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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