Drawings_19268_2024.pdf

PDF 3 MB Posted Feb 21, 2024

Attached to: 751/19268. BDW; Sleeper State Park Day-Use Bathhouse New Well
Solicitation number: RFQ - 171 - 240000000290
Issued by: Huron County, Cedar CDP, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is related to a state and local contract opportunity for the Well Installation Bath House Structure project at Albert E. Sleeper State Park in Caseville, Michigan. The project is being managed by the Michigan Department of Natural Resources in conjunction with the Department of Technology, Management and Budget. The project involves installing a new 4" well, performing site removals, and constructing a new bathroom facility. Bids are due on 02-16-24. The successful contractor will be responsible for the well installation, earthwork, concrete, framing, plumbing, and electrical work. No site visit or pre-bid conference is required.

The contract does not specify pricing terms, set asides, or funding sources. It is an open bid solicitation, with no incumbent contractor identified. The project will be funded through state sources, but the specific funding amounts are not provided.

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File	Type	Posted
Advertisment_19268_2024.pdf	PDF	Feb 21, 2024
Specifications_19268_2024.pdf	PDF	Feb 21, 2024

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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HURON COUNTY, MICHIGAN

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SLEEPER STATE PARK

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STATE OF MICHIGAN

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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IN CONJUNCTION WITH

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FILE NO. 751/19268 BDW - CONTRACT ORDER NUMBER:

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DAY USE BATH HOUSE - NEW WELL

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%%UGENERAL NOTES:

AutoCAD SHX Text THE CONTRACTOR SHALL CALL "MISS DIG" (811) 3 WORKING BUSINESS DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING UNDERGROUND UTILITIES.

AutoCAD SHX Text THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

AutoCAD SHX Text DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL EROSION AND SEDIMENTATION CONTROL ACT.

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AutoCAD SHX Text ALL WATERMAIN WORK SHALL CONFORM TO THE LATEST BAY COUNTY DEPARTMENT OF WATER AND SEWER'S SPECIFICATIONS AND DETAILS.

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AutoCAD SHX Text THE SITE EXCAVATION CONTRACTOR SHALL VERIFY THE EXISTING UTILITY CONNECTION DEPTHS PRIOR TO ANY EXCAVATION.

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AutoCAD SHX Text BACKFILL ALL TRENCHES UNDER SLABS, WALKS AND PAVED AREAS WITH COMPACTED SAND BACKFILL MDOT CL.II. COMPACTION SHALL BE 95% MAXIMUM UNIT WEIGHT PER MDOT REQUIREMENTS.

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AutoCAD SHX Text THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL REGULATIONS FOR WORK AT THE SITE. THIS SHALL INCLUDE MIOSHA REGULATIONS.

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AutoCAD SHX Text THE CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A PROGRAM OF DUST CONTROL AND SHALL ALLOW NO ON-SITE BURNING.

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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP THE PREMISES AND UPON COMPLETION OF THE PROJECT LEAVE THE SITE IN AN ACCEPTABLE CONDITION AS DETERMINED BY THE ENGINEER OR THE OWNER.

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AutoCAD SHX Text CONTRACTOR SHALL SECURE ALL VERTICAL BENDS WITH A MINIMUM OF TWO 3/4" ANCHOR RODS PER FITTING EITHER TO A CONCRETE BLOCK, WELDED STEEL PIPE SLEEVE OR PIPE COLLAR. METHOD USED SHALL BE DETERMINED BY THE ENGINEER.

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ALL FITTINGS SHALL BE MECHANICAL JOINT.

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AutoCAD SHX Text CONTRACTOR SHALL CEASE WORK IMMEDIATELY IN THE EVENT THAT THEY ENCOUNTER ARCHAEOLOGICAL ARTIFACTS OR OTHER SIMILAR ITEMS DURING EXCAVATION, CONTACT THE OWNER AND ENGINEER OF RECORD.

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AutoCAD SHX Text CONTRACTOR TO RESTORE/SEED ALL TURF AREAS THAT ARE DISTURBED BY CONSTRUCTION INCLUDING, BUT NOT LIMITED TO: STAGING, STORAGE, ACCESS ROUTES AND DIRECT DISTURBANCE AREAS.

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AutoCAD SHX Text EXTREME CARE SHOULD BE TAKEN TO AVOID DAMAGE TO TREES. NO DAMAGE IS ACCEPTABLE TO EXISTING TREES WITHIN THE PARK(DEFINED AS BREAKING OF THE BARK, BROKEN TOPS OR BENDING OF TREES FROM THEIR NATURAL POSITION). ALL BROKEN LIMBS SHALL BE NEATLY TRIMMED AT A BRANCH JOINT OR AT THE TRUNK OF THE TREE. ALL DAMAGED AND EXPOSED TREE ROOTS OVER 1/4" IN DIAMETER SHALL BE NEATLY TRIMMED PRIOR TO BACKFILL PLACEMENT.

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SITE

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EXISTING SITE LAYOUT

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NEW SITE REMOVAL PLAN

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NEW SITE LAYOUT BEACH HOUSE

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%%USTRUCTURAL:

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FRAMING PLAN, SECTIONS & DETAILS

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NEW SITE GRADING, SOIL EROSION, AND

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SEDIMENTATION CONTROL PLAN

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GENERAL NOTES

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FLOOR PLANS - PLUMBING

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NEW SITE LAYOUT PAVILION

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SECTION 17, TOWN 18 NORTH, RANGE 11 EAST

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DETAILS AND NOTES

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FLOOR PLAN, ONE-LINE DIAGRAM, AND PANEL SCHEDULE

Know what's below.

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18" DECIDUOUS TREE

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32" DECIDUOUS TREE

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3" PVC

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2" GALV.

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EXISTING SANITARY SEWER

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( IN FEET )

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TOPOGRAPHIC SURVEY AND EXISTING SITE LAYOUT

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SCALE: 1" = 20'

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NOT TO SCALE

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EX. BUILDINGS

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EX. GRILL

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EX. TRASH RECEPTACLE

EX. TREE STUMP

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EXISTING SPIGOT (TO BE REMOVED)

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18" DECIDUOUS TREE

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32" DECIDUOUS TREE

AutoCAD SHX Text REMOVE EXISTING FENCE TO ALLOW FOR WATER SERVICE INSTALLATION (SALVAGE FOR REUSE)

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REMOVE AND STUMP EXISTING TREES

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REMOVE 75 SFT. OF EXISTING CONCRETE

AutoCAD SHX Text CUT AND CAP EXISTING 2" GALVANIZED PIPE THIS SIDE OF DRINKING FOUNTAIN CONNECTION

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ABANDON 2" GALVANIZED PIPE IN PLACE

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ABANDON 3" PVC PIPE IN PLACE

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EXISTING SANITARY SEWER

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( IN FEET )

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GRAPHIC SCALE

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NEW SITE REMOVAL PLAN

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SCALE:1"=20'

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NOT TO SCALE

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EX. BUILDINGS

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EX. GRILL

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EX. TRASH RECEPTACLE

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AREA REPRESENTED BY:

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%%UDEMOLITION KEYED NOTES:

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REMOVE EXISTING CONCRETE SURFACES. SAWCUT PER PLAN

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EXISTING TREE STUMP TO BE REMOVED

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AutoCAD SHX Text PROVIDE COMPACTED MDOT CL.II GRANULAR MATERIAL (ENGINEERING FILL) IN 12" LIFTS TO 95% MAX DENSITY TO ELEVATION REQUIRED TO RECEIVE BASE FOR PAVEMENTS OR SLABS. IF APPLICABLE.

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EXISTING TREES TO BE REMOVED

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AREA REPRESENTED BY:

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AutoCAD SHX Text REMOVE EXISTING FENCES, POSTS, GATES, UTILITY POLES, LIGHT POLES, AND SIGNS, GUARD RAILS, WHEELSTOPS, ETC. SEE PLANS FOR ITEMS TO BE RELOCATED.

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AutoCAD SHX Text %%uUTILITY NOTE

THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL ``MISS DIG'' AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.

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NEW JUG FILLER, STERN WILLIAMS MODEL #7000-32

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3" PVC

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2" GALV.

AutoCAD SHX Text NEW CONCRETE PAD WITH BEACH WASH-OFF SHOWER, SLOPE PAD @ 2% AWAY FROM BUILDING (ALTERNATE 1)

AutoCAD SHX Text BRADLEY MODEL COL-2B, STANDARD HEIGHT, AIR PUSH BUTTON VALVE, S15 SHOWER HEAD AND CLAMPING RING. PROVIDE WITHOUT COLUMN DRAIN AND COLUMN DRAIN SLOTS (ALTERNATE 1)

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REPURPOSED FENCING (ALTERNATE 1)

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NEW CONCRETE SPLASH PAD

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175 LFT. OF NEW 2" WATER SERVICE

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REPLACE CONCRETE

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NEW 70 LFT. 3/4" SERVICE

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NEW 100 LFT. 3/4" SERVICE (WITNESS END)

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NEW 4" WELL

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NEW BLOW-OFF ASSEMBLY (SEE DETAIL 1 SHEET C4.0)

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ORDINARY HIGH WATER MARK

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1200'± TO PUMP STATION

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NEW 2" ISOLATION VALVE

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CONTROL JOINT (CJ)

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1-1/2" DEEP, 3-12 HOURS

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VARIES

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BACKFILL, 4" MIN.

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TYPICAL 4" THICK CONCRETE

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NOTE: PROVIDE EXPANSION

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NEEDED

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JOINT EVERY 50 FEET AS

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AT 2" FROM TOP

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COLORED PLASTIC SLEEVE

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WITH PREFORMED DOME TOP.

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INSTALL PER MANUFACTURER'S

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INSTRUCTIONS. COLOR BY OWNER.

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TOP OF PAVEMENT

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OR SIDEWALK

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6" OR 8" DIA. PIPE

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FILLED SOLID

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WITH CONCRETE

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SEALANT

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6" OR 8" DIA STEEL PIPE SET IN

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18" DIA HOLE FILLED WITH

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CONCRETE

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3" GRANULAR BASE AT

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BOTTOM OF HOLE

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TYPICAL PIPE BOLLARD DETAIL

AutoCAD SHX Text C3.0

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text C3.0

AutoCAD SHX Text

TYPICAL SPLASH PAD DETAIL

AutoCAD SHX Text 5" THK REIN CONCRETE PAD. SLOPE PAD FROM EDGE OF EXISTING PAVEMENT TO SPIGOT, MAX. 2.0%

AutoCAD SHX Text 6"x6" TRTD WOOD POST. SEE DETAIL THIS SHEET

AutoCAD SHX Text

JUG FILLER LOCATION

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EDGE OF NEW PAVEMENT

AutoCAD SHX Text SLOPE GRADE FROM EDGE OF NEW PAD TO EXISTING GRADE AT 6:1 SLOPE, TYPICAL BOTH SIDES. MULCH AND SEED

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

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NEW SITE LAYOUT BATH HOUSE

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SCALE:1"=20'

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NOT TO SCALE

AutoCAD SHX Text %%uLOCATION MAP

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GRIGGS RD

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CONKEY RD

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SAND RD

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ETZLER RD

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STATE PARK RD

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OLD SAND RD

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ELKTON RD

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TEPPER DR

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TRAIL RD

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GAGETOWN RD

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HURON DR

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JANE DR

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MYRTELLE DR

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FOSTER DR

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SYLVA DR

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LAKE HURON

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VAN RD

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SITE

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RUSH LAKE

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EX. CONCRETE PAVEMENT

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EX. BITUMINOUS PAVEMENT

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EX. WATER WELL

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EX. MANHOLE

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EX. SPOT GRADE

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EX. WATER OR GAS VALVE

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EX. BUILDINGS

AutoCAD SHX Text 781.36

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

EX. GRILL

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EX. TRASH RECEPTACLE

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EX. TREE STUMP

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PROP. CONCRETE PAVEMENT

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PROP. CONCRETE JOINTS

PROP. BUILDING

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PROJECT #

DRAWN BY:

CHECKED BY:

19-0810-0296

JCW

ILI

C4.0

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A R

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AutoCAD SHX Text W

AutoCAD SHX Text

EX. STONE FOUNTAIN

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EX BUILDING SQ FT=2600 FF=600.96

AutoCAD SHX Text

EX. WOODS

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EX. WOODS

AutoCAD SHX Text

EX. TRASH RECEPTACLE

AutoCAD SHX Text

EX. TRASH RECEPTACLE

AutoCAD SHX Text

EX. WOODS

AutoCAD SHX Text

PUMP ROOM

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EX. GRILL

AutoCAD SHX Text

EX. GRILL

AutoCAD SHX Text

EX. BIT. PARKING

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NEW BLOW-OFF ASSEMBLY (SEE DETAIL)

AutoCAD SHX Text

NEW 1-1/4" ISOLATION VALVE, CONTRACTOR SHALL VERIFY PIPE SIZE

AutoCAD SHX Text

VERIFY RPZ IS PRESENT AND OPERATIONAL

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

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NEW SITE LAYOUT PAVILION

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SCALE:1"=20'

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NOT TO SCALE

AutoCAD SHX Text %%uLOCATION MAP

AutoCAD SHX Text

GRIGGS RD

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CONKEY RD

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SAND RD

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ETZLER RD

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STATE PARK RD

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OLD SAND RD

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ELKTON RD

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TEPPER DR

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TRAIL RD

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GAGETOWN RD

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HURON DR

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JANE DR

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MYRTELLE DR

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FOSTER DR

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SYLVA DR

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LAKE HURON

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VAN RD

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SITE

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RUSH LAKE

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EX. CONCRETE PAVEMENT

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EX. BITUMINOUS PAVEMENT

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EX. WATER WELL

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EX. MANHOLE

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EX. SPOT GRADE

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EX. WATER OR GAS VALVE

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EX. BUILDINGS

AutoCAD SHX Text 781.36

AutoCAD SHX Text %%uLEGEND

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EX. GRILL

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EX. TRASH RECEPTACLE

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EX. TREE STUMP

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PROP. CONCRETE PAVEMENT

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PROP. CONCRETE JOINTS

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PROP. BUILDING

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AutoCAD SHX Text S

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WATER LINE BLOW-OFF DETAIL

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NOT TO SCALE

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AutoCAD SHX Text C4.0

AutoCAD SHX Text

NEW WATERMAIN

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ONE-TO-THREE

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THREADS SHOWING

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BLOCKING:

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2"X8"X8" TRTD HARDWOOD

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CURB BOX

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SERVICE

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CONNECTION

AutoCAD SHX Text 6'-0"

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MIN

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COVER

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BRONZE CORPORATION STOP

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EX. GRADE

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PORTABLE VALVE WRENCH

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

3'X5'X6" THICK REIN. CONCRETE PAD. REFER TO DETAIL 6/WM4

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6" MIN. COMPACTED MDOT 6A STONE

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SERIES 1015 HEAVY DUTY VALVE BOX OR EQUAL

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CORPORATION STOP

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TRACER WIRE

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PLAN VIEW

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SECTION

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# 4 BARS, TYP

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2" TYP

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(2)# 4 BARS @ 30"

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(2)# 4 BARS @ 42"

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CONCRETE PAD

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VALVE BOX COVER

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CURB STOP COVER

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BLOW DOWN VALVE MINIMUM 24" ABOVE FINISH GRADE

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HOSE CONNECTION

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3/4" COPPER UP TO VALVE AND HOSE CONNECTION FOR SYSTEM BLOW DOWN

AutoCAD SHX Text

DOUBLE STRAP SADDLE FOR PVC PIPE

AutoCAD SHX Text 15"

AutoCAD SHX Text

SECONDARY PEDESTAL BASED ON HIGHLINE PRODUCTS MODEL FSP 15-15-30 AA

AutoCAD SHX Text FASTEN TO CONCRETE WITH (4) 3/8" DIA. TAP-CON WITH 2" OF EMBEDMENT AT EACH CORNER CENTERED ON THE FLANGE. PREDRILL THE FIBERGLASS FLANGE WITH 7/16" DIA HOLES.

AutoCAD SHX Text NOTE: ALL CONNECTION MADE BELOW GRADE SHALL BE SOLDERED, BRAZED, OR FLARE TYPE CONNECTIONS. NO PUSH ON MECHANICAL TYPE FITTING WILL BE ALLOWED BELOW GRADE.

SEE PLANS

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PROJ #:

DRAWN BY:

DES'D BY:

CHCK'D BY:

19-0810-0296

JCW

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L P

C5.0

©C op yri gh t Y ea r - A

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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SAND

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SAND

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GRASS

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CONCRETE

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DECK

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CONCRETE

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CONCRETE

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GRASS

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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DECK

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WALL

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WALL

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WALL

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GRASS

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GRASS

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AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

3" PVC

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2" GALV.

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EXISTING SANITARY SEWER

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AutoCAD SHX Text

EX. WOODS

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EX. TRASH RECEPTACLE

AutoCAD SHX Text

EX. WOODS

AutoCAD SHX Text

PUMP ROOM

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NEW BLOW-OFF ASSEMBLY (SEE DETAIL)

AutoCAD SHX Text

NEW 1-1/4" ISOLATION VALVE, CONTRACTOR SHALL VERIFY PIPE SIZE

AutoCAD SHX Text

VERIFY RPZ IS PRESENT AND OPERATIONAL

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

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NEW SITE GRADING, SOIL EROSION, AND SEDIMENTATION CONTROL PLAN

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SCALE:1"=20'

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NOT TO SCALE

AutoCAD SHX Text %%uLOCATION MAP

AutoCAD SHX Text

GRIGGS RD

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CONKEY RD

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SAND RD

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ETZLER RD

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STATE PARK RD

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OLD SAND RD

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ELKTON RD

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TEPPER DR

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TRAIL RD

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GAGETOWN RD

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HURON DR

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JANE DR

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MYRTELLE DR

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FOSTER DR

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SYLVA DR

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LAKE HURON

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VAN RD

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SITE

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RUSH LAKE

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EX. CONCRETE PAVEMENT

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EX. BITUMINOUS PAVEMENT

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EX. WATER WELL

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EX. MANHOLE

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EX. SPOT GRADE

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EX. WATER OR GAS VALVE

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EX. BUILDINGS

AutoCAD SHX Text 781.36

AutoCAD SHX Text %%uLEGEND

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EX. GRILL

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EX. TRASH RECEPTACLE

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EX. TREE STUMP

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PROP. CONCRETE PAVEMENT

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PROP. CONCRETE JOINTS

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PROP. BUILDING

AutoCAD SHX Text %%uSOIL EROSION AND SEDIMENTATION CONTROL NOTES:

AutoCAD SHX Text

%%UCONSTRUCTION SEQUENCE

AutoCAD SHX Text CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS.

AutoCAD SHX Text SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION.

AutoCAD SHX Text CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL MEASURES ARE NOT DISTURBED.

AutoCAD SHX Text THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS.

AutoCAD SHX Text TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OF PERMANENT CONTROL MEASURES.

AutoCAD SHX Text

EXCAVATION OF SOIL. STOCKPILING OF SOIL ON SITE IS NOT ALLOWED.

AutoCAD SHX Text IMPLEMENTATION OF TEMPORARY EROSION CONTROL MEASURES; SELECTIVE GRADING, DIVERSIONS AS REQUIRED IN FIELD, PROTECTION OF STORM SEWER FACILITIES.

AutoCAD SHX Text

PERIODIC MAINTENANCE OF AFFECTED EROSION CONTROL MEASURES.

AutoCAD SHX Text PERMANENT MEASURES; FINAL GRADING, SEEDING AND MULCHING. (SEE MICHIGAN UNIFIED KEYING SYSTEM FOR EROSION CONTROL KEY NUMBERS)

AutoCAD SHX Text 1.)

AutoCAD SHX Text 2.)

AutoCAD SHX Text 3.)

AutoCAD SHX Text 4.)

AutoCAD SHX Text 5.)

AutoCAD SHX Text 4.)

AutoCAD SHX Text 3.)

AutoCAD SHX Text 2.)

AutoCAD SHX Text 1.)

AutoCAD SHX Text COORDINATE WITH ARCHITECTURAL LANDSCAPING PLAN BY OTHERS FOR AREAS OF NEW GRASS, LANDSCAPING AND MULCH DESIGNATIONS.

AutoCAD SHX Text 6.)

AutoCAD SHX Text

SOILS INFORMATION

AutoCAD SHX Text AS PER NRCS WEB SITE THE SOIL TYPE IS 32C, PLAINFIELD-COVERT SANDS, 2 TO 12 PERCENT SLOPES

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INSTALL WATER SERVICE

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FINISH GRADING AND INSTALL LANDSCAPING

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PERMANENT EROSION CONTROL MEASURES

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PAVEMENT

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STRIP & STOCKPILE TOPSOIL / ROUGH GRADE

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TEMPORARY EROSION CONTROL MEASURES

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SOIL EROSION AND SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

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JAN

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CONSTRUCTION SEQUENCE

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FEB

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MAR

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APR

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MAY

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JUN

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JUL

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AUG

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SEP

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OCT

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NOV

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DEC

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SILT FENCE

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PAVING

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AutoCAD SHX Text PROTECTS AREAS WHICH CANNOT OTHERWISE BE PROTECTED BUT INCREASES RUNOFF VOLUME AND VELOCITY IRREGULAR SURFACE WILL HELP SLOW VELOCITY.

AutoCAD SHX Text

FILTERS AND DETAINS RUNOFF.

AutoCAD SHX Text %%uKEYED DETAILS

AutoCAD SHX Text

SODDING

AutoCAD SHX Text PROVIDES IMMEDIATE PROTECTION CAN BE USED ON STEEP SLOPES WHERE SEED MAY BE DIFFICULT TO ESTABLISH. EASY TO PLACE: MAY BE REPAIRED IF DAMAGED. SHOULD INCLUDE PREPARED TOPSOIL BED.

AutoCAD SHX Text

TEMPORARY MEASURE

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PERMANENT MEASURE

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AutoCAD SHX Text X

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VEGETATION

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CB SUMPS

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STORM SEWER

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INLET FILTERS

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SILT FENCE

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TRACKING MAT

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AFTER RAIN

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AFTER RAIN

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AS NEEDED

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AS NEEDED

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AS NEEDED

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AS NEEDED

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WEEKLY

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WEEKLY

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FREQUENCY

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SWEEP STREET

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SCRAPE STREET

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RESTORE TO PREVENT EROSION

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INSPECT FOR SOIL EROSION

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RESTORE TO PERMIT CONFORMANCE

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INSPECT FOR PERMIT CONFORMANCE

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REMOVE FLOATABLES AND DEBRIS

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INSPECT FOR FLOATABLES AND DEBRIS

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REMOVE ACCUMULATED SEDIMENT

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INSPECT FOR SEDIMENT ACCUMULATION

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TASK

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SOIL EROSION AND SEDIMENTATION CONTROL MAINTENANCE SCHEDULE

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AS NEEDED

DIVISION 6 - WOOD FRAMING

1. THE LATEST REVISION OF THE FOLLOWING CODES & STANDARDS GOVERN THE

DESIGN, MANUFACTURING AND CONSTRUCTION OF WOOD FRAMING:

A. AMERICAN WOOD COUNCIL (AWC) NATIONAL DESIGN SPECIFICATION (NDS) FOR

WOOD CONSTRUCTION, ANSI/AWC NDS.

B. IBC CHAPTER 20, WOOD.

C. AWC WCD1, DETAILS FOR CONVENTIONAL WOOD FRAMED CONSTRUCTION.

D. AMERICAN PLYWOOD ASSOCIATION (APA) PANEL DESIGN SPECIFICATION.

2. WOOD FRAMING SIZES, FIRESTOPS, ANCHORAGE, AND CONNECTORS NOT SHOWN ON

THE DOCUMENTS SHALL BE PER THE MINIMUM REQUIREMENTS IDENTIFIED IN MBC

CHAPTER 23, WOOD.

3. ALL STRUCTURAL LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADES AND

ALLOWABLE STRESSES OR EQUIVALENT AS PER NDS. MOISTURE CONTENT IS TO BE

19% MAX.

A. STUDS HEM FIR STRUCTURAL GRADE NO. 2 OR BETTER

B. BEAMS 2"-4" THICK HEM FIR STRUCTURAL GRADE NO. 2 OR BETTER

C. POSTS SAME AS STUDS

D. PLATE STOCK SAME AS STUDS

4. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING

AGENCY.

F.V.

4 3/4"

+8'-0" A.F.F.

NEW 2X8

EX 5/8" GYP (F.V.)

(4) #10 WOOD

SCREWS @ 1 1/2"

NEW 4X6

EX 2X4 @ 16" F.V.

(4) #10 WOOD

SCREWS @ 1 1/2"

NEW (6) 4X6

NEW 2X8

EX 2X4 STUDS @ 16" F.V.

2X BLOCKING

(4) 3 1/2" PENETRATION

#10 WOOD SCREWS

NEW 33 1/2" 2X8

NEW (6) 4X6

EX 5/8" GYP F.V.

WOOD BLOCKING TYP

EX 2X4 STUDS @ 16" F.V.

3'-2 5/8"

5' -2

DOOR HEAD

7'-4" A.F.F. (606.6')

FIN FLR 599.27'

T.O. TANK

13'-6" A.F.F. (613.4')

B.O. TANK

8'-4" A.F.F.

S1.0 2

S1.0

COORDINATE W/ PLUMBING

CONTRACTOR FOR LOCATION

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CHCK'D BY:

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A. FISCHHABER

A. HILL

C. CRAIG

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STRUCTURAL GENERAL NOTES

SCALE: 1 1/2" = 1'-0"S1.0

DETAIL1

SCALE: 1 1/2" = 1'-0"S1.0

DETAIL2

SCALE: 1 1/2" = 1'-0"S1.0

DETAIL3

SCALE: 3/4" = 1'-0"S1.0

DETAIL4

N SCALE: 1/4" = 1'-0"

FRAMING PLAN

N O

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2" CW

P3.2

3/4" CW

DOMESTIC WATER FROM WELL ROUTE 3/4" DCW TO JUG FILLER LOCATION.

COORDINATE WITH CIVIL.

ROUTE 3/4" DCW TO NEW SHOWER LOCATION.

COORDINATE WITH CIVIL.

WT-1

ROUTE 3/4" DCW TO NEW SHOWER LOCATION.

CAP AT 12" ABOVE GRADE.

COORDINATE WITH CIVIL.

2" CW

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Z. TATE

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P3.1

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D O

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A N

D D

E S

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T R

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A R

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H E

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A T

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T R

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S F

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S O

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N SCALE: 1/4" = 1'-0"

PLUMBING RENOVATIONS - BATH HOUSE

TO EXISTING DOMESTIC

WATER SYSTEM

NEW WELL TANK

TANK CONNECTION

PRESSURE SWITCH

PRESSURE RELIEF VALVE

3/4" CW TO JUG FILLER

3/4"" CW TO SHOWER ALT #1

STRUCTURAL SUPPORT

PROVIDE HOSE END VALVE

FOR WINTER BLOWDOWN.

COORDINATE WITH OWNER

FOR FINAL LOCATION

FROM WELL PUMP

1/4" VALVED SAMPLING TAP

HOSE END VALVE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

CW COLD WATER

EA EACH

EX EXISTING

FBO FURNISHED BY OTHERS

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLON PER HOUR

GPM GALLON PER MINUTE

HB HOSE BIBB

INSUL INSULATION

JC JANITOR CLOSET

LBS POUNDS

MAX MAXIMUM

MFR MANUFACTURER

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE

RPBP REDUCED PRESSURE BACKFLOW PREVENTER

W/O WITHOUT

1. IF COMPLIANCE WITH TWO OR MORE DIFFERING STANDARDS, REQUIREMENTS,

DRAWINGS OR SPECIFICATIONS, OR ANY COMBINATION THEREOF, IS SPECIFIED AND

THESE ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM

QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT

REQUIREMENT. THE MOST STRINGENT REQUIREMENT WILL BE THE BETTER QUALITY

OR GREATER QUANTITY OF WORK, AND WILL TYPICALLY BE THE MORE EXPENSIVE

OPTION. REFER UNCERTAINTIES AND REQUIREMENTS THAT ARE DIFFERENT, BUT

APPARENTLY EQUAL, TO ENGINEER FOR A DECISION BEFORE PROCEEDING.

2. THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM

PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY

WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE

MINIMUM WITHIN REASONABLE LIMITS. TO COMPLY WITH THESE REQUIREMENTS,

INDICATED NUMERIC VALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR

THE CONTEXT OF REQUIREMENTS. REFER UNCERTAINTIES TO ENGINEER FOR A

DECISION BEFORE PROCEEDING.

3. DESIGN DOCUMENTS MUST BE REPRODUCED IN THEIR ENTIRETY, INCLUDING ALL

PLANS, SPECIFICATIONS, AND FRONT END DOCUMENTS.

4. ONLY COMPLETE DOCUMENT SETS ARE TO BE DISTRIBUTED TO SUBCONTRACTORS

AND SUPPLIERS OF THE CONTRACTOR DURING BIDDING OR CONSTRUCTION.

5. FAILURE TO REVIEW AND COMPLY WITH A FULL SET OF CONTRACT DOCUMENTS

WILL NOT BE ACCEPTED AS A VALID REASON FOR FAILURE TO MEET THE

REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

6. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES,

ORDINANCES, AND LAWS AND SHALL BE OF SIMILAR QUALITY, MATERIAL, AND

INSTALLATION METHODOLOGY AS SIMILAR WORK IN EXISTING FACILITY.

7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING ALL NEW

PLUMBING PENETRATIONS THROUGH RATED ASSEMBLIES.

DOMESTIC WATER PIPING WITHIN BUILDING ABOVE GRADE

COPPER TUBING 6” AND SMALLER – ASTM B88 TYPE L, HARD DRAWN AND

SEAMLESS WITH ASME B16.18 CAST BRONZE TEE TAP OR ASME B16.22 WROUGHT

COPPER AND BRONZE FITTINGS AND ASTM B32 JOINTS WITH GRADE 95-A LEAD

FREE ANTIMONY OR TIN AND SILVER SOLDER OR AWS A5 BCUP SILVER BRAZE

GALVANIZED-STEEL PIPE AND FITTINGS CORRODE OVER TIME. THEY RUST FROM

THE INSIDE OUT. GALVANIZED-STEEL PIPES CAN CORRODE TO THE POINT WHERE

THE PIPES ARE COMPLETELY RESTRICTED. CORROSION ALSO OCCURS IN STEEL

THAT IS CONNECTED DIRECTLY TO COPPER OR BRASS.

PIPE IN "GALVANIZED-STEEL PIPE" PARAGRAPH BELOW IS AVAILABLE IN NPS 1/8

TO NPS 26 (DN 6 TO DN 650).

A. GALVANIZED-STEEL PIPE:

1. ASTM A53/A53M, TYPE E, GRADE B, STANDARD WEIGHT.

2. INCLUDE ENDS MATCHING JOINING METHOD.

NIPPLES IN "GALVANIZED-STEEL PIPE NIPPLES" PARAGRAPH ARE AVAILABLE IN

NPS 1/8 TO NPS 12 (DN 6 TO DN 300).

B. GALVANIZED-STEEL PIPE NIPPLES: ASTM A733, MADE OF ASTM A53/A53M

OR ASTM A106/A106M, STANDARD WEIGHT, SEAMLESS STEEL PIPE WITH

THREADED ENDS.

FITTINGS IN "GALVANIZED, GRAY-IRON THREADED FITTINGS" PARAGRAPH BELOW

ARE AVAILABLE IN NPS 1/4 TO NPS 12 (DN 8 TO DN 300).

C. GALVANIZED, GRAY-IRON THREADED FITTINGS: ASME B16.4, CLASS 125,

STANDARD PATTERN.

PLUMBING PIPING APPLICATION

INSTALL UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS

CONNECTIONS. INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVES IN

COPPER PIPED SYSTEM. SWEAT SOLDER ADAPTERS TO PIPE.

INSTALL GATE, BALL, OR BUTTERFLY VALVES FOR SHUT-OFF AND TO ISOLATE

EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. ALL BRANCH PIPING TAKE

OFFS FROM MAINS, RISERS, OR BRANCH PIPING SHALL HAVE VALVES INSTALLED

TO ALLOW ISOLATION OF BRANCH PIPING.

ERECTION TOLERANCES

ESTABLISH INVERT ELEVATIONS, SLOPES FOR DRAINAGE TO MINIMUM 1/8 INCH

PER FOOT FOR PIPING 4" AND LARGER, 1/4" PER FOOT FOR PIPING 3" AND

SMALLER. MAINTAIN GRADIENTS.

SLOPE WATER PIPING AND ARRANGE TO DRAIN AT LOW POINTS.

INSTALLATION OF INSERTS

INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PROVIDE INSERTS FOR PLACEMENT IN CONCRETE FORMWORK.

PIPE HANGERS AND SUPPORTS

SUPPORT HORIZONTAL PIPING AS SCHEDULED.

INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN FINISHED

COVERING AND ADJACENT WORK.

PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW.

USE HANGERS WITH 1-1/2 INCH MINIMUM VERTICAL ADJUSTMENT.

SUPPORT HORIZONTAL CAST IRON PIPE ADJACENT TO EACH HUB, WITH 5 FEET

MAXIMUM SPACING BETWEEN HANGERS.

SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT VERTICAL CAST IRON

PIPE AT EACH FLOOR AT HUB.

WHERE SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT SAME

ELEVATION, PROVIDE MULTIPLE OR TRAPEZE HANGERS.

PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING.

DESIGN HANGERS FOR PIPE MOVEMENT WITHOUT DISENGAGEMENT OF

SUPPORTED PIPE.

PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND

SUPPORTS LOCATED IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING

SPACES ARE NOT CONSIDERED EXPOSED.

TESTING

FOR DOMESTIC WATER PIPING, BEFORE ANY FIXTURES ARE CONNECTED,

HYDROSTATICALLY TEST AT 100 PSIG IN EXCESS OF THE WORKING PRESSURE

FOR FOUR (4) HOURS. THIS PRESSURE IS TO BE ON PIPING ONLY, NOT ON

EQUIPMENT.

DISINFECTION OF DOMESTIC WATER PIPING SYSTEM

ALL DOMESTIC WATER PIPING AND EQUIPMENT SHALL BE COMPLETELY FLUSHED

OUT AND DISINFECTED BEFORE PLACING SYSTEM IN SERVICE. DISINFECTION

PROCEDURE AND RESULTS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES

AND STATE DEPARTMENT OF HEALTH.

INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS

FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L (50 PPM) MINIMUM

RESIDUAL.

BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR

DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS.

MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS.

IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT

TREATMENT.

FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF

INCOMING WATER OR 1.0 MG/L OR 0.5 PPM MAXIMUM.

TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING, FROM 10

PERCENT OF OUTLETS AND FROM WATER ENTRY, AND ANALYZE IN ACCORDANCE

WITH AWWA C651.

VERIFY THAT ALL TESTS AND RESULTS ARE IN ACCORDANCE WITH LOCAL AND

STATE HEALTH CODES AND REGULATIONS.

PLUMBING SPECIALTIES

DELIVERY, STORAGE AND HANDLING - DELIVER, STORE, PROTECT AND HANDLE

PRODUCTS ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING PLUMBING FIXTURES AND TRIM FROM DAMAGE DURING

CONSTRUCTION. THE COST OF REPLACING PLUMBING FIXTURES MADE

NECESSARY BY FAILURE TO PROVIDE SUITABLE PROTECTION SHALL BE PAID BY

THIS CONTRACTOR.

FIELD MEASUREMENTS - FIELD VERIFY ALL EQUIPMENT AND FIXTURE LOCATIONS,

CONFIRM THAT MILL WORK IS CONSTRUCTED WITH ADEQUATE PROVISIONS FOR

THE INSTALLATION OF COUNTERTOP PLUMBING FIXTURES, AND CONFIRM ALL

MOUNTING HEIGHTS AND LOCATIONS OF PLUMBING FIXTURES TO MEET ALL

BARRIER FREE AND AMERICAN DISABILITIES ACT CODES AND REGULATIONS.

TESTING AND BALANCING

PIPING SYSTEMS SHALL BE TESTED AFTER ERECTION AND BEFORE CONCEALING

OR COVERING. ANY MATERIALS OR WORKMANSHIP FOUND FAULTY SHALL BE

IMMEDIATELY REPLACED OR REPAIRED AND SECTIONS OR SYSTEMS RE-TESTED.

PLUMBING WORK SHALL BE INSPECTED, TESTED AND APPROVED AS REQUIRED

BY LOCAL AND STATE PLUMBING CODES AND AS SPECIFIED.

THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE TESTED BY HYDROSTATIC

PRESSURE OF 100 PSIG FOR A PERIOD OF FOUR (4) HOURS.

TEST PRESSURE SHALL REMAIN CONSTANT FOR THE REQUIRED PERIOD.

THIS CONTRACTOR SHALL DISINFECT THE BUILDING WATER SUPPLY

DISTRIBUTION PIPING WITH CHLORINE SOLUTION IN ACCORDANCE WITH THE

REQUIREMENTS OF THE STATE DEPARTMENT OF HEALTH BEFORE THE SYSTEM IS

PUT INTO USE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PLUMBING PIPING

FROM DAMAGE DURING CONSTRUCTION. THE COST OF REPLACING PIPING MADE

NECESSARY BY FAILURE TO PROVIDE SUITABLE PROTECTION SHALL BE PAID BY

THIS CONTRACTOR.

FURNISH AND INSTALL BRACKETS, BRACES OR REINFORCING ANGLES AS MAY BE

REQUIRED IN TO SUPPORT PIPING OR OTHER WALL HUNG EQUIPMENT INCLUDED

IN THIS SECTION OF THE SPECIFICATION.

CUT AND CAP EXISTING 3" DCW SUPPLY

FIELD VERIFY LOCATION

2" CW

3/4" CW

2" CW

WT-1

CORE & SLEEVE HOLE IN

EXISTING FOUNDATION

FOR NEW 2" DCW AND 2 NEW 3/4" DCW

ROUTE 3/4" PIPE TO

RELOCATED JUG FILLER.

COORDINATE WITH CIVIL.

ROUTE 3/4" PIPE TO NEW SHOWER.

COORDINATE WITH CIVIL.

ROUTE 2" DCW PIPE TO

NEW WELL PUMP P-1.

COORDINATE WITH CIVIL.

2 / P3.2

THREADED ROD

PIPE INSULATION WITH

VAPOR BARRIER

18" LONG 16 GAUGE

GALV. PIPE SHIELD

CLEVIS PIPE HANGER

180° SECTION OF RIGID

INSULATION MIN. 12" LONG

(TYP. FOR ALL PIPING)

LAG BOLTS MINIMUM 5/8" DIAMETER,

PROVIDE 4 BOLTS PER CHANNEL

SUPPORT AND ANCHOR INTO WALL

'B-LINE' B3252

UNISTRUT FACTORY FABRICATE FRAMING

AND SUPPORT CHANNEL (MINIMUM

12 GAUGE)

WALL

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WELL TANK PIPING DETAIL2

PLUMBING ABBREVIATIONS

PLUMBING GENERAL NOTES PLUMBING SPECIFICATIONS

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SCALE: 1/4" = 1'-0"P3.2

DOMESTIC COLD WATER - SCHEMATIC1

PUMP SCHEDULE

MARK SERVING MANUFACTURER MODEL GPM FEET HD MOTOR HP

ELECTRICAL REQUIRMENTS

REMARKVOLTS PHASE MCA

P-1 SLEEPER BEACH HOUSE FRANKLIN ELECTRIC 35FH3S4-PECV 35 GPM 295 3.0 hp 230 V 1 SUBMERSIBLE PUMP

TANK SCHEDULE

MARK MANUFACTURER MODEL TANK VOUME (GAL)

ACCEPT.

FACTOR SYSTEM

DIA x LENGTH

(IN) DRY WEIGHT REMARKS

WT-1 AMTROL WX-350 119 0.39 DCW 26 x 62 146.00 kip

SCALE: 12" = 1'-0"P3.2

PIPE SUPPORT DETAIL3

SCALE: 12" = 1'-0"P3.2

WALL PIPING SUPPORT DETAIL4

INSTALL HANGERS FOR HORIZONTAL COPPER PIPING WITH THE FOLLOWING MAXIMUM SPACING AND MINIMUM ROD SIZES:

1. NPS 2" AND SMALLER: MAXIMUM SPAN, 60 INCHES; MINIMUM ROD SIZE, 3/8 INCH.

2. NPS 2-1/2": MAXIMUM SPAN, 108 INCHES; MINIMUM ROD SIZE, 1/2 INCH.

3. NPS 3" AND LARGER: MAXIMUM SPAN, 120 INCHES; MINIMUM ROD SIZE, 1/2 INCH.

INSTALL HANGERS FOR HORIZONTAL PVC AND CPVC PIPING WITH THE FOLLOWING MAXIMUM SPACING AND MINIMUM ROD SIZES:

1. NPS 2" AND SMALLER: MAXIMUM SPAN, 48 INCHES; MINIMUM ROD SIZE, 3/8 INCH.

C R

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11.

12.

13.

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16.

17.

18.

19.

20.

21.

22.

ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST

ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL

STATE AND LOCAL CODES.

COORDINATE THE INSTALLATION OF ALL EQUIPMENT REQUIRING

ELECTRICAL CONNECTIONS WITH ARCHITECTURAL AND MECHANICAL

PLANS, SPECIFICATIONS AND EQUIPMENT DRAWINGS. PROVIDE ALL

NECESSARY EQUIPMENT POWER AND CONTROL CONNECTIONS NOT

PROVIDED BY OTHERS WHETHER INDICATED ON THE DRAWINGS OR NOT.

UNLESS OTHERWISE NOTED, WHERE ELECTRICAL DEMOLITION WORK IS

SHOWN, REMOVE ALL CONDUCTOR AND EXPOSED CONDUITS FROM

EQUIPMENT OR OUTLET LOCATION BACK TO THE POWER SOURCE(S) FOR

THE CIRCUIT.

SEAL ALL WALL AND FLOOR PENETRATIONS TO MAINTAIN RATING.

BACK-TO-BACK OR THROUGH THE WALL BOXES SHALL NOT BE USED.

ALL LOW VOLTAGE CONDUCTORS SHALL BE STRANDED COPPER.

SPLICE CABLES OR CONDUCTORS IN OUTLET BOXES, DEVICE BOXES,

PULL BOXES, JUNCTION BOXES. DO NOT SPLICE CABLES OR

CONDUCTORS IN CONDUIT BODIES.

RECEPTACLES INDICATED AS GROUND FAULT CIRCUIT INTERRUPTER (GFI)

TYPE MUST BE GFI RECEPTACLE, NO FEED THROUGH.

BRANCH CIRCUITS FROM CIRCUIT BREAKER TYPE DISTRIBUTION

EQUIPMENT WHICH SUPPLY MOTOR LOADS THAT ARE LESS THAN 6.0 AMP

SHALL BE PROTECTED BY A 15 AMP CIRCUIT BREAKER.

FINAL CONNECTIONS TO ITEMS SUBJECT TO VIBRATION SHALL BE MADE

WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT. LIQUID TIGHT FLEXIBLE

METAL CONDUIT SHALL NOT BE USED AS A GROUNDING CONDUCTOR.

PROVIDE A SEPARATE GREEN GROUNDING CONDUCTOR.

IN THE EVENT OF CONFLICTS BETWEEN THE REQUIREMENTS OF THE

DRAWINGS AND SPECIFICATIONS OR WITHIN THE DRAWINGS OR

SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL BE

ASSUMED TO BE CORRECT. REFER UNCERTAINTIES IN REQUIREMENTS

TO THE ENGINEER FOR CLARIFICATION.

ALL BELOW GRADE LOCATIONS WITHIN BUILDINGS ARE DAMP LOCATIONS

UNLESS OTHERWISE NOTED.

120V AC CONTROL WIRING ASSOCIATED WITH MOTOR CONTROL CIRCUITS

MAY BE RUN IN THE SAME RACEWAY WITH MOTOR POWER WIRING FOR

CONSTANT SPEED MOTORS LESS THAN 30HP. FOR MOTORS 30HP AND

GREATER OR FOR MOTORS POWERED FROM VARIABLE FREQUENCY

CONTROLLERS, SEPARATE RACEWAYS SHALL BE USED FOR POWER AND

CONTROL CONDUCTORS.

120/240V CIRCUIT WIRING FOR ANY ROOM OR AREA MAY BE GROUPED

INTO RACEWAYS AS REQUIRED UNLESS SEPARATE RACEWAYS ARE

REQUIRED BY THE NEC. COMPLY WITH NEC REQUIREMENTS FOR

CONDUCTOR DERATING.

CONDUIT PENETRATIONS OF FLOORS, LOWER LEVEL EXTERIOR WALLS OR

WETWELL WALLS SHALL BE SLEEVED AND SEALED WITH LINKSEAL. SEE

DETAILS ON MECHANICAL DRAWINGS.

IF COMPLIANCE WITH TWO OR MORE DIFFERING STANDARDS,

REQUIREMENTS, DRAWINGS OR SPECIFICATIONS, OR ANY COMBINATION

THEREOF, IS SPECIFIED AND THESE ESTABLISH DIFFERENT OR

CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY

LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT. THE MOST

STRINGENT REQUIREMENT WILL BE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK, AND WILL TYPICALLY BE THE MORE EXPENSIVE

OPTION. REFER UNCERTAINTIES AND REQUIREMENTS THAT ARE

DIFFERENT, BUT APPARENTLY EQUAL, TO ENGINEER FOR A DECISION

BEFORE PROCEEDING.

THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE

MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY

COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED,

OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TO

COMPLY WITH THESE REQUIREMENTS, INDICATED NUMERIC VALUES ARE

MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THE CONTEXT OF

REQUIREMENTS. REFER UNCERTAINTIES TO ENGINEER FOR A DECISION

BEFORE PROCEEDING.

DESIGN DOCUMENTS MUST BE REPRODUCED IN THEIR ENTIRETY,

INCLUDING ALL PLANS, SPECIFICATIONS, AND FRONT END DOCUMENTS.

ONLY COMPLETE DOCUMENT SETS ARE TO BE DISTRIBUTED TO

SUBCONTRACTORS AND SUPPLIERS OF THE CONTRACTOR DURING

BIDDING OR CONSTRUCTION.

FAILURE TO REVIEW AND COMPLY WITH A FULL SET OF CONTRACT

DOCUMENTS WILL NOT BE ACCEPTED AS A VALID REASON FOR FAILURE

TO MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

ALL ABOVE CEILING SYSTEMS AND COMPONENTS (INCLUDING BUT NOT

LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION,

ETC.) SHALL BE COORDINATED SUCH THAT THE SYSTEMS ARE PROPERLY

INTEGRATED IN THE SPACE PROVIDED ABOVE CEILING AT THE CEILING

HEIGHTS NOTED. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO

COORDINATE PATHWAYS WITHIN THE SPACE PROVIDED. CEILING HEIGHTS

WILL NOT BE MODIFIED.

EQUIPMENT SHALL BE MOUNTED 6'-0" AWAY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.