134th Construct Main Gate Marquee_Drawings_4-30-24.pdf

CONSTRUCT MAIN GATE MARQUEE

PSXE242007

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

30 APRIL 2024

N.T.S.

LOCATION MAP

PROJECT

SITE

DRAWING LIST

C1.1 SITE PLAN

C2.1 DETAILS

E1.1 NEW SIGNAGE - ELECTRICAL

A3.1 SIGNAGE PLAN & ELEVATIONS

A3.2 3D VIEWS

240 West Bessemer St. Alcoa, TN. 37701 Ph. (865) 980-3500

CIVIL ELECTRICAL ARCHITECTURAL

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PELLISIPPI PKY

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TOPSIDE RD

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MARYVILLE PIKE

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LOUISVILLE

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MENTOR

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AIR BASE RD

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CALLAHAN RD

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LOUISVILLE RD

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W HUNT RD

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W HUNT RD

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ALCOA HWY

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CUSICK RD

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E HUNT RD

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E BROADWAY AVE

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MARYVILLE

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METROPOLITAN

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KNOXVILLE

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AIRPORT AUTHORITY

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FORT

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LOUDON

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LAKE

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LIBERTY ST.

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TENNESSEE AIR NATIONAL GUARD

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BRISCOE DR.

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FRONT GATE ENTRANCE TO TANG BASE

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NEW

DEMO PLAN

SITE LAYOUT PLAN

CONCRETE

GENERAL NOTES

1. EXISTING CONDITIONS TAKEN FROM AERIAL SURVEY PERFORMED BY

ATLANTIC DATED 2022 AND EXISTING UTILITY CONDITIONS TAKEN FROM

BASE MAPPING SURVEY PERFORMED BY C2RL ENGINEERS, INC. DATED

APRIL 2024.

2. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE

APPROXIMATE ONLY, CONTRACTOR SHALL CONTACT THE TENNESSEE ONE

CALL CENTER AT 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES.

THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED

BY THE CITY OF ALCOA ELECTRICAL DEPARTMENT. CONTACT PERSON IS

MR. MIKE LINDSAY (865)380-4853.

3. EROSION CONTROL SHALL BE INSTALLED AND INSPECTED BEFORE

DEMOLITION MAY BEGIN.

4. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL ITEMS TO BE

DEMOLISHED. COORDINATE DEMOLITION SEQUENCE AND TIMING WITH

GOVERNMENT.

5. ALL DEMOLITION DEBRIS SHALL BE HAULED OFF-SITE. CONTRACTOR

SHALL COMPLETELY REMOVE ALL ITEMS IDENTIFIED ON THIS PLAN AND

DISPOSE OF ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS.

6. CONTRACTOR TO TAKE CARE TO PREVENT DEBRIS, MUD, ETC. FROM

ENTERING ADJACENT ROADWAYS, PARKING, AND DRIVEWAYS. ANY DEBRIS

THAT MAY ENTER THESE AREAS SHALL BE REMOVED IMMEDIATELY.

7. IN THE EVENT UNEXPECTED ITEMS ARE ENCOUNTERED DURING

DEMOLITION (UTILITIES, ARTIFACTS, ETC.) THE CONTRACTOR SHALL

CEASE OPERATION IN THAT AREA AND CONTACT THE C.O.R FOR

DIRECTION.

8. TOTAL DISTURBED AREA: .1 ACRES

9. AUTOCAD FILES AVAILABLE UPON REQUEST, HOWEVER, CONTRACTORS

ARE CAUTIONED THAT THE PRINTED SET OF CONTRACT DRAWINGS AND

SPECIFICATIONS REFLECT THE SCOPE OF CONSTRUCTION.

CONTRACTORS MAY USE THE ELECTRONIC FILES AT THEIR OWN RISK.

10. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC CONTROL

PER MUTCD LATEST EDITION.

11. CONTRACTOR SHALL FINE GRADE AND REPAIR ALL DISTURBED AREAS

AND STABILIZE WITH SOD WHETHER ILLUSTRATED OR NOT.

SCALE: 1" = '

0 30 60 90

ELECTRIC LINE

CLEANOUT

WATER LINE

UTILITY-LIGHT POLE

COMMUNICATIONS LINE

LEGEND

EXISTING

POLYVINYL CHLORIDE

NOT TO SCALE

LOCATION MAP

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PSXE242007

04.30.24

LIGHT DUTY PAVEMENT

H13 C2.1

SITE

CALLAHAN RD

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DR

ARMY DR

BASE MAIN GATE

TO LOUISVILLE

TO ALCOA HWY

AIRBASE RD

DEMO EXISTING

WALKING TRAIL

PT A TO PT B

DEMO EXISTING ELECTRIC.

SEE ELECTRICAL

CONNECT NEW

WALKING TRAIL

TO EXISTING

SOD

DEMO EXISTING SIGN

(INCLUDING FOUNDATION)

SITE GRADING & EROSION CONTROL PLAN

MATCH EXISTING

GRADE

NEW SIGN

SEE DETAIL

A1 C2.1

CATCH BASINS

INTERMEDIATE CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

STORM LINE

COORDINATE SIGN

LOCATION WITH COR

SF TEMPORARY SILT FENCE

SF

H8 C2.1

SF

SF

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14.1'

7.2'

38.1'

A

B

CONTRACTOR SHALL REMOVE

EXISTING TRAIL ALONG WITH ALL

BASE STONE, FILL EXCAVATED AREA

WITH FINE GRADED TOPSOIL AND

SOD ALL DISTURBED AREAS.

WASHED RIVER ROCK

SEE DETAIL H4

C2.1

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36"RCP

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36"RCP

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COMM DUCT BANK

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30"RCP I.E.=982.54

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EXISTING BUILDING 90113

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COMM DUCT BANK

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CO

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6"PVC

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36"RCP

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.225 - FRONT GATE MARQUEE\02-DRAWINGS\SHEETS\C1-1 SITE PLAN.DWG PLOTTED ON:May 1, 2024PLOTTED ON:May 1, 2024May 1, 20244:33 PM BY:ERICA RILEYBY:ERICA RILEYERICA RILEY

AutoCAD SHX Text Knoxville, Tennessee

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PSXE242007

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FINISHED GRADE

A1 SIGN FOUNDATION DETAIL

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

PLAN

SIDE VIEW END VIEW

OUTLINE OF SIGN ABOVE,

SEE ARCHITECTURAL PLANS.

OUTLINE OF UPPER SLAB,

OFFSET 6" OUT FROM SIGN.

OUTLINE OF LOWER SLAB,

OFFSET 6" OUT FROM PEDESTAL.

8" DEEP SIGN PEDESTAL SLAB

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

10" DEEP SIGN FOUNDATION SLAB

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

CONCRETE FILLED CMU OR

FORMED 8" WALL. FILL CENTER

VOID WITH #57 STONE. (TYPICAL)

#4 REBAR 4' O.C. MAX.

H8 SILT FENCE (TEMPORARY)

NOT TO SCALE

DESIRABLE DETAIL

OF TRENCH AND

FILTER CLOTH

BACKFILL TRENCH

FILTER CLOTH FABRIC

FILL

SLOPE

BOTTOM OF

TRENCH

FILTER CLOTH

FABRIC

2' (MIN.)

APPROX. 8' POST SPACING 2"±

2' TO 3'

SECTION

ELEVATION

VARIABLE

10'± TYP.

EXISTING GROUND

2' TO 3'

6" MIN.

6" MIN.

WOOD POST

6" MIN.

EXIST.

GROUND

NOTE

A PRE-ASSEMBLED SILT FENCE MEETING THE

REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE

IN LIEU OF A FIELD CONSTRUCTED SILT FENCE.

H13 PAVEMENT SECTIONS

NOT TO SCALE

1 12" WEARING SURFACE3

2" BINDER MATERIAL2

4" MINERAL AGGREGATE BASE1

24" MIN. SUBGRADE

COMPACTED TO 95%

STANDARD PROCTOR

LIGHT DUTY ASPHALT PAVEMENT

PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"

ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

NOTE

SEE TDOT SPECIFICATION SECTION REFERENCED IN PAVEMENT SCHEDULE

FOR MATERIAL AND INSTALLATION REQUIREMENTS.

ELEV. 988.7

4" GRANULAR BASE. SELF

COMPACTING OR COMPACTION

PLACE TO 95% STANDARD

PROCTOR.

2" EXPANSION JOINT WITH

SILICONE CAULK.

TOOLED CONTRACTION JOINT

WITH SILICONE CAULK. COLOR

AS SELECTED BY COR.

WATERPROOF BLOCK BELOW GRADE

WITH GRACE BITUTHENE 3000 LOW

TEMPERATURE MEMBRANE. APPLY IN

ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS.

4" CHAMFER ALL EDGES

2' WIDE BY 10" DEEP

HARDSCAPE WITH

VEGETATION BARRIER

(TYPICAL AROUND PERIMETER)

FINISHED GRADE

NOTE

PLAIN CMU BLOCK BELOW GRADE.

INTEGRAL COLOR BLOCK ABOVE GRADE.

COLOR AS SELECTED BY COR.

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER SLICKS

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

NOTES:

PROPEX GEOTEX 801

NON-WOVEN FABRIC

OR EQUIVALENT

WASHED RIVER

SLICKS HARDSCAPE

H4 WASHED RIVER ROCK

NOT TO SCALE

ELEV. 986.7

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.225 - FRONT GATE MARQUEE\02-DRAWINGS\SHEETS\C2 DETAILS.DWG PLOTTED ON:May 1, 2024 4:34 PLOTTED ON:May 1, 2024 4:34 May 1, 2024 4:34 4:34 PM BY:ERICA RILEYBY:ERICA RILEYERICA RILEY

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

04.30.24

PSXE242007

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1/4" = 1'-0"E1.1

1 ELEVATION - NEW SIGNAGE - SOUTH

1/4" = 1'-0"E1.1

2 ELEVATION - NEW SIGNAGE - WEST

1/4" = 1'-0"E1.1

3 FLOOR PLAN - NEW SIGNAGE

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0"

22' - 0"

3' - 4" 18' - 8"

11' - 1" x 5' - 4"

PIXEL HEIGHT

24 GA. FLUSH METAL

PANEL CLADDING -

MATTE BLACK FINISH

EMBLEMS ON

STAND-OFFS;

CONTRACTOR TO

PREPARE

SUBMITTAL FOR

EMBLEMS

BLACK POWDER COATED ALUMINUM

SCREEN & FRAME

GREY UTILITY BLOCK - STACK BOND;

COLOR INTEGRAL TO BLOCK

METAL SIGNAGE - WHITE POWDER COAT

FINISH; HELVETICA MEDIUM FONT

BRONZE BACK PLATE

SMOKY MOUNTAIN SILHOUETTE

GROUND LEVEL

0"

11' - 1" x 5' - 4"

PIXEL HEIGHT

18' - 8" 3' - 4"

24 GA. FLUSH METAL

PANEL CLADDING -

MATTE BLACK FINISH

EMBLEMS ON

STAND-OFFS;

CONTRACTOR TO

PREPARE

SUBMITTAL FOR

EMBLEMS

BLACK POWDER COATED

ALUMINUM SCREEN & FRAME

GREY UTILITY BLOCK - STACK BOND;

COLOR INTEGRAL TO BLOCK

METAL SIGNAGE - WHITE

POWDER COAT FINISH;

HELVETICA MEDIUM FONT

BRONZE BACK PLATE

SMOKY MOUNTAIN SILHOUETTE

22' - 0"

24 GA. FLUSH

METAL PANEL

CLADDING - MATTE

BLACK FINISH

EMBLEMS ON

STAND-OFFS;

CONTRACTOR TO

PREPARE

SUBMITTAL FOR

EMBLEMS

36" x 48" ALUMINUM

ACCESS PANEL TO

MATCH METAL

CLADDING

1' - 4 3/4" EQ.

BLACK POWDER COATED ALUMINUM

SCREEN & FRAME

GREY UTILITY BLOCK - STACK BOND;

COLOR INTEGRAL TO BLOCK

METAL SIGNAGE - WHITE POWDER COAT

FINISH; HELVETICA MEDIUM FONT

BRONZE BACK PLATE

DAKTRONICS GT6 SCREEN

EQ.

A3.1

A3.1

A3.1 4 A3.15

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3' - 4" 18' - 8"18' - 8"

EMBLEM MOUNTED TO

WALL ON METAL

STAND-OFF

METAL SIGNAGE ON

BRONZE BACK PLATE

LOUVERED

METAL SCREEN

CONCRETE

WALL CAP

36" x 48" ALUMINUM

ACCESS PANEL

22' - 0"

LIGHT GAUAGE

METAL FRAMING

1"1" 1"1"

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COATED ALUMINUM LOUVER

SMOKY MOUNTAIN

SILHOUETTE TO BE BUILT ONTO

BASE ALUMINUM LOUVER AS

SINGLE PIECE

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1/4" = 1'-0"A3.1

2 SOUTH BUILDING ELEVATION

GREY UTILITY BLOCK - STACK BOND; COLOR INTEGRAL TO BLOCK METAL CLADDING - BLACK METAL CLADDING - BRONZE

1/4" = 1'-0"A3.1

3 NORTH BUILDING ELEVATION

1/4" = 1'-0"A3.1

4 WEST BUILDING ELEVATION

1/4" = 1'-0"A3.1

5 EAST BUILDING ELEVATION

1/4" = 1'-0"A3.1

1 GROUND LEVEL FLOOR PLAN

PRECEDENT IMAGES

1 1/2" = 1'-0"A3.1

6 SMOKY MOUNTAIN SILHOUETTTE DETAIL

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ALL FRAMING & ATTACHMENTS ARE

DELEGATED DESIGN RESPONSIBILITY TO

BE PROVIDED BY REGISTERED ENGINEER

IN THE STATE OF TN.

BLACK POWDER COATED

ALUMINUM SCREEN & FRAME

GREY UTILITY BLOCK - STACK BOND;

COLOR INTEGRAL TO BLOCK

METAL SIGNAGE - WHITE

POWDER COAT FINISH;

HELVETICA MEDIUM FONT

EMBLEMS ON

STAND-OFFS;

CONTRACTOR TO

PREPARE

SUBMITTAL FOR

EMBLEMS

FLUSH METAL PANEL SEAM

24 GA. FLUSH METAL PANEL

CLADDING - MATTE BLACK

FINISH OVER LIGHT GAUAGE

METAL FRAMING

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4 5 6 7 8 9 10 11 12 13 14 15 16

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