NMFF-Bid_dwgs.pdf

PDF 2 MB Posted May 23, 2018

Attached to: SITE WORK FOR FUEL FACILITY
Solicitation number: BD-18-1301-10-10-27690
Issued by: Nantucket County, Massachusetts

About this file

Written by GovTribe AI · Aug 1, 2024

This document is a set of plans and specifications for the relocation of the Nantucket Municipal Fueling Facility from 131 Pleasant Street to 4 Fairgrounds Road in Nantucket, Massachusetts. The project involves site work including demolition, grading, drainage, landscaping, and electrical improvements as detailed in the drawings and supporting documents prepared by Kaestle Boos Associates, Inc. The Town of Nantucket is seeking sealed bids for this project, with the bid documents issued on May 4, 2018. No specific bid due date or award date is provided, but the contract documents indicate that the work is for the "Nantucket Municipal Fueling Station" at the new 4 Fairgrounds Road location.

The plans and specifications detail the site layout, grading, drainage, landscaping, and electrical work required, including the installation of a concrete vehicle fueling pad, a cantilevered sliding chain link fence and gate, and lighting. The electrical scope includes conduits, wiring, and equipment for the fueling facility, access controls, and site lighting. No specific pricing information or funding sources are provided in the documents.

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O P

Y R

I G

H T

A E

S T

L E

O O

S S

O C

I N

17025.00

ISSUED FOR BID & CONSTRUCTION

LANDSCAPE

CIVIL & ELECTRICAL ENGINEER

KAESTLE BOOS ASSOCIATES, INC.

GARCIA GALUSKA DESOUSA, INC.

05/04/2018

4 FAIRGROUNDS ROAD NANTUCKET, MA

02554

NANTUCKET MUNICIPAL FUELING FACILITY

TABLE OF CONTENTS

L1.01 SITE PLANS

L2.01 SITE DETAILS

C1.01 SITE LEGEND, NOTES, DETAILS & PLANS

E1.01 ELECTRICAL SITE PLAN

E2.01 ELECTRICAL SITE DETAILS

L1.01

SITE

PLANS

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

SITE DEMOLITION

DEMOLITION NOTES

LAYOUT LEGEND

LAYOUT NOTES

MATERIALS LEGEND

GRADING LEGEND

GRADING NOTES

PLANTING NOTES

PLANTING LEGEND

SITE PLANTING LIST

NANTUCKET

MUNICIPAL

FUELING

STATION

4 FAIRGROUND ROAD

NANTUCKET, MA 02554

AutoCAD SHX Text 292.44'

AutoCAD SHX Text 134.66'

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ASPHALT ISLE

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LAWN

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LIMIT OF DISTURBANCE

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6" PIPE

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INV.=32.11

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CB RIM

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ELEV.=32.62

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6" PIPE

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INV.=31.76

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CB RIM

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ELEV.=32.47

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CB RIM

AutoCAD SHX Text

ELEV.=32.46

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6" PIPE

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INV.=30.07

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6" PIPE

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INV.=30.37

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CB RIM

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ELEV.=30.65

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CB RIM

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ELEV.=30.67

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FUEL TANK

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END

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CURB

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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6" PIPE

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DS#16

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DS#15

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DS#14

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DS#13

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DS#12

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PUBLIC SAFETY LOT - LOT 77

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MUNICIPAL LOT - LOT 78

AutoCAD SHX Text 286.238

AutoCAD SHX Text 33.4

AutoCAD SHX Text 33.2

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AutoCAD SHX Text 33.8

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 33.5

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AutoCAD SHX Text 33.4

AutoCAD SHX Text 33.3

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2" ELECTRICAL CONDUIT

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TB BASE

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LIMIT OF WORK

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LIMIT OF WORK

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SAW CUT PAVEMENT FOR CLEAN EDGE PRIOR TO PAVING

AutoCAD SHX Text TRIM TREE BRANCHES AS NECESSARY FOR INSTALLATION OF ROADWAY. PROTECT TREES TO REMAIN IN PLACE

AutoCAD SHX Text CLEAR AND GRUB OF VEGETATION HAS BEEN COMPLETED BY THE TOWN. CONTRACTOR SHALL REMOVE ALL REMAINING ROOTS WITHIN THE LIMITS OF WORK AND CLEAR AND STRIP ANY SUBSOILS AND TOPSOIL THAT REMAINS.

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REMOVE TB BASE

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CLEARING LIMIT LINES

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CLEARING LIMIT LINES

AutoCAD SHX Text 292.44'

AutoCAD SHX Text 134.66'

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ASPHALT ISLE

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LAWN

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LIMIT OF DISTURBANCE

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6" PIPE

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INV.=32.11

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CB RIM

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ELEV.=32.62

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6" PIPE

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INV.=31.76

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CB RIM

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ELEV.=32.47

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CB RIM

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ELEV.=32.46

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6" PIPE

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INV.=30.07

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6" PIPE

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INV.=30.37

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CB RIM

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ELEV.=30.65

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CB RIM

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ELEV.=30.67

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FUEL TANK

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GATE

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END

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CURB

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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6" PIPE

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DS#21

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DS#17

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DS#16

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DS#15

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DS#14

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DS#13

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DS#20

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PUBLIC SAFETY LOT - LOT 77

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MUNICIPAL LOT - LOT 78

AutoCAD SHX Text 286.238

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AutoCAD SHX Text 34.1

AutoCAD SHX Text 33.8

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2" ELECTRICAL CONDUIT

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TB BASE

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LIMIT OF WORK

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LIMIT OF WORK

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TYP. OF 10

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AutoCAD SHX Text L2.01

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SLIDING CHAINLINK FENCE & GATES BY OTHERS

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TRANSPORT AND PLACEMENT OF SALVAGED FUEL TANK PROVIDED BY OWNER

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ELECTRONIC BARRIER ARM GATE (BY OTHERS)

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CARD READER PLACE PER MANUFACTURER'S AND OWNER'S RECOMMENDATIONS

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TYP. OF 5

AutoCAD SHX Text PROVISION AND PLACEMENT OF ASPHALT BY OTHERS. CONTRACTOR OWNS ALL PROVISION, PLACEMENT AND COMPACTION OF ALL SUB-BASE MATERIAL.

AutoCAD SHX Text

AutoCAD SHX Text L2.01

AutoCAD SHX Text PROVISION AND PLACEMENT OF ASPHALT BY OTHERS. CONTRACTOR OWNS ALL PROVISION, PLACEMENT AND COMPACTION OF ALL SUB-BASE MATERIAL.

AutoCAD SHX Text SIZE OF PAD (4'x6'), COORDINATE WITH UTILITY COVER SIZING. PAD SHALL EXTEND 12" BEYOND OUTSIDE EDGE OF COVER.

AutoCAD SHX Text 292.44'

AutoCAD SHX Text 134.66'

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ASPHALT ISLE

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LAWN

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LIMIT OF DISTURBANCE

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6" PIPE

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INV.=32.11

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CB RIM

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ELEV.=32.62

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6" PIPE

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INV.=31.76

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CB RIM

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ELEV.=32.47

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CB RIM

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ELEV.=32.46

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6" PIPE

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INV.=30.07

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6" PIPE

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INV.=30.37

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CB RIM

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ELEV.=30.65

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CB RIM

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ELEV.=30.67

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FUEL TANK

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END

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CURB

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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6" PIPE

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DS#16

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DS#15

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DS#14

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DS#13

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DS#12

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DS#20

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PUBLIC SAFETY LOT - LOT 77

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MUNICIPAL LOT - LOT 78

AutoCAD SHX Text 286.238

AutoCAD SHX Text 33.4

AutoCAD SHX Text 33.2

AutoCAD SHX Text 34.1

AutoCAD SHX Text 33.8

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 33.5

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.4

AutoCAD SHX Text 33.3

AutoCAD SHX Text 33.4

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2" ELECTRICAL CONDUIT

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TB BASE

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LIMIT OF WORK

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LIMIT OF WORK

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SLOPE ROADWAY FROM CONCRETE PAD TO MATCH EXISTING GRADES AT PARKING LOT.

AutoCAD SHX Text NOTE: 1. ELEVATIONS AND GRADES ARE APPROXIMATE. ELEVATIONS AND GRADES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL GRADES TO INSURE PROPER DRAINAGE FROM ROAD. 2. CONTRACTOR SHALL SEED AND TOPDRESS CONTRACTOR SHALL SEED AND TOPDRESS WITH LOAM ALL DISTURBED AREAS.

AutoCAD SHX Text 34.00

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SLAB ELEV.

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PROVIDE 2% CROSS PITCH FOR ASPHALT ROAD. TYP.

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MATCH EXISTING GRADES.

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PROVIDE 2% CROSS PITCH FOR ASPHALT ROAD. TYP.

AutoCAD SHX Text 34.50

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SLAB ELEV.

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PROVIDE 6" OF TOPSOIL IN ALL DISTRUBED AREAS AND SEED.

AutoCAD SHX Text 1"=20'

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SCALE:

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DRAWN BY:

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PROJECT NO.:

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DRAWING NO.:

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DATE:

AutoCAD SHX Text c COPYRIGHT KAESTLE BOOS ASSOC., INC.

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AutoCAD SHX Text 17025.00

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SAW CUT LINE

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PROPOSED TREE LINE

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REMOVE FENCE/RAILING

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CLEAR AND GRUB

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ADDITIONAL UTILITY DEMOLITION INFORMATION IS NOTED ON DRAWING XX.XX

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COORDINATE DEMOLITION LIMITS WITH PROPOSED IMPROVEMENTS.

AutoCAD SHX Text COORDINATE ALL UTILITY DEMOLITION OPERATIONS WITH OWNER. MAINTAIN SYSTEMS IN OPERATION AS REQUIRED.

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KEEP EXISITNG DRAINAGE FUNCTIONING DURING CONSTRUCTION.

AutoCAD SHX Text AREAS OF EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. REVIEW ACTUAL LIMITS OF CLEARING WITH THE OWNER/ARCHITECT, AND SELECTIVELY CLEAR AND PRUNE AS REQUIRED TO REMOVE DEAD, DISEASED, OR POORLY FORMED VEGETATION.

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REMOVE PAVING

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REMOVE TREE

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PROPERTY LINE

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EXPANSION JOINTS

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CONTROL JOINTS

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1. LAYOUT INFORMATION IS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL LAYOUT INFORMATION. BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION FOR REVIEW AND CLARIFICATION.

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RADIAL DIMENSION

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LINEAR DIMENSION

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ANGULAR DIMENSION

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DETAIL REFERENCE TAG

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CONCRETE PAVING

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SIGNAGE

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FENCE

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DETAIL #

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SHEET #

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LOW POINT

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HIGH POINT

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TOP OF FRAME

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TOP OF CURB

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BOTTOM OF CURB

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SPOT ELEVATION

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DRAINAGE ARROW

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AREA/YARD DRAIN

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CATCH BASIN

AutoCAD SHX Text L.P

AutoCAD SHX Text H.P

AutoCAD SHX Text 100.00

AutoCAD SHX Text T.F

AutoCAD SHX Text B.C

AutoCAD SHX Text T.C

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EXISTING CONTOUR

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FLUSH CONDITION

AutoCAD SHX Text T.F

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PROP. INTERMEDIATE CONTOUR

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PROP. INTERVAL CONTOUR

AutoCAD SHX Text BEFORE STARTING THE WORK, THE CONTRACTOR SHALL COMPARE THE VERIFY ALL GRADES IN FIELD. CONTRACTOR SHALL ENSURE ALL PADS DRAIN POSITIVELY TOWARD DRAINAGE DITCH OR OTHER DRAINAGE AREA. THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR OWNER OF PROPOSED GRADES AND DRAINAGE IN WRITING.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

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AutoCAD SHX Text SMOOTHLY BLEND ALL PROPOSED GRADES TO EXISTING CONDITIONS. ROUND OFF TOP AND TOE OF ALL SLOPES.

AutoCAD SHX Text 4.

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MAINTAIN DRAINAGE PATTERNS TO EXISTING DRAINAGE SYSTEMS UNLESS NOTED OTHERWISE.

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CONTRACT LIMIT LINE IS COINCIDENT WITH PROPERTY LINE UNLESS NOTED OTHERWISE.

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ALL EXPANSION JOINTS AND SCORE JOINTS SHALL BE FLUSH UNLESS NOTED OTHERWISE

AutoCAD SHX Text 5.

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EXISTING ORNAMENTAL TREE

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PROPOSED EVERGREEN TREE

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PROPOSED DECIDUOUS TREE

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PROPOSED ORNAMENTAL TREE

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EXISTING DECIDUOUS TREE

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SYMBOL

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QUANTITY

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PLANT TAG

AutoCAD SHX Text ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES, PAVING, CONTINUOUS PLANTING BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A MINIMUM DEPTH OF 6" AND GRASS SEEDED.

AutoCAD SHX Text ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE MA ASSOCIATION OF LANDSCAPE CONTRACTORS SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS FOR NURSERY STOCK.

AutoCAD SHX Text ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL. AT COMPLETION OF MAINTENANCE PERIOD REMOVE ALL STAKES, FLAGS, GUYS, TREE WRAP, AND ANCHORS.

AutoCAD SHX Text

MULCH ALL NEW PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT).

AutoCAD SHX Text ALL LAWN AND PLANTING AREA SOIL PREPARATION SHALL BE FERTILIZED AND AMENDED ACCORDING TO RECOMMENDATIONS OF A SOIL ANALYSIS PROVIDED BY AN APPROVED SOIL TESTING LABORATORY.

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SEE SPECIFICATIONS FOR LAWN AREA SEED MIXTURE

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PROVIDE LAWN DEVELOPMENT IN ALL AREAS OF SELECTIVE CLEARING AS DIRECTED.

AutoCAD SHX Text X

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CODE QUANTITY SCIENTIFIC NAME COMMON NAME SIZE COMMENTS

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EVERGREEN TREES:

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CUPRESSOCYPARIS LEYLANDII

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LEYLAND CYPRESS

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4'-5' HEIGHT

AutoCAD SHX Text B&B

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AutoCAD SHX Text 11/29/2017

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DGM

AutoCAD SHX Text 17025.00

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REVISIONS

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DATE DESCRIPTION

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ISSUE DATE

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DATE DESCRIPTION

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AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

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05/04/2018 ISSUED FOR BIDDING

L2.01

SITE

DETAILS

NANTUCKET

MUNICIPAL

FUELING

STATION

4 FAIRGROUND ROAD

NANTUCKET, MA 02554

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

ASPHALT PAVEMENT - HEAVY DUTY

SCALE: N.T.S.

CANTILEVERED SLIDING CHAIN LINK FENCE GATE

SCALE: N.T.S.

CONCRETE VEHICLE

FUELING PAD

SCALE: N.T.S.

POSITIVE LIMITING BARRIER DETAIL

CONCRETE VEHICLE

FUELING PAD SECTION

SCALE: N.T.S.

STEEL PIPE BOLLARD

SCALE: N.T.S.

EXPANSION JOINT

SCALE: N.T.S.

REINFORCED CONCRETE PAD

W/ HAUNCH

SCALE: N.T.S.

TREE PLANTING

STAKING DETAIL GUYING DETAIL

CHAIN LINK FENCE GATES BY OTHERS.

ASPHALT TOP COURSE & BINDER COURSE BY OTHERS.

CONTRACTOR SHALL OWN ALL SUB-BASE MATERIALS

AutoCAD SHX Text 11/29/2017

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DGM

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NTS

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SCALE:

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DRAWN BY:

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PROJECT NO.:

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DRAWING NO.:

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DATE:

AutoCAD SHX Text c COPYRIGHT KAESTLE BOOS ASSOC., INC.

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AutoCAD SHX Text 17025.00

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2" BINDER COURSE

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FINISH GRADE

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2.5" @ TOP COURSE

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FINISH GRADE-PITCH AS INDICATED

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ASPHALT - TOP COURSE - N.I.C.

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ASPHALT - BINDER COURSE - N.I.C.

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PROCESSED AGGREGATE

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GRANULAR FILL

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PREPARED SUBGRADE

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TIGHT, BEVELED, TAMPED EDGE REQUIRED

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ALL SUB-BASE MATERIALS (PROCESSED AGGREGATE & GRANULAR FILL) BY CONTRACTOR

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GATE ELEVATION - (2) BAYS SHOWN

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TRUSS

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NOTES:

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TO OPEN

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GATE PLAN

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4" NOM

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OUTSIDE

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INSIDE (DPW YARD)

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CABLE

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(FABRIC NOT SHOWN IN TAIL)

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END VIEW

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ELEVATION

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U-BOLT

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U-BOLT

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POST

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2" X 4" GATE FRAME MEMBER

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LOWER GUIDE ROLLER ASS'Y

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TOP TRACK/FRAME MEMBER OF GATE FRAME

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GUIDE ROLLER W/ BEARING

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TRUCK ASSEMBLY

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TRUCK BRKT

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TRUCK BRACKET

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TRUCK ASS'Y

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2" X 4" BOTTOM GATE FRAME MEMBER

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UPPER ROLLER TRUCK ASSEMBLY

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ALUM TRACK/FRAME MEMBER

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LATCH/ STOP BAR TO FIT STAINLESS STEEL CHANNEL BAR UPRIGHT

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LATCH/ STOP BAR

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POST TOP

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8" OD POST

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TRUCK ASS'Y (TYP OF 4)

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ALUM TRACK/RAIL

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2" SQ ALUM UPRIGHT

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CABLE TRUSS

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GUIDE ROLLER ASS'Y

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CHAIN LINK FABRIC, 6 GAUGE GALV.

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TENSION ROD

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2" X 4" ALUM BOTTOM RAIL

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8" OD POST

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STAINLESS STEEL CHANNEL BAR BOLTED OVER 2" SQ ALUM UPRIGHT

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2" SQ ALUM UPRIGHT

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2" SQ ALUM UPRIGHT

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2. GATE SHALL BE MANUALLY OPERATED. SEE SPECIFICATIONS FOR DETAILS.

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1. FOOTING WIDTH TO BE (4)X POST WIDTH. MIN DEPTH TO BE 48".

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SALLYPORT

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AutoCAD SHX Text NOTE: THE POSITIVE LIMITING BARRIER IS TO BE 5 CONTINUOUS SQUARES GROOVES (SEE DETAIL) ON 4-3/4" CENTERS WITH CROSS INTERCONNECTING GROOVES EITHER SQUARE OR "V" GROOVES EQUALLY SPACED ON MINIMUM 18" MAXIMUM 42" CENTERS. THE OUTSIDE GROOVE TO BE AT LIMIT OF HAZARD PROTECTION, (OFF EDGE OF PAD), AREA AND THE POTENTIAL SPILL AREA TO BE WITHIN THIS PROTECTION AREA. GROOVE MAT BE SCORED INTO CONCRETE. MAT GROOVES MUST BE KEPT CLEAN AT ALL TIMES.

AutoCAD SHX Text L

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SECTION

AutoCAD SHX Text 2'

AutoCAD SHX Text 19'

AutoCAD SHX Text 15'

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AutoCAD SHX Text 27'

AutoCAD SHX Text 31'

AutoCAD SHX Text C

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GROOVE DETAIL

AutoCAD SHX Text 3/4"

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SPACING @ 18"MINIMUM 48"MAXIMUM

AutoCAD SHX Text 5"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 24"

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4@4-3/4"=19" ON CENTER

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CONCRETE FUEL PAD

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ISLAND CONCRETE TO BE FLOATED TO A SMOOTH FINISH.

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CHAMFER ALL EDGES 1/2"

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PITCH(1/2":1'-0", VERT:HORIZ) AWAY FROM CENTER OF ISLAND (BOTH SIDES)

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6" DEFORMED REBAR 12"O.C., BOTH WAYS TO FORM TWO MATS, UPPER & LOWER.

AutoCAD SHX Text 5,000 psi AIR-ENTRAINED CONC. PAD-SCORED PER POSITIVE LIMITING BARRIER DETAIL.

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ALL REBAR 2" CLEAR FIN. FACE BOTTOM.

AutoCAD SHX Text 8"

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5" OFFSET "V"-GROOVE TO EDGE OF PAD.

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REBAR 3" CLEAR FIN. FACE.

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SECTION C-C1

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8" MIN. M1.03.1 PROCESSED AGGREGATE

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PREPARED SUBGRADE

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3/4" CRUSHED STONE

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12" CONCRETE FOOTING;SLOPE TOP TO DRAIN

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FINISHED GRADE

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PIPE TO BE FILLED WITH CONCRETE

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6" GALV. SCHEDULE 40PIPE PROVIDE 8" FOR ALLBOLLARDS AT APPARATUS BAY DOORS.

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ROUND TOP OF CONCRETE TO PROMOTE DRAINAGE

AutoCAD SHX Text WHERE BOLLARDS ARE INSTALLED IN CONCRETE APRONS OR PADS, PROVIDE A CAULKED EXPANSION JOINT AROUND BOLLARD.

AutoCAD SHX Text HDPE POST GUARD SLEEVE WITH REFLECTIVE TAPE. PROVIDE CORRECT SLEEVE PER PIPE DIAMETER

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60" @ TRANSFORMER ONLY

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SEALANT

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1/4" EXPANSION JOINT FILLER

AutoCAD SHX Text #5 x 18"; PLASTIC SLEEVE ONE END 18" O.C.

AutoCAD SHX Text Z:\LANDARCH\LA DRAWING STANDARDS\DETAILS-MASTERSPEC-2004\32 13 13\ex_joint.dwg

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AutoCAD SHX Text L2.01

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(SEE PLAN)

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#4 DIA REBAR 12" O.C. EACH WAY. MAINTAIN 2" MIN. CLR. FROM EDGE OF CONCRETE

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CONCRETE

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PREPARED SUBGRADE

AutoCAD SHX Text NOTE: PROVIDE SEALED EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS AND AS SPECIFIED.

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PROCESSED GRAVEL FOR SUB-BASE

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CHAIN LINK FENCE WHERE SHOWN.

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30" MIN. FOR MODEL 68

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42" MIN. FOR MODEL 68

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HOSE OR PVC TUBE ABOVE LOWEST BRANCHES

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DUCKBILL TREE GUYING SYSTEM

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VINYL COATED CABLES (ORANGE COLOR)

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TWO POSTS AT 180 DEGREES FOR EVERGREEN TREES UNDER 8' IN HEIGHT

AutoCAD SHX Text THREE POSTS AT 120 DEGREES FOR DECIDUOUS TREES UP TO 4 1/2" CAL. AND EVERGREEN TREES 8'-16' IN HEIGHT WITHIN 10' OF PEDESTRIAN WAY.

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DECIDUOUS TREES UNDER 3" CALIPER.

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DECIDUOUS TREES 3"-4 1/2" CALIPER WHEN PLANTED WITHIN 10' OF PEDESTRIAN WAYS

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EVERGREEN TREES 8'-16' IN HEIGHT WHEN PLANTED WITHIN 10' OF PEDESTRIAN WAYS.

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FOR USE WITH:

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SUPPORT ROOT BALL ON PLATFORM OF UNDISTURBED SOIL

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ROUGHEN SIDES OF PIT

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FOR USE WITH:

AutoCAD SHX Text DECIDUOUS TREES 3"-4 1/2" CALIPER WHEN PLANTED GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS.

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DECIDUOUS TREE OVER 4 1/2" CALIPER.

AutoCAD SHX Text EVERGREEN TREES 8'-16' IN HEIGHT WHEN PLANTED GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS.

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EVERGREEN TREES OVER 16' IN HEIGHT.

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ROOT BALL

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DIAMETER OF ROOT BALL

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ROUGHEN SIDES OF PIT

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UNDISTURBED OR PREPARED SUBGRADE (95%)

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DUCKBILL EARTH ANCHOR

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FINISH GRADE TOPSOIL

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3" MULCH

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3" SOIL SAUCER

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PLANTING MIXTURE

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TURNBUCKLE

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FLAG

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2 STRANDS 12 GA. TWISTED GAL. WIRE AT EACH POST

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2"X 2"X 8" (MIN.) SUPPORT POSTS (DRIVE AT ANGLE AND DRAW VERTICAL)

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TREE WRAP

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CUT BURLAP FROM TOP 1/3 OF ROOT BALL

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TRANSITION ZONE

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NOTES:

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1. SET TREE PLUMB PRIOR TO STAKING OR GUYING

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2. THIS DETAILS ILLUSTRATES THE MINIMUM REQUIRED STAKING OR GUYING SYSTEM. PROVIDE ADDITIONAL STAKES OR GUYS IF REQUIRED DUE TO FIELD CONDITIONS OR SIZE OF TREE.

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3. SET CROWN OF ROOT BALL 3" ABOVE FINISHED GRADE.

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EVERGREEN TREES UNDER 8' IN HEIGHT.

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REVISIONS

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DATE DESCRIPTION

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ISSUE DATE

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DATE DESCRIPTION

05/04/2018 ISSUED FOR BIDDING

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

NANTUCKET

MUNICIPAL

FUELING

STATION

4 FAIRGROUND ROAD

NANTUCKET, MA 02554

GARCIA GALUSKA DESOUSA

C1.01

SITE LEGEND,

NOTES, DETAILS &

PLANS

DESCRIPTION

EXISTING

NEW

SITE LEGEND

GENERAL NOTES

SITE DEMOLITION & PREPARATION PLAN

SITE UTILITY PLAN

APPROXIMATE LOCATION OF

EXISTING MAIN ELECTRIC ROOM

APPROXIMATE LOCATION OF

EXISTING MDF ROOM

ALL WIRING WITHIN OUTLINED 20' RADIUS

FROM FUEL DISPENSING EQUIPMENT SHALL

MEET ARICLE 514 OF N.E.C. 2017. SEE NOTE 18.

EXISTING ELECTRIC PULLBOX TO REMAIN.

CONCRETE PAD BY GC. MAINTAIN 25' CLEARANCE FROM

FUEL DISPENSERS.

NEMA 3R EQUIPMENT ENCLOSURE BY E.C.

REFER TO DETAIL

SEE DETAIL

E1.02

APPROXIMATE LOCATION OF

EXISTING 1-1/2" ELECTRICAL

CONDUIT AND 1" FIBER CONDUIT.

NEW 4#6 & 1#10G IN 1-1/2"C. AND

(1)1" DATA CONDUIT

APPROXIMATE LOCATION OF

EXISTING PANEL "PPB"

EXISTING ELECTRIC PULLBOX TO REMAIN.

EXISTING UNDERGROUND

EMPTY CONDUITS TO ELECTRIC

ROOM / MDF ROOM. FIELD

CONFIRM ROUTING.

SL1

SEE DETAIL TYPICAL

E1.02

2#12, 1#12G, 1"C, 24" BELOW GRADE. CONNECT

TO EXISTING LIGHTING CIRCUIT LPB-20 IN

ELECTRIC HANDHOLE #1

2#12, 1#12G, 1"C, 24" BELOW GRADE

E1.02

FOR ALL FUEL DISPENSER STATION

REQUIREMENTS FOR THIS AREA,

SEE DETAIL

E1.01

EXISTING ELECTRIC HANDHOLE #1 TO

REMAIN.

ALL WIRING WITHIN OUTLINED 20'

RADIUS FROM FUEL DISPENSING

EQUIPMENT SHALL MEET ARICLE 514 OF

N.E.C. 2017. SEE NOTE 18.

FUEL DISPENSER. PROVIDE SEAL FITTINGS

PER NEC ARTICLE 501. (TYPICAL)

2#12AWG IN 3/4"C. TO SOLENOID.

(TYPICAL PER DISPENSER)

SUBMERSIBLE FUEL PUMP

(TYPICAL OF 2)

ABOVE GROUND FUEL TANK

PROVIDE SEAL FITTINGS PER NEC

ARTICLE 501. (TYPICAL)

20/2

PROTECTIVE BOLLARDS

BY G.C., TYPICAL

FUELMASTER CONTROLLER,

PROVIDED BY OWNER, WIRED BY E.C.

NEMA 3R EQUIPMENT ENCLOSURE

BY E.C. REFER TO DETAIL

(2) 1"C. WITH CONTROL AND POWER

WIRING FOR CARD READER AND

MAGNETIC LOCKS AT (2) GATES.

E1.02

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

NANTUCKET

MUNICIPAL

FUELING

STATION

4 FAIRGROUND ROAD

NANTUCKET, MA 02554

GARCIA GALUSKA DESOUSA

E1.01

ELECTRICAL SITE

PLAN

UNFUSED DISCONNECT SWITCH HEAVY DUTY TYPE-"3R" INDICATES NEMA 3R

UNDERGROUND CABLE TV SERVICECTV

CONDUIT SLEEVE EXTENDED TO NEAREST ACCESSIBLE CEILING-

ROOMS FOR TEL/DATA - LOCATE ABOVE CEILING.

4" CONDUIT SLEEVE THRU-WAY, ACROSS CORRIDOR OR BETWEEN

GENERAL NOTES:

UNDERGROUND FIRE ALARM SERVICE

TERMINATE WITH INSULATED BUSHING.

FLEXIBLE CONNECTION TO EQUIPMENT

VARIABLE FREQUENCY DRIVE.

POLES AS RQUIRED.

EQUIPMENT CONTROL PANEL.

MISCELLANEOUS-DEVICES

DETAIL IDENTIFIER-INDICATES DETAIL #1 ON DWG. E-3.

MOTOR - NUMERAL INDICATES HORSEPOWER

MECHANICAL EQUIPMENT

NOTE SYMBOL, "1" INDICATES TO REFER TO NOTE #1

CIRCUIT SIZE NUMBER, REFER TO "CIRCUIT SIZE SCHEDULE".

SECTION IDENTIFIER- INDICATES SECTION A-A, DETAIL #2 ON DWG. E-3.

MULTIPOLE CONTACTOR IN NEMA I ENCLOSURE-RATINGS AND NUMBER OF

E-3

VFD

NOT SHOWN IN COUNT BUT SHALL BE PROVIDED.

NORMAL/EMERGENCY WIRING - MIN. 2#10 AWG + #10 AWG GROUND. RUN IN

NO. #12 AWG CONDUCTORS. ABSENCE OF DIAGONAL LINES INDICATES 2

FIRE ALARM WIRING - "4F" INDICATES 4 #14 THHN SOLID IN

#12 AWG+#12AWG GROUND UNLESS NOTED OTHERWISE. GROUND WIRE IS

HOMERUN TO PANEL - NO. OF ARROWS INDICATES NO. OF

20 AMP/1 POLE CIRCUITS TO PANEL - UNLESS NOTED

EMERGENCY ONLY WIRING-MINIMUM 2#10 AWG IN SEPARATE RACEWAY.

WIRING AND RACEWAY - NO. OF DIAGONAL LINES INDICATES

UNDERGROUND SECONDARY ELECTRIC SERVICE

OTHERWISE.

3/4" MIN. SIZE CONDUIT.

SEPARATE RACEWAY.

UNDERGROUND PRIMARY ELECTRIC SERVICE

WIRE AND RACEWAYS

UNDERGROUND TELEPHONE SERVICE

120/208 VOLT, 3 PHASE, 4 WIRE PANELBOARD.

IN NEMA 4 ENCLOSURE W/KEY LOCK.

FOR WET LOCATION WITH GFI TYPE RECEPTACLE INSTALLED

20AMP, 120 VOLT DOUBLE DUPLEX RECEPTACLE.

20AMP, 120 VOLT SINGLE RECEPTACLE

20 AMP, 120 VOLT DUPLEX RECEPTACLE; "2" INDICATES CIRCUIT NUMBER.

COMBINATION FUSED DISCONNECT AND MOTOR STARTER

MAGNETIC MOTOR STARTER, "RV" INDICATES REDUCED VOLTAGE.

JUNCTION BOX - SIZE AS REQUIRED.

POWER

"H" = HORIZONTALLY MOUNTED.

"GFI" = GROUND FAULT INTERRUPTER TYPE.

"WP" = WEATHERPROOF RECEPTACLE WITH "NRTL" LISTED COVERPLATE

HORSEPOWER RATED THERMAL SWITCH WITH PILOT LIGHT

FUSED DISCONNECT SWITCH HEAVY DUTY TYPE-"3R" INDICATES NEMA 3R

INDICATES TIME DELAY FUSE SIZE.

INDICATES SAFETY SWITCH SIZE

"a" = SWITCHED OUTLET, "a" - INDICATES SWITCH CONTROL.

TYPICAL OUTLET NOTATIONS

RECEPTACLES

"GFC" = GROUND FAULT INTERRUPTER TYPE MOUNTED AT 42" AFF.

SYMBOL LIST

LEGEND NOTES:

(typically mtd. at 18" a.f.f., uno)

CEILINGCLG

INTERMEDIATE METALLIC CONDUIT

FIRE PROTECTION SYSTEM SUBCONTRACTOR

IMC

KCMIL

GFI

EMT

G,GND

F&I

FPC

DWG

GENERAL CONTRACTOR

ISOLATED GROUND

HORSEPOWER

THOUSAND CIRCULAR MILS

JUNCTION BOX

GROUND FAULT INTERRUPTER

FURNISHED AND INSTALLED

ELECTRICAL SUBCONTRACTOR

ELECTRIC METALLIC TUBING

GROUND

COPPER

DEEP

DRAWING

CENTERLINE

RIGID GALVANIZED STEEL CODUIT

PLUMBING SUBCONTRACTOR

POLY-VINYL CHLORIDE CONDUIT

POWER

PHASE

PULL BOX

TRANSFORMER

WEATHERPROOF

EXPLOSION PROOF

ABOVE FINISHED FLOOR OR GRADE

MOUNT 72 INCHES TO CENTERLINE

SWITCHBOARD

UNLESS NOTED OTHERWISE

WIRE GUARD

TYPICAL

SOLID NEUTRAL

@72"

XFMR

RGS

UNO

TYP

SWBD

PH,Ø

PWR

PVC

ABBREVIATIONS

RACEWAY. PROVIDE AS SPECIFIED)

BFG

CKT

AWG

ARCH

AIC

AFF

AFG

BELOW FINISHED GRADE

INTERRUPTING CAPACITY

AMERICAN WIRE GAUGE

CIRCUIT BREAKER

CONDUIT (GENERIC TERM FOR

CIRCUIT

ARCHITECT

AMP TRIP

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

AMP, FRAME

ALUMINUM

AMPERE

MAIN LUGS ONLY

NOT IN CONTRACT

NOT TO SCALE

NUMBER

MOUNTED

MOUNTING

MOUNTING HEIGHT

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILS

MAIN DISTRIBUTION PANEL

LIGHTING

KILO-VOLT AMPERE

KILO-WATT

MCC

MTG

NIC

NTS

NO,#

MLO

MDP

MTD

MCM

LTG

MCB

KVA

PULL BOX

SCALE: 1"=20'-0"

MAGNETIC LOCK FURNISHED BY OTHERS INSTALLED AND WIRED BY E.C.

SPD

SURGE ARRESTOR SEE SPECS FOR REQUIREMENTS

A. THIS SHEET IS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS AND SHALL BE USED AS A DICTIONARY TO DEFINE ITEMS INDICATED ON DRAWINGS. NOT ALL SYMBOLS OR

ABBREVIATIONS ARE NECESSARILY USED ON THIS PROJECT. ALL EQUIPMENT IS TO BE PROVIDED UNDER THIS SECTION UNLESS SPECIFICALLY INDICATED OTHERWISE.

SWITCHES

SINGLE POLE SWITCH-"a" DESIGNATES SWITCH CONTROL

(LOWER CASE).

S a

LIGHTING FIXTURE, CEILING MOUNTED SURFACE OR RECESSED.

LIGHTING FIXTURES

1. THE SCOPE OF WORK SHALL INCLUDE PROVIDING ALL WORK INDICATED, AND

COORDINATION WITH ALL TRADES. SCOPE OF WORK IS INDICATED ON THE

CONTRACT DOCUMENTS INCLUDING THE DRAWINGS AND THE

SPECIFICATIONS, WHICH ARE COMPLIMENTARY. WORK INDICATED IN ANY

CONTRACT DOCUMENT SHALL BE CONSIDERED PART OF THE SCOPE OF

WORK. IN GENERAL, WORK REQUIREMENTS ARE NOT INDICATED IN BOTH

DOCUMENTS . WHERE DOCUMENTS CONFLICT WITHIN THEMSELVES OR WITH

CODES AND REGULATIONS, PROVIDE THE HIGHER QUANTITY AND QUALITY

AND FOLLOW THE STRICTER REQUIREMENTS.

2. COORDINATE WITH THE GENERAL CONTRACTOR, OTHER TRADES AND OF

MANUFACTURERS EQUIPMENT AND MAKE ALL FINAL CONNECTIONS AS

REQUIRED, I.E., POWER, CONTROL, INTERLOCK, ETC.

3. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH OSHA, NFPA STANDARDS,

STATE CODES, THE ELECTRICAL CODE AND THE LOCAL GOVERNING

AUTHORITIES. THE DRAWINGS AND SPECIFICATIONS DO NOT ATTEMPT TO

INDICATE ALL WORK REQUIRED BY CODES AND AUTHORITIES.

4. TEST ALL EQUIPMENT AND SYSTEMS INSTALLED TO CERTIFY COMPLIANCE

WITH DRAWINGS, SPECIFICATIONS, CODES, LOCAL AUTHORITIES AND

REGULATIONS. INCLUDE LABOR AND COSTS FOR TESTING, REVIEWS,

APPROVALS AND CERTIFICATIONS.

5. DRAWINGS ARE DIAGRAMMATIC ONLY. EXACT LOCATION, MOUNTING HEIGHTS

OF EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE COORDINATED WITH

THE EQUIPMENT REQUIREMENTS AND FIELD CONDITIONS.

6. FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE

THE ELECTRICAL WORK COMPLETE AND READY FOR OPERATION.

7. ALL MOUNTING HEIGHTS ARE TO CENTERLINE UNLESS OTHERWISE INDICATED.

8. IF EXACT MOUNTING OR RACEWAY ROUTINGS ARE NOT INDICATED (LOCATION

OR HEIGHT) REQUEST CLARIFICATION PRIOR TO ROUGHING, OR

INSTALLATION.

9. PROVIDE ELECTRICAL OUTLET PLATE GASKET SEALS AT RECEPTACLES,

SWITCHES AND OTHER ELECTRICAL BOXES ON EXTERIOR WALLS AND

INTERIOR WALLS BETWEEN CONDITIONED AND NON-CONDITIONED SPACES.

10. WIRE AND CONDUIT SIZES INDICATED ON HOMERUNS SHALL BE CONTINUOUS

THROUGHOUT CIRCUIT.

11. FURNISH AND INSTALL CODE REQUIRED DISCONNECTS WHICH ARE NOT

FURNISHED OTHER TRADE CONTRACTORS.

12. INSTALL A GREEN GROUNDING CONDUCTOR WITHIN EACH RACEWAY SIZED IN

ACCORDANCE WITH THE ELECTRIC CODE.

13. PROVIDE WATERTIGHT AND GAS TIGHT SEALS INSIDE AND OUTSIDE OF

CONDUITS THAT PENETRATE THE BUILDING BELOW GRADE, O.Z. GEDNEY OR

APPROVED EQUAL. PROVIDE WEATHER TIGHT SEAL AT PENETRATIONS ABOVE

GRADE.

14. PROVIDE NRTL LISTED SMOKE AND FIRE SEALS AT ALL PENETRATIONS

THROUGH FLOORS OR FULL HEIGHT (SLAB TO SLAB) WALLS.

15. USE CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND/OR HARM TO

PERSONNEL WORKING IN THESE AREAS.

16. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER MINIMUM #12 AWG.

SIZE UNLESS OTHERWISE INDICATED.

17. PROVIDE A PULL LINE IN EVERY EMPTY CONDUIT PROVIDED UNDER THIS

SECTION .

18. FUELING STATION IS CLASSIFIED AS A HAZARDOUS AREA. MAINTAIN 20' RADIUS

MINIMUM CLEARANCE ALL AROUND DISPENSING FUEL PUMPS. PROVIDE SEAL

FITTINGS AT BOTH ENDS FOR ALL CONDUITS ENTERING THE CLASSIFIED

CLASS 1, DIV. 2 ZONE.

19. CONTRACTOR SHALL COORDINATE ALL CONDUITS BEING RUN THROUGH

CONCRETE SLAB WITH E.C.

20. ALL UNDERGROUND CONDUITS SHALL BE MINIMUM 24" BELOW FINISHED

GRADE UNLESS NOTED OTHERWISE. G.C. TO PROVIDE CONCRETE

ENCASEMENT FOR ALL CONDUITS SUBJECT TO VEHICULAR TRAFFIC AREAS.

LIGHTING FIXTURE SCHEDULE NOTES ( )

LIGHT SOURCE

DESCRIPTIONMTG.MANUFACTURER MODEL / SERIESTYPE

LIGHTING FIXTURE SCHEDULE

VOLTAGE

LUMENS WATTS TYPE

SCHEDULE

NOTES

1 4 5 6 7

EQUAL MFG.

SL1 VISIONAIRE LIGHTING POLE 277 LED/5000K10000 136

2 3

LED POLE MOUNTED LIGHT AND POLE TO MATCH EXISTING.

COORDINATE FINISH AND POLE HEIGHT WITH EXISTING POLES.

ARI-1-L-T3-84-5-5K-UNV-AM-BK-RFP-

RTAP-4R-.188-15-9BC-343-S1-BK

1. LIGHTING FIXTURE PACKAGE SUBMITTALS SHALL BE FULLY COORDINATED BETWEEN THE ELECTRICAL

CONTRACTOR, LIGHTING FIXTURE REPRESENTATIVE(S), AND LIGHTING MANUFACTURERS TO ENSURE ALL

PRODUCT, INSTALLATION, AND CONTROL REQUIREMENTS ARE MET PRIOR TO SUBMISSION FOR REVIEW. IT IS

THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROVIDE A PACKAGE MEETING ALL REQUIREMENTS OF

THE PROJECT FOR A COMPLETE AND FULLY FUNCTIONAL LIGHTING SYSTEM.

2. SITE LIGHTING HAS BEEN SPECIFIED WITH THE FOLLOWING BACKLIGHT, UPLIGHT, AND GLARE RATINGS AS

DEFINED BY IES TM-15-07:

SL1 = B1/U0/G1

3. SITE LIGHTING POLES SHALL BE PROVIDED TO MATCH EXISTING SITE LIGHTING POLES.

4. UNLESS OTHER NOTED, PROVIDE ALL FIXTURES WITH 0-10V DIMMING BALLAST, DRIVER, TRANSFORMER, OR

LIGHT ENGINE REQUIRED FOR LAMP OR LED SOURCE SPECIFIED.

5. PROVIDE LED SOURCES WITH A MAXIMUM COLOR VARIATION OF 3-STEP MCADAM ELLIPSE. PROVIDE

STATEMENT OF COMPLIANCE WITH SUBMITTALS.

6. PROVIDE FIXTURES WITH A MINIMUM WARRANTY COVERAGE OF 5 YEARS ON ALL PARTS. MANUFACTURER

SHALL PROVIDE WRITTEN WARRANTY TO PROVIDE REPLACEMENT PARTS, INCLUDING BUT NOT LIMITED TO, LED SOURCE MODULE AND DRIVER FOR A MINIMUM OF TEN YEARS. PARTS SHALL BE FULLY COMPATIBLE WITH

FIXTURE TO PROVIDE SAME LIGHT OUTPUT, DISTRIBUTION, COLOR, AND COLOR RENDERING AT OR BELOW

THE ORIGINAL WATTAGE. PROVIDE STATEMENT OF COMPLIANCE WITH SUBMITTALS.

7. PROVIDE DRIVERS (INTEGRAL OR REMOTE) WITH END OF LIFE WARNING / SHUTDOWN FEATURE WHEN

OUTPUT REACHES 70%%% OF RATED OUTPUT. PROVIDE STATEMENT OF COMPLIANCE WITH SUBMITTALS.

8. PROVIDE FIXTURES WITH PROJECT SPECIFIC LABELS CLEARLY INDICATING THE FIXTURE TYPE, SERVICE

CONTACT INFORMATION, AND REPLACEMENT PARTS (INCLUDING BUT NOT LIMITED TO SOURCE, DRIVER, AND

LENS). MANUFACTURER STANDARD OFFERING OF QR CODE OR BAR CODE CONTAINING REQUIRED

INFORMATION WILL BE ACCEPTABLE. PROVIDE STATEMENT OF COMPLIANCE WITH SUBMITTALS.

9. PROVIDE FIXTURES FROM MANUFACTURERS WITH A DOCUMENTED HISTORY OF SUPPLYING PRODUCTS

SPECIFIED FOR A MINIMUM OF 5 YEARS. PROVIDE STATEMENT OF COMPLIANCE WITH SUBMITTALS.

LIGHTING GENERAL NOTES

1. MANUFACTURERS AND CATALOG NUMBERS IDENTIFIED IN THE "LIGHTING FIXTURE SCHEDULE" SHALL

SERVE TO ESTABLISH THE BASIS OF DESIGN FOR EACH LIGHTING FIXTURE TYPE. PRODUCTS OF EQUAL

APPEARANCE, CONSTRUCTION, PERFORMANCE, AND WARRANTY COVERAGE FROM MANUFACTURERS

OTHER THAN THOSE IDENTIFIED MAY BE PROPOSED FOR USE ON THIS PROJECT, SUBJECT TO REVIEW AND

APPROVAL BY THE ARCHITECT AND ENGINEER. THE "FIXTURE MANUFACTURER OPTIONS (OR EQUAL)"

LISTING IS PROVIDED FOR GUIDANCE IN IDENTIFYING MANUFACTURERS CAPABLE OF PROVIDING EQUAL

PRODUCTS, BUT IN NO WAY LIMITS MANUFACTURERS OR PRODUCTS THAT MAY BE PROPOSED AS EQUALS

FOR THE PROJECT.

2. "LIGHTING FIXTURE SCHEDULE" REMARKS, "LIGHTING FIXTURE SCHEDULE NOTES", "LIGHTING GENERAL

NOTES", AND NOTATIONS ELSEWHERE MAY INDICATE FEATURES AND ACCESSORIES THAT ARE NOT

INDICATED IN THE CATALOG NUMBER BUT ARE REQUIRED FOR THE PROJECT. PRODUCTS OTHER THAN

THOSE SPECIFIED SUBMITTED SHALL BE DOCUMENTED FOR CONFORMANCE IN PERFORMANCE,

CONSTRUCTION, AND APPEARANCE WITH THE CRITERIA ESTABLISHED BY THE SPECIFIED PRODUCT.

3. FURNISH ALL LIGHTING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO MEET THE JOB

REQUIREMENTS. VERIFY ROOM SURFACE CONSTRUCTION AND FINISHES PRIOR TO ORDERING FIXTURES

TO ENSURE PROPER MOUNTING PROVISIONS AND FIXTURE FITTINGS. REFER TO LATEST ARCHITECTURAL

DRAWINGS.

4. VERIFY ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS WITH LATEST ARCHITECTURAL DRAWINGS.

EXACT LOCATION OF FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO START OF

ROUGHING.

5. LED ARRAYS, MODULES, AND LIGHT ENGINES SHALL HAVE KELVIN COLOR TEMPERATURE AS SCHEDULED

HAVING A MINIMUM COLOR RENDERING INDEX (CRI) OF 82 AND A MINIMUM L70 LIFETIME RATING OF 50,OOO

HOURS AT 25°C AMBIENT. LED DRIVERS SHALL HAVE 0-10V DIMMING CONTROL WITH FULLY ISOLATED

CONTROL INPUTS AND MINIMUM POWER LEVEL OF 10%. LED FIXTURES WITH ARRAY / MODULE AND DRIVER

PACKAGES OR LIGHT ENGINES SHALL HAVE PUBLISHED IESNA LM-79 AND LM-80 TESTING DATA AS A

STANDARD MANUFACTURED OFFERING. INDIVIDUAL COMPONENT TESTING DATA WILL NOT BE ACCEPTED.

ALL FIXTURES SHALL BE "DESIGN LIGHTS CONSORTIUM" (DLC) OR "ENERGYSTAR" LISTED, OR FURNISHED

WITH DATA INDICATING CONFORMANCE WITH LATEST APPLICABLE LISTING CRITERIA.

6. PROVIDE TYPE AND QUANTITY OF DRIVERS AND TRANSFORMERS AS REQUIRED TO PROVIDE CONTROL

METHOD INDICATIONS ON THE PLANS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SWITCHING

SUBSCRIPTS, NOTES, SCHEDULE REMARKS / DESCRIPTIONS, AND DETAILS. QUANTITY OF DRIVERS AND

TRANSFORMERS SHALL BE THE MINIMUM REQUIRED TO PROVIDE CONTROL INDICATED TO MAINTAIN THE

LOWEST CONNECTED LOAD OF LIGHTING SYSTEM POSSIBLE. TANDEM WIRING OF FIXTURES SHALL BE

PROVIDED WHERE NECESSARY AND WITHIN THE WIRING DISTANCE RESTRICTIONS OF THE

MANUFACTURER'S INSTALLATION REQUIREMENTS.

7. ALL LAMPS, LED SOURCES, DRIVERS, AND CONTROLS SHALL MEET THE LATEST UTILITY COMPANY

INCENTIVE REQUIREMENTS. REFER TO THE LATEST PROGRAM REQUIREMENTS DOCUMENTATION AND

COORDINATE WITH THE UTILITY COMPANY TO ENSURE COMPLIANCE.

8 9

SCALE: 1"=20'-0"

CARD READER BY OWNERS SECURITY VENDOR. E.C. TO PROVIDE BACK BOX AND CONDUIT

PROVISIONS

ELECTRIC HANDHOLE

EHH

ELECTRICAL DRAWING NOTE:

ELECTRICAL DRAWINGS ARE ISSUED FOR REFERENCE ONLY. CONTRACTOR WILL OWN

EXCAVATION AND BACKFILL OF ALL ELECTRICAL CONDUIT AND LIGHTING POLE BASES IN

THIS CONTRACT. ELECTRICAL WORK WILL BE DONE BY E.C.

AutoCAD SHX Text S

AutoCAD SHX Text 235.81'

AutoCAD SHX Text 192.07'

AutoCAD SHX Text 292.44'

AutoCAD SHX Text 134.66'

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AutoCAD SHX Text 56.7'%%P

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SMH

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RIM=32.61

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INV.=27.27

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SMH

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RIM=33.22

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INV.=27.84

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SMH

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RIM=33.62

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%%ULOT 78

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MUNICIPAL LOT

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A=6.03 ACRES

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2 STY. STRUCTURE

AutoCAD SHX Text 16,129 S.F.%%P

AutoCAD SHX Text 1st. FLOOR ELEV.=34.10

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MAIN RIDGE ELEV.=76.00

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ASPHALT

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PARKING

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LOT

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ASPHALT ISLE

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ASPHALT

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ASPHALT SIDEWALK

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LAWN

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LAWN

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LIMIT OF DISTURBANCE

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SMH

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RIM=32.61

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INV.=27.26

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SMH

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RIM=33.22

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INV.=27.83

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SMH

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RIM=33.60

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INV.=28.33

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RIM=33.31

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SMH

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RIM=33.62

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BIKE RACK

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FUEL TANK

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GATE

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START

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CURB

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END

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CURB

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GRAN.

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CONCRETE WALK

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BIKE

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RACK

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GATE

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ELECTRIC

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TRANSFORMER

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6" PVC

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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4" IRRIGATION SLEEVE

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4" IRRIGATION

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SLEEVE

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4" IRRIGATION

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SLEEVE

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4" IRRIGATION

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SLEEVE

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PROPANE TANK

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IN-GROUND

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FIRE

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2" STUB

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FOR FUTURE

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DOMESTIC

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PUBLIC SAFETY LOT - LOT 77

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MUNICIPAL LOT - LOT 78

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PUBLIC SAFETY LOT - LOT 77

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MUNICIPAL LOT - LOT 78

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INV.=27.82

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INV.=27.25

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6" PVC S=0.009'/FT

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6" PVC

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6" PVC

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S=0.010'/FT

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S=0.018'/FT

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2" ELECTRICAL CONDUIT

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TB BASE

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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SCALE:

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DRAWN BY:

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PROJECT NO.:

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DRAWING NO.:

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DATE:

AutoCAD SHX Text c COPYRIGHT KAESTLE BOOS ASSOC., INC.

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AutoCAD SHX Text 17025.00

AutoCAD SHX Text 05/04/2018

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REVISIONS

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DATE DESCRIPTION

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ISSUE DATE

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DATE DESCRIPTION

AutoCAD SHX Text 370 Faunce Corner Road, Dartmouth, MA

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CONSULTING ENGINEERS

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INC.

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FAX 508

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AutoCAD SHX Text MAIL info@g

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SCALE: AS NOTED

AutoCAD SHX Text 05/04/2018

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ISSUED FOR BIDDING

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GGD

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( IN FEET )

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GRAPHIC SCALE

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ELECTRICAL SITE PLAN

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FUEL STATION DETAIL

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AS NOTED

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

NANTUCKET

MUNICIPAL

FUELING

STATION

4 FAIRGROUND ROAD

NANTUCKET, MA 02554

GARCIA GALUSKA DESOUSA

E1.02

ELECTRICAL

DETAILS AND

SCHEDULE

PANEL-

BOARD

EXPLOSION PROOF

UNION, TYPICAL.

SEAL,

TYPICAL

1. DETAIL IS FOR DIAGRAMMATIC PURPOSES ONLY AND DOES NOT SHOW ALL FUEL

DISPENSERS OR CONDUIT. COORDINATE ALL CONDUITS IN THE FIELD.

NOTES:

SWING GATE OPERATOR

1"C TO ACCESS CONTROLLER VIA

1"C TO EXIT & ENTRANCE DETECTION LOOP.

2#10AWG&#10G, 1"C

PPF-11,13,15

PULL BOX TO EQUIPMENT ENCLOSURE

E1.02

SCALE: N.T.S.

CARD READER

20/3

DOOR OPERATOR GATE DETAIL

REFER TO SUBMITTED OPERATOR INSTALLATION MANUAL FOR EXACT WIRING

REQUIREMENTS.

NOTE:

1"C

PEDESTAL

BY E.C.

E1.02

SCALE: N.T.S.

FUEL DISPENSOR DETAIL

POLES

TOTAL

6060S

NEMA 3R ENCLOSURE

PPF

120/208V, 3Ø, 4W, 10 KAIC

NO.

PANEL

MAIN

AMPS

MTG

BUS

LOCATION

20 3015 20 30 15

BRANCH CKT BREAKER (AMPS)

1 POLE

OTHERS

4#6 & 1#10G - 1-1/2"C

15 2

2 POLE

SCALE: NTS

POWER RISER DIAGRAM

E1.02

20/1

PPF-12

FOR HEATER

1"C ACROSS TO LATCH POST FOR PHOTOEYE

NEW NEMA 3R

ENCLOSURE

PB PB

EXISTING PANEL 'PPB'

4#6 & 1#10G

IN EXISTING

1-1/2"C

#1 #2

EXISTING PULL BOX

PANEL PPF

(SEC 1)

PROVIDE NEMA 3R

ENCLOSURE SEE DETAIL:

(POWER COMPARTMENT)

SPD

E1.02

INTEGRAL SPD

NEMA 3R EQUIPMENT ENCLOSURE DETAIL

SCALE: NOT TO SCALE

ENCLOSURE NOTES:

4" ALL AROUND, TYP.

8" HIGH CONCRETE PAD BY G.C.

PPF-8

PPF-7

GFI

"J" INDICATES LIGHT FIXTURE EQUAL TO

LITHONIA CAT# OLVTCM, VAPOR-PROOF LED

120V

PANEL "PPF"

UNISTRUT (TYP.)

GFI

PPF-14

EXHAUST FAN & T.STAT INTEGRAL TO

ENCLOSURE

1. PROVIDE PAD MOUNTED NEMA 3R CABINET TO HOUSE

ELECTRICAL EQUIPMENT, EQUAL TO APX TECHNOLOGIES

CAT# TCQD727248-1-400-000083 WITH EXHAUST FAN, HEATER

& T-STAT. PROVIDE DOORS WITHOUT CENTER POST.

2. CONFIRM CLEARANCES OF ELECTRICAL EQUIPMENT

WITHIN ENCLOSURE PRIOR TO INSTALLATION.

NEMA 3R ENCLOSURE SEE

ENCLOSURE NOTE 1.

INCOMING FIBER CONDUIT

E1.02

60/3

EMPTY RACEWAYS (277V & 0-10V)

STUBBED 48" FROM POLE BASE WHERE

SHOWN ON SITE PLAN.

CORNERS AND #3 TIES

REBAR CAGE, #6 ROD AT

AT 12" O.C.

CONDUIT -U.N.O. ON SITE PLAN.

BRANCH CIRCUIT RACEWAY, 1" RIGID METAL STEEL

FINISHED GRADE

POLE WITH FINISH TO MATCH FIXTURE

BASE COVER

ANCHOR BOLTS QUANTITY, SIZE AND

BOLT CIRCLE DIAMETER AS REQUIRED

BY MANUFACTURER.

3/4" CHAMFER

PRECAST CONCRETE BASE TO BE

SAME SHAPE AS POLE, IE: ROUND

POLE - ROUND BASE, SQUARE POLE

- SQUARE BASE. BASE TO BE 2"

LARGER THAN POLE BASE IN EACH

DIMENSION, 18" MINIMUM.

SCALE: N.T.S.

E1.02

TYPE SL1 POLE BASE DETAIL

PROVIDE SEAL FITTINGS ON ALL CONDUITS

HANDHOLE WITH WITH TAMPER PROOF

BOLTS (GROUNDING LUG BEHIND)

FUEL MASTER

CONTROLLER

FOR NETWORK EQUIPMENT

PPF-17

PPF-9

ACCESS CONTROL AND NETWORK EQUIPMENT

BY OWNER'S SECURITY VENDOR

3 POLE

1 -

FOR MAGNETIC LOCKS

ELECTRICAL DRAWING NOTE:

ELECTRICAL DRAWINGS ARE ISSUED FOR REFERENCE ONLY. CONTRACTOR WILL OWN

EXCAVATION AND BACKFILL OF ALL ELECTRICAL CONDUIT AND LIGHTING POLE BASES IN

THIS CONTRACT. ELECTRICAL WORK WILL BE DONE BY E.C.

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SCALE:

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DRAWN BY:

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PROJECT NO.:

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DRAWING NO.:

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DATE:

AutoCAD SHX Text c COPYRIGHT KAESTLE BOOS ASSOC., INC.

AutoCAD SHX Text

AutoCAD SHX Text 17025.00

AutoCAD SHX Text 12/20/2017

AutoCAD SHX Text 17025.00

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REVISIONS

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DATE DESCRIPTION

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ISSUE DATE

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DATE DESCRIPTION

AutoCAD SHX Text 370 Faunce Corner Road, Dartmouth, MA

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CONSULTING ENGINEERS

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INC.

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FAX 508

AutoCAD SHX Text d.com

AutoCAD SHX Text g

AutoCAD SHX Text MAIL info@g

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AutoCAD SHX Text 02747

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SCALE: AS NOTED

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GGD

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PANEL SCHEDULE

AutoCAD SHX Text 6'-0"

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05/04/2018 ISSUED FOR BIDDING

AS NOTED

File details come from the government source that posted it. Updated Aug 1, 2024.