WTD053700P DRAWINGS 13 APR 2021 Bldg 21386 Rep and Ground System W911SG21B0005.pdf

PDF 2 MB Posted Jul 17, 2021

Attached to: Bldg. 21386 Repairs & Grounding System
Solicitation number: W911SG21B0005
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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WTD053700P-Plans and Drawings-29 JUL 2021-Repairs and Field Grounding System W911SG21B0005.pdf	PDF	Aug 5, 2021
SOLICITATION Conform Copy W911SG21B0005-0001.pdf	PDF	Aug 5, 2021
SOLICITATION Amendment W911SG21B0005-0001.pdf	PDF	Aug 5, 2021
SITE VISIT SIGN IN SHEET-Bldg. 21386 Repairs & Grounding System W911SG21B0005.pdf	PDF	Aug 5, 2021
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SOLICITATION W911SG21B0005.pdf	PDF	Jul 17, 2021
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WTD053700P BLDG. 21386 REPAIRS PHOTOS W911SG21B0005.pdf	PDF	Jul 17, 2021

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DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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WS-21386-2020-G-100-0000

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BLDG. 21386 RENOVATION AND FIELD GROUNDING SYSTEM

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CONCURRENCES

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AutoCAD SHX Text and approval of all the drawings in this set as indexed on this sheet

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DPW

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

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BUILDING 21386 REPAIRS AND FIELD GROUNDING SYSTEM

PROJECT LOCATION

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D.GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DRAWING # TITLE

WS-21386-2020-G-100-00 COVERSHEET

WS-21386-2020-I-100-01 DRAWING INDEX

WS-21386-2020-L-100-02 PROJECT LOCATION

WS-21386-2020-AD-100-03 DEMOLITION PLAN

WS-21386-2020-AD-100-04 DEMOLITION EXTERIOR

WS-21386-2020-A-100-05 NEW CONSTRUCTION

WS-21386-2020-D-100-06 SECTIONS

WS-21386-2020-M-100-07 HVAC

WS-21386-2020-P-100-08 PLUMBING PLAN

WS-21386-2020-P-100-09 SEPTIC

WS-21386-2020-A-100-10 ROOF REPAIR

WS-21386-2020-M-100-11 MECHANICAL SECTIONS

WS-21386-2020-A-100-12 FINISH SCHEDULE

WS-21386-2020-E-100-13 CATENARY MAST DETAILS FOR

AMMUNITION YARD

WS-21386-2020-E-100-14 ELECTRICAL FLOOR PLAN

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BID

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BUILDING 21386

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MAIN POST

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EL PASO GATE

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LAS CRUCES GATE

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WSMR P RT 3

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NIKE WSMR PRT 2

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HEADQUARTERS

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WSMR P RT 19

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WSMR RD 219

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BLDG. 21386 DRAWING INDEX

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WS-21386-2020-I-100-0101

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BLDG. 21386 DRAWING INDEX

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DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

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DESCRIPTION

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APPROVEDBY

SHEET SIZE

1/16" = 1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D.GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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BUILDING 21386

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CONTRACTORS STAGING AREA

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CHAINLINK FENCE

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YARD ENTRANCE

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EXISTING TRUCK GROUNDING POST SEE NOTE 1.

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GENERAL INSTALLATION AREA FOR NEW CATENARY MAST SYSTEM.

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EXISTING CONCRETE SEPTIC TANK 1,455 GALLON

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YARD FENCE

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COMMUNICATIONS LINE

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BLDG. 21386 PROJECT LOCATION

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WS-21386-2020-L-100-0221386-2020-L-100-02-2020-L-100-0202

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BLDG. 21386 21386 PROJECT LOCATION

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GENERAL NOTES- 1. CONTRACTOR SHALL REMOVE EXISTING GROUNDING POST AFTER NEW SYSTEM IS CONTRACTOR SHALL REMOVE EXISTING GROUNDING POST AFTER NEW SYSTEM IS INSTALLED AND OPERATIONAL. FILL, COMPACT AND LEVEL AFTER REMOVAL OF GROUNDING POST. 2. CONTRACTOR SHALL INSTALL CATENARY MAST SYSTEM IN LOCATION SPECIFIED ON THIS CONTRACTOR SHALL INSTALL CATENARY MAST SYSTEM IN LOCATION SPECIFIED ON THIS PAGE. REFERENCE DRAWING 12 FOR CATENARY MAST SYSTEM DETAILS.

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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BLDG 21386 DEMOLITION PLAN

AutoCAD SHX Text GENERAL NOTES- DEMOLITION 1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE DEMOLITION PLANS.THE INTENT IS TO REMOVE ALL MATERIALS AND ITEMS AS REQUIRED TO FACILITATE NEW CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A HAZARDOUS BUILDING THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM A HAZARDOUS BUILDING MATERIAL SAMPLING SURVEY OF ALL BUILDING MATERIALS OR FIELD PIPE THAT MAY BE DISTURBED DURING CONSTRUCTION. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE ON THE JOBSITE. REMOVE DAILY AND DISPOSE OF IN ACCORDANCE WITH WSMR AND NEW MEXICO LAWS AND REGULATIONS. CONSTRUCTION DEBRIS(NON-HAZARDOUS) TO INCLUDE ASPHALT AND CONCRETE WASTE WILL BE DISPOSED IN COORDINATION WITH COMPLIANCE, SOLID WASTE MANAGEMENT AT THE WSMR RECYCLING FIELD. RECYCLING FIELD IS 7 MILES FROM THE JOBSITE. NO ONSITE SALE OR BURNING OF REMOVED ITEMS IS PERMITTED. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE PUBLIC AND/OR WORK PERSONS ON, ABOUT, OR ADJACENT TO THE PREMISES. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, CODES, AND REGULATIONS PERTAINING TO SAFETY AND THE PREVENTION OF ACCIDENTS. 5. WSMR DPW RESERVES THE RIGHTS TO ANY REMOVED MATERIAL OR ITEMS. CONTRACTOR WSMR DPW RESERVES THE RIGHTS TO ANY REMOVED MATERIAL OR ITEMS. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER REPRESENTATIVE (COR). 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING/REPAIRING OR REPLACING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING/REPAIRING OR REPLACING BUILDING, OR YARD ITEMS DAMAGED DURING DEMOLITION OR CONSTRUCTION WORK. 7. CONTRACTOR SHALL REMOVE EXISTING ITEMS AS SHOWN IN THE DRAWING TO MAKE CONTRACTOR SHALL REMOVE EXISTING ITEMS AS SHOWN IN THE DRAWING TO MAKE ROOM FOR NEW CONSTRUCTION. 8. CONTRACTOR SHALL REMOVE AND REPLACE ALL INTERIOR CEILING AND CENTER WALL CONTRACTOR SHALL REMOVE AND REPLACE ALL INTERIOR CEILING AND CENTER WALL GYPSUM BOARDS WITH NEW UNITS. 9. CONTRACTOR SHALL CLEAN AND PREP ALL INTERIOR CEILINGS AND WALLS AND EXTERIOR CONTRACTOR SHALL CLEAN AND PREP ALL INTERIOR CEILINGS AND WALLS AND EXTERIOR BUILDING BLOCK WALL SURFACES FOR PAINT. DEMOLITION KEY NOTES CONTRACTOR SHALL REMOVE ALL ITEMS AS SHOWN ON DRAWINGS.PATCH & REPAIR ADJACENT .PATCH & REPAIR ADJACENT PATCH & REPAIR ADJACENT SURFACES TO RECEIVE NEW CONSTRUCTION AND/OR NEW FINISHES. CONTRACTOR SHALL REMOVE ALL GYPSUM BOARD AND TILE ALL AROUND MIDDLE WALL SECTION INSPECT AND PARAPARE SURFACES TO RECEIVE NEW CONSTRUCTION. CONTRACTOR SHALL REMOVE ALL SINK ACCESSORIES INCLUDING SOAP DISPENSER, SOAP HOLDING PAN AND MIRROR. CONTRACTOR SHALL REMOVE ELECTRICAL BOXES, LIGHT RECEPTACLES, HEATER, SWITCHES AND CONDUIT FOR NEW ELECTRICAL INSTALLATION. CONTRACTOR SHALL REMOVE CEILING GYPSUM BOARD AND INSULATION MAKING SURE TO REPAIR AND PREP CEILING STUDS FOR NEW CONSTRUCTION. CONTRACTOR SHALL DEMOLISH 4 LINEAR FEET OF EXISTING 2"X 4" WALL. CONTRACTOR SHALL CUT BACK EXISTING SHOWER WALL PLUMBING ONE INCH FROM STUD WALL FACE. PREPARE ALL SURFACES OF PLUMBING FOR NEW CONSTRUCTION. CONTRACTOR SHALL REMOVE EXISTING SHOWER DRAIN BASE AND PREP FOR NEW SHOWER STALL KIT. CONTRACTOR SHALL REMOVE EXISTING SHOWER PLASTIC WALL SURFACES AND EXPOSE UNDERSIDE STUD CONSTRUCTION. CLEAN AND PREPARE EXISTING STUDS FOR NEW CONSTRUCTION. CONTRACTOR SHALL COMPLETELY REMOVE EXTERIOR WEATHER SHELTER AND REPAIR WALL AND SLAB ANCHOR SURFACES. FILL 10 ANCHOR HOLES WITH CONCRETE REPAIR EPOXY.

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BLDG. 21386 DEMOLITION PLAN

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WS-21386-2020-AD-100-0303

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BLDG. 21386 DEMOLITION PLAN

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DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

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SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

3/4"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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EXISTING ROOF TRIM SEE NOTE 2.

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BUILT UP ROOF

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BLDG. 21386 DEMOLITION EXTERIOR

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WS-21386-2020-AD-100-0404

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BLDG. 21386 DEMO EXTERIOR

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DEMOLITION EXTERIOR- SOUTH

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DEMOLITION EXTERIOR- NORTH

AutoCAD SHX Text GENERAL NOTES- 1. CONTRACTOR SHALL REMOVE ALL EXISTING ROOFING MATERIAL INCLUDING GRAVEL STOPS CONTRACTOR SHALL REMOVE ALL EXISTING ROOFING MATERIAL INCLUDING GRAVEL STOPS AND VENT FLASHING. 2. EXISTING ROOF TRIM/ GRAVEL STOP SHALL BE REMOVED AND REPLACED WITH NEW. EXISTING ROOF TRIM/ GRAVEL STOP SHALL BE REMOVED AND REPLACED WITH NEW. CONTRACTOR TO USE EXISTING GRAVEL STOP FASCIA AS A TEMPLATE FOR NEW FABRICATION. 3. CONTRACTOR SHALL COMPLETELY REMOVE EXTERIOR WEATHER SHELTER AND REPAIR CONTRACTOR SHALL COMPLETELY REMOVE EXTERIOR WEATHER SHELTER AND REPAIR WALL AND SLAB ANCHOR SURFACES. 4. CONTRACTOR SHALL REMOVE EXISTING DOOR AND REPAIR/PREP SURFACES TO RECEIVE CONTRACTOR SHALL REMOVE EXISTING DOOR AND REPAIR/PREP SURFACES TO RECEIVE NEW DOOR. 5. CONTRACTOR SHALL REMOVE EXISTING VENT FAN AND WINDOW AND THESE AREAS WILL CONTRACTOR SHALL REMOVE EXISTING VENT FAN AND WINDOW AND THESE AREAS WILL BE FILLED IN WITH CINDER BLOCK. PATCH WORK SHALL MATCH EXISTING CONDITIONS AS CLOSE AS POSSIBLE. DEMOLITION KEY NOTES EXISTING WINDOW 44'X 31" EXISTING WALL VENT FAN EXISTING GRAVEL STOP DRIP EDGE. EXISTING WEATHER SHELTER EXISTING DOOR

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WALLS

CEILING

DOOR

FLOOR

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

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DESCRIPTION

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1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

09/14/20

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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MATERIAL

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PRODUCT

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TRADENAME

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MODELNUMBER

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MATERIAL

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PRODUCT

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TRADENAME

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MATERIAL

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MODELNUMBER

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TRADENAME

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PRODUCT

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SEE NOTE 2

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PLAN VIEW SCALE 1"=1'-0"

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SEE NOTE 7

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EEW

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WHR

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SHW

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LAV

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URI

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TOI

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WATER HEATER CLOSET

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SEE NOTE 12

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CLEAN OUT

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RESTROOM FIXTURES & ACCESSORIES

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TOI

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BATHROOM TOILET

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URI

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BATHROOM URINAL

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LAV

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BATHROOM SINK

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SHW

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SHOWER STALL

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WHR

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ELECTRIC WATER HEATER

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EEW

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EMERGENCY EYE WASH/SHOWER

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SERVICE COLD WATER

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GRAB BARS

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MIRROR 18"X30" STAINLESS FRAMING, B-165.

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TRASH,RUBBERMAID COMMERCIAL 23 GALLON MODEL RCP354060BK

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BRIGHT SOLUTIONS SOAP DISPENSER (56744), NO SUBSTITUTIONS.

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GEORGIA PACIFIC PAPER TOWEL DISPENSER (59489), NO SUBSTITUTIONS.

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GEORGIA PACIFIC 2 ROLL TOILET PAPER DISPENSER (56784), NO SUBSTITUTIONS.

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SHOWER STALL CURTAIN

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NOTE: SEE FIXTURE SCHEDULE ON SHEET 8.

AutoCAD SHX Text GENERAL NOTES- 1. THIS IS AN EXISTING BUILDING- CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE THIS IS AN EXISTING BUILDING- CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF ANY ITEMS SUCH AS SINKS, URINALS AND SHOWER BASE. ALL NEW ITEMS TO USE EXISTING WATER TAPS AND WASTE WATER DRAINS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURES RECOMMENDATIONS WHEN INSTALLING CONTRACTOR SHALL FOLLOW MANUFACTURES RECOMMENDATIONS WHEN INSTALLING SHOWER DRAIN PAN AND MAKE FIELD ADJUSTMENTS TO EXISTING DRAIN LOCATION THAT WOULD INCLUDE CUTTING CONCRETE AND MOVING DRAIN TO MATCH. 3. CONTRACTOR SHALL INSTALL THE NECESSARY PLUMBING IN NEW SHOWER WALL "W1" TO CONTRACTOR SHALL INSTALL THE NECESSARY PLUMBING IN NEW SHOWER WALL "W1" TO FULLY CONNECT SHOWER FIXTURES. CONTRACTOR SHALL FIELD LOCATE AND CONNECT NEW PLUMBING TO EXISTING HOT/COLD WATER SUPPLY LINES FOUND IN CENTER WALL "W2". 4. ALL NEW INTERIOR WATER LINES SHALL BE INSULATED A MINIMUM OF 1 INCH ALL NEW INTERIOR WATER LINES SHALL BE INSULATED A MINIMUM OF 1 INCH THICKNESS WITH ARMAFLEX. 5. CONTRACTOR SHALL INSTALL ALL NEW TOILET, URINAL, SINK, WATER HEATER, SHOWER, CONTRACTOR SHALL INSTALL ALL NEW TOILET, URINAL, SINK, WATER HEATER, SHOWER, EMERGENCY SHOWER, INCLUDING SERVICE VALVES. REFER TO DRAWING 08. 6. URINAL SHALL BE MOUNTED NO HIGHER THAN 17" FROM FLOOR TO RIM. URINAL SHALL BE MOUNTED NO HIGHER THAN 17" FROM FLOOR TO RIM. 7. CONTRACTOR SHALL REPAIR AND FILL WITH CINDER BLOCK EXISTING VENT AND WINDOW CONTRACTOR SHALL REPAIR AND FILL WITH CINDER BLOCK EXISTING VENT AND WINDOW PENETRATIONS USING APPROPRIATE PATCH METHOD FOR CINDER BLOCK WALL. FIT AND FINISH TO MACH EXISTING CINDER BLOCK WALL CONSTRUCTION. 8. FRAMED WALL INSULATION AT MINIMUM SHALL BE R-13 VALUE. CEILING INSULATION FRAMED WALL INSULATION AT MINIMUM SHALL BE R-13 VALUE. CEILING INSULATION SHALL BE OF A MINIMUM OF R-19 VALUE. 9. CONTRACTOR SHALL INSTALL GYPSUM BOARD THAT IS "" TYPE X MOISTURE RESISTANT CONTRACTOR SHALL INSTALL GYPSUM BOARD THAT IS "" TYPE X MOISTURE RESISTANT 58"" TYPE X MOISTURE RESISTANT IN ALL AREAS OF CENTER WALL, NEW WALL AND CEILING. 10. SECTIONS A-A & B-B FOUND IN DRAWING 06. SECTIONS A-A & B-B FOUND IN DRAWING 06. 11. CONTRACTOR SHALL INSTALL ALL NEW TOILET AND URINAL PARTITION WALLS MADE OF CONTRACTOR SHALL INSTALL ALL NEW TOILET AND URINAL PARTITION WALLS MADE OF POWDER COATED METAL AND FULLY SELF SUSTAINABLE USING AN OVERHEAD BRACED FLOOR ANCHORED SYSTEM. INCLUDE TOILET PARTITION DOOR. SYSTEM COLOR WHITE. 12. CONTRACTOR SHALL RELOCATE DRAIN, THIS WILL ENTAIL CUTTING EXISTING CONCRETE CONTRACTOR SHALL RELOCATE DRAIN, THIS WILL ENTAIL CUTTING EXISTING CONCRETE AND INSTALLING NEW DRAIN, FITTINGS, GRID MESH, AND FILL, REFINISH CONCRETE. INSTALL NEW DRAIN GRID MESH AND FIT TO NEW TILE FLOOR. KEYED NOTES NEW WALL SHALL BE CONSTRUCTED OF METAL 2"X4" 20 GA METAL STUDS 16" CENTERS AND 58" TYPE X MOISTURE RESISTANT GYPSUM BOARD. THIS WALL TO BE ATTACHED TO EXISTING CENTER WALL STRUCTURE, CEILING AND FLOOR USING BEST CONSTRUCTION PRACTICES. NEW WALL TILE SHALL BE INSTALLED USING "X4"X4" TILE. INSTALL ALL AROUND CENTER 14"X4"X4" TILE. INSTALL ALL AROUND CENTER WALL AND WATER HEATER CLOSET WALL AT A HEIGHT OF 6'-2 " FROM FLOOR LEVEL. INSTALL 34" FROM FLOOR LEVEL. INSTALL MATCHING COVE BASE TILES. COLOR: WHITE NEW CEILING SHALL BE " TYPE MOISTURE RESISTANT GYPSUM BOARD. PAINT WITH 1 COAT 58" TYPE MOISTURE RESISTANT GYPSUM BOARD. PAINT WITH 1 COAT PRIMER AND 2 FINISH COATS. COLOR WHITE. SMOKE DETECTOR WITH STROBE, CEILING MOUNTED, HARDWIRED. NEW 36"x81"(FIELD VERIFY) HEAVY DUTY STEEL DOOR WITH SCHLAGE ENTRANCE LOCK AL SERIES CYLINDRICAL SERIES HARDWARE. 2 SETS OF KEYS. NEW 28"X 81" INTERIOR DOOR, WITH FRAME AND HINGES. STANDARD NO LOCK SCHLAGE CYLINDRICAL HANDLE SET AND HARDWARE. FINSIHED FLOOR SHALL BE 4" X 4" X " SLIP RESISTANT PORCELAIN TILE. INSTALL 4" 14" SLIP RESISTANT PORCELAIN TILE. INSTALL 4" PORCELAIN TILE AT BASE OF INTERIOR WALL PERIMETER. COLOR WHITE.

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BLDG. 21386 NEW CONSTRUCTION

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SCALE: 1"=1'-0"

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WS-21386-2020-A-100-0505

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BLDG. 21386 NEW CONSTRUCTION

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ARCH D

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SECTION C-C

SECTION B-B

SECTION A-A

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

VARIES

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

WALLS

DES

BID

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EXISTING BLOCK WALL

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EXISISTING FRAMED WALL

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NEW FRAMED WALL

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SHOWER DRAIN

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SCALE 1-1/2"=1'-0"

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SEE NOTE 2.

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EXISTING BLOCK WALL

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EXISTING CENTER WALL WITH NEW GYPSUM BOARD

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SCALE 1"=1'-0"

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ROUGH DOOR OPENING DOOR NOT SHOWN

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CEILING

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FLOOR

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EXISTING CENTER WALL

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BLDG. 21386 SECTIONS

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WS-21386-2020-D-100-0606

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BLDG. 21386 SECTIONS

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GENERAL NOTES- 1. THIS IS AN EXISTING BUILDING- CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE THIS IS AN EXISTING BUILDING- CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE INSTALLATION OF ANY ITEMS SUCH AS SINKS, URINALS AND SHOWER BASE. ALL NEW ITEMS TO USE EXISTING WATER TAPS AND WASTE WATER DRAINS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURES RECOMMENDATIONS WHEN INSTALLING CONTRACTOR SHALL FOLLOW MANUFACTURES RECOMMENDATIONS WHEN INSTALLING SHOWER DRAIN PAN AND MAKE FIELD ADJUSTMENTS TO EXISTING DRAIN LOCATION THAT WOULD INCLUDE CUTTING CONCRETE AND MOVING DRAIN TO MATCH. SETION C-C IS FOR REFERENCE ONLY AND WILL VARY BY SHOWER KIT MANUFACTURER. 3. CONTRACTOR SHALL INSTALL THE NECESSARY PLUMBING IN NEW SHOWER WALL "W1" TO CONTRACTOR SHALL INSTALL THE NECESSARY PLUMBING IN NEW SHOWER WALL "W1" TO FULLY CONNECT SHOWER FIXTURES. CONTRACTOR SHALL FIELD LOCATE AND CONNECT NEW PLUMBING TO EXISTING HOT/COLD WATER SUPPLY LINES FOUND IN CENTER WALL "W2". 4. ALL NEW INTERIOR WATER LINES SHALL BE INSULATED WITH ARMAFLEX. ALL NEW INTERIOR WATER LINES SHALL BE INSULATED WITH ARMAFLEX. 5. CONTRACTOR SHALL INSTALL ALL NEW TOILET, URINAL, SINK, WATER HEATER, SHOWER, CONTRACTOR SHALL INSTALL ALL NEW TOILET, URINAL, SINK, WATER HEATER, SHOWER, EMERGENCY SHOWER, INCLUDING SERVICE VALVES. REFER TO DRAWING 08. 6. FRAMED WALL INSULATION AT MINIMUM SHALL BE R13 VALUE. CEILING INSULATION SHALL FRAMED WALL INSULATION AT MINIMUM SHALL BE R13 VALUE. CEILING INSULATION SHALL BE OF A MINIMUM OF R-19 VALUE. 7. CONTRACTOR SHALL INSTALL GYPSUM BOARD THAT IS "" TYPE X MOISTURE RESISTANT CONTRACTOR SHALL INSTALL GYPSUM BOARD THAT IS "" TYPE X MOISTURE RESISTANT 58"" TYPE X MOISTURE RESISTANT IN ALL AREAS OF CENTER WALL, NEW WALL AND CEILING. . 8. SHOWER DESIGN BASED ON A 32"X32"X72.8" 2-PIECE SHOWER STALL WITH CENTER SHOWER DESIGN BASED ON A 32"X32"X72.8" 2-PIECE SHOWER STALL WITH CENTER DRAIN KIT.(AQUATIC VARIA 13232P OR APPROVED EQUAL) 9. FOLLOW SHOWER KIT MANUFACTURER RECOMMENDATIONS. FOLLOW SHOWER KIT MANUFACTURER RECOMMENDATIONS. KEYED NOTES NEW WALL SHALL BE CONSTRUCTED OF METAL 2"X4" 20 GA METAL STUDS 16" CENTERS AND 58" TYPE X MOISTURE RESISTANT GYPSUM BOARD. THIS WALL TO BE ATTACHED TO EXISTING CENTER WALL STRUCTURE, CEILING AND FLOOR USING BEST CONSTRUCTION PRACTICES. NEW WALL TILE SHALL BE INSTALLED USING "X4"X4" TILE. INSTALL ALL AROUND CENTER 14"X4"X4" TILE. INSTALL ALL AROUND CENTER WALL AND NEW WALL "W3" AT A HEIGHT OF 6'-2 " FROM FLOOR LEVEL. COLOR: WHITE. 34" FROM FLOOR LEVEL. COLOR: WHITE. NEW CLOSET WALL SHALL BE CONSTRUCTED OF METAL 2"X4" 20 GA METAL STUDS 16" CENTERS AND " TYPE X MOISTURE RESISTANT GYPSUM BOARD. THIS WALL TO BE 58" TYPE X MOISTURE RESISTANT GYPSUM BOARD. THIS WALL TO BE ATTACHED TO EXISTING CENTER WALL STRUCTURE, CEILING AND FLOOR USING BEST CONSTRUCTION PRACTICES.

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DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

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SUBMITTED

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CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

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DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1-1/2"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

VIEW-H

VIEW-I

DES

BID

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MATERIAL

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TRADENAME

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MODELNUMBER

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BOLLARD

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EXISTING EXTERIOR WALL

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ROOF PLYWOOD

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BATHROOM FAN

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FLEX DUCT

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CEILING

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BATHROOM VENT COVER

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CUT, GRAVEL STOP AS NEEDED

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CUT/TRIM WOOD BLOCK

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BLDG. 21386 HVAC

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

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WS-21386-2020-M-100-0707

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BLDG. 21386 HVAC

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AutoCAD SHX Text GENERAL NOTES- 1. CONTRACTOR SHALL INSTALL NEW CONDENSER AND WALL MOUNTED AIR HANDLER PER CONTRACTOR SHALL INSTALL NEW CONDENSER AND WALL MOUNTED AIR HANDLER PER MANUFACTURERS RECOMMENDATIONS USING A LICENSED AND/CERTIFIED HVAC TECHNICIAN. 2. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER REPRESENTATIVE (COR) A THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER REPRESENTATIVE (COR) A STARTUP REPORT DETAILING ALL CHECKS WERE PASSED BY THE LICENSED/CERTIFIED HVAC TECHNICIAN AND ENSURE THE HVAC UNIT IS IN GOOD WORKING CONDITION. 3. OUTDOOR CONDENSER AND INTERIOR WALL MOUNT UNITS SHALL MEET HVAC OUTDOOR CONDENSER AND INTERIOR WALL MOUNT UNITS SHALL MEET HVAC REQUIREMENTS FROM HVAC DESIGN TABLE OR GOVERNMENT APPROVED EQUAL. THE HVAC UNIT SHALL BE SPECIFIED FOR OPERATION AT 4,300 FOOT ELEVATION. 4. ALL MECHANICAL WORK SHALL BE IN ACCORDANCE WITH UNIFIED BUILDING CODE (UFC) ALL MECHANICAL WORK SHALL BE IN ACCORDANCE WITH UNIFIED BUILDING CODE (UFC) 23-81-00 SECTIONS 3.2 INSTALLATION, SECTION 3.3 CLEANING/ADJUSTING AND SECTION 3.5 START UP. 5. CONCRETE CONDENSER MOUNTING PAD SHALL BE 18"X40"X4" STEEL REINFORCED CONCRETE CONDENSER MOUNTING PAD SHALL BE 18"X40"X4" STEEL REINFORCED CONSTRUCTION. BASIS OF DESIGN IS A PRECAST UNIT: HOME DEPOT, DIVERSITECH MODEL DIVCCPH18404 OR GOVERNMENT APPROVED EQUAL. 6. CONTRACTOR SHALL INSTALL WALL MOUNT PROGRAMMABLE THERMOSTAT WITH PIN CONTRACTOR SHALL INSTALL WALL MOUNT PROGRAMMABLE THERMOSTAT WITH PIN ACCESS, COMPATIBLE WITH THE UNIT SPECIFIED, MODEL (PAR-33MAA) WIRED MA CONTROLLER OR GOVERNMENT APPROVED EQUAL. THERE SHALL BE A SYSTEM CONTROL INTERFACE FOR THE UNITS MODEL(MAC-333IF-E) OR GOVERNMENT APPROVED EQUAL. 7. SEALANT FOR ALL WALL PENETRATIONS SHALL MEET OR EXCEED CHEMLINK WALL SEALANT FOR ALL WALL PENETRATIONS SHALL MEET OR EXCEED CHEMLINK WALL SECURE HIGH PERFORMANCE WALL AND BLOCK ADHESIVE. 8. CONTRACTOR SHALL INSULATE ALL REFRIGERANT PIPING WITH FLEXIBLE ELECTROMETRIC CONTRACTOR SHALL INSULATE ALL REFRIGERANT PIPING WITH FLEXIBLE ELECTROMETRIC CELLULAR MATERIAL. REFRIGERANT LINES SUCTION PIPING INSULATION SHALL BE 1" THICK. PIPING AND INSULATION SHALL BE PROTECTED BY A LINE HIDE SYSTEM AS RECOMMENDED BY THE HVAC MANUFACTURER. 9. CONTRACTOR SHALL SUPPLY AND INSTALL NEW 6-INCH DIAMETER STEEL PIPE FILLED CONTRACTOR SHALL SUPPLY AND INSTALL NEW 6-INCH DIAMETER STEEL PIPE FILLED WITH CONCRETE, BOLLARDS FOUNDATION SHALL BE 3' DEEP AND SHALL BE AT A MINIMUM OF 4' ABOVE FINISH GRADE. 10. DRAINAGE PIPING MATERIAL SHALL BE 1-1/4" TYPE " L" COPPER PIPE AND SHALL DRAINAGE PIPING MATERIAL SHALL BE 1-1/4" TYPE " L" COPPER PIPE AND SHALL HAVE A DOWNWARD SLOPE OF 1/8" AT A MINIMUM. 11. CONTRACTOR SHALL INSTALL WALL MOUNTED HEATER WITH THERMOSTAT. CONTRACTOR SHALL INSTALL WALL MOUNTED HEATER WITH THERMOSTAT. KEYED NOTES NEW 6,000 BTU/HR OUTSIDE CONDENSER WITH BASEPAN HEATER, CONTRACTOR SHALL SECURE TO DESIGN PAD WITH 4 EACH-3/8" DIAMETER X 2.5" INCH OUTDOOR CONCRETE SCREW WITH WASHERS. NEW 6,000 BTU/HR WALL MOUNT AIR HANDLER UNIT, CONTRACTOR SHALL SECURE TO 6,000 BTU/HR WALL MOUNT AIR HANDLER UNIT, CONTRACTOR SHALL SECURE TO 6,000 BTU/HR WALL MOUNT AIR HANDLER UNIT, CONTRACTOR SHALL SECURE TO EXISTING WALL STRUCTURE ACCORDING TO MANUFACTURER RECCOMENDATIONS. THERMOSTAT FOR HVAC SHALL BE INSTALLED IN THE LOCATION SHOWN AND BE 48 INCHES ABOVE FINISHED GRADE. NEW VENT (2 SONE, 80 CFM, WHITE, BATHROOM FAN.) ELECTRIC HEATER, WALL MOUNTED UNIT. (STIEBEL ELTRON, 1500 WATT, 120 VOLT) THERMOSTAT, ELECTRIC HEATER SHALL BE INSTALLED IN THE LOCATION SHOWN AND BE 48 INCHES ABOVE FINISHED GRADE.

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CONDENSOR UNIT DATA TABLE

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6,000 BTU/HR CONDENSOR UNIT(MODEL: MUZ-FHO6NAH) OR GOVERNMENT APPROVED EQUAL.

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COOLING (BTU/HR)

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HEATING (BTU/HR)

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VOLTAGE

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208/230V, 1PHASE, 60HZ

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BREAKER

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WALL MOUNT AIR HANDLER

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6,000 BTU/HR INDOOR UNIT (MODEL: MSZ-FHO6NA) OR GOVERNMENT APPROVE EQUAL.

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COOLING (BTU/HR)

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HEATING (BTU/HR

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VOLTAGE

DRAIN

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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MATERIAL

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PLAN VIEW SCALE 1"=1'-0"

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EEW

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WHR

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SHW

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LAV

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URI

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TOI

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SEE NOTE 2 AND 3.

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SEE NOTE 5.

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PLUMBING

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FIXTURES

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FIXTURE/EQUIPMENT MATERIAL

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TOI

AutoCAD SHX Text TOILET, TWO PIECE, TANK STYLE, FLOOR MOUNTED, EPA WATER SENSE, ADA COMPLIANT, WHITE, TWO PIECE,ELONGATED BOWL. ( KOHLER CIMARRON) OR GOVERNMENT APPROVED EQUAL.

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URI

AutoCAD SHX Text URINAL, WALL MOUNTED, EPA WATER SENSE, ADA COMPLIANT, WHITE, " TOP SPUD, 0.5 GPF OR 1.0GPF. FLUSH VALVE: WAVE EXPOSED WASHOUT URINAL FLUSHOMETER 34" TOP SPUD, 0.5 GPF OR 1.0GPF. FLUSH VALVE: WAVE EXPOSED WASHOUT URINAL FLUSHOMETER CHROME.(KOHLER DEXSTER K-5016) OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

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LAV

AutoCAD SHX Text LAVATORY, WALL-MOUNT BATHROOM SINK, ADA COMPLIANT, WHITE, VITREOUS CHINA, GRID STYLE DRAIN (KOHLER, K-2032) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

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WHR

AutoCAD SHX Text WATER HEATER ELECTRIC, AO SMITH, E6-30R45DVB,4500/4500-WATT ELEMENTS, 30 GALLON. OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

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EEW

AutoCAD SHX Text SAFETY SHOWER EYEWASH STATION, SPEAKMAN, SE-697, FLOOR MOUNTED, SHOWER/EYE WASH SYSTEM. OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

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SHW

AutoCAD SHX Text SHOWER,32"X32"X72.8" 2-PIECE SHOWER STALL WITH CENTER DRAIN , WHITE. (AQUATIC VARIA 13232P) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text BALL VALVE, WATER HEATER SUPPLY, " LEAD FREE BRASS, FULL PORT.34" LEAD FREE BRASS, FULL PORT.

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BALL VALVE, E. SHOWER SUPPLY, 1" LEAD FREE BRASS, FULL PORT.

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AutoCAD SHX Text SILCOCK, SERVICE COLD WATER SUPPLY, FNPT, ", BRASS, MULTI TURN, HAND-WHEEL, OR GOVERNMENT APPROVED EQUAL.12", BRASS, MULTI TURN, HAND-WHEEL, OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text RUBBER HOSE, SERVICE COLD WATER SUPPLY, 31 INCHES AND HANGER COMBO, STAINLESS STEEL. (GRAINGER # 11U260) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text FAUCET, BATHROOM SINK, 2 HANDLE, WITH DRAIN, EPA WATER SENSE, ADA COMPLIANT.(DELTA FOUNDATIONS #B2515LF) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text FAUCET WITH VALVE, SHOWER, 1 HANDLE, EPA WATER SENSE, ADA COMPLIANT. (DELTA FOUNDATIONS #B114915C) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text MISC. ALL FIXTURES TO HAVE WATER SHUT OFF VALVES (BRASSCRAFT OR17C) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

AutoCAD SHX Text MISC. ALL FIXTURES TO HAVE RISERS (BRASSCRAFT 1-20AC) OR GOVERNMENT APPROVED EQUAL.OR GOVERNMENT APPROVED EQUAL.GOVERNMENT APPROVED EQUAL.

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MISC. ALL PLUMBING PASSING THROUGH WALLS TO INCLUDE CHROME ESCUTCHEONS PLATES.

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MISC. BRASS DIELECTRIC UNIONS TO BE USED ON WATER HEATER CONNECTIONS.

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MISC. COPPER PIPE, HARD TYPE L, CONCEALED IN STRUCTURE.

AutoCAD SHX Text MISC. INSULATE 1" ON HOT AND COLD SUPPLY PIPE.(ARMACELL APT 05810 ARAMFLEX OR GOVERNMENT APPROVED EQUAL.)OR GOVERNMENT APPROVED EQUAL.)GOVERNMENT APPROVED EQUAL.)

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BLDG. 21386 PLUMBING PLAN

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SCALE: 1'=1'-0"

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WS-21386-2020-P-100-0808

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BLDG. 21386 PLUMBING PLAN

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ARCH D

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AutoCAD SHX Text GENERAL NOTES- 1. PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND COMPLY WITH PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND COMPLY WITH NATIONAL PLUMBING CODE. 2. EXISTING COLD AND HOT WATER PLUMBING SHALL BE INSPECTED AND 16 FEET OF " EXISTING COLD AND HOT WATER PLUMBING SHALL BE INSPECTED AND 16 FEET OF " 34" TYPE L COPPER PIPE SHALL BE REPAIRED OR REPLACED. 3. FIELD ADJUST PLUMBING CONNECTIONS AS NEEDED TO FULLY CONNECT ALL FIXTURES FIELD ADJUST PLUMBING CONNECTIONS AS NEEDED TO FULLY CONNECT ALL FIXTURES TO THEIR RESPECTIVE WATER SERVICE CONNECTIONS. 4. CONTRACTOR SHALL USE EXISTING DRAINS OUTLETS LOCATED IN THE CENTER WALL AND CONTRACTOR SHALL USE EXISTING DRAINS OUTLETS LOCATED IN THE CENTER WALL AND INSTALL PLUMBING FROM THE DRAIN TO THE NEW FIXTURES. 5. WATER HEATER T&P VALVE SHALL BE PIPED USING COPPER PIPE SIZED NO SMALLER WATER HEATER T&P VALVE SHALL BE PIPED USING COPPER PIPE SIZED NO SMALLER THAN THE OUTLET DIAMETER OF THE T&P VALVE. T&P VALVE SHALL CONNECT BACK TO EXISTING DRAIN PLUMBING FOUND IN WALL. 6. CONNECT NEW EMERGENCY EYE WAS TO EXISTING COLD WATER SUPPLY. CONNECT NEW EMERGENCY EYE WAS TO EXISTING COLD WATER SUPPLY.

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PLUMBING LEGEND

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SYMBOL/ ABBREVIATIONS

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DESCRIPTION

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COLD WATER

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HOT WATER

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DRAIN

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MISC. VALVE

DIELECTRIC UNION

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1/8" = 1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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BUILDING 21386

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EXISTING CONCRETE SEPTIC TANK 1,455 GALLON

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YARD FENCE

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NEW 1,000 GAL. SEPTIC TANK

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INSPECTION PORTS

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NEW INFILTRATOR CHAMBERS (DRAIN FIELD)

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DISTRIBUTION BOX

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SEE NOTE 2

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SEE NOTE 3.

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CLEAN OUT

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T-POST

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FIELD ACCESS 36"

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SEE NOTE 15.

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EXISTING WATER LINE

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BACKFILL (EARTH)

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UNSATURATED COVER

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TYPICAL CROSS SECTION ABSORPTION TRENCH NO SCALE

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INFILTRATOR CHAMBER

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WS-21386-2020-X-100-0921386-2020-X-100-09-2020-X-100-0909

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BLDG. 21386 21386 SEPTIC

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ARCH D

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AutoCAD SHX Text GENERAL NOTES- 1. CONTRACTOR SHALL LOCATE AND REMOVE EXISTING SEPTIC TANK BY FIRST HAVING ALL CONTRACTOR SHALL LOCATE AND REMOVE EXISTING SEPTIC TANK BY FIRST HAVING ALL LIQUID WASTE PUMPED OUT AND REMOVED FROM WHITE SANDS MISSILE RANGE (WSMR) TO BE DISPOSED OF IN A APPROPRIATE MANNER. EXISTING SEPTIC PIPE TO BE ABANDONED IN PLACE EXCEPT WHERE NOTED. DISPOSE OF THE TANK OUTSIDE OF WSMR IN ACCORDANCE WITH THE STATE OF NEW MEXICO REGULATION 20.7.3.701. FILL THE AREA LEFT BY THE TANK WITH NATIVE SOIL FREE FROM ROOTS , STUMPS OR ANY OTHER DEBRIS AND THEN PROCEED TO MECHANICALLY COMPACT. 2. CONTRACTOR SHALL REMOVE 1 FOOT OF PIPE AT EACH SIDE OF TANK TO FACILITATE CONTRACTOR SHALL REMOVE 1 FOOT OF PIPE AT EACH SIDE OF TANK TO FACILITATE REMOVAL. 3. CONTRACTOR SHALL REMOVE 4FT OF EXISTING SEPTIC PIPE AT THE ENTRANCE TO THE CONTRACTOR SHALL REMOVE 4FT OF EXISTING SEPTIC PIPE AT THE ENTRANCE TO THE BUILDING TO MAKE ROOM FOR THE INSTALLATION OF NEW PVC SEPTIC PIPE TO THE NEW SEPTIC TANK. 4. CONTRACTOR SHALL USE NEW 4" DIAMETER SDR-35 PVC PIPE. INSTALL CLEANOUTS AT CONTRACTOR SHALL USE NEW 4" DIAMETER SDR-35 PVC PIPE. INSTALL CLEANOUTS AT UPPER TERMINALS IN ACCORDANCE WITH NEW MEXICO REGULATION 20.7.3.701 AND INTERNATIONAL PLUMBING CODES. NEW INSTALLED PIPE SHALL HAVE A MINIMUM SLOPE OF INCH PER FOOT OR 2% TO THE POINT OF DISPOSAL. 14 INCH PER FOOT OR 2% TO THE POINT OF DISPOSAL. 5. CONTRACTOR SHALL INSTALL A NEW LEACH FIELD (ABSORPTION FIELD) USING A CONTRACTOR SHALL INSTALL A NEW LEACH FIELD (ABSORPTION FIELD) USING A INFILTRATOR SYSTEM. THE CONTRACTOR SHALL MAKE ALL SEPTIC PVC PIPE CONNECTIONS AT THE SEPTIC TANK LEAK PROOF. 6. NEW SEPTIC SYSTEM SHALL BE INSTALLED FOLLOWING STATE AND COUNTY REGULATIONS, NEW SEPTIC SYSTEM SHALL BE INSTALLED FOLLOWING STATE AND COUNTY REGULATIONS, SPECIFICALLY NMAC 20.7.3.701. THE CONTRACTOR SHALL BE LICENSED IN THE STATE OF NEW MEXICO AND SHALL BE FAMILIAR WITH SEPTIC AND DRAINFIELD WORK. 7. THE NEW DRAIN FIELD SYSTEM TRENCH WIDTHS SHALL BE THREE FEET. THE NEW DRAIN FIELD SYSTEM TRENCH WIDTHS SHALL BE THREE FEET. 8. MINIMUM SPACING BETWEEN TRENCHES SHALL BE FOUR FEET PLUS TWO FEET FOR EACH MINIMUM SPACING BETWEEN TRENCHES SHALL BE FOUR FEET PLUS TWO FEET FOR EACH ADDITIONAL FOOT OF DEPTH BELOW THE INVERT OF THE DISTRIBUTION LINE. 9. ALL PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM D3034. END CAPS SHALL BE ALL PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM D3034. END CAPS SHALL BE INSTALLED ON ALL DISTRIBUTION LINES. 10. CONNECTIONS BETWEEN A SEPTIC TANK AND DISTRIBUTION BOX OR DRAINFIELD SHALL BE CONNECTIONS BETWEEN A SEPTIC TANK AND DISTRIBUTION BOX OR DRAINFIELD SHALL BE LAID WITH APPROVED PIPE WITH WATERTIGHT JOINTS ON NATURAL GROUND OR COMPACTED FILL OR APPROPRIATE BEDDING MATERIAL. SUCH APPROVED PIPE SHALL BE SDR 35. 11. CAPPED INSPECTION PORTS SHALL BE CONSTRUCTED, AT A MINIMUM, OF FOUR INCH CAPPED INSPECTION PORTS SHALL BE CONSTRUCTED, AT A MINIMUM, OF FOUR INCH DIAMETER, SDR 35 PIPE INSTALLED AT THE END OF EACH TRENCH, PROVIDE INSPECTION ACCESS TO THE BOTTOM OF THE TRENCH AND TERMINATE AT FINISHED GROUND LEVEL. 12. WHERE TWO OR MORE DRAIN LINES ARE INSTALLED, ONE APPROVED DISTRIBUTION BOX OF WHERE TWO OR MORE DRAIN LINES ARE INSTALLED, ONE APPROVED DISTRIBUTION BOX OF SUFFICIENT SIZE TO RECEIVE LATERAL LINES SHALL BE INSTALLED. THE INVERTS OF ALL OUTLETS SHALL BE LEVEL AND THE INVERT OF THE INLET SHALL BE AT LEAST ONE INCH ABOVE THE OUTLETS. DISTRIBUTION BOXES SHALL BE DESIGNED TO ENSURE EQUAL FLOW AND SHALL BE INSTALLED ON A LEVEL BASE IN NATURAL UNDISTURBED OR COMPACTED SOIL OR ON A CONCRETE FOOTING. ACCESS TO THE DISTRIBUTION BOX SHALL BE PROVIDED AT THE GROUND SURFACE. 13. THE NEW INFILTRATOR SYSTEM SHALL BE COVERD WITH A BACKFILL THAT SHALL CONSIST THE NEW INFILTRATOR SYSTEM SHALL BE COVERD WITH A BACKFILL THAT SHALL CONSIST OF CLEAN NATIVE SURFACE SOILS FREE OF ROCKS LARGER THAN 2 INCHES, ROOTS, STUMPS OR ANY DEBRIS. 14. THE TOP OF A NEW ABSORPTION TRENCH SHALL BE HAND TAMPED WITH 4 TO 6IN OF THE TOP OF A NEW ABSORPTION TRENCH SHALL BE HAND TAMPED WITH 4 TO 6IN OF EARTH. 15. CONTRACTOR SHALL INSTALL A BARB WIRE FENCE AROUND THE LEACH FIELD PERIMETER. CONTRACTOR SHALL INSTALL A BARB WIRE FENCE AROUND THE LEACH FIELD PERIMETER. T-POSTS SHALL BE SPACED 10' APART AND 3 STRANDS OF 12 GAUGE BARB WIRE TO BE INSTALLED. A 36" ENTRANCE SHALL BE ALLOWED IN THE FENCE FOR ACCESS PURPOSES.

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BLDG.21386 SEPTIC21386 SEPTIC SEPTICSEPTIC

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FIELD NOTES- 1. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES WITHIN THE PROJECT SITE. 2. THE CONTRACTOR SHALL PROVIDE 1 EACH PORTABLE TOILETS AND 1 EACH HAND WASHING STATIONS FOR USE BY THE CONTRACTOR SHALL PROVIDE 1 EACH PORTABLE TOILETS AND 1 EACH HAND WASHING STATIONS FOR USE BY HOLDING YARD USERS FOR THE DURATION OF TIME THE YARD RESTROOMS WILL BE UNAVAILABLE. THE CONTRACTOR SHALL SERVICE AND PROVIDE SUPPLIES FOR THE PORTABLE TOILETS AND HAND WASHING STATIONS FOR THE DURATION OF THE CONSTRUCTION. THIS IS IN ADDITION TO THE SEPARATE PORTABLE TOILETS THAT THE CONTRACTOR IS REQUIRED TO SUPPLY FOR ITS OWN PERSONNEL TO USE. 3. CONTRACTOR SHALL FOLLOW BEST MANAGEMENT PRACTICES WHEN DISTURBING SOILS. CONTRACTOR SHALL FOLLOW BEST MANAGEMENT PRACTICES WHEN DISTURBING SOILS. 4. THE CONTRACTOR SHALL CLEAR CONSTRUCTION AREAS RELATED TO THE SEPTIC SYSTEM OF GRAVEL TO MAKE THE CONTRACTOR SHALL CLEAR CONSTRUCTION AREAS RELATED TO THE SEPTIC SYSTEM OF GRAVEL TO MAKE ENOUGH ROOM FOR CONSTRUCTION AND TO PLACE EXCAVATION SOIL MATERIAL. THE CONTRACTOR SHALL INSTALL THE DRAIN FIELD INFILTRATOR CHAMBER SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 5. CONTRACTOR SHALL REINSTALL GRAVEL AND RETURN AREAS IN THE FIELD BACK TO THEIR ORIGINAL CONDITION CONTRACTOR SHALL REINSTALL GRAVEL AND RETURN AREAS IN THE FIELD BACK TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION.

PLYWOOD DECK

PEA GRAVEL

4 INTER PLIES OF GLASS FELT

ASPHALT LAYER

FASTENER STAPLE

FASTENERS & PLATES

VAPOR BARRIER

PERLITE COVER BOARD

POLYISOCYANURATE

ROOF INSULATION

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

3/4"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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ROOF BLDG. 21386 PLAN VIEW

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EXISTING VENT

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TYPICAL BUILT UP ROOF DETAIL

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SCALE: NONE

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BLDG. 21386 ROOF REPAIR

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

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WS-21386-2020-A-100-1010

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BLDG. 21386 ROOF REPAIR

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AutoCAD SHX Text GENERAL NOTES- 1. CONTRACTOR SHALL INSTALL A BUILT UP ROOF SYSTEM CONSISTING OF VAPOR BARRIER, CONTRACTOR SHALL INSTALL A BUILT UP ROOF SYSTEM CONSISTING OF VAPOR BARRIER, INSULATION, COVER BOARD, 4 INTER PLIES OF GLASS FELT, AND PEA GRAVEL. 2. CONTRACTOR SHALL PRIME ALL SURFACES TO BE IN CONTACT WITH ADHERED MEMBRANE CONTRACTOR SHALL PRIME ALL SURFACES TO BE IN CONTACT WITH ADHERED MEMBRANE MATERIALS. APPLICATION OF PRIMER SHALL BE 0.75 GALLONS PER 100 SQUARE FOOT OR AS RECCOMENDED BY ROOF MEMBRANE PRINTED INSTRUCTIONS. 3. CONTRACTOR SHALL USE ASPHALT IN ACCORDANCE TO ASTM D312/D312M(TYPEIII) THAT CONTRACTOR SHALL USE ASPHALT IN ACCORDANCE TO ASTM D312/D312M(TYPEIII) THAT IS COMPATIBLE WITH THE MEMBRANE AND SLOPE CONDITIONS OF " IN 12 INCHES. 18" IN 12 INCHES. 4. CONTRACTOR SHALL APPLY ASPHALT AND EMBED MEMBRANE WHEN THE TEMPERATURE CONTRACTOR SHALL APPLY ASPHALT AND EMBED MEMBRANE WHEN THE TEMPERATURE OF ASPHALT IS WITHIN PLUS OR MINUS (+/-) 25F OF THE EQUIVISCOUS TEMPERATURE FOR THE SPECIFIED PRODUCT. 7. CONTRACTOR SHALL APPLY ASPHALT AT A RATE OF 25 POUNDS PER 100 SQUARE FEET CONTRACTOR SHALL APPLY ASPHALT AT A RATE OF 25 POUNDS PER 100 SQUARE FEET PLUS OR MINUS (+/-) 25%. 8. CONTRACTOR SHALL FULLY ADHERE BASE SHEETS IN ACCORDANCE WITH MEMBRANE CONTRACTOR SHALL FULLY ADHERE BASE SHEETS IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S PRINTED INSTRUCTIONS. 9. CONTRACTOR SHALL INSTALL FABRICATED GRAVEL STOP/FASCIA WITH FLANGES THAT CONTRACTOR SHALL INSTALL FABRICATED GRAVEL STOP/FASCIA WITH FLANGES THAT EXTEND AT LEAST 4 INCHES ONTO THE ROOFING AND SECURE WITH ROOFING NAILS (1.5INCHES). SPACED 3IN CENTER AND STAGGERED. 10. CONTRACTOR SHALL PRIME ALL METAL SURFACES PRIOR TO SETTING IN BITUMINOUS CONTRACTOR SHALL PRIME ALL METAL SURFACES PRIOR TO SETTING IN BITUMINOUS MATERIALS. 11. CONTRACTOR SHALL INSTALL NEW GRAVEL STOP/FASCIA ALL AROUND THE ROOF CONTRACTOR SHALL INSTALL NEW GRAVEL STOP/FASCIA ALL AROUND THE ROOF PERIMETER AFTER ALL PLIES OF ROOFING MEMBRANE HAVE BEEN INSTALLED AND BEFORE THE FLOOD COAT. 12. CONTRACTOR SHALL USE WATER WORN GRAVEL, CRUSHED STONE ( " TO ") CONTRACTOR SHALL USE WATER WORN GRAVEL, CRUSHED STONE ( " TO ") 14" TO ") 12") CONFORMING TO ASTM D1683/D1863M. 13. GRAVEL LAYER THICKNESS SHALL BE 0.5 INCHES TO 0.75 INCHES EMBEDDED IN A GRAVEL LAYER THICKNESS SHALL BE 0.5 INCHES TO 0.75 INCHES EMBEDDED IN A BITUMINOUS FLOOD COAT. 14. CONTRACTOR SHALL INSTALL NEW WATER PROOF BASE FLASHING FOR THE EXISTING CONTRACTOR SHALL INSTALL NEW WATER PROOF BASE FLASHING FOR THE EXISTING ROOF VENT. KEYED NOTES NEW GRAVEL STOP/ DRIP EDGE ALL AROUND ROOF PERIMETER.

SECTION E-E

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1-1/2"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

V. CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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REFRIGERANT LINES AND CONNECTING WIRE WITH WEATHER COVER

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CONDENSATE DRAIN WITH COVER

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CONCRETE FILLED BOLLARD

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INDOOR UNIT

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COMPACTED SOIL

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BUILDING WALL

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OUTDOOR UNIT

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BLDG. 21386 MECHANICAL SECTIONS

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WS-21386-2020-M-100-1111

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BLDG. 21386 MECHANICAL SECTIONS

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GENERAL NOTES- 1. CONTRACTOR SHALL INSTALL CONCRETE FILLED BOLLARDS WITH ROUNDED TOP. CONTRACTOR SHALL INSTALL CONCRETE FILLED BOLLARDS WITH ROUNDED TOP. 2. CONTRACTOR SHALL LEVEL AND COMPACT SOIL FOR INSTALLATION OF CONCRETE PAD. CONTRACTOR SHALL LEVEL AND COMPACT SOIL FOR INSTALLATION OF CONCRETE PAD. 3. CONTRACTOR SHALL PROPERLY ANCHOR OUTDOOR CONDENSER UNIT TO CONCRETE PAD. CONTRACTOR SHALL PROPERLY ANCHOR OUTDOOR CONDENSER UNIT TO CONCRETE PAD. 4. CONTRACTOR SHALL INSTALL ALL REFRIGERANT AND DRAIN LINES TUBING ACCORDING TO CONTRACTOR SHALL INSTALL ALL REFRIGERANT AND DRAIN LINES TUBING ACCORDING TO MANUFACTURES RECOMMENDATIONS. 5. REFRIGERANT LINE SET TUBING SHALL BE INSULATED AND PROTECTED BY A LINE-HIDE REFRIGERANT LINE SET TUBING SHALL BE INSULATED AND PROTECTED BY A LINE-HIDE COVER SYSTEM. 6. CONDENSATE DRAIN LINE SHALL BE INSULATED AND HIDDEN BY A LINE-HIDE COVER. CONDENSATE DRAIN LINE SHALL BE INSULATED AND HIDDEN BY A LINE-HIDE COVER.

21386

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

4/13/21

DAVID GARCIA

D. GARCIA

V. CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DES

BID

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12" X 36" OVERALL SIGN SIZE

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BROWN BACKGROUND ENGINEERING GRADE REFLECTIVE WHITE NUMBERS AND OUTLINE

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BLDG. 21386 FINISH SCHEDULE

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WS-21386-2020-A-100-1212

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BLDG. 21386 FINISH SCHEDULE

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AutoCAD SHX Text GENERAL NOTES- 1. CONTRACTOR SHALL CLEAN AND PREPARE SURFACES RECEIVING A FINISH PER CONTRACTOR SHALL CLEAN AND PREPARE SURFACES RECEIVING A FINISH PER MANUFACTURES INSTRUCTIONS. 2. CONTRACTOR SHALL FILL AND LEAVE SMOOTH ANY CRACKS OR HOLES IN EXISTING CONTRACTOR SHALL FILL AND LEAVE SMOOTH ANY CRACKS OR HOLES IN EXISTING SURFACES IN PREPARATION FOR PAINT FINISH. 3. CONTRACTOR SHALL PAINT INTERIOR AND EXTERIOR SURFACES WITH ONE COAT OF CONTRACTOR SHALL PAINT INTERIOR AND EXTERIOR SURFACES WITH ONE COAT OF PRIMER AND TWO COATS OF FINISH PER MASTER PAINTERS INSTITUTE GUIDELINES(MPI). 4. INTERIOR FINISHES SHALL BE MILDEW RESISTANT. INTERIOR FINISHES SHALL BE MILDEW RESISTANT. 5. ALL SURFACES SHALL RECEIVE A FINISH AND WILL BE PROPERLY PREPARED TO AVOID ALL SURFACES SHALL RECEIVE A FINISH AND WILL BE PROPERLY PREPARED TO AVOID SPILL OVER TO OTHER SURFACES. CONTRACTOR SHALL APPLY EACH COAT UNIFORMLY AND THE DRY FINISH WILL BE FREE FROM RUNS, DROPS, RIDGES, WAVES, PINHOLES OR OTHER BLEMISHES.

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FINISH SCHEDULE

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BLDG NO.

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BLDG. NAME

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FLOOR

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BASE

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WALLS

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CEILING

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DOOR

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ROOF

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NOTES

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EXTERIOR

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INTERIOR

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HFT

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MATL

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FIN

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COLOR

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EXTERIOR

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GRAVEL STOP/FACIA

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MATL

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FIN

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COLOR

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MATL

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FIN

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COLOR

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ASP BATHROOM

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SEE MPI TABLE

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MATERIAL KEY

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GYPSUM BOARD

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CINDER BLOCK

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CONCRETE

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ALUMINUM

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STEEL

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FINISH KEY

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EXTERIOR PAINT, GLOSS, ALKYD

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EXTERIOR PAINT, SEMI-GLOSS, ALKYD

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INTERIOR PAINT, SEMI-GLOSS, WATER BASED

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EXTERIOR PAINT,FLAT, ELASTOMERIC

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COLOR KEY

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WHITE

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CUSTANRD (PANTONE,12-0910 TPX)

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BROWN (PANTONE 16-1221 TPX)

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DARK BROWN (PANTONE 18-1027 TPX)

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ACCENT COLOR

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REQUIRED BUILDING SIGNAGE

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MASTER PAINTERS INSTITUTE(MPI)#

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DESCRIPTION

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PRIMER

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INTERMEDIATE

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TOPCOAT

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EXTERIOR WALL

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PER MANUFACTURER

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