W912QR21B0014_Plans-0001.pdf

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CERTIFIED FINAL SUBMITTAL

TOE OF BERM

D

IR

E C

T

IO

N

O F F

IR

E

PAD

CONCRETE

PLAN

SURFACE / FILL EMPLACEMENT

STATIONARY ARMOR TARGET/POWER CENTER

10'

6'

GROUNDING REQUIREMENTS

SITE DRAWINGS FOR

REFER TO ELECTRICAL

GENERAL NOTES

1.

2.

3.

DETAIL

SCALE: NONE CS601

B

BOND.

STACK USING STAGGERED

BLOCK. LENGTH MAY VARY.

PRECAST CONCRETE WALL

CONCRETE WALL TYPICAL.

POINT TOP FRONT EDGE OF

SHOWN ON SHEET CS601. LAYOUT

CS601. TOP OF BERM IS ELEVATION

EMPLACEMENTS, REFER TO SHEET

COORDINATE LOCATION AT TARGET

B A

2'-6" 6'-0" 3'-6" 10'-0" 2'-6"

2'-0"24'-0"2'-0"15" BERM 15"

3'-0"

PAD

CONCRETE

DENSITY (ASTM D 1557)

TO 90% OF LABORARY MAXIMUM

COMPACTED FILL, COMPACTED

DENSITY (ASTM D 1557)

TO 90% OF LABORARY MAXIMUM

COMPACTED FILL, COMPACTED

FILTER FABRIC

FILTER FABRIC

AB

FOOTPRINT OF EMPLACEMENT)

DENSITY (ASTM D 1557) (ENTIRE

TO 90% OF LABORARY MAXIMUM

12" RAW SUBGRADE COMPACTED

TO SHEET CS535

WALL BLOCK. REFER

PRECAST CONCRETE

FILTER FABRIC

BASE (MASSDOT M1.03.1)

GRADED AGGREGATE

CS531

A

CS531A

C

CS531A

SECTION

SCALE: NONE

CS531

24' EMPLACEMENT

2'-6" 2'-6"

CENTERED IN SLAB

WITH #4 REBAR @12" O.C.E.W.

10'x10'x6" CONCRETE PAD

CENTERED IN SLAB

WITH #4 REBAR @12" O.C.E.W.

6'x6'x6" CONCRETE PAD

CENTERED IN

WITH #4 REBAR @12" O.C.E.W.

10'x10'x6" CONCRETE PAD

CENTERED IN SLAB

WITH #4 REBAR @12" O.C.E.W.

6'x6'x6" CONCRETE PAD

B

E R

M

15" BERM

FOR COMPACTION REQUIREMENTS.

REFER TO SPECIFICATIONS SECTION 31 00 00 EARTHWORK

ALL DIMENSIONS ARE INCHES UNLESS OTHERWISE INDICATED.

NOT REDUCE TARGET VISIBILITY.

THE NATURAL SURROUNDINGS. GROUND COVER SHALL

BE REVEGETATED OR RESURFACED CONSISTENT WITH

AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

GRADE 60.

ALL REINFORCING STEEL SHALL BE PER ASTM A615,

PRECAST CONCRETE.

MAY BE CONSTRUCTED OF EITHER CAST-IN-PLACE OR

STRENGTH OF 4000 PSI IN 28 DAYS. TARGET EMPLACEMENT

CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

4.

5.

CS531

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CERTIFIED FINAL SUBMITTAL

DIRECTION OF

FIREGENERAL NOTES

GRADE

EXISTING

(MIN.) TIE TO

2% SLOPE

17'-3"

5'-0"

6"

12"

3'-0"

3'-6"

1'-0"

6"

6"

9'-2"

3'-0" 6" 5'-8"

6"

12" OC

#4 REBAR@

IN FILTER FABRIC

#57 STONE WRAPPED

ENCASED IN WASHED

4" PERFORATED PVC

12" OC (TYP)

#4 REBAR @

12" OC (TYP)

#4 REBAR @

PEA GRAVEL

12" OC (TYP)

#4 REBAR @

12" OC (TYP)

#4 REBAR@

POINT (B)

VERTICAL CONTROL

HORIZONTAL AND

OUTLINE

FOOTER

TOE OF SLOPE

FIRING POSITION DETAIL

@12 OC

(5) #4 REBAR

12" OC

#4 REBAR@

12" OC

#4 REBAR@

WITH RUBBER MAT

CONCRETE PAD

FIRING POSITION

8'x3' PRONE

WITH RUBBER MAT

CONCRETE PAD

FIRING POSITION

8'x3' PRONE

TIMBER

8"x8" TREATED

LANE 11

TIMBER

8"x8" TREATED

PEA GRAVEL 8"

0.5%

DETAIL

NOT TO SCALECS533

CS533

C

NOT TO SCALE

B

A SECTION

DETAIL

NOT TO SCALECS112

B

C

WALL TYPICAL.

TOP FRONT EDGE OF CONCRETE

CS601. LAYOUT POINT

ELEVATIONS ARE SHOWN ON SHEET

EMPLACEMENTS AND TOP OF BERM

COORDINATE LOCATION AT TARGET

OR APPROVED EQUAL

AS PER SPECIFICATIONS

NON-WOVEN GEOTEXTILE

OR APPROVED EQUAL

AS PER SPECIFICATIONS

NON-WOVEN GEOTEXTILE

OF THE RANGE.

ON THE SIDE CLOSEST TO THE CENTER

LANE NUMBERS ON THE WINGWALL

FIRING POSITION. LOCATE PAINTED

LANE NUMBERING COLORS FOR EACH

AND COORDINATED WITH STANDARD

LANE MARKING TO BE PAINTED

NOTE:

TIMBER

8"x8" TREATED

4'-6"3'-0"

POINT (A)

VERTICAL CONTROL

HORIZONTAL AND

5'-0"

8'-6"

TOP OF WALL

THE TOP OF TIMBER

BE DRIVEN FLUSH WITH

#4 REBAR 12" LONG TO

BASE (MASSDOT M1.03.1)

6" GRADED AGGREGATE

(REFER TO DETAIL 1, SHEET CS502)

GRADED AGGREGATE.

(REFER TO DETAIL 1, SHEET CS502)

COMPACTED RAW SUBGRADE

(REFER TO DETAIL 1, SHEET CS502)

GRADED AGGREGATE.

(REFER TO DETAIL 1, SHEET CS502)

COMPACTED RAW SUBGRADE

PEA GRAVEL

4'-6"3'-0" 5'-0"6"

31 00 00.00 06 EARTHWORK

AS PER SPECIFICATION

COMPACTED BACKFILL

6"5'-0"

D

NOT REDUCE TARGET VISIBILITY.

THE NATURAL SURROUNDINGS. GROUND COVER SHALL

BE REVEGETATED OR RESURFACED CONSISTENT WITH

AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

GRADE 60.

ALL REINFORCING STEEL SHALL BE PER ASTM A615,

OR CAST-IN-PLACE.

CONCRETE; CONCRETE STRUCTURES SHALL BE PRECAST

EMPLACEMENTS SHALL BE CONSTRUCTED OF REINFORCED

STRENGTH OF 4000 PSI IN 28 DAYS.

CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

4.

3.

2.

1.

CONCRETE WALL CONCRETE WALL

31 00 00.00 06 EARTHWORK

AS PER SPECIFICATION

COMPACTED BACKFILL

31 00 00.00 06 EARTHWORK

AS PER SPECIFICATION

COMPACTED BACKFILL

16'-3"

SECTION

NOT TO SCALE

4'-6"3'-0"

5'-6"5'-6"

" LANE 1

16'-3"

7.

6.

5.

AT THE MIDDLE OUTSIDE EDGES OF THE RUBBER PAD.

BE LOCATED AT EACH CORNER AND TWO LOCATED

ANCHORS WITH WASHERS. CONCRETE ANCHORS TO

ADHESIVE AND SIX (6) 1/4" x 2-1/2" CONCRETE WEDGE

SECURED TO THE CONCRETE PAD WITH CONSTRUCTION

BE 3' x 8' x 3/8" THICK . THE RUBBER PAD SHALL BE

RUBBER PAD FOR THE CONCRETE FIRING PAD SHALL

EARTHWORK FOR CONPACTION REQUIREMENTS

REFER TO SPECIFICATION SECTION 31 00 00.00 06

INDICATED.

ALL DIMENSIONS ARE INCHES UNLESS OTHERWISE

CS533

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CERTIFIED FINAL SUBMITTAL

DETAIL

NOT TO SCALE

RUBBER FLAP TOP VIEW

DETAIL

NOT TO SCALE

RUBBER FLAP SIDE VIEW

DETAIL

NOT TO SCALE

INSTALLATION NOTES

MATERIALS

TRANSPARENT FOR CLARITY)

RUBBER MATTING. (SHOWN

EPDM RUBBER

3/16" THICK, UV RESISTANT

1" X 1/4".

ALUMINUM BAR STOCK.

EMPLACEMENT WALL

EMPLACEMENT

CONCRETE FLOOR IN

CUT RUBBER SHORT OF

ALUMINUM BAR AND CONCRETE WALL INTERSECTION.

APPROVED MOUNTING BRACKET. APPLY SEALANT TO

SECURE RUBBER TO SLOTTED STRUT CHANNEL OR OTHER

EMPLACEMENT WITH RUBBER FLAP

PROVIDE RUBBER MATTING ON ALL EMPLACEMENTS.

THIS DETAIL IS APPLICABLE TO ALL EMPLACEMENTS. 3.

MUST COVER ALL OF THE INSTALLED EQUIPMENT.

ON THE EMPLACEMENT DETAIL PLANS. RUBBER MATS

EMPLACEMENTS SHALL BE INSTALLED AS PRESENTED

ALL OF THE OUTLETS AND BOXES THAT ARE REQUIRED.

REPRESENTATIONAL ONLY. DETAILS DO NOT REFLECT

THE DETAILS PRESENTED ON THIS PLAN ARE 2.

WALL.

TO PREVENT WATER SEEPAGE BETWEEN MATTING AND

ALUMINUM FLASHING (BAR STOCK) AT CONCRETE WALL

OF APPROVED SEALANT SHALL BE APPLIED TO

CONCRETE EMPLACEMENT FLOOR. A CONTINUOUS BEAD

ENCLOSURE AND BE CUT TO A HEIGHT JUST ABOVE THE

FASTENERS. RUBBER MAT SHALL DRAPE OVER DATA

WITH ALUMINUM BAR STOCK AND APPROVED CONCRETE

CONCRETE EMPLACEMENT ABOVE DATA ENCLOSURE

ELECTRICAL EQUIPMENT. MOUNT RUBBER MAT TO

AND DIRECT SUNLIGHT TO ALL COMMUNICATIONS AND

EQUIPMENT AT EACH EMPLAEMENT TO BLOCK MOISTURE

INSTALL RUBBER MATTING OVER ALL ELECTRICAL 1.

TO PROVIDE A 100% WATERTIGHT SEAL.

SEALANT SHALL BE A FLEXIBLE BUTYL RUBBER PRODUCT 3.

CONCRETE FASTENERS.

HIGH X 1/4" THICK, INSTALLED USING APPROVED

BAR STOCK SHALL BE SOLID ALUMINUM 54" WIDE X 1" 2.

HIGH 3/16" THICK, UV RESISTANT EPDM RUBBER.

RUBBER MATTING SHALL BE ONE PIECE, 54" WIDE X 30" 1.

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STORAGE

OFFICE

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

4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

GENERAL SHEET NOTES

SHEET KEYNOTES

FLOOR PLAN - HVAC

GRAPHICS

3M-5013M-501

SEE SHEET 1M-001 FOR GENERAL NOTES AND LEGEND.1.

3M-501

ROOF FOR PASSIVE RADON SYSTEM.

4" PVC PIPE RUNNING FROM BENEATH SLAB UP THRU 2.

MOUNT THERMOSTAT AT 5'-0" A.F.F.1.

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GENERAL TEMPERATURE CONTROL NOTES:

SEQUENCE OF OPERATION: (PTAC 1)

3M-501

N

SEQUENCE OF OPERATION: (EF-1)

EUH-1 WILL OPERATE ON PACKAGED CONTROLS. SET AT 55 DEG F (ADJ).

CLOSE WITH FAN OPERATION.

EF-1 WILL TURN ON AT 85 DEG F (ADJ). DAMPERS LV-1 AND LV-2 WILL OPEN AND

BUILDING IS UNOCCUPIED THEN THE UNIT SHALL BE IN HEATING MODE.

THERMOSTAT IS UNDER 68°F AND THE BUILDING IS OCCUPIED OR 55°F AND THE

BUILDING IS UNOCCUPIED THEN THE UNIT SHALL BE IN COOLING MODE. WHEN

WHEN THERMOSTAT IS OVER 72°F AND BUILDING IS OCCUPIED OR 85°F AND THE

WINTER: 68°F (ADJ) AT OCCUPIED, 55°F (ADJ) AT UNOCCUPIED.

SUMMER: 75°F (ADJ) AT OCCUPIED, 85°F (ADJ) AT UNOCCUPIED.

THERMOSTAT SETTING SHALL BE:

THERMOSTAT SHALL SETBACK AFTER 30 MINUTES (ADJ) OF UNOCCUPIED TIME.

INPUT AND SETBACK FEATURE WITH ONE OCCUPIED AND ONE UNOCCUPIED MODE.

PROGRAMMABLE THERMOSTAT. THERMOSTAT SHALL HAVE OCCUPANCY SENSOR

THE PACKAGED TERMINAL UNIT SHALL BE INTERLOCKED AND FURNISHED WITH A

OR SHOWN IN THE DRAWINGS. ALL SETPOINTS ARE FIELD ADJUSTABLE.

COMPLETE INSTALLATION WHETHER OR NOT CALLED FOR IN THE SPECIFICATIONS

ACCOMPLISH EACH "SEQUENCE OF OPERATION" AND AS REQUIRED FOR A

CONTROL COMPONENTS, WIRING, HARDWARE, AND ACCESSORIES NECESSARY TO

PERFROM FUNCTIONS, AND OPERATE IN THE SEQUENCE INDICATED. INCLUDE ANY

TEMPERATURE CONTROL SYSTEM WHICH SHALL MAINTAIN INDOOR CONDITIONS,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING A

SEQUENCE OF OPERATION: (EUH-1)

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CERTIFIED FINAL SUBMITTAL

PTAC-1

EUH-1

LV-1

LV-2

EF-1

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4' 2' 0 4' 8' 12'

"=1'-0"4

1GRAPHIC SCALE:

A

4A-110

4A-110

BUILDING SECTION

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

"=1'-0"2

1GRAPHIC SCALE:

6'4'2'01'2'

4A-110

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NORTH BUILDING ELEVATION

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

EAST BUILDING ELEVATION

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

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CERTIFIED FINAL SUBMITTAL

SHEET KEYNOTES

GENERAL SHEET NOTES

REFER TO STRUCTURAL DRAWINGS.1.

3/4" EXTERIOR GRADE PLYWOOD 22.

STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 21.

DRAWINGS.

TRUSS BEARING PLATE. REFER TO STRUCTURAL 20.

WOOD TRUSS. REFER TO STRUCTURAL DRAWINGS. 19.

FOUNDATION. REFER TO STRUCTURAL DRAWINGS. 18.

COMPACTED EARTH. 17.

PRE-FINISHED METAL WALL PANEL. 16.

PLYWOOD.

PRE-FINISHED SHEET METAL FACING OVER 3/4" 15.

PRE-FINISHED METAL RIDGE CAP. 14.

FURNISHED, CONTRACTOR INSTALLED.

METAL BLEACHERS BOLTED IN PLACE. CONTRACTOR 13.

PRECAST CONCRETE SPLASH BLOCK. 12.

5" X 5" PRE-FINISHED METAL DOWNSPOUT. 11.

6" X 5" PRE-FINISHED METAL GUTTER. 10.

ENTIRE PERIMTER.

NO PENETRATIONS. FINISH TO MATCH ROOF AROUND

GUARD. SECURE ALUMINUM "T" CLIP TO BATTENS WITH

PRE-FINISHED CONTINUOUS ALUMINUM ANGLE SNOW 9.

BOLLARD.

6" DIAMETER GALVANIZED STEEL CONCRETE FILLED 8.

DRAWINGS.

STEEL COLUMN, GALVANIZED. REFER TO STRUCTURAL 7.

PERFORATIONS.

PRE-FINISHED METAL SOFFIT PANEL WITH CONTINUOUS 6.

PRE-FINISHED METAL FASCIA TRIM TO MATCH ROOF. 5.

PRE-FINISHED STANDING SEAM METAL ROOF. 4.

STRUCTURAL DRAWINGS.

CONCRETE FLOOR SLAB WITH SEALER. REFER TO 3.

FINISH GRADE. REFER TO CIVIL DRAWINGS. 2.

CONTRACTOR INSTALLED.

METAL GUARDRAILS. CONTRACTOR FURNISHED, 1.

1 2

W

2Q R

B0

4-