472_472_21139_RWG_Cotton VMS Phase 1_Addendum 02 - Complete.pdf

DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 2

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

9/25/2023

PROJECT NAME

Video Management System Upgrade – Phase 1 – G. Robert Cotton Correctional Facility 3500 N. Elm Road, Jackson, MI 49201

FILE NUMBER

472/21139.RWG

PROFESSIONAL

Commtech Design, Inc.

PROJECT DIRECTOR

Rob Gruesbeck

BID OPENING DATE:

10/4/2023

ADDENDUM ITEMS: (attach additional sheets and drawings if required) Attachments:

1. Pre-Bid Attendance Sheet

2. Spec 26 5600.01 – Poles & Bases

3. Spec 32 9200 – Turf & Grasses

4. Drawings: E100, E200, E801, TC110, TC111, TC114, TC302, TC 306, TC320, E200

New Specifications Issued:

1. Electrical

a) 265600.01 – Poles and Bases

b) 329200 – Turf and Grasses

Drawings reissued:

2. E100

a) Added pole schedule for new pole to be added.

3. E200

a) A camera and pole shall be added per Sally Port Master Plan Design.

b) Site Plan background has been updated with hard surfaces of parking lots and entry drives added to provide context to pole/camera location for installation.

4. E801

a) A detail has been added to show more information on the pole, junction box, and chase nipple located at the Sally Port.

b) The verbiage on the hand hole cover has been modified to read “COMMUNICATIONS” instead of

“ELECTRICAL”.

5. TC110

a) Cameras JCF-1113 & JCF-1114 have been updated to camera model ‘CC’ http://www.michigan.gov/SIGMAVSS

6. TC111

a) A 360° Camera JCF-1204 shall be added, previously only shown on site plan.

b) A fixed Camera JCF-1205 & 360° Camera JCF-1206 have been added per Sally Port Master Plan design.

c) 360° Cameras JCF-1343 thru JCF-1351 shall be added to the Education Building Classrooms per

Master Plan Design.

7. TC114

a) ALL 360° cameras in A/B style dorms shall be installed with pendant mounts and installation heights to be determined in field to hang below heating ducts and maximize coverage (typ.).

8. TC305 & TC306

a) 360° Cameras JCF-1343 thru JCF-1351 shall be added to the Education Building Classrooms per

Master Plan Design.

9. TC328

a) A fixed Camera JCF-1205 & 360° Camera JCF-1206 shall be added per Sally Port Master Plan design. Site Plan background has been updated with hard surfaces of parking lots and entry drives.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: Bret Emerson, Commtech Design Inc. DATE: 9/25/2023

APPROVED BY:

PROJECT DIRECTOR: Rob Gruesbeck DATE: 9/25/2023

State of Michigan Matrix Project No. 21316.08 Department of Technology, Management and Budget Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1 File No: 472/21139.RWG Funding Code No.: 472JCFMaintProj

POLES AND BASES 265600.01 - 1

SECTION 265600.01 – POLES AND BASES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Poles.

2. Bases.

1.2 STRUCTURAL ANALYSIS CRITERIA FOR POLE SELECTION

A. Dead Load: Weight of luminaire and its horizontal and vertical supports, lowering devices, and supporting structure, applied as stated in AASHTO LTS-4.

B. Live Load: Single load of 500 lb., distributed as stated in AASHTO LTS-4.

C. Ice Load: Load of 3 lb./sq. ft., applied as stated in AASHTO LTS-4.

D. Wind Load: Pressure of wind on pole and luminaire, calculated and applied as stated in AASHTO LTS- 4.

1. Wind speed for calculating wind load for poles 50 feet or less in height is 70 mph.

1.3 SUBMITTALS

A. Product Data: For each pole, concrete base, and support component. Include data on features, accessories, finishes, and the following:

1. Materials, dimensions, and finishes of poles and concrete bases.

2. Anchor bolts and bolt circle pattern for poles.

3. Details of installation and construction.

B. Shop Drawings:

1. Anchor-bolt templates keyed to specific poles and certified by manufacturer. Retain first subparagraph below if screw foundations are indicated.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

POLES AND BASES 265600.01 - 2

C. Pole and Support Component Certificates: Signed by manufacturers of poles, certifying that products are designed for indicated load requirements in AASHTO LTS-4 and that load imposed by luminaire has been included in design.

D. Qualification Data: For agencies providing photometric data for lighting fixtures.

E. Field quality-control test reports.

F. Operation and Maintenance Data.

G. Warranty: Special warranty specified in this Section.

1.4 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

B. Comply with IEEE C2, "National Electrical Safety Code."

C. Comply with NFPA 70.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Store poles on decay-resistant-treated skids at least 12 inches above grade and vegetation. Support poles to prevent distortion and arrange to provide free air circulation.

B. Retain factory-applied pole wrappings on metal poles until right before pole installation. For poles with nonmetallic finishes, handle with web fabric straps.

1.6 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage.

1. Warranty Period for Poles: Repair or replace poles and standards that fail in finish, materials, and workmanship within manufacturer’s standard warranty period, but not less than three years from date of Substantial Completion.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

POLES AND BASES 265600.01 - 3

1.7 TRANSPORTATION

A. Contractor is responsible for transporting poles to be installed from Jackson Regional Warehouse to site.

PART 2 - PRODUCTS

2.1 POLES AND SUPPORT COMPONENTS, GENERAL REQUIREMENTS

A. Structural Characteristics: Comply with AASHTO LTS-4.

1. Wind-Load Strength of Poles: Adequate at indicated heights above grade without failure, permanent deflection, or whipping in steady winds of speed indicated in Part 1 "Structural Analysis Criteria for Pole Selection" Article, with a gust factor of 1.3.

2. Strength Analysis: poles shall be 7 gage, 55,000 PSI, A153

B. Attachment Provisions: Comply with manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts, unless otherwise indicated.

C. All poles shall be labeled per the drawings and painted on.

D. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components.

1. Materials: Shall not cause galvanic action at contact points.

2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after fabrication, unless stainless-steel items are indicated.

3. Anchor-Bolt Template: Plywood or steel.

2.2 BASES

A. Base material shall be concrete

1. ASTM C150 – Type 1 Portland.

2. Fine and coarse aggregates: ASTM C33, Fine DMOT designated 2NS, coarse MDOT designated

6AA.

3. Water: Clean and not detrimental to concrete.

4. Mix concrete in accordance with ASTM C94. Mixture shall be high-early in accordance with

MDOT concrete P-NC per MDOT standard specifications for construction 2012, section 603 and 801.

B. The concrete depth is indicated on the details.

C. Granular base shall be 21AA crushed limestone.

D. Admixtures:

1. Air entrainment ASTM C260

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

POLES AND BASES 265600.01 - 4

2. Chemical ASTM C494, Type B and D only. Type B – Retarding Type D – Water Reducing and testing.

E. Reinforcement shall be 6 X 6 W4.0 X W4.0 welded wire mesh.

F. PSI of the concrete shall be a minimum of 4,000 W/6-8% air entrainment limestone mix 4.5 to 6.5 slump fiber mesh concrete.

PART 3 - EXECUTION

3.1 CORROSION PREVENTION

A. Steel Conduits: Comply with Section 260533 "Raceways and Boxes for Electrical Systems." In concrete foundations, wrap conduit with 0.010-inch-thick, pipe-wrapping plastic tape applied with a 50 percent overlap.

3.2 POLE INSTALLATION

A. Align pole foundations and poles for optimum directional alignment of luminaires and their mounting provisions on the pole.

3.3 BASE INSTALLATIION

A. Place concrete in accordance with ACI 301.

B. Ensure reinforcement, inserts, and embedded parts are not disturbed during concrete placement.

C. Poor continuously between predetermined construction joints. Do not break or interrupt successive pours in such a way that cold joints can occur.

D. Clearances: Maintain the following minimum horizontal distances of poles from surface and underground features, unless otherwise indicated on Drawings:

1. Fire Hydrants and Storm Drainage Piping: 60 inches.

2. Water, Gas, Electric, Communication, and Sewer Lines: 10 feet.

3. Trees: 15 feet.

E. Raise and set poles using web fabric slings (not chain or cable).

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

POLES AND BASES 265600.01 - 5

3.4 GROUNDING

A. Ground metal poles and support structures according to Division 26 Section "Grounding and Bonding for Electrical Systems."

1. Install grounding electrode for each pole, unless otherwise indicated.

2. Install grounding conductor pigtail in the base for connecting luminaire to grounding system.

B. Ground nonmetallic poles and support structures according to Division 26 Section "Grounding and Bonding for Electrical Systems."

1. Install grounding electrode for each pole.

2. Install grounding conductor and conductor protector.

3. Ground metallic components of pole accessories and foundations.

3.5 FIELD QUALITY CONTROL

A. Inspect each installed pole and all hardware for damage. Replace damaged poles and hardware.

B. Contractor shall provide (1) aiming sessions after CCTV camera installation.

END OF SECTION 265600.01

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 1

SECTION 329200 - TURF AND GRASSES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes but is not necessarily limited to the furnishing and installation of the major items listed below, as indicated on the drawings, as specified herein, and as necessary for the proper and complete performance of the work.

B. Major items:

1. Seeding.

1.2 DEFINITIONS

A. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus.

B. Finish Grade: Elevation of finished surface of planting soil.

C. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil.

D. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This includes insecticides, miticides, herbicides, fungicides, rodenticides, and molluscicides. It also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant.

E. Pests: Living organisms that occur where they are not desired or that cause damage to plants, animals, or people. These include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses.

F. Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surface soil; imported topsoil; or manufactured topsoil that is modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth.

G. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or top surface of a fill or backfill before planting soil is placed.

H. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 2

I. Surface Soil: Whatever soil is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil, but in disturbed areas such as urban environments, the surface soil can be subsoil.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Certification of grass seed.

C. Product certificates.

1.4 QUALITY ASSURANCE

A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress.

1. Pesticide Applicator: State licensed, commercial.

B. Soil Analysis: For each unamended soil type, furnish soil analysis and a written report by a qualified soil-testing laboratory.

1. The soil-testing laboratory shall oversee soil sampling.

2. Report suitability of tested soil for turf growth.

a. State recommendations for nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory planting soil suitable for healthy, viable plants.

b. Report presence of problem salts, minerals, or heavy metals; if present, provide additional recommendations for corrective action.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Seed and Other Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of conformance with state and federal laws, as applicable.

1.6 MAINTENANCE SERVICE

A. Initial Turf Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 3

planted and continue until acceptable turf is established but for not less than the following periods:

1. Seeded Turf: 60 days from date of planting completion.

a. When initial maintenance period has not elapsed before end of planting season, or if turf is not fully established, continue maintenance during next planting season.

PART 2 - PRODUCTS

2.1 SEED

A. Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination tolerances.

B. Grass Seed Mix: Proprietary seed mix as follows:

1. Products:

a. Full sun or light shade: Earth Carpet Madison Parks lawn seed mixture or approved equal with the proportion by weight as follows:

(1) 40 percent Kentucky Bluegrass.

(2) 25 percent Creeping Fescue.

(3) 20 percent Perennial Ryegrass.

(4) 15 percent Chewing Fescue.

2.2 INORGANIC SOIL AMENDMENTS

A. Lime: ASTM C 602, agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows:

1. Class: T, with a minimum of 99 percent passing through No. 8 sieve and a minimum of 75 percent passing through No. 60 sieve.

2. Class: O, with a minimum of 95 percent passing through No. 8 sieve and a minimum of 55 percent passing through No. 60 sieve.

B. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, and with a minimum of 99 percent passing through No. 6 sieve and a maximum of 10 percent passing through No. 40 sieve.

C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 4

D. Aluminum Sulfate: Commercial grade, unadulterated.

E. Perlite: Horticultural perlite, soil amendment grade.

F. Agricultural Gypsum: Minimum 90 percent calcium sulfate, finely ground with 90 percent passing through No. 50 sieve.

G. Sand: Clean, washed, natural or manufactured, and free of toxic materials.

H. Diatomaceous Earth: Calcined, 90 percent silica, with approximately 140 percent water absorption capacity by weight.

I. Zeolites: Mineral clinoptilolite with at least 60 percent water absorption by weight.

2.3 ORGANIC SOIL AMENDMENTS

A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8;

moisture content 35 to 55 percent by weight; 100 percent passing through 3/4-inch sieve;

soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings.

B. Sphagnum Peat: Partially decomposed sphagnum peat moss, finely divided or of granular texture, with a pH range of 3.4 to 4.8.

C. Muck Peat: Partially decomposed moss peat, native peat, or reed-sedge peat, finely divided or of granular texture, with a pH range of 6 to 7.5, and having a water-absorbing capacity of 1100 to 2000 percent.

D. Wood Derivatives: Decomposed, nitrogen-treated sawdust, ground bark, or wood waste; of uniform texture and free of chips, stones, sticks, soil, or toxic materials.

E. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth.

2.4 FERTILIZERS

A. Comply with Section 917.10 of MDOT 2012 Standard Specifications for Construction except as herein specified.

B. Liquid fertilizer for hydroseed: 16-32-4 containing no chlorine.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 5

C. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition:

1. Composition: 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight.

D. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium in the following composition:

1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight.

2.5 PLANTING SOILS

A. Planting Soil: ASTM D 5268 topsoil, with pH range of 5.5 to 7, a minimum of 2 percent organic material content or existing, native surface topsoil formed under natural conditions with the duff layer retained during excavation process. Verify suitability of soil to produce viable planting soil. Clean soil of roots, plants, sod, stones, clods, clay lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement, plaster, building debris, and other extraneous materials harmful to plant growth. Mix soil with the following soil amendments and fertilizers in the following quantities to produce planting soil:

1. Volume of compost per 1000 sq. ft.: 1 CY.

2. Volume of peat per 1000 sq. ft.: 1 CY.

3. Volume of sand per 1000 sq. ft.: 1 CY.

4. Weight of Perlite per 1000 sq. ft.: 1 lb.

5. Weight of Bonemeal per 1000 sq. ft.:10 lbs.

6. Weight of Superphosphate per 1000 sq. ft.: 1 lb.

7. Weight of Commercial Fertilizer per 1000 sq. ft.: 20 lbs.

8. Weight of Slow-Release Fertilizer per 1000 sq. ft.: 1 lb.

2.6 PESTICIDES

A. General: Pesticide, registered and approved by EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 6

PART 3 - EXECUTION

3.1 TURF AREA PREPARATION

A. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 8 inches. Remove stones larger than 1-1/2 inches in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property.

1. Thoroughly blend planting soil off-site before spreading; or spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil.

2. Spread planting soil to a depth of 6 inches but not less than required to meet finish grades after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet.

B. Unchanged Subgrades: If turf is to be planted in areas unaltered or undisturbed by excavating, grading, or surface-soil stripping operations, prepare surface soil as follows:

1. Remove existing grass, vegetation, and turf. Do not mix into surface soil.

2. Loosen surface soil to a depth of at least 6 inches. Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 4 inches of soil.

Till soil to a homogeneous mixture of fine texture.

3. Remove stones larger than 1-1/2 inches in any dimension and sticks, roots, trash, and other extraneous matter.

4. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's property.

C. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future.

D. Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil.

E. Before planting, obtain Engineer's acceptance of finish grading; restore planting areas if eroded or otherwise disturbed after finish grading.

3.2 SEEDING

A. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer.

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 7

B. Sow seed at a total rate of 6 to 8 lb/1000 sq. ft.

C. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with fine spray.

D. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose thickness over seeded areas. Spread by hand, blower, or other suitable equipment.

1. Anchor straw mulch by crimping into soil with suitable mechanical equipment.

E. Protect seeded areas from hot, dry weather or drying winds by applying compost mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a thickness of 3/16 inch, and roll surface smooth.

3.3 TURF MAINTENANCE

A. Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, and performing other operations as required to establish healthy, viable turf. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth turf. Provide materials and installation the same as those used in the original installation.

B. Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain height appropriate for species without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass-leaf growth in initial or subsequent mowings.

C. Apply pesticides and other chemical products and biological control agents in accordance with authorities having jurisdiction and manufacturer's written recommendations. Coordinate applications with Owner's operations and others in proximity to the Work. Notify Owner before each application is performed.

3.4 SATISFACTORY TURF

A. Turf installations shall meet the following criteria:

1. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches.

B. Use specified materials to reestablish turf that does not comply with requirements and continue maintenance until turf is satisfactory.

END OF SECTION 329200

Design and Construction Division G. Robert Cotton Correctional Facility Video Management Upgrade – Phase 1

TURF AND GRASSES 329200 - 8

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POLE

PUMP

PANEL

P

PNL

PVC

PRV-

P-

PB

POLY VINYL CLORIDE

POWER ROOF VENTILATOR

PULL BOX

GENERAL CONTRACTOR

GROUND

HUMIDIFIERH-

GND

GFI

GC

GROUND FAULT INTERUPTER

ABBREVIATIONS LEGEND

POWER

SWITCH

RECEPT

SF-

SWBD

TCC

SPEC

SW

RGC

RTU-

PWR

VOLTS

WATTS

UF

V

W

UL

VL

UNO

UH-

TS

TYP

TR

ROOF TOP UNIT

RECEPTACLE

SWITCHBOARD

UNDER FLOOR

SPECIFICATIONS

RIGID GALVANIZED STEEL CONDUIT

UNLESS NOTED OTHERWISE

UNDERWRITERS' LABORATORIES, INC.

TAMPER PROOF RECEPTACLE

TAMPER PROOF SWITCH

TEMPERATURE CONTROL CONTRACTOR

VERIFY LOCATION WITH OWNER

TYPICAL

UNIT HEATER

SUPPLY FAN

WITH

WITHOUT

W/

XFMR

W/O

WP

TRANSFORMER

WEATHER PROOF

HOUR

LIGHT

JUNCTION BOX

LIGHT CONTROL

ISOLATED GROUND

HORSEPOWER

MINIMUM

MOUNT

MAKE-UP AIR UNIT

MOTOR CONTROL CENTER

MAIN LUG ONLY

MOUNTED

MOUNTING

MAXIMUM

LIGHTING

LT FLEX

MTD

MUAU-

MTG

MLO

MIN

MT

MC

MAX

MCC

LTG

IG

LC

LT

IMC

JB

HR

HVAC

HOA

HP

NORMALLY CLOSED

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

NIGHT LIGHTNL

NTS

NO

NIC

NC

HAND-OFF-AUTO SELECTOR SWITCH

HEATING/VENTILATING/AIR CONDITIONING

INTERMEDIATE METAL CONDUIT

LIQUID TIGHT FLEXIBLE METAL CONDUIT

MECHANICAL CONTRACTOR

HID HIGH INTENSITY DISCHARGE

A

AC

AFF

ACU-

AHJ

AHU-

AS

B-

BC

AIC

ATS

BLDG

CHLR-

CND (C)

CKT BKR

CKT

CUH-

CU-

DISC

DFU-

EF-

EC

DWH-

EBB-

DWG

CT-

EXIST (E)

EWC

FLEX

FLA

FLR

FSES

FLUOR

EMT

ABOVE FINISHED FLOOR

AIR CONDITIONING UNIT

AMPS

ABOVE COUNTER

AIR HANDLING UNIT

AUTOMATIC TRANSFER SWITCH

AMPS INTERUPTING CAPACITY

AUTHORITY HAVING JURISDICTION

ABOVE SHELF

BOILER

BUILDING

BELOW COUNTER

CHILLER

DOMESTIC WATER HEATER

CABINET UNIT HEATER

CIRCUIT

CIRCUIT BREAKER

CONDUIT

CONDENSING UNIT

COOLING TOWER

DUCT FURNACE

DRAWING

DISCONNECT

FOOD SERVICE EQUIP. SUPPLIER

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

ELECTRIC BASEBOARD

ELECTRICAL METALLIC TUBING

EXISTING

EXHAUST FAN

FLOOR

FLUORESCENT

FLEXIBLE CONDUIT

FULL LOAD AMPS

EM EMERGENCY

F/S FIRE/SMOKE

FU- FURNACE

X

X

X

TVSS

VFD

TRANSIENT VOLTAGE SURGE SUPPRESSION

VARIABLE FREQUENCY DRIVEDUPLEX RECEPTACLE

DOCK LIGHT FIXTURE

TELEPHONE / DATA OUTLET

ADDENDUM NOTE

PLAN NOTE

DEMOLITION NOTE

ELECTRICAL SYMBOLS LEGEND

J

SINGLE RECEPTACLE (120 VOLT)

EMERGENCY RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

FLUSH FLOOR BOX

SURFACE FLOOR BOX

SPECIAL EQUIPMENT RECEPTACLE

TELEPHONE OUTLET

DATA OUTLET

POWER POLE

JUNCTION BOX

WALL JUNCTION BOX

PULL (JUNCTION) BOX

UNDERFLOOR JUNCTION BOX

OUTLETS

LIGHT FIXTURE

STRIP FIXTURE

IN-GRADE LIGHT FIXTURE

SPOTLIGHT (number of heads shown) EXIT SIGN (face & direction as shown)

WALL MOUNT LIGHT FIXTURE

CEILING LIGHT FIXTURE

TRACK & FIXTURE

STREET TYPE POLE FIXTURE

POLE MOUNTED LIGHT FIXTURE

EXTERIOR WALL MOUNT LIGHT FIXTURE

WALLPACK LIGHT FIXTURE

SPECIAL PURPOSE LIGHT FIXTURE

HIGH BAY LIGHT FIXTURE

EMERGENCY EGRESS LIGHT FIXTURE

(number of heads shown)

EMERGENCY LIGHT FIXTURE

FIXTURES

SWITCHES

SINGLE-POLE SWITCH

DIMMER SWITCH

TIME SWITCH

KEY SWITCH

MANUAL MOTOR SWITCH

THERMAL OVERLOAD SWITCH

SWITCH WITH PILOT LIGHT

FOUR-WAY SWITCH

THREE-WAY SWITCH

CIRCUITRY and RACEWAYS

UNDERFLOOR DUCT

BUS DUCT

PLUGMOLD AS SPECIFIED

WIREMOLD AS SPECIFIED

FLEXIBLE PIGTAILS/CONNECTIONS

"CONDUIT RUN CONTINUES" INDICATION

END OF CONDUIT RUN, CAP AND STAKE

END OF CONDUIT RUN

HOME RUN (with circuit numbers)

CONDUIT STUB DOWN

CONDUIT STUB UP

CONDUIT INSTALLED

CONDUIT INSTALLED

SERVICE and EQUIPMENT

CAPACITOR

ENCLOSED CIRCUIT BREAKER

TRANSFER SWITCH

WIREWAY

GROUND CONNECTION PER N.E.C.

TELEPHONE TERMINAL BOARD

GENERATOR, KW SHOWN

CURRENT TRANSFORMERS

UTILITY METER, AS REQUIRED

WEATHERHEAD

PANELBOARD, FLUSH MOUNTED

PANELBOARD, SURFACE MOUNTED

COMB. STARTER (BY x/C U.O.N.)

MAGNETIC STARTER (BY x/C U.O.N.)

DISCONNECT SWITCH (fuse size shown)

TRANSFORMER

DESIGNATIONS(by E.C.)

(by others)

TT

G

WW

CT

TS

T

1,3

OR

PM

WM

BD

UFD

F S

J

J

D

PP

J

CEILING MOUNTED WIFI

SSCP

COCCTV

SECURITY SYSTEM CONTROL PANEL

CAMERA

SOUND and SIGNAL

DATA RACK

RACK MOUNTED UPS

FLOOR UPS

DR

RUPS

FUPS

WALL MOUNTED UPSWUPS

POLEP

C

GENERAL ELECTRICAL NOTES

1. ALL WALL AND FLOOR PENETRATIONS THROUGH FIRE RATED WALLS

ARE TO BE SEALED WITH FIRE CAULK TO MAINTAIN ORIGINAL RATING.

2. ALL NON-FIRE RATED WALLS ARE TO BE PATCHED WITH LIKE

MATERIAL TO MAINTAIN ORIGINAL RATING.

3. ALL CONDUITS SHALL BE FIELD ROUTED ALONG EXISTING PIPING

AND STRUCTURAL STEEL.

4. CONTRACTORS SHALL VISIT THE PROJECT SITE DURING PRE-BID

WALK THROUGH TO DETERMINE THE EXACT EXTENT OF THE

DEMOLITION WORK REQUIRED BEFORE BIDDING THE PROJECT.

5. REMOVE ALL EXISTING OBSOLETE EXPOSED CONDUIT, WIRE AND

UNUSED EQUIPMENT WHERE WORK IS BEING DONE EXCEPT ITEMS

NOTED OTHERWISE.

6. WHERE BUILDING SURFACES ARE DAMAGED BY THE REMOVAL OF

OLD WORK, SURFACES SHALL BE PATCHED TO MATCH ADJACENT.

7. EXISTING WORK WHICH IS PRESENTLY CONCEALED AND WHICH WILL

REMAIN CONCEALED AND DOES NOT INTERFERE WITH ANY NEW

WORK OF ANY TRADE NEED NOT BE REMOVED. HOWEVER, ALL

CONDUIT SHALL BE CAPPED BELOW FINISH SURFACE AND THEN

PATCHED AND PAINTED TO MATCH, OR AS NOTED.

8. EXISTING OPENINGS, WHICH ARE TO BE REUSED, SHALL BE

MODIFIED OR ENLARGED TO SUIT THE NEW SYSTEMS AS REQUIRED.

PROVIDE ALL REQUIRED CUTTING AND PATCHING.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING THE EXISTING

WALLS TO MATCH THE ADJACENT SURFACES BEHIND ALL SURFACE

MOUNTED EQUIPMENT.

10. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT AND LOADS

PRIOR TO INSTALLING SERVICE TO EQUIPMENT.

11. DRAWINGS ARE BASED ON EXISTING RECORD DOCUMENT AND

CASUAL FIELD OBSERVATION. REPORT ANY DISCREPANCIES TO

ENGINEER FOR CLARIFICATION.

12. MINIMUM RACEWAY SIZE; 3/4" TRADE SIZE. REFER TO SPECIFICATION

260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS.

13. ALL CONDUIT ABOVE 10 FOOT SHALL MEET THE FOLLOWING

REQUIREMENTS:

13.1. STRAP DISTANCE: 5 FEET.

13.2. FASTENERS: 2 HOLE WITH SECURITY SCREWS.

13.3. CONDUIT: INTERIOR EMT, EXTERIOR EXPOSED/ CONCEALED-

GRC.

13.4. FITTINGS: COMPRESSION.

13.5. BELL BOXES: FS TYPE.

13.6. NO KNOCKOUTS.

13.7. SECURE CONDUIT WITHIN 12 INCHES OF BOXES AND

ENCLOSURES.

14. ALL CONDUIT BELOW 10 FOOT SHALL MEET THE FOLLOWING

REQUIREMENTS:

14.1. STRAP DISTANCE: 3 FEET.

14.2. FASTENERS: 2 HOLE WITH SECURITY SCREWS.

14.3. CONDUIT: INTERIOR EMT, EXTERIOR EXPOSED/ CONCEALED -

GRC.

14.4. FITTINGS: COMPRESSION.

14.5. BELL BOXES: FS TYPE.

14.6. NO KNOCKOUTS.

14.7. SECURE CONDUIT WITHIN 12 INCHES OF BOXES AND

ENCLOSURES

15. ALL EXPOSED WIRING SHALL BE IN CONDUIT. OPEN LOW VOLTAGE

WIRING ABOVE CEILINGS IS ACCEPTABLE.

16. CONDUITS AND WIRES SHALL BE INSTALLED STRAIGHT AND LEVEL

AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING

LINES.

17. CONTRACTOR SHALL VERIFY ALL VOLTAGES BEFORE CONNECTING

ANY EQUIPMENT.

18. ALL LOCATIONS WHERE THE WALLS CAN'T BE FISHED SHALL BE

SURFACE MOUNTED CONDUIT FOLLOWING NOTES 11 AND 12 ABOVE.

19. ALL WALLS THAT ARE ACCESSIBLE SHALL BE FISHED AND DEVICE

CUT INTO WALL.

20. ALL EXTERIOR CONCEALED CONDUIT UNDERGROUND SHALL BE RNC,

TYPE EPC-40-PVC

21. ANY ELECTRICAL OUTAGE SHALL NOT LAST OVER 2-HOURS. FOR

OUTAGES OVER PORTABLE GENERATORS SHALL BE USED TO

REPLACE ANY ELECTRICAL SERVICE EXCEEDING THAT DURATION.

22. UPON RELOCATING CAMERAS CONTRACTOR SHALL VERIFY THAT

THE CAMERAS ARE WORKING PROPERLY PRIOR TO LEAVING THE

SITE.

23. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED

COMPONENTS, RACEWAYS, WIRE, AND HARDWARE, AS INDICATED ON

DRAWINGS.

24. ALL WORK DONE WITHOUT APPROVED SHOP DRAWINGS IS AT

CONTRACTORS RISK.

25. CONTRACTOR SHALL PERFORM AN ELECTROMAGNETIC

INVESTIGATION USING GROUND PENETRATION RADAR (GPR) PRIOR

TO WORK BEING DONE. SEE SPECIFICATION SECTION 023123.

EXISTING 20KVA UPS - EQUIPMENT SPECIFICATION

20KVA UNINTERRUPTIBLE POWER SUPPLY (UPS)

PROVIDE 13 MINUTE ENERGYS SEALED CELL VRLA HX150-FR BATTERIES.

INCLUDES SYSTEM START-UP SERVICES, USER TRAINING AND TWO-YEAR,

ON-SITE WARRANTY SERVICE FOR PARTS & LABOR.

SEQUENCE OF EQUIPMENT INSTALL:

1. REMOVE EXITING BATTERIES.

2. INSTALL NEW BATTERIES.

3. VERTIV TECH TO RESET BATTERY REPLACEMENT TIMER FOR 5

YEARS.

NEW 1500VA UPS- EQUIPMENT SPECIFICATION

1500VA UNINTERRUPTIBLE POWER SUPPLY (UPS)

PROVIDE UNINTERRUPTIBLE POWER SUPPLY (UPS). UPS SHALL BE

1.5KVA RATED, HIGH EFFICIENCY, DOUBLE CONVERSION, CONTINUOUS

DUTY, ON-LINE TYPE. INPUT VOLTAGE OF 120VAC, 60HZ, 1-PHASE, 3-WIRE

PLUS GROUND. OUTPUT VOLTAGE OF 120VAC, 60HZ, 1-PHASE, 4-WIRE

PLUS GROUND. INCLUDE ALARM RELAY BOARD FOR REMOTE

MONITORING, LITHIUM ION BATTERIES, 13 MINUTE RUN TIME, SELF

DIAGNOSTICS. NEMA 5-15 PLUG WITH (6) NEMA 5-15R RECEPTACLES.

INCLUDE A VERTIVE WALL MOUNT BRACKET, PART NUMBER WMBKT2U.

INCLUDE 5 EAR ON-SITE WARRANTY SERVICE FOR PARTS AND LABOR.

SEQUENCE OF EQUIPMENT INSTALL:

1. INSTALL NEW WALL MOUNT BRACKET.

2. INSTALL NEW 1500VA WALL, FLOOR, OR RACK UPS AS SHOWN IN

DRAWINGS.

3. RELOCATE CAMERA EQUIPMENT POWER TO NEW UPS.

4. REMOVE OLD UPS.

DESCRIPTION AND COMMENTSTYPE MANUFACTURER CATALOG NO.

NEW LIGHT POLE SCHEDULE

190845605T4 SATIN-1VDA145RP-TRUSS SGL A

VALMONT

OR APPROVED

EQUAL

19' 8" TAPERED STEEL POLE WITH BASE, 2-3/8" TENON, 2"X4" HANDHOLE

AT 18", 6" BOTTOM DIAMETER, 4-1/2" TOP DIAMETER, 7 GAGE, 55,000 PSI,

A153 GALVANIZED HARDWARE, ANCHOR BOLTS ARE 8-3/4" MINIMUM

AND 10-1/4" MAXIMUM, SINGLE TRUSS ARM AT 6" FROM TOP OF POLE,

DARK BRONZE FINISH. CONTRACTOR TO FIELD VERIFY ORIENTATION.

E-100

ELECTRICAL SYMBOLS

AND ABBREVIATIONS

DRK

JFS

C om m te ch D es ig n

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VIDEO SECURITY FLOOR

PLANS

08/31/2023BID SET

M a tr ix

09/25/2023ADDENDUM 22

2 2

(1) 1" PVC

(1) 1" PVC

(1) 1" PVC

(1) 1" PVC

(1) 1" PVC

(1) 1" PVC

(1) 1" PVC

(1) 1-1/2" PVC

HAND HOLE

6 2

ELECTRICAL KEY NOTES

PROVIDE AND INSTALL NEW SURGE PROTECTION

DEVICES AND JUNCTION BOX FOR CAMERAS ON POLE.

SEE SHEET E-800 DETAIL 3.

PROVIDE AND INSTALL SURGE PROTECTION DEVICES

IN COMMUNICATIONS ROOM TO CAMERAS ON

BUILDING. SEE SHEET E-800 DETAIL 2.

PROVIDE AND INSTALL SURGE PROTECTION DEVICES

IN PERIMETER CABINETS. SEE SHEET E-800 DETAIL 1.

PROVIDE AND INSTALL NEW QUAZITE JUNCTION BOX

OR EQUAL FOR HAND HOLE. EQUALS SHALL BE

PRE-APPROVED PRIOR TO INSTALLATION.

DIRECTIONALLY BORE ALL CONDUIT TO BE INSTALLED.

SEE DRAWINGS FOR SIZE AND QUANTITY. PROVIDE

AND INSTALL ALL REQUIRED CONDUIT, HARDWARE, &

JUNCTION BOXES.

PROVIDE AND INSTALL NEW POLE WITH TRUSS ARM

FOR CAMERA ABOVE SALLY PORT GATE. SAW CUT

AND PATCH AS REQUIRED. REFER TO SHEET E-100

FOR POLE INFORMATION, E-801 FOR DETAILS, AND

LOW VOLTAGE DRAWINGS FOR CAMERA AND LOW

VOLTAGE CABLE TYPE & QUANTITY. PROVIDE AND

INSTALL ALL CONDUIT, HARDWARE, & JUNCTION

BOXES TO COMMUNICATIONS ROOM IN SUPPORT

SERVICES BUILDING.

E-200

DRK

JFS

SITE PLAN

N ELECTRICAL - SITE PLAN

C om m te ch D es ig n

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PLANS

08/31/2023BID SET

M a tr ix

900 105 20 180

SCALE: 1" = 90'-0"

PLAN

24"

COMMUNICATIONS

COMPOSITE GASKETED BOX, QUAZITE OR EQUAL. EQUALS

SHALL BE PRE-APPROVED PRIOR TO BIDDING.

HEAVY DUTY, SKID-RESISTANT

COVER, BOLT-DOWN TYPE, TAMPER

RESISTANT HARDWARE

3" MIN. SAND OR

GRANULAR BACKFILL

4 ELECTRICAL HANDHOLE DETAIL

SCALE:NTS

LIFTING EYE

FINISHED GRADE

UNDISTURBED EARTH

CONDUIT

SECTION

TYPICAL PERIMETER CAMERA CONNECTIVITY DIAGRAM - NEW POLE WITH HANDHOLE

SCALE: N.T.S.

CAB-XXX

ETHERNET

SWITCH

POE

INJECTOR

SURGE

PROTECTOR

SURGE

PROTECTOR

TYP. PERIMETER CABINET

CONNECT TO GROUND

BAR #10 AWG TYP.

EXISTING CAT-6 CABLE IN

CONDUIT

NEW JUNCTION BOX

HOFFMAN #A10R86HRC

NEW FIXED

CAMERA

NEW SURGE

PROTECTION

NEW HAND HOLE

NEW PTZ

CAMERA

NEW PVC

(MATCH EXISTING)

NEW PVC

(MATCH EXISTING)

NEW 1" RGS LOW

VOLTAGE CONDUIT

NEW 1" RGS LOW

VOLTAGE CONDUIT

NEW JUNCTION BOX

HOFFMAN #A10R86HRC

TYPICAL PERIMETER CAMERA CONNECTIVITY DIAGRAM - NEW POLE NO HANDHOLE

SCALE: N.T.S.

CAB-XXX

ETHERNET

SWITCH

POE

INJECTOR

SURGE

PROTECTOR

SURGE

PROTECTOR

TYP. PERIMETER CABINET

CONNECT TO GROUND

BAR #10 AWG TYP.

EXISTING CAT-6 CABLE IN

CONDUIT

NEW JUNCTION BOX

HOFFMAN #A10R86HCR

EXISTING

FIXED

CAMERA

NEW SURGE

PROTECTION

EXISTING

PTZ

CAMERA

NEW JUNCTION BOX

HOFFMAN #A10R86HCR

CAT-6 PATCH

CABLE & NEW

GROUND CABLE IN

CONDUIT

GRADE

POLE MOUNTED CAMERA DETAIL - EXISTING POLE

SCALE: N.T.S.

FIXED CAMERA MOUNTING

HEIGHT

16' AFG MINIMUM

OR 2' ABOVE

RAZORWIRE

MINIMUM

NEW JUNCTION BOX

PTZ CAMERA MOUNTING HEIGHT

NEW 1" RIGID CONDUIT

EXISTING CAMERA

BACK BOX

22' AFG MINIMUM

OR 2' ABOVE

RAZORWIRE

MINIMUM

EXITING POLE

E-800

NEW HAND HOLE

GRADE GRADE

CAT-6 PATCH

CABLE & NEW

GROUND CABLE IN

CONDUIT

CAT-6 PATCH

CABLE & NEW

GROUND CABLE IN

CONDUIT

CAT-6 PATCH

CABLE & NEW

GROUND CABLE IN

CONDUIT

EXITING CONDUIT

GRADE

NEW 1" LOW

VOLTAGE CONDUIT

FROM 200 BUILDING

3'

PROVIDE #4 REBAR CAGES

IN EACH FOUNDATION.

6'-6"

PROVIDE 6'-6" DEEP 24" DIAM. CONCRETE

BASE POURED IN PLACE OR PRECAST

CONCRETE FOUNDATION

NEW EARTH

HAND HOLE

SALLY PORT OVERHEAD CAMERA DETAIL

SCALE: N.T.S.

FACTORY INSTALLED

VIBRATION DAMPENER

NEW 360 DEGREE

CAMERA CENTERED

ON SALLY PORT DRIVE

NEW POLE

2-3/8" BOX

CONNECTOR

NEW CAMERA

BACK BOX

JUNCTION BOX WITH

CHASE NIPPLE FOR

LIGHTING ARRESTOR

E-801

DRK

JFS

ELECTRICAL DETAILS

C om m te ch D es ig n

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FIRST FLOOR - NEW & ADDITIONAL

N

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GENERAL SECURITY NOTES

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NEW & ADDITIONAL

UP

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GENERAL SECURITY NOTES

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COTTON 300 EDUCATION

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TC328

COTTON SITE PLAN - NEW & ADDITIONAL

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GENERAL SECURITY NOTES

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COTTON

SITE PLAN