DRAWINGS FULL SET Project YAQF049026.pdf

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STATE MAP

INTERSTATE 94

INTERSTATE 90

INTERSTATE 90.94

INTERSTATE 90

INTERSTATE 94

MILWAUKEE

(JUNEAU COUNTY)

VOLK

FIELD, CRTC

WISCONSIN

LOCAL VICINITY MAP

BLACK RIVER FALLS

SPARTA

TOMAH

LA CROSSE

REEDSTOWN

HILLSBORO

REEDSBURG

BARABOO

WISCONSIN

DELLS

Peterwell Flowage

Castle Rock Flowage

VOLK FIELD,

CAMP DOUGLAS

90/94

14/61

MAIN GATE

PROJECT SITE

BUILDING 510

PROJECT LOCATION

ANG PROJECT No.:

SHEET NO.:

SHEET CONTENTS

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© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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YAQF049026 AND YAQF172012

ADD TO FIRE/CRASH RESCUE STATION AND

REPAIR FIRE/CRASH RESCUE STATION, B510

Camp Douglas, WI 54618

VOLK FIELD CRTC

G-001

COVER SHEET

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GENERAL

G-001 COVER SHEET

G-011 CODE ANALYSIS SCHEDULES

G-021 LIFE SAFETY PLANS

CIVIL

C-021 EXISTING SITE PLAN

C-041 SITE DEMOLITION PLAN

C-101 SITE IMPROVEMENTS PLAN

C-121 SITE GRADING AND EROSION CONTROL PLAN

C-141 SITE UTILITIES PLAN

C-501 SITE DETAILS - EROSION

C-502 SITE DETAILS

C-503 SITE DETAILS - UTILITIES

C-510 FENCE DETAILS

C-511 GATE DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-005 STATEMENT OF SPECIAL INSPECTIONS

S-006 STRUCTURAL STEEL AND STEEL DECK SPECIAL INSPECTIONS

S-010 STRUCTURAL LOADING PLAN

SD101 FOUNDATION AND FLATWORK DEMOLITION PLAN

SD121 FIRST FLOOR STRUCTURAL WALL DEMOLITION PLAN

S-101 FOUNDATION PLAN

S-111 FIRST FLOOR FLATWORK PLAN

S-121 FIRST FLOOR STRUCTURAL WALL PLAN

S-151 LOW ROOF FRAMING PLAN

S-152 HIGH ROOF FRAMING PLAN

S-501 FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-511 FLATWORK DETAILS

S-541 FRAMING DETAILS

S-542 FRAMING DETAILS

S-601 SCHEDULES

ARCHITECTURAL

A-001 NOTES & SYMBOLS

A-002 INTERIOR PARTITION TYPES

A-005 ARCHITECTURE KEYED NOTES

AD101 FIRST FLOOR DEMOLITION PLAN

AD103 ROOF DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 EQUIPMENT PLATFORM FLOOR PLAN

A-103 ROOF PLAN

A-121 FIRST FLOOR CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-421 CASEWORK DETAILS

A-422 CASEWORK DETAILS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-602 WINDOW TYPES AND DETAILS

A-603 WINDOW DETAILS

A-701 FIRST FLOOR FINISH PLAN

A-710 FINISH SCHEDULES AND DETAILS

A-801 FIRST FLOOR SIGNAGE PLAN

A-901 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN

FIRE PROTECTION

F-041 NOTES, SYMBOLS & ABBREVIATIONS

FD141 FIRST FLOOR FIRE ALARM DEMOLITION PLAN

FD142 EQUIPMENT PLATFORM FIRE ALARM DEMOLITION PLAN

F-101 FIRST FLOOR FIRE SPRINKLER PLAN

F-141 FIRST FLOOR FIRE ALARM PLAN

F-142 EQUIPMENT PLATFORM FIRE ALARM PLAN

SHEET INDEX

PLUMBING

P-001 NOTES, SYMBOLS AND ABBREVIATIONS

PD100 UNDGROUND DRAIN AND VENT DEMOLITION PLAN

PD101 FIRST FLOOR DRAIN AND VENT DEMOLITION PLAN

PD102 ROOF DEMOLITION PLAN

PD131 FIRST FLOOR SUPPLY DEMOLITION PLAN

P-100 UNDERGROUND DRAIN AND VENT PLAN

P-101 FIRST FLOOR DRAIN AND VENT PLAN

P-102 ROOF PLAN

P-131 FIRST FLOOR SUPPLY PLAN

P-401 ENLARGED PLANS

P-501 DETAILS

P-601 SCHEDULES

P-901 DRAIN AND VENT ISOMETRICS

P-931 SUPPLY ISOMETRICS

MECHANICAL

M-001 NOTES, SYMBOLS AND ABBREVIATIONS

MD101 FIRST FLOOR HVAC DEMOLITION PLAN

MD102 EQUIPMENT PLATFORM HVAC DEMOLITION PLAN

MD103 ROOF DEMOLTION PLAN

MD131 FIRST FLOOR PIPING DEMOLITION PLAN

MD132 EQUIPMENT PLATFORM PIPING DEMOLITION PLAN

M-101 FIRST FLOOR HVAC PLAN

M-102 EQUIPMENT PLATFORM HVAC PLAN

M-103 ROOF PLAN

M-131 FIRST FLOOR PIPING PLAN

M-132 EQUIPMENT PLATFORM PIPING PLAN

M-401 ENLARGED PLANS AND SECTIONS

M-402 ENLARGED PLANS AND SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-511 PIPING DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-701 MECHANICAL SCHEMATICS

M-801 CONTROL SCHEMATICS

M-802 CONTROL SCHEMATICS

M-803 CONTROL SCHEMATICS

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

ED010 SITE DEMOLITION PLAN

ED101 FIRST FLOOR POWER DEMOLITION PLAN

ED102 EQUIPMENT PLATFORM POWER DEMOLITION PLAN

ED103 ROOF POWER DEMOLITION PLAN

ED121 FIRST FLOOR LIGHTING DEMOLITION PLAN

ED122 EQUIPMENT PLATFORM LIGHTING DEMOLITION PLAN

ED701 ONE-LINE DEMOLITION DIAGRAM

E-010 SITE PLAN

E-101 FIRST FLOOR POWER PLAN

E-102 EQUIPMENT PLATFORM POWER PLAN

E-103 ROOF POWER PLAN

E-121 FIRST FLOOR LIGHTING PLAN

E-122 EQUIPMENT PLATFORM LIGHTING PLAN

E-401 ENLARGED PLANS

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-601 SCHEDULES

E-602 SCHEDULES

E-603 SCHEDULES

E-604 SCHEDULES

E-701 ONE-LINE DIAGRAM

TECHNOLOGY SYSTEMS

T-001 NOTES, SYMBOLS & ABBREVIATIONS

TD101 FIRST FLOOR TECHNOLOGY SYSTEMS DEMOLITION PLAN

T-101 FIRST FLOOR COMMUNICATIONS PLAN

T-121 FIRST FLOOR SECURITY PLAN

T-141 FIRST FLOOR AUDIO VISUAL PLAN

T-401 ENLARGED PLANS, ELEVATIONS & SECTIONS

T-402 ENLARGED PLANS, ELEVATIONS & SECTIONS

T-501 DETAILS

T-701 ONE-LINE DIAGRAMS

1. APPARATUS BAY CAMERAS

2. COUNTERS AND CASEWORK IN THE TRAINING ROOM

3. WINDOW SHADES

4. LOBBY DISPLAY WALL

5. EXTERIOR SIGNAGE

6. EQUIPMENT YARD SCREEN WALL

BID OPTIONS FOR YAQF049026

05/04/22 B3 FINAL

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

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CODE ANALYSIS

SCHEDULES

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FIRE PROTECTION Sprinkler System UFC 3-600-01, Section 9-7.2 Table 9-3

Per the cited UFC, modifications and additions of facilities as defined by NFPA 101 that are Construction Type I or Type II with a floor area greater than 15,000 gross square feet must be protected by an Approved, Supervised Automatic Sprinkler System (ASASS) throughout the facility. The Fire Station falls with these criteria. The design of the sprinkler system must follow the "Area/Density Method" of NFPA 13 and Table-3 of the UFC.

ALLOWABLE AREA

EXTERIOR OPENINGS

Not Applicable IBC 705.8 Table 705.8 The maximum area of unprotected or protected openings permitted in an exterior wall in any story is addressed in

IBC Table 705.8. The fire separation distance is greater than 30 feet on all sides therefore no limitation on the number and size of openings.

EXTERIOR WALL FIRE

RESISTANCE RATING

Not Required IBC 704.10, 705.5, Tables 601 and 602 Tables 601 and 602 do not require fire resistance rated construction for Construction Type II-B and the various occupancy groups in this facility. There is sufficient open space around the perimeter of the building to provide a fire separation of 30 feet on all sides.

ACTUAL HEIGHT AND

STORIES

28'-0" Single Story

The actual height and number of stories is less than the allowable in the IBC. No modifications to accommodate height are required.

SEISMIC DESIGN Camp Douglas, WI - seismic design category "A"

RISK CATEGORY ASCE 7-05 Fire Station = Risk Category "IV". Importance Factor I - 1.5

ALLOWABLE HEIGHT AND

STORIES

55 Feet Three Stories

IBC 504

Tables 504.3, 504.4

Facility is an existing building with additions. All new glazing in windows, storefronts, and doors shall meet requirements for shatter resistance.

ACTUAL FLOOR AREA

19,291 GSF

APP BAY: 12,098 GSF

ADMIN/DORM: 7,134 GSF

1/2 EXT SPACE: 59 GSF

Gross floor area is measured from exterior face to exterior face of enclosing perimeter walls. Exterior covered spaces are measured at 50 percent of actual coverage per Air National Guard standard methodology. Gross area of the building may not be consistent with floor area measured per the IBC.

ANTITERRORISM/

FORCE PROTECTION

UFC 4-010-01 Facility is a "Primary Gathering" building due to the presence of "Billeting" (Dorm Rooms). The Apparatus Bays are considered a "Low Occupancy" portion of the building and are not required to meet ATFP criteria.

MODIFIED

ALLOWABLE FLOOR

AREA

Frontage & Sprinkler System

IBC 506

Area modifications are not required since the allowable floor area exceeds the actual floor area of the building as designed.

ARCHITECTURAL

BARRIERS ACT (ABA)

ABA Accessibility Standards

Public areas of the facility are designed for compliance with ABA standards. Areas intended for use by fire department staff only have been designed for ABA compliance or are readily convertible if future uses incorporate more public access.

GLAZING

IBC

Table 716.5

Glazing assemblies for windows, side lights, and transom lights in 1/2 hour fire barriers require a 20 minute tested rating. Glazing assemblies in one hour fire barriers require a 45 minute tested rating.

ALLOWABLE FLOOR

AREA

A-3 (most restrictive occupancy)

IBC Table 506.2

Using a Nonseparated approach, the most restrictive occupancy will govern the allowable floor area. Per IBC Table 506.2, the allowable area for "A-3", Construction Type II-B, and single story is 38,000 SF. All other occupancies in this facility are less restrictive. Actual floor area is than the allowable.

DOOR ASSEMBLIES

IBC

Table 716.5

Door assemblies including vision panels in 1/2 hour fire barriers require a 20 minute rating. Door assemblies in one hour fire barriers require a 45 minute rating.

DRAFT STOPPING IBC - 718.4.3 Not required in attic and floor spaces of non-combustible construction.

CONSTRUCTION TYPE II-B IBC Chapter 6

Construction Type II-B allows only non-combustible materials, with specific exceptions itemized in Section 603.

The primary structural frame, exterior and interior bearing walls, floor-construction and associated secondary members, roof construction and associated secondary members are not required to be fire rated.

FIRE BLOCKING IBC - 718.2 Not required in non-combustible construction without concealed spaces between floors and attic space.

PORTABLE

FIRE EXTINGUISHERS NFPA 101 - 9.7.4

NFPA 10 - 6.2.1

Portable fire extinguishers are not required in the business occupancy area or hazardous areas of other occupancies in accordance with UFC 3-600-01 (facility is fully protected with an automatic, supervised sprinkler system). The Apparatus Bay and equipment maintenance rooms are designated ordinary hazard areas. A single extinguisher will be located in the kitchen as immediate protection against a range fire.

STORAGE GROUP

SEPARATION

Fire Rated Separations

UFC 3-600-01,

Section 4-42.4.2.1

Per the cited UFC, other occupancies such as offices and shops must be separated from the storage area by a minimum of one-hour rated construction. The Apparatus Bay is separated from the remainder of the facility by a CMU wall providing at least a 1-hour rated fire barrier.

NOTE: Other storage occupancies with 8'-0" ceilings are not considered "storage facilities" per UFC 3-600-01.

Doors NFPA 101 - 7.2.1.2.3 Minimum clear width is 34 inches and 0.2 per person. The largest number of occupants at one door is 50 Persons times 0.2 inches = 10 inches. The minimum designed width of any door is 34 inches.

Corridors NFPA 101 - 7.3.4 Minimum required width is 44 inches and 0.2 inches per person. Maximum width of any corridor by number of occupants.

CAPACITY

MEANS OF EGRESS

Stairways NFPA 101 - 7.3.3 Mechanical mezzanine: Same as requirements for doors.

TRAVEL DISTANCE TO EXIT NFPA 101

7.6 and Table A7.6

The maximum travel distance to any exit is determined by occupancy. The most restrictive for any occupancy (Assembly) is 250 feet. The longest path in any occupancy is 144 feet.

COMMON PATH OF TRAVEL

NFPA 101

12.2.5.1.2 28.2.5.4

The maximum common path of travel is determined by occupancy. The most restrictive for any occupancy (Hotel & Dormitory) in this facility is 50 feet.

Not Applicable, all occupancies have occupant loads that require either 1 exit or there isn't a common path of travel to the exit.

DEAD END CORRIDORS NFPA 101: 12.2.5.1.3 The Assembly occupancy establishes the most restrictive requirements for dead-end corridors at 20 feet The longest dead-end corridor in the building is 15'-5".

OCCUPANCY

SEPARATION (IBC)

IBC Section 508

Assembly, Business and Dorm Rooms

IBC 508.3

Storage (Apparatus Bays)

IBC 508.4

This is a mixed use facility and each occupancy group is classified per the IBC. Fire separation between occupancies must follow IBC and UFC 3-600-01 requirements. Fire resistance of interior, non-bearing partitions is complaint with NFPA 101 requirements.

The building is designed with a mixture of separate and non-separated occupancies.

A one-hour fire barrier wall between the Apparatus Bay and the Business/Dormitory side of the facility is used to provide increased protection. Openings in this wall are 45-minute rated. Separation is consistent with provisions of Section 508.4.

The Assembly/Business/Dormitory side employs the provisions of IBC Section 508.3 as non-separated occupancies. Code requirements are applied separately to each portion based on occupancy group.

This building is sprinklered throughout, therefor additional fire barriers are only required where the code specifically requires them for non-exempt locations. These locations include the dormitory rooms (1/2 hour separation) and the Electrical room.

Storage (Apparatus Bays) 200 square feet per person, gross; all other Storage at 500 square feet per person, gross

Residential (Dorms) 200 square feet per person, gross

Chapter 42 Storage Business 100 square feet per person, gross

Chapter 28 New Hotel & Dormitory OCCUPANT LOAD

FACTORS (NFPA)

BUILDING ELEMENTS

Assembly, without fixed seating NFPA 101: Table 7.3.1.2 15 square feet per person, net

Chapter 38 New Business Mechanical Shafts NFPA 90A: 5.3.4.3.1 Not applicable, no Mechanical shafts in this design.

OCCUPANCY (NFPA 101) Chapter 12 New Assembly NFPA occupancy classifications are similar to those of the IBC referenced above.

S-1 Storage Moderate hazard storage (apparatus bays). Electrical Rooms NEC 450.21 Dry Transformers over 112 1/2 kVA: Individual dry-type transformers installed indoors are rated more than 112 1/2kVA rating shall be installed in a transformer roof of fire-resistant construction. Wall construction for the electrical room must have a fire rating of 1 hour, with walls running from finished floor to roof deck with fire stopped penetrations and appropriately sealed to the roof deck.

R-2 Residential Sleeping rooms, work related, permanent in nature (not transient lodging).

B Business Office and service type activities.

OCCUPANCY (IBC) IBC Chapter 3 A-3 Assembly Assembly area, low density, without fixed seating. Dorm Rooms NFPA 101:

28.3.7.2 & Table 8.3.4.2

Dwelling units and sleeping units in buildings of Type II-B construction are required to have 1/2 fire resistive separations between each other and between the units and the remainder of the building. Openings into the units shall be 20 minute fire resistance rated door assemblies.

TOPIC CODE REFERENCE DESIGN ITEM

Stairway shafts NFPA 101:

7.1.3.2.1 and 8.6.4

Not applicable, open steel stairs from mechanical mezzanine only.

UFC 4-730-10 "FIRE STATIONS" - 1 JUNE 2021

UFC 4-010-01 "ANTI-TERRORISM / FORCE PROTECTION (AT/FP)" - 19 AUGUST 2020 Interior non-bearing walls & partitions

NFPA 101, 8.3, 8.4, and 8.5 Interior, Nonbearing wall construction must conform to NPFA 101 requirements (per UFC 3-600-01 ; 3.3.1.1.).

NFPA requirements shall be followed for any interior walls not forming area of occupancy separation per IBC.

UFC 3-600-01 "FIRE PROTECTION ENGINEERING FOR BUILDINGS" - 6 MAY 2021

UFC 1-200-01 "GENERAL BUILDING REQUIREMENTS" - 1 OCTOBER 2020

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, "LIFE SAFEY CODE" - 2018 FIRE RESISTANCE

RATING FOR

BUILDING ELEMENTS

Primary structural frame, interior and exterior bearing walls, corridors, floors construction assembly, and roof assembly.

IBC Table 601 No rating required for Construction Type II-B.

GOVERNING CODES

AND CRITERIA

INTERNATIONAL BUILDING CODE (IBC) - 2018 TOPIC CODE REFERENCE DESIGN ITEM

BUILDING AND LIFE SAFETY CODE SUMMARY BUILDING AND LIFE SAFETY CODE SUMMARY

R E

F

W

DW

W

D D

F R

Z

CODE PLAN LEGEND:

OCCUPANT LOAD

(OR MAX. CAPACITY)6

XX"

XX"

OCCUPANT LOAD FACTOR

REQ'D WIDTH

PROVIDED WIDTH

EXIT DISCHARGE

AREA EXIT

EXIT PATHWAYS

1 HR RATED

FLOOR SYSTEM

1 HR RATED WALL

F.E. FIRE EXTINGUISHER -

WALL MOUNTED

F.E.C. FIRE

EXTINGUISHER -

CABINET

1/2 HR RATED WALL

LOBBY

TRAINING

CONTROL RM

CIRCULATION

ASST CHIEFASST CHIEF

CLERICAL

OFFICE

CHIEF ASST CHIEF

KITCHENDAY ROOM

COMM RM

DORM

STORAGE CIRCULATION

MECHANICAL

ELECTRICALDORM

DORM

DORM

DORM

DORM DORM DORM DORM DORM

CIRCULATION

DORM

DORM DORM

WOMENS

RESTROOMWOMENS

LOCKER

MENS TOILET

MENS SINK

MENS

SHOWERS

MENS

LOCKERS

MENS

VESTIBULE

LAUNDRY/

JANITOR

APPARATUS

BAY - SOUTH

PPE

STORAGE

APPARATUS

BAY - NORTH

44'-3"

EQUIPMENT

PLATFORM

APPARATUS

BAY - NORTH

APPARATUS

BAY - SOUTH

78'-2"

SHEET NO.:

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DO NOT SCALE DRAWINGS

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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LIFE SAFETY PLANS

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3/32" = 1'-0"1

FIRST FLOOR LIFE SAFETY PLAN

3/32" = 1'-0"2

EQUIPMENT PLATFORM LIFE SAFETY PLAN

ASPHALT

CONCRETE CONCRETE

ASPHALT

ACCESS ROAD

C O

N C

R

ET

E

ASPHALTSIOUX FALLS DRIVE

EXISTING PARKING LOT

CP206

CP207

12" CMP

INV = 912.10

FO

MH ELEC

RIM = 916.92

FO

MH ELEC

RIM = 920.42

TRANS

12" CMP

INV = 911.80

FO

MH ELEC

RIM = 913.94

TC 6

TD 4

S

MH SAN

RIM = 910.28

S

MH SAN

RIM = 910.08

TC 6

TD 12

TD 3

B

CP208

B

BB

B

B

B

AC UNIT

SPCAN

M

GM

AC UNIT

B

B

B

B

BBB

TRANS

W V

CP209

GM

TD 5

TD 12

TD 12

TC 12

TC 10

TC 8

B

B

B

B

B

S

MH SAN

RIM = 915.93

8" N IE = 907.20

W V

S

MH SAN

RIM = 916.70

4" IE = 908.40

W V

B

B

B

B

B

B

B

B

B

B

S

MH SAN

RIM = 912.64

8" W IE = 900.64

8" S IE = 901.27

12" CMP

INV = 908.99

12" CMP

INV = 908.68

B

B

B

B

B

B

B

B

CB

ROUND INLET

RIM = 915.44

4" IE = 911.33

B

B

B

B

B

B

W V x x x x x x x x x x x x x

S

S

GM

W V

W V

W V

W V

S

W V W V

W V

W V

S

G

EN

W V

FM

FM

FM

FM

FM FM FM FM FM FM FM FM

x x x x

S

FO

TRANS

FOCFOCFOCFOC

FOC FOC FOC FOC FOC

FO

C

FO

C

FOC FOC FOC FOC FOC

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FOC FOC

FOC FOC FOC FOC FOC FOC FOC

FOC

FOC

W \\A

W

\\A

W\\A// W\\A// W\\A// W\\A//

5 914

7918919

GENERATOR

TRANSFORMER

GAS

4" DOMESTIC WATER

MECHANICAL COURTYARD

FENCE AND PEDESTRIAN GATE

OIL/WATER SEPARATOR

LANDSCAPE AREA

12" CMP

N INV = 911.80

S INV = 912.10

HYDRANT AND VALVE

EXISTING SIDEWALK

BEAM GUARD

VALVE

6" WATERLINE

LIGHT POLE,

TYPICAL

SIDEWALK

EXISTING FIRE STATION

BUILDING B510

FFE = 100'-0" = 916.00

CONCRETE

ASPHALT

COMMUNICATIONS LINE

WASTE

TREATMENT

BUILDING

EXISTING

LIFT

STATION

EXISTING

BUILDING

8" HDPE FORCE MAIN

8" WATERLINE

SCENARIO DR

6" WATER

8" STORM

6" STORM

8" STORM

TURF TURF

TURF

TURF

TURF

TURF

EXISTING FIRE DANGER

SIGN

SURVEY CONTROL DATA

POINT #

CP206

CP207

CP208

CP209

RAW DESCRIPTION

CPS PK

CPS PK

CPS PK

CPS PK

ELEVATION

913.53

916.66

914.18

914.25

NORTHING

207229.148

207195.396

207371.239

207426.715

EASTING

414232.337

413880.332

414144.781

413816.502

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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I 5

R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-021

EXISTING SITE PLAN

ACA

CAJ

PJW

LEGEND:

BOLLARD

CONTROL POINT

TREE, DECIDUOUS

TREE, CONIFEROUS

FIRE HYDRANT

INLET, ROUND

INLET, SQUARE

MANHOLE, FIBER OPTIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

SIGN

WATER VALVE

GAS

ELECTRIC, UNDERGROUND

FENCE

FIBER OPTIC CABLE

SANITARY SEWER

STORM SEWER / CULVERT

WATER

TELEPHONE

VEGETATION

ABANONDED WATER LINE

EXISTING CONTOUR LINES

B

CB

CB

FO

S

D

W V

W\\A// xxx.x xxx.x

SURVEY DATA:

SURVEY DATE(S) JULY, 2020

COORDINATE SYSTEM WCCS JUNEAU COUNTY

VERTICAL DATUM USGS NAVD 88

CONTROL SOURCE WISCORS

SURVEY UNITS US SURVEY FOOT

SITE SURVEY PLAN NOTES:

1. CONTOUR INTERVALS SHOWN ARE 1.0'.

2. PRIVATE SUBSURFACE UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON GROUND

MARKINGS PLACED BY CLIENT REPRESENTATIVE. MARKINGS MAY NOT BE BY BENEFIT OF

SUBSURFACE DETECTING INSTRUMENTS AS SOME WERE MARKED PER PERSONNEL BEST

RECOLLECTION.

3. PUBLIC SUBSURFACE UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON GROUND

MARKINGS PLACED BY DIGGERS HOTLINE. DIGGERS HOTLINE DOES NOT GUARANTEE THE

PRECISION OF THEIR MARKINGS. IN ACCORDANCE WITH WISCONSIN LAW, SUBSURFACE

UTILITIES MUST BE EXPOSED VIA HAND DIGGING BEFORE MACHINE DIGGING IS

PERMISSABLE. UTILITY LOCATION MARKINGS ARE VALID FOR ONLY 10 DAYS.

CONTRACTOR MUST ORDER NEW UTILITY LOCATE PRIOR TO ANY EXCAVATION.

4. SANITARY SEWER AND STORM SEWER LOCATIONS HAVE BEEN DETERMINED BY

OBSERVABLE SURFACE STRUCTURES AND RESPECTIVE FEATURES. INTERMEDIATE PIPE

LOCATIONS ARE APPROXIMATE AS ACCURATE LOCATIONS WERE NOT AVAILABLE AT TIME

OF SURVEY.

5. CONTROL POINTS AND BENCHMARKS SHOWN HEREON ARE FOR REFERENCE PURPOSES

ONLY. PRIOR TO STAKING, THE CONTROL MUST BE INDEPENDENTLY VERIFIED AS

UNDISTURBED. NO WARRANTY IS MADE WITH RESPECT TO THE ACCURACY OF CONTROL

SHOWN HEREON AS THEY ARE SUBJECT TO POTENTIAL DISTURBANCE.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COVERS

AutoCAD SHX Text S

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text

12" PVC W INV = 900.21 12" PVC E INV = 900.07 8" PVC S INV = 900.30

AutoCAD SHX Text

8" PVC N INV = 906.42 8" PVC S INV = 906.53

12" CMP

INV = 912.10

FO

MH ELEC

RIM = 916.92

FO

MH ELEC

RIM = 920.42

TRANS

12" CMP

INV = 911.80

FO

MH ELEC

RIM = 913.94

TC 6

TD 4

S

MH SAN

RIM = 910.28

S

MH SAN

RIM = 910.08

TC 6

TD 12

TD 3

B

B

BB

B

B

B

AC UNIT

SPCAN

M

GM

AC UNIT

B

B

B

B

BBB

TRANS

W V

GM

TD 5

TD 12

TD 12

TC 12

TC 10

TC 8

B

B

B

B

B

S

MH SAN

RIM = 915.93

8" N IE = 907.20

W V

S

MH SAN

RIM = 916.70

4" IE = 908.40

W V

B

B

B

B

B

B

B

B

B

B

S

MH SAN

RIM = 912.64

8" W IE = 900.64

8" S IE = 901.27

12" CMP

INV = 908.99

12" CMP

INV = 908.68

B

B

B

B

B

B

B

B

CB

ROUND INLET

RIM = 915.44

4" IE = 911.33

B

B

B

B

B

B

W V //E//

//E// x x x x x x x x x x x

//E

//E// x x

//S D

//SS//

//SS//

//SS//

S

S

GM

W V

W V

W V

W V

//W//

//W//

S

W V W V

W V

W V

S

G

EN

W V

FM

FM

FM

FM

FM FM FM FM FM FM FM FM

//FNC// //FNC// //FNC// //FNC//

S

FO

//W// //W//

//W

//W

TRANS

//S D

//S

D

FOCFOCFOCFOC

FOC FOC FOC FOC FOC

FO

C

FO

C

FOC FOC FOC FOC FOC

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FOC FOC

FOC FOC FOC FOC FOC FOC FOC

FOC

FOC

//SS//

//S D

//S

D

W \\A

W

\\A

W\\A// W\\A// W\\A// W\\A//

ASPHALT

EXISTING FIRE STATION

BUILDING B510

FFE = 100'-0" = 916.00

CONCRETE

CONCRETE

ASPHALT

ACCESS ROAD

XX

X

X X

X X

XXXXXXXXXXXXXXXXXXXX

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

REMOVE AND REPLACE

TRANSFORMER

REMOVE LIGHT POLE

EXISTING GAS

TO REMAIN

REMOVE 4"

DOMESTIC WATER

REMOVE

LIGHT POLE

SAW CUT PAVEMENT

REMOVE WALLS AND

MECHANICAL COURTYARD

REMOVE SANITARY MANHOLE

REMOVE AND SALVAGE FENCE AND PEDESTRIAN GATE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

REMOVE OIL/WATER SEPARATOR

REMOVE

CONCRETE

REMOVE

ASPHALT

LANDSCAPE AREA:

SALVAGE AND RELOCATE MEMORIAL STONE

AND OUTCROPPING STONES,

REMOVE STONE MULCH AND SHRUB

SIOUX FALLS DRIVE

REMOVE HYDRANT AND VALVE

EXISTING PARKING LOT

EXISTING SIDEWALK TO REMAIN

REMOVE VALVE

REMOVE / RELOCATE 6" WATERLINE

REMOVE TREE

REMOVE TREE

ASPHALT EXISTING ROAD/ASPHALT AND CULVERT TO BE

REMOVED BY OTHERS PRIOR TO

PROJECT START

SAW CUT PAVEMENT

REMOVE

ASPHALT

REMOVE

CONCRETE

REMOVE SANITARY SEWER PIPE

REMOVE SANITARY SEWER PIPE

REMOVE CONCRETE

REMOVE CONCRETE

SIDEWALK

REMOVE CONCRETE

REMOVE

LIGHT POLE

REMOVE

LIGHT POLE

REMOVE WALL

REMOVE WALL

WASTE

TREATMENT

BUILDING

EXISTING

BUILDING

EXISTING

LIFT

STATION

BASE TO REMOVE AND REPLACE EXISTING GENERATOR,

CONTRACTOR TO COORDINATE WITH BASE

REMOVE

BOLLARDS

REMOVE

INLET AND ASSOCIATED

STORM SEWER

ADDITION YAQF049026

RENOVATION YAQF172012

RENOVATION YAQF172012

ADDITION YAQF049026

RENOVATION YAQF172012

ADDITION YAQF049026

R

EN

O

VA

TI

O

N Y

AQ

F1

AD

D

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IO

N

Y

AQ

F0

REMOVE BOLLARDS, TYPICAL

REMOVE SANITARY SEWER PIPE

TO 5' OF BULDING

REMOVE CONCRETE TO SIDEWALK

JOINT LINE TO EXPOSE SAN MH

REMOVE 4" STORM PIPE COORDINATE WITH GAS UTILITY TO REMOVE

METER (SEE MECHANICAL)

REMOVE HVAC

(SEE MECHANICAL)

COORDINATE WITH GAS UTILITY TO REMOVE

AND RELOCATE SERVICE (SEE MECHANICAL)

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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I 5

R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-041

SITE DEMOLITION

PLAN

ACA

CAJ

PJW

LEGEND:

REMOVE ELECTRIC, UNDERGROUND

REMOVE FENCE

REMOVE SANITARY SEWER

REMOVE STORM SEWER

REMOVE WATER LINE

ABANONDED WATER LINE

SAW CUT PAVEMENT

ASPHALT REMOVAL

CONCRETE REMOVAL

//E//

//FNC//

//SS//

//SD//

//W//

W\\A//

XXXXXXXXXXXXXXXXXXX

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COVERS

S

FO

FO FO

TC 6

TD 4

S

S

TC 6

TD 12

B

B

B

B

BBB

TRANS

W V

TD 12

TD 12

TC 12

TC 10

TC 8

B

B

B

B

B

S

S

S

B

B

B

B

B

B

W V x x x x x x x x x x x x x

S

S

GM

W V

W V

W V

W V

S

W V W V

W V

W V

S

G

EN

W V

S

FO

TRANS

ACCU-1

ACCU-3

LOBBY

ADA

RESTROOM

TRAINING

CONTROL RM

CIRCULATION

ASST CHIEF

CHIEF

ASST CHIEF

ASST CHIEF

CLERICAL

OFFICE

MENS

SHOWERS

MENS

LOCKERS

KITCHEN

MENS SINK

MENS

VESTIBULE

DAY ROOM

STORAGE

CIRCULATION

DORM

COMM RM

MECHANICAL

ELECTRICAL

DORM

LAUNDRY/

JANITOR

DORM

DORM

WOMENS

LOCKER

WOMENS

RESTROOM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

APPARATUS

BAY - SOUTH

APPARATUS

BAY - NORTH

PPE

STORAGE

MENS TOILET

CIRCULATION

WOMENS

VESTIBULE

ALIGN

W V x x x x

XFMR

W V

GEN

B

B

W V W V

S

HH

BB

SIOUX FALLS DRIVE

ACCESS ROAD

EXISTING ASPHALT

EXISTING ASPHALT

EXISTING TURF

EXISTING TURF

TURF

CONNECT FENCE

TO EXISTING

REINSTALL SALVAGED FENCE OR

FENCE TO MATCH EXISTING

REINSTALL SALVAGED

PEDESTRIAN

GATE

5' WIDE CONCRETE SIDEWALK

ACCESS TO PARKING LOT

(SEE 5/C-502)

EXISTING

FIRE DANGER SIGN

42.7' 34.7'

EXISTING PARKING LOT

CONCRETE STOOP

(SEE STRUCTURAL)

SCENARIO DR

FIRE STATION

BUILDING B510

FFE = 100'-0" = 916.00

AD

D

IT

IO

N

5' WIDE SIDEWALK

ASPHALT

SIDEWALK

LANDSCAPE STONE

TURF

EXISTING ASPHALT

ADDITION

ADDITION

AD

D

IT

IO

N

EXISTING

CONCRETE

LANDSCAPE

STONE

LA

N

D

SC

AP

E

ST

O

N E

WASTE

TREATMENT

BUILDING

EXISTING

LIFT

STATION

EXISTING

BUILDING

EXISTING

CONCRETE

ASPHALT

22.0'

22.0'

12.0'

LANDSCAPE

STONE

RELOCATED

MEMORIAL

(2) BOLLARDS

(SEE 7/C-502)

(2) BOLLARDS

(SEE 7/C-502)

REINFORCED

CONCRETE

APRON

(SEE 2/C-502)

REINFORCED

CONCRETE

APRON

(SEE 2/C-502)

GENERATOR PAD

(SEE STRUCTURAL)

CONCRETE SLAB

(SEE STRUCTURAL)

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-101

SITE IMPROVEMENTS

PLAN

ACA

CAJ

PJW

LEGEND:

BOLLARD

ELECTRIC TRANSFORMER BOX

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORM INLET, ROUND

STORM SEWER MANHOLE

TELECOMMUNICATIONS

WATER VALVE

FENCE

ASPHALT

CONCRETE

B

XFMR

S

CB

D

HH

W V x

S

S

B

B

B

B

BBB

TRANS

W V

B

B

B

B

B

S

S

S

B

B

B

B

B

B

W V x x x x x x x x x x x x x

S

S

GM

W V

W V

W V

W V

S

W V W V

W V

W V

S

G

EN

W V

S

FO

TRANS

ACCU-1

ACCU-3

LOBBY

ADA

RESTROOM

TRAINING

CONTROL RM

CIRCULATION

ASST CHIEF

CHIEF

ASST CHIEF

ASST CHIEF

CLERICAL

OFFICE

MENS

SHOWERS

MENS

LOCKERS

KITCHEN

MENS SINK

MENS

VESTIBULE

DAY ROOM

STORAGE

CIRCULATION

DORM

COMM RM

MECHANICAL

ELECTRICAL

DORM

LAUNDRY/

JANITOR

DORM

DORM

WOMENS

LOCKER

WOMENS

RESTROOM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

APPARATUS

BAY - SOUTH

APPARATUS

BAY - NORTH

PPE

STORAGE

MENS TOILET

CIRCULATION

WOMENS

VESTIBULE

ALIGN

W V x x x x

XFMR

W V

GEN

B

B

W V W V

S

HH

BB

ACCESS ROAD

EXISTING ASPHALT

EXISTING ASPHALT

EXISTING TURF

EXISTING PARKING LOT

5.7

5.6

915.93

0.

9.

3.76%

SCENARIO DR

FIRE STATION

BUILDING B510

FFE = 100'-0" = 916.00

AD

D

IT

IO

N

CONCRETE

APRON

TURF

EXISTING

ASPHALT

ADDITION

ADDITION

AD

D

IT

IO

N

CONCRETE

APRON

EXISTING

CONCRETE

3.

4.0

915.0

6.

0917.0

8.

9.

0.

0.

2.

3.

4.

5.

5916.5917.5

8.

9.

910.0

911.0

912.0

912.0

913.0

913.0

914.0

914.0

910.5

911.5

912.5

912.5

913.5

913.5

914.5

914.5

EXISTING

WASTE

TREATMENT

BUILDING

EXISTING

LIFT

STATION

EXISTING

BUILDING

EXISTING

CONCRETE

913.0

2.

3.

4.

5.

5.

5.

TURF

5.8

5.8

915.79 91 5.7

915.74 915.75

5.8

5.8

915.80

913.87

915.71

2.5

1.5

5.

5.4

3.7

5.0

4.7

5.2

4.5

5.4

5.7

4.4

EXISTING TURF

EXISTING TURF

6.0

5.7

5.8

5.

5.8

4.6

5.2

3.46%

2.40%

2.74%

2.14%

2.14%

2.1 4%

2.32%

2.32%

3.94%

2.14%

1.03%

5.99%

2.48%

4.72%

1.

0.65%

1.11%

8.23%

-9:1

5.98%

5.7

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

2.61%

3.52%

5.8

3.81%

9.4

9.4

0.6

0.5

915.82

915.71

5.6

3.2

7.

7.

5.86%

-6:1

-6:1

5.

4.

5.

916.0

917.0

918.0

9.

INSTALL EROSION MAT

ON ENTIRE SWALE LENGTH

5.7

5.8

915.85

915.85

5.

5.

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DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-121

SITE GRADING AND

EROSION CONTROL

PLAN

ACA

CAJ

PJW

EROSION CONTROL PLAN NOTES:

1. CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL SHALL COMPLY WITH THE

REQUIREMENTS OF THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES.

2. ALL EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS.

3. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING OR

DISTURBANCE OF SURFACE MATERIAL.

4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NEEDED.

5. EROSION AND SEDIMENT CONTROL SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF

ANY RAIN EVENT OF 0.5-INCHES OR MORE IN A 24 HOUR PERIOD. A LOG OF ALL INSPECTIONS

SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL OF ALL SEDIMENT

LEAVING THE SITE. EROSION CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE

END OF EACH WORKING DAY.

7. EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE SITE

IS FULLY STABILIZED.

8. DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OF THE END OF THE

DISTURBANCE.

LEGEND:

INLET PROTECTION

EXISTING CONTOUR LINES

PROPOSED CONTOUR LINES

GRADING LIMITS

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

EROSION MAT

FINISHED / PROPOSED SPOT ELEVATION

FINISHED / PROPOSED SLOPE

xxx.x xxx.x xxx(.xx) xxx(.xx)

0.2

2%

3:1

TC 6

TD 4

S

S

TC 6

TD 12

B

B

B

B

BBB

TRANS

W V

TD 12

TD 12

TC 12

TC 10

TC 8

B

B

B

B

B

S

S

B

B

B

B

B

B

W V x x x x x x x x x x x x x

S

S

GM

W V

W V

W V

W V

S

W V W V

W V

W V

S

G

EN

W V

FM

FM

FM

FM

FM FM FM FM FM FM FM FM

S

FO

TRANS

FOCFOCFOCFOC

FOC FOC FOC FOC FOC

FO

C

FO

C

FOC FOC FOC FOC FOC

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FOC FOC

FOC FOC FOC FOC FOC FOC FOC

FOC

FOC

W \\A

W

\\A

W\\A// W\\A// W\\A// W\\A//

SIOUX FALLS DRIVE

ACCESS ROAD

ACCU-1

ACCU-3

6" CW

(ABANDONED)

8" ST(E)

LOBBY

ADA

RESTROOM

TRAINING

CONTROL RM

CIRCULATION

ASST CHIEF

CHIEF

ASST CHIEF

ASST CHIEF

CLERICAL

OFFICE

MENS

SHOWERS

MENS

LOCKERS

KITCHEN

MENS SINK

MENS

VESTIBULE

DAY ROOM

STORAGE

CIRCULATION

DORM

COMM RM

MECHANICAL

ELECTRICAL

DORM

LAUNDRY/

JANITOR

DORM

DORM

WOMENS

LOCKER

WOMENS

RESTROOM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

DORM

APPARATUS

BAY - SOUTH

APPARATUS

BAY - NORTH

PPE

STORAGE

MENS TOILET

CIRCULATION

WOMENS

VESTIBULE

ALIGN

W V x x x x

W

W W W W W W

W W

W W

XFMR

W VE

E

E

E

E

E

E

E

E

E

GEN

E

B

B

SD

SD

W V W V

G

S

SS

SS

SS

HH

BB

SAND AND OIL SEPARATOR

AND PIPING

(SEE PLUMBING)

HYDRANT

6"x8" TEE

6" VALVE

6 LF-6" HYD LEADTRANSFORMER

AND 15KV FEED,

PAD MOUNTED SWITCH

(SEE ELECTRICAL)

8" FIRE WATER LINE

4" SANITARY

INV EL = 912.50

FOR CONTINUATION

SEE PLUMBING

8" VALVE

126 LF-8" WM

(TEE-BEND)

CONNECT TO

EXISTING 6" WATERMAIN

CONNECT TO EXISTING

MV PADMOUNTED SWITCHGEAR

(SEE ELECTRICAL)

SC

EN

AR

IO

D R

CONNECT TO

EXISTING 6" WATERMAIN

3" DOMESTIC WATER SERVICE

GENERATOR AND PAD

(SEE ELECTRICAL AND STRUCTURAL)

ADDITION

ADDITION

AD

D

IT

IO

N

AD

D

IT

IO

N

FIRE STATION

BUILDING B510

FFE = 100'-0" = 916.00

EXISTING 6" WATER

EXISTING 8" FORCEMAIN

EXISTING

LIFT

STATION

WASTE

TREATMENT

BUILDING

EXISTING

BUILDING

EXISTING 8" STORM PIPE

6" STORM

FOR CONNECTION

SEE PLUMBING

6"x8" REDUCER

20 LF-8" WM

(TEE-BEND)

15 LF-8" WM

(BEND-BEND)

60 LF-8" WM

(BEND-TEE)

6"x8" REDUCER

CONNECT GAS TO EXISTING

BY UTILITY

(SEE MECHANICAL)

94 LF - 8" SDR 35 SANITARY @ 1.00%

CORE EX SAN MH

RIM = 915.93

INV=TBD 4" E

INV=908.00 8" S

SAN MH 1

RIM= 915.45

INV= 908.94 8" NW

DEPTH =6.51'

EXISTING 4" PIPE PENETRATIONS

SHALL BE CAPPED AND SEALED

12 LF-8" WM

(TEE-BEND)

18 LF-8" WM

(BEND-REDUCER)

GAS SERVICE

(SEE MECHANICAL)

(SEE TECHNOLOGY)

23 LF - 6" STORM @ 1.00%

CONNECT TO EXISTING 6" STORM

EXISTING 6" STORM PIPE

4" STORM (SEE PLUMBING)

26 LF - 6" STORM @ 1.00%

59 LF - 6" STORM @ 1.00%

CONNECT TO 4" STORM

8"x8" TEE

35.5'

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SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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I 5

R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-141

SITE UTILITIES PLAN

ACA

CAJ

PJW

LEGEND:

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORM INLET, ROUND

STORM SEWER MANHOLE

WATER VALVE

GAS

ELECTRIC, UNDERGROUND

SANITARY SEWER

STORM SEWER / CULVERT

WATER

S

CB

D

W V

G

E

SS

SD

W

SITE UTILITY PLAN NOTES:

1. CONTRACTOR SHALL CONFIRM DEPTH OF EXISTING SANITARY LATERAL FROM EXISTING TRENCH

DRAINS AND COORDINATE WITH ENGINEER TO SET DEPTH OF OIL/SAND SEPARATOR.

2. HYDRANT SHALL BE 7' BURY WATEROUS.

SECTION

PERSPECTIVE

UNDISTURBED GROUND

GEOTEXTILE FABRIC

(SEE SPECIFICATION NOTES)

2'

MINIMUM 8-INCH FABRIC IN A

4x4-INCH TRENCH OR A

4-INCH DEEP V-TRENCH,

TRENCH SHALL BE

BACKFILLED & COMPACTED

8" M

IN

IM

U M

FLOW

FLOW

3'MAXIMUM

(SEE NOTE 4)

2x2-INCH HARDWOOD

POST OR EQUIVALENT

TRENCH

GROUND

SURFACE

2' ±

TWIST METHOD

HOOK METHOD

FL

O

W

FL

O W

JOINING TWO LENGTHS OF SILT FENCE

SILT FENCE NOTES:

1. ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN ELEVATION TO PREVENT FLANKING.

2. STAPLE FABRIC WITH MINIMUM 1/2-INCH STAPLES TO THE UPSLOPE SIDE OF THE POSTS.

3. FABRIC SHALL BE FROM A CONTINUOUS ROLL IF POSSIBLE. WHEN TWO SECTIONS OF FILTER

FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY EITHER THE HOOK METHOD

WHERE TWO FENCES ARE OVERLAPPED 2'-0" AND EACH FENCE END IS ANGLED TOWARD THE

FLOW DIRECTION FOR THE 2'-0" LENGTH OR THE TWIST METHOD WHERE THE ENDS OF THE TWO

FENCES ARE OVERLAPPED AND TWISTED 180° UNTIL TWO POSTS ARE TOGETHER.

4. 8'-0" POST SPACING ALLOWED IF A WOVEN FABRIC IS USED.

5. FOLLOW WISCONSIN DNR TECHNICAL STANDARD 1056.

GEOTEXTILE FABRIC SPECIFICATIONS:

1. GRAB STRENGTH: 120 LB. MIN. IN ANY PRINCIPAL DIRECTION (ASTM-D-1682)

2. MULLEN BURST: MIN. 200 P.S.I. (ASTM D-3786)

3. EQUIVALENT OPENING SIZE:

· BETWEEN 50 AND 140 FOR SOILS WITH MORE THAN 15 PERCENT BY WEIGHT PASSING A NO.

200 SIEVE.

· BETWEEN 20 AND 50 FOR SOILS WITH LESS THAN 15 PERCENT BY WEIGHT PASSING A NO.

200 SIEVE.

4. WATER FLOW RATE OF 10 GAL/MIN/SQ.FT. AT 50MM CONSTANT HEAD IS DETERMINED BY

MULTIPLYING PERMITTIVITY IN SEC-1 AS DETERMINED BY ASTM D-4491 BY A CONVERSION

FACTOR OF 74.

5. ULTRA VIOLET RADIATION STABILITY OF 90%.

6. FABRIC WITH SUPPORT NETTING SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE

NETTING WITH A 3/4 INCH SPACING OR EQUIVALENT. A HEAVY DUTY NYLON TOP SUPPORT

CORD OR EQUIVALENT IS REQUIRED.

GEOTEXTILE

FABRIC

POST

POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

POST GEOTEXTILE

FABRIC

POST

1' M

IN

IM

U M

M

AX

IM

U

M

2'

MAXIMUM

NOT TO SCALE1 SILT FENCE DETAIL

RO

AD

W

AY

NOTE:

MAINTAIN THE TRACKING PAD IN A CONDITION TO PREVENT SEDIMENT FROM LEAVING THE

SITE. SHOULD MUD BE TRACKED OR WASHED ONTO EXISTING PAVEMENT, IT MUST BE

REMOVED IMMEDIATELY.

5.

5.

10.00'

50.00'MINIMUM

.0

0' M

IN

IM

UM

3-INCH TO 6-INCH

WASHED STONE

EXISTING PAVEMENT

10' 4' 36'

MINIMUM

LEVEL SECTION

6-INCH HUMP TO DIVERT

RUNOFF FROM PAVED ROAD

6" M

IN

IM

U M

M

IN

IM

U

M

PLAN

SECTION

NOT TO SCALE2

STABILIZED CONSTRUCTION

ENTRANCE

2%

4.

2.

5.

1.

3(A)

3(B)

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING SEED.

2. BEGIN AT THE TOP OF THE SLOPE OR CHANNEL BY ANCHORING THE

BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT

THE TRENCH AFTER STAPLING.

3. ROLL THE BLANKETS (3A.) DOWN OR (3B.) HORIZONTALLY ACROSS THE

SLOPE.

4. THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH 4"

OVERLAP. USE ONLY BIODEGRADABLE STAPLES.

5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE OR CHANNEL,

PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6"

OVERLAP. STAPLE APPROXIMATELY 12" APART.

6. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SLOPE OR

CHANNEL BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS

AS RECOMMENDED BY THE MANUFACTURER.

7. USE EROSION CONTROL REVEGETATIVE MAT (ECRM) CLASS-1, TYPE-B.

CHANNEL INSTALLATION

SLOPE INSTALLATION

2' M

IN

NOT TO SCALE4

EROSION MAT INSTALLATION

DETAIL

GENERAL NOTES

WASHOUT LOCATION SHALL BE MARKED WITH A SIGN.

IF PROJECT SITE WARRANTS, ADDITIONAL SIGNAGE MAY BE REQUIRED TO DIRECT CONCRETE WASHOUT

ACTIVITIES TO THE WASHOUT LOCATION(S).

WASHOUT SHALL BE INSPECTED DAILY FOR LEAKS AND REPAIRED AS NECESSARY.

PUMPING OF WASH WATER MAY BE REQUIRED IF ADEQUATE SPACE IS NOT AVAILABLE FOR NEXT

CONCRETE POUR.

REPLACEMENT WASHOUT, SHALL BE CONSIDERED INCIDENTAL.

PORTABLE CONTAINERS SHALL BE IMPERMEABLE AND EASILY MOVED WITHOUT OVERFLOW.

SECTION A-A

ABOVE

GROUND

WASHOUT

PORTABLE

CONTAINER

(LAYOUT MAY VARY)

EXISTING GROUND

PLAN

10' MINIMUM

VARIES

CONCRETE

WASHOUT SIGN

SILT FENCE

STRAW BALE, ABOVE GROUND ONLY

STAPLE, TYP

METAL OR WOOD STAKE, TYP

* LINERWASHOUT

AREA

STAPLE

DETAIL

2"

4"

1/8" DIAZ.

STEEL WIRE

STAPLE (2 PER BALE)

METAL OR WOOD STAKES

(2 PER BALE)

NATIVE MATERIAL

(OPTIONAL)

* LINER

SECTION A-A

BELOW GROUND

WASHOUT

PLAN

CONCRETE

WASHOUT SIGN

WASHOUT

AREA

3' M

IN

IM

U M

* LINER

SILT FENCE MARKER

1:1OR<

* LINER OPTIONS:

· EPDM LINER, 10 MIL

THICK MINIMUM

· CLAY LINER, 12"

MINIMUM

STRAW BALE

EXISTING

GROUND

A A

NOT TO SCALE

CONCRETE WASHOUT DETAIL3

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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I 5

R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-501

SITE DETAILS -

EROSION

ACA

CAJ

PJW

ASPHALT PAVEMENT

(2-INCH BINDER, 2-INCH SURFACE)

4" 9"

SUBGRADE

BASE COURSE

NOT TO SCALE1

ASPHALT PAVEMENT DETAIL

1% SLOPE

NOT TO SCALE5

CONCRETE SIDEWALK

DETAIL

4" SEE PLAN FOR WIDTH 4"

4" THICK

4000 PSI CONCRETE

PLACE JOINTS 4' TO 6' APART

4" THICK GRANULAR FILL

4'

-0

3' -6

2'-0"

FINISHED SURFACE

8-INCH DIAMETER SCHED 40 GALVANIZED

STEEL PIPE WITH GROUT FILL,

PIPE SLEEVE OR PAINT AS INDICATED,

COLOR BY OWNER

ENCASE BOLLARD POST IN CONCRETE

NOT TO SCALE7 BOLLARD DETAIL

SECTION

8-INCH THICK PORTLAND

CEMENT PAVEMENT PER SPECIFICATIONS

6-INCH MINIMUM THICK BASE COURSE

PER SPECIFICATIONS

SUBGRADE

NOT TO SCALE

REINFORCED CONCRETE PAVEMENT DETAIL2

NOT TO SCALE

LANDSCAPE BORDER DETAIL6

EXTERIOR BUILDING FACE

4"

4-INCH DEPTH

1 1/2" WASHED RIVER STONE

GEOTEXTILE FABRIC

SEE PLAN

TREATED 2"x4" NO. 2

CONSTRUCTION LUMBER

T

T/

9.5" 9.5"

EPOXY-COATED SMOOTH STEEL DOWELS, 1" IN DIAMETER, 19' IN

LENGTH, SPACED AT 12", PLACED IN BOTH DIRECTIONS.

(NOTE: PAINTED CAN BE SUBSTITUTED FOR EPOXY COATED.)

(OIL PRIOR TO CONCRETE PLACEMENT).

NOTES:

1. T = PAVEMENT THICKNESS (SEE PAVEMENT DETAIL).

JOINT SEALER

3"

MAX

T/4 + 1"

WELDED FABRIC

AT LOCATIONS SHOWN

T/

9.5' 9.5'

T

DOWELS THAT NEED TO BE DRILLED INTO EXISTING CONCRETE SHALL HAVE

HOLE BLOWN CLEAN & DOWEL EPOXIED. ALSO PLACE AT EXISTING

PAVEMENTS WHERE INDICATED & AT CONTINUATION OF NEXT DAY PAVING.

EPOXY-COATED SMOOTH STEEL DOWELS, 1" IN DIAMETER, 19' IN LENGTH,

SPACED AT 12", PLACED IN BOTH DIRECTIONS. (NOTE: PAINTED CAN BE

SUBSTITUTED FOR EPOXY COATED.) (OIL PRIOR TO CONCRETE PLACEMENT).

JOINT SEALER

3"

MAX

T/4 + 1"

WELDED FABRIC

AT LOCATIONS SHOWN

NOTES:

1. SEALANT RESERVOIR SIZED TO PROVIDE PROPOSED SHAPE FACTOR W/D AS

RECOMMENDED BY THE SEALANT MANUFACTURER FOR OPTIMUM

PERFORMANCE.

2. ROD BACKUP MATERIAL SHALL BE COMPATIBLE WITH THE TYPE OF SEALANT

USED AND SIZED TO PROVIDE THE ADEQUATE SHAPE FACTOR.

3. T = JOINT THICKNESS (SEE JOINT DETAILS).

JOINT SEALING FILLER

ROD BACK-UP MATERIAL

CONSTRUCTION JOINT

BETWEEN SLABS

SAWED JOINT

1/4" - 3/8"

3/8"

D

1/

4" M

IN

T

T/

1/8" SAWED JOINT

FOR CONTRACTION JOINTS

NOT TO SCALE

DOWELED CONTRACTION JOINT DETAIL8

NOT TO SCALE

DOWELED CONSTRUCTION JOINT DETAIL9

NOT TO SCALE

JOINT SEALER FOR

CONTRACTION / CONSTRUCTION JOINTS10

SECTION

NEW ASPHALT

NEW BASE COURSE

EXISTING ASPHALT

EXISTING

BASE COURSE

VERTICALLY SAW CUT EXISTING ASPHALT AND

APPLY TACK COAT TO VERTICAL EDGE PRIOR TO

PLACING NEW ASPHALT

NOT TO SCALE3

PAVEMENT TRANSITION NEW TO

EXISTING ASPHALT PAVEMENT DETAIL

EXISTING PAVEMENTNEW PAVEMENT

COMPACTED

SUBGRADE

SECTION

ASPHALT

BASE COURSE

CONCRETE PAVEMENT / APRON

BASE COURSE

APPLY SILICONE BASED JOINT

SEALANT AT SURFACE OF PAVEMENT

INTERFACE

NOT TO SCALE4

PAVEMENT TRANSITION ASPHALT

TO CONCRETE DETAIL

CONCRETE PAVEMENTASPHALT PAVEMENT

COMPACTED

SUBGRADE

DOME TOP AND TROWEL SMOOTH

6"

DOME TOP AND TROWEL SMOOTH

6x6-W1.4xW1.4 WWF REINFORCEMENT AT PAVEMENT

MID-DEPTH

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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I 5

R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-502

SITE DETAILS

ACA

NOT TO SCALE2 WATERMAIN BEDDING DETAIL

NOTE:

BOTTOM OF TRENCH SHALL BE THE PIPE O.D. PLUS 16-INCHES

EXCAVATED

MATERIAL

BEDDING PER THE

SPECIFICATIONS

UNDISTURBED SOIL

PIPE O.D.

4"

NOT TO SCALE3 PVC PIPE BEDDING DETAIL

D

EP

TH

T

O E

XI

ST

IN

G

M

AI

N

VALVE AND VALVE BOX

AS SPECIFIED

GRADE

EXTENDED NUT,

IF REQUIRED

VALVE

WATER

MAIN

CONCRETE REACTION BLOCK

NOT TO SCALE1

VALVE & VALVE BOX

INSTALLATION DETAIL

BRG. FACE

1'-0" MIN.

BRG. FACE

BRG. FACE

BEND - PLAN

PLUG - PLAN

TEE - PLAN

BRG.

FACE

SQ FT.

FITTING

90°BEND

45°BEND

TEE, HYD., PLUG

90°BEND

45°BEND

TEE, HYD., PLUG

90°BEND

45°BEND

TEE, HYD., PLUG

90°BEND

45°BEND

TEE, HYD., PLUG

PIPE DIA.

6" 6" 6" 8" 8" 8" 10", 12" 10", 12" 10", 12" 14", 16" 14", 16" 14", 16"

NOT TO SCALE

CONCRETE REACTION BLOCKING DETAIL4

NOTES:

1. 4-FOOT DIAMETER MANHOLE SHALL BE

CONSIDERED STANDARD.

2. PROVIDE LARGER DIAMETER MANHOLES

WHERE SHOWN ON PLAN.

3. MANHOLE BASE SHALL BE CAST

MONOLITHICALLY WITH THE BARREL SECTION.

BOTTOM BARREL SECTION SHALL BE A MINIMUM

OF 28 INCHES HIGH.

4. PROVIDE A MINIMUM OF 4-INCHES OF RING

ADJUSTMENT.

5. WHEN ADDITIONAL ADJUSTMENT IS REQUIRED,

IT SHALL BE DONE WITH A COMBINATION OF

RINGS THICKER THAN 2-INCHES.

CASTING

(R-1558 OR EQUAL)

ADJUSTING RINGS,

2" MINIMUM

ECCENTRIC

CONE

SECTION

MANHOLE

STEPS 16" O.C.

CONCRETE

BENCH

5"

MIN

MAXIMUM PIPE

INSIDE DIAMETER

STRAIGHT

THROUGH TO 45°

DEFLECTION

MAXIMUM PIPE

INSIDE DIAMETER

90° DEFLECTION

4' MANHOLE 18" 18"

5' MANHOLE 30" 27"

6' MANHOLE 42" 30"

4"

COMPACTED 3/4"

GRANULAR BASE

6"

NOT TO SCALE

SANITARY SEWER MANHOLE DETAIL6

W

AT

ER

M

AI

N

HYD. LEAD

PLAN

HYDRANT TO BE INSTALLED FIRMLY

AND PLUMBED AGAINST

UNDISTURBED SOIL OR USING

COMPACTED GRANULAR FILL SOILS

THE VALVE BOX SHALL NOT TRANSMIT

SHOCK OR STRESS TO THE VALVE. IT

SHALL BE CENTERED AND PLUMB OVER

THE WRENCH NUT OF THE VALVE WITH

THE BOX COVER FLUSH WITH FINISHED

GRADE, INSTALL VALVES IN LEAD ONLY

WHEN ORDERED BY OWNER

DRAINAGE PIT 2-FEET IN DIAMETER AND

3-FEET DEEP SHALL BE EXCAVATED

BELOW EACH HYDRANT AND FILLED

(AND COMPACTED) WITH CRUSHED

STONE ASTM D448-NO. 67, A LEVEL OF

6-INCHES ABOVE THE DRAIN OPENING

PLACE CLAMPS AND RODS ON ALL HYDRANTS

AND LEADS. RODS: 3/4-INCH DIAMETER,

ASTM A307. CARBON STEEL, GRADE A

CLAMPS: 1/2"x2" FORMED STRAPS, ASTM #36

BOLTS: 5/8" DIAMETER, ASTM A325

BITUMINOUS CAT JOINT

RESTRAINING MATERIAL

M

IN

IM

U

M C

O

VE

R

" 3 PIECE VALVE BOX AND

LID (AS REQUIRED)

REACTION BLOCK

3000 P.S.I. CONCRETE

REACTION BLOCK

3000 P.S.I. CONCRETE

WHEN HYDRANT DRAIN IS BELOW THE

WATER TABLE, THE DRAIN HOLE SHALL

BE PLUGGED, AND THE OWNER NOTIFIED

THAT PUMPING WILL BE REQUIRED TO

PREVENT FREEZING OF WATER IN THE

BARREL.

REACTION BLOCK

3000 P.S.I. CONCRETE

VALVE

HYDRANT

NOT TO SCALE5

FIRE HYDRANT INSTALLATION

DETAIL

NOTE: BOTTOM OF TRENCH SHALL BE

THE PIPE O.D. PLUS 16 INCHES

12"

CRUSHED STONE BEDDING

EXCAVATED

MATERIAL

PIPE O.D.

4"

FINISHED GRADE

5.

5'

M

IN

IM

U

M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-503

SITE DETAILS -

UTILITIES

ACA

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited.

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R3141400-191065.01 May 4, 2022

05/04/22 B3 FINAL

710 Avis Drive, Suite 100, Ann Arbor, MI 48108 phone: 810-956-9300

C-510

FENCE DETAILS

ACA

CAJ

PJW

FA

BR

IC

W

ID

TH

3' -4

6"

10'-0" MAXIMUM

6"

3' -4

" M

IN

16" MIN. DIA.

CONCRETE BASE

BRACE RAIL

LINE POST

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

1'-0"

1'-0"

1'- 6"

6"

(TYP.)

1'-0"

1'-10" 7.5" (T

YP.)

35 DEGREES

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

TOP RAIL OR TENSION WIRE

PULL POST

LINE POST

LINE POST

TRUSS ROD TRUSS ROD

10'-0" MAX. 10'-0" MAX.

'-0

1'-0"

FENCE POST

NO SCALE

NO SCALE

NO SCALE

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

BRACE RAILS

BRACE RAILS

1'-0"

CONCRETE BASE

1 1/2" (TYP.)

1/2"

CHAIN-LINK SECURITY FENCE DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

H-BEAM ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL

GROUNDING DETAIL

TOP OR BRACE RAIL ATTACHMENT

ROUND POST

3/8" PLAIN PIN RIVETED FLUSH

(TYP.)

45 DEGREES

LOCK PIN (TYP.) BARBED WIRE (TYP.)

3/8" PLAIN PIN RIVETED FLUSH

(TYP.)

9-GAGE STEEL TIE WIRES (2'-0"

O.C. MAX.)

TENSION BAND (15" O.C. MAX. AND

WITHIN 4" FROM TOP AND BOTTOM

OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

BARBED WIRE OR

TENSION WIRE

#8 AWG SOLID COPPER WIRE

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC)

3/4" DIA.

COPPER-CLAD

STEEL GROUND

ROD

PROVIDE BRACE PANEL…