Attachment_One-_New_Bulk_Fuel_Farm_Plan_Set.pdf

PDF 7 MB Posted Mar 27, 2023

Attached to: Airport Fuel Farm Fuel and Equipment
Solicitation number: RFCSP-27-2023
Issued by: Rutherford County, Newport City, Tennessee

About this file

Written by GovTribe AI · May 12, 2025

The document is a comprehensive set of engineering and architectural plan sheets for a New Bulk Fuel Farm project at the Murfreesboro Municipal Airport in Tennessee, prepared by Griggs & Maloney Inc. and Oliver Little Gipson Engineering in September 2022, with revisions in March 2023. The project involves constructing a new fuel farm facility, with detailed plans covering existing conditions, site layout, foundation design, electrical systems, and site-specific engineering details. The plan set includes multiple sheets detailing the proposed fuel farm's layout, grading, containment areas, foundation specifications, electrical infrastructure, and technical site details.

The project's engineering documents indicate a carefully planned infrastructure development with specific technical specifications for site preparation, foundation construction, electrical systems, and safety features. The plan set includes comprehensive details such as site location maps, grading plans, foundation area layouts, electrical plans, and specific technical drawings for elements like concrete swales, pipe penetrations, and containment sump details. The project appears to be fully engineered with precise measurements, material specifications, and technical considerations for constructing a modern bulk fuel farm facility at the municipal airport, suggesting a significant infrastructure investment by the City of Murfreesboro.

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File	Type	Posted
Figure_1-_432-28_Fueling_System_Schematic.pdf	PDF	Mar 27, 2023
RFCSP-27-2023_-_Airport_Fuel_3.27.23.pdf	PDF	Mar 27, 2023

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Index of Sheets

Sheet No.

C1.0

Description

Existing Conditions, ECP & Demolition Plan

PROJECT NO. 432-28

SET NO. ____

C2.0 C3.0 Fuel Farm Layout

Approved By:

Recommended By:

Site Location Map

SITE

Airport Manager Chad Gehrke

Airport Commission Lynn Lien

George Huddleston, Jr.

Cannon Loughry

Shelby Hunton Steve Waldron James Jones Bill Shacklett

Dr. Chaminda Prelis Darren Gore

Proposed Fuel Farm Layout and Grading Plan

City of Murfreesboro New Bulk Fuel Farm

Murfreesboro Municipal Airport

C4.0 Site Details S0.1 S1.0 Foundation Area Layout

Structural Notes

S1.1 Foundation Plan S2.1 Foundation Details E1 Electrical Plan E2 Electrical Details E3 Schedules, Riser, Legend & Notes

SEPTEMBER 2022

REVISED MARCH 2023

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P.O. BOX 2968, MURFREESBORO, TN 37133-2968

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(615) 895-8221 * FAX (615) 895-0632

AutoCAD SHX Text FILE NAME: L:\ENGINEERING\432 MURFREESBORO AIRPORT\432-28 NEW BULK FUEL FARM\DRAWINGS\DESIGN DRAWINGS\432-28 COVER SHEET.DWG

AutoCAD SHX Text C 2022 Griggs & Maloney, Inc.

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SUBMITTALS AND REVISIONS

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DATE

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NO.

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DESCRIPTION

AutoCAD SHX Text Chad Gehrke, Airport Manager

AutoCAD SHX Text Ryan Maloney, P.E.

AutoCAD SHX Text Shelby

AutoCAD SHX Text Lake

AutoCAD SHX Text Obion

AutoCAD SHX Text Dyer

AutoCAD SHX Text Lauderdale

AutoCAD SHX Text Tipton

AutoCAD SHX Text Fayette

AutoCAD SHX Text Hardeman

AutoCAD SHX Text McNairy

AutoCAD SHX Text Chester

AutoCAD SHX Text Madison

AutoCAD SHX Text Haywood

AutoCAD SHX Text Crockett

AutoCAD SHX Text Gibson

AutoCAD SHX Text Weakley

AutoCAD SHX Text Henry

AutoCAD SHX Text Carroll

AutoCAD SHX Text Henderson

AutoCAD SHX Text Hardin

AutoCAD SHX Text Wayne

AutoCAD SHX Text Perry

AutoCAD SHX Text Decatur

AutoCAD SHX Text Benton

AutoCAD SHX Text Houston

AutoCAD SHX Text Humphreys

AutoCAD SHX Text Dickson

AutoCAD SHX Text Hickman

AutoCAD SHX Text Lewis

AutoCAD SHX Text Lawrence

AutoCAD SHX Text Stewart

AutoCAD SHX Text Montgomery

AutoCAD SHX Text Robertson

AutoCAD SHX Text Cheatham

AutoCAD SHX Text Davidson

AutoCAD SHX Text Williamson

AutoCAD SHX Text Maury

AutoCAD SHX Text Giles

AutoCAD SHX Text Lincoln

AutoCAD SHX Text Moore

AutoCAD SHX Text Franklin

AutoCAD SHX Text Marion

AutoCAD SHX Text Grundy

AutoCAD SHX Text Coffee

AutoCAD SHX Text Bedford

AutoCAD SHX Text Marshall

AutoCAD SHX Text Rutherford

AutoCAD SHX Text Wilson

AutoCAD SHX Text Sumner

AutoCAD SHX Text Macon

AutoCAD SHX Text Clay

AutoCAD SHX Text Jackson

AutoCAD SHX Text Smith

AutoCAD SHX Text Trousdale

AutoCAD SHX Text Cannon

AutoCAD SHX Text Dekalb

AutoCAD SHX Text Putnam

AutoCAD SHX Text White

AutoCAD SHX Text Warren

AutoCAD SHX Text Van

AutoCAD SHX Text Sequatchie

AutoCAD SHX Text Pickett

AutoCAD SHX Text Overton

AutoCAD SHX Text Fentress

AutoCAD SHX Text Scott

AutoCAD SHX Text Morgan

AutoCAD SHX Text Cumberland

AutoCAD SHX Text Rhea

AutoCAD SHX Text Meigs

AutoCAD SHX Text Hamilton

AutoCAD SHX Text Bradley

AutoCAD SHX Text Polk

AutoCAD SHX Text McMinn

AutoCAD SHX Text Monroe

AutoCAD SHX Text Loudon

AutoCAD SHX Text Roane

AutoCAD SHX Text Blount

AutoCAD SHX Text Anderson

AutoCAD SHX Text Knox

AutoCAD SHX Text Sevier

AutoCAD SHX Text Campbell

AutoCAD SHX Text Clairborne

AutoCAD SHX Text Union

AutoCAD SHX Text Jefferson

AutoCAD SHX Text Cocke

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AutoCAD SHX Text Sullivan

AutoCAD SHX Text Washing-

AutoCAD SHX Text Unicoi

AutoCAD SHX Text Carter

AutoCAD SHX Text Johnson

AutoCAD SHX Text Bledsoe

AutoCAD SHX Text Buren

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AutoCAD SHX Text Grainger

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DEVELOPMENT NAME:

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PROPERTY OWNER:

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PROPERTY ADDRESS:

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MAP AND PARCEL:

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ZONING (EXISTING)

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SURROUNDING ZONING:

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NORTH

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SOUTH

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EAST

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WEST

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EXISTING LAND USE:

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PROPOSED LAND USE:

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FEMA FIRM PANELS:

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CITY OF MURFREESBORO

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1930 MEMORIAL BOULEVARD

AutoCAD SHX Text 080-037.00-L-006

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RS-15

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PARK

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RS-15

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RS-12, RM-16, PLANNED RESIDENTIAL DEVELOPMENT

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COMMERCIAL HIGHWAY

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RS-15

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RS-15

AutoCAD SHX Text FEMA FIRM PANEL 47149C0145H - Effective Date: 1/5/2007 - ZONE X

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SITE DATA TABLE

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REQUIRED

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MINIMUM LOT AREA:

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MAXIMUM LOT COVERAGE:

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MAXIMUM BUILDING HEIGHT:

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FRONT YARD:

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SIDE YARD:

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REAR YARD:

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15,000 SQUARE FEET

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25 PERCENT

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35 FEET

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40 FEET

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12.5 FEET

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30 FEET

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BULK REGULATIONS:

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MINIMUM YARD LINE:

AutoCAD SHX Text STANDARD NOTES: 1. IN ACCORDANCE WITH TCA 7-59-310(B)(1), COMPETITIVE CABLE AND VIDEO SERVICES ACT, IN CASES OF NEW IN ACCORDANCE WITH TCA 7-59-310(B)(1), COMPETITIVE CABLE AND VIDEO SERVICES ACT, IN CASES OF NEW CONSTRUCTION OR PROPERTY DEVELOPMENT WHERE UTILITIES ARE TO BE PLACED UNDERGROUND, THE DEVELOPER OR PROPERTY OWNER SHALL GIVE ALL PROVIDERS OF CABLE OR VIDEO SERVING THE CITY OF MURFREESBORO DATES ON WHICH OPEN TRENCHING WILL BE AVAILABLE FOR THE PROVIDERS' INSTALLATION OF CONDUIT, PEDESTALS OR VAULTS, AND LATERALS, REFERRED TO AS "EQUIPMENT", TO BE PROVIDED AT EACH SUCH PROVIDERS' EXPENSE. 2. ALL SIGNAGE, INCLUDING FLAGS AND FLAGPOLES, IS SUBJECT TO REVIEW BY THE DEVELOPMENT SERVICES ALL SIGNAGE, INCLUDING FLAGS AND FLAGPOLES, IS SUBJECT TO REVIEW BY THE DEVELOPMENT SERVICES DIVISION. ALL SIGNAGE MUST CONFORM TO THEIR REQUIREMENTS AND REQUIRE SEPARATE SIGN PERMITS. 3. A LAND DISTURBANCE PERMIT MAY BE REQUIRED. DETERMINATION WHETHER A LAND DISTURBANCE PERMIT IS A LAND DISTURBANCE PERMIT MAY BE REQUIRED. DETERMINATION WHETHER A LAND DISTURBANCE PERMIT IS REQUIRED SHALL BE MADE BY THE DEVELOPMENT SERVICES DIVISION. A SEPARATE LAND DISTURBANCE PERMIT APPLICATION SHALL BE MADE WITH THE OFFICE OF THE DEVELOPMENT SERVICES DIVISION FOR REVIEW AND UPON APPROVAL FOR ISSUANCE OF A LAND DISTURBANCE PERMIT. 4. FOR ALL DEVELOPMENTS OF MORE THAN ONE ACRE, A STATE OF TENNESSEE CONSTRUCTION GENERAL PERMIT IS FOR ALL DEVELOPMENTS OF MORE THAN ONE ACRE, A STATE OF TENNESSEE CONSTRUCTION GENERAL PERMIT IS REQUIRED. EVIDENCE OF THIS PERMIT MUST BE PROVIDED TO THE DEVELOPMENT SERVICES DIVISION PRIOR TO CONSTRUCTION COMMENCEMENT. 5. FOR ANY WORK PROPOSED IN THE PUBLIC RIGHT-OF-WAY CONTRACTOR, CONTRACTOR IS TO COORDINATE WITH FOR ANY WORK PROPOSED IN THE PUBLIC RIGHT-OF-WAY CONTRACTOR, CONTRACTOR IS TO COORDINATE WITH THE TRAFFIC ENGINEER IN THE CITY TRANSPORTATION DEPARTMENT PRIOR TO COMMENCEMENT OF WORK IN THIS AREA TO AVOID TO AVOID DAMAGE TO TRAFFIC CONTROL DEVICES. 6. ON ALL SITE PLANS WITH FRONTAGE ALONG A STATE HIGHWAY A TDOT PERMIT MAY BE REQUIRED. EVIDENCE OF ON ALL SITE PLANS WITH FRONTAGE ALONG A STATE HIGHWAY A TDOT PERMIT MAY BE REQUIRED. EVIDENCE OF TDOT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. 7. A STORMWATER MANAGEMENT PLAN DEMONSTRATING THAT THE SITE PROVIDES FOR TREATMENT OF THE WATER A STORMWATER MANAGEMENT PLAN DEMONSTRATING THAT THE SITE PROVIDES FOR TREATMENT OF THE WATER QUALITY VOLUME AND PROVIDES FOR MANAGEMENT OF THE STREAMBANK PROTECTION VOLUME MUST BE PROVIDED. 8. AN ENGINEERS CERTIFICATION OF THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES MUST BE AN ENGINEERS CERTIFICATION OF THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES MUST BE PROVIDED TO THE DIRECTOR OF THE MURFREESBORO WATER RESOURCES DEPARTMENT PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. A STORMWATER FEE CREDIT APPLICATION MUST BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. A STORMWATER FEE CREDIT APPLICATION MUST BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 10. A STORMWATER FACILITIES OPERATION AND MAINTENANCE PLAN AND A STORMWATER FACILITIES MAINTENANCE A STORMWATER FACILITIES OPERATION AND MAINTENANCE PLAN AND A STORMWATER FACILITIES MAINTENANCE AGREEMENT MUST BE SUBMITTED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 11. THE STORMWATER FACILITIES MAINTENANCE AGREEMENT MUST BE RECORDED PRIOR TO CERTIFICATE OF THE STORMWATER FACILITIES MAINTENANCE AGREEMENT MUST BE RECORDED PRIOR TO CERTIFICATE OF OCCUPANCY.

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NEW BULK FUEL FARM

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168.0 ACRES

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ON-SITE DEVELOPMENT AREA:

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TOTAL DEVELOPMENT DISTURBANCE:

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BUILDING HEIGHT:

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0.12 ACRES

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0.10 ACRES

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%%USITE DATA

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TOTAL PROPERTY AREA:

X X X X X X X

X X

UGE

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W W

COMM

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AutoCAD SHX Text L: \Engineering\432\432-28\Drawings\Design Drawings\Sht 1 Existing Conditions, ECP and Demolition.dwg

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FILE NAME:

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SUBMITTALS AND REVISIONS

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P.O. BOX 2968, MURFREESBORO, TN 37133-2968

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(615) 895-8221 * FAX (615) 895-0632

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NO.

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DATE

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DESCRIPTION

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CITY OF MURFREESBORO

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MURFREESBORO MUNICIPAL AIRPORT

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APPROVED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO. C1.0

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PROJECT NO. 432-28

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AND DEMOLITION PLAN

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SEPTEMBER

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AS NOTED

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SCALE:

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DATE:

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DSM

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RWM

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RWM

AutoCAD SHX Text C 2022 Griggs & Maloney, Inc.

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EXISTING HANGAR

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EXISTING HANGAR

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EXISTING HANGAR

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EXISTING HANGAR

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EXISTING HANGAR

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EXISTING HANGAR

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EXISTING CORPORATE HANGAR

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EX. MANHOLE 610.8' EX. F.L. 603.3'

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8" PVC SEWER

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8" PVC WATER LINE

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OVERHEAD ELECTRIC

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SIDEWALK

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PAVEMENT

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8" PVC SEWER

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JUNCTION BOX

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ELECTRIC BOX

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TAXIWAY LIGHTS, TYP.

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AWOS

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PAVEMENT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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PAVEMENT

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GRASS

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EXISTING AWOS DUCT DO NOT DISTURB

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EXISTING AWOS DUCT DO NOT DISTURB

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EXISTING ELECTRIC JUNCTION BOX/ POWER POLE

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EX. MANHOLE 611.3' EX. F.L. 603.8'

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EX. MANHOLE EX. F.L. 604.5'

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6" PVC SEWER

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EX. T.C. 611.82 EX. I.E. 608.62 EX. O.E. 607.39

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EX. 18" R.C.P.

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EX. 18" R.C.P.

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SCALE IN FEET

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TRENCH DRAIN, TYP.

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SIDEWALK

AutoCAD SHX Text T.G. 612.36 612.36 F.L. 611.86

AutoCAD SHX Text 611.33

AutoCAD SHX Text 611.42

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DRAINAGE DITCH

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NEW BULK FUEL FARM

AutoCAD SHX Text 612.4

AutoCAD SHX Text

AutoCAD SHX Text 612.94

AutoCAD SHX Text

AutoCAD SHX Text 613.12

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AutoCAD SHX Text 613.32

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AutoCAD SHX Text 613.22

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AutoCAD SHX Text 611.69

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AutoCAD SHX Text 611.72

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AutoCAD SHX Text 612.84

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DRAINAGE DITCH

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AutoCAD SHX Text 611.5

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EXISTING CONDITIONS, ECP

AutoCAD SHX Text LEGEND DEMOLITION AREA OR ITEM AS NOTED SILT FENCE, EROSION EEL, OR STRAW WADDLE LIMITS OF WORK

AutoCAD SHX Text DEMOLITION NOTES: 1. ITEMS TO BE DEMOLISHED ARE INDICATED BY HATCHING. ITEMS TO BE DEMOLISHED ARE INDICATED BY HATCHING. 2. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL INDICATED ITEMS AND CONTRACTOR SHALL PROPERLY DISPOSE OF ALL INDICATED ITEMS AND COORDINATE WITH OWNER. DEMOLISHED ITEMS TO BE RETAINED BY OWNER, OTHERWISE ALL DEMOLISHED ITEMS ARE THE PROPERTY OF THE CONTRACTOR. 3. CONTRACTOR TO CLEAR AND GRUB AREAS OF CONSTRUCTION AS CONTRACTOR TO CLEAR AND GRUB AREAS OF CONSTRUCTION AS REQUIRED TO PERFORM THE WORK. 4. CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS STORED IN DESIGNATED AREA(S). CONTRACTOR SHALL COORDINATE AND CONFIRM CONSTRUCTION DEBRIS STORAGE AREA(S) WITH THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL COMPLY WITH THE TENNESSEE STATE LAW CHAPTER 31 UNDERGROUND UTILITY DAMAGE PREVENTION ACT COMMONLY KNOWN AS THE "TENNESSEE ONE CALL LAW" AND ALL CONDITIONS OF THIS LAW SHALL COMPLY TO THIS PROJECT. IN ACCORDANCE WITH THE TENNESSEE ONE CALL LAW, ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR.

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL NOTES: 1. INSTALL EROSION PREVENTION AND SEDIMENT CONTROLS (EPSC) PRIOR INSTALL EROSION PREVENTION AND SEDIMENT CONTROLS (EPSC) PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 2. MAINTAIN EPSC DEVICES UNTIL FINAL ACCEPTANCE BY OWNER AND MAINTAIN EPSC DEVICES UNTIL FINAL ACCEPTANCE BY OWNER AND STABILIZATION OF THE PROJECT SITE.

AutoCAD SHX Text NOTES: 1. THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE GROUND STRUCTURES AND LOCATION BY THE RESPECTIVE UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM THE LOCATION SHOWN, AND THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THIS SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL UNDERGROUND UTILITIES/STRUCTURES. 2. CONTOUR INTERVALS = 0.5 FT CONTOUR INTERVALS = 0.5 FT 3. CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. 4. CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS STORED IN DESIGNATED AREA(S). CONTRACTOR SHALL COORDINATE AND CONFIRM CONSTRUCTION DEBRIS STORAGE AREA(S) WITH THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FOR COORDINATING ALL SUBCONTRACTORS. 6. EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY BY L.I. SMITH AND ASSOCIATES. 7. CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY GRIGGS & MALONEY PERSONNEL. GRIGGS & MALONEY ASSUMES NO RESPONSIBILITY.

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CONSTRUCTION MATERIALS AND EQUIPMENT STORAGE AREA

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TEMPORARY CONSTRUCTION DEBRIS STORAGE AREA

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NIC - EXISTING FUEL TO REMAIN IN SERVICE UNTIL NEW BULK FUEL SYSTEM IS COMPLETE

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EXISTING CONCRETE PARKING PAD TO BE REMOVED

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2" COMMUNICATION PVC

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4" PRIMARY (X2) PVC

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1" BLUE PEX A

CONCRETE WASHOUT SEE DETAIL SHEET 4

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JUNCTION BOX

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EXISTING ELECTRIC BOX

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TAXIWAY LIGHTS, TYP.

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PAVEMENT

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GRASS, SEE NOTE 11, SHEET 3

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EXISTING AWOS DUCT DO NOT DISTURB

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EXISTING ELECTRIC JUNCTION BOX/ POWER POLE

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SCALE IN FEET

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AutoCAD SHX Text 611.33

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DRAINAGE DITCH

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NEW TRANSFORMER BY MTEMC

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TRUCK AREA

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AutoCAD SHX Text FILE NAME: L:\ENGINEERING\432 MURFREESBORO AIRPORT\432-28 NEW BULK FUEL FARM\DRAWINGS\DESIGN DRAWINGS\432-28 SHT 2 PROPOSED FUEL FARM LAYOUT AND GRADING PLAN.DWG

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SUBMITTALS AND REVISIONS

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P.O. BOX 2968, MURFREESBORO, TN 37133-2968

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(615) 895-8221 * FAX (615) 895-0632

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NO.

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DATE

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DESCRIPTION

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CITY OF MURFREESBORO

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MURFREESBORO MUNICIPAL AIRPORT

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APPROVED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO. C2.0

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PROJECT NO. 432-28

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PROPOSED FUEL FARM

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SEPTEMBER

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AS NOTED

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SCALE:

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DATE:

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DSM

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RWM

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RWM

AutoCAD SHX Text C 2022 Griggs & Maloney, Inc.

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NEW BULK FUEL FARM

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LAYOUT AND GRADING PLAN

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EXISTING DRAINAGE DITCH

AutoCAD SHX Text -0.32%

AutoCAD SHX Text -0.75%

AutoCAD SHX Text -0.73%

AutoCAD SHX Text -0.77%

AutoCAD SHX Text -0.31%

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AutoCAD SHX Text -0.27%

AutoCAD SHX Text -0.86%

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AutoCAD SHX Text 612.50'

AutoCAD SHX Text 613.00'

AutoCAD SHX Text 612.50'

AutoCAD SHX Text 612.35'

AutoCAD SHX Text 612.25'

AutoCAD SHX Text 613.00'

AutoCAD SHX Text 612.08'

AutoCAD SHX Text 612.15'

AutoCAD SHX Text 612.33'

AutoCAD SHX Text

T.O.C. EL. 613.17'

AutoCAD SHX Text 612.00'

AutoCAD SHX Text 612.01'

AutoCAD SHX Text -0.26%

AutoCAD SHX Text 611.96'

AutoCAD SHX Text

AutoCAD SHX Text 612.5

AutoCAD SHX Text

T.O.C. EL. 613.00'

AutoCAD SHX Text

T.O.C. EL. 613.00'

AutoCAD SHX Text

AutoCAD SHX Text 612.5

AutoCAD SHX Text

PROPOSED 2' WIDE LOW FLOW CONCRETE SWALE, SEE DETAIL SHT. 4

AutoCAD SHX Text

OUTFALL I.E. 611.14

AutoCAD SHX Text I.E. 611.43

AutoCAD SHX Text NOTES: 1. THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE GROUND STRUCTURES AND LOCATION THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE GROUND STRUCTURES AND LOCATION BY THE RESPECTIVE UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM THE LOCATION SHOWN, AND THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THIS SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL UNDERGROUND UTILITIES/STRUCTURES. 2. CONTOUR INTERVALS = 0.5 FT CONTOUR INTERVALS = 0.5 FT 3. CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. 4. CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS STORED IN CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS STORED IN DESIGNATED AREA(S). CONTRACTOR SHALL COORDINATE AND CONFIRM CONSTRUCTION DEBRIS STORAGE AREA(S) WITH THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FOR COORDINATING ALL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FOR COORDINATING ALL SUBCONTRACTORS. 6. EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY BY L.I. SMITH AND ASSOCIATES. EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY BY L.I. SMITH AND ASSOCIATES. 7. CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY GRIGGS & MALONEY PERSONNEL. CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY GRIGGS & MALONEY PERSONNEL. GRIGGS & MALONEY ASSUMES NO RESPONSIBILITY.

AutoCAD SHX Text SITE PREPARATION: 1. INITIALLY, GRASS, ROOTS, TOPSOIL, GRAVEL, AND OTHER ORGANIC MATERIALS SHALL BE STRIPPED TO PREPARE INITIALLY, GRASS, ROOTS, TOPSOIL, GRAVEL, AND OTHER ORGANIC MATERIALS SHALL BE STRIPPED TO PREPARE THE SITE FOR CONSTRUCTION. THE CLEARING, GRUBBING, AND STRIPPING SHOULD EXTEND AT LEAST 10 FEET BEYOND THE CONSTRUCTION LIMITS. AFTERWARDS, A GEOPROFESSIONAL OF TTL SHALL OBSERVE EXPOSED SUBGRADES TO CHECK FOR INDICATORS OF KARST. ANY KARST FEATURES IDENTIFIED SHOULD BE REPAIRED UNDER THE DIRECTION OF OUR GEOTECHNICAL ENGINEER. 2. AFTER THE SITE IS PREPARED AND CUTS MADE TO FINAL GRADE, THE UPPER 8-INCHES OF EXPOSED SUBGRADE AFTER THE SITE IS PREPARED AND CUTS MADE TO FINAL GRADE, THE UPPER 8-INCHES OF EXPOSED SUBGRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED AND RECOMPACTED AS STATED IN THE GEOTECHNICAL REPORT. EXPOSED SUBGRADES SHALL THEN BE PROOFROLLED TO IDENTIFY WEAK AREAS. PROOFROLLING SHALL BE PERFORMED WITH HEAVILY-LOADED, RUBBER TIRED EQUIPMENT MAKING MULTIPLE CLOSELY SPACED OVERLAPPING PASSES OVER THE SUBGRADE AT A WALKING PACE. THE PROOFROLLING SHALL BE OBSERVED BY THE GEOTECHNIAL ENGINEER. WEAK MATERIALS IDENTIFIED IN THE BUILDING AREA DURING THE PROOFROLLING SHALL BE UNDERCUT TO STABLE MATERIALS. 3. SITE DEVELOPMENT SHALL BE PERFORMED DURING SEASONABLY DRY WEATHER AND EXCAVATION/SITE PREPARATION SITE DEVELOPMENT SHALL BE PERFORMED DURING SEASONABLY DRY WEATHER AND EXCAVATION/SITE PREPARATION SHALL BE PERFORMED DURING OR IMMEDIATELY FOLLOWING PERIODS OF HEAVY PRECIPITATION. POSITIVE SURFACE DRAINAGE SHALL BE MAINTAINED DURING SITE GRADING AND CONSTRUCTION TO PREVENT WATER FROM PONDING ON THE SURFACE. SURFACE WATER RUN-OFF FROM OFF-SITE AREAS SHALL BE DIVERTED AROUND THE SITE USING BERMS OR DITCHES. THE SURFACE SHALL BE ROLLED SMOOTH TO ENHANCE DRAINAGE IF PRECIPITATION IS EXPECTED. SUBGRADES DAMAFED BY ONSTRUCTION EQUIPMENT SHALL BE PROMPTLY REPAIRED TO AVOID FURTHER DEGRADATION IN ADJACENT AREAS. THE CONTRACTOR SHALL MAINTAIN THE SITE WITH POSITIVE DRAINAGE BOTH DURING AND AFTER GRADING. 4. TEMPORARY CONSTRUCTION EXCAVATIONS LESS THAN 20 FEET DEEP SHOULD BE SLOPED BY THE CONTRACTOR IN TEMPORARY CONSTRUCTION EXCAVATIONS LESS THAN 20 FEET DEEP SHOULD BE SLOPED BY THE CONTRACTOR IN ACCORDANCE WITH OSHA REQUIREMENTS. THE ON-0SITE SOILS APPEAR TO BE OSHA TYPE C SOILS. OSHA REQUIRES TEMPORARY EXCAVATION SLOPES NO STEEPER THAN 1.5-HORIZONTAL TO 1-VERTICAL (1.5H:1V) THROUGH TYPE C SOILS. THE CONTRACTOR'S "COMPETENT PERSON" SHALL EVALUATE TEMPROARY EXCAVATIONS DAILY AND DETERMINE THE SPECIFIC SOIL TYPES AND TEMPROAY SLOPE OR SHORING MEASURES NECESSARY ACCORDING TO OSHA REQUIREMENTS. 5. JUNK, GARBAGE, ORGANIC STRIPPINGS, AND OTHER OBJECTIONABLE MATERIALS (WHICH CAN DECAY, ROT, OR JUNK, GARBAGE, ORGANIC STRIPPINGS, AND OTHER OBJECTIONABLE MATERIALS (WHICH CAN DECAY, ROT, OR CORRODE OVER TIME) SHOULD NOT BE USED AS FILL IN ANY SITE AREAS.

AutoCAD SHX Text 611.43'

AutoCAD SHX Text

AutoCAD SHX Text 611.00'

AutoCAD SHX Text

AutoCAD SHX Text 611.5

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AutoCAD SHX Text 612.5

AutoCAD SHX Text

PROPOSED LIGHTING SEE DETAIL - ELECTRICAL

AutoCAD SHX Text

2" COMMUNICATION PVC

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4" PRIMARY (X2) PVC

AutoCAD SHX Text

1" SDR 9 BLACK PE

AutoCAD SHX Text

NEW 1" VALVE BOX AND 1" BALL VALVE, SEE DETAIL SHEET 4

AutoCAD SHX Text

NEW YARD HYDRANT WITH 2'X2' CONCRETE PAD SEE DETAIL SHEET 4

AutoCAD SHX Text

4" PRIMARY PVC

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4" PRIMARY PVC

AutoCAD SHX Text NEW CONCRETE TRANSFORMER PAD BY CONTRACTOR. COORDINATE WITH MTEMC AS REQUIRED. SEE TRANSFORMER PAD DETAIL, SHEET E2

AutoCAD SHX Text LEGEND JUNCTION BOX EMERGENCY STOP LIGHTING CONCRETE VALVE BOLLARD PROPOSED CONTOUR LIMITS OF WORK

AutoCAD SHX Text J

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AutoCAD SHX Text E

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EMERGENCY STOP (NIC) MOUNTED TO LIGHT POST, SEE DETAIL SHEET 4

AutoCAD SHX Text 610.93

AutoCAD SHX Text

AutoCAD SHX Text 612.33'

AutoCAD SHX Text

AutoCAD SHX Text 612.50'

AutoCAD SHX Text

AutoCAD SHX Text 613.17'

AutoCAD SHX Text

AutoCAD SHX Text 612.50'

AutoCAD SHX Text

T.O.C. EL. 613.00'

AutoCAD SHX Text

FUEL MANAGEMENT PEDESTAL

AutoCAD SHX Text

ADD CONTAINMENT DRIVEOVER EXTENSION EACH SIDE

AutoCAD SHX Text

AutoCAD SHX Text 612.35'

AutoCAD SHX Text

3,249 S.F. OF IMPERVIOUS STRUCTURE

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

AutoCAD SHX Text

NEW METER AND PANEL ON FRAME, SEE ELECTRICAL PLAN SHEET E1

AutoCAD SHX Text T.O.C. 613.00'

AutoCAD SHX Text

DUAL HEAD LIGHT POST

AutoCAD SHX Text

CONTAINMENT SUMP

AutoCAD SHX Text

AVGAS TANK - 20K GALLONS (NIC)

AutoCAD SHX Text

JET FUEL TANK - 12K GALLONS (NIC)

AutoCAD SHX Text

4' ABOVEGROUNDCONTAINMENT FOR TRANSFER PUMPS (BY OTHERS)

AutoCAD SHX Text 612.56'

AutoCAD SHX Text

AutoCAD SHX Text 612.24'

AutoCAD SHX Text

AutoCAD SHX Text 612.40'

612.5

AVGAS TANK - 12K (NIC)

AutoCAD SHX Text

JET FUEL TANK #2 - 20K (NIC)

AutoCAD SHX Text

TRUCK AREA

AutoCAD SHX Text FILE NAME: L:\ENGINEERING\432 MURFREESBORO AIRPORT\432-28 NEW BULK FUEL FARM\DRAWINGS\DESIGN DRAWINGS\432-28 SHT 3 NEW JET FUEL FARM LAYOUT.DWG

AutoCAD SHX Text

SUBMITTALS AND REVISIONS

AutoCAD SHX Text

P.O. BOX 2968, MURFREESBORO, TN 37133-2968

AutoCAD SHX Text

(615) 895-8221 * FAX (615) 895-0632

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NO.

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DATE

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DESCRIPTION

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APPROVED BY:

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CHECKED BY:

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DRAWN BY:

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SHEET NO. C3.0

AutoCAD SHX Text 1/4" = 1'-0"

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SCALE:

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DATE:

AutoCAD SHX Text

DSM

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RWM

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RWM

AutoCAD SHX Text C 2022 Griggs & Maloney, Inc.

AutoCAD SHX Text

CITY OF MURFREESBORO

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MURFREESBORO MUNICIPAL AIRPORT

AutoCAD SHX Text

PROJECT NO. 432-28

AutoCAD SHX Text

FUEL FARM CONTAINMENT LAYOUT

AutoCAD SHX Text

SEPTEMBER

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NEW BULK FUEL FARM

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8" HIGH ROLL OVER CURB, SEE DETAIL SHTS. 4 AND REINFORCING SHT S2.1

AutoCAD SHX Text

PIPE BOLLARD, TYPICAL (4' O.C. MAX.) 24 TOTAL, SEE DETAIL SHT. 4

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text PROPOSED CONCRETE SLAB CONNECTING FUEL PAD TO EXISTING PAVEMENT, SEE DETAIL SHT. 4

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS, SEE NOTE 11

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 613.17'

AutoCAD SHX Text 612.50'

AutoCAD SHX Text 612.33'

AutoCAD SHX Text 613.00'

AutoCAD SHX Text 612.50'

AutoCAD SHX Text 613.17'

AutoCAD SHX Text 612.50'

AutoCAD SHX Text 613.00'

AutoCAD SHX Text 612.35'

AutoCAD SHX Text 612.25'

AutoCAD SHX Text 611.93'

AutoCAD SHX Text 612.15'

AutoCAD SHX Text 612.33'

AutoCAD SHX Text

T.O.C. EL. 613.17'

AutoCAD SHX Text 612.01'

AutoCAD SHX Text 611.96'

AutoCAD SHX Text

T.O.C. EL. 613.00'

AutoCAD SHX Text

T.O.C. EL. 613.00'

AutoCAD SHX Text

AutoCAD SHX Text 612.00'

AutoCAD SHX Text 612.08'

AutoCAD SHX Text

3" PCV PIPE

AutoCAD SHX Text NOTES: 1. THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE GROUND STRUCTURES AND THE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED ON ABOVE GROUND STRUCTURES AND LOCATION BY THE RESPECTIVE UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM THE LOCATION SHOWN, AND THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THIS SURVEY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE UNDERGROUND UTILITIES/STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL UNDERGROUND UTILITIES/STRUCTURES. 2. CONTOUR INTERVALS = 0.5 FT CONTOUR INTERVALS = 0.5 FT 3. CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE DURING ALL PHASES OF CONTRACTOR SHALL ENSURE SITE MAINTAINS POSITIVE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. 4. CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS CONTRACTOR SHALL MAINTAIN A NEAT AND ORDERLY SITE, INCLUDING ANY CONSTRUCTION DEBRIS STORED IN DESIGNATED AREA(S). CONTRACTOR SHALL COORDINATE AND CONFIRM CONSTRUCTION DEBRIS STORAGE AREA(S) WITH THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FOR COORDINATING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND FOR COORDINATING ALL SUBCONTRACTORS. 6. EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY BY L.I. SMITH AND EXISTING STRUCTURES AND UTILITIES TAKEN FROM TOPOGRAPHIC SURVEY BY L.I. SMITH AND ASSOCIATES. 7. CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY GRIGGS & MALONEY CONTOURS AT NEW BULK FUEL FARM SITE TAKEN FROM SPOT SHOTS BY GRIGGS & MALONEY PERSONNEL. GRIGGS & MALONEY ASSUMES NO RESPONSIBILITY. 8. TANK #1 AND TANK #2 SADDLES TO MATCH TANK CONFIGURATIONS. TANK #1 AND TANK #2 SADDLES TO MATCH TANK CONFIGURATIONS. 9. SEE STRUCTURAL SHEETS S1.1 AND S2.1 FOR FUEL FARM FOUNDATION AND DETAILS. SEE STRUCTURAL SHEETS S1.1 AND S2.1 FOR FUEL FARM FOUNDATION AND DETAILS. 10. CONDUIT FOR POWER AND DATA TO BE INSTALLED ABOVE THE CONTAINMENT SLAB. CONDUIT FOR POWER AND DATA TO BE INSTALLED ABOVE THE CONTAINMENT SLAB. 11. SEED AND STRAW ALL DISTURBED AREAS TO FULLY RESTORE ARES ADJACENT TO NEW CONTAINMENT SEED AND STRAW ALL DISTURBED AREAS TO FULLY RESTORE ARES ADJACENT TO NEW CONTAINMENT STRUCTURE TO PRE-CONSTRUCTION CONDITION.

AutoCAD SHX Text

3' X 3' SUMP, SEE DETAIL SHT. 4

AutoCAD SHX Text

3" VALVE & VALVE BOX SEE DETAIL SHEET 4

AutoCAD SHX Text

PROPOSED 2' WIDE LOW FLOW CONCRETE SWALE, SEE DETAIL SHT. 4

AutoCAD SHX Text

8" HIGH ROLL OVER CURB, SEE DETAIL SHTS. 4 AND REINFORCING SHT S2.1

AutoCAD SHX Text I.E. 611.43

AutoCAD SHX Text

TANK SADDLE, TYP. SEE NOTE 8 THIS SHEET

AutoCAD SHX Text

FUEL MANAGEMENT PEDESTAL (FUELMASTER)

AutoCAD SHX Text

APPROXIMATE LOCATION OF TRANSFER PUMPS AND CONTAINMENT SUMP (BY OTHERS)

AutoCAD SHX Text

LIGHT POLE SEE ELECTRICAL

AutoCAD SHX Text 612.50'

AutoCAD SHX Text

AutoCAD SHX Text 613.17'

AutoCAD SHX Text

AutoCAD SHX Text 612.50'

AutoCAD SHX Text

AutoCAD SHX Text 612.40'

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MATCH EXISTING PAVEMENT GRADES AT TIE-IN LOCATION

AutoCAD SHX Text 612.33'

AutoCAD SHX Text

AutoCAD SHX Text 613.00'

AutoCAD SHX Text

AutoCAD SHX Text 610.93'

AutoCAD SHX Text

SUMP FLOOR ELEVATION

AutoCAD SHX Text 612.50'

AutoCAD SHX Text

MATCH EXISTING PAVEMENT GRADES AT TIE-IN LOCATION

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 612.35'

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

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AutoCAD SHX Text 613.00'

AutoCAD SHX Text

AutoCAD SHX Text T.O.C. 613.00'

AutoCAD SHX Text APPLY SIKAFLEX 1cSL SEALANT, OR EQUAL, AT SLAB/CURB JOINTS, ALL EXPANSION/CONTRACTION JOINTS, 6-INCH ROLLOVER CURB AND CONTAINMENT CURB INTERFACE, AND ALL SLAB PENETRATIONS FROM ANCHORS, PIPE, VALVES, BOLLARD PENETRATIONS, AND GRATE FRAMES.

AutoCAD SHX Text T

AutoCAD SHX Text

SAW CUT EXISTING ASPHALT AND REPLACE WITH CONCRETE, SEE DETAIL SHEET C4.0

AutoCAD SHX Text 612.24'

AutoCAD SHX Text

AutoCAD SHX Text 612.40'

AutoCAD SHX Text

AutoCAD SHX Text 612.56'

ESTOP (NIC)

CONCRETE

WASHOUT

AutoCAD SHX Text FILE NAME: L:\ENGINEERING\432 MURFREESBORO AIRPORT\432-28 NEW BULK FUEL FARM\DRAWINGS\DESIGN DRAWINGS\432-28 SHT 4 SITE DETAILS.DWG

AutoCAD SHX Text

SUBMITTALS AND REVISIONS

AutoCAD SHX Text

P.O. BOX 2968, MURFREESBORO, TN 37133-2968

AutoCAD SHX Text

(615) 895-8221 * FAX (615) 895-0632

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

APPROVED BY:

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CHECKED BY:

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DRAWN BY:

AutoCAD SHX Text

SHEET NO. C4.0

AutoCAD SHX Text

PROJECT NO. 432-28

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SITE DETAILS

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SEPTEMBER

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AS NOTED

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SCALE:

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DATE:

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DSM

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CRB

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RWM

AutoCAD SHX Text C 2022 Griggs & Maloney, Inc.

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STEEL POST

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%%U ELEVATION

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APPROVED BACKING SEE NOTE 1

AutoCAD SHX Text

FABRIC

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CLOTH

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FILTER

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APPROVED BACKING (BETWEEN POST AND FABRIC)

AutoCAD SHX Text

DESIRABLE DETAIL OF TRENCH AND FILTER CLOTH

AutoCAD SHX Text

FILTER CLOTH FABRIC

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BACKFILL TRENCH

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FILL SLOPE

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%%U SECTIONAL VIEW

AutoCAD SHX Text NOTES: 1. ALL CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO GRADING ACTIVITY ALL CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO GRADING ACTIVITY 2. FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT-IN REINFORCED STRUCTURE, AS FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT-IN REINFORCED STRUCTURE, AS RECOMMENDED BY THE MANUFACTURER TO SUPPORT THE FILTER CLOTH 3. FILTER CLOTH SHALL MEET THE REQUIREMENTS OF SECTION 209 OF TDOT STANDARD SPECIFICATIONS FILTER CLOTH SHALL MEET THE REQUIREMENTS OF SECTION 209 OF TDOT STANDARD SPECIFICATIONS 4. A PREASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE IN LIEU A PREASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE IN LIEU OF A FIELD-CONSTRUCTED SILT FENCE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

6" MIN. BOTTOM OF TRENCH

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ALTERNATE DETAIL OF TRENCH AND FILTER CLOTH

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EXISTING GROUND

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EXISTING GROUND

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%%U SILT FENCE CONSTRUCTION

AutoCAD SHX Text N.T.S.

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%%U CONTAINMENT SUMP DETAIL

AutoCAD SHX Text NOTES: 1. SEE PLAN FOR LOCATION, ELEVATION AND PIPE INFORMATION. 2. GROUT ANNULAR SPACE BETWEEN WALL AND PIPE WITH NON-SHRINK MORTAR TO INSURE WATERTIGHT SEAL. 3. ALL CONCRETE TO COMPLY WITH ACI 318 WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. 28 DAY TEST (SEE STRUCTURAL). 4. SUMP TO BE CONSTRUCTED OF SUFFICIENT SIZE TO ACCOMMODATE INLET AND OUTLET PIPES.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%U BOLLARD DETAIL (24 EA.)

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YELLOW, SMOOTH BOLLARD SLEEVE FOR 5 1/2" POST, EAGLE MODEL 1736OR APPROVED EQUAL

AutoCAD SHX Text

18" DIA. CONCRETE FOUNDATION, 3000 PSI COMP. STR. AT 28 DAYS.

AutoCAD SHX Text

5 /12" SCH. 40 GALV. STEEL PIPE

AutoCAD SHX Text X

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4" THK. CONCRETE

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6" X 6" W1.4 X W1.4 WWF

AutoCAD SHX Text

BOLTED CONNECTION W/ SECURITY HEAD SCREW

AutoCAD SHX Text

3/8" STEEL RODS(4) TYPICAL

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5/8" HOLE FOR1/2" BOLT

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6" STEEL SLEEVE

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6" STEEL SLEEVE

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%%U TYPICAL ROLL OVER CURB DETAIL

AutoCAD SHX Text N.T.S.

NEW FUEL PAD SURFACE

AutoCAD SHX Text

EXISTING PAVEMENT

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TAPER TO EDGE OF FUEL PAD

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A

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PLAN VIEW

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CITY OF MURFREESBORO

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MURFREESBORO MUNICIPAL AIRPORT

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NEW BULK FUEL FARM

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TAPER TO EDGE OF EXISTING PAVEMENT

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%%U LOW FLOW CONCRETE SWALE

AutoCAD SHX Text N.T.S.

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3000 PSI CONCRETE W/ FIBER ADMIXTURE SMOOTH FINISH ON TOP SURFACE

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COMPACTED SUBGRADE

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%%U ELEVATION

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NOTE: SEE STRUCTURAL SHT. S2.1, DETAIL 10 FOR REINFORCING AND TYING INTO SLAB

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%%UCONCRETE TRUCK WASHOUT

AutoCAD SHX Text N.T.S.

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%%USECTION B-B

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%%UPLAN

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NATIVE MATERIAL (OPTIONAL)

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WOOD OR METAL STAKES (2 PER BALE)

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BINDING WIRE

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STRAW BALE

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10 MIL PLASTIC LINING

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STAPLES (2 PER BALE)

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%%UCONCRETE WASHOUT

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%%USIGN DETAIL

AutoCAD SHX Text 3'

AutoCAD SHX Text WOOD POST 3"x3"x8'

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0.5" LAG SCREWS

AutoCAD SHX Text PLYWOOD 48"x24" PAINTED WHITE

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BLACK LETTERS 6" HEIGHT

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%%USTAPLE DETAIL

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1/8" DIA. STEEL WIRE

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(OR EQUIVALENT)

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10 MIL PLASTIC LINING

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STRAW BALE (TYP.)

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STAKE (TYP.)

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TYPE "ABOVE GRADE"

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WITH STRAW BALES

AutoCAD SHX Text B

AutoCAD SHX Text X

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%%U NON-FREEZING YARD HYDRANT DETAIL

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AutoCAD SHX Text LOCKABLE FROST PROOF YARD HYDRANT, SIMMONS MODEL 802, WOODFORD MFG. IOWA MODEL Y34 (OR APPROVED EQUAL)

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4X4/W4.0XW4.0 WWR

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1" SERVICE PIPE, " SERVICE PIPE, SDR 9 BLACK POLYETHYLENE

AutoCAD SHX Text 1 cf #57 WASHED STONE

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VACUUM BREAKER

AutoCAD SHX Text 3" X 3" X 1/4" X 3'-6" HIGH POWDER COATED BLACK STEEL POST WITH FLANGED 6" X 6" X 1/4" PLATE

AutoCAD SHX Text PRE-ASSEMBLED ENCLOSED EMERGENCY STOP PUSH BUTTON EATON CATALOG NO. 10250T5B62-S108, UL TYPE 4X, OR APPROVED EQUAL

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%%U E-STOP DETAIL (TYP.)

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BLACK POST CAP FOR 3" X 3" TUBE STEEL POST

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(4) 3/8" CONCRETEANCHORS (GALV.)

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FUEL SHUT-OFF

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EMERGENCY

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1" (MIN.) ELECTRICAL CONDUIT

AutoCAD SHX Text POST AND EQUIPMENT SHALL BE GROUNDED PER LOCAL CODE & NEC, LATEST EDITION, REQUIREMENTS

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3" PVC DRAIN PIPE

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3" VALVE AND VALVE BOX

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1" BALL VALVE

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VALVE BOX, SEE SHT. 2 FOR LOCATION

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9" CONCRETE CURB

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EL. 611.93

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%%U PLAN

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CONCRETE SLAB

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SLOPE FLOOR 1' PER 10'

AutoCAD SHX Text #4 @ 12" E.W.

AutoCAD SHX Text #5 @ 12" O.C.

AutoCAD SHX Text #4 @ 12" E.W.

AutoCAD SHX Text

STAINLESS STEEL ANGLE

AutoCAD SHX Text

ALUMINUM BAR GRATING

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 3/16

AutoCAD SHX Text 2-12

AutoCAD SHX Text H.S. 1/2X4 @ 1/2X4 @ 24" C-C

AutoCAD SHX Text

BAR 3/16X1, CONT. STAINLESS STEEL PROVIDE BITUMINOUS COATING BETWEEN AL AND SS

AutoCAD SHX Text L 1-3/4X1-3/4X1/4, CONT. STAINLESS STEEL PROVIDE BITUMINOUS COATING BETWEEN AL AND SS

AutoCAD SHX Text 611.96

AutoCAD SHX Text 610.93

AutoCAD SHX Text

3" PVC I.E. 611.43

AutoCAD SHX Text

FORMED FLOWLINE (SEE NOTE 2)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%U CLASS "A" PIPE BEDDING DETAIL

AutoCAD SHX Text

SHORED TRENCH

AutoCAD SHX Text

HALF SECTION FOR

AutoCAD SHX Text BEDDING DEPTH (d)

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

66" & LARGER

AutoCAD SHX Text

30" TO 60"

AutoCAD SHX Text

27" & SMALLER

AutoCAD SHX Text

WHEN REQ'D

AutoCAD SHX Text

TRENCH SHORING

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

CONCRETE CRADLE

AutoCAD SHX Text

UNSHORED TRENCH

AutoCAD SHX Text

HALF SECTION FOR

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text d MIN

AutoCAD SHX Text

3,000 PSI

AutoCAD SHX Text

ENLARGED OD)

AutoCAD SHX Text

JOINT (OR

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APPROVED EARTHEN

AutoCAD SHX Text

BACKFILL MATERIAL

AutoCAD SHX Text

TO FINISH GRADE

AutoCAD SHX Text

(OUTSIDE PAVED AREAS)

AutoCAD SHX Text

COMPACTED GRANULAR

AutoCAD SHX Text

SIDE AND CROWN BACKFILL,

AutoCAD SHX Text

1/2" MAX. SIZE

AutoCAD SHX Text

?OD MIN.

AutoCAD SHX Text d

AutoCAD SHX Text

GROUT PENETRATION

AutoCAD SHX Text

EX. 1" PEX A BLUE

AutoCAD SHX Text

6" CRUSHED AGGREGATE

AutoCAD SHX Text

SEE PIPE BEDDING DETAIL THIS SHEET

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE

AutoCAD SHX Text 3" X 3" X 1/4" X 3'-6" HIGH POWDER COATED BLACK STEEL POST WITH FLANGED 6" X 6" X 1/4" PLATE

AutoCAD SHX Text PRE-ASSEMBLED ENCLOSED EMERGENCY STOP PUSH BUTTON EATON CATALOG NO. 10250T5B62-S108, UL TYPE 4X, OR APPROVED EQUAL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%U E-STOP DETAIL (LIGHT POST MOUNT)

AutoCAD SHX Text

BLACK POST CAP FOR 3" X 3" TUBE STEEL POST

AutoCAD SHX Text

FUEL SHUT-OFF

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text POST AND EQUIPMENT SHALL BE GROUNDED PER LOCAL CODE & NEC, LATEST EDITION, REQUIREMENTS

AutoCAD SHX Text

(4) #6 VERTICAL BARS & #3 TIES @ 6" O.C.

AutoCAD SHX Text

(4) ANCHOR BOLTS PROVIDED BY POLE MANUFACTURER

AutoCAD SHX Text

CONDUIT ENTRY

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

#6 SOLID BARE TINNED COPPER GROUND WIRE

AutoCAD SHX Text

HAND RUB FINISH EXPOSED SURFACES

AutoCAD SHX Text

(4) LEVELING NUTS

AutoCAD SHX Text

GROUT WITH 1" CHAMFERED EDGES

AutoCAD SHX Text

5/8" X 8' COPPERWELD GROUNDING ROD

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SAWCUT

AutoCAD SHX Text

#4 BARS 12" O.C. EACHWAY

AutoCAD SHX Text

CONTAINMENT CONCRETE

AutoCAD SHX Text

EXISTING AGGREGATE BASE

AutoCAD SHX Text

APPLY SIKAFLEX SEALANT AT JOINTS

ASPHALT APRON/CONCRETE CONTAINMENT TRANSITION DETAIL

301 Industrial Blvd.

Office: 931.454.9940

2605 Elm Hill Pk/St C Nashville, TN 37214

Office: 615.678.6022 olgengineering.com

Oliver Little Gipson

E n g i n e e r i n g , I n c .

Tullahoma, TN 37388

NOTES:

OBSTRUCTION MARKERS SHALL BE INSTALLED ON TOP OF EACH OF THE TWO POLES. THE OBSTRUCTION MARKER LIGHTS SHALL BE AVLITE MODEL AV-OL-FL810-UM-RIR-D OR EQUAL.

THE POWER FOR THESE DEVICES SHALL COME FROM CIRCUIT FP-11. ALL CIRCUITING TO BE A MINIMUM OF 3/4"C WITH (2)#12 AND (1)#12G

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301 Industrial Blvd.

Office: 931.454.9940

2605 Elm Hill Pk/St C Nashville, TN 37214

Office: 615.678.6022 olgengineering.com

Oliver Little Gipson

E n g i n e e r i n g , I n c .

Tullahoma, TN 37388

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#2 COPPER GROUNDING

ELECTRODE CONDUCTOR

3/4" x 10' GROUND RODS

SERVICE

ENTRANCE

RATED,

MANUAL

TRANSFER

SWTICH WITH

QUICK

CONNECTS,

208V, 200A

MCB, NEMA 3R

UTILITY METERM

DRY TYPE TRANSFORMER

LEGEND:

PANELBOARD - FLUSH MOUNT

(15") ALL RECEPTACLES ARE TAMPER RESISTANT

GENERAL NOTES:

1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE. ALL ITEMS ARE ON AN EQUAL BASIS.

2. ALL SINGLE PHASE BRANCH CIRCUITS (RECEPTACLES, LIGHTING, ETC.) ARE 1/2" CONDUIT OR EMT WITH (3)#12 BLACK/WHITE/GREEN, THHN, 90°C WIRING. ALL OTHER CONDUIT AND WIRING

SHALL BE AS INDICATED ON THE PLANS. ACTUAL ROUTING AND HOMERUN GROUPINGS ARE TO

BE DETERMINED IN THE FIELD.

3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC EXCEPT FOR DETAILS AND ELEVATIONS. DO NOT

SCALE FROM DIAGRAMMATIC DRAWINGS. EXACT LOCATIONS OF DEVICES AND PANELS ARE TO

BE DETERMINED AND ROUGHED-IN DURING CONSTRUCTION TO AVOID INTERFERENCE, TO MEET

USER REQUIREMENTS, TO PROVIDE ADEQUATE MOUNTING, AND TO MEET NEC LINEAR ACCESS

AND CLEARANCE REQUIREMENTS.

4. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN.

5. PROVIDE A LAMICOID NAMEPLATE (WHITE LETTERS ON BLACK BACKGROUND) ON EACH

PANELBOARD, MOTOR STARTER, CONTACTOR, TRANSFORMER, ETC. LETTERS SHALL BE 0.75

INCH MINIMUM.

6. CONTRACTOR SHALL INSTALL THE UNDERGROUND SERVICE LATERAL TO THE UTILITY

PROVIDED TRANSFORMER(S). TRANSITION TO RIGID GALVANIZED STEEL CONDUIT FROM THE

UNDERGROUND PVC CONDUIT IS REQUIRED EXITING ABOVE GRADE. SERVICE MUST COMPLY

WITH ALL REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY.

7. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT AND QUALITY DESIRED.

8. CONTRACTOR SHALL CUT AS REQUIRED TO INSTALL ELECTRICAL EQUIPMENT. REPAIR OF

FLOOR OR WALLS SHALL BE COORDINATED WITH GENERAL CONTRACTOR. CONTRACTOR SHALL

ALSO REPAIR ALL OPENINGS LEFT DUE TO EQUIPMENT REMOVAL.

9. CONDUCTORS ARE AWG#12 COPPER UNLESS OTHERWISE SHOWN. ALL CONDUCTORS LARGER

THAN #10 SHALL BE STRANDED. RUNS IN EXCESS OF 90'-0" (ONE WAY) SHALL BE SIZED PER THE

NATIONAL ELECTRICAL CODE MAXIMUM 2% VOLTAGE DROP.

10. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED

TO THE INSIDE DOOR.

11. ALL FIXTURES, DEVICES, CONDUIT, AND EQUIPMENT SHALL BE SECURED WITH APPROVED

HANGERS AND ANCHORS AND IN ACCORDANCE WITH APPROVED STANDARDS OF INSTALLATION.

12. ALL BREAKERS SHOWN IN THE PANELBOARD SCHEDULE SHALL BE RATED AS SHOWN FOR BOTH

CIRCUIT CAPACITY AND FAULT CURRENT INTERRUPTING CAPACITY.

13. ALL PANELBOARDS, DISCONNECT SWITCHES, MOTOR STARTERS, AND CONTACTORS SHALL BE

NEMA 1 UNLESS OTHERWISE NOTED.

14. IN ACCORDANCE WITH ARTICLE 250.50 NEC, BOND GROUNDING ELECTRODE SYSTEM TO ALL OF

THE FOLLOWING IF AVAILABLE:

14.1. BUILDING STEEL

14.2. FOUNDATION REBAR

14.3. BUILDING COUNTERPOISE

14.4. UNDERGROUND METAL COLD WATER PIPE

301 Industrial Blvd.

Office: 931.454.9940

2605 Elm Hill Pk/St C Nashville, TN 37214

Office: 615.678.6022 olgengineering.com

Oliver Little Gipson

E n g i n e e r i n g , I n c .

Tullahoma, TN 37388

METERING

PER

UTILITY

REQUIREMENTS

RECEPTACLE, QUAD, 120V, 20A, WEATHER RESISTANT,

WITH IN-USE COVER.

"FP"

208Y/120V

200A

MLO

NEMA 3R

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File details come from the government source that posted it. Updated May 12, 2025.