT PAVEMENT
AutoCAD SHX TextBLEND TO EX. GRADE WITH TOPSOIL, SEED AND MULCH 4H:1V SLOPE (TYP.)
AutoCAD SHX Text12" THICKNESS 3/4" CRUSHED AGGREGATE
AutoCAD SHX Text2" THICKNESS TYPE 4 LT HOT-MIX ASPHALT PAVEMENT
AutoCAD SHX TextBLEND TO EX. GRADE WITH TOPSOIL, SEED AND MULCH 4H:1V SLOPE (TYP.)
AutoCAD SHX Text2.0%
AutoCAD SHX Text2.0%
AutoCAD SHX Text2.0%
A B B R E V I A T I O N S
AB Anchor Bolt
ADDM Addendum
ADDL Additional
ADJ Adjacent
ADJ Adjustable
AFF Above Finished Floor
AGGR Aggregate
ALUM Aluminum
ALT Alternate, Alternating
APPROX Approximate
ANCH Anchor
ARCH Architectural
BB Bond Beam
BC Bottom Chord
BCX Bott Chord Extension
BD Board
BL Brick Ledge
BLDG Building
BLK Block
BLKG Blocking
BM Beam
BO Bottom of
BOF Bottom of Footing
BOL Bottom of Lintel
BOS Bottom of Steel
BOT Bottom
BOW Bottom of Wall
BP Bearing Plate
BRDG Bridging, Bridge
BRG Bearing
BRK Brick
BSMT Basement
BT Bent
BTWN Between
C Camber
C Standard Channel
CANT Cantilever (ed)
CB Castellated Beam
CB Catch Basin
CFMU Conc Form Masonry Unit
CHD Chord
CIP Cast-in-Place
CJ Composite Joist
CJ Control Joint
CL Centerline
CLG Ceiling
CLR Clear (ance)
CMU Conc Masonry Unit
CO Clean out
COL Column
CONC Concrete
CONN Connection
CONSTR Construction
CONT Continuous
CONTR Contractor
COORD Coordinate
COV Cover
CP Center Point
CRS Course
CTR Center
CU FT Cubic Feet
CU YD Cubic Yards
D Depth
DBL Double
DEPR Depression
DF Douglas Fir
DIA Diameter
DIAG Diagonal
DIM Dimension
DK Deck
DL Dead Load
DLH Deep Longspan Joist
DN Down
DO Ditto
DR Door
DTL Detail
DWG Drawing
DWL Dowel
(E) Epoxy Coated Rebar
E Elasticity Modulus
EA Each
EB Expansion Bolt
EE Extended End
EF Each Face
EIFS Ext Insul Fin System
EJ Expansion Joint
EL Elevation
ELEC Electrical
ELEV Elevator
EMBED Embedment
EP Embed Plate
EPS Expanded Polystyrene
EQ Equal
EQUIP Equipment
ES Each Side
EW Each Way
EX Existing
EXIST Existing
EXP Expansion
EXT Exterior
Fb Flexural Bending Stress
Fc Compressive Stress
F'c Comp Stress @ 28 days
Ft Tensile Stress
Fv Shear Stress
Fy Yield Stress
FD Floor Drain
FDN Foundation
FFE Fin Floor Elevation
FH Full Height
FIN Finish (ed)
FLR Floor
FLG Flange
FOC Face of Concrete
FOM Face of Masonry
FOS Face of Studs
FOW Face of Wall
FP Fire Protection, Fireproof
FR Frame (ed)
FRMG Framing
FT Feet, Foot
FTG Footing
FUT Future
FV Field Verify
FW Fire Wall
G Girder
GA Gage
GALV Galvanized
GB Grade Beam
GC General Contractor
GEN General
GIR Girder
GL Glu lam
GLULAM Glued Laminated Wood
GR BM Grade Beam
GYP Gypsum
H Horizontal, Height
HDR Header
HGR Hanger
HI High
HM Hollow Metal
HORIZ Horizontal
HR Hour
HS Headed Stud
HSS Hollow Struct Section
HT Height
HVAC Heat/Vent/Air Cond
ICF Insulating Conc Form
ID Inside Diameter
IE Invert Elevation
IF Inside Face
IN Inches
INCL Include (ed) (ing)
INSUL Insulate (ed) (ion)
INT Interior
JB Joist Bearing
JG Joist Girder
JS Joist Substitute
JST Joist
JT Joint
K Kips
K K-Series Steel Joist
KCS K-Joist Constant Shear
KLF Kips per Lineal Foot
KO Knock Out
KSI Kips per Square Inch
L Angle
LAM Laminated
LG Long, Length
LH Longspan Steel Joist
LL Live Load
LLH Long Leg Horizontal
LLV Long Leg Vertical
LO Low
LONG Longitudinal
LSL Lam Strand Lumber
LT Light
LVL Lam Veneer Lumber
M Misc Beam
MAS Masonry
MAX Maximum
MBR Member
MC Misc Channel
MECH Mechanical
MED Medium
MEZZ Mezzanine
MFR Manufacturer
MH Manhole
MIN Minimum
MISC Miscellaneous
ML Masonry Lintel
MO Masonry Opening
MTL Metal
N Girder Joist Spaces
NIC Not in Contract
NOM Nominal
NTS Not to Scale
OA Overall
OAD Overall Dimension
OC On Center
OD Outside Diameter
OF Outside Face
OH Opposite Hand
OH Overhead
OPNG Opening
OPP Opposite
OSB Oriented Strand Board
PAF Powder Actuated Fastener
PC Piece
PC Precast
PCI Pounds per Cubic Inch
PERIM Perimeter
PL Plate
PLBG Plumbing
PLF Pounds per Lineal Foot
PLK Plank
PLYWD Plywood
PNL Panel
PR Pair
PSF Pounds per Sq Foot
PSI Pounds per Sq Inch
PSL Parallel Strand Lumber
PT Pressure Treated
R Riser, Radius
RAD Radius
RD Roof Drain
REINF Reinforcing
REQ Required, Requirement(s)
REV Revision
RO Rough Opening
RTU Roof Top Unit
RW Retaining Wall
S Standard Beam
SCHED Schedule
SD Side
SDS Self Drilling Screw
SECT Section
SF Square Feet
SHT Sheet
SHTG Sheathing
SI Slotted Insert
SIM Similar
SL Slab
SL Superimposed Load
SLH Super Longspan Joist
SOG Slab on Grade
SP Spaces
SP Special (for joists)
SPCL Special
SPEC Specification
SPF Spruce, Pine, Fir
SQ Square
SS Stainless Steel
STD Standard
STIF Stiffener
STL Steel
STRUCT Structural
SUB Substitute
SUSP Suspended
T Tread
T&B Top and Bottom
T&G Tongue and Groove
TB Truss Bearing
TC Top Chord
TCX Top Chord Extension
TEMP Temperature
THK Thickened, Thick
TL Total Load
TO Top of
TOC Top of Concrete
TOD Top of Deck
TOF Top of Footing
TO GB Top of Grade Beam
TOM Top of Masonry
TOP Top of Panel
TOP Top of Pier
TOPP Topping
TOS Top of Steel
TOSL Top of Slab
TOW Top of Wall
TRANS Transverse
TYP Typical
UL Underwriters Lab
UNEXC Unexcavated
UNO Unless Noted Otherwise
UR Urinal
V Vertical
VERT Vertical
VLD Vertical Leg Down
VLU Vertical Leg Up
W Width, Wide
W Wide Flange Beam
w/ with
w/o without
WD Wood
WHS Welded Headed Stud
WP Working Point
WT Wide Flange Tee
WWM Welded Wire Mesh
Symbols
ø Diameter
d Penny
# Rebar Number
# Pounds
± Plus or Minus
G E N E R A L N O T E S
1.1 GENERAL:
1.1.1 SCOPE: THE FOLLOWING GENERAL AND SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL
CONTRACTORS AND SUPPLIERS ENGAGED IN EXECUTION OF THE WORK SHOWN ON THE CONTRACT
DOCUMENTS. THESE NOTES SUPPLEMENT AND ARE MADE A PART OF THE PLANS AND
SPECIFICATIONS.
1.1.2 REFERENCES: ALL CONSTRUCTION SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING:
- PLANS AND SPECIFICATIONS
- GOVERNING LOCAL AND MUNICIPAL CODES
- 2018 WISCONSIN COMMERCIAL BUILDING CODE
- 2015 INTERNATIONAL BUILDING CODE (IBC)
- ASCE 7-10
- ASTM INTERNATIONAL (ASTM)
- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
CONCRETE CONSTRUCTION:
- AMERICAN CONCRETE INSTITUTE (ACI)
- CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
- PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)
MASONRY CONSTRUCTION:
- AMERICAN CONCRETE INSTITUTE (ACI)
- THE MASONRY SOCIETY (TMS)
- STRUCTURAL ENGINEERING INSTITUTE (SEI)
STRUCTURAL AND MISCELLANEOUS STEEL WORK:
- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
WOOD CONSTRUCTION & TRUSSES:
- NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION
- AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
- APA - THE ENGINEERED WOOD ASSOCIATION (APA)
- TRUSS PLATE INSTITUTE (TPI)
CONTRACTOR SHALL ENSURE FAMILIARITY OF THE ABOVE ITEMS. INSPECTIONS AND
OBSERVATIONS WILL BE IN CONFORMANCE WITH THE ABOVE.
1.1.3 DESIGN DATA:
RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . CATEGORY II
ROOF DEAD LOADS (D):
WOOD FRAMED ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
FLOOR LIVE LOADS (L):
ROOF LIVE LOADS (Lr):
ORDINARY FLAT, PITCHED, OR CURVED ROOF . . . . . . . . . . . . . . . 20 PSF
SNOW LOADS (S):
GROUND SNOW LOAD, Pg . . . . . . . . . . . . . . . . . . . . . .. . 30 PSF
EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
THERMAL FACTOR, Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.2
IMPORTANCE FACTOR, Is . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
FLAT ROOF SNOW LOAD, Pf . . . . . . . . . . . . . . . . . 25.2 PSF + DRIFT
ROOF SLOPE FACTOR, Cs . . . . . . . . . . . . . . . . . . . . . . . . . 1.0
DESIGN ROOF SNOW LOAD, Ps . . . . . . . . . . . . . . . . 25.2 PSF + DRIFT
WIND LOADS (W) (ASCE 7-10 MWFRS DIRECTIONAL PROCEDURE, PART 1, ALL H):
BASIC WIND SPEED, VULT . . . . . . . . . . . . . . . . . . . . . . . 115 MPH
EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . C
ENCLOSURE CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . ENCLOSED
INTERNAL PRESSURE COEFFICIENT, Gcpi . . . . . . . . . . . . . . . +/- 0.18
COMPONENTS AND CLADDING DESIGN PRESSURES: (ASCE 7-10 CHAPTER 30)
EFFECTIVE WIND AREAS*
(ULTIMATE LOADS)
ROOF ZONES* 10 SF 50 SF 100 SF
NEG. ZONE 1 (FIELD) -26.4 PSF -24.7 PSF -23.9 PSF
NEG. ZONE 2 (PERIMETER) -45.9 PSF -37.4 PSF -33.7 PSF
NEG. ZONE 3 (CORNER) -67.9 PSF -57.7 PSF -53.3 PSF
POS. ZONE 1 16.0 PSF 16.0 PSF 16.0 PSF
OVERHANG ZONE 1 & 2 -53.7 PSF -53.7 PSF -53.7 PSF
OVERHANG ZONE 3 -81.6 PSF -69.9 PSF -61.1 PSF
WALL ZONES* 10 SF 100 SF 500 SF
NEG. ZONE 4 (INTERIOR ZONE) -31.3 PSF -27.0 PSF -23.9 PSF
NEG. ZONE 5 (CORNER ZONE) -38.6 PSF -30.0 PSF -23.9 PSF
POS. ZONE 4 & 5 28.8 PSF 24.5 PSF 21.5 PSF
*NOTES:
- REFER TO ASCE 7-10, FOR ZONE DIAGRAMS.
- PLUS AND MINUS SIGNS INDICATE PRESSURES ACTING TOWARD OR AWAY
FROM BUILDING SURFACES RESPECTIVELY.
- PRESSURES MAY BE INTERPOLATED BETWEEN THE EFFECTIVE WIND AREAS.
- SEE DRAWINGS FOR NET UPLIFT ON JOISTS AND JOIST GIRDERS.
- "a" = 3.4 FT
SEISMIC (E):
IMPORTANCE FACTOR, Ie . . . . . . . . . . . . . . . . . . . . . . . . 1.0
0.2s MAPPED SPECTRAL RESPONSE ACCELERATION, Ss . . . . . . . . . . . 8.70%g
1.0s MAPPED SPECTRAL RESPONSE ACCELERATION, S1 . . . . . . . . . . . 4.60%g
SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D
0.2s SPECTRAL RESPONSE COEFFICIENT, SDS . . . . . . . . . . . . . . . 0.093
1.0s SPECTRAL RESPONSE COEFFICIENT, SD1 . . . . . . . . . . . . . . . 0.074
SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . B
STRUCTURAL SYSTEM . . . . . . . . . . . . . . . . . . . BEARING WALL SYSTEM
SEISMIC RESISTING SYSTEM . . . . . . . ORDINARY PLAIN MASONRY SHEAR WALLS
RESPONSE MODIFICATION COEFFICIENT, R . . . . . . . . . . . . . . . . 2.0
SYSTEM OVERSTRENGTH FACTOR, OMEGA . . . . . . . . . . . . . . . . . 2.5
DEFLECTION AMPLIFICATION FACTOR, Cd . . . . . . . . . . . . . . . 1.75
SEISMIC RESPONSE COEFFICIENT, Cs . . . . . . . . . . . . . . . . . . . 0.010
ANALYSIS PROCEDURE . . . . . . . . . . . . EQUIVALENT LATERAL FORCE ANALYSIS
1.1.4 DESIGN CRITERIA:
SOIL BEARING CAPACITY . . . . . . . . . . . . . . . . . . . 2000 PSF (ASSUMED)
CONCRETE (NORMAL WEIGHT UNO):
FOOTINGS AND SUB-SLABS . . . . . . . . . . . . . . . . . . . f'c = 3000 PSI
COLUMNS AND BEAMS . . . . . . . . . . . . . . . . . . . . . f'c = 4000 PSI
CIP WALLS AND PIERS . . . . . . . . . . . . . . . . . . . . f'c = 4000 PSI
GRADE BEAMS . . . . . . . . . . . . . . . . . . . . . . . . f'c = 4000 PSI
INTERIOR SLAB ON GRADE . . . . . . . . . . . . . . . . . . . f'c = 4000 PSI
EXTERIOR SLABS . . . . . . . . . . . . . . . . . . . . . . . f'c = 3500 PSI
MASONRY:
CONCRETE MASONRY
COMPRESSIVE STRENGTH OF MASONRY (UNIT STRENGTH METHOD) . . f'm = 2000 PSI
LOAD BEARING CONCRETE UNIT, ASTM C90
MORTAR, ASTM C270 TYPE M, S, OR N
CLAY MASONRY
COMPRESSIVE STRENGTH OF MASONRY (UNIT STRENGTH METHOD) . . f'm = 1500 PSI
FACE BRICK, ASTM C216 GRADE SW TYPE FBS
GROUT:
MASONRY CORE FILL, ASTM C476 . . . . . . . . . . . . . . . . f'c = 2000 PSI
UNDER BASE PLATES, ASTM C1107 GRADE A, B, OR C . . . . . . . f'c = 7000 PSI
REINFORCEMENT STEEL:
#3 BARS & LARGER, ASTM A615 GRADE 60 . . . . . . . . . . . . Fy = 60000 PSI
#3 BARS & LARGER WELDABLE, ASTM A706 GRADE 60 . . . . . . . Fy = 60000 PSI
WELDED WIRE REINFORCEMENT, ASTM A1064 . . . . . . . . . . . . Fy = 65000 PSI
MASONRY JOINT REINFORCEMENT, ASTM A951 . . . . . . . . . . . Fy = 80000 PSI
PRESTRESSED, ASTM A416 GRADE 270 . . . . . . . . . . . . . . Fy =270000 PSI
STRUCTURAL STEEL:
ANGLE SHAPES & PLATES, ASTM A36 . . . . . . . . . . . . . . Fy = 36000 PSI
WIDE FLANGE SHAPES, ASTM A992 . . . . . . . . . . . . . . . Fy = 50000 PSI
HSS TUBE SHAPES, ASTM A500 GRADE B . . . . . . . . . . . . . Fy = 46000 PSI
HSS ROUND SHAPE, ASTM A500 GRADE B . . . . . . . . . . . . . Fy = 42000 PSI
STEEL PIPE, ASTM A53 GRADE B . . . . . . . . . . . . . . . . Fy = 35000 PSI
CHANNEL SHAPES, ASTM A36 . . . . . . . . . . . . . . . . . . Fy = 36000 PSI
M, S AND HP SHAPES, ASTM A572 GRADE 50 . . . . . . . . . . . Fy = 50000 PSI
WOOD CONSTRUCTION: (MINIMUM STRESSES)
WOOD ROOF DECKING - DOUGLAS FIR-LARCH - SIMPLE SPAN LAYUP. . . Fb = 950 PSI
E = 1,000,000 PSI
RAFTERS - SPRUCE-PINE-FIR . . . . . . . . . . . . . . . . . . Fb = 1250 PSI
Fv = 135 PSI
E = 1,500,000 PSI
JOISTS - DOUGLAS FIR-LARCH . . . . . . . . . . . . . . . . . . Fb = 1200 PSI
Fv = 180 PSI
E = 1,800,000 PSI
STUDS, PLATES -SPRUCE-PINE-FIR . . . . . . . . . . . . . . . . Fb = 675 PSI
Ft = 350 PSI
Fc = 725 PSI
Fv = 135 PSI
E = 1,200,000 PSI
POSTS (5x5 AND LARGER) - DOUGLAS FIR-LARCH NO.1 . . . . . . . Fb = 1200 PSI
Fc = 1000 PSI
E = 1,600,000 PSI
WOOD TRUSSES - MACHINE STRESS RATED (G = .42 MIN) . . . . . . Fb = 1650 PSI
Ft = 1020 PSI
Fc = 1700 PSI
E = 1,500,000 PSI
LVL (MICROLLAM OR EQUAL) . . . . . . . . . . . . . . . . . . . Fb = 2600 PSI
Fv = 285 PSI
E = 1,900,000 PSI
PSL (PARALLAM OR EQUAL) - BEAMS . . . . . . . . . . . . . . . Fb = 2900 PSI
Fv = 290 PSI
E = 2,000,000 PSI
PSL (PARALLAM OR EQUAL) - COLUMNS/POSTS . . . . . . . . . . . Fb = 2400 PSI
Ft = 1755 PSI
Fc = 2500 PSI
Fv = 190 PSI
E = 1,800,000 PSI
GLUE-LAMS - WESTERN SPECIES: 24F-1.8E . . . . . . . . . . . . Fb = 2400 PSI
Fv = 240 PSI
E = 1,800,000 PSI
FASTENERS:
WELDS . . . . . . . . . . . . . . . . . . . . . . . . . . E70XX ELECTRODES
>=5/8" HIGH-STRENGTH BOLTS, ASTM A325-N
• PROVIDE 1/4" SETTING PLATE SAME SIZE AS BASE PLATE.• ANCHOR BOLT EMBEDMENT: 12 x (BOLT DIAMETER).• PROVIDE PLATE WASHER PL3/8x3x0'-3" w/ NUT TOP & BOT,
TACK WELD NUTS TO BOLT.
• PROVIDE DOWELS INTO FOOTING SAME SIZEAND QUANTITY AS PIER VERTICALS.
STRUCTURAL FRAMING SYMBOL LEGEND
GRID
36G
8N
7.4
KW
18x40 (
xxx'-x")
(xxx'-x")
(xxx'-x")
BEAM DESIGNATION
TOP OF STEEL ELEVATION
BEAM TO COLUMN MOMENT CONNECTION
BEAM INTO SIDE OF
COLUMN
BEAM OVERW COLUMN
BEAM OVER HSS COLUMN
BEAM OVER PIPE COLUMN
JOIST GIRDER DESIGNATION
TOP OF STEEL ELEVATION AT END
DIMENSION FROM COLUMN CENTERLINE
TO CENTER OF SPLICE
BEAM SPLICE
JOIST AT BEAM
BEAM INTO SIDE OF BEAM
GRID MARK
JOIST DESIGNATION 24K12
GRID
TOP OF STEEL ELEVATION AT END
BEAM TO COLUMN TORSION CONNECTION
SP
LIC
E
3'-0
"
WOOD TRUSS FRAMING NOTES
1. RD-01: 5/8" PLYWOOD ROOF SHEATHING
2. RD-02: 3" NOMINAL WOOD DECK SIMPLE SPAN LAYUP
3. TB xxx'-x" INDICATES TRUSS BEARING ELEVATIONS
4. FRAME ALL HVAC ROOF OPENINGS w/ 2x4
5. TRUSSES SHALL BE DESIGNED FOR THE LOADSINDICATED IN GENERAL NOTE 1.1.3 AND ANYADDITIONAL LOADS, INCLUDING DRIFTING SNOW LOADS, SHOWN ON THIS PLAN.
6. TEMPORARY TRUSS BRACING: SHALL BE PROVIDEDBY THE GENERAL CONTRACTOR TO RESIST WINDAND ERECTION LOADS, UNTIL PERMANENT BRACINGIS INSTALLED.
7. TEMPORARY BRACING: SHALL BE SELECTED BYOTHERS BUT SHALL NOT BE LESS THAN 2x4 @ 6'-0" OCAT TOP CHORDS, 8'-0" OC AT BOTTOM CHORDSAND 20'-0" OC AT WEB MEMBERS.
8. IN ADDITION TO ROOF SHEATHING AND OTHERPERMANENT BRACING AS INDICATED ON DRAWINGS,PROVIDE HORIZONTAL/DIAGONAL WEB MEMBERBRACING AS SPECIFIED BY THE TRUSS DESIGNER.
9. TRUSSES SUPPORTING PIGGYBACK TRUSSES OROTHER OVER FRAMING SHALL HAVE THE TOPCHORDS BRACED WITH 2x4 @ 24" o/c UNO. PROVIDEADDITIONAL TOP CHORD BRACING AS SPECIFIED BY THE TRUSS DESIGNER. CONNECT BRACING TO THE ROOF SHEATHING OR END WALLS.
10. ROOF TRUSS DESIGN LOADSTOP CHORD DL 15 PSFBOTTOM CHORD DL 10 PSFBALANCED SNOW LOAD 25.2 PSFUNBALANCED SNOW LOAD
WINDWARD LEEWARD
7.6 PSF25.2 PSF
40.0 PSF
6'-8"
1. ALL EXISTING CONDITIONS TO BE FIELD MEASURED AND FIELD VERIFIED PRIOR TO FABRICATION OR CONSTRUCTION. IN CASE OF DISCREPANCY BETWEEN PLANS & FIELD CONDITIONS NOTIFY ARCHITECT. DO NOT PROCEED UNTIL THE CONDITIONS ARE RESOLVED.
2. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION INFORMATION NOT SHOWN ON THIS DRAWING.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN ON THIS DRAWING.
4. CONTRACTORS ARE RESPONSIBLE FOR CORRECT AND COMPLETE USE OF INFORMATION PROVIDED IN CONSTRUCTION DOCUMENTS. IN CASE OF MISSING INFORMATION OR DISCREPANCY NOTIFY ARCHITECT OR ENGINEER. DO NOT PROCEED UNTIL THE CONDITIONS ARE RESOLVED.
EXISTING CONDITIONS NOTE
1. FINISHED FLOOR - EL 100'-0"(unless noted otherwise)
2. TOP OF FOOTINGSINTERIOR - EL 99'-4"(unless noted otherwise)EXTERIOR - EL 96'-0"(unless noted otherwise)
3. (xx'-x") INDICATES TOP OF FOOTING ELEVATIONS.
4. [xx'-x"] INDICATES TOP OF FOUNDATION WALL/PIER ELEVATIONS.TOW - EL 100'-0"(unless noted otherwise)TOP - EL 99'-4"(unless noted otherwise)
5. WALL FOOTINGSEXTERIOR - 2'-0" x 10" NO REINF(unless noted otherwise)STOOPS - 1'-4" x 8" NO REINF(unless noted otherwise)
6. PROVIDE (2) #4 TOP BARS IN INTERIOR WALL FOOTINGS AT ALL OPENINGS 6'-0" OR GREATER.
7. B/L [xx'-x"] INDICATES BRICK LEDGE ELEVATIONBRICK LEDGE - EL 99'-4"(unless noted otherwise)
8. CONCRETE FOUNDATION WALL REINFORCING(2) #5 CONT TOP AND BOTTOM(unless noted otherwise)
9. SEE ARCH PLANS FOR LOCATION OF NON-BEARINGWALLS.
10. COORDINATE ALL FLOOR DRAINS AND PITCHED SLABS WITH ARCHITECTURAL AND PLUMBING DRAWINGS.
11. SEE DETAIL AND FOR TYPICAL CONCRETE FOUNDATION WALL DETAILS.
12. SEE DETAIL FOR TYPICAL PIPE PENTRATIONS THROUGH FOUNDATIONS.
CONCRETE FOUNDATION NOTES
/1 S5.0 /2 S5.0
/3 S5.0
STEP
(xx'-x")
(xx'-x")
CJ
C-02P-04F-05
GRID
GRID
[xx'-x"]
B/L
[xx'-x"]
MASONRY CAVITY WALL ON FOUNDATION WALL AND
CONCRETE FOOTING
TOP OF FOUNDATION WALL ELEVATION
TOP OF BRICK LEDGE ELEVATION
COLUMN MARK
CONCRETE FOOTING MARKw/ TOP OF FOOTING
ELEVATION
PIER MARK w/ TOP OF PIER ELEVATION
CONCRETE WALL AND FOOTING
GRID MARK
SLAB-ON-GRADE JOINT
[xx'-x"](xx'-x")
[ xx'-x"]
TOP OF FOOTING ELEVATION
FOUNDATION SYMBOL LEGEND
WALL FOOTING STEP
• SOIL CAPACITY = 2000 PSF (ASSUMED).
• PROVIDE DOWELS INTO FOUNDATION WALL OR FOOTING SAME SIZE AND QUANTITY AS PIER VERTICALS.
1. ALL MASONRY TO BE LAID IN RUNNING BOND PATTERN (unless noted otherwise)
2. SEE PLANS & DETAILS FOR REINFORCING OF MASONRY WALLS
MASONRY WALL NOTES
1. FINISHED FLOOR - EL 100'-0"(unless noted otherwise)FIN FLR IS FOR REFERENCE ONLY - SEE CIVIL DWGS FOR DATUM INFORMATION
2. SEE ARCHITECTURAL DRAWINGS FOR UNDER SLAB INSULATION REQUIREMENTS
3. SEE DETAILS AND FOR SLAB JOINT DETAILS.
4. STOOP SLABS 5" SLAB W/ #3 @ 12" OC EACH WAY
SLAB ON GRADE NOTES
/17 S5.0
• SEE SHEET FOR TYP LINTEL SECTIONS AND DETAILS
S5.1
Sheet Number:
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Pro
ject
Titl
e:
REVISIONS:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
PH
ON
E:
262−3
77−7
602
AE
PR
OJE
CT
#
BIM
360:/
/3491 -
Villa
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20-1
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3491
PROJECTSCHEDULES AND
NOTES
ConstructionDocuments
Issued to Bid 06/05/2020
Vill
age
of
McF
arla
nd
McF
arla
nd
Par
k F
acili
ty P
roje
cts
McF
arla
nd
, WI
020
−137
COLUMN SCHEDULE
MARK SIZE BASE PLATEANCHORBOLTS
C-01 HSS7x5x1/4 PL3/4x11x0'-11" (4) 3/4"
STEEL LINTEL SCHEDULE
MARK TYPE SIZE PLATE GUSSETSL-01 A W8x10 PL1/4x7 ----------
L-02 B W8x10 PL5/16x11 1/4" @ 32" o/c
L-03 B W8x18 PL5/16x11 1/4" @ 32" o/c
CONCRETE PIER SCHEDULE
MARK SIZE VERT REINF TIESCP-01 20"x20" (4) #7 #3 @ 12" OC
MASONRY PIER SCHEDULE
MARK SIZE VERT REINF TIESMP-01 8"x12" (2) #5 #3 @ 8" OC
MP-02 8"x16" (2) #5 #3 @ 8" OC
MP-03 8"x22" (2) #5 #3 @ 8" OC
FOOTING SCHEDULE
MARK SIZEREINFORCING
EACH WAYF-01 3'-0"x3'-0"x12" (4) #5
WOOD POST SCHEDULE
MARK SIZE POST BASE ANCHORSWP-01 6x6 DF-L NO 1 CBSQ66 - SDS2 ---
# DATE DESCRIPTION
WOOD TRUSS @ 24" OC
TP1
TP1
TP2
TP2
TP3
TP3
TP4
TP4
TPA TPA
TPB TPB
TPC TPC
F-01
CP-01F-01
CP-01F-01
CP-01F-01 (96'-0")
CP-01F-01
CP-01F-01
CP-01F-01
CP-01F-01
CP-01F-01
CP-01F-01
CP-01F-01
STOOP SLAB
STOOP SLAB
STOOP SLAB
4
S5.0
7
S5.0
4
S5.0
7
S5.0
7
S5.0
4
S5.0
9
S5.0
15
S5.0
MP-01
MP-02
MP-02
MP-01
MP-02
MP-01
CP-01F-01
WP-01
WP-01
WP-01 WP-01
WP-01WP-01WP-01WP-01
WP-01 WP-01
5" SLAB (THRU-OUT) UNO
MACRO FIBER REINF - 3# /CU YDFIN FLR = 100'-0"
9'-0" 16'-0" 9'-0"
22'-8" 6'-0"
8" 2'-8" 16'-0" 2'-8" 8" 5'-4" 8"
4"
8"
8"
15
'-4
"8
"
22
'-8
"6
'-0
"
1'-0
"1
6'-8
"5
'-4
"6
'-0
"
[100'-1"]
[100'-1"]
[100'-1"][100'-1"]
[100'-1"][100'-1"]
[100'-1"][100'-1"]
[100'-1"]
[100'-1"]
[100'-1"]
S3.0
2
MP-02
MP-02
4
S5.0
7'-10
"1
'-8
"
8"
TP1
TP1
TP2
TP2
TP3
TP3
TP4
TP4
TPA TPA
TPB TPB
TPC TPC6x12 6x12 6x12
6x12 6x12
6x12
6x12
L-0
1L-0
1
L-0
1
RIDGE
RID
GE
2x6 FACIA BOARD
2x6 FACIA BOARD
2x6 F
AC
IA B
OA
RD
2x6 F
AC
IA B
OA
RD
2x6 FACIA BOARD
RD-01
4:1
24:1
2
4:12 4:12
TB 109'-5 1/2"
TB 109'-5 1/2"
L-01
TB 109'-5 1/2" TB 109'-5 1/2"
TB 109'-5 1/2"
10
9'-5 1
/2"
10
9'-5 1
/2"
BB (2)#4
BB (2)#4
BB
(2)#
4
BB
(2)#
4
TB 109'-5 1/2"
TB 109'-5 1/2"
14
S5.1
6
S5.2
2x6 O
UT
LO
OK
ER
S @
24
" O
C
2x6 O
UT
LO
OK
ER
S @
24
" O
C
2x6 F
AC
IA B
OA
RD
GA
BLE
EN
D T
RU
SS
GA
BLE
EN
D T
RU
SS
7
S5.1
7
S5.1
4x8 4x8
4x84x8
4x10
4x8 4x8
11
2'-1
0 1
/2"
(2) 2x10
S3.0
2
10
S5.1
10
S5.1
15
S5.1
11
S5.1
12
S5.1
2x6OVERFRAMING
ECH-8160#
ECH-7160#
ECH-9160#
ECH-10160#
14
S5.1
10
S5.1
10
S5.1
OH
OH
6x12 LOW
6x12
6x12
RD
-02
RD
-02
9
S5.1
2x6 F
AC
IA B
OA
RD
3
S5.2
2
S5.2
Sheet Number:
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Pro
ject
Titl
e:
REVISIONS:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
PH
ON
E:
262−3
77−7
602
AE
PR
OJE
CT
#
BIM
360:/
/3491 -
Villa
ge o
f M
cF
arl
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d/0
20-1
37 M
cF
arl
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5 P
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S1.0
3491
TOILET/ DOGWASH SHELTER
FOUNDATION ANDROOF FRAMING
PLANS
ConstructionDocuments
Issued to Bid 06/05/2020
Vill
age
of
McF
arla
nd
McF
arla
nd
Par
k F
acili
ty P
roje
cts
McF
arla
nd
, WI
020
−137
SCALE: 1/4" = 1'-0"
TOILET/DOG WASH SHELTER FOUNDATION PLANNORTH
SCALE: 1/4" = 1'-0"
TOILET/DOG WASH SHELTER ROOF FRAMING PLANNORTH
# DATE DESCRIPTION
PSA PSA
PSB PSB
PS1
PS1
PS2
PS2
PS3
PS3
PS4
PS4
16
'-0
"
8'-0" 8'-0" 8'-0"
CP-01F-01
10
S5.0
C-01CP-01F-01
C-01CP-01F-01
C-01CP-01F-01
C-01
CP-01F-01
C-01CP-01F-01
C-01CP-01F-01
C-01CP-01F-01
C-01
S3.0 1
[100'-1"][100'-1"] [100'-1"] [100'-1"] [100'-1"]
[100'-1"][100'-1"][100'-1"][100'-1"]
S5.0
10
TYP
PSA PSA
PSB PSB
PS1
PS1
PS2
PS2
PS3
PS3
PS4
PS4
ROOF DECK
5/8" SHEATHINGOVER 3" DECK
5"
GLU
LA
M A
RC
H
5"
GLU
LA
M A
RC
H
5"
GLU
LA
M A
RC
H
5"
GLU
LA
M A
RC
H
S3.0 1
4
S5.2
5
S5.2
Sheet Number:
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Pro
ject
Titl
e:
REVISIONS:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
PH
ON
E:
262−3
77−7
602
AE
PR
OJE
CT
#
BIM
360:/
/3491 -
Villa
ge o
f M
cF
arl
an
d/0
20-1
37 M
cF
arl
an
d P
ark
Pro
jects
- S
tru
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ral.rv
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6/4
/2020 5
:08:4
5 P
M
S1.1
3491
OPEN SHELTERFOUNDATION AND
ROOF FRAMINGPLANS
ConstructionDocuments
Issued to Bid 06/05/2020
Vill
age
of
McF
arla
nd
McF
arla
nd
Par
k F
acili
ty P
roje
cts
McF
arla
nd
, WI
020
−137
SCALE: 1/4" = 1'-0"
OPEN SHELTER FOUNDATION PLANNORTH
SCALE: 1/4" = 1'-0"
OPEN SHELTER ROOF FRAMING PLANNORTH
# DATE DESCRIPTION
EX
IST
TR
US
S@
24"
OC
FV
WO
OD
TR
US
S @
24"
OC
FV
PE PE
PD PD
PC PC
PB PB
PA PA
P1
P1
P2
P2
P3
P3
P4
P4
5'-8" 15'-8" 16'-4"
5'-4
"1
5'-8
"4
'-5
"1
4'-1
"
10" 2'-10" 12'-10" 13'-6" 2'-10"
1'-0
"1
7'-9
"1
'-0
"1
5'-9
"4
"
10"
14
'-1
"1
'-2
"1
8'-11
"1
0"
33'-8"
1'-0" 31'-8" 1'-0"
F-01CP-01
F-01CP-01
F-01CP-01
F-01CP-01
F-01CP-01
F-01CP-01
F-01CP-01
F-01CP-01
8
S5.0
5
S5.0
5
S5.0
7
S5.0
5
S5.0
7
S5.0
STOOP SLAB
STOOPSLAB
FV2'-10"
FV1'-0"
FV8'-9" 8" 5'-6" 8"
FV8'-9"
FV1'-0"
FV2'-10"
APRONSLAB
10
S5.0
5" SLAB (THRU-OUT) UNO
MACRO FIBER REINF - 3# /CU YDFIN FLR = 100'-0"
C-01
C-01
C-01
C-01
C-01 C-01
C-01 C-01
9
S5.0
MP-02
MP-03
MP-02
MP-01
MP-03 MP-02
MP-02
MP-02
S3.0 3
S3.0
5
[100'-1"] [100'-1"]
[100'-1"]
[100'-1"]
[100'-1"]
[100'-1"] [100'-1"]
[100'-1"]
9
S5.0
19
S5.0
5" SLAB (THRU-OUT) UNO
MACRO FIBER REINF - 3# /CU YDFIN FLR = 100'-0"
9
S5.0
19
S5.0
PE PE
PD PD
PC PC
PB PB
PA PA
P1
P1
P2
P2
P3
P3
P4
P4
L-03 L-02
L-0
3L-0
2
L-0
3
HS
S6x4x1/4
HS
S6x4x1/4
RID
GE
BB (2)#4
BB
(2)#
4
BB
(2)#
4
5"
GLU
LA
M A
RC
H
S3.0 3
RD
-01
TB
10
9'-5 1
/2"
S3.0
5
8
S5.1
4:12 4:12
13
S5.1
5" GLULAM ARCH
17
S5.1OVERFRAMING
(2)
2x10
18
S5.1
4x8
ECH-2120#
ECH-1120#
ECH-3120#
ECH-5120#
ECH-6120#
ECH-4120#
GABLE END TRUSS
GABLE END TRUSS
Sheet Number:
© 2020 Bray Associates Architects, Inc.
Issued For:
Project Number:
Sheet Title:
Office Locations:
www.brayarch.com
Milwaukee829 S. 1st Street
Milwaukee, Wisconsin 53204T: 414.226.0200
Pro
ject
Titl
e:
REVISIONS:
Sheboygan1227A North 8th Street
PO Box 955Sheboygan, Wisconsin 53082
T: 920.459.4200
7
A
B
C
D
E
6 5 4 3 2 1
7 6 5 4 3 2 1
Davenport220 Emerson Place, Suite 301
Davenport, Iowa 52801
PH
ON
E:
262−3
77−7
602
AE
PR
OJE
CT
#
BIM
360:/
/3491 -
Villa
ge o
f M
cF
arl
an
d/0
20-1
37 M
cF
arl
an
d P
ark
Pro
jects
- S
tru
ctu
ral.rv
t
6/4
/2020 5
:08:4
6 P
M
S1.2
3491
P
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