VIA WEBSITE POSTING

February 14, 2018

Contract No. T201753109.02Federal Aid Project No. DE-2017-001Lewes Park & Ride and Maintenance Facility-Phase 2Sussex County

Ladies and Gentlemen:

Enclosed is Addendum No. 1 for the referenced contract consisting of the following:

1. The Bid Proposal Cover, revised, to be substituted for the same page in the Proposal.

2. Seven (7) pages, Appendix-A, Section 231126 - Facility Liquefied-Petroleum Gas Dispensing System, revised, to be substituted for the same pages in the Proposal.

3. The following Plan Sheets have been revised and replaced: 5, 6, 110,169, 170 and 172.

Plan Sheets 5&6: The bus exit will consist of asphalt not concrete Plan Sheet 110: Vehicle Lifts have been removed Plan Sheet 169: Removal of three (3) cameras Plan Sheet 170: Adding six (6) cameras Plan Sheet 172: Removing the hard wiring (data) to the vending machines and adding card readers

to four (4) doors.

Please note the revisions listed above and submit your bid based upon this information.

Sincerely,

~signature on file~

Robert A. Kovacs Competitively Bid Contracts Coordinator Delaware Department of Transportation

STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL

for

CONTRACT T201753109.02 FEDERAL AID PROJECT NO. DE-2017-001

CFDA NO. 20.509 & 20.526

Lewes Park & Ride and Maintenance Facility-Phase 2RE-ADVERTISEMENT

This Contract Was Previously Advertised & Not Awarded

Sussex County

ADVERTISEMENT DATE: February 9, 2018

PROSPECTIVE BIDDERS ARE ADVISED THAT THERE WILL BE A MANDATORY PRE-BID MEETINGWEDNESDAY FEBRUARY 21, 2018 AT 2:00 P.M. IN THE DelDOT ADMINISTRATION BUILDING,

800 BAY ROAD, DOVER, DELAWARE, 19903.

COMPLETION TIME: 383 Calendar Days

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONDELAWARE DEPARTMENT OF TRANSPORTATION

AUGUST 2016

Bids will be received in the Bidder's Room at the Delaware Department of Transportation's Administration Building, 800 Bay Road, Dover, Delaware prior to 2:00 P.M. local time March 9, 2018

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 1

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. LPG auto-gas dispensing system. 2. Pipes, tubes, and fittings. 3. Piping specialties. 4. Piping and tubing joining materials. 5. Valves. 6. Storage containers.

1.2 DEFINITIONS

A. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions.

B. LPG: Liquefied-petroleum gas.

1.3 PERFORMANCE REQUIREMENTS

A. Minimum Operating-Pressure Ratings:

1. For Piping Containing Only Vapor (Schedule 80 Carbon Steel):

a. Piping and Valves: 125 250 psig unless otherwise indicated.

2. For Piping Containing Liquid (Schedule 80 Carbon Steel):

a. Piping between Shutoff Valves: 350 psig unless otherwise indicated.

b. Piping Other Than Above: 250 psig unless otherwise indicated. c. Valves and Fittings: 250 psig unless otherwise indicated.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of the following:

1. Piping specialties. 2. Valves. Include pressure rating, capacity, settings, and electrical

connection data of selected models. 3. Pressure regulators. Indicate pressure ratings and capacities. 4. Dielectric fittings.

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 2

5. Storage containers. 6. Dispenser with all associated components, nozzle, hose, valve. 7. Pump and all associated components. 8. Mass Flow meters. 9. Skid package dispensing components for complete auto dispensing

system.

B. Shop Drawings: For LPG auto-gas dispensing system piping layout. Include plans with piping layout and details for fabrication of skid mounted factory installed components including storage tanks, piping, pump, pump controller, dispenser, and valves. Show interconnecting piping between tanks, pump and dispenser and interconnecting wiring.

1. Shop Drawing Scale: 1/8 inch per foot.

C. Delegated-Design Submittal: For LPG piping and equipment indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Contractor shall provide (size and quantity as indicated on drawings) aboveground steel LPG propane tank constructed in compliance with ASME Boiler and Pressure Vessel Code and NFPA 58. Contractor to provide manufacturer’s standard anchoring components, for LPG dispensing system that is to be mounted on factory installed skid package.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified professional engineer.

B. Welding certificates.

C. Field quality-control reports.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For LPG equipment and accessories to include in emergency, operation, and maintenance manuals.

1.7 QUALITY ASSURANCE

A. Steel Support Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."

B. Pipe Welding Qualifications: Qualify procedures and operators according to ASME Boiler and Pressure Vessel Code.

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 3

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Handling Flammable Liquids: Remove and dispose of liquids from existing LPG piping according to requirements of authorities having jurisdiction.

B. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

1.9 COORDINATION

A. Coordinate sizes and locations of concrete bases with actual equipment provided.

PART 2 - PRODUCTS

2.1 PIPES, TUBES, AND FITTINGS

A. Steel Pipe: ASTM A 53/A 53M, black steel, Schedule 80, Type E or S, Grade B.

1. Malleable-Iron Threaded Fittings: ASME B16.3, Class 150 300, standard pattern.

2. Wrought-Steel Welding Fittings: ASTM A 234/A 234M for butt welding and socket welding.

3. Unions: ASME B16.39, Class 150 300, malleable iron with brass-to-iron seat, ground joint, and threaded ends.

4. Forged-Steel Flanges and Flanged Fittings: ASME B16.5, minimum Class 150 300, including bolts, nuts, and gaskets of the following material group, end connections, and facings:

a. Material Group: 1.1. b. End Connections: Threaded or butt welding to match pipe. c. Lapped Face: Not permitted underground. d. Gasket Materials: ASME B16.20, metallic, flat, asbestos free,

aluminum o-rings, and spiral-wound metal gaskets. e. Bolts and Nuts: ASME B18.2.1, carbon steel aboveground, and

stainless steel underground.

5. Mechanical Couplings:

a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1) Dresser Piping Specialties; Division of Dresser, Inc.

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 4

2) Smith-Blair, Inc.

b. Steel flanges and tube with epoxy finish. c. Buna-nitrile seals. d. Steel bolts, washers, and nuts. e. Steel body couplings installed underground on plastic pipe shall be

factory equipped with anode.

2.2 PIPING SPECIALTIES

A. Flexible Piping Joints:

1. Approved for LPG service. 2. Stainless-steel bellows with woven, flexible, bronze, wire-reinforcing

protective jacket. 3. Minimum working pressure of 250 psig and 250 deg F operating

temperature. 4. Flanged- or threaded-end connections to match equipment connected and

shall be capable of minimum 3/4-inch misalignment. 5. Maximum 36-inch length for liquid LPG lines.

B. Y-Pattern Strainers:

1. Body: ASTM A 126, Class B, cast iron with bolted cover and bottom drain connection.

2. End Connections: Threaded ends for NPS 2 and smaller; flanged ends for NPS 2-1/2 and larger.

3. Strainer Screen: 40-mesh startup strainer and perforated stainless-steel basket with 50 percent free area.

4. CWP Rating: 125 250 psig.

C. Weatherproof Vent Cap: Cast- or malleable-iron increaser fitting with corrosion-resistant wire screen, with free area at least equal to cross-sectional area of connecting pipe and threaded-end connection.

2.3 JOINING MATERIALS

A. Joint Compound and Tape: Suitable for LPG.

B. Welding Filler Metals: Comply with AWS D10.12/D10.12M for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

2.4 MANUAL GAS SHUTOFF VALVES

A. See "Aboveground Manual Gas Shutoff Valve Schedule" Articles for where each valve type is applied in various services.

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 5

B. General Requirements for Metallic Valves, NPS 2 and Smaller for Vapor Service: Comply with ASME B16.33.

1. CWP Rating: 125 250 psig. 2. Threaded Ends: Comply with ASME B1.20.1. 3. Dryseal Threads on Flare Ends: Comply with ASME B1.20.3. 4. Tamperproof Feature: Locking feature for valves indicated in

"Underground Manual Gas Shutoff Valve Schedule" and "Aboveground Manual Gas Shutoff Valve Schedule" Articles.

5. Listing: Listed and labeled by an NRTL acceptable to authorities having jurisdiction for valves 1 inch and smaller.

6. Service Mark: Valves 1-1/4 inch to NPS 2 shall have initials "WOG" permanently marked on valve body.

C. General Requirements for Metallic Valves, NPS 2-1/2 and Larger: Comply with ASME B16.38.

1. CWP Rating: 125 250 psig. 2. Flanged Ends: Comply with ASME B16.5 for steel flanges. 3. Tamperproof Feature: Locking feature for valves indicated in

"Underground Manual Gas Shutoff Valve Schedule" and "Aboveground Manual Gas Shutoff Valve Schedule" Articles.

4. Service Mark: Initials "WOG" shall be permanently marked on valve body.

D. Two-Piece, Full-Port, Bronze Ball Valves with Bronze Trim: MSS SP-110.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. BrassCraft Manufacturing Company; a Masco company. b. Conbraco Industries, Inc.; Apollo Div. c. Lyall, R. W. & Company, Inc. d. McDonald, A. Y. Mfg. Co. e. Perfection Corporation; a subsidiary of American Meter Company.

2. Body: Bronze, complying with ASTM B 584. 3. Ball: Chrome-plated bronze. 4. Stem: Bronze; blowout proof. 5. Seats: Reinforced TFE; blowout proof. 6. Packing: Threaded-body packnut design with adjustable-stem packing. 7. Ends: Threaded, flared, or socket as indicated in "Aboveground Manual

Gas Shutoff Valve Schedule" Articles. 8. CWP Rating: 600 psig. 9. Listing: Valves NPS 1 and smaller shall be listed and labeled by an NRTL

acceptable to authorities having jurisdiction. 10. Service: Suitable for LPG service with "WOG" indicated on valve body.

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 6

2.5 DIELECTRIC FITTINGS

A. General Requirements: Assembly of copper alloy and ferrous materials with separating nonconductive insulating material. Include end connections compatible with pipes to be joined.

B. Dielectric Unions:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Capitol Manufacturing Company. b. Matco-Norca, Inc. c. Watts Regulator Co.; a division of Watts Water Technologies, Inc. d. Wilkins; a Zurn company.

2. Description:

a. Standard: ASSE 1079. b. Pressure Rating: 125 250 psig minimum at 180 deg F. c. End Connections: Solder-joint copper alloy and threaded ferrous.

C. Dielectric Flanges:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Capitol Manufacturing Company. b. Matco-Norca, Inc. c. Watts Regulator Co.; a division of Watts Water Technologies, Inc. d. Wilkins; a Zurn company.

2. Description:

a. Standard: ASSE 1079. b. Factory-fabricated, bolted, companion-flange assembly. c. Pressure Rating: 125 250 psig minimum at 180 deg F. d. End Connections: Solder-joint copper alloy and threaded ferrous;

threaded solder-joint copper alloy and threaded ferrous. e.

2.6 LPG AUTO-GAS DISPENSING SYSTEM

A. Description: Factory fabricated skid mounted turn-key package auto-gas dispensing system, with (2) 1,990 gallon horizontal storage tanks, high pressure supply pump, dispenser, shut-off valves, meter, relief valves, fuel management system and interconnecting piping between tank, pump and dispenser. Provide a

Addendum No. 1 February 14, 2018

Contract No. T201753109

FACILITY LIQUEFIED-PETROLEUM GAS DISPENSING SYSTEM 231126 - 7

complete LPG auto-gas dispensing system factory fabricated and installed in the field by the auto-gas manufacturer’s service technician.

1. Basis of Design Available Manufacturers: Subject to compliance with requirements, provide Industrial Propane Service, Inc. or comparable products by one of the following:

a. Superior Energy Systems, Inc. b. Industrial Propane Service, Inc.

2. Storage tank and skid to be factory fabricated, 1,990 gallon horizontal tank complying with requirements in NFPA 58 and ASME Boiler and Pressure Vessel Code and bearing the ASME label. Tanks shall be rated for 250-psig minimum working pressure.

a. Tank trim that includes variable liquid level gauge, fixed liquid level gauge, tank relief valves, internal safety valves, pressure gauge, fill valve, back check valves, excess flow valves and positive shut-off valves.

b. All liquid and vapor openings will be on the bottom of the tank. These bottom openings will include (1) 2” liquid, (1) 1 ¼” liquid, (1) 1 ¼” vapor, and (1) ¾” vapor. The tank will include side fill capabilities and side mounted gauges.

3. Dispenser to be IPS-9899KX Gasboy dispenser Superior Pro 1500. The single hose dispenser will include a Liquid Controls MA4 2.5-40gpm meter, electronic display, electronic totalizer, lighted panels, stainless steel panels, hose retractor and support, dispenser shear valve, solenoid valve, pull-away valves with lead hose, 10’ 15’ fill hose and Gas Guard GG20 Staubli Fill Nozzle. The dispenser will be test pumped and calibrated prior to delivery. All components will be UL Approved for propane use.

4. Supply pump to be Blackmer LGL156 Esbray RC25 high differential pressure pump with external 150 200 psi bypass and 5 hp, 3 phase motor and connect to the piping system. This will include a Y-Strainer and stainless steel flex on the pump inlet.

5. Piping kit to include, 2” pump inlet piping that includes (1) 2” electronic operated ball valves installed after the internal valves. Piping kit with hydrostatic relief valves, shut off valves, fittings and piping to connect the (2) tanks together and connect to the pump. This will include pipe supports. Tees will be left for a future pump and future tank. All piping, tanks, and skids will be painted white

a. All required decals (to be installed on site), fire extinguisher, cover and bracket.

b. Provide owner’s manual, operations guide, maintenance guide, and troubleshooting guide.

Addendum No. 1 February 14, 2018

D.R. 2275-41

LOWE'S HOME CENTERS, INC.

334-6.00-687.01

SA

NIT

AR

Y SE

WER

&

WATER PER

D

DEED B

OO

K 1793-111

15' PER

MA

NENT EASE

MENT T

O S

USSEX C

OU

NT

Y FOR

D.B. 3434-263

OCEAN SANDS LLC NO 3

3-34-6-529

D.B. 3434-263

OCEAN SANDS LLC NO 3

3-34-6-529

D.R. 3392-295

EEDWARD E AYUBI

334-6.00-517.00

D.R. 2395-190

REVA M GENTHERT

334-6.00-516.00

D.R. 3534-49

POINT CROSSING LLC

334-6.00-515.00

D.R. 419-486

THELMA H. MORRIS

334-6.00-514.00

D.R. 2963-150

SHADY ROAD, LLC

334-6.00-523.01

D.B. 1987-115

BILLIE LYNN LITTLETON

334-6.00-539.00

D.B. 1373-6

& SHUNA LEVITEA HARMON

JULIA MORRIS

334-6.00-538.00

D.R. 914-297

ELDA M. WRIGHT

334-6.00-511.03

D.R. 3944-286

SAMIR & THANA B. GHABRA

334-6.00-511.02

D.R. 419-486

THELMA H. MORRIS

334-6.00-518.00

P/O TRACT NO. 1

ELECTRIC EASEMENT PER D.R. 1369-241

SUSSEX COUNTY EASEMENT PER D.R. 1793-108

SANITARY SEWER EASEMENT PER P.B. 46-262

D.R. 1264-272

LEWES-REHOBOTH ASSOCIATES LP

334-6.00-687.00

TOTAL SHTS.

SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

9018

1-019\

CA

DD\

Phase II S

heet Files\

CP

01-9018

1004

C-101.d

gn

1/5/2

018

7:4

2:2

2

AM

SUSSEX

T201753109

PHASE 2AND MAINTENANCE FACILITY -

LEWES PARK & RIDE

189

20

20

20

24

24

24

24

24

23

23

22

23

23

23

25

25

26

26

26

26

26 27

27

27

27

25

25

25

25

24

28

28

25

25

25

25

25

25

25

25

UTIL

WV

D.I.

25

D.I.

EX.

12"

W

EX. 6" F

M

EX. 8" G

AS

EX. 18"

S

EX. 18"

S

EX. 12" S

D 12" SD

EX.

15" SD

EX. E

X.

15" S

D

EX. 21"

SD

EX. 24"

SD

EX. 8" SE

X.

12"

W

EX. 8" S

EX. 12"

W

EX. 18"

S

EX. 8"S

CL

EANO

UT

EX.12"S &

EX.12"S

VE

R-

CV

ER-

CV

ER-

CV

ER-

C

EX. 8"W

EX.

6"

W

EX. 6"WEX. 3"WEX. 8"W

EX. 15"

SD

23"X

14" S

DEX.

EX. 15" SD

EX. 15" SD

15" S

DEX.

EX.

15"

SD

EX.

15"

SD

EX. 15" S

D

EX. 15" SD

EX. 15" SD

EX. 30"X19" SD

EX. 15" SD

EX. 3

0"X19" S

D

EX. 15"

SD

EX. 15" S

D

EX. 15" SDEX. 15" SD

EX. 15" SD

EX. 15" S

DEX. 15" S

DEX. 15" S

D

EX.

6"

W

EX. 15" SD

EX. 4" GAS

15"

RC

P12"

RC

P

15"

RC

P

Curb

Curb

Curb

Curb

Curb

12"

RC

P

EX BILLBOARD TO REMAIN

SCALE

FEET

0 40 80 120

PROPERTY INFORMATION:

2.

1.

ZONING: C-1 COMMERCIAL

LEWES, DE 19958

17616 COASTAL HIGHWAY

PROPERTY ADDRESS:

E 727000

N 272500

N 2717

50

E 726250

E 727000

N 272500

N 272500

STATE R

OUTE 1 S

OUTH

BO

UN

D

SH

AD

Y R

OA

D (S276)

DELA

WARE STA

TE PLA

NE C

OOR

DIN

ATE SYSTE

M

(NAD 83/91)

EX. CURB & GUTTER

EX. CURB & GUTTER

EX. C

UR

B

&

GU

TTE

R

(TYP.)EX SD INLET

(TO REMAIN)

MANAGEMENT FACILITY

EX. STORMWATER

(TO REMAIN)

MANAGEMENT FACILITY

EX. STORMWATER

EX. SIDEWALK

EX. SIDEWALK

EX. SIDEWALK

(TO REMAIN)

EX. SIDEWALK

OF PAVING

EX. EDGE

CS01 & CS02.

FOR EROSION & SEDIMENT CONTROL, REFER TO SHEETS

DELAWARE STATE LICENSED DRILLER.

CONTRACTOR TO HAVE EXISTING WELLS REMOVED BY A

DISCONNECTED BY A SUSSEX COUNTY LICENSED PLUMBER.

CONTRACTOR TO HAVE EXISTING BUILDING SANITARY SEWER

IMMEDIATELY UPON DISCOVERY OF ANY POTENTIAL CONFLICTS.

PROPOSED STORM DRAINAGE SYSTEM. NOTIFY THE ENGINEER

SHADY ROAD TO DETERMINE ANY POTENTIAL CONFLICTS WITH

CABLES. TEST PIT CHESAPEAKE GAS AND VERIZON UTILITIES ALONG

TO DETERMINE ANY POTENTIAL CONFLICT WITH DELDOT FIBER OPTIC

TEST PIT AREAS OF STORM DRAIN CONNECTIONS ALONG ROUTE 1

THE REMOVAL OF THE EX UNDERGROUND STORAGE TANK

CONTRACTOR MUST OBTAIN ALL DNREC PERMITS ASSOCIATED WITH

REMOVE ALL MACADAM, CONCRETE, AND GRAVEL WITHIN THE LOD

REMOVE ALL UTILITIES ASSOCIATED WITH THE EX BUILDING

CLEAR AND GRUB ALL TREES AND SHRUBS WITHIN LOD

EXISTING PARKING LOT

STUB

EX. SEWER

EX. PARKING

GATE TO REMAINEX. PARKING

(TO BE REMOVED)BUILDING EX. UTILITY

EX. BUILDING

EX. CURB & GUTTER

EX.

CURB

& GUTT

ER

30' R

EA

R

YA

RD

SE

TB

AC

K

60' FR

ONT Y

AR

D SETB

AC

K

20' SIDE YARD SETBACK

20' SIDE YARD SETBACK

EX. SWM FACILITY

26

EX. 15" SD

TO BE REMOVED

EX. ASPHALT PAVING

5

DEMOLITION PLANEXISTING CONDITIONS /

PMG

PMG

C-101

LEGEND:

EX. CONCRETE SIDEWALK

EX. SEWER LINE

EX. GAS LINE

EX. WATER LINE

EX. STORM DRAIN

EX. CURB & GUTTER

SETBACK LINE

EX. CONTOUR

LIMIT OF CONSTRUCTION

LIMIT OF DEMOLITION

SHELTEREX. TRANSPORTATION

PAD WITHIN THE LODREMOVE EX. CONCRETE

HH

EX. WATER SERVICE REMOVE THIS PORTION OF

EX, 4" PVC SEWER CONNECTION

CUT AND REMOVE 9' OF

SIGNSWITH ORIGINAL HANDICAP REMOVE AND REPLACE

EX. WATER STUB

BY UTILITY COMPANY)(TO BE REPLACED EX. TRANSFORMER

TO REMAINEX. HAND HOLE

TO BE RETURNED TO OWNER

REMOVE EX. TRANSFORMER

(BY OTHERS) SHELTER TO BE REPLACEDEX. TRANSPORTATION

RESTROOM BUILDING

DEMOLISH TEMPORARY

RETURN TO OWNER

SALVAGE EX. BUILDING AND

NOTES:

3.

2.

1.

OPERATION OF EQUIPMENT IS PROHIBITED.

INCLUDING BUT NOT LIMITED TO MATERIAL LAYDOWN OR

CONTRACTOR USE OF EXISTING PARKING LOT FOR ANY USE

CS01.

FOR EROSION & SEDIMENT CONTROL, REFER TO SHEET

WITHIN THE LOD.

REMOVE ALL BUILDINGS, MACADAM, CONCRETE, AND GRAVEL

CLEAR AND GRUB ALL TREES AND SHRUBS WITHIN LOC

REMOVED

GATE TO BE

1 ADDENDUM 1

1

1

EM

D.I.

D.I.

TOTAL SHTS.

SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

9018

1-019\

CA

DD\

Phase II S

heet Files\

CP

01-9018

1004

C-102.d

gn

1/5/2

018

7:5

2:2

2

AM

SUSSEX

T201753109

PHASE 2AND MAINTENANCE FACILITY -

LEWES PARK & RIDE

189

VE

R-

CV

ER-

CV

ER-

CV

ER-

C

D.R. 2275-41

LOWE'S HOME CENTERS, INC.

334-6.00-687.01

SA

NIT

AR

Y SE

WER

&

WATER PER

D

DEED B

OO

K 1793-111

15' PER

MA

NENT EASE

MENT T

O S

USSEX C

OU

NT

Y FOR

D.B. 3434-263

OCEAN SANDS LLC NO 3

3-34-6-529

D.B. 3434-263

OCEAN SANDS LLC NO 3

3-34-6-529

D.R. 3392-295

EEDWARD E AYUBI

334-6.00-517.00

D.R. 2395-190

REVA M GENTHERT

334-6.00-516.00

D.R. 3534-49

POINT CROSSING LLC

334-6.00-515.00

D.R. 419-486

THELMA H. MORRIS

334-6.00-514.00

D.R. 2963-150

SHADY ROAD, LLC

334-6.00-523.01

D.B. 1987-115

BILLIE LYNN LITTLETON

334-6.00-539.00

D.B. 1373-6

& SHUNA LEVITEA HARMON

JULIA MORRIS

334-6.00-538.00

D.R. 914-297

ELDA M. WRIGHT

334-6.00-511.03

D.R. 3944-286

SAMIR & THANA B. GHABRA

334-6.00-511.02

D.R. 419-486

THELMA H. MORRIS

334-6.00-518.00

P/O TRACT NO. 1

ELECTRIC EASEMENT PER D.R. 1369-241

SUSSEX COUNTY EASEMENT PER D.R. 1793-108

SANITARY SEWER EASEMENT PER P.B. 46-262

D.R. 1264-272

LEWES-REHOBOTH ASSOCIATES LP

334-6.00-687.00

D.I.

D.I.

D.I.

D.I.

WV

D.I.

D.I.

LANE

FIRE

GENERATOR

METAL TRSH TRSH

PROPANE TANK PROPANE TANK

FUEL TANK

HH

UTIL

60' FR

ONT Y

AR

D SETB

AC

K

20' SIDE YARD SETBACK

20' SIDE YARD SETBACK

30' R

EA

R

YA

RD

SE

TB

AC

K

SCALE

FEET

0 40 80 120

STATE R

OUTE 1 S

OUTH

BO

UN

D

LEGEND:

15"SD

8"S

8"W

N 272500

E 727000

N 272500 E

727000

E 726250

N 2717

50

E 727000

SH

AD

Y R

OA

D (S276)

6

SITE PLAN

EX 21" S

D

EX 21" S

D

EX 21" S

D

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

197.6'

385.7'

148.4'

80.8'

79.7'

BENCH MARK INFORMATION:

POINT# NORTHING EASTING ELEV. DESCRIPTION

DELA

WARE STA

TE PLA

NE C

OOR

DIN

ATE SYSTE

M

(NAD 83/91)

B.M.401

B.M.402

B.M.404

B.M.403 B.M.405

B.M.406

B.M.407

SEWER STUB

EXISTING 8"

CONNECT TO

C

9

C

C

10

C

C

7

C

8

CR

2

C

6

EX. CURB & GUTTER

EX. CURB & GUTTERSTOP SHELTER

EX. TRANSPORTATION

STOP SHELTER

EX. TRANSPORTATION

FACILITY

MANAGEMENT

STORMWATER

EXISTING

SIDEWALK

EX. CONCRETE

P.C.C. CURB AND GUTTER, TYPE 3-6 MODIFIED

P.C.C. CURB AND GUTTER, TYPE 3-6

P.C.C. CURB AND GUTTER, TYPE 1-6

P.C.C. CURB AND GUTTER, TYPE 3-6

P.C.C. CURB AND GUTTER, TYPE 3-8 MODIFIED

SIDEWALK

EX. CONCRETE

SIDEWALK

EX. CONCRETE

SWING GATE

PROP. 10' DOUBLE

SOUND WALL

16' HIGH

PROP.

10 CY METAL

PMG

DJL

4'

FF=27.20

SOUTH BUILDING

MAINTENANCE FACILITY:

EX. BUILDING

EX. BUILDING

60'R/W

52' R/

W

1 2

B

C-102

CURB

DEPRESS

PARKING GATE

EX.

DURING CONSTRUCTION

WILL NEED TO BE MAINTAINED

SIDE OF SITE TO SOUTH SIDE

NOTE: ACCESS FROM NORTH

C.O.

C.O.

EX. PAVING

EDGE OF

C.O.

B

C

SECTION

SIDEWALK

F LAP JOINT

CONNECTION

FIRE DEPT.

CURB

DOWN

NOSE

EXISTING PARKING LOT

CONCRETE SIDEWALK

CONNECTION

FIRE DEPT.

FF=27.37

NORTH BUILDING

MAINTENANCE FACILITY:

MANAGEMENT FACILITY

EXISTING STORMWATER

298.02'

S35°03'27.46"E

62.44'

N64°13'3

1.06"

E

336.51'

N40°54'30.13"W

460.9

3'

N89°2

1'28.3

2"E

942.77'

S40°54'51.48"E

776.73'

N50°08'43.48"

E

CA

NO

PY

AR

EA

A

B

B

METAL FENCE

DECORATIVE

PROP. GENERATOR

BOLLARD

BOLLARD

C BOLLARD

D

E

TRANSITION

10' CURB

HANDICAP SPACES REQUIRED: 7

HANDICAP SPACES PROVIDED: 8

PROPOSED FLOOR AREA = 15694 SF/500=31 SPACES REQUIRED

PARKING SPACES REQUIRED:1 PER 500 SF OF FLOOR AREA

PARKING SPACE PROVIDED: 243 SPACES

PARKING TABULATIONS:

TRANSITION

10' CURB

DEPRESS CURB

CENTER

VISITOR

FF = 25.25

METAL FENCE

PROP. DECO. B

BY UTILITY COMPANY)

(TO BE REPLACED

EX. TRANSFORMER

C-401

C-401C-401

C-401

P-604 P-604

C-401

C-401

C-404

C-401

C-401

C-404

C-401

VIEW SHEET C-301

AREA, SEE ENLARGE PLAN

NOTE: FOR DETAILS OF THIS

C-401

C-401

(BY OTHERS)

CONTAINER

TO REMAIN

EX ASPHALT PAVING

FIRE LANE LIMITS

BUS PARKING LANE LIMITS

LIMIT OF CONSTRUCTION

CANOPY AREA

ASPHALT PAVEMENT

PORTLAND CEMENT CONCRETE PAVEMENT

PORTLAND CEMENT CONCRETE SIDEWALK

EXISTING SEWER

EXISTING GAS

EXISTING WATER

EXISTING TREE LINE

YARD SETBACK LINE

PROPERTY LINE

SANITARY SEWER

WATER

STORM DRAIN

CURB & GUTTER

NOTES:

6.

5.

4.

3.

2.

1.

BOTH MAINTENANCE BUILDINGS.

WATER METERS SHALL BE INSTALLED INSIDE

FOR PLUMBING DETAILS REFERENCE P-SERIES DWGS.

FOR ARCHITECTURAL DETAILS REFERENCE A-SERIES DWGS.

FOR STRUCTURAL DETAILS REFERENCE S-SERIES DWGS.

LIGHTING AND UNDERGROUND LINES.

REFER TO ELECTRICAL DRAWINGS FOR COORDINATION OF

CONTROL CANTILEVER GATES AND CONTROL ARM.

DIRECT BURY ENTRANCE AND EXIT GROUND LOOPS TO

REFER TO ELECTRICAL DRAWING FOR INSTALLATION OF

C-6

C-7

C-8

C-9

C-10

(BY OTHERS)

CONTAINER

8 CY TRASH

METAL FENCE

DECORATIVE

DWGS P-604

SEE PLUMBING

DIESEL TANK

DWGS P-604

SEE PLUMBING

PROPANE TANKS

2-2000 LBS.

GATE30' CANTILEVER'

METAL FENCE

DECORATIVE

ELECTRICAL PLANS

CARD READER SEE

G

C-401

401 272594.8598 726275.4614 24.49 INSTALL CONCRETE MONUMENT

402 272600.0252 726736.2719 22.16 REPLACE EXISTING WOOD STAKE WITH CONCRETE MONUMENT

403 272164.8638 726648.1142 29.40 EXISTING CONCRETE MONUMENT TO REMAIN

404 272364.6158 726940.3069 22.41 REPLACE EXISTING WOOD STAKE WITH CONCRETE MONUMENT

405 271946.6363 726837.2111 26.77 EXISTING CONCRETE MONUMENT TO REMAIN

406 272017.8375 726997.9937 25.07 INSTALL CONCRETE MONUMENT

407 272145.2257 727150.6042 23.38 INSTALL CONCRETE MONUMENT

SOUND WALL

16' HIGH

PROP.

REMAIN

STOPS TO

EXISTING WHEEL

SECTION

PAVEMENT

CONCRETE

C-401

A

OPERATORMAGNETIC GATEHIGH VELOCITYGATE WITH VMAG12' CANTILEVER'

C

6

GATE No.2

GATE No.1

ADDENDUM 11

1

1

WF331 Welder, MIG, w/wire feed 111100 Not shown on drawings

WF400 Extractor, fume, portable 111100 Not shown on drawings

VW400 Washer, Vehicle, 4 Brush w/ Reclaim 115500

Mark # Description Spec Section Remarks

CC308 Washer, parts, automatic, front loading 111100 LC113 Press, oil filter 111100 SH213 Buffer/grinder, 10", w/dust collector 111100 SH237 Drill press, 20 inch, variable speed 111100 SH255 Press, 50 ton, electric/hydraulic 111100 TS201 Mounter/ demounter, tire, auto 111100 TS205 Mounter/ demounter, truck tire 111100 TS303 Wheel Balancer, Electronic, Fixed 111100 LC251 Drop, utility, trapeze, with data 119010 ST100 Rack, body panel, large 119010 ST101 Rack, body panel, small 119010 ST115 Rack, body glass 119010 ST350 Workbench, heavy duty 119010 VL806 Lift, vehicle, 4 post, mobile column, wireless 144500 VL850 Lift, axle, scissor, 2 carriage, 60,000 lbs. 144500 BR205 Charger, battery, portable 111100 Not shown on

drawings ES110 Workbench, electronics, anti-static top 111100 SH101 Vise, combination, swivel base, 6" 111100 SH221 Crimper, hydraulic hose NIC SH291 Tank, parts cleaning, medium 111100

SH332 Saw, cut-off, hydraulic hose NIC SH580 Stand, engine/transmission, rolling 111100 Not shown on

drawings SH990 Scrubber, floor, riding 111100 Not shown on

drawings SI171 Dispenser, DEF, drum, portable 111100 Not shown on

drawings ST010 Bin unit, common, 66 opening 111100 ST035 Cabinet, drawer, 59" 111100 ST057 Cabinet, flammable materials, large 111100 ST062 Cabinet, storage, shop 111100 ST088 Ladder, safety, rolling, 10 step 111100 Not shown on

drawings ST110 Rack, gas cylinder, portable 111100 ST120 Rack, pallet, w/ deck, 8' 111100 ST156 Rack, tire, paratransit 111100 ST165 Shelving unit, 18" 111100 ST991 Pallet, containment 111100 TS100 Cage, inflation, tire 111100 TS215 Spreader, tire 111100 WF030 Screen, welding 111100 Not shown on

drawings

N.I.C.N.I.C.

1 ADDENDUM 1

1

TOTAL SHTS.

SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

9018

1-019\

CA

DD\

Phase II S

heet Files\

CP

01-9018

1004

E-3

05.d

gn

10/2

7/2

017

3:0

1:4

9

PM

SUSSEX

T201753109

PHASE 2AND MAINTENANCE FACILITY -

LEWES PARK & RIDE

189

0 16'8'4'

SCALE: 1/8" = 1'-0"

SCALE:N.T.S.

KEY PLAN

MATCH LINE - SEE E-306 MATCH LINE - SEE E-306

GENERAL NOTES:

1.

1

SCALE:„"=1-'-0"E-305

ELECTRICAL FLOOR PLAN - NORTH BUILDING - SPECIAL SYSTEMS

2.

169

SPECIAL SYSTEMSNORTH BUILDING

ELECTRICAL FLOOR PLANMSM/SMC

AP

E-305

SPECIFIC NOTES:

1

2

3

4

1

2

4

3.

4.

5

5

DEVICE BACK TO RECK IN ROOM 117.

PROVIDE 3/4" CONDUIT FROM EACH SECURITY AND ACCESS CONTROL

FOR INSTALLATION DETAILS AND WIRING REQUIREMENTS.

SEE DRAWINGS E-605, E-606, E-607 AND E-608 AND SPECIFICATIONS

DISPENSING EQUIPMENT.

PROVIDE CLASSIFIED SEALS FOR ALL CONDUIT STUBUPS TO FUEL

WEATHERPROOF TYPE.

PRIOR TO FINAL ACCEPTANCE. ALL EXTERIOR CAMERAS SHALL BE

COORDINATE EXACT CAMERA ANGLE AND VIEW WITH THE OWNER

GENERAL NOTES.

SEE DRAWING E-001 THRU E-003 FOR LEGEND, ABBREVIATIONS AND

3

2

E-305 SCALE: „"=1'-0"

FUEL TANK AREA CONTROL/DATA PLAN

5.

6

7

NEW HANDHOLE. SEE DETAIL 7/E-601 WITH NO DIVIDER.

FILL PORT.

PROPANE CONTROLLER.

PROPANE DISP.

TANK CONTROL CABINET.

TANK, ACCESSORIES, ALARMS SENSORS.

SEE DRAWING E-100 FOR CONTINUATION.

1"C. WITH PULL STRING.

2"C. WITH PULL STRING TO TELECOM ROOM 117.

DOOR IS CLOSED AND SECURED.

INTERIOR DOOR TO HAVE DELAYED RELEASE UNTIL EXTERIOR

CARD SWIPE TO RELEASE DOOR AND ACTIVATE OPERATOR.

44U FLOOR MOUNTED RACK.

4"C. WITH PULL STRING.

(1) 4"C., (1) 2"C., (1) 1"C. WITH PULL STRING.

2"C. WITH PULL STRING.

8

9

10

11

12

13

14

6

14

7

7

6

7

7

7

7

9

13

10

1

1 3

7

8

9

12 11

9

7

7

14

3

7

VEND

VEND

REF.

VEND

G

2 3 4 5 6

5.14.6 5.7

1

2.5

H

J

4.4

H.5

VESTIBULE

ELEC

DRIVER READY ROOM/

SHIOP BREAK ROOM

TELECOM

MECHANICAL COUNTING

ROOM

WOMEN'S

LOCKER JANUNIFORM

CLOSET

LOCKER

ROOM

KITCHENETTE

SUPERVISOR

DISPATCH

OPERATIONS

117

118

116

W

ES

DC

CA

M

ES

CA

DC

CA

ES

DC

CADC

ES

M

101

MENS TOILET

ROOM/LOCKER

104107

113

114

111

105 108

110

109

102

112

115

VENDING

106

CORRIDOR

FDFD FMS

HH

CONTINUATION

FOR

DWG. E-100

TANKS, SEE

TO FUEL

103

SECURITY/

POOL OFFICE

VESTIBULE

CAES

ES

CA

ES

CA

DC

M

M

RE

RE

RE

RE

CA

DC

ES

RE

RE

RE

CR

EPO

ON DWG. E-306

TO VEEDER ROOT

RM 203

TO RACK

C

C

C

J

J J

TO HANDHOLE

TO HANDHOLE

HH

STORAGE

SUPERVISOR

SHOP

STORE

ROOM

STORAGE

MAINTENANCE

SUPERVISOR

ELEC

MACHINE/TIRE

GFI SHOP

FLOOR

EQUIPMENT

STORAGELUBE/

COMPRESSOR

LUBE/

COMPRESSOR

FLOOR

EQUIPMENT

MACHINE/TIRE

GFI SHOP

STORAGE

STORAGE

SUPERVISOR

SHOP

STORE

ROOM

STORAGE

MAINTENANCE

SUPERVISOR

ELECTIRETIRE

102

ROOM

COUNTING

MECHANICAL

ELEC TELECOM

SUPERVISOR

DISPATCH

OPERATIONS

VESTIBULE

SHOP BREAK ROOM

DRIVER READY ROOM/

MAINTENANCE

BAYS

WASH BAY

MAINTENANCE

BAYS

WASH BAY

VESTIBULE

KITCHENETTE

VEND

VEND

REF.

LAUNDRY

SECURITY/

POOL OFFICE

CLOSET

UNIFORM

CONFERENCE

ROOM

MECHANICAL

TOILET

LOCKER

ROOM

JANJAN

VEND

101

104

108

107

109

110 111

112

113

114

117116

118

200

202

203

204

205

207

208

209

211

212

213 214

215

216

217

218

CORRIDOR

106

206

UNISEX

CORRIDOR

103

VESTIBULE

115

VENDING

105

WOMENS TOILET

ROOM/LOCKER

MENS TOILET

ROOM/LOCKER

220

CORRIDOR

210.1

210

TOOL BOX

STORAGE

REESDC

CA

1 ADDENDUM 1

1

1

TOTAL SHTS.

SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

9018

1-019\

CA

DD\

Phase II S

heet Files\

CP

01-9018

1004

E-3

06.d

gn

10/2

7/2

017

3:0

1:5

0

PM

SUSSEX

T201753109

PHASE 2AND MAINTENANCE FACILITY -

LEWES PARK & RIDE

189

A

B

C

D

F

E

2 3 4 5 6

4.3

ELEC

MECHANICAL

FLOOR

EQUIPMENT

GFI SHOP

LAUNDRY

-

TOOLBOX

STORAGE

MACHINE/TIRE

SHOP

TIRE

STORAGE

MAINTENANCE

SUPERVISOR

LUBE/

COMPRESSOR

STORAGE

ROOM

SUPERVISOR

STORAGE

BAYS

MAINTENANCE

WASH BAYS

202

ES

DC

CA

DC

DC

ES

CA

CA

ES

ES

CA

CA

DC

ES

CA

DC

ES

DC

CA

DC

ES

W

CA

DC

ES

211

203

204

205

206

CORRIDOR

209

UNISEX

TOILET

208

212

213 214

216

215

218

217

POWER WASH

219

CLOSET

CONFERENCE

ROOM

207

200

VESTIBULE

ES

VRP

LC251

RE

WP

WP

WP

RE

RE

RE

WP

WP

WP

RE

TIME CLOCK

RE

ON DWG E-305

TO HANDHOLE

COORDINATE ELEVATION

CONTROL SYSTEM

INVENTORY

RM 117

TO RACK

0 16'8'4'

SCALE: 1/8" = 1'-0"

SCALE:N.T.S.

KEY PLAN

GENERAL NOTES:

1.

1

SCALE:„"=1-'-0"E-306

ELECTRICAL FLOOR PLAN - SOUTH BUILDING - SPECIAL SYSTEMS

MATCHLINE - SEE E-305MATCHLINE - SEE E-305

2.

170

SPECIAL SYSTEMSSOUHTH BUILDING

ELECTRICAL FLOOR PLANMSM/SMC

AP

E-306

SPECIFIC NOTES:

1

2

3

3

3.

4.

203.

ACCESS CONTROL DEVICE BACK TO RECK IN RM

PROVIDE 3/4" CONDUIT FROM EACH SECURITY AND

AND WIRING REQUIREMENTS.

AND SPECIFICATIONS FOR INSTALLATION DETAILS

SEE DRAWINGS E-605, E-606, E-607 AND E-608

STUB UPS TO FUEL DISPENSING EQUIPMENT.

PROVIDE CLASSIFIED SEALS FOR ALL CONDUIT

TYPE.

ALL EXTERIOR CAMERAS SHALL BE WEATHERPROOF

WITH THE OWNER PRIOR TO FINAL ACCEPTANCE.

COORDINATE EXACT CAMERA ANGLE AND VIEW

ABBREVIATIONS AND GENERAL NOTES.

SEE DRAWING E-001 THRU E-003 FOR LEGEND,

5.

4

4

2

COORDINATE HEIGHTS WITH CAGE MANUFACTURER.

24U RACK.

4"C. WITH PULL STRING.

1"C. WITH PULL STRING.

2

1 ADDENDUM 1

1

1

1 1

1

1

TOTAL SHTS.

SHEET NO.

DEPARTMENT OF TRANSPORTATIONDELAWARE

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

9018

1-019\

CA

DD\

Phase II S

heet Files\

CP

02-9018

1019

E-3

08.d

gn

10/2

7/2

017

3:0

4:2

7

PM

SUSSEX

T201753109

PHASE 2AND MAINTENANCE FACILITY -

LEWES PARK & RIDE

189

WP

+

WP

+

+

1

CONSTRUCTION NOTES

DRAWING NOTES

2

3

4

TO IT RACK IN RM. 102.

2. ALL ROUGH-IN PROVIDE 1" CONDUIT BACK

ABBREVIATIONS AND NOTES.

1. SEE DWG. E-001 THRU E-003 FOR LEGEND,

4

3

2

FOR FUTURE CANOPY INSTALLATION.

PROVIDE (3) 1"C WITH PULL STRING UNDERGROUND AND CAP

WALL DISPLAY SYSTEM.

COORDINATE EXACT LOCATION OF ROUGH-IN WITH SMART

TO HANDHOLE. SEE SITE PLAN FOR ROUTING.

2"C STUB UP TO IT RACK. CONDUIT ROUTED UNDERGROUND

INVENTORY TRACKING EQUIPMENT FOR VENDING MACHINES.

PROVIDE DATA ROUGH-IN FOR CARD CARD PAYMENT AND

1

172

VISITOR CENTERFLOOR PLAN -

SPECIAL SYSTEMMSM

IHK

E-308

101

WAITING

102

OFFICE

TICKET109

JANITOR

110

CORRIDOR

108

TOILET

WOMEN

107

TOILET

105

FAMILY

106

TOILET

FAMILY

103

CLO

104

MECHANICAL

ROOM

MEN

1

SCALE:‚"=1'-0"E-308

0 8'4'2'

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

SPECIALSYSTEM PLAN

1 ADDENDUM 1

RE

DC

CA

RE

ESDC

CA

RE

ESDC

CA

REESDCCA

11

1

1

1

1