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Clerk's Office and Elections Center Dane County

Madison, Wisconsin

100% DESIGN DEVELOPMENT 243050

Dane County

Clerks Office and Elections Center

210 Martin Luther King Jr Blvd, Madison, WI 53703

2002 Pankratz St.

Madison, Wisconsin 53704

ARCHITECTURAL

A0.100 CODE ANALYSIS

A0.101 CODE PLAN

A0.300 ARCHITECTURAL SITE PLAN

A1.00a MAIN LEVEL DEMOLITION PLAN - AREA 'A'

A1.00b MAIN LEVEL DEMOLITION PLAN - AREA 'B'

A1.10a UPPER LEVEL DEMOLITION PLAN - AREA 'A'

A1.10b UPPER LEVEL DEMOLITION PLAN - AREA 'B'

A1.096 DEMOLITION ROOF PLAN

A2.00a MAIN LEVEL FLOOR PLAN - AREA 'A'

A2.00b MAIN LEVEL FLOOR PLAN - AREA 'B'

A2.10a UPPER LEVEL FLOOR PLAN - AREA 'A'

A2.10b UPPER LEVEL FLOOR PLAN - AREA 'B'

A2.20 ROOM FINISH & DOOR SCHEDULES

A2.095 ROOF PLAN

A2.901 OPENING TYPES

A2.902 OPENING TYPES

A3.00a MAIN LEVEL REFLECTED CEILING PLAN - AREA 'A'

A3.00b MAIN LEVEL REFLECTED CEILING PLAN - AREA 'B'

A3.10a UPPER LEVEL REFLECTED CEILING PLAN - AREA 'A'

A3.10b UPPER LEVEL REFLECTED CEILING PLAN AREA 'B'

A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS,

MATERIALS

A4.102 DETAILS - GENERAL - MOUNTING HEIGHTS

A4.103 ENLARGED PLANS - TOILETS

A4.200 DETAILS - VERTICAL CIRCULATION

A4.201 DETAILS - VERTICAL CIRCULATION

A4.701 DETAILS - CONCRETE BLOCK WALL TYPES

A4.702 DETAILS - METAL STUD WALL TYPES

A4.705 DETAILS - WALL DETAILS

A4.706 DETAILS - INTERIOR WALL DETAILS

A4.710 INTERIOR ELEVATIONS

A4.711 INTERIOR ELEVATIONS

A4.713 DETAILS - INTERIOR CASEWORK ELEVATIONS

A4.714 DETAILS - INTERIOR CASEWORK SECTIONS

A4.801 DETAILS - INTERIOR OPENING DETAILS

A4.901 DETAILS - INTERIOR CEILING DETAILS

A5.101 EXTERIOR ELEVATIONS

A5.102 EXTERIOR ELEVATIONS

A5.201 EXTERIOR WALL SECTIONS

A5.202 EXTERIOR WALL SECTIONS

A5.401 EXTERIOR ASSEMBLIES - WALLS

A5.501 DETAILS - EXTERIOR WALL

A5.502 DETAILS - EXTERIOR WALL

A5.503 DETAILS - EXTERIOR WALL

A5.601 EXTERIOR DETAILS - OPENINGS

A5.611 EXTERIOR DETAILS - OPENINGS (HOLLOW METAL)

A5.621 EXTERIOR DETAILS - OPENINGS (STOREFRONT)

A5.681 EXTERIOR DETAILS - OPENINGS

A5.901 EXTERIOR DETAILS - ROOF

A5.902 EXTERIOR DETAILS - ROOF

CIVIL

-- EXISTING CONDITIONS SURVEY

C1.0 DEMOLITION PLAN

C2.0 SITE DIMENSIONAL AND PAVING PLAN

C3.0 GRADING AND EROSION CONTROL PLAN

C3.1 DETAIL GRADING PLAN

C4.0 DETAILS

C4.1 DETAILS

C4.2 DETAILS

STRUCTURAL

S0.01 GENERAL STRUCTURAL NOTES, LEGEND, &

ABBREVIATIONS

S0.02 STRUCTURAL DESIGN INFORMATION

S0.03 SNOW DRIFT LOAD DIAGRAMS

S1.00a MAIN LEVEL FOUNDATION PLAN - AREA 'A'

S1.00b MAIN LEVEL FOUNDATION PLAN - AREA 'B'

S1.10a UPPER LEVEL STRUCTURAL PLAN - AREA 'A'

S1.10b UPPER LEVEL STRUCTURAL PLAN - AREA 'B'

S1.20a ROOF PLAN - AREA 'A'

S1.20b ROOF PLAN - AREA 'B'

S2.30 BRACED FRAME ELEVATIONS

S5.10 TYPICAL CONCRETE DETAILS

S5.11 TYPICAL CONCRETE DETAILS

S5.12 TYPICAL MASONRY DETAILS

S5.13 TYPICAL STEEL DETAILS

S5.14 TYPICAL STEEL DETAILS

S6.10 SCHEDULES

MECHANICAL

M0.000 MECHANICAL TITLE SHEET

M1.000 DEMOLITION - UNDERGROUND

M1.100 DEMOLITION - MAIN LEVEL

M1.200 DEMOLITION - UPPER LEVEL

M1.300 DEMOLITION - ROOF

M2.000 PLUMBING - UNDERGROUND

M2.100 PLUMBING - MAIN LEVEL

M2.200 PLUMBING - UPPER LEVEL

M3.100 HYDRONIC - MAIN LEVEL

M3.200 HYDRONIC - UPPER LEVEL

M4.100 HVAC - MAIN LEVEL

M4.200 HVAC - UPPER LEVEL

M5.100 FIRE PROTECTION - MAIN LEVEL

M5.200 FIRE PROTECTION - UPPER LEVEL

M6.300 MECHANICAL ROOF PLAN

M7.000 MECHANICAL ROOM PLUMBING PLANS

M7.100 MECHANICAL ROOM PLANS

M8.001 MECHANICAL SCHEDULES

ELECTRICAL

E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E0.01 SITE DEMOLITION PLAN

E0.02 ELECTRICAL SITE PLAN

E0.12a MAIN LEVEL DEMOLITION PLAN

E0.13a UPPER LEVEL DEMOLITION PLAN

E0.14a ROOF DEMOLITION -ELECTRICAL

E1.11a MAIN LEVEL LIGHTING PLAN

E1.21a UPPER LEVEL LIGHTING PLAN

E2.11a MAIN LEVEL POWER & FIRE ALARM PLAN

E2.21a UPPER LEVEL POWER & FIRE ALARM PLAN

E3.11a MAIN LEVEL SYSTEMS PLAN

E3.21a UPPER LEVEL SYSTEMS PLAN

E5.00a RISER DIAGRAM

E6.01 LUMINAIRE & MOTOR SCHEDULES

E6.10 PANEL SCHEDULE

E6.11 PANEL SCHEDULE

E7.01 ELECTRICAL DETAILS

E7.02 ELECTRICAL DETAILS

200 S. Wacker Dr, Suite 1400 Chicago, IL 60606

(312) 682-6300

LANDSCAPE

L1.0 OVERALL LANDSCAPE PLAN

L1.1 DETAILED LANDSCAPE PLAN

L1.2 DETAILED LANDSCAPE PLAN

L2.0 LANDSCAPE DETAILS & NOTES

507 West Verona Avenue, Suite 500 Verona, Wisconsin 53593

(608) 848-5060

V V1

I woldae.com | 847 241 6100

CENTER □

1 1 1 1

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NJSD

RG=500E:

Wol min Silman Structural Solutions

WOLD ARCHITECTS

AND ENGINEERS

220 North Smith Street, Suite 310

Palatine, Illinois 60067

ILin

EXISTING CONDITIONS SURVEY

JSDCITY OF MADISON, DANE COUNTY WISCONSIN.

CURVE TABLE

J J *2 CURVE RADIUS DELTA CHORD BEARING CHORD ARC LENGTH TANGENT LENGTH

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18” CI aJ G SPACE;8 PARKIN! 7 QBM- lita S INV=881.2800

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1. FIELD WORK PERFORMED ON JUNE 18 & 19, 2024.o I

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4. CONTOUR INTERVAL IS ONE FOOT.FFE=886.7 FFE=886.7 FFE=886.77402—ls" S l6 4

L 6. SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFICIAL FEATURES AND8”

DIGGER’S HOTLINE•E

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33’33’

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SECOND ADDHWN TOJRUAXAIR PARK WEST LOT 48

14S

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Prepared By: ZHG 06/26/24

SHEET TITLE:

TAX KEY NO: 251/0810-311-0310-4i EXISITING CONDITIONS

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SURVEY

I gGCONg%SURVEYORS CERTIFICATE

$ TODD J. %C

5 DEFOREST, s ... " SHEET NUMBER:

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1 OF 1V/////////1111358889DATE

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PROJECT NO: 24-14112

MlillllllHHliiliiiil

APPURTENANCES, LOCATING DIGGERS HOTLINE FIELD MARKINGS AND BY REFERENCE TO UTILITY RECORDS AND MAPS.

TICKET NOS. 20242412640, 20242412641, 20242412645, AND 20242412647 WITH A CLEAR DATE OF JUNE, 17, 2024.

LOT 1, CERTIFIED SURVEY MAP NO. 13200, RECORDED IN VOLUME 85 OF DANE

COUNTY CERTIFIED SURVEY MAPS ON PAGE 37 AS DOCUMENT NUMBER 4818290,

LOT 1, CERTIFIED SURVEY MAP NO. 13200, RECORDED IN VOLUME 85 OF DANE COUNTY CERTIFIED SURVEY MAPS ON PAGE 37 AS DOCUMENT

NUMBER 4818290, CITY OF MADISON, DANE COUNTY WISCONSIN.

GAS REGULATOR/METER

ELECTRIC TRANSFORMER

BIKE

RACK

MAG NAIL IN LIGHTPOLE BASE IN THE

NORTHEAST CORNER OF PARKING LOT

MONUMENT IS:

0.10’ NORTH

OF CORNER

MONUMENT IS:

0.10’ SOUTH

0.02’ EAST

OF CORNER

BUILDING AREA AT EXTERIOR

FOOTPRINT = 40,596 S.F.

INV=880.3l

INV=880.44

MONUMENT IS:

0.38’ NORTH

0.08’ WEST

OF CORNER

MONUMENT IS:

0.07’ SOUTH

0.13’ WEST

OF CORNER

MONUMENT IS:

0.03’ SOUTH

0.02’ WEST

OF CORNER

MONUMENT IS:

0.05’ SOUTH

0.02’ WEST

OF CORNER

MONUMENT IS:

0.07’ SOUTH

0.07’ WEST

OF CORNER

MONUMENT IS:

0.02’ SOUTH

0.04’ EAST

OF CORNER

CO

N co

0.08’ NORTH

0.12’ WEST

OF CORNER

1” IRON PIPE FOUND

3/4” REBAR FOUND

N INV=886.48

E INV=883.63

S INV=883.12

SW INV=885.68

0.20’ SOUTH

0.01’ EAST

OF CORNER

RIM = 884.12

E INV=876.20

S INV=876.16

RIM = 883.84 -

W INV=881.35

S W

TS=898.3

BS=886.9

RIM=883.91

W INV=878.96

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S INV=875.32

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W INV=880.78

E INV=880.76

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12. ROADWAY UTILITY RECORD DRAWINGS WERE REQUESTED FROM THE CITY OF MADISON. THE UTILITIES SHOWN REPRESENT FIELD LOCATED

UTILITIES IN COMBINATION WITH THE SUPPLIED CITY RECORDS.

Q X

2. BEARINGS FOR THIS SURVEY AND MAP ARE REFERENCED TO LOT 1 OF THE NORTH LINE OF CSM 13200 WHICH IS RECORDED TO BEAR

S88'38’47”E AND REFERENCED TO ’’DANE COUNTY COORDINATES NAD 83 (2007)”.

Q Lu 0)

BENCH

MARK

BM-1

I, TODD J. BUHR, WISCONSIN PROFESSIONAL LAND SURVEYOR NO. S-2614, HEREBY CERTIFY THAT UNDER THE DIRECTION OF WOLD ARCHITECTS AND ENGINEERS THIS SURVEY AND MAP HAS BEEN PREPARED AND COMPLIES WITH WISCONSIN ADMINISTRATIVE CODE A-E7 AND IS CORRECT TO THE BEST OF MY KNOWLEDGE

AND BELIEF IN ACCORDANCE WITH THE INFORMATION PROVIDED.

SOUTH NUT ON HYDRANT LOCATED ON

WEST SIDE OF BUILDING

CONCRETE CURB & GUTTER

EDGE OF PAVEMENT

EDGE OF GRAVEL

SANITARY SEWER

co co l

2002 PANKRATZ STREET 53704

MADISON, DANE COUNTY,

WISCONSIN

WOLD ARCHITECTS

AND ENGINEERS

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13. SITE PLAN RECORDS WERE ACQUIRED FROM THE CITY OF MADISON ZONING DEPARTMENT. THE RECORDS ACQUIRED ARE FROM NOVEMBER 11, 2011.

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FINISHED FLOOR SHOT LOCATION

BOLLARD

POST

SIGN

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WATER MANHOLE

HYDRANT

WATER VALVE

SIAMESE CONNECTOR

STORM MANHOLE

ROUND CASTED INLET

CURB INLET

ENDWALL/END OF PIPE

GAS VALVE

220 NORTH SMIT ST., SUITE 310

PALATINE, ILLINOIS 60067

CLERK'S OFFICE

FACILITY REMODELco

CO 10 Oil

PARCEL

203,913 S.F.

4.681 AC.

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TODD J. BUHR, S-2614

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END OF FLAGGED UTILITIES

DENOTES RECORDED AS MEASUREMENTS

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7. UTILITY COMPANIES CONTACTED THRU DIGGERS HOTLINE:

CITY OF MADISON

MGE (ELECTRIC AND GAS)

AT&T

ROGERS COMMUNICATIONS

WISCONSIN DOT

MCI

LUMEN

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9. JSD PROFESSIONAL SERVICES, INC. DOES NOT GUARANTEE THAT THE BENCHMARKS LISTED ON THIS MAP HAVE NOT BEEN DISTURBED SINCE

THE DATE OF THIS SURVEY AND SHOULD BE VERIFIED BEFORE BEING UTILIZED.

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8. BEFORE EXCAVATION, APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED. FOR EXACT LOCATION OF UNDERGROUND UTILITIES, CONTACT DIGGERS HOTLINE, AT 1.800.242.8511.

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507 WEST VERONA AVENUE, SUITE 500

VERONA, WISCONSIN 53593

P. 608.848.5060

--------------- PARCEL BOUNDARY

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--------------- RIGHT-OF-WAY LINE

--------------- PLATTED LOT LINE

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507 WEST VERONA AVENUE, SUITE 500

VERONA, WISCONSIN 53593

P. 608.848.5060

CLIENT:

PROJECT:

CLIENT ADDRESS:

PROJECT LOCATION:

JSD PROJECT NO:

SHEET NUMBER:

SHEET TITLE:

PLAN MODIFICATIONS:

# Description:Date:

Designed By:

Reviewed By:

Approved By:

CREATE THE VISION

jsdinc.com

WOLD ARCHITECTS

AND ENGINEERS

220 NORTH SMIT ST., SUITE 310

PALATINE, ILLINOIS 60067

DANE COUNTY ELECTIONS

CLERK'S OFFICE

FACILITY REMODEL

2002 PANKRATZ STREET 53074

MADISON, DANE COUNTY

WISCONSIN

24-14112 Toll Free (800) 242-8511

MH

SPV SUBMITTAL01.17.2025

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REDEVELOPED BUILDING

FFE: 886.7

LEGEND

1. REFER TO THE EXISTING CONDITIONS SURVEY FOR EXISTING CONDITIONS NOTES AND LEGENDS.

2. ALL WORK IN THE RIGHT-OF-WAY AND/OR PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, JURISDICTIONAL SPECIFICATIONS, AND APPROVED BY THE JURISDICTION HAVING AUTHORITY.

3. EXISTING GRADE SPOT ELEVATIONS SHOWN FOR INFORMATIONAL PURPOSES. DURING CONSTRUCTION MATCH

EXISTING GRADES AT CONSTRUCTION LIMITS.

4. NO SITE GRADING OUTSIDE OR DOWNSLOPE OF PROPOSED SILT FENCE LOCATION. NO LAND DISTURBANCE BEYOND

PROPERTY LINES.

5. JSD SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER/CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY ANY OR ALL REGULATORY

AGENCIES.

6. CONTRACTOR SHALL RESTORE ALL BUILDINGS, PAVEMENT, PIPES, SLOPES, AND STRUCTURES DAMAGED BY THE

CONTRACTOR TO PRE-EXISTING OR BETTER CONDITIONS.

7. THE RIGHT-OF-WAY IS THE SOLE JURISDICTION OF THE JURISDICTIONAL AUTHORITY AND IS SUBJECT TO CHANGE AT

ANY TIME.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY DURING THE CONSTRUCTION OF THESE IMPROVEMENTS.

9. ANY REFERENCES TO THE TERMS OR ENTITY ABBREVIATIONS IN THE FOLLOWING NOTES AND SPECIFICATIONS

SHALL BE UNDERSTOOD AS FOLLOWS:

9.1. "JURISDICTION " - THE LOCAL GOVERNMENTAL AGENCY (I.E., CITY, VILLAGE, TOWN, COUNTY, STATE, OR UTILITY

SERVICE PROVIDER) HAVING AUTHORITY.

9.2. "STATE HIGHWAY SPECIFICATIONS" - STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND

STRUCTURE CONSTRUCTION, CURRENT EDITION AND SUPPLEMENTS

9.3. "STANDARD SPECIFICATIONS" - STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN

WISCONSIN, CURRENT EDITION AND SUPPLEMENTS

9.4. WISCONSIN DEPARTMENT OF TRANSPORTATION - "WISDOT"

9.5. WISCONSIN DEPARTMENT OF NATURAL RESOURCES - "WDNR"

9.6. DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICES - "DSPS" OR "SPS"

GENERAL NOTES

1. THIS PLAN INDICATES ITEMS ON THE PROPERTY INTENDED FOR DEMOLITION BASED ON THE CURRENT SITE DESIGN THAT HAVE BEEN IDENTIFIED BY A REASONABLE OBSERVATION OF THE EXISTING CONDITIONS THROUGH FIELD SURVEY RECONNAISSANCE, "DIGGERS HOTLINE" LOCATION, AND GENERAL "STANDARD OF CARE". THERE MAY BE ADDITIONAL ITEMS THAT CAN NOT BE IDENTIFIED BY A REASONABLE ABOVEGROUND OBSERVATION, OF WHICH THE ENGINEER WOULD HAVE NO KNOWLEDGE OR MAY BE A PART OF ANOTHER DESIGN DISCIPLINE. IT IS THE CONTRACTOR'S/BIDDER'S RESPONSIBILITY TO REVIEW THE PLANS, INSPECT THE SITE, AND PROVIDE THEIR OWN DUE DILIGENCE TO INCLUDE IN THEIR BID WHAT ADDITIONAL ITEMS, IN THEIR OPINION, MAY BE NECESSARY FOR DEMOLITION. ANY ADDITIONAL ITEMS IDENTIFIED BY THE CONTRACTOR/BIDDER SHALL BE IDENTIFIED IN THE BID AND REPORTED TO THE ENGINEER OF RECORD. JSD TAKES NO RESPONSIBILITY FOR ITEMS ON THE PROPERTY THAT COULD NOT BE LOCATED BY A REASONABLE OBSERVATION OF THE PROPERTY OR OF WHICH THEY WOULD

HAVE NO KNOWLEDGE.

2. CONTRACTOR SHALL KEEP ALL STREETS AND PRIVATE DRIVES FREE AND CLEAR OF ALL CONSTRUCTION-RELATED

DIRT, DUST, AND DEBRIS.

3. ALL TREES WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED UNLESS SPECIFICALLY CALLED OUT FOR PROTECTION. ALL TREES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY. STUMPS MAY BE GROUND TO

PROPOSED SUBGRADE IN GRASSED AREAS ONLY UNLESS DIRECTED BY ENGINEER.

4. ALL LIGHT POLES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING BASE AND ALL APPURTENANCES. SALVAGE FOR RELOCATION. COORDINATE RELOCATION AND/OR ABANDONMENT OF ALL

ELECTRIC LINES WITH ELECTRICAL ENGINEER AND OWNER PRIOR TO DEMOLITION.

5. ABANDONED/REMOVED ITEMS SHALL BE LEGALLY DISPOSED OF OFFSITE UNLESS OTHERWISE NOTED.

6. CONTRACTOR TO REPLACE ALL SIDEWALK AND CURB AND GUTTER ABUTTING THE PROPERTIES THAT WERE

DAMAGED BY THE CONSTRUCTION.

7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO:

7.1. EXAMINE ALL SITE CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE ENGINEERING DRAWINGS.

ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE ENGINEER AND RESOLVED PRIOR TO THE

START OF CONSTRUCTION.

7.2. VERIFY UTILITY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. NO WORK SHALL BE

PERFORMED UNTIL THE DISCREPANCIES ARE RESOLVED.

7.3. NOTIFY ALL UTILITIES OWNER'S PRIOR TO THE REMOVAL OF ANY UNDERGROUND UTILITIES.

7.4. NOTIFY THE DESIGN ENGINEER AND LOCAL CONTROLLING MUNICIPALITY 48 HOURS PRIOR TO THE START OF

CONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION INSPECTION.

8. ANY UTILITIES THAT ARE DAMAGED BY THE CONTRACTORS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION

AT THE CONTRACTOR'S EXPENSE.

9. CONTRACTOR SHALL COORDINATE PRIVATE UTILITY REMOVAL/ABANDONMENT AND NECESSARY RELOCATION WITH RESPECTIVE UTILITY COMPANY. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES PRIOR

TO CONSTRUCTION.

10. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPROVED JURISDICTION'S RECYCLING PLAN.

11. ANY CONTAMINATED SOILS ENCOUNTERED SHALL BE REMOVED IN ACCORDANCE WITH FEDERAL AND STATE

REGULATIONS TO AN APPROPRIATE AND APPROVED LANDFILL.

12. ALL EXISTING UTILITIES SHALL BE FIELD LOCATED AND CLEARLY MARKED BY CONTRACTOR PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES OCCUR IN THE LOCATION SHOWN OR PROPOSED IMPROVEMENTS IMPACTING EXISTING UTILITY LINE LOCATION(S). CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING UTILITY LINE OPENINGS (ULO) TO CONFIRM LOCATIONS OR

ELEVATIONS, AS REQUESTED BY THE ENGINEER.

13. ALL PERIMETER EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF DEMOLITION ACTIVITIES. CONTRACTOR SHALL KEEP ALL STREETS AND PAVEMENTS FREE AND CLEAR OF ALL CONSTRUCTION

RELATED DIRT, DUST, AND DEBRIS.

14. CONTRACTOR SHALL REMOVE EXISTING UTILITY PIPE OR PROVIDE PIPE BACKFILLING AFTER REMOVAL OF EXISTING UTILITIES WITHIN BUILDING FOOTPRINT USING "LOW DENSITY CONCRETE/FLOWABLE FILL".

15. RESTORATION OF THE EXISTING ROADWAY RIGHT-OF-WAYS ARE CONSIDERED INCIDENTAL AND SHALL BE PART OF THE COST OF THE UNDERGROUND IMPROVEMENTS, DEMOLITION, AND REMOVAL. THIS INCLUDES CURB AND

GUTTER, SIDEWALK, TOPSOIL, SEEDING, AND MULCHING.

DEMOLITION NOTES

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TELL THE STORY

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SCALE IN FEET

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DEMOLITION - REMOVAL OF RETAINING WALL

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DEMOLITION - REMOVAL OF ASPHALT SURFACES AND BASE COURSE

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DEMOLITION - REMOVAL OF CONCRETE SURFACES

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DEMOLITION - REMOVAL OF LANDSCAPE BEDDING

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DEMOLITION - PAVEMENT SURFACE REMOVAL

AutoCAD SHX Text

TREE REMOVAL

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SHRUB REMOVAL

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PROTECT EXISTING TREE

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REMOVE EX ASPHALT PAVEMENT BASE COURSE TO REMAIN

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REMOVE EXISTING CURB AND GUTTER

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REMOVE EXISTING ASPHALT PAVEMENT AND BASE COURSE

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REMOVE EXISTING CONCRETE PAVEMENT AND STRUCTURAL SUPPORTS AND FENCING

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REMOVE EXISTING CONCRETE PAVEMENT

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REMOVE EXISTING RETAINING WALL AND RAILING

AutoCAD SHX Text

PROTECT EXISTING TREES (4)

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REMOVE EXISTING TREES (2)

AutoCAD SHX Text

REMOVE EXISTING CURB AND GUTTER

AutoCAD SHX Text

REMOVE EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text CLEAR/ GRUB WOODY VEGETATION & CAT TAILS DREDGE EXISTING ENGINEERED SOILS (APPROX. 3') & TOP 6IN OF ROCK/SAND STORAGE LAYER

AutoCAD SHX Text

1. INSTALL SILT FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING INSTALL SILT FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING SILT FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING SILT FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING FENCE AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING AND INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING INLET PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING PROTECTION IN THE APPROPRIATE LOCATIONS AND STONE TRACKING IN THE APPROPRIATE LOCATIONS AND STONE TRACKING IN THE APPROPRIATE LOCATIONS AND STONE TRACKING THE APPROPRIATE LOCATIONS AND STONE TRACKING THE APPROPRIATE LOCATIONS AND STONE TRACKING APPROPRIATE LOCATIONS AND STONE TRACKING APPROPRIATE LOCATIONS AND STONE TRACKING LOCATIONS AND STONE TRACKING LOCATIONS AND STONE TRACKING AND STONE TRACKING AND STONE TRACKING STONE TRACKING STONE TRACKING TRACKING TRACKING PAD ON THE ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS ON THE ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS ON THE ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS THE ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS THE ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS ENTRANCES TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS TO BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS BE USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS USED BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS BY THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS THE CONSTRUCTION VEHICLES TO ACCESS THE SITE AS CONSTRUCTION VEHICLES TO ACCESS THE SITE AS CONSTRUCTION VEHICLES TO ACCESS THE SITE AS VEHICLES TO ACCESS THE SITE AS VEHICLES TO ACCESS THE SITE AS TO ACCESS THE SITE AS TO ACCESS THE SITE AS ACCESS THE SITE AS ACCESS THE SITE AS THE SITE AS THE SITE AS SITE AS SITE AS AS AS NOTED ON THE GRADING AND EROSION CONTROL PLAN. 2. EXISTING BUILDING RECONSTRUCTION. EXISTING BUILDING RECONSTRUCTION. 3. RESTORE EXISTING BIOBASINS. RESTORE EXISTING BIOBASINS. 4. PLACE TOPSOIL PLACE TOPSOIL 5. SEED AND MULCH SEED AND MULCH 6. REMOVE AND REPAVE ASPHALT PAVEMENT REMOVE AND REPAVE ASPHALT PAVEMENT 7. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE IS FULLY STABILIZED OR 70% CONTIGUOUS EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE IS FULLY STABILIZED OR 70% CONTIGUOUS VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR MAY MODIFY SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION MAY MODIFY SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION MAY MODIFY SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION MODIFY SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION MODIFY SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION SEQUENCING AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION AFTER ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION ITEM NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION NO. 1 AS NEEDED TO COMPLETE CONSTRUCTION 1 AS NEEDED TO COMPLETE CONSTRUCTION 1 AS NEEDED TO COMPLETE CONSTRUCTION AS NEEDED TO COMPLETE CONSTRUCTION AS NEEDED TO COMPLETE CONSTRUCTION NEEDED TO COMPLETE CONSTRUCTION NEEDED TO COMPLETE CONSTRUCTION TO COMPLETE CONSTRUCTION TO COMPLETE CONSTRUCTION COMPLETE CONSTRUCTION COMPLETE CONSTRUCTION CONSTRUCTION CONSTRUCTION IF EROSION CONTROLS ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION EROSION CONTROLS ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION EROSION CONTROLS ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION CONTROLS ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION CONTROLS ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION ARE MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION MAINTAINED IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION IN ACCORDANCE WITH THE CONSTRUCTION SITE EROSION ACCORDANCE WITH THE CONSTRUCTION SITE EROSION ACCORDANCE WITH THE CONSTRUCTION SITE EROSION WITH THE CONSTRUCTION SITE EROSION WITH THE CONSTRUCTION SITE EROSION THE CONSTRUCTION SITE EROSION THE CONSTRUCTION SITE EROSION CONSTRUCTION SITE EROSION CONSTRUCTION SITE EROSION SITE EROSION SITE EROSION EROSION EROSION CONTROL REQUIREMENTS.

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PROTECT EXISTING TREES (2)

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CLEAR SEDIMENT FROM EXISTING BASINS

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CLEAR SEDIMENT FROM EXISTING BASINS

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REMOVE EXISTING RAILING AND GROUT ANCHOR BOLT LOCATIONS

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REMOVE EXISTING CONCRETE PAVEMENT AND BOLLARDS

AutoCAD SHX Text CLEAR/ GRUB WOODY VEGETATION & CAT TAILS DREDGE EXISTING ENGINEERED SOILS (APPROX. 3') & TOP 6IN OF ROCK/SAND STORAGE LAYER

AutoCAD SHX Text CLEAR/ GRUB WOODY VEGETATION & CAT TAILS DREDGE EXISTING ENGINEERED SOILS (APPROX. 3') & TOP 6IN OF ROCK/SAND STORAGE LAYER

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REMOVE EX ASPHALT PAVEMENT BASE COURSE TO REMAIN

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REMOVE EXISTING ADA PARKING STALL SIGNS (7)

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EXISTING CURB AND SIDEWALK TO REMAIN, TYP

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REMOVE EXISTING RETAINING WALL AND FENCE

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PROTECT EXISTING TREES (2)

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REMOVE EXISTING CONCRETE PAVEMENT AND BASE COURSE

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REMOVE EXISTING CONCRETE PAVEMENT AND BASE COURSE

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220 NORTH SMIT ST., SUITE 310

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2002 PANKRATZ STREET 53074

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OVER 6” DENSE AGGREGATE BASE (REFER TO MECHNICAL PLANS FOR MORE

INFORMATION)

THE RIGHT OF WAY IS THE SOLE JURISDICTION

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AutoCAD SHX Text THESE PLANS AND DESIGNS ARE COPYRIGHT PROTECTED AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF JSD PROFESSIONAL SERVICES, INC.

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TELL THE STORY

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SCALE IN FEET

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AutoCAD SHX Text 40'

AutoCAD SHX Text 40'

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HEAVY DUTY ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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PROPERTY LINE

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RIGHT-OF-WAY

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EASEMENT LINE

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BUILDING OUTLINE

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BUILDING OVERHANG

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BUILDING SETBACK LINE

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PAVEMENT SETBACK LINE

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EDGE OF PAVEMENT

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STANDARD CURB AND GUTTER

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FENCE

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ADA PARKING SIGN

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BOLLARD WITH ADA PARKING SIGN

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EX. STORMWATER AREA

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SITE ADDRESS

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PROPERTY ACREAGE

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2002 PANKRATZ ST., MADISON, WI 53704

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4.681 ACRES

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NUMBER OF BUILDING STORIES

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TOTAL EX. BUILDING SQUARE FOOTAGE

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40,596 SF

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NUMBER OF PARKING STALLS

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SURFACE

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VISITOR PARKING

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STAFF PARKING

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ADA VISITOR PARKING

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NUMBER OF BICYCLE STALLS:

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EXISTING VS. PROPOSED SITE COVERAGE

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EXISTING IMPERVIOUS SURFACE AREA

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EXISTING PERVIOUS SURFACE AREA

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EXISTING IMPERVIOUS SURFACE AREA RATIO

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119,626 SF

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84,287 SF

AutoCAD SHX Text 0.59

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PROPOSED IMPERVIOUS SURFACE AREA

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PROPOSED PERVIOUS SURFACE AREA

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PROPOSED IMPERVIOUS SURFACE AREA RATIO

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116,545 SF

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87,368 SF

AutoCAD SHX Text 0.57

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ADA STAFF PARKING

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TOTAL SITE PARKING STALLS

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AT GRADE LOADING DOCK

AutoCAD SHX Text STANDARD 18" CURB AND GUTTER CONCRETE SIDEWALK REPLACE EXISTING DETECTABLE WARNING FIELDS W/ MINIMUM 5' OF SIDEWALK REPLACEMENT HEAVY DUTY CONCRETE DIAGONAL HATCH - SWSL/4" AT 45° @ 2'-0" O.C.ACCESSIBLE PARKING SPACE & SYMBOL, TYP. ACCESSIBLE PARKING SIGN AND POST TRANSFORMER PAD (CONTRACTOR SHALL COORDINATE AND CONFIRM FINAL PLACEMENT WITH SERVICE PROVIDER) BOLLARD PROPOSED ASPHALT PAVEMENT (REFER TO PAVEMENT SECTIONS) EV PARKING CHARGING STATION & PAD W/ BOLLARDS (REFER TO ELECTRICAL) EV READY FUTURE CHARGING STATION & PAD W/ BOLLARDS (REFER TO ELECTRICAL) GATE KEY CARD ACCESS (REFER TO ELECTRICAL) GENERATOR PAD (REFER TO ELECTRICAL) SECURITY GATE (REFER TO DETAIL) & GATE OPERATOR (ON CONCRETE BASE WITH 4' DEEP FROST-WALL, REFER TO MANUFACTURE FOR SIZE, LOCATION, ANCHORING, AND CONDUIT) SECURITY FENCE RETAINING WALL (REFER TO STRUCTURAL) 10" THICK, 6" RAISED, CONCRETE ISLAND/PEDESTAL WITH 3" RADIUS ROUNDED EDGES OVER 6" DENSE AGGREGATE BASE (REFER TO MECHNICAL PLANS FOR MORE INFORMATION) DUMPSTER ENCLOSURE (SEE DETAIL) CURB FLUME (SEE DETAIL) WHEEL STOP (TYP) BIKE RACK PROPOSED LIGHT POLE (SEE PHOTOMETRIC PLAN) 8' VINYL FENCE (SOLID) 8' VINYL FENCE - 4FT MAN GATE (SEE DETAILS) 7' STOP SIGN REJECT 18" CURB AND GUTTER

AutoCAD SHX Text A

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REPLACE RIP-RAP AT DOWNSPOUT

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REPAINT PARKING STALLS

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EX FLUSH SIDEWALK TO REMAIN

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EX RAISED SIDEWALK TO REMAIN

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EX CURB AND CONCRETE INLET COLLARS TO REMAIN, TYP.

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SCALE: 1':10'

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SCALE: 1':10'

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SEE DETAILED SITE PLAN

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SEE DETAILED SITE PLAN

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SCALE: 1':10'

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AutoCAD SHX Text THE RIGHT OF WAY IS THE SOLE JURISDICTION OF THE CITY F MADISON AND IS SUBJECT TO CHANGE AT ANY TIME PER THE RECOMMENDED PLAN BY TRAFFIC ENGINEERING AND CITY ENGINEERING DEPARTMENT

AutoCAD SHX Text CONTRACTION JOINTS CONTRACTOR TO VERIFY LAYOUT IN FIELD ISOLATION CONSTRUCTION JOINT AROUND EX COLUMN PIERS, TYP

AutoCAD SHX Text INCLUDE PUSH-BAR BREAKAWAY LATCH. LOCKING MECHANISM ON INSIDE ONLY. NO OPENING HARDWARE ON OUTSIDE OF PATIO SPACE

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WOOD DECK AND RAMP. REFER TO LANDSCAPE PLANS FOR DETAILS

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REFER TO DEMO PLAN FOR CONCRETE REMOVAL AREAS

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MADISON REGIONAL OFFICE

507 WEST VERONA AVENUE, SUITE 500

VERONA, WISCONSIN 53593

P. 608.848.5060

CLIENT:

PROJECT:

CLIENT ADDRESS:

PROJECT LOCATION:

JSD PROJECT NO:

SHEET NUMBER:

SHEET TITLE:

PLAN MODIFICATIONS:

# Description:Date:

Designed By:

Reviewed By:

Approved By:

CREATE THE VISION

jsdinc.com

WOLD ARCHITECTS

AND ENGINEERS

220 NORTH SMIT ST., SUITE 310

PALATINE, ILLINOIS 60067

DANE COUNTY ELECTIONS

CLERK'S OFFICE

FACILITY REMODEL

2002 PANKRATZ STREET 53074

MADISON, DANE COUNTY

WISCONSIN

24-14112 Toll Free (800) 242-8511

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SPV SUBMITTAL01.17.2025

100% DD SET - REVISED05.30.2025

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GRADING AND EROSION

CONTROL PLAN

REDEVELOPED BUILDING

FFE: 886.7

LEGEND

1. CONTRACTOR IS RESPONSIBLE TO NOTIFY ENGINEER OF RECORD AND OFFICIALS OF ANY CHANGES TO THE

EROSION CONTROL AND STORMWATER MANAGEMENT PLANS.

2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN

ACCORDANCE WITH WDNR TECHNICAL STANDARDS AND JURISDICTIONAL

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CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THESE STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL EROSION CONTROL MEASURES WHICH MAY BE NECESSARY TO MEET UNFORESEEN FIELD

CONDITIONS.

3. INSTALL PERIMETER EROSION CONTROL MEASURES (SUCH AS CONSTRUCTION ENTRANCES, SILT FENCE, AND EXISTING INLET PROTECTION) PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE COVER.

MODIFICATIONS TO THE APPROVED EROSION CONTROL DESIGN IN ORDER TO MEET UNFORESEEN FIELD CONDITIONS IS ALLOWED IF MODIFICATIONS CONFORM TO WDNR TECHNICAL STANDARDS AND JURISDICTIONAL REQUIREMENTS. ALL DESIGN MODIFICATIONS MUST BE APPROVED BY THE JURISDICTIONAL AUTHORITIES PRIOR TO

DEVIATION OF THE APPROVED PLAN.

4. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED BY JURISDICTIONS HAVING AUTORITY AND/OR

ENGINEER OF RECORD SHALL BE INSTALLED WITHIN 24 HOURS OF REQUEST.

5. INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE ROUTINE (ONCE PER WEEK MINIMUM) TO ENSURE PROPER FUNCTION OF EROSION CONTROLS AT ALL TIMES. EROSION CONTROL MEASURES

ARE TO BE IN WORKING ORDER AT THE END OF EACH WORK DAY.

6. ALL EROSION AND SEDIMENT CONTROL ITEMS SHALL BE INSPECTED WITHIN 24 HOURS OF ALL RAIN EVENTS EXCEEDING 0.5". ANY DAMAGED EROSION CONTROL MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY

UPON INSPECTION.

7. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL LOCATIONS OF VEHICLE INGRESS/EGRESS POINTS.

ADDITIONAL LOCATIONS OTHER THAN AS SHOWN ON THE PLANS MUST BE PRE-APPROVED BY THE JURISDICTION.

CONSTRUCTION ENTRANCES SHALL BE 50' LONG AND NO LESS THAN 12" THICK BY USE OF 3" SELECTED CRUSHED.

CONSTRUCTION ENTRANCES SHALL BE MAINTAINED BY THE CONTRACTOR IN A CONDITION WHICH WILL PREVENT THE TRACKING OF MUD OR DRY SEDIMENTOFF-SITE AFTER EACH WORKING DAY OR MORE FREQUENTLY AS

REQUIRED.

8. PAVED SURFACES ADJACENT TO CONSTRUCTION SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED TO REMOVE ACCUMULATED SOIL, DIRT, AND/OR DUST AFTER THE END OF EACH WORK DAY AND AS REQUESTED BY THE

JURISDICTIONAL AUTHORITIES.

9. INLET PROTECTION SHALL BE IMMEDIATELY FITTED AT THE INLETS OF ALL INSTALLED STORM SEWER. STONE DITCH CHECKS FENCE SHALL BE IMMEDIATELY FITTED AT ALL INSTALLED CULVERT INLETS TO PREVENT SEDIMENT

DEPOSITION WITHIN STORM SEWER SYSTEMS.

10. INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF STOCKPILES. IF STOCKPILE REMAINS UNDISTURBED FOR MORE THAN SEVEN (7) DAYS, TEMPORARY SEEDING AND STABILIZATION IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES IS REQUIRED. IF DISTURBANCE OCCURS BETWEEN NOVEMBER 15TH AND MAY 15TH, THE

MULCHING SHALL BE PERFORMED BY HYDRO-MULCHING WITH A "TACKIFIER."

11. DITCH CHECKS AND APPLICABLE EROSION NETTING/MATTING SHALL BE INSTALLED IMMEDIATELY AFTER COMPLETION OF GRADING EFFORTS WITHIN DITCHES/SWALES TO PREVENT SOIL TRANSPORTATION.

12. EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, WATER MAIN, ETC.):

12.1. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.

12.2. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.

12.3. DISCHARGE TRENCH WATER INTO A SEDIMENTATION BASIN OR FILTERING TANK IN ACCORDANCE WITH THE

WDNR DEWATERING TECHNICAL STANDARD NO. 1061 PRIOR TO RELEASE INTO THE STORM SEWER, RECEIVING STREAM, OR DRAINAGE DITCH.

13. ALL SLOPES 4:1 OR GREATER SHALL BE STABILIZED WITH CLASS I, TYPE B EROSION MATTING PER STATE HIGHWAY SPECIFICATIONS OR APPLICATION OF A WISDOT APPROVED POLYMER SOIL STABILIZATION TREATMENT OR A COMBINATION THEREOF, AS REQUIRED WITHIN SEVEN (7) DAYS OF REACHING FINAL GRADE. DRAINAGE SWALES SHALL BE STABILIZED WITH CLASS II, TYPE B EROSION MATTING PER STATE HIGHWAY SPECIFICATIONS. EROSION MATTING AND/OR NETTING USED ONSITE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

GUIDELINES AND WDNR TECHNICAL STANDARDS 1052 AND 1053.

14. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO CONTROL DUST ARISING FROM CONSTRUCTION OPERATIONS.

REFER TO WDNR TECHNICAL STANDARD 1068.

15. A CONCRETE WASHOUT AREA SHALL BE DESIGNATED ONSITE. CONTRACTOR SHALL USE PRE-MANUFACTURED ABOVE GROUND WASHOUT TOTE OR EQUIVALENT CONTAINMENT AREA FOR ALL CONCRETE WASTE. CONCRETE WASTE SHALL ONLY BE CONTAINED IN ABOVE GROUND PRE-FABRICATED CONTAINERS OR CONSTRUCTED CONTAINMENT AREA AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FREQUENTLY DISPOSE OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS TO MAINTAIN THE SYSTEMS

EFFECTIVENESS.

16. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. NO MORE THAN SEVEN (7) DAYS SHALL PASS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS CEASED UNLESS:

16.1. THE INITIATION STABILIZATION MEASURES BY THE SEVENTH (7) DAY AFTER CONSTRUCTION ACTIVITY HAS CEASED OR IS PRECLUDED BY SNOW COVER. IN THAT EVENT, STABILIZATION SHALL BE INITIATED AS SOON

AS PRACTICABLE.

16.2. CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN FOURTEEN (14) DAYS FROM WHEN ACTIVITY CEASED (I.E., THE TOTAL TIME PERIOD THAT THE CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS THAN FOURTEEN (14) DAY). IN THAT EVENT, STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE SEVENTH (7) DAY AFTER CONSTRUCTION

ACTIVITY HAS TEMPORARILY CEASED.

16.3. STABILIZATION MEASURES SHALL BE DETERMINED BASED ONSITE CONDITIONS WHEN CONSTRUCTION ACTIVITY HAS CEASED INCLUDING, BUT NOT LIMITED TO, WEATHER CONDITIONS AND LENGTH OF TIME THE

MEASURE MUST BE EFFECTIVE. THE FOLLOWING ARE ACCEPTABLE STABILIZATION MEASURES:

16.3.1. PERMANENT SEEDING; IN ACCORDANCE WITH APPROVED CONSTRUCTION SPECIFICATION

16.3.2. TEMPORARY SEEDING; MAY CONSIST OF SPRING OATS(100LBS.ACRE) IN SPRING/SUMMER OR WHEAT

OR CEREAL RYE (150LBS./ACRE) IN FALL

16.3.3. HYDRO-MULCHING WITH A TACKIFIER

16.3.4. WOVEN AND NON-WOVEN GEOTEXTILES

16.3.5. EROSION MATTING

16.3.6. SODDING

16.3.7. OTHER MEASURES AS APPROVED BY THE ENGINEER

17. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL LAND DISTURBING CONSTRUCTION ACTIVITY AT THE SITE HAS BEEN COMPLETED AND THAT A UNIFORM PERENNIAL VEGETATIVE COVER HAS BEEN ESTABLISHED WITH A CONTIGUOUS DENSITY OF AT LEAST 70% FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT

STRUCTURES OR THAT EMPLOY EQUIVALENT PERMANENT STABILIZATION MEASURES.

18. CONTRACTOR/OWNER SHALL FILE A NOTICE OF TERMINATION UPON COMPLETION OF THE PROJECT IN ACCORDANCE WITH WDNR REQUIREMENTS AND/OR REQUEST FOR PERMIT CLOSURE IN ACCORDANCE WITH

JURISDICTION PERMIT AND SPECIFICATION REQUIREMENTS.

EROSION CONTROL NOTES

1. ALL SITE PREP AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT PREPARED BY [FIRM NAME], TITLED ["REPORT TITLE"], ISSUE DATE [DATE]. ALL REFERENCES TO THE "GEOTECHNICAL REPORT" SHALL BE

UNDERSTOOD AS THE AFOREMENTIONED REPORT.

2. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY ALL GRADES, MAKE SURE ALL AREAS DRAIN PROPERLY, AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR COMPUTATIONS OF ALL GRADING QUANTITIES. WHILE JSD PROFESSIONAL SERVICES, INC. ATTEMPTS TO PROVIDE A COST-EFFECTIVE APPROACH TO BALANCE EARTHWORK, GRADING DESIGN IS BASED ON MANY FACTORS, INCLUDING SAFETY, AESTHETICS, AND COMMON ENGINEERING

STANDARDS OF CARE. THEREFORE, NO GUARANTEE CAN BE MADE FOR A BALANCED SITE.

4. ALL EXCAVATIONS AND FILLS SHALL BE TO THE ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL INCLUDE SUFFICIENT DEPTHS FOR PLACEMENT OF FILL MATERIALS, BASE COURSES, PAVEMENTS, TOPSOIL, AND OTHER

MATERIALS TO THE SPECIFIED DEPTHS.

5. CONTRACTOR SHALL NOT EXCAVATE BELOW ELEVATIONS OR DESIGN GRADES SHOWN ON THE DRAWINGS WITHOUT

PRIOR AUTHORIZATION FROM ENGINEER AND OWNER.

6. PRIOR TO ALL EXCAVATION OR FILLING OPERATIONS, CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL TOPSOIL FROM PROPOSED LOCATIONS OF BUILDINGS, STRUCTURES, ROADS, WALKS, OTHER PAVED AREAS, STORM WATER FACILITIES OR WITHIN THE GRADING EXTENTS WHERE EXISTING GRADES ARE ALTERED BY MORE THAN 3".

REMOVED OR STRIPPED TOPSOIL SHALL BE SEGREGATED AND STOCKPILED ON-SITE IN AN…