... · 2020-06-30 · GENERAL INFORMATION G0.0 Cover Sheet G0.1 Overall Code Plans G0.2 Wall Types,...

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



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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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:


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

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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



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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


PLAN VIEW CONDITION


FLOOR LINE

SINGLE SCORED SPLIT-FACE MASONRY UNIT


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


FLUID-APPLIED AIR BARRIER

# INDICATES NOMINAL DIMENSION OF CMU F6 = 6" CMU = 5 5/8" ACTUALF8 = 8" CMU = 7 5/8" ACTUAL


PLAN VIEW CONDITION


FLOOR LINE



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.


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



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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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Proje

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T: 920.459.4200

7

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7 6 5 4 3 2 1



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C1.0

Erosion ControlPlan & Notes

ConstructionDocumentsIssued to Bid 06/05/2020

6/4/

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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 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:


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


Villa

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3491

Mc

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P

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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


6/4

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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 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 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 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






···

·

·

·

Sheet Number:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Proje

ct Tit

le:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



Villa

ge of

McF

arlan

dMc

Farla

nd P

ark F

acilit

y Pro

jects

McFa

rland

, WI

3491

Dog ParkSite & UtilityLayout Plan


2912

Mark

etplac

e Driv

eSu

ite 10

3M

adiso

n, W

I 537

19(60

8) 27

3-335

0w

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.tcen

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net

C1.2

6/4/

2020

9:0

3:30

AM

J:\J

OB

#S\M

cFar

land

\MC

-175

-M5

2020

Dog

Par

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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 TextX IN CONC. NE CORNER OF INTERSECTION

AutoCAD SHX Text401


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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Proje

ct Tit

le:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



Villa

ge of

McF

arlan

dMd

Farla

nd P

ark F

acilit

y Pro

jects

McFa

rland

, WI

3491

Dog ParkGrading Plan


2912

Mark

etplac

e Driv

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ite 10

3M

adiso

n, W

I 537

19(60

8) 27

3-335

0w

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C1.3

6/4/

2020

9:0

3:30

AM

J:\J

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Dog

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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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Proje

ct Tit

le:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



Villa

ge of

McF

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3491

McDaniel ParkSite Layout Plan


Villa

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jects

McFa

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, WI

2912

Mark

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19(60

8) 27

3-335

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6/3/

2020

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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:


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


Villa

ge

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f M

cF

arla

nd

Mc

Fa

rla

nd

P

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F

ac

ility

P

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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


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5 D

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AIL

S.d

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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 TextTAPER TO END

AutoCAD SHX TextSTANDARD STREET INLET


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 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 TextEDGE OF CONC. APRON



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 TextCENTER CONTRACTION JOINT


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 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 TextSTANDARD CURB & GUTTER SEE DETAIL "CONCRETE CURB AND GUTTER"

AutoCAD SHX TextEXPANSION JOINT (TYP.)


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 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 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%



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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Pro

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REVISIONS:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



PH

ON

E:

262−3

77−7

602

AE

PR

OJE

CT

#

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PROJECTSCHEDULES AND

NOTES



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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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Pro

ject

Titl

e:

REVISIONS:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



PH

ON

E:

262−3

77−7

602

AE

PR

OJE

CT

#

BIM

360:/

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TOILET/ DOGWASH SHELTER

FOUNDATION ANDROOF FRAMING

PLANS



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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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Pro

ject

Titl

e:

REVISIONS:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



PH

ON

E:

262−3

77−7

602

AE

PR

OJE

CT

#

BIM

360:/

/3491 -

Villa

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OPEN SHELTERFOUNDATION AND

ROOF FRAMINGPLANS



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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



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



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:


Issued For:

Project Number:

Sheet Title:

Office Locations:

www.brayarch.com



Pro

ject

Titl

e:

REVISIONS:



T: 920.459.4200

7

A

B

C

D

E

6 5 4 3 2 1

7 6 5 4 3 2 1



PH

ON

E:

262−3

77−7

602

AE

PR

OJE

CT

#

BIM

360:/

/3491 -

Villa

ge o

f M

cF

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d/0

20-1

37 M

cF

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d P

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S1.2

3491

P

... · 2020-06-30 · GENERAL INFORMATION G0.0 Cover Sheet G0.1 Overall Code Plans G0.2 Wall Types,...

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Transcript of ... · 2020-06-30 · GENERAL INFORMATION G0.0 Cover Sheet G0.1 Overall Code Plans G0.2 Wall Types,...