5237 Verona Road GENERAL IMPLEMENTATION PLAN October 23, 2018 General Implementation Plan Table of Contents 5237 VERONA ROAD

Project Overview 3 Project Team

BSH Companies Legal Description 4 44 Cook Street, Suite 400 Denver, CO 80206 Statement of Need for Planned Development District 5 303.886.5900

Kaufman Design Group Consistency With Comprehensive Plan 6 12371 E. Lincoln Court Wichita, KS 67207 316.618.0448 Social and Economic Benefits of the Project 7 MSA Engineers 2901 International Lane Environmental Benefits of the Project 8 Madison, WI 53704 608.242.7779 Site Layout 9

Project Ownership and Property Management 11

Proposed Development Schedule and Timeframe 12

Appendices 13

October 23, 2018 | Page 2 General Implementation Plan Project Overview 5237 VERONA ROAD

BSH Companies’ proposed Fitchburg development will be Dane County’s Parcel Maps first multi-story, climate controlled, self-storage facility. The project will provide Fitchburg residents with a new product choice not currently found in the community. Additionally, this project will add storage capacity to keep up with the city’s growth and addition of multi-family housing units, as well as commercial growth in this area of town. Our facility will be located on a 4.66 acre site that formerly housed Nedrebo’s Formal Wear. The site is located at the southeast corner of the Verona Frontage Road and Discovery Drive intersection, directly east of U.S. Highway 18/151, south of the Williamsburg Way exit.

Adjacent Properties The project site is bordered to the north and east by Thermo Fisher Scientific and by Saris Manufacturing to the South. Neighboring uses are industrial and manufacturing-based activities. BSH Companies has met with or spoken with representatives from all neighbors located within 300’ of the project, per the requirements of the PDD rezoning process.

Brownfield Reclamation & Adaptive Re-use Prior use of this site resulted in significant environmental contamination with dry cleaning solvents. BSH’s proposed use is compatible with the ongoing limitations on use of the site and would enable the land’s return to active use, generating significant additional tax revenues for the City of Fitchburg.

Existing Topography and Vegetation The site slopes from West to East, with a steep step down toward the far east side of the site. The former building was demolished in 2016 to allow for environmental cleanup. Currently, the site is predominantly open grass, with a small number of trees, varying in size and species.

October 23, 2018 | Page 3 General Implementation Plan Legal Description 5237 VERONA ROAD

Part of the North 1/2 of the Southeast 1/4 of northwest having a radius of 7,759.44 feet (the long S15°05’44” W, 100.00 feet; Thence N 74°54’16” Section 6, Township 6 North, Range 9 East, City of chord bears N 15°38’07” E, 146.14 feet); Thence N W, 115.00 feet; Thence S 14°49’58” W, 1089.39 Fitchburg, Dane County, Wisconsin, which is more 80°06’45” W, 10.06 feet; Thence northeasterly 208.01 feet; Thence S 37°02’06” E, 114.96 feet; Thence S fully described as follows: Commencing at the East feet along the arc of a curve concave to the northwest 01°45’50” E, 93.10 feet; Thence S 52°57’54” W, 208.12 Quarter Corner of said Section 6; thence West along having a radius of 7,769.44 feet (the long chord bears feet; Thence N 88°21’11” W, 264.73 feet; Thence N the North line of the Southeast 1/4 of said Section 6, N16°56’01” E, 208.00 feet); Thence N 18°07’35” 89°09’56” W, 385.84 feet; Thence N 01°32’10” E, 455.45 feet; thence South 349.25 feet; thence West E, 115.48 feet Thence N 57°48’07” E, 469.82 feet; 157.01 feet to the Point of Beginning. parallel to the North line of the Northeast 1/4 of the Thence S 18°39’38” W, 195.87 feet; Thence S Southeast 1/4, 240.9 feet to the point of beginning of 19°14’35” W, 362.13 feet; Thence S 19°59’09” W, FURTHER EXCEPTING land conveyed in Award of this description; thence continue West, parallel to the 161.96 feet; Thence S 13°24’02” E, 108.82 feet; Damages recorded March 9, 2016, as Document No. North line of the Northeast 1/4 of the Southeast 1/4, Thence continuing S 13°24’02” E, 99.50 feet; Thence 5219434 553.2 feet to the East line of U.S. Highway No. 18; thence Southwesterly along said East line of highway and on a curve to the left whose radius is 5,696.65 feet and whose chord bears South 20°50’ West for a CENTER OF SECTION 6 FOUND BRASS CAP EAST 1/4 CORNER OF SECTION 6 12. N 87°52'54''W 2642.66' FOUND BRASS CAP SS (WEST) 10' SANITARY SEWER EASEMENT distance of 374.3 feet to the North line of parcel of PER DOCUMENT #1250175 13. 453.74' (455.45')

E SAN

JOINT ACCESS EASEMENT SS E BACK OF CURB TO PER DOCUMENT #2289975 BACK OF CURB - 38.5' land described in Volume 524 of Deeds on page BACK OF CURB TO EDGE OF ASPHALT TO W BACK OF CURB TO RIGHT-OF-WAY - 47.0' BACK OF CURB - 33.6' BACK OF CURB - 32.9'

W SS W W SAN BM#3 SS W

DISCOVERY PATH (PRIVATE DRIVE) W W W 597, Dane County Registry; thence South 89°55’ W W W W E S02°35'28"W 345.16' S87°24'32''E 510.29' SAN POINT OF BEGINNING (SOUTH 349.25') SAN SAN E (EAST) SAN W SS SS SS SS Δ = 4°35'56" SS East, along the North line of said parcel, 686.0 feet; R = 4,667.00' S87°24'32''E 240.90' CURB CUT L = 374.60' APPROXIMATE SANITARY SEWER (EAST) LC = 374.50' SAN 10' BUILDING SETBACK LINE SERVICE PER UTILITY MAPS LCB = N23°41'54"E T CONCRETE WALK FIELD VERIFY LOCATION W FO CONSTRUCTED PRIVATE DRIVE thence North 350.9 feet to the point of beginning. SS EXTENDS BEYOND EASEMENT LIMITS E

E SAN THREE MONITORING WELLS CONSTRUCTED PRIVATE DRIVE W Also all land lying between the most Westerly line of EXTENDS BEYOND EASEMENT LIMITS SS ASPHALT

W the above described parcel and the East line of U.S. E

SS E

Highway No. 18. W THREE MONITORING WELLS ASPHALT USH 18/151 (VERONA ROAD)

VERONA ROAD - FRONTAGE ROAD W E

SS AREA = 203,269 SQ FT EDGE OF ASPHALT/ TELEPHONE PEDESTAL BOTTOM CONCRETE W OR 4.666 ACRES

S02°35'27''W 350.90' Excepting from all of the above that part described (SOUTH) (S01°38'44"W) BARRIER WALL

CONCRETE WALK

25' BUILDING SETBACK LINE SS

E as follows: Beginning at a concrete monument at the W 20' BUILDING SETBACK LINE E 14. BM#2 10' ELECTRIC EASEMENT

SS PER DOCUMENT #2303179 THREE MONITORING WELLS

South Quarter Corner of said Section 6, Township W 10' BUILDING SETBACK LINE EDGE OF ASPHALT TO ASPHALT PARKING LOT FO N87°16'24''W 645.15' RIGHT-OF-WAY - 46.5' STALL MARKINGS ARE FADED (N89°55'W) AND DIFFICULT TO LOCATE

E FOUND MARKINGS AS SHOWN

SS ET

6 North, Range 9 East; Thence S 89°09’56” E, E E ET

W W ET E

BM#1 E ET 255.34 feet, along the South line of said Section 6; BENCHMARKS FOUND 1 1/2" N87°16'24''W 461.90' IRON PIPE BM# 1 1025.26 HYDRANT TOP NUT (N89°55'W 461.80') BM# 2 1031.48 HYDRANT TOP NUT FOUND 1 1/4" REBAR S32°45'01"W 3.92' BM# 3 1013.09 HYDRANT TOP NUT Thence North 52°57’54” East, 278.16 feet; Thence BENCHMARKS AND CONTOURS ELEVATIONS ARE REFERENCED TO NAVD88 (2012).

REVISION N 15°05’44” E, 1,322.28 feet; Thence northeasterly ADDED BUILDING SETBACK LINES ADDED ADDITIONAL UTILITY INFORMATION/REMOVE WisDOT TLE . 146.14 feet along the arc of a curve concave to the

October 23, 2018 | Page 4 General Implementation Plan Statement of Need for Planned Development District 5237 VERONA ROAD

Zoning Code Limitations Related to Self-Storage Brownfield Redevelopment During Spring 2018 meetings and conversations with City of Fitchburg The subject parcel has limitations imposed on its go-forward development planning staff, it was expressed that the City is not supportive of by Wisconsin Department of Natural Resources (DNR) due to contaminants additional single-story self-storage projects utilizing large parcels of released previously on the property. PDD zoning enables a land use land. After gaining additional understanding regarding the potential that involves minimal human occupancy and avoids disturbance to for multi-story, retail-oriented storage construction, staff suggested the environmentally restricted portions of the site, while returning the parcel planned development district (PDD) process as means to achieve this to active commercial use and tax revenue generation. type of use within the city’s existing zoning code. The subject property is currently zoned B-H (Business Highway), which Facilitating Infill Use of Land does not allow for self-storage. City zoning only allows for self-storage in Use of the PDD Process in this instance will allow for potential development the R-D (Rural Development) areas. The City does not rezone any property with a product type use not currently allowed at this location within the to the R-D district, and therefore the PDD process is the only method by parameters of the City’s current zoning code. PDD enables consideration which City staff would recommend consideration of the project. Staff and and potential approval of BSH’s requested use, thereby fostering high the City Attorney believe PDD process enables consideration/approval of density development and at the same time minimizing the acres of raw land the project while maintaining appropriate controls over permitting of any used in the process. future self-storage projects within the City of Fitchburg’s boundaries. Transition to Future Land Use Plans Compatibility with Arrowhead Redevelopment Plan With existing infrastructure and utilities present along both Verona Rezone via PDD, and subsequent redevelopment activities, would Frontage Road and Discovery Drive, PDD rezoning and subsequent provide an excellent opportunity to upgrade the aesthetic design and completion of the project will drive higher utilization of existing City architectural feel along the Highway 151/18 corridor. The Arrowhead infrastructure and utilities already in place. The Arrowhead Redevelopment Redevelopment Plan completed in 2013 by MSA Engineers for this Plan supports transition from the historic industrial uses in this area to a part of the City encourages multi-story, dense development with lower blend of industrial/commercial uses. BSH’s self-storage facility development setback requirements to facilitate a more urban format. BSH’s proposed is in line with this desired goal. 3-story structure, use of brick and architectural metal panel materials supports these design goals. MSA Engineers is serving as BSH’s survey and engineering partner and their familiarity with the City’s desired redevelopment outcomes for the Arrowhead neighborhood is actively reflected in our proposal.

October 23, 2018 | Page 5 General Implementation Plan Consistency With Comprehensive Plan 5237 VERONA ROAD

BSH’s ownership team has met with City of Fitchburg Planning and Efficient Use of Existing Utilities & Infrastructure Economic Development Staff on multiple occasions to exchange ideas The project utilizes sewer, water, electric and gas utilities already paid for regarding the best approach for redevelopment of 5237 Verona Road, listen and in place for years. Fire and police protection is present via existing to staff feedback and provide our thoughts regarding how the site can best stations and infrastructure, with little to no impact from the project expected be returned to productive use. Our plans specifically support the intent and on these departments. As a multi-story building, the facility will be fully direction of the comprehensive plan by: sprinkled and provides clear access to hydrants at multiple locations. Preserving Land & Agricultural Resources in Fitchburg BSH Companies project returns a piece of land currently caught in Protects the Natural Environment The project meets the City’s storm water and erosion control guidelines, environmental limbo to active and productive use. Our new building will is not dependent on private well or septic systems and avoids impact on not replace any existing agricultural land or modify naturally significant wetlands or floodplains. Additionally, by capping over the portion of the qualities. Quite the opposite, the project restores a previously contaminated site with historic contamination issues, BSH’s layout and proposed design parcel, further caps and protects the existing condition present on the site. further protects the environment while simultaneously boosting tax The project is not in a wetland area, not in a floodplain and our proposed receipts 4X to the City of Fitchburg. use actually reduces its historic impervious area, planting grass and vegetation on a considerable portion of the site. Minimizes Traffic Impact The project is oriented to minimize setbacks and situates the building Reduces Impervious Area % — Greater Open Space closer to sidewalks and streets, with low off street parking requirements. Under the sites previous use 2.7 acres of the land qualified as impervious BSH’s self storage building integrates well with existing road uses in the area. Under BSH’s proposed design and site layout, this amount will be neighborhood and will place minimal to no impact on those areas of heavy reduced with only 1.9 acres of impervious surface, representing a net traffic nearby. Customer use is largely off hours and on weekends, providing reduction in impervious area. complementary timing to typical traffic flow patterns. Compact Urban Development By building “up rather than out” BSH is lowering the amount of raw land necessary for development to take place. This type of storage facility uses significantly less land than older, legacy single-story layouts. Development is served by gravity flow sewer and water, within the urban growth boundary and is consistent with the Arrowhead Neighborhood redevelopment plan goals.

October 23, 2018 | Page 6 General Implementation Plan Social and Economic Benefits of the Project 5237 VERONA ROAD

The proposed project will enable the redevelopment of a brownfield Compact Development — Efficient use of a brownfield site with a history contaminated site and enable significant increase in tax revenues generated of environmental contamination uses infrastructure already paid for by the from this parcel. City’s citizens and maximizes efficiency. Multi-story, dense development at this site provides easy access and circulation while minimizing the amount The below table provides a preliminary estimate of anticipated future of land used for development increased tax revenues resulting from the proposed project: Serves Residents of All Income Levels — Storage is a product type in strong demand from a wide variety of residents and businesses alike. Assessed Value Tax Amount Apartment residents with excess storage needs, businesses storing inventory 2015 Nedrebo's $1,645,000.00 $37,821.11 or records, empty nest/seniors downsizing homes, growing families all need storage at different times. Regardless of economic background, BSH 2016 Nedrebo's $1,645,000.00 $38,922.74 Companies facility will offer a needed service to Fitchburg residents. 2017 Nedrebo's $1,300,000.00 $30,623.89 Facilitates Economic Growth — Provides easy access in the City’s core 2018 Vacant $1,150,000.00 $27,090.36 for business storage, supporting growth for start-ups and other small businesses. For companies not yet ready to rent or build a large facility of 2019 Vacant $1,150,000.00 $27,090.36 their own, conditioned storage provides a safe, temperate location in which 2020 Phase 1 $4,500,000.00 $103,462.00 to store inventory, prototypes, records or other valuable business property.

2021 Phase 1 $4,500,000.00 $103,462.00 Minimizes Traffic and Drive Time — Most of Fitchburg’s existing storage Comparable 2017 Assessments options are located on the fringe of town, near the edge of development. By providing a more centralized location near more homes and apartments, Saris $2,976,600.00 $70,032.44 drive time to reach storage is reduced and traffic impact lowered. Customers Ecostar $2,641,900.00 $62,147.96 will be closer to their stored goods and able to reach them more quickly.

Benjamin Plumbing $3,010,000.00 $70,819.25 Enhances Streetscape along US 18/151 Entry to City — Located at the 2881 Commerce Park $2,300,000.00 $54,093.88 main highway entry point in to Fitchburg/Madison, this new, high quality building designed with modern materials enhances the look and feel along the US 18/151 corridor in a manner similar to the new office building at McKee and Verona Roads.

October 23, 2018 | Page 7 General Implementation Plan Environmental Benefits of the Project 5237 VERONA ROAD

Due to the presence of solvents and other chemicals released during • Redevelops Brownfield Site and returns this land to productive use. the site’s 20+ years as the site of an active dry-cleaning operation, 5237 With limited developable land in the City of Fitchburg, maximizing Verona Road is designated with a Recognized Environmental Condition as the use of available parcels is important to provide for continued classified by the Wisconsin Department of Natural Resources (DNR). growth. BSH’s plan reuses an infill, urban location already served by roads, sewer, water and other utilities infrastructure. Braun Intertec (BI) was hired by the current owner to determine the extent and nature of the contamination and create a Remediation Action Plan • Supports Efficient Dwelling Unit Sizes by providing storage in a wide for DNR. In late 2016, the existing facilities on site were demolished and range of sizes, in a clean, safe and heated/cooled environment. Most removed. Testing was then done by BI to determine the exact nature and of Fitchburg’s current storage options are not heated or cooled and extent of contamination on the site. Subsequent to these tests, excavation offer large units focused on boat or car storage. With a wide variety of to a depth of 27 feet was completed to remove certain contaminated soils, unit sizes, BSH’s project supports efficient housing sizes by allowing replacing them with sand. for storage of important goods away from home in a safe, secure, clean location not impacted by changes in temperatures and seasonality. BI filed with DNR on behalf of the site’s current owners on March 16, 2018 for final closure and an amended application is being submitted in late October to summarize the results of additional testing Braun Intertec has completed, additional testing via two offsite wells and two onsite soil samples. According to the current owner and BI, they hope to receive their DNR closure letter within the next 45-60 days. BSH Companies’ redevelopment benefits the environment by: • Avoiding Disturbance of the historic contamination release area to the extent possible. Orienting the new structure near the west property line limits activity near the formerly contaminated area. • Reduces Drive Time for storage customers by locating a facility in town, close to customers’ places of residence or businesses. Storage is a needed product, but is often located on the outskirts of town, increasing drive times and surface road traffic.

October 23, 2018 | Page 8 General Implementation Plan Site Layout 5237 VERONA ROAD

Development and Design Overview BSH Companies proposed new facility would be a 3 story, indoor, elevator- Access to all property units will be controlled by fob and code access, served self-storage facility. Fully heated and cooled, this type of structure overseen by on site professional property management staff. represents the new means by which growing community’s storage needs Digital video surveillance cameras throughout the property add another are met. Along the east side of the building is a fully enclosed drive through layer of oversight and provide customers with security for their property, bay to allow customers to load and unload their goods out of the elements. as well as themselves, while at the building.

Fitchburg, WI 5237 VERONA ROAD - SITE PLAN 10/22/2018 BSH Companies

Existing drive SHADE TREES, TYP.

Existing shade tree (to remain) LANDSCAPE BED BIO-FILTER

LANDSCAPE BED

Verona Frontage Road PROPOSED STORAGE FACILITY TURF Existing parking lot LANDSCAPE BED

TURF Existing woodland

0’ 20’ 40’ 80’

October 23, 2018 | Page 9 General Implementation Plan 5237 VERONA ROAD

October 23, 2018 | Page 10 General Implementation Plan Project Ownership and Property Management 5237 VERONA ROAD

Project Ownership Title to the property will be held by BSH Companies LLC, or a wholly-owned affiliate thereof.

Property Management and Ongoing Oversight Modern storage properties control tenant access, payment receipt and operations in the same manner as does a commercial landlord with office, apartment or retail properties. Full-time staff will be present on property during hours of operation; multiple digital security cameras cover the property; key fob or numeric keypad access control limit entry into the property and track exits to ensure all customers have left at the end of day. Office staff will sell a variety of moving supplies, including boxes, tape, moving blankets, packing materials and other supplies, eliminating the need for customers to make multiple trips to different stores to prepare for their moving needs. BSH Companies will either self-manage the property via an affiliate entity controlled by the same owners (Dan McCoy and Win Stewart), or hire a 3rd party management firm to complete this work scope. The self-storage industry has a variety of management models depending on project size, location and owner preference. BSH Companies will make this determination during the Spring of 2019.

October 23, 2018 | Page 11 General Implementation Plan Proposed Development Schedule and Timeframe 5237 VERONA ROAD

November/December 2018 — Anticipated receipt of Wisconsin Department of Natural Resources closure letter by current site owner

December 2018 — BSH Companies obtain GIP rezone approval from City of Fitchburg Planning Commission and City Council

December 2018 – March 2019 — BSH Companies and our design team work in concert with City of Fitchburg staff process to achieve mutually agreeable architectural elements and aesthetic design outcomes and SIP approval

February/March 2019 — Close of land purchase by BSH Companies

April 2019 — Receipt of building permit and other necessary approvals for construction from City of Fitchburg and any other relevant jurisdictions

June 2019 — Commencement of construction

Spring 2020 — New Storage Facility Open for Business

October 23, 2018 | Page 12 General Implementation Plan Appendices 5237 VERONA ROAD

Title Sheet . 14

Site Layout and Erosion Control . 15

Utility Plan . 16

Landscape Plan . 17

October 23, 2018 | Page 13 General Implementation Plan 5237 VERONA ROAD

SHEET INDEX LEGEND UTILITIES EXISTING WATER MAIN EXISTING WATER MAIN, VALVE & HYDRANT EXISTING WATER SERVICE & CURB STOP PROPOSED WATER MAIN, VALVE, & HYDRANT PROPOSED WATER SERVICE & CURB STOP EXISTING SANITARY SEWER & MANHOLE PROPOSED SANITARY SEWER & MANHOLE EXISTING FORCEMAIN EXISTING STORM SEWER & INLET EXISTING SITE LAYOUT & REMOVALS < PROPOSED STORM SEWER & INLET SITE LAYOUT & EROSION CONTROL PROPOSED STORM SEWER & MANHOLE GRADING PLAN (SOUTHWEST) BURIED ELECTRIC GRADING PLAN (NORTH) GRADING PLAN (SOUTHEAST) BURIED GAS & VALVE BURIED CABLE TELEVISION PROJECT GRADING PLAN (BIOFILTER) LOCATION UTILITY PLAN BURIED TELEPHONE BURIED FIBER OPTICS OVERHEAD UTILITY LANDSCAPE PLAN RAILROAD TRACKS PLANTING SCHEDULE EXISTING CURB & GUTTER PLANTING DETAILS PROPOSED CURB & GUTTER EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CULVERT PIPE

S. MIDVALE BLVD PROPOSED CULVERT PIPE WEST BELTLINE HWY - 12/14 FENCE LINE DRAINAGE ARROW NAKOMA ROAD SILT FENCE RIGHT-OF-WAY BASELINE PROPERTY LINE RAYMOND ROAD TREE LINE BENCHMARK PROJECT LOCATION VERONA ROAD - US 18/151 IRON PIPE 5237 VERONA ROAD IRON ROD FITCHBURG, WI 53711 SEMINOLE HWY CONTROL POINT UTILITY POLE & GUY SOIL BORING LIGHT POLE MCKEE ROAD PEDESTAL NOTE: UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND CONTRACTOR STREET SIGN SHALL HAVE APPROPRIATE UTILITY MARK EXACT LOCATIONS PRIOR TO MAILBOX CONSTRUCTION. FLAGPOLE TREE - DECIDUOUS LOCATION MAP TREE - CONIFEROUS NOT TO SCALE TREE TO BE REMOVED

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. II AI SI . . . 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . I PAI IMA 19358001 F.B. : . CHECKED BY: KCL . . . . Inernaional n Maison, I BSH COMPANIES TITLE SHEET SHEET ...... .sas.co © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 1 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg

October 23, 2018 | Page 14 General Implementation Plan 5237 VERONA ROAD

SS W W W W W PROPERTY BOUNDARY W W SAN W W W SS W W W W W NOTES: ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY E W SS W W OR ANY EASEMENT CONFORMS TO THE CITY OF W W W FITCHBURG SPECIFICATIONS. E 10' SANITARY EASEMENT SAN SAN SAN SAN UNDER PROPOSED CONDITIONS: CONCRETE DRIVEWAY SAN SAN SS SS SS SS TOTAL LOT AREA = 4.7 AC SS SS IMPERVIOUS AREA = 1.9 AC W PERVIOUS AREA = 2.8 AC R/W SAN 25' BUILDING GREENSPACE R14' PERCENT OF LOT COVERAGE: E R15' SS SETBACK PAVEMENT = 1.1 AC T

E FO 30' BUILDING = 0.8 AC SS W R10' R47' SAN

TOTAL PERCENT OF LOT COVERAGE BY IMPERVIOUS SS AREAS = 40.4% 18" REJECT CURB

SAN

E R19'

26' T E R3' FO SS R5' W 18" REJECT CURB

BIOFILTER SAN SEE GRADING PLAN CONCRETE SIDEWALK R2' 9' (TYP.)

SS W

E 29' SAN

E 19' R3' 5.5' W

R20' 11'

W E R3'

SS E ADA ACCESSIBLE PARKING STALL (SEE DETAIL)

SS GREENSPACE

E R31' W CP E

SS R7'

R30' CONCRETE

W FLUME (SEE DETAIL) F.F.E.= 1027.00

SS E 21' SEGMENTAL RETAINING WALL (SEE GRADING PLAN) E W R15'

SS E SS

W 18" STANDARD 20' CURB (TYP.)

26'

W SS E CONSTRUCTION STAGING E R31' AREA CONCRETE DRIVEWAY DETECTABLE WARNING W GREENSPACE SS R15' REPLACE CONCRETE

E SIDEWALK W

E FO R10' 18" REJECT CURB R10'

SS R12' ASPHALT PAVEMENT (SEE TYPICAL SECTION) DETECTABLE WARNING

30' R21'

W REPLACE E FO SS CONCRETE

T SIDEWALK E T E E 10' BUILDING SETBACK T 0 10 20 40 W E SS W W E E E E

E E E E

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. II AI SI . . . 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . I PAI IMA 19358001 F.B. : . CHECKED BY: KCL . . . . Inernaional n Maison, I BSH COMPANIES SITE LAYOUT & EROSION CONTROL SHEET ...... .sas.co © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN ST 2 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_Site Plan.dwg

October 23, 2018 | Page 15 General Implementation Plan 5237 VERONA ROAD

SS W EXISTING HYDRANT W W W W W W SAN W W W SS W W W 280'W W W E SS W W W W W E INSTALL SANITARY CLEANOUT 227-LF OF 4-INCH SDR 26 PVC SANITARY LATERAL SAN SAN SAN SAN SAN SAN SS 105-LF OF 4-INCH SDR 26 PVC SANITARY LATERAL SS SS SS

SS SS

W EXISTING SANITARY MH

<< SAN <<

<< RIM = 1014.68

<< << 6" INV (NW) = 1010.20 E EXISTING STORM MH SS RIM = 1018.52 6" INV (SW) = 1009.28 T INL 9

E FO SS INV (N) = 1013.92 12" INV (E) = 1008.38

W RIM=1026.37 << 12" INV (S) = 1022.41 INV (E)= UNKNOWN > SAN SS 3" INV (SW) = 1014.00 EXISTING 6-IN CLAY LINED CONTRACTOR TO VERIFY SANITARY LATERAL SS ELEVATIONS PRIOR TO W CONSTRUCTION INSTALL SANITARY CLEANOUT 22 LF 12" HDPE STORM SEWER @ 1.5% SAN E INL 8 REDUCE LATERAL FROM 6-IN TO 4-IN INL 1 T RIM=1026.37 E FO 12" INV (E) = 1022.08 RIM= 1025.55 55-LF OF 3-INCH PVC AT 5.5% SS

W 12" INV (N) = 1022.08 << 24" INV (E) = 1019.34 < 18" INV (S) = 1019.84 SAN

12" INV (W) = 1020.34 116 LF 12" HDPE STORM< SEWER @ 1.5% OUTLET STRUCTURE

INV = 1019.00 SEE BASIN DETAIL

< INV = 1021.50 SS W <

E SAN

E 76-LF OF 6-INCH C-900 WATERMAIN INV = 1020 28 LF 24" HDPE STORM << SEWER @ 0.9% WITH CONNECT TO 8-INCH SERVICE W SS APRON ENDWALL 34-LF OF 18-IN HDPE AT 4.5%

ADD 8" X 6" REDUCER WITH APRON ENDWALLS <

W E

SS E CONTRACTOR TO VERIFY ELEVATION OF INTERIOR PLUMBING PRIOR TO INSTALLATION OF SANITARY LATERAL SEWER @ 0.9% W

62 LF 18" HDPE STORM

SS 299'

W CP E

SS INL 2 RIM=1026.44 18" INV (N) = 1020.40 W < 18" INV (S) = 1020.40

SS E

W F.F.E.= 1027.00

SS <

SS E SS

107 LF 18" HDPE STORM SEWER @ 0.9% <

INL 3 EXISTING HYDRANT W SS RIM=1026.15 E 18" INV (N) = 1021.36 INL 7 E 15" INV (SW) = 1021.61 RIM=1027.84 12" INV (E) = 1024.90

W SS INL 6 RIM=1027.42

12" INV (S) = 1024.46 18" INV (W) = 1024.46 <

E W SS <

E FO

49 LF 12" HDPE STORM SEWER @ 0.9%

W 26 LF 12" HDPE STORM SEWER @ 0.9% <

SS 310'

180 LF 12" HDPE STORM< SEWER @ 0.9%

W 82 LF 15" HDPE STORM SEWER @ 0.9%

E < < INL 4 FO RIM=1025.86 T 15" INV (NE) = 1022.35 E T E INL 5 12" INV (W) = 1022.60 RIM=1026.02 T 0 10 20 40 EXISTING HYDRANT E 12" INV (E) = 1024.22 W E W 12" INV (N) = 1024.22 W E E E E

E E E

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. II AI SI . . . 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . I PAI IMA 19358001 F.B. : . CHECKED BY: KCL . . . . Inernaional n Maison, I BSH COMPANIES UTILITY PLAN SHEET ...... .sas.co © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN ST 7 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_Utility Design.dwg

October 23, 2018 | Page 16 General Implementation Plan 5237 VERONA ROAD

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PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. II AI SI . . . 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . I PAI IMA 19358001 F.B. : . CHECKED BY: KCL . . . . BSH COMPANIES LANDSCAPE PLAN SHEET ...... .sas.co © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN L 1 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_Landscape Plan.dwg

October 23, 2018 | Page 17 5237 VERONA ROAD BSH COMPANIES CITY OF FITCHBURG, DANE COUNTY, WISCONSIN

SHEET INDEX LEGEND UTILITIES EXISTING WATER MAIN GAS: SEWER & WATER: G - GENERAL SHEETS EXISTING WATER MAIN, VALVE & HYDRANT MG&E CITY OF FITCHBURG G 1 TITLE SHEET EXISTING WATER SERVICE & CURB STOP 133 S. BLAIR STREET 5520 LACY ROAD G 2 EROSION CONTROL DETAILS MADISON, WI 53701 FITCHBURG, WI 53711 PROPOSED WATER MAIN, VALVE, & HYDRANT CONTACT: JANE ROSSING SEWER & WATER CONTACT: PHIL MANION G 3 STREET DETAILS OFFICE: (608) 252-7099 OFFICE: (608) 729-1730 PROPOSED WATER SERVICE & CURB STOP G 4 UTILITY DETAILS EMAIL: [email protected] EMAIL: [email protected] EXISTING SANITARY SEWER & MANHOLE G 5 SITE DETAILS ELECTRIC: MADISON METROPOLITAN SEWERAGE DISTRICT PROPOSED SANITARY SEWER & MANHOLE 1610 MOORLAND ROAD MG&E MADISON, WI 53713 EXISTING FORCEMAIN 133 S. BLAIR STREET SEWER CONTACT: RAY SCHNEIDER ST - SITE PLANS MADISON, WI 53701 OFFICE: (608) 347-3628 EXISTING STORM SEWER & INLET CONTACT: RICH PARKER EMAIL: [email protected] ST 1 EXISTING SITE LAYOUT & REMOVALS OFFICE: (608) 252-7379 < PROPOSED STORM SEWER & INLET ST 2 SITE LAYOUT & EROSION CONTROL EMAIL: [email protected] PROPOSED STORM SEWER & MANHOLE ST 3 GRADING PLAN (SOUTHWEST) ALLIANT ENERGY BURIED ELECTRIC 2147 CTY RD PB ST 4 GRADING PLAN (NORTH) VERONA, WI 53593 ST 5 GRADING PLAN (SOUTHEAST) BURIED GAS & VALVE CONTACT: JEFF NELSON OFFICE: (608) 845-1148 BURIED CABLE TELEVISION PROJECT ST 6 GRADING PLAN (BIOFILTER) EMAIL: [email protected] LOCATION ST 7 UTILITY PLAN BURIED TELEPHONE TELEPHONE: BURIED FIBER OPTICS AT & T OVERHEAD UTILITY 316 W. WASHINGTON AVE. L - LANDSCAPE PLANS MADISON, WI 53703 L 1 LANDSCAPE PLAN RAILROAD TRACKS CONTACT: LISA GUNDLACH OFFICE: (608) 252-2432 L 2 PLANTING SCHEDULE EXISTING CURB & GUTTER EMAIL: [email protected] L 3 PLANTING DETAILS PROPOSED CURB & GUTTER CATV: EXISTING SIDEWALK CHARTER COMMUNICATIONS PROPOSED SIDEWALK 2701 DANIELS STREET MADISON, WI 53718 EXISTING CULVERT PIPE CONTACT: BRANDON STORM S. MIDVALE BLVD OFFICE: (608) 444-9493 PROPOSED CULVERT PIPE WEST BELTLINE HWY - 12/14 EMAIL: [email protected] FENCE LINE FIBER: DRAINAGE ARROW WINDSTREAM NAKOMA ROAD SILT FENCE CONTACT: CHRISTOPHER WISNOUSKY OFFICE: (800) 289-1901 RIGHT-OF-WAY EMAIL: [email protected] BASELINE EXTENT SYSTEMS PROPERTY LINE 3030 WARRENVILLE ROAD LISLE, IL 60532 RAYMOND ROAD TREE LINE GENERAL OFFICE: (630) 505-3800 BENCHMARK PACKERLAND BROADBAND 105 KENT STREET PROJECT LOCATION IRON PIPE VERONA ROAD - US 18/151 IRON MOUNTAIN, MI 49801 5237 VERONA ROAD IRON ROD CONTACT: ANDY HEIGL FITCHBURG, WI 53711 SEMINOLE HWY OFFICE: (906) 776-2609 or (800) 242-8511 CONTROL POINT EMAIL: [email protected] Dial UTILITY POLE & GUY WISDOT: 1 SOIL BORING WISCONSIN DEPARTMENT OF TRANSPORTATION www.DiggersHotline.com 000.00 SOUTHWEST REGION PROJECT FIELD OFFICE LIGHT POLE 111 INTERSTATE BLVD. MCKEE ROAD EDGERTON, WI 53534 PEDESTAL CONTACT: CHRIS FREDRICK, P.E. NOTE: STREET SIGN CONSTRUCTION PROJECT MANAGER FOR VERONA ROAD PROJECT UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND CONTRACTOR OFFICE: (608) 884-7130 SHALL HAVE APPROPRIATE UTILITY MARK EXACT LOCATIONS PRIOR TO MAILBOX EMAIL: [email protected] CONSTRUCTION. FLAGPOLE PUBLIC WORKS: TREE - DECIDUOUS CITY OF FITCHBURG LOCATION MAP TREE - CONIFEROUS 5520 LACY ROAD NOT TO SCALE FITCHBURG, WI 53711 TREE TO BE REMOVED CONTACT: LISA COLEMAN, DPW OFFICE: (608) 270-4260 EMAIL: [email protected]

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . 2901 International Ln Madison, WI 53704 BSH COMPANIES TITLE SHEET SHEET ...... (608) 242-7779 www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 1 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg FLAP POCKET CONSTRUCTION SITE INLET SPECIFICATIONS AS PER 3 EROSION CONTROL REQUIREMENTS THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH

1.) SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS FOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT OF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED 1 TO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATION AND UNTIL THE VEGETATION IS RE-ESTABILISHED. ADJUSTMENTS TO THE CONTROL SYSTEM 3 SHALL BE MADE AS REQUIRED. 2.) ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR'S USE REBAR OR CONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED AND 8" STEEL ROD FOR IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY REMOVAL OR UNDISTURBED HARD SURFACE PUBLIC ROAD RELEASED STANDARD. 4" GEOTEXTILE LIMIT OF DISTURBANCE 3.) THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS. FOR INLETS WITH CAST FABRIC, TYPE FF CURB BOX USE WOOD 2" X

ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THE 12" 4", EXTEND 10" BEYOND 50' MIN. ACCOMPANYING SPECIFICATIONS. FRONT, BACK, AND BOTTOM GRATE WIDTH ON BOTH 4.) ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR TO BE MADE FROM SINGLE SIDES, LENGTH VARIES. LOCAL INSPECTORS, OR THE OWNER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS. PIECE OF FABRIC. SECURE TO GRATE WITH 5.) THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION, WIRE OR PLASTIC TIES. 12" TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZED MINIMUM DOUBLE STITCHED 4" X 6" OVAL HOLE SHALL BE HEAT SEAMS ALL AROUND SIDE TO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINS CUT INTO ALL FOUR SIDE PANELS. PIECES AND ON FLAP POCKETS INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS 3"-6" WASHED ROCK BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.

ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN 12" 12' MIN. 3 WORKING DAYS OF FINAL GRADING. INSTALLATION NOTES: 6.) ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED 1 DO NOT INSTALL INLET PROTECTION TYPE D AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED. IN INLETS SHALLOWER THAN 30", MEASURED FROM ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME. THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. VEHICLE TRACKING PAD 7.) ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIOR NO SCALE TO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS. 2 TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION 3 THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, IS RE-ESTABLISHED. MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL 8.) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE. CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A 9.) ANY SLOPES STEEPER THAN 3H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESS MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. INDICATED ON THE PLAN. INLET PROTECTION, TYPE D 10.) ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, NO SCALE CAN BE INSTALLED IN ANY INLET TYPE WITH WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF OR WITHOUT A CURB BOX AS PER NOTE AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND. 11.) WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, 12" OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES. 2'-5" 12.) CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BE DIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IF FILTER FABRIC SEE SPECS. 6" CHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNT UNDISTURBED GROUND

4 2'-0" MAX. FOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS. 2 FLOW 13.) THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING 6" TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION 3B MINIMUM 8 INCHES OF FABRIC IN A 4 INCH x 6 INCH 8" SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TO TRENCH OR A 6 INCH DEEP V-TRENCH. TRENCH MIN. REMOVE SOIL, DIRT, AND/OR DUST. 3" SHALL BE BACKFILLED AND COMPACTED. 14.) EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES. SECTION ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 30 DAYS SHALL BE COVERED OR TREATED 3A WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING. 5 ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS. 1 3'-0" C-C (FIELD CONST.) 15.) ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, 8'-0" C-C (FACTORY ASSM.) WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING: 2 INCH x 2 INCH HARDWOOD a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH. POSTS OR EQUIVALENT b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION. c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATED 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND TO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE SEED. STANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIOR 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH 2'-0" TO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE. APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE MAX. 16.) ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURES BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. THAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL FLOW METHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS. WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. FLOW 17.) ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE 3. ROLL THE BLANKETS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH REPAIRED AND THE STABILIZATION WORK REDONE. PERSPECTIVE VIEW APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE 18.) DURING THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION OF A DISTURBED WATERING OF BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. GENERAL NOTES: ALL NEWLY SEEDED AND MULCHED AREAS SHALL BE PROVIDED WHENEVER 7 DAYS ELAPSE WITHOUT 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5 CM-12.5 CM) OVERLAP 1. ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN A RAIN EVENT. DEPENDING ON BLANKET TYPE. ELEVATION TO PREVENT FLANKING. 19.) WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, 2. STAPLE FABRIC WITH 1/2 INCH (MINIMUM) STAPLES TO THE TEMPORARY BMP'S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVED 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART UPSLOPE SIDE OF THE POSTS. AND THESE AREAS STABILIZED. ACROSS ENTIRE BLANKET WIDTH. 20.) ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 21.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESS NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE OTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALL NECESSARY TO PROPERLY SECURE THE BLANKETS. AREAS TO BE SEEDED OR SODDED. TYPICAL SILT FENCE INSTALLATION AT SITE PERIMETER DETAIL NO SCALE EROSION CONTROL BLANKET DETAIL NO SCALE

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . 2901 International Ln Madison, WI 53704 BSH COMPANIES EROSION CONTROL DETAILS SHEET ...... (608) 242-7779 www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 2 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg 18" MINIMUM 6" 42" MAXIMUM TOP OF CURB

EDGE OF PAVEMENT FLOWLINE 1/2 INCH EXPANSION JOINT FILLER OR 1 INCH DEEP BY 1/4 INCH WIDE CONTRACTION JOINT

CURB END DETAIL NO SCALE

RESERVED PARKING

VEHICLES WITH SIGNAGE - PROVIDE IN VET OR DIS PLATES OR STATE DISABLED CARD ACCORDANCE WITH WISCONSIN THIS SPACE ADMINISTRATIVE CODE TRANS 200,007 AND WDOT SPEC VAN ACCESSIBLE * SECTION 637, TYPE II SIGN WHITE WITH SHEET ALUMINUM BASE. 5'-0" MIN. 2" DIA GALVANIZED STEEL POST DRIVEN IN PLACE. POST SHALL BE PLUMB. 2'-4"

IF THE POST IS CONSTRUCTED IN A PAVED AREA, CORE A HOLE 1 INCH LARGER THAN THE POST. PRIOR TO DRIVING, BACKFILL THE VOID WITH 1.75-INCH E-3 ASPHALT 3" 4'-6" CEMENT GROUT OR ASPHALT SURFACE COURSE PAVING MATERIAL. NOTES: 1.75-INCH E-3 ASPHALT NOT REQ.'D AT ALL LOCATIONS BINDER COURSE 1. ASPHALT BINDER 2'-0" * SEE WISCONSIN ADMINISTRATION CODE 24" SHALL BE TYPE PG 58-28, 12.5 MM NOMINAL 12" 12" DENSE GRADED BASE, AGGREGATE SIZE, 4 MT 8-INCH COMPACTED 58-28 S MIX. BARRIER FREE SIGNAGE ROUND EDGES INTERNATIONAL SYMBOL OF ACCESS 1/2" NO SCALE 1/4 INCH RADIUS 2. ASPHALT SURFACE NO SCALE SHALL BE TYPE PG 58-28, 12.5 MM NOMINAL INTERNATIONAL SYMBOL OF ACCESS (TYP.) STRUCTURAL GRANULAR FILL AGGREGATE SIZE, 4 MT NO. 4 CONTINUOUS MEETING GRADATION 58-28 S MIX. ACCESSIBLE ACCESS ISLE REINFORCEMENT BARS. BARRIER FREE 8" REQUIREMENTS OF WISDOT MINIMUM LAP SHALL BE SECTION 209 IF NEEDED. SIGNAGE TYP. 4" SOLID WHITE 16 INCHES. LINE (TYP) WHEEL STOP 3" GENERAL NOTES: 1. DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING 4 INCHES COMPACTED TYPICAL ASPHALT PAVEMENT SECTION SHALL CONFORM TO THE PERTINENT AGGREGATE BASE REQUIREMENTS OF THE SPECIFICATIONS. 3" 3 SPA. @ 10" O.C. 3" COURSE (MINIMUM) NTS 2. A DETAILED DRAWING OF THE DISABLED PARKING SYMBOL IS ILLUSTRATED IN THE "STANDARD WIDTH VARIES 3' HIGHWAY SIGNS MANUAL" BY THE FEDERAL HIGHWAY ADMINISTRATION. 3. WDOT SPEC. MEANS THE STATE OF WISCONSIN 18' STANDARD SPECIFICATION FOR HIGHWAY AND GENERAL NOTES: 5-INCH CONCRETE SIDEWALK STRUCTURE CONSTRUCTION, LATEST EDITION, 1. BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 3 INCHES CLEAR. 4" CABC (TYP.) AS AMENDED BY THE MOST CURRENT INTERIM 3 2. BAR STEEL REINFORCEMENT SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS DOT DENSE GRADED 4" SUPPLEMENTAL SPECIFICATION. OF THE SPECIFICATIONS. 4. PROVIDE DISABLED PARKING STALLS AT LOCATIONS SHOWN ON THE DRAWINGS. STALL 3. BAR STEEL REINFORCEMENT SHALL BE FREE OF ALL RUST AND MILL SCALE. NOTES: AND ACCESS ISLE DIMENSIONS SHALL BE AS 4. CAST-IN-PLACE CONCRETE SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. 1. SIDEWALK THICKNESS SHALL BE 7-INCHES THROUGH DRIVEWAYS, 7-INCHES AT FOR VAN SHOWN ON THE DETAIL UNLESS INDICATED RAMPS, AND 5-INCHES FOR ALL PUBLIC SIDEWALK. ACCESSIBLE STALL OTHERWISE ON THE DRAWING. 5. CONCRETE ACCESSORIES OF EXPANSION JOINT MATERIAL AND CURING COMPOUND 2. SIDEWALK CROSS SLOPE SHALL BE 1.5% AND NOT EXCEED 2%. 5. PROVIDE A DISABLED SYMBOL AND BARRIER SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. 1 11' 8' 3. PROVIDE 2" EXPANSION JOINTS AT ALL RAMP LOCATIONS THROUGH DRIVEWAYS, FREE SIGNAGE FOR EACH STALL SHOWN ON THE AGAINST CURB & GUTTER, AT RADII, AND EVERY 200' OF SIDEWALK. DRAWING. 4. CONSTRUCTION FORMS SHALL BE EQUAL TO OR GREATER THAN THE SIDEWALK 6. PROVIDE WHEEL STOPS WHEN SHOWN ON THE THICKNESS. ACCESSIBLE PARKING STALL DRAWINGS. 7. THE MAXIMUM SURFACE SLOPE, ACROSS STALLS CONCRETE FLUME DETAIL NO SCALE OR ACCESSIBLE ROUTES, IN ANY DIRECTION, TYPICAL CONCRETE SIDEWALK SECTION SHALL BE 2%. NO SCALE NOT TO SCALE

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . 2901 International Ln Madison, WI 53704 BSH COMPANIES STREET DETAILS SHEET ...... (608) 242-7779 www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 3 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg RIM ELEVATION CASTING AS SPEC'D

EXPANDED POLYPROPYLENE ADJUSTMENT RINGS MATCH SURROUNDING GRADE AS REQUIRED CLEANOUT PLUG W/ RAISED NUT VARIES PIPE MAY BE PLACED 6" 24-INCH OFFSET HOLE AT ANY LOCATION IN CUT OUT PROVIDED 4" GROOVE INVERTS MATCH THOSE DEPTH NEENAH LAMPHOLE (SERIES R-1970-78) + 4" IN THE STORM TABLE FRAME AND COVER OR EQUAL VARIES 9" MIN. DIMENSION FROM BOTTOM OF GROOVE TO TOP OF CUT THICKNESS CUT OUT = O.D.+ 6"± OUT SHALL BE SUCH THAT VARIES THE BOTTOM OF THE GRANULAR BACKFILL AROUND RISER PIPE GROOVE IS INTACT. AND FITTINGS, COMPACTED CONCRETE COLLAR REQUIRED AROUND ALL RISER PIPE TO BE PVC PIPE SDR 26

O.D. PIPE/STRUCTURE VARIES CONNECTIONS. PVC 45° BENDS CONTRACTOR SHALL USE O.D.+6"+/- A MECHANICAL VIBRATOR FERNCO OR EQUAL FLEXIBLE COUPLING DURING CONSTRUCTION OF THE COLLARS. CONCRETE COLLAR CONTRACTOR SHALL UTILIZE MECHANICAL FIELD POURED SANITARY PIPE SHALL BE SDR 26 HEAVY WALL VIBRATOR DURING BENCH / FLOWLINE PLACEMENT 6" PRECAST BASE SEE NOTE 8

6" MIN. COMPACTED, WELL GRADED CRUSHED STONE I.D. AS SPECIFIED ON PLAN GENERAL NOTES: 1. SEE PLANS FOR SIZE, NUMBER, AND LOCATION OF PIPES. 2. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS. 3. DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH. 4. ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO DESIGNATION M 199. 5. PRECAST REINFORCED BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH MEETS THE REQUIREMENTS FOR WELL GRADED CRUSHED STONE. THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE. 6. ALL BAR STEEL AND WELDED WIRE FABRIC REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS SANITARY SEWER CLEANOUT OTHERWISE SHOWN OR NOTED. NO SCALE 7. PRECAST REINFORCED CONCRETE RISERS SHALL BE PLACED WITH TONGUE DOWN. 8. OVERHANGING BASE NOT REQUIRED WHERE INTEGRAL BASE IS ALLOWED. SEE SPECIAL PROCEDURES OR CONTACT ENGINEER TO VERIFY. STORM MANHOLE DETAIL NO SCALE

EXPANSION JOINT 5" 5" 3'-0" 5" EXPANSION JOINT

EDGE OF PAVEMENT TOP OF CURB A A A

MORTAR WATER SERVICE EMBEDMENT MATERIAL DISCHARGE PIPE 2'-0"

FLOW LINE VAR., 3' NORM. 36" INLET GRATE VAR., 3' NORM.

6" MIN. A 5"

DEPTH AS SHOWN ON PLAN 18" MIN. 12" MIN. 6" MIN. TOP OF CURB ELEVATION SOLID SHELF REQUIRED 5" SHOWN ON PLANS 6" MIN. COMPACTED, WELL 2" DEPRESSION BELOW WELDED WIRE FABRIC SECTION A-A GRADED CRUSHED STONE NORMAL FLOW LINE 6x6-W2.9xW2.9 PAVEMENT SURFACE

GENERAL NOTES: 24" MIN. SANITARY SEWER LATERAL 1. SEE PLANS FOR SIZE, NUMBER, AND LOCATION OF PIPES. 2. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS. 3. DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH. 24" 4. ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO DESIGNATION M 199. GENERAL NOTES: 1. WATER SERVICES 2 INCHES IN DIAMETER AND LESS 5. PRECAST REINFORCED BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH SHALL BE LAID WITH A CLEAR HORIZONTAL SEPARATION MEETS THE REQUIREMENTS FOR WELL GRADED CRUSHED STONE. THIS BEDDING SHALL BE COMPACTED AND NOT LESS THAN 2 FEET FROM THE SANITARY LATERAL. PROVIDE UNIFORM SUPPORT FOR THE ENTIRE AREA OF THE BASE. SECTION A-A 6. PRECAST REINFORCED CONCRETE FLAT SLAB TOPS MAY BE USED ON THE STRUCTURES. THE TOPS SHALL BE INSTALLED ON A BED OF MORTAR. WATER SERVICE AND SANITARY SEWER LATERAL DETAIL 7. ALL BAR STEEL AND WELDED WIRE FABRIC REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED. NO SCALE 8. PRECAST REINFORCED CONCRETE RISERS SHALL BE PLACED WITH TONGUE DOWN. CURB AND GUTTER AT INLETS DETAIL NO SCALE 2' x 3' INLET WITH SUMP DETAIL NO SCALE

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . 2901 International Ln Madison, WI 53704 BSH COMPANIES UTILITY DETAILS SHEET ...... (608) 242-7779 www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 4 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg RAIN GARDEN SHOULD BE EXCAVATED TO A DEPTH OVERFLOW WHERE THE ENTIRE SURFACE HAS EXPOSED NATIVE SAND SOIL. EXCAVATED AREA SHALL BE BACKFILLED SEE TABLE H WITH SAND PER THE CONSTRUCTION SPECIFICATIONS ELEVATION TABLE TO THE PLANNED ELEVATION OF THE BOTTOM OF TOP OF BASIN ENGINEERED SOIL.

LOCATION ELEVATION WISCONSIN DOT CLASS 2, TYPE B, COCONUT FIBER A 1021.00 EROSION MAT ON SIDES OUTLET PIPE B 1020.00 SEALED LID AND BOTTOM OF 18-IN HDPE BIOFILTRATION BASINS C 1019.00 BIORETENTION DEVICE. 35-LF W/AEW @ 4.3% CONSTRUCTION D 1017.00 SEE TABLE A NATIVE SEE TABLE G E 1015.25 PLANTINGS/SEED REQUIREMENTS F 1017.00 SEE TABLE B 4:1 MAX. REQUIRED AT BOTH BASINS G 1021.50 1. PRIOR TO EXCAVATING THE BIOFILTRATION BASINS, ALL UPSTREAM AREAS SHALL BE RESTORED PER THE LANDSCAPING PLAN, 70% OF SEE TABLE C H 1023.50 THE TURF SEED GERMINATED, AND ALL HARD SURFACE AREAS PAVED. OUTLET MIN. 9-INCH STRUCTURE SEDIMENT 2. AFTER ALL UPSTREAM AREAS ARE STABILIZED PER THE REQUIREMENTS ABOVE, THE BASIN SHALL BE EXCAVATED TO ELEVATIONS LOGS, REQ'D SHOWN IN TABLE. A 21-INCH LAYER OF NO. 2 CLEAN STONE AND A 2.0-FOOT LAYER OF ENGINEERED SOIL SHALL BE PLACED.

3. THE ENGINEERED SOIL SHALL BE COMPOSED OF 70%-75% SAND/GRANULAR FILL AND 25%-30% COMPOST CONFORMING TO WDNR CPS SEE UTILITY PLAN S100. PLEASE NOTE, THE SAND/COMPOST COMPOSITION FOR THIS PROJECT IS SLIGHTLY CHANGED TO ACCOMMODATE THE NATIVE 2.0-FOOT DEPTH PLANTINGS. OF ENGINEERED SOIL SEE TABLE D 4. THE BIOFILTRATION BASIN SHALL BE EXCAVATED WITH ONLY WIDE-TRACKED CONSTRUCTION EQUIPMENT. ACTIVITY WITHIN THE BASIN SHALL BE MINIMIZED PRIOR TO EXCAVATION AND ELIMINATED AFTER EXCAVATION TO CONTROL UNNECESSARY COMPACTION OF SOILS.

SEE TABLE F 5. AFTER INITIAL EXCAVATION AND FINAL GRADING, THE BIOFILTRATION BASIN SHALL BE SECURED SO NO OTHER CONSTRUCTION CONNECT TO EXISTING CLEAN STONE STORAGE LAYER EQUIPMENT USES THE AREA. STORM MANHOLE NO. 2 STONE REQUIRED 6. PLANTINGS - THE BIOFILTRATION BASIN SHALL BE RESTORED WITH THE FOLLOWING PLANTINGS AT AN APPROXIMATE SPACING OF 18-INCHES ON CENTER: SLOPE SIDES SEE TABLE E CITY OF MADISON "FULL SUN" MIX FOR CONSTRUCTABILITY CONTRACTOR SHALL SUBMIT PROPOSED PLANT LAYOUT TO OWNER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

6-INCH DIAMETER 7. THE SIDE SLOPES OF THE BASIN SHALL BE SEEDED WITH A TURF LAWN MIX. PERFORATED OBSERVATION WELL 8. AFTER THE BASIN IS SEEDED, A 3-INCH LAYER OF WOOD MULCH SHALL BE INSTALLED BETWEEN ALL THE PLUGS AND PLANTS.

9. CONTRACTOR SHALL WEED THE BIOFILTRATION BASIN AT THE END OF THE FIRST GROWING SEASON AFTER INSTALLATION (YEAR 1). CONTRACTOR SHALL ALSO WEED THE BIOFILTRATION BASIN BETWEEN MAY 15 AND JUNE 30 OF THE NEXT GROWING SEASON (YEAR 2) BIOFILTRATION BASIN DETAIL - LOOKING EAST AND AGAIN AT THE END OF THE SECOND GROWING SEASON. NO SCALE 10. CONTRACTOR SHALL WATER THE BIOFILTRATION BASIN WEEKLY THRU THE FIRST GROWING SEASON UNTIL THE PLANTS ARE ESTABLISHED. CONTRACTOR SHALL ALSO WATER THE BASIN WEEKLY THRU JUNE 21 OF THE SECOND GROWING SEASON. WATERING IS ONLY REQUIRED IF THE EQUIVALENT OF 0.50" OF RAIN DOES NOT FALL AT THE SITE WEEKLY.

CAP UNIT (DIMENSIONS) VARY) BY MANUFACTURER

BUTYL TAPE OR EPOXY TO PREVENT UPLIFTING OF CAP

PRECAST MODULAR BLOCK UNIT, (DIMENSIONS 1' MIN. CONTACT INFORMATION: VARY BY MANUFACTURER) TOPSOIL, SEED OR SOD OWNER UNIT FILL: CLEAN WELL-GRADED GRAVEL OR CRUSHED STONE, NFW ACQUISITION CORP COMPACT EVERY COURSE 715 FARWELL DRIVE ■ NON-CORROSIVE PIN GEOTEXTILE FABRIC MADISON, WI 53704 OR ANCHOR BAR UNDISTURBED SOIL (608) XXX-XXXX PAY LIMITS FINISHED GRADE HEIGHT VARIES HEIGHT SLOPE WALL BACKFILL DEVELOPER BSH COMPANIES 1'-6" MIN. EMBEDMENT DAN MCCOY 0.75 S.F. MIN. FACE DRAIN TILE, 3" MIN. DIAMETER AREA 12" DEPTH ▲ 44 COOK STREET, SUITE 400 6" MIN. (TYP) CONCRETE LEVELING PAD, 3" MIN. DENVER, CO 80206 OR GRANULAR BASE, 6" MIN. [email protected] (303) 886-5900 NOTES: 1. PAYMENTS SHALL BE BASED ON EXPOSED FACE ONLY. 3-1/2" MIN. ENGINEER 2. SLOPE WALL TERMINALS NECESSARY TO BLEND INTO ADJACENT TERRAIN. MSA PROFESSIONAL SERVICES, INC CAST-IN-PLACE CONCRETE CAP KEVIN LORD 2901 INTERNATIONAL LANE SUITE 300 TABLE OF EXTERNAL STABILITY SAFETY FACTORS ■ SETBACK VARIES BY MANUFACTURER MADISON, WI 53704 MAXIMUM FRONT FACE SLOPE FROM SLIDING ≥ 1.5 [email protected] VERTICAL IS 1 HORIZONTAL TO 4 VERTICAL OVERTURNING ≥ 2.0 GEOGRID LONG TERM STRENGTH ≥ 1.5 (608)242-7779 GEOGRID CONNECTION STRENGTH ≥ 1.5 ▲ BASE SOIL PARAMETERS: GLOBAL ROTATION ≥ 1.3 SEE GEOTECHNICAL REPORT INCLUDED BEARING CAPACITY ≥ 2.0 IN PROJECT MANUAL. SEGMENTAL RETAINING WALL DETAIL NO SCALE

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . 2901 International Ln Madison, WI 53704 BSH COMPANIES SITE DETAILS SHEET ...... (608) 242-7779 www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN G 5 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_GSheets.dwg PLOT DATE: . F.B. : PROJECT DATE: PROJECT NO.: REMOVE CURB HEAD AT DRIVEWAY 10/22/18 REMOVE AND REPLACE SIDEWALK AT DRIVEWAY EDGE OF ASPHALT/BOTTOM CONCRETE BARRIER WALL , P:\19300s\19350s\19358\19358001\CADD\Construction Drawings\19358001_GSheets.dwg 19358001 10/18/18 . . CHECKED BY: DRAWN BY: SCALE:

AS SHOWN 1025 KNH KCL

SS NO. . . . PRELIMINARY SS

DATE E . . . W R = 4,667.00' LCB = N23°41'54"E LC = 374.50 L = 374.60 Δ = 4°35'56"

SS W E W 1030 BM #2 ET

T FO E W SS USH 18/151 (VERONA ROAD) E JOINT ACCESS EASEMENT W VERONA ROAD - FRONTAGE ROAD

E SS W W E SS E

BM #1 CONCRETE WALKW

SS E W E SS E 10' ELECTRIC EASEMENT

ET W T SS REVISION 10' BUILDING SETBACK LINE

. . . E W SS

TELEPHONE PEDESTAL E

1025

1030 1035 W SS 25' BUILDING SETBACK LINE

SS E E W SS

1038 T W

FO SS E E BENCHMARK TABLE E W BM. NO. SS BM #3 BM #2 BM #1

W E SS

E BY W NORTHING . . . 463519.55 463222.28 463247.39 E 1035 SS

E E W 10' SANITARY SEWER EASEMENT EXTENDS BEYOND EASEMENT LIMITS CONSTRUCTED PRIVATE DRIVE

1030 798843.38 798252.89 798290.17 EASTING REMOVE LIGHT POLE

10' BUILDING SETBACK LINE W BACK OF CURB = 38.5'

BACK OF CURB TO DISCOVERY PATH (PRIVATE DRIVE) (PRIVATE PATH DISCOVERY E TREE REMOVAL (TYP.) ENGINEERING | ARCHITECTURE SURVEYING FUNDING | PLANNING ENVIRONMENTAL

2901 International Ln Madison, WI 53704 W (608) 242-7779 © MSA Professional Services, Inc. DESCRIPTION TOP OF NUT TOP OF NUT TOP OF NUT

N87°16'24"W 645.15' W www.msa-ps.com (N89°55'W) OR 4.666 ACRES

THERMO NICOLET CORPORATION E

AREA = 203,269 W S87°24'32"E 510.29' CURB CUT EXTEND REMOVE CURB HEAD CURB CUT DOES NOT AT DRIVEWAY WHERE (EAST)

THREE MONITORING WELLS W

1013.09 1031.48 1025.26 1030 CSM #3122 ELEV.

LOT 1 W CITY OF FITCHBURG, DANE COUNTY, WISCONSIN ET T 1025 FIELD VERIFY LOCATION SERVICE PER UTILITY MAPS

APPROXIMATE SANITARY SEWER W BACK OF CURB = 33.6' 5237 VERONA ROAD 1025 BACK OF CURB TO

BSH COMPANIES

W E

1020 W

1020

SAN

SAN SS

1015 1020

CP W SAN ET

T 1010 SAN SAN

PHILIP J. HENDRICKSON CHILDERNS TRUST

SAN SAN

W SAN ASPHALT PARKING LOT STALL MARKING

ARE FADED AND DIFFICULT TO LOCATE 1015 20' BUILDING SETBACK LINE ASPHALT

FOUND MARKINGS AS SHOWN SS

1010 W

SAN

W SAN BM #3 EXISTING SITE LAYOUT & REMOVALS

ASPHALT SS

1005

SAN

1000

SAN W BACK OF CURB = 32.9'

S02°35'27"W 350.90' BACK OF CURB TO (SOUTH)((S01°38'44"W) THREE MONITORING WELLS TERMO NICOLET CORPORATION THREE MONITORING WELLS CSM #3122 LOT 2 0 30 19358001 ST 1 60 FILE NO. SHEET PLOT DATE: CONCRETE DRIVEWAY . F.B. : PROJECT DATE: PROJECT NO.: SS NOTES:

SS 10/22/18 (SEE GRADING PLAN) SEGMENTAL RETAINING WALL E SS

IMPERVIOUS AREA = 1.9 AC FITCHBURG SPECIFICATIONS. BUILDING = 0.8 AC PAVEMENT = 1.1 AC PERCENT OF LOT COVERAGE: PERVIOUS AREA = 2.8 AC UNDER PROPOSED CONDITIONS: OR ANY EASEMENT CONFORMS TO THE CITY OF TOTAL PERCENT OF LOT COVERAGE BY IMPERVIOUS TOTAL LOT AREA = 4.7 AC AREAS = 40.4% ALL WORK PERFORMED WITHIN THE RIGHT-OF-WAY W R12' , P:\19300s\19350s\19358\19358001\CADD\Construction Drawings\19358001_Site Plan.dwg E

W SS 19358001 W

10/18/18 E

FO W SS

. E R10' T SS . CHECKED BY: DRAWN BY: SCALE: W E REPLACE

SIDEWALK CONCRETE SS W

DETECTABLE WARNING FO W

AS SHOWN E E W SS KNH DETECTABLE WARNING KCL REPLACE CONCRETE SIDEWALK E W SS

W E E NO. . . . PRELIMINARY 18" REJECT CURB W SS 18" STANDARD CURB (TYP.) DATE E SS . . . E W

W R15' E E SS

W R30'

SS E

T W E E SS W

SS 26' E W

E SS SS

R10' W R15' SS SS

REVISION E

E W R/W . . . GREENSPACE 20' R7' T SS FO W

E E SS E W TYPICAL SECTION) ASPHALT PAVEMENT (SEE FLUME (SEE DETAIL) CONCRETE T

GREENSPACE FO W

E R47' E W

E R19' 25' BUILDING BY . . . SETBACK

F.F.E.= 1027.00 E PROPERTY BOUNDARY ENGINEERING | ARCHITECTURE SURVEYING FUNDING | PLANNING ENVIRONMENTAL

2901 International Ln Madison, WI 53704 W GREENSPACE

(608) 242-7779 30' CONCRETE SIDEWALK © MSA Professional Services, Inc.

E W www.msa-ps.com 26'

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ADA ACCESSIBLE PARKING

29'

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W R3' 9' (TYP.) 5237 VERONA ROAD BSH COMPANIES

R31' R20' R3'

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W R14'

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W W BIOFILTER SEE GRADING PLAN T

CONSTRUCTION STAGING

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SITE LAYOUT & EROSION CONTROL W

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AS SHOWN SS KNH KCL SS NO.

. . . SS PRELIMINARY

MATCH W 1026.29 DATE . . . SS W

1026.41 PROTECT HYDRANT

W AND VALVE 1026.44

E 1026.33

1026.63 W SS 1026.26

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W MATCH

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1028.84

FO 1028.59 1029.08 W SS REVISION

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SS E 1028.65 FO E W 1028.83 E

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1028.04

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1029.23 1031.30

1027

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ENGINEERING | ARCHITECTURE SURVEYING E 1036.23

FUNDING | PLANNING ENVIRONMENTAL T 2901 International Ln Madison, WI 53704 1037.70 1037.81

(608) 242-7779

1028 1028.77

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CITY OF FITCHBURG, DANE COUNTY, WISCONSIN

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BSH COMPANIES

1026 54.0%

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FINISHED FLOOR

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W E SS SS E -1.9% 1037 1036.67 W 10/22/18

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1037.45 E W

, P:\19300s\19350s\19358\19358001\CADD\Construction Drawings\19358001_Grading Plan.dwg SS

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. W

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. CHECKED BY: DRAWN BY: SCALE: 1036.75 SS

1034 1032.79 W

E -4.2% AS SHOWN -7.1% T E SS FO W

1033

KNH KCL

1034.70 W 1031.39 E

1032.32

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NO. E

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PRELIMINARY

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1031.35

1029.39

1029.85 1030

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1028.27

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1027.43 1027.81 1027.90

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1026.37

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1026.25 1026.80 1026.73

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1026.89

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1027.00 -1.3% 18" REJECT CURB 1026.89

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< KNH

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1033

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< www.msa-ps.com

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1027

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SAN W ST 6 FILE NO. SHEET 20 PLOT DATE: . F.B. : PROJECT DATE: PROJECT NO.: E SS W

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10/18/18 W E SS W FO 76-LF OF 6-INCH C-900 WATERMAIN . E W 49 LF 12" HDPE STORM SEWER @ 0.9% . CHECKED BY: DRAWN BY: SCALE: E W SS AS SHOWN 12" INV (E) = 1024.90 INL 7

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6" INV (SW) = 1009.28 6" INV (NW) = 1010.20

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19358001 SAN ST 7 40 FILE NO. SHEET PLOT DATE: . F.B. : PROJECT DATE: PROJECT NO.: 1. NOTE: 3. 2. 10/22/18 UNLESS OTHERWISE NOTED. COVERED WITH MIN. 2" OF DECORATIVE GRAVEL MULCH, SEE SHEET SEE SHEET ALL PLANTED AREAS TO RECEIVE LANDSCAPE FABRIC , P:\19300s\19350s\19358\19358001\CADD\Construction Drawings\19358001_Landscape Plan.dwg 19358001 10/18/18 G 5 - SITE DETAILS L 2 - PLANTING SCHEDULE . . CHECKED BY: DRAWN BY: SCALE: AS SHOWN W KNH

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19358001

W W W 60 FILE NO. SHEET L 1 SITE PREPARATION, LAYOUT AND PLANTING NOTES

1. REMOVE AND DISPOSE OF TURF/SOD AND OTHER EXISTING PLANTS, INCLUDING ESTABLISHED WEEDS PRIOR TO SEEDING.

2. SEED LIMIT LINES ARE APPROXIMATE. SEED TO LIMITS OF GRADING AND DISTURBANCE.

3. CONTRACTOR RESPONSIBLE FOR EROSION CONTROL IN ALL SEEDED AREAS. ALL DISTURBED AREAS ARE TO BE PROTECTED WITHIN 24 HOURS. DO NOT DISTURB MORE AREA THAN CAN BE COMPLETED AND PROTECTED WITHIN 24 HOURS.

4. TREES AND SHRUBS SHALL BE PLACED AS DRAWN. NO SUBSTITUTES SHALL BE MADE WITHOUT PRIOR APPROVAL FROM THE LANDSCAPE Other native planting seed mix or no mow ARCHITECT. seed mix. 2" x 2" wood stake, paint white. 5. EQUALLY SPACE PERENNIALS AS SPECIFIED PER NOTES LISTED ON DRAWINGS. Native plantings seed mix, see planting plans. 7. ALL PLANT MATERIALS SHALL BE OF MATCHING FORMS AND SIZES WITHIN Finished grade. EACH SPECIES AND SIZE DESIGNATION ON THE DRAWINGS.

8. PERENNIAL PLANTING BEDS TO BE COVERED WITH 2" MIN. TWICE 1'-0" SHREDDED HARD WOOD MULCH, UNLESS OTHERWISE NOTED. NO WEED MAX. BARRIER SHALL BE USED.

9. ALL TREES PLANTED IN TURF SHALL RECEIVE A 5' DIAMETER MULCH RING WITH 3" MIN. TWICE SHREDDED HARD WOOD MULCH. ALL TREE RINGS TO RECEIVE SPADE EDGE. Note:

2'-0" Install limit marker 10' O.C. around limits of 10. ALL PLANTING BEDS SHALL HAVE STEEL EDGING. all native plantings remove markers at request of owner when native plantings are 11. ALL LANDSCAPE BED CURVES SHALL BE SMOOTH AND NOT SEGMENTED. established. SEGMENTED CURVES SHALL BE REPLACED WITH SMOOTH CURVES AT NO ADDITIONAL COST TO THE OWNER.

12. PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE DEPARTMENT AND LOCAL AGENCY. CONFIRM AND INSTALL SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN. NO ADDITIONAL PAYMENTS WILL BE MADE FOR MATERIALS REQUIRED TO 1 NATIVE AREA MARKER DETAIL COMPLETE THE WORK AS DRAWN. L 2 Not To Scale

13. CONTRACTOR SHALL STAKE ALL PROPOSED TREE LOCATIONS PRIOR TO PLANTING. CONTRACTOR SHALL THEN NOTIFY THE FIELD ENGINEER AND OWNER ONCE THE STAKING IT COMPLETE FOR A WALK THRU REVIEW OF THE TREE LOCATIONS. FINAL TREE LOCATIONS ARE SUBJECT TO MOVING PER FINAL CONSTRUCTION AND LAYOUT. TREES SHALL BE PLANTED A MINIMUM OF 5' FROM ANY WALK OR PAVED EDGE.

14. ADJUSTMENT TO STAKE LOCATIONS DUE TO DISCREPANCIES BETWEEN COORDINATES AND DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO ADDITIONAL PAYMENTS WILL BE MADE FOR THIS WORK.

15. NO PERENNIAL OR ORNAMENTAL GRASS SHALL BE PLANTED WITHIN IN 12" IN OF ANY ADJACENT EDGE. NO SHRUB SHALL BE PLANTED WITHIN 30" ANY ADJACENT EDGE.

16. ALL PLANT MATERIAL SHALL BE PRODUCED BY A NURSERY, BE HEALTHY AND FREE FROM INSECTS, DISEASE OR INJURY. SPECIMENS SHALL EXHIBIT NORMAL HABIT OF GROWTH TYPICAL FOR THE SPECIES. PLANT SIZE SHALL BE EQUAL TO OR EXCEEDING THE SIZE LISTED IN THE PLANT LIST.

PROJECT NO.: 19358001 SCALE: AS SHOWN NO. DATE REVISION BY FILE NO. ENGINEERING | ARCHITECTURE | SURVEYING 5237 VERONA ROAD PROJECT DATE: 10/18/18 DRAWN BY: KNH . . . . FUNDING | PLANNING | ENVIRONMENTAL 19358001 F.B. : . CHECKED BY: KCL . . . . BSH COMPANIES PLANTING SCHEDULE SHEET ...... www.msa-ps.com © MSA Professional Services, Inc. CITY OF FITCHBURG, DANE COUNTY, WISCONSIN L 2 PLOT DATE: 10/22/18, P:\19300s\19350s\19358\19358001\CADD\ConstructionPRELIMINARY Drawings\19358001_Landscape Plan.dwg Do not remove central leader. Prune only to encourage growth of central leader. Do not remove central leader. Prune only to NOTES: encourage growth of central leader. Remove broken branches, tree tags Remove and properly dispose of and/or ribbons, upon plant approval. any excess excavated material. Remove broken branches, tree tags and/or Wrap trunk with approved wrap up to ribbons, upon plant approval. first branch (fall planting requirement). Wrap trunk with approved tree wrap up to Maintain root flare exposure, do not first branch (Fall Planting Requirement) place topsoil on top of rootball if root flare is not exposed, remove excess Maintain root flare exposure, do not place soil carefully. Set rootflare 2" above topsoil on top of rootball. If root flare is not level of finish grade. exposed, remove excess soil carefully. Set rootflare 2" above level of finish grade. 3" minimum mulch thickness, hold back min. 3", max. 6" from trunk. 3" minimum mulch thickness, hold back min. 3", max. 6" from trunk. Planting pit size shall be twice as wide as the rootball. Backfill pit with Planting pit size shall be twice as wide as the 1/3 amended topsoil and 2/3 Min. 2" wood or metal post, place rootball. Backfill pit with 1/3 amended topsoil excavated material. parallel to prevailing winds on site. and 2/3 excavated material. Cut and remove all cords around rootball and tree trunk. Remove Strapping to be 2" nylon or polyester 3" minimum height saucer around tree pit for NOTES: entire wire basket and all burlap. webbing or owner approved watering. Remove and properly dispose of alternate. No metal or wire. Attached Finished grade. any excess excavated material. 3" minimum height saucer around 6" min. below top of stake keep tree pit for watering. Subgrade. 4' MIN. loosely fitted around trunk. Finished grade. Cut and remove all cords around root ball Subgrade and tree trunk. Remove entire wire basket and all burlap. Place rootball on undisturbed or properly compacted subgrade. Add Place rootball on undisturbed or properly compacted subgrade. Add and compact and compact additional fill in the 2X BALL WIDTH MIN. event the hole is too deep. 2' MIN. additional fill in the event the hole is too 2X BALL WIDTH MIN. deep.

1 DECIDUOUS TREE PLANTING DETAIL 2 DECIDUOUS TREE STAKING DETAIL 3 ORNAMENTAL TREE PLANTING DETAIL L 3 Not To Scale L 3 Not To Scale L 3 Not To Scale

NOTES: NOTES: Remove and properly dispose of Seed and mulch any excess excavated material. Limit pruning to dead and broken branches 1. Remove and properly dispose of Minimum topsoil any excess excavated material. Place plants so top of soil from the 1 depth 6" Set soil height minimum 4" below finished surface Crown of plant is at or slightly above 2. No plants to be buried by mulch. container is flush with finished planting soil finished grade. grade. Remove gravel for depth of pavement and Prepare planting bed with 6" amended Mulch, 3" deep,typ. replace with topsoil. topsoil. Finished concrete surface, by others. Prepare a 3" saucer around pit if shrub is 2" mulch. Mulch under branches of plants. planted alone. For multiple plantings in the Raise plant bed 2" above finish grade. same bed, provide positive drainage. Finished grade.

Finished grade.

Subgrade. Subgrade.

Soil from container gently loosen bottom for root growth.

2X CONT. WIDTH MIN. Varies 6" Min.

4 SHRUB PLANTING (CONTAINER) DETAIL 5 PERENNIAL PLANTING DETAIL 6 SEEDING ALONG SIDEWALK DETAIL L 3 Not To Scale L 3 Not To Scale L 3 Not To Scale

Existing drive SHADE TREES, TYP.

Existing shade tree (to remain) LANDSCAPE BED BIO-FILTER

LANDSCAPE BED

Verona Frontage Road PROPOSED STORAGE FACILITY TURF Existing parking lot LANDSCAPE BED

TURF Existing woodland

0’ 20’ 40’ 80’