VIA WEBSITE POSTING AND MAILING Federal Aid Project No. NH ...gssdocs.deldot.delaware.gov/bids/T201804301 Addendum No. 2.pdf · VIA WEBSITE POSTING AND MAILING May 7, 2020 Contract

VIA WEBSITE POSTING AND MAILING

May 7, 2020

Contract No. T201804301.01Federal Aid Project No. NH-S018(18)Georgetown East Gateway ImprovementsSussex County

Ladies and Gentlemen:

Enclosed is Addendum No. 2 for the referenced contract consisting of the following:

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

2. One (1) page, Special Provision Listing, page 46, revised, to be substituted for the same page in the Proposal.

3. Two (2) pages, Special Provision, 202560 - Contaminated Material, pages 48A through 48B, new, to be addedto the Proposal.

4. Three (3) pages, Special Provision, 710500 - Installation Of Water Mains And Accessories, pages 76A through76C, new, to be added to the Proposal.

5. Three (3) pages, Special Provision, 711501 - Installation Of Sanitary Sewer Mains And Accessories, pages 77Athrough 77C, new, to be added to the Proposal.

6. One (1) page, Breakout Sheet Instructions, page 182A, new, to be added to the Proposal.

7. One (1) page, Attention to Bidders, page 182B, new, to be added to the Proposal.

8. Four (4) pages, Breakout Sheets for 710500, pages 182C through 182F, new, to be added to the Proposal.

9. Three (3) pages, Breakout Sheets for 711501, pages 182G through 182I, new, to be added to the Proposals.

10. Twenty-seven sheets, Construction Plans, sheets 3, 16, 17, 18, 19, 20, 23, 26, 27, 54, 82, 95, 99, 102, 118, 123,127, 129, 133, 135, 136, 139, 142, 143, 149, 152 and 153.

11. Fifteen (15) pages, Bid Proposal Forms, pages 1 through 15, revised, to be substituted for the sixteen (16) pagesin the Proposal.

The following Item Number have been added: 202560, 501001, 710500 and 711501

The following Item Numbers have been deleted: 602035, 710030, 710031, 710374, 710376, 710406, 710438,710487, 711004, 711009, and 711036

The following Item Number has a revised quantity: 501526

12. Bid Express Amendment File No. 1, new.

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

Sincerely,

~signature on file~

Connie Ivins Competitively Bid Contracts Coordinator Delaware Department of Transportation

STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL

for

CONTRACT T201804301.01 FEDERAL AID PROJECT NO. NH-S018(18)

CFDA NO. 20.205

GEORGETOWN EAST GATEWAY IMPROVEMENTS

SUSSEX COUNTY

ADVERTISEMENT DATE: April 3, 2020

COMPLETION TIME: 537 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 May 5 12, 2020

Addendum No. 2

May 1, 2020Addendum No. 2 May 7, 2020

connie.ivins

Cross-Out

Contract T201804301.01

GEORGETOWN EAST GATEWAY IMPROVEMENTS

SPECIAL PROVISIONS

S.P. Code SPECIAL PROVISION DESCRIPTION

202560-15 CONTAMINATED MATERIAL 401699-15 QUALITY CONTROL/QUALITY ASSURANCE OF BITUMINOUS CONCRETE 501526-15 PATTERNED P.C.C., 8" 601505-15 DRAINAGE SAFETY END STRUCTURE 615518-15 3-INCH PVC PIPE FOR ROOF DRAIN OUTFALL 701510-15 CURB/SIDEWALK OPENING 705521-15 PATTERNED PORTLAND CEMENT CONCRETE, 8" 706500-15 RIGHT-OF-WAY MARKER, CAPPED REBAR 710500-15 INSTALLATION OF WATER MAINS AND ACCESSORIES 711500-15 ADJUST AND REPAIR EXISTING SANITARY MANHOLE 711501-15 INSTALLATION OF SANITARY SEWER MAINS AND ACCESSORIES 711502-15 ADJUST AND REPAIR EXISTING SANITARY CLEANOUTS 763501-15 CONSTRUCTION ENGINEERING 763503-15 TRAINEE 763508-15 PROJECT CONTROL SYSTEM DEVELOPMENT PLAN 763509-15 CPM SCHEDULE UPDATES AND/OR REVISED UPDATES 763597-15 UTILITY CONSTRUCTION ENGINEERING 763599-15 FIELD OFFICE, SPECIAL II 831514-15 FURNISH AND INSTALL 2-1/2" SCHEDULE 80 PVC CONDUIT (TRENCH) 831515-15 FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT (TRENCH) 831516-15 FURNISH AND INSTALL 4" SCHEDULE 80 PVC CONDUIT (TRENCH) 831523-15 FURNISH AND INSTALL 2" GALVANIZED STEEL CONDUIT (TRENCH) 831545-15 FURNISH AND INSTALL 4" HDPE SDR-13.5 CONDUIT (BORE) 831574-15 FURNISH AND INSTALL SECOND AND SUBSEQUENT ADDTIONAL 4" SCHEDULE 80 PVC

CONDUITS IN TRENCH OR OPEN CUT 834501-15 PARTIAL REMOVAL OF CONCRETE POLE BASES AND CABINET FOUNDATIONS 842501-15 FURNISH AND INSTALL ELECTRIC UTILITY SERVICE EQUIPMENT 120/240 (100 AMP) 850503-15 LUMINAIRE (LED), 160 WATTS 851504-15 ALUMINUM LIGHTING SINGLE DAVIT ARM, 15' ARM SPREAD 851506-15 ALUMINUM LIGHTING STANDARD, 30' POLE 851515-15 PARKING LOT LIGHING SYSTEM 907500-15 TEMPORARY SWALE, TYPE A-1 907506-15 EARTH DIKE, TYPE A-1

Addendum No. 2 May 7, 2020

Page 46 of 186

Contract No. T201804301.01

202560 - CONTAMINATED MATERIAL Description: Contaminated Material is defined as solids or liquids (including soil) potentially contaminated with a hazardous substance, requiring special handling and/or disposal per state or federal regulation. This work describes the excavation, removal and treatment/disposal of contaminated materials resulting from project construction including utility and other types of excavation activities in accordance with the locations and notes on the Plans, and as directed by the Engineer or the Department's environmental representative. The Contractor will be notified of the Department's environmental representative at the pre-construction meeting. Overview of Costs: Potential contaminated solids may affect contractor's costs as follows; Additional cost to normal excavation requirements: -Cost of 8 mil plastic for placement under and over solid contaminated material, -Maintaining the segregated contaminated solids staging area. Reduced cost to normal excavation requirements: -Not required to, or charged for, transport of contaminated material from site. -Not required to, or charged for, disposal of contaminated soil. Potential contaminated liquids will affect contractor’s cost as follows; Additional cost to normal excavation requirements: -None Reduced cost to normal excavation requirements: -None Construction Methods and Responsibilities: Contractor's Responsibilities for potential contaminated solids: The Contractor shall be responsible for providing the appropriate equipment and personnel necessary to excavate, stage, and load contaminated material for off-site disposal, as identified from previous site environmental investigations or identified during construction activities. The work will be performed in accordance with the procedures described in the site specific "Contaminated Material and Water Removal Work Plan" prepared by the Department's environmental representative. The Department will provide a copy of this plan after the project is awarded and before any work begins. The Contractor shall adhere to applicable Occupational Safety and Health standards, Guidelines and/or Laws. This will include compliance with 29 CFR Part 1910. After award of the Contract, the Contractor shall immediately be responsible for notifying the Department's HAZMAT Program Mananger’s office (760-2463) for scheduling coordination with the environmental representative. The contractor shall submit a proposed schedule of work to the Department for review and approval prior to any commencement of work on this site. The Contractor is required to perform to a high standard of workmanship to assure protection of workers, local water supplies, and the environment. The Contractor shall coordinate with the utility companies prior to excavation. The Department's environmental representative shall be present during all phases of work associated with the excavation and removal of potentially contaminated material. Payment will not be made for any work done when a Department approved Inspector or environmental representative is not present to provide environmental oversight.


Page 48A of 186


Specific tasks to be performed by the Contractor will include excavating soil per the project specifications. The Contractor will segregate "contaminated" soil as designated by the Department or their environmental representative, from "clean" soil and place the "contaminated" soil in a designated on-site staging area constructed by the Contractor. At a minimum the staging area needs to be lined with 8-mil plastic and a berm constructed to minimize storm water run-off. The "contaminated" soil will need to be covered by the Contractor at the end of each work day. The Contractor will be responsible for loading contaminated soil onto trucks arranged by the Department's environmental representative on the days the contaminated soil is shipped off-site to a licensed disposal/treatment facility. The Contractor will backfill and compact the excavated area(s) according to the project specifications and payment will be made under that item of the Contract. Department's Responsibilities: The Department is responsible for providing and paying; the environmental representative; the transportation of contaminated material for disposal; and the disposal of contaminated material. The "Contaminated Material and Water Removal Work Plan" will identify; the procedures to be used to excavate and stage the contaminated material; the licensed treatment/disposal facility where the Department will ship the contaminated material; the method the material will be transported to the treatment/disposal facility; and any additional health and safety requirements for site personnel. The Department's environmental representative will conduct a health and safety briefing prior to commencement of activities on the sites to insure an understanding of all applicable standards, guidelines, laws, procedures, etc. consistent with the successful completion of this type of activity. The Department's environmental representative will conduct air monitoring during any excavation activities at the site to identify and mitigate fire, explosion and vapor hazards. The Department's environmental representative shall coordinate the excavation activities with all applicable local, state, and federal environmental regulatory agencies. The Department's environmental representative will also oversee the excavation, removal and treatment/disposal of the material in the designated area(s) and perform such tests as field screening for soil contamination utilizing vapor monitoring techniques and collect soil samples for laboratory analysis to meet the requirements of the treatment/disposal facility, DNREC and/or the USEPA. The Department's environmental representative's personnel will subcontract with the disposal/treatment facility to provide transportation and disposal/treatment of all contaminated materials to be removed as part of the project. The Department's environmental representative is responsible for measuring the quantity of contaminated material removed, via certified scale weights, for the Department's records. Method of Measurement: The quantity of contaminated material will not be measured. It will be included in the excavation quantity. Basis of Payment: No additional payment will be made for the handling of contaminated material included in the excavation quantities. Contractor's costs for handling contaminated material as described herein are to be included in the standard excavation pay items included in this contract, and will constitute full compensation for excavation, constructing and maintaining the segregated soil staging area, placement of the contaminated soil in the staging area, providing plastic and daily covering of the segregated soil staging area, and loading of contaminated soil for removal by the Department. This item is a contingency item and the Department reserves the right to delete from the Contract. The Contractor shall make no claims for additional compensation because of deletion of the item.

08/14/2017


Page 48B of 186

710500 – INSTALLATION OF WATER MAINS AND ACCESSORIES

Description:

This work consists of furnishing and installing all materials to relocate Water Mains, including Taps, Tie-ins, Fittings, and Valves; relocate fire hydrants; and other related items as shown on the plans and meeting the requirements of the applicable DelDOT Standard Specifications, these Special Provisions and the applicable Technical Specifications. The relocations are located in distinct sections as shown on the plans. Any requirements included on the plans that are not addressed by these Special Provisions, shall be performed in accordance with the Technical Specifications as part of the Town of Georgetown Design and Construction Standards for Water, Sewer, and Streets. The Contractor is advised to obtain and be fully acquainted with the applicable specifications of the Owner. Costs to comply are considered incidental to Item 710500. The Owner of the water line on this project is Town of Georgetown and their Technical Specifications are available online. When referenced in these Special Provisions, or the Technical Specifications, the Owner is intended to be represented by an employee of Town of Georgetown. “Breakout Sheets” are included in the contract to establish unit prices for the items listed in the specific Breakout Sheet. The total of these unit prices multiplied by the estimated quantities, as totaled for all Breakout Sheets, will establish the total Lump Sum price to be submitted with the bid. Each listed item will be measured as a unit price item in the field. The final Lump Sum payment for Item 710500 will be adjusted by change order, either plus or minus, to match the final totals of all unit price items established in the Breakout Sheets. Breakout Item Description

W-1 8"W US 9 Sta. 101+00 to Sand Hill Rd Sta. 213+50 [Lump Sum]

W-2 10"W Airport Rd Sta. 206+00 to Sand Hill Rd Sta. 214+00 [Lump Sum] W-3 8"W Cheer Center [Lump Sum]

General Requirements: As listed in the Technical Specifications. Any and all emergency repairs required during the period of this Contract shall be the responsibility of the Contractor. In the event the Owner or Engineer is unable to contact the Contractor for the immediate emergency repair items of work, or in the event the Contractor does not take action when contacted within a reasonable length of time, the Owner of the utility reserves the right to attend to any and all emergency repair work items and to resubmit the costs directly to the Contractor for complete payment. An inspector representing the Owner must be present during any service connections. All service connections must be performed by a Licensed Plumber.

Contract No. T201804301.01Addendum No. 2

May 7, 2020

Page 76A of 186

Specifications: DelDOT Standard Specifications Technical Specifications Contract Plans and Details These Special Provisions Submittals: In addition to the as-built drawings outlined in Technical Specifications, the Contractor shall submit sources of supply and catalog cuts to DelDOT for all materials furnished as part of Item 710500 as required by Standard Specification Section 106. The Contractor shall submit for review and approval by the Engineer a detailed plan for dewatering the work zone prior to beginning any water relocation work. It is intended to place all pipe and appurtenances in a “dry trench”. Refer to Technical Specifications for additional bedding details. The Contractor shall submit the proposed materials, procedure, and sequence of operations for review and approval by the Engineer and Owner prior to beginning work on any “wet taps”. Materials:

Furnish all materials for all materials related to the water main work. Material requirements are as listed in the plan details, the Technical Specification Sections and this Special Provision. Cast-in-place Concrete shall meet the requirements of Section 1022, Class B of the Delaware Standard Specifications. Borrow, Type C, or existing material meeting Borrow, Type C for backfilling shall conform to the requirements of Section 209 of the DelDOT Standard Specifications. Pipe foundation bedding shall meet Borrow, Type B, or existing material meeting Borrow, Type B requirements in accordance with Section 209 of the DelDOT Standard Specifications. Construction Methods: In accordance with the Technical Specifications, Contract Plans and this Special Provision.


May 7, 2020

Page 76B of 186

Measurement and Payment: General Requirements –

Price and payment for all breakout items listed as part of Item 710500 include excavation, dewatering, furnishing, installing, and removing sheeting, shoring, or trench boxes to meet OSHA requirements; backfill (including furnishing Type B and/or Type C Borrow), backfilling, and Testing to meet the requirements of the Owner. Also included in all items are, where necessary, concrete thrust blocks and restraints, tracing wire, and detector tape per Owner’s requirements. Also included are in all items are removing, cutting, capping, and/or abandoning existing facilities as described in the Contract Documents. Payment for all items also includes all labor, equipment, and incidentals needed to complete the item. Measurement for items identified in the Breakout Sheets with a Linear Foot unit will be made from end to end of the final length of installed pipe and fittings. Measurement will be made through any fittings with no deduction. The price for each item shall include furnishing and installing all materials to resolve any alignment conflict between a water main and storm sewer or other Utility pipe. Also included is any required temporary support of the pipe in conflict with the water main. Any excavation and backfill below the originally designed elevations due to unsuitable material shall be addressed in accordance with the Technical Specifications. Pavement Sawcutting, Roadway Patching materials (GABC and warm mix), removal of existing concrete, topsoil, seeding, and all Maintenance of Traffic items will be paid for separately under their respective bid items, if required by the contract documents. For Service Connections, the price per each shall also include installation of necessary service lateral pipe, labor and equipment necessary to adjust an existing service connection and/or meter box. Any new materials required will be furnished by the Owner. Also included in the price per each is the cost to have any service connections performed by a Licensed Plumber.

Payment Clarification – A percentage of the total Lump Sum bid price will be paid based on the work performed in each pay period. The percentage will be calculated by multiplying the total units of each completed Breakout Item times the appropriate unit price; then adding the total dollars of completed work, divided by the total Lump Sum bid price for item 710500, Installation of Water Mains and Accessories. Final payment may result in less than 100% of the total Lump Sum based on actual work performed. Should the Lump Sum total be exceeded, additional funds will be added by Change Order based on the best available estimate at the time.


May 7, 2020

Page 76C of 186


711501 - INSTALLATION OF SANITARY SEWER MAINS AND ACCESSORIES

Description:

This work consists of furnishing and installing all materials to relocate sewer mains, including Laterals, Cleanouts, Tie-ins, Fittings, and Manholes; relocate force mains, including Tie-ins, Fittings, Valves, Air Release and Vacuum Valves, and Structures; and other related items as shown on the plans and meeting the requirements of the applicable DelDOT Standard Specifications, these Special Provisions and the applicable Technical Specifications. The relocations are located in distinct sections as shown on the plans. Any requirements included on the plans that are not addressed by these Special Provisions, shall be performed in accordance with the Technical Specifications as part of the Town of Georgetown Design and Construction Standards for Water, Sewer, and Streets. The Contractor is advised to obtain and be fully acquainted with the applicable specifications of the Owner. Costs to comply are considered incidental to Item 711501. The Owner of the sanitary sewer on this project is Town of Georgetown and their Technical Specifications are available online. When referenced in these Special Provisions, or the Technical Specifications, the Owner is intended to be represented by an employee of Town of Georgetown. “Breakout Sheets” are included in the contract to establish unit prices for the items listed in the specific Breakout Sheet. The total of these unit prices multiplied by the estimated quantities, as totaled for all Breakout Sheets, will establish the total Lump Sum price to be submitted with the bid. Each listed item will be measured as a unit price item in the field. The final Lump Sum payment for Item 711501 will be adjusted by change order, either plus or minus, to match the final totals of all unit price items established in the Breakout Sheets. Breakout Item Description

S-1 8"FM Airport Rd Sta. 206+00 to Sand Hill Rd Sta. 221+50 [Lump Sum]

S-2 8"S US 9 Sta. 111+25 to Sta. 113+00 [Lump Sum] General Requirements: As listed in the Technical Specifications. Any and all emergency repairs required during the period of this Contract shall be the responsibility of the Contractor. In the event the Owner or Engineer is unable to contact the Contractor for the immediate emergency repair items of work, or in the event the Contractor does not take action when contacted within a reasonable length of time, the Owner of the utility reserves the right to attend to any and all emergency repair work items and to resubmit the costs directly to the Contractor for complete payment. An inspector representing the Owner must be present during any service connections. All service connections must be performed by a Licensed Plumber.


Page 77A of 186


Specifications: DelDOT Standard Specifications Technical Specifications Contract Plans and Details Sussex County Ordinance 38 These Special Provisions Submittals: In addition to the as-built drawings outlined in Technical Specifications, the Contractor shall submit sources of supply and catalog cuts to DelDOT for all materials furnished as part of Item 711501 as required by Standard Specification Section 106. The Contractor shall submit for review and approval by the Engineer a detailed plan for dewatering the work zone prior to beginning any water relocation work. It is intended to place all pipe and appurtenances in a “dry trench”. Refer to Technical Specifications for additional bedding details. The Contractor shall submit the proposed materials, procedure, and sequence of operations for review and approval by the Engineer and Owner prior to beginning work on any “wet taps”. Materials:

Furnish all materials for all materials related to the sanitary sewer work. Material requirements are as listed in the plan details, the Technical Specification Sections and this Special Provision. Cast-in-place Concrete shall meet the requirements of Section 1022, Class B of the Delaware Standard Specifications. Borrow, Type C, or existing material meeting Borrow, Type C for backfilling shall conform to the requirements of Section 209 of the DelDOT Standard Specifications. Pipe foundation bedding shall meet Borrow, Type B, or existing material meeting Borrow, Type B requirements in accordance with Section 209 of the DelDOT Standard Specifications. Construction Methods: In accordance with the Technical Specifications, Contract Plans and this Special Provision. Measurement and Payment: General Requirements –

Price and payment for all breakout items listed as part of Item 711501 include excavation, dewatering, furnishing, installing, and removing sheeting, shoring, or trench


Page 77B of 186


boxes to meet OSHA requirements; backfill (including furnishing Type B and/or Type C Borrow), backfilling, and Testing to meet the requirements of the Owner. Also included in all items are, where necessary, concrete thrust blocks and restraints, tracing wire, and detector tape per Owner’s requirements. Also included are in all items are removing, cutting, capping, and/or abandoning existing facilities as described in the Contract Documents. Payment for all items also includes all labor, equipment, and incidentals needed to complete the item. Measurement for items identified in the Breakout Sheets with a Linear Foot unit will be made from end to end of the final length of installed pipe and fittings. Measurement will be made through any fittings with no deduction. The price for each item shall include furnishing and installing all materials to resolve any alignment conflict between a sewer main, and water main, storm sewer, or other Utility pipe. Also included is any required temporary support of the pipe in conflict with the sewer main. Any excavation and backfill below the originally designed elevations due to unsuitable material shall be addressed in accordance with the Technical Specifications. Pavement Sawcutting, Roadway Patching materials (GABC and warm mix), removal of existing concrete, topsoil, seeding, and all Maintenance of Traffic items will be paid for separately under their respective bid items, if required by the contract documents. For Service Connections, the price per each shall also include installation of necessary service lateral pipe, labor and equipment necessary to adjust an existing service connection and/or meter box. Any new materials required will be furnished by the Owner. Also included in the price per each is the cost to have any service connections performed by a Licensed Plumber.

Payment Clarification – A percentage of the total Lump Sum bid price will be paid based on the work performed in each pay period. The percentage will be calculated by multiplying the total units of each completed Breakout Item times the appropriate unit price; then adding the total dollars of completed work, divided by the total Lump Sum bid price for item 711501, Installation of Sanitary Sewer Mains and Accessories. Final payment may result in less than 100% of the total Lump Sum based on actual work performed. Should the Lump Sum total be exceeded, additional funds will be added by Change Order based on the best available estimate at the time.


Page 77C of 186

Delaware Department of Transportation

05/05/2020 1:04:10 PM

AASHTOWare Project™ Version 4.2 Revision 026

Proposal ID: T201804301.01 Project(s): T201804301

Contractor:

0001 ROADSECTION:

Alt Set ID: Alt Mbr ID:

All figures must be typewritten

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber Dollars Cents Dollars Cents

0010 201000

CLEARING AND GRUBBING LUMP SUM _________._____LUMP SUM

0020 202000

EXCAVATION AND EMBANKMENT CY

31,395.000

_________._____ _________._____

0030 202003

UNDERCUT EXCAVATION CY

335.000

_________._____ _________._____

0040 204000

TEST HOLE CY

100.000

_________._____ _________._____

0050 207000

STRUCTURAL EXCAVATION CY

2,085.000

_________._____ _________._____

0060 209001

BORROW, TYPE A CY

2,054.000

_________._____ _________._____

0070 209002

BORROW, TYPE B CY

1,599.000

_________._____ _________._____

0080 209005

FURNISHING BORROW, TYPE C FORPIPE AND UTILITY TRENCHBACKFILL

CY

1,000.000

_________._____ _________._____

0090 209006

BORROW, TYPE F CY

100.000

_________._____ _________._____

0100 211000

REMOVAL OF STRUCTURES ANDOBSTRUCTIONS

LUMP SUM _________._____LUMP SUM

0110 211001

REMOVAL OF PORTLAND CEMENTCONCRETE PAVEMENT, CURB ANDSIDEWALK

SY

7,383.000

_________._____ _________._____

Proposal Schedule of Items Page 1 of 15



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Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0120 301001

GRADED AGGREGATE BASECOURSE, TYPE B

CY

8,562.000

_________._____ _________._____

0130 401005

SUPERPAVE TYPE C, PG 64-22(CARBONATE STONE)

TON

2,929.000

_________._____ _________._____

0140 401014

SUPERPAVE TYPE B, PG 64-22 TON

4,247.000

_________._____ _________._____

0150 401015

SUPERPAVE TYPE B, PG 70-22 TON

4,602.000

_________._____ _________._____

0160 401021

SUPERPAVE TYPE BCBC, PG 64-22 TON

7,289.000

_________._____ _________._____

0170 401045

SUPERPAVE TYPE C, PG 70-22 (NON-CARBONATE STONE)

TON

2,726.000

_________._____ _________._____

0180 501001

PORTLAND CEMENT CONCRETEPAVEMENT, 8"

SY

28.000

_________._____ _________._____

0190 501526

PATTERNED PORTLAN CEMENTCONCRETE, 8"

SF

2,654.000

_________._____ _________._____

0200 601032

REINFORCED CONCRETE PIPE, 15",CLASS IV

LF

639.000

_________._____ _________._____

0210 601033

REINFORCED CONCRETE PIPE, 18",CLASS IV

LF

971.000

_________._____ _________._____




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Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0220 601115

REINFORCED CONCRETEELLIPTICAL PIPE, 14" X 23", CLASS IV

LF

795.000

_________._____ _________._____

0230 601116


LF

616.000

_________._____ _________._____

0240 601119


LF

152.000

_________._____ _________._____

0250 601141

REINFORCED CONCRETE FLAREDEND SECTION, 15"

EACH

3.000

_________._____ _________._____

0260 601142

REINFORCED CONCRETE FLAREDEND SECTION, 18"

EACH

8.000

_________._____ _________._____

0270 601170

REINFORCED CONCRETE FLAREDEND SECTION, 14" X 23"

EACH

5.000

_________._____ _________._____

0280 601171

REINFORCED CONCRETE FLAREDEND SECTION, 19" X 30"

EACH

4.000

_________._____ _________._____

0290 601174

REINFORCED CONCRETE FLAREDEND SECTION, 27"X42"

EACH

1.000

_________._____ _________._____

0300 601505

DRAINAGE SAFETY END STRUCTURE EACH

2.000

_________._____ _________._____

0310 602003

DRAINAGE INLET, 34" X 24" EACH

13.000

_________._____ _________._____




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Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0320 602004


16.000

_________._____ _________._____

0330 602005


4.000

_________._____ _________._____

0340 602006


4.000

_________._____ _________._____

0350 602031

MANHOLE, 48" X 48" EACH

8.000

_________._____ _________._____

0360 602100

REPLACE DRAINAGE INLET GRATE(S) EACH

5.000

_________._____ _________._____

0370 602101

REPLACE DRAINAGE INLETFRAME(S)

EACH

5.000

_________._____ _________._____

0380 602130

ADJUSTING AND REPAIRINGEXISTING DRAINAGE INLET

EACH

6.000

_________._____ _________._____

0390 615518

3-INCH PVC PIPE FOR ROOF DRAINOUTFALL

LF

16.000

_________._____ _________._____

0400 701013

PORTLAND CEMENT CONCRETECURB, TYPE 1-8

LF

1,331.000

_________._____ _________._____

0410 701014

PORTLAND CEMENT CONCRETECURB, TYPE 2

LF

2,334.000

_________._____ _________._____

0420 701018

INTEGRAL PORTLAND CEMENTCONCRETE CURB AND GUTTER,TYPE 1-8

LF

6,181.000

_________._____ _________._____




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Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0430 701023

INTEGRAL PORTLAND CEMENTCONCRETE CURB AND GUTTER,TYPE 3-8

LF

498.000

_________._____ _________._____

0440 701027

PORTLAND CEMENT CONCRETECURB, TYPE 1-2 MODIFIED

LF

1,159.000

_________._____ _________._____

0450 701032

CURB OPENING, 4' OPENING EACH

1.000

_________._____ _________._____

0460 701510

CURB/SIDEWALK OPENING EACH

17.000

_________._____ _________._____

0470 702000

TRIANGULAR CHANNELIZINGISLANDS

SF

1,244.000

_________._____ _________._____

0480 705001

PORTLAND CEMENT CONCRETESIDEWALK, 4"

SF

13,506.000

_________._____ _________._____

0490 705002

PORTLAND CEMENT CONCRETESIDEWALK, 6"

SF

9,615.000

_________._____ _________._____

0500 705007

SIDEWALK SURFACE DETECTABLEWARNING SYSTEM

SF

334.000

_________._____ _________._____

0510 705521

PATTERNED PORTLAND CEMENTCONCRETE SIDEWALK, 8"

SF

280.000

_________._____ _________._____

0520 706000

MONUMENT EACH

6.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0530 706500

RIGHT-OF-WAY MARKER, CAPPEDREBAR

EACH

53.000

_________._____ _________._____

0540 707001

RIPRAP, R-4 SY

553.000

_________._____ _________._____

0550 708002

GEOTEXTILES, SEPARATION SY

4,750.000

_________._____ _________._____

0560 708003

GEOTEXTILES, RIPRAP SY

664.000

_________._____ _________._____

0570 709001

PERFORATED PIPE UNDERDRAINS,6"

LF

1,250.000

_________._____ _________._____

0580 709011

UNDERDRAIN OUTLET PIPE, 6" LF

157.000

_________._____ _________._____

0590 709017

UNDERDRAIN OUTLET EACH

4.000

_________._____ _________._____

0600 710002

ADJUST WATER VALVE BOXES EACH

13.000

_________._____ _________._____

0610 710500

INSTALLATION OF WATERMAIN ANDACCESSORIES


0620 711500

ADJUST AND REPAIR EXISTINGSANITARY MANHOLE

EACH

9.000

_________._____ _________._____

0630 711501

SANITARY SEWER SYSTEM LUMP SUM _________._____LUMP SUM




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0640 711502

ADJUST AND REPAIR EXISTINGSANITARY CLEANOUTS

EACH

8.000

_________._____ _________._____

0650 760010

PAVEMENT MILLING, BITUMINOUSCONCRETE PAVEMENT

SYIN

23,310.000

_________._____ _________._____

0660 762000

SAW CUTTING, BITUMINOUSCONCRETE

LF

2,158.000

_________._____ _________._____

0670 762001

SAW CUTTING, CONCRETE, FULLDEPTH

LF

90.000

_________._____ _________._____

0680 763000

INITIAL EXPENSE/DE-MOBILIZATION LUMP SUM _________._____LUMP SUM

0690 763501

CONSTRUCTION ENGINEERING LUMP SUM _________._____LUMP SUM

0.80000

0700 763503

TRAINEE HOUR

1,080.000

864.00_________._____

0710 763508

PROJECT CONTROL SYSTEMDEVELOPMENT PLAN


0720 763509

CPM SCHEDULE UPDATES AND/ORREVISED UPDATES

EAMO

17.000

_________._____ _________._____

0730 763597

UTILITY CONSTRUCTIONENGINEERING

HOUR

100.000

_________._____ _________._____

0740 763599

FIELD OFFICE, SPECIAL II EAMO

17.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0750 801000

MAINTENANCE OF TRAFFIC LUMP SUM _________._____LUMP SUM

0760 802003

ARROW PANELS TYPE C EADY

1,600.000

_________._____ _________._____

0770 803001

FURNISH AND MAINTAIN PORTABLECHANGEABLE MESSAGE SIGN

EADY

3,000.000

_________._____ _________._____

0780 804001

FURNISH AND MAINTAIN PORTABLELIGHT ASSEMBLY (FLOOD LIGHTS)

EADY

2,000.000

_________._____ _________._____

0790 805001

PLASTIC DRUMS EADY

82,400.000

_________._____ _________._____

75.00000

0800 806001

TRAFFIC OFFICERS HOUR

740.000

55,500.00_________._____

0810 808002

FURNISH AND MAINTAIN TRUCKMOUNTED ATTENUATOR, TYPE II

EADY

1,600.000

_________._____ _________._____

0820 810001

TEMPORARY WARNING SIGNS ANDPLAQUES

EADY

36,000.000

_________._____ _________._____

0830 811009

FLAGGER, SUSSEX COUNTY,FEDERAL

HOUR

14,000.000

_________._____ _________._____

0840 811018

FLAGGER, SUSSEX COUNTY,FEDERAL, OVERTIME

HOUR

2,800.000

_________._____ _________._____

0850 813001

TEMPORARY BARRICADES, TYPE III LFDY

148,000.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0860 817001

PAINTING OF WHITE OR YELLOW,SYMBOL/LEGEND

SF

55.000

_________._____ _________._____

0870 817002

PERMANENT PAVEMENT STRIPING,SYMBOL/LEGEND, ALKYD-THERMOPLASTIC

SF

9,640.000

_________._____ _________._____

0880 817003

TEMPORARY MARKINGS, PAINT, 4" LF

1,455.000

_________._____ _________._____

0890 817005

PERMANENT PAVEMENT STRIPING,ALKYD-THERMOPLASTIC, 5"

LF

45.000

_________._____ _________._____

0900 817006

PERMANENT PAVEMENT STRIPING,ALKYD-THERMOPLASTIC, 12"

LF

75.000

_________._____ _________._____

0910 817013

PERMANENT PAVEMENT STRIPING,EPOXY RESIN PAINT,WHITE/YELLOW, 5"

LF

70,865.000

_________._____ _________._____

0920 817014

PERMANENT PAVEMENT STRIPING,EPOXY RESIN PAINT,WHITE/YELLOW, 10"

LF

65.000

_________._____ _________._____

0930 817015

PREFORMED RETROREFLECTIVETHERMOPLASTIC MARKINGS, BIKESYMBOL

EACH

22.000

_________._____ _________._____

0940 817027

RAISED/RECESSED PAVEMENTMARKER

EACH

45.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


0950 817031

REMOVAL OF PAVEMENT STRIPING SF

13,500.000

_________._____ _________._____

0960 819018

INSTALLATION OR REMOVAL OFTRAFFIC SIGN(S) ON SINGLE SIGNPOST

EACH

163.000

_________._____ _________._____

0970 819019

INSTALLATION OR REMOVAL OFTRAFFIC SIGN(S) ON MULTIPLE SIGNPOSTS

SF

57.000

_________._____ _________._____

0980 825001

TUBULAR MARKERS EACH

6.000

_________._____ _________._____

0990 830001

CONDUIT JUNCTION WELL, TYPE 1,20" X 20" PRECAST CONCRETE

EACH

15.000

_________._____ _________._____

1000 830002

CONDUIT JUNCTION WELL, TYPE 4,20" X 42-1/2" PRECAST CONCRETE

EACH

12.000

_________._____ _________._____

1010 830003

CONDUIT JUNCTION WELL, TYPE 5,24" X 16" PRECAST CONCRETE

EACH

1.000

_________._____ _________._____

1020 830004

CONDUIT JUNCTION WELL, TYPE 7,36" X 60" PRECAST POLYMERCONCRETE

EACH

1.000

_________._____ _________._____

1030 830008

ADJUST OR REPAIR EXISTINGCONDUIT JUNCTION WELL

EACH

7.000

_________._____ _________._____

1040 830010

REMOVAL OF EXISTING JUNCTIONWELL

EACH

7.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


1050 831514

FURNISH AND INSTALL 2-1/2"SCHEDULE 80 PVC CONDUIT(TRENCH)

LF

60.000

_________._____ _________._____

1060 831515

FURNISH AND INSTALL 3" SCHEDULE80 PVC CONDUIT (TRENCH)

LF

885.000

_________._____ _________._____

1070 831516

FURNISH AND INSTALL 4" SCHEDULE80 PVC CONDUIT (TRENCH)

LF

4,310.000

_________._____ _________._____

1080 831523

FURNISH AND INSTALL 2"GALVANIZED CONDUIT (TRENCH)

LF

100.000

_________._____ _________._____

1090 831545

FURNISH AND INSTALL 4" HDPE SDR-13.5 CONDUIT (BORE)

LF

1,085.000

_________._____ _________._____

1100 831574

FURNISH AND INSTALL SECOND ANDSUBSEQUENT ADDITIONAL 4"SCHEDULE 80 PVC CONDUIT INTRENCH OR OPEN CUT

LF

75.000

_________._____ _________._____

1110 832006

FURNISH AND INSTALL 1-CONDUCTOR #2 AWG STRANDEDCOPPER, TYPE USE-2

LF

80.000

_________._____ _________._____

1120 832008

FURNISH AND INSTALL 1-CONDUCTOR #6 STRANDEDCOPPER, TYPE USE-2

LF

8,525.000

_________._____ _________._____

1130 834001

POLE BASE, TYPE 3 EACH

1.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


1140 834003

POLE BASE, TYPE 3B EACH

2.000

_________._____ _________._____

1150 834005

POLE BASE, TYPE 4A EACH

6.000

_________._____ _________._____

1160 834006

POLE BASE, TYPE 6 EACH

10.000

_________._____ _________._____

1170 834007

POLE BASE EXTENSION CF

30.000

_________._____ _________._____

1180 834501

PARTIAL REMOVAL OF CONCRETEPOLE BASES AND CABINETFOUNDATIONS

CY

2.000

_________._____ _________._____

1190 835002

CABINET BASE TYPE M EACH

1.000

_________._____ _________._____

1200 835003

CABINET BASE TYPE P EACH

1.000

_________._____ _________._____

1210 835004

CABINET BASE TYPE R EACH

1.000

_________._____ _________._____

1220 842501

FURNISH AND INSTALL ELECTRICUTILITY SERVICE EQUIPMENT120/240 (100 AMP)

EACH

1.000

_________._____ _________._____

1230 846001

FURNISH AND INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN1/4" FLEXIBLE TUBING IN A LOOPSAWCUT

LF

1,070.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


1240 846002

FURNISH AND INSTALL A 1-1/2 INCHGALVANIZED RIGID METAL CONDUITDETECTOR SLEEVE WITH LOOPWIRE

LF

35.000

_________._____ _________._____

1250 847004

LIGHTING CONTROL ANDDISTRIBUTION ENCLOSURE(120/240;100 AMP)

EACH

1.000

_________._____ _________._____

1260 850503

LUMINAIRE (LED), 160 WATTS EACH

10.000

_________._____ _________._____

1270 851504

ALUMINUM LIGHTING SINGLE DAVITARM, 15' ARM SPREAD

EACH

10.000

_________._____ _________._____

1280 851506

ALUMINUM LIGHTING STANDARD, 30'POLE

EACH

10.000

_________._____ _________._____

1290 851515

PARKING LOT LIGHTING SYSTEM LUMP SUM _________._____LUMP SUM

1300 905001

SILT FENCE LF

4,278.000

_________._____ _________._____

1310 905004

INLET SEDIMENT CONTROL,DRAINAGE INLET

EACH

35.000

_________._____ _________._____

1320 905005

INLET SEDIMENT CONTROL, CURBINLET

EACH

63.000

_________._____ _________._____

1330 906001

PORTABLE SEDIMENT TANK EACH

6.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


1340 906003

SUMP PIT EACH

13.000

_________._____ _________._____

1350 906004

SKIMMER DEWATERING DEVICE EACH

2.000

_________._____ _________._____

1360 907017

COMPOST FILTER LOGS LF

139.000

_________._____ _________._____

1370 907500

TEMPORARY SWALE, TYPE A-1 LF

109.000

_________._____ _________._____

1380 907506

EARTH DIKE, TYPE A-1 LF

693.000

_________._____ _________._____

1390 908004

TOPSOIL, 6" DEPTH SY

2,000.000

_________._____ _________._____

1400 908010

TOPSOILING, 6" DEPTH SY

49,500.000

_________._____ _________._____

1410 908015

PERMANENT GRASS SEEDING,STORMWATER

SY

49,470.000

_________._____ _________._____

1420 908017

TEMPORARY GRASS SEEDING SY

42,100.000

_________._____ _________._____

1430 908020

EROSION CONTROL BLANKETMULCH

SY

25,850.000

_________._____ _________._____

1440 908021

TURF REINFORCEMENT MATTING,TYPE 1

SY

23,620.000

_________._____ _________._____

1450 908023

STABILIZED CONSTRUCTIONENTRANCE

SY

1,620.000

_________._____ _________._____




05/05/2020 1:04:10 PM



Contractor:

0001 ROADSECTION:




UnitsDescription

Item IDProposal


1460 910006

OUTLET STRUCTURE EACH

5.000

_________._____ _________._____

1470 910008

STORMWATER MANAGEMENT POND CY

24,690.000

_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____



BREAKOUT SHEETINSTRUCTIONS

BREAKOUT SHEET(S) MUST BE SUBMITTED EITHER WITH YOUR BID DOCUMENTS; OR

WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE BID DUE DATE BY THE LOWEST

APPARENT BIDDER.

BREAKOUT SHEETS ARE TO BE SUBMITTED TO DELDOT'S CONTRACT ADMINISTRATION AS

SHOWN BELOW. BREAKOUT SHEETS CANNOT BE CHANGED AFTER AWARD. THE

DEPARTMENT WILL REVIEW THE FIGURES SUBMITTED ON THE BREAKOUT SHEET(S) TO

ENSURE THEY MATCH THE RESPECTIVE LUMP SUM BID AMOUNT(S). MATHEMATICALLY

INCORRECT BREAKOUT SHEETS WILL BE RETURNED FOR IMMEDIATE CORRECTION.

BREAKOUT SHEETS MAY BE SUBMITTED;

VIA E-MAIL TO: [email protected] SUBJECT: T201804301.01 Breakout Sheet

OR MAILED TO: DELDOTCONTRACT ADMINISTRATIONPO BOX 778, DOVER, DE 19903

'BREAKOUT SHEET' AND THE PROJECT NUMBER MUST APPEAR ON THE ENVELOPE.


Page 182A of 186

"ATTENTION"

TO BIDDERS

BREAKOUT SHEET(S) MUST BE SUBMITTED EITHER WITH YOUR BID DOCUMENTS; OR

WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE BID DUE DATE BY THE LOWEST

APPARENT BIDDER.

BREAKOUT SHEETS ARE TO BE SUBMITTED TO DELDOT'S CONTRACT ADMINISTRATION AS

SHOWN BELOW. BREAKOUT SHEETS CANNOT BE CHANGED AFTER AWARD. THE

DEPARTMENT WILL REVIEW THE FIGURES SUBMITTED ON THE BREAKOUT SHEET(S) TO

ENSURE THEY MATCH THE RESPECTIVE LUMP SUM BID AMOUNT(S). MATHEMATICALLY

INCORRECT BREAKOUT SHEETS WILL BE RETURNED FOR IMMEDIATE CORRECTION.

BREAKOUT SHEETS MAY BE SUBMITTED;

VIA E-MAIL TO: [email protected] SUBJECT: T201804301.01 Breakout Sheet

OR MAILED TO: DELDOTCONTRACT ADMINISTRATIONPO BOX 778, DOVER, DE 19903

'BREAKOUT SHEET' AND THE PROJECT NUMBER MUST APPEAR ON THE ENVELOPE.


Page 182B of 186

BREAKOUT SHEET - 1 CONTRACT NO. T201804301 ITEM 710500 – Installation of Water Mains and Accessories, W-1, 8"W US 9 (Market St) Sta. 101+00 to Sand Hill Rd Sta. 213+50 ITEM NO.

APPROX. QTY.

UNIT OF MEASURE DESCRIPTION UNIT PRICE AMOUNT

1 1 EA Furnish & Install 8” DIP, 90-degree bend $ $

2 4 EA Furnish & Install 8” DIP, 22.5-degree bend $ $

3 6 EA Furnish & Install 8” DIP,11.25-degree bend $ $


5 450 LF Furnish & Install 1” Service Line $ $

6 1100 LF Furnish & Install 8” PVC $ $

7 8 EA Furnish & Install meter and meter yoke, 1”x1” $ $

8 1 EA Furnish & Install New Fire Hydrant Assembly (includes tee and 6” valve)

$ $

SUBTOTAL ITEM 710500 – Installation of Water Mains and Accessories $ ____________________ (SUB TOTAL LUMP SUM BID PRICE FOR ITEM 710500)


Page 182C of 186

BREAKOUT SHEET - 2 CONTRACT NO. T201804301 ITEM 710500 – Installation of Water Mains and Accessories, W-2, 10"W Airport Rd Sta. 206+00 to Sand Hill Rd Sta. 214+00 ITEM NO.

APPROX. QTY.



2 2 EA Furnish & Install 10” DIP,11.25-degree bend $ $



5 1 EA Furnish & Install 10”x8” DIP Reducer $ $

6 1 EA Furnish & Install 8”x8” DIP Tee $ $


8 215 LF Furnish & Install 16” Steel Casing $ $

9 1 EA Furnish & Install New Fire Hydrant Assembly (includes tee and valve) $ $

SUBTOTAL ITEM 710500 – Installation of Water Mains and Accessories $ ____________________ (SUB TOTAL LUMP SUM BID PRICE FOR ITEM 710500)


Page 182D of 186

BREAKOUT SHEET - 3 CONTRACT NO. T201804301 ITEM 710500 – Installation of Water Mains and Accessories, W-3, Existing Line, W-3, 8"W Cheer Center ITEM NO.

APPROX. QTY.




SUBTOTAL ITEM 710500 – Installation of Water Mains and Accessories $ ________________ (SUBTOTAL LUMP SUM BID PRICE FOR ITEM 710500)


Page 182E of 186

BREAKOUT SHEET SUMMARY CONTRACT NO. T201804301 ITEM 710500 – Installation of Water Mains and Accessories, Existing Line

BREAKOUT SHEET SUBTOTAL LUMP SUM

1 $

2 $

3 $

TOTAL LUMP SUM BID PRICE FOR ITEM 710500 Installation of Water Mains and Accessories =

$


Page 182F of 186

BREAKOUT SHEET - 1 CONTRACT NO. T201804301 ITEM 711501 – Installation of Sewer Mains and Accessories, S-1, 8"FM Airport Rd Sta. 206+00 to Sand Hill Rd Sta. 221+50 ITEM NO.

APPROX. QTY.






5 100 LF Furnish & Install 12” Steel Casing $ $


7 3 EA Furnish & Install Air Release Valve $ $

SUBTOTAL ITEM 711501 – Installation of Sewer Mains and Accessories $ ____________________

(SUB TOTAL LUMP SUM BID PRICE FOR ITEM 711501)


Page 182G of 186

BREAKOUT SHEET - 2 CONTRACT NO. T201804301 ITEM 711501 – Installation of Sewer Mains and Accessories, S-2, 8"S US 9 Sta. 111+25 to Sta. 113+00 ITEM NO.

APPROX. QTY.


1 250 EA Furnish & Install 8” PVC $ $

2 3 EA Furnish & Install Precast Concrete Manholes $ $

3 5 VF Furnish & Install Manhole Additional Feet $ $

SUBTOTAL ITEM 711501 – Installation of Sewer Mains and Accessories $ ____________________

(SUB TOTAL LUMP SUM BID PRICE FOR ITEM 711501)


Page 182H of 186

BREAKOUT SHEET SUMMARY CONTRACT NO. T201804301 ITEM 711501 – Installation of Sewer Mains and Accessories, Existing Line

BREAKOUT SHEET SUBTOTAL LUMP SUM

1 $

2 $

TOTAL LUMP SUM BID PRICE FOR ITEM 711501 Installation of Sewer Mains and Accessories =

$


Page 182I of 186

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDA / REVISIONS SECTION

SHEET NO.

N:\

3198

5-015\

CA

DD\

AR

01.d

gn

5/1/2

02

011:1

9:3

6

AM

3

GATEWAY IMPROVEMENTSSUSSEX

AR-01

WRA

NOT TO SCALEGEORGETOWN EAST T201804301

ADDENDA ANDREVISIONS

SEAL

ADDENDUM PREPARED BY

139, 142-143, 149, 152-153.

102, 118, 123, 127, 129, 133, 135-136,

3, 16-20, 23, 26-27, 54, 82, 95, 99,

SHEETS CHANGED UNDER ADDENDUM #2:

THIS SEAL APPLIES TO THE FOLLOWING

2

Whitman, Requardt and Associates, LLPEngineers Architects Environmental Planners Est. 1915

DATE

ADDED ADDENDUM #2 SIGNATURE BLOCK. RWILLS - 5/1/20

Wills, Robert

QC STamp_3

Wills, Robert

QC STamp_4

Wills, Robert

QC STamp_5

50+00 55+00 60+00

PO

B 50

+00.0

0

100+00

PO

B 98

+00.00

REBAR & CAP

REBAR & CAP REBAR & CAPTP115 TP114

TP120

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

HV

01.d

gn

5/1/2

02

08:5

6:3

6

AM

US 9 (S 18, MARKET STREET)

30019

668331.3269 30019 253941.98190.00'50+00.00

STATION OFFSET EASTINGNORTHING

HORIZONTAL / VERTICAL CONTROL DATA

ELEVATIONPOINT STATION OFFSET EASTINGNORTHING

CONSTRUCTION ALIGNMENT CONTROL

POINT

30024 668798.8427254119.26380.00'55+00.00

30025 669266.3586254296.54580.00'60+00.00


R / W BASELINE ALIGNMENT CONTROL US 9 (WEST)

POINT

10000

SCALE

FEET

0 60 120 180

10000 0.00'

CONSTRUCTION AND RIGHT OF WAY BASELINE US 9 (S 18, MARKET STREET)

TP120 100+28.58 -47.94' 254293.1648 48.89'669122.2246

TP114 100+86.49 25.73' 254244.8113 48.87'669202.4899

TP115 254178.7817 49.16'669026.1597

EXISTING RIGHT-OF-WAY BASELINE US 9 (WEST)

N

MA

TC

H

LIN

E S

TA. 10

2+

00 - H

V-02

98+00.00 254167.2887 668925.4906

98+98.20 24.95'

RRW

JAD


HV-01

WRAGEORGETOWN EAST

16

T201804301HORIZONTAL AND

VERTICAL CONTROL

NOTES:

1. NEGATIVE (-) DENOTES LEFT OFFSET. VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.

PLANE COORDINATE SYSTEM (NAD 83/91). (NAD 83/2011).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

DATUM REFERENCE:

2

2 REVISED DATUM REFERENCE NOTE. R. WILLS - 5/1/20

210

+00

215

+00

PC 213+33.49

PT 216+94.65

PI 208+72.4

6

PI 215+15.78

0+00

5+00

0+00

5+00

65+00

70+0

0

PC

63

+07.4

5

PI 6

6+82.8

7

40+0

0

45+00

PC 39+38.5

8

PT 4

5+66.0

8

PI 4

2+57.4

5

PT 70

+48.8

4

BA

CK

=

PO

B 38

+22.4

5

AH

EA

D

PT 211+37.08POT 212+10.32 (AIRPORT ROAD/SAND HILL ROAD, S319)

POC 110+77.61 (US 9, S 18, MARKET STREET) =

US 9 (W

EST) =

EXISTI

NG RI

GHT-OF-

WAY

BASELINE

POC 66

+93.

80

AIRPORT

ROAD (S 3

19)

EXISTI

NG RI

GHT-OF-

WAY

BASELINE

POB 0+0

0.00

US 9 (WEST) =

EXISTING RIGHT-OF-WAY BASELINE

POC 67+66.96

SAND HILL ROAD (S 319)


POB 0+00.00

500+00

PO

B 499+50.00

PC 500+80.27

PT 501+

29.78

PC 502+

34.58

PT 502+88.07

PI 5

01+

06.3

8

PI 502+62.80

105+00

110+00

115+00

120+00

PC 10

4+77.00

PT 111+

53.52

PC 113+62.03

PT 11

9+50.53

PI 10

8+19.14

PI 11

6+60.66

REBAR & CAP

TP113

& CAPREBAR

TP112

& CAPREBAR

& CAPREBAR

TP109

TP146

& CAPREBAR

& CAPREBAR

TP145

TP81

& CAPREBAR

TP 83

& CAPREBAR & CAP

REBARTP 139

& CAPREBAR

TP138

& CAPREBAR

TP130

& CAPREBAR

TP103

& CAPREBAR

TP105

& CAPREBAR

TP106

& CAPREBAR

TP132

& CAPREBAR

TP136

& CAPREBAR

TP133

& CAPREBAR

TP131

TP104

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

HV

02.d

gn

5/1/2

02

08:5

6:3

8

AM

30003

30018

30016

30015

30006

30012

30011

30001

10001

10002

10004 10005

10006

10008

10022

10024

10025

10026

10028

STATION OFFSET EASTINGNORTHING ELEVATIONPOINT


STATION OFFSET EASTINGNORTHINGPOINT

30001 669898.8128254578.02210.00'0+00.00

AIRPORT ROADR / W BASELINE ALIGNMENT CONTROL

STATION OFFSET EASTINGNORTHINGPOINT

30003 669959.8528254618.35410.00'0+00.00

30020 670037.6510255112.26445+00.00 0.00'

SAND HILL ROADR / W BASELINE ALIGNMENT CONTROL

1

1

1

2

2

2

3

3

4

4

4

21

21

21

20

20

20

AIRPORT ROAD (S 319)




EXISTING RIGHT-OF-WAY BASELINE US 9 (EAST)

BASELINE US 9 (WEST)

EXISTING RIGHT-OF-WAY

10

10

10

11

11

11

10100

10101

10102

10104

10105

10106

10108



POINT

10100 499+50.00 0.00' 254865.4976 669929.8741

CIRCULAR CURVE NO. 1

STATION NORTHING EASTING

Tangent Direction: N 48°06'35.0469" E

Radial Direction: S 41°53'24.9531" E

Chord Direction: N 58°40'17.4235" E



External: 31.6246

Middle Ordinate: 31.0888

Chord: 672.6944

Tangent: 342.1438

Length: 676.5193

Degree of Curvature(Arc): 3°07'20.5889"

Delta: 21°07'24.7531" Left

Superelevation: -3.5100%

Design Speed(mph): 40.0000

Radius: 1835.0000

PT ( 10004) 111+53.52 254757.0919 670133.1230

CC ( 10003) 256123.1118 668907.8823

PI ( 10002) 108+19.14 254528.6404 669878.4225

PC ( 10001) 104+77.00 254407.3285 669558.5071

Element: Circular

SCALE

FEET

0 60 120 180


RIGHT OF WAY BASELINE

CONSTRUCTION AND

US 9 (S 18, LEWES-GEORGETOWN HIGHWAY)

CONSTRUCTION AND RIGHT OF WAY BASELINE



CONSTRUCTION AND

EXIS

TIN

G S

AN

D

HIL

L R

OA

D (S 319)

CLA

RK

DRIV

E


)91

3

S(

DA

OR

LLI

H

DN

AS

DE

SO

PO

RP

)YAWHGIH NWOTEGROEG-SEWEL ,81 S( 9 SU

TP81 207+63.82 254305.8211 670248.5196 49.18'

TP83 208+39.49 254406.5370 670274.6847 48.60'

110+15.77 254696.8592 670005.8214 47.47'

500+97.00 254855.3863 669769.5275 47.11'

502+85.28 255038.0123 669731.7393 47.84'

106+74.76

255118.0574 669667.5144 49.05'

104+50.36

254518.3167 669723.5026 47.41'

103+01.61

30.01' 254369.8252 669544.2339 48.59'

30.94' 254316.2097 669405.4848 47.93'

110+51.77

114+82.03

30.94' 254667.1470 670074.8846 47.93'

116+85.15

254990.6124 670367.3572 48.96'

119+98.90

255102.5156 670540.8530 48.72'

118+20.45

255224.7910 670833.5946 48.08'

113+10.07

24.23' 255119.6011 670682.6003 47.79'

208+38.05

254724.3632 670372.7695 46.57'

254429.1853 670315.8427 47.91'

208+65.24

107+45.50

254301.3745 670033.6103 47.68'

41.63' 254484.1711 669821.9924 47.51'

TP103

TP104

TP105

TP106

TP109

TP112

TP113

TP130

TP131

TP132

TP133

TP136

TP138

TP139

TP145

TP146

503+56.22

-164.94'

143.70'

184.38'

-23.52'

-22.06'

-22.64'

-34.83'

-29.55'

-38.32'

-35.09'

96.74'

20.07'

46.37'

EXIS

TIN

G

AIR

PO

RT R

OA

D (S 319)

)91

3

S(

DA

OR

TR

OP

RIA

DE

SO

PO

RP


CONSTRUCTION BASELINE

N

CLARK DRIVE


MA

TC

H

LIN

E S

TA. 10

2+

00 - H

V-01

MATCH LIN

E STA. 2

07+00

- HV-0

5

MA

TC

H

LIN

E S

TA. 12

0+

00 - H

V-03

MATCH LINE STA. 217+

00 - HV-04

RRW

JAD


HV-02

WRAGEORGETOWN EAST

17


VERTICAL CONTROL

NOTES:

2.

1.

NEGATIVE (-) DENOTES LEFT OFFSET.

SEE THIS SHEET AND SHEET HV-06 FOR CURVE DATA CHARTS. VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.



DATUM REFERENCE:

2


50+00 55+00

PO

E 55

+00.0

0

120+00

PO

E 12

2+50.00

& CAPREBAR

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

HV

03.d

gn

5/1/2

02

08:5

6:3

9

AM


30014

10009

671689.5726255476.6835


R / W BASELINE ALIGNMENT CONTROL US 9 (WEST)

POINT

30014 0.00'55+00.00



POINT

10009 122+50.00 0.00' 255279.6205 671079.7593

30026 671213.7979255322.935550+00.00 0.00'

SCALE

FEET

0 60 120 180

CONSTRUCTION AND RIGHT OF WAY BASELINE US 9 (S 18, LEWES-GEORGETOWN HIGHWAY)

EXISTING RIGHT-OF-WAY BASELINE US 9 (EAST)

N

MA

TC

H

LIN

E S

TA. 12

0+

00 - H

V-02

RRW

JAD


HV-03

WRAGEORGETOWN EAST

18


VERTICAL CONTROL

NOTES:

1. NEGATIVE (-) DENOTES LEFT OFFSET. VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.



DATUM REFERENCE:

2


220+00 225+00 230+00 235+00

PO

E 236

+00.00

10+00 15+00 20+00

PO

E 24

+00.0

0

PI 4

2+57.4

5

505+00

510

+00

PC 507

+56.71

PT 508+57.20

PI 5

08+20.6

7

POE 511+29.95 (CLARK DRIVE)PC 0+00.00/PT 2+95.29 (ROUNDABOUT)

0+00

POT 220+30.30 (SAND HILL ROAD, S 319) =POT 219+83.31 (SAND HILL ROAD, S 319) =

REBAR & CAP

TP102

& CAPREBAR

TP100

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

HV

04.d

gn

5/1/2

02

08:5

6:4

1 A

M




30004



ELEVATIONPOINT

256989.1238 670333.2840 30004 24+00.00 0.00'



POINT

10034



POINT

10029 235+00.00 0.00' 256971.6069 670330.5249

10032 230+00.00 0.00' 256477.6966 670252.7267

10031 225+00.00 0.00' 255983.7862 670174.9285

10030 220+00.00 0.00' 255489.8759 670097.1303

670115.4491255606.1748

670193.2473

670271.0455256593.9955

256100.7603

30021 10+00.00

30022 15+00.00

30023 20+00.00

0.00'

0.00'

0.00'

12

12

12

13





10109

10110

10112

10116

10113

10115

10117

SCALE

FEET

0 60 120 180



CONSTRUCTION AND

CLARK DRIVE

217+83.57 20.73' 255272.8586 670083.9340 47.31'TP102

221+53.26 255647.8474 670079.2293 46.61'TP100 -42.26'

CLARK DRIVE

BASELINE

CONSTRUCTION

N

MA

TC

H

LIN

E S

TA. 217

+00 - H

V-02

Tangent Direction: S 81°02'55.0178" E

Radial Direction: S 8°57'04.9822" W




External: 26.4825

Middle Ordinate: 18.7316

Chord: 90.4825

Tangent: 63.9616

Length: 100.4926


Delta: 89°57'56.3433" Right

Radius: 64.0000

PT ( 10112) 508+57.20 255562.2471 669832.4233

CC ( 10111) 255499.0266 669822.4652

PI ( 10110) 508+20.67 255572.1993 669769.2407

PC ( 10109) 507+56.71 255509.0227 669759.2506

Element: Circular

Tangent Direction: S 81°02'43.2358" E

08°57'16.7642" W Radial Direction: S


Radial Direction: N 08°57'16.7642" E

Tangent Direction: N 81°02'43.2358" W

External:

Middle Ordinate:

Chord: 94.00

Tangent:

Length: 295.2913


Delta: 180°00'00.0000" Right

Radius: 47.00

255473.3872 670094.53312+95.29( 10116) PT

255566.2357 670109.16361+47.65( 10115) PCC

255519.8114 670101.8484( 10114) CC

255473.3872 670094.53310+00.00( 10113) PC

Element: Circular

10117 511+29.95 0.00' 255519.8092 670101.8453

NOTES:

1. NEGATIVE (-) DENOTES LEFT OFFSET.

10034 236+00.00 0.00' 257045.0773 670342.0975

ROUNDABOUT


WRA

HV-04

SUSSEX

GATEWAY IMPROVEMENTSGEORGETOWN EAST

19

T201804301

JAD

RRW

HORIZONTAL ANDVERTICAL CONTROL

VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.



DATUM REFERENCE:

2


200+00 205+00

PO

B 19

7+00.00

PC 205

+87.95

5+00

10+0015+00

PO

E 18

+82.6

4REBAR & CAP

REBAR & CAP

SPIKE

MAG NAIL

TP144

TP76

TP78

TP143

REBAR & CAP

REBAR & CAPTP140

TP141

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

HV

05.d

gn

5/1/2

02

08:5

6:4

2

AM


EXISTING RIGHT-OF-WAY BASELINE AIRPORT ROAD (S 319)

30002

671280.5341253299.27440.00'18+82.6430002



ELEVATIONPOINT

POINT STATION


OFFSET NORTHING EASTING

10021



POINT

10020 200+00.00 0.00' 253762.9466 670779.5238

10033 205+00.00 0.00' 254102.5614 670412.5609

30008 670632.7386253898.79250.00'10+00.00

670999.7016253559.17770.00'15+00.0030009

3

SCALE

FEET

0 60 120 180



CONSTRUCTION AND

TP76 201+54.24 253910.6286 670706.0426 48.31'

TP78 205+70.92 254240.3110 670443.4203 49.23'122.06'

202+69.50

205+69.15

253856.9084 670499.2757 50.44'

254062.8291 670281.5642 48.94'

TP143

TP144 -118.14'

-121.39'

58.48'

N

MA

TC

H

LIN

E S

TA. 207+

00 - H

V-02

10019 197+00.00 0.00' 253559.1777 670999.7016

10019

NOTES:

2.

1.

NEGATIVE (-) DENOTES LEFT OFFSET.

SEE SHEET HV-06 FOR CURVE DATA CHARTS.

205+67.57

203+29.19

254165.2719 670378.5284 48.98'

253959.9144 670513.2787 48.54'

TP140

TP141 -36.28'

22.91'

WRA

HV-05

SUSSEX


20

T201804301

JAD

RRW

HORIZONTAL ANDVERTICAL CONTROL

VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.



DATUM REFERENCE:

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CP

02.d

gn

5/1/2

02

08:5

6:5

2

AM

UU

U

#MV1

6" CHERRY

GRASSGRASS

12"DPE

MIX

HOT

CIN

DERS

+

SM

AL

L

TR

EE

S

PA

TIO

ST

ON

E

POND

VINYL MOBILE TRAILER

SHED

METAL

GR

AV

EL

GR

AV

EL

ST

ON

ES

SPIKE

12"

RC

P

12" RCP

24"

HDP

E

12"

RC

P

12"

RCP

SHED

WOOD

SHED

WOOD

D.I.

D.I.

HOT

MIX

#VC53GRAVEL

DPL

#52

05259

#53546/

CONC W

EIR

PCC CURB TYPE 3-6

PCC CURB TYPE 3-6

TYPE 1-

6

PC

C

CU

RB

27"

X4

2"

RC

EP

CAP&

REBARTP130

12" RCP 12"

RC

P

X

X

6" 6"

WR

A14

7

N:2

54

225.8

690

RE

BA

R

&

CA

P

CO

NC

VINYL

BLOCK AND

1 STORY

CEDAR

5" 1

GRASS

MIX

HOT

MIX

HOT

GRASS

CONC

HOT MIX

OPTIC

FIBER

BURIED

GRASS

REBAR & CAP

TP108

EL = 50.06'

"+" CUT

FLANGE BOLT FH

ROADSIDE

BM - #3

& CAP

REBAR

TP109

GRAVEL

REBAR & CAP

TP138

GRASS

GRASS

GRASS

#10B8"

14" TWIN PINE

GRAVEL

6" TWIN

MAPLE

8" CLUSTER

16" PINE

PINE

12" 1

12" PINE

12" MAPLE

GRASS

GRAVEL

CEDAR12"

CEDAR12"

GRASS

MULBERRY15"

MULBERRY12"

CHERRY10"

GRASS

CLUSTER4"

GRASS

POND

REBAR & CAP

TP110

GRASS

GRASS

& CAPREBARTP103

GRASS

GRASS

SOYBEAN

HOT MIX

MYRTLE6" CLUSTER

GRASS

SHRUBSSMALL

MYRTLE4" CLUSTER

CEDAR8"

8"

28"

SHEDVINYL

SHEDMETAL

05273

#53536/

DPL

05284

#53548/

DPL

05275

#53525/

DPL

05263

#53522/

DPL

05258

#58519/

DPL

MAPLE

6"

FRAME

WOOD

1 STORY

TWIN

6"

05249

#53523/

DPL

D.I.

CEDAR

4X1"

TWIN

2"

4" CLUSTER

TRIPLE

5" MAPLE

30"

SPIKE

TP86

05256

#53526/

DPL

SPIKE

TP85

05294

#53562/

DPL

PA

TIO

CO

NC

PIN

E16" 1

WVU

U

EM

EM

EM

CAPREBAR &

TP104

DP&L

05249

#53499/

DPL

05244

#53502/

+

+

P.B. 62-346

EASEMENT #5

EXISTING DRAINAGE EASEMENT

16.77'

P.B. 91-36

D.R. 3024-328,

GRANTED TO DELDOT

PERMANENT EASEMENT

40'

30'

25'25'

30'

30'

15'

10' DRAINAGE EASEMENT PB 70-26

30'

30'

30'

30'

45'

105'

105'

55'

105'

P.B. 39-185

D.R. 2052-152

AND MARTHA O. HERNANDEZ

ALEJANDRO C. HERNANDEZ

135-15.00-119.03

LOT 2

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117

ACADEMY FOUNDATION, INC.

SUSSEX PREPARATORY

135-15.00-119.02

P.B. 198-94

D.R. 4156-158

CHEER, INC.

135-15.00-25.01

P.B. 198-94

D.R. 4156-158

CHEER, INC.

135-15.00-25.01

30'

P.B. 60-90

D.R. 4148-165

STERLING SQUARE, LLC

135-15.00-115.06

LOT 1

P.B. 60-90

D.R. 4410-107


135-15.00-115.09

LOT 3

P.B. 91-36

D.R. 3102-291

GEORGETOWN EAST PARK CENTER, LLC

135-15.00-39.01

LOT 1

P.B. 91-36

D.R. 3102-291

PARK CENTER, LLC

GEORGETOWN EAST

135-15.00-39.01

DELDOT ACQUISITION

PARCEL A FUTURE

D.R. 2345-93

CHEER APARTMENTS, LP

135-15.00-26.01

EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

30'

40'

TCE-1TCE-1

TC

E-1

P.B.

39-185

P.B.

70-26

P.B.

214-117

D.R.

4136-117

FO

UN

DA

TIO

N, IN

C.

AC

AD

EM

Y

PR

EP

AR

AT

OR

YS

US

SE

X

135-15.0

0-119.0

2

45'

TCE

D.R. 3057-80

GRANTED TO DELDOT

PERMANENT EASEMENT

DELMARVA RIGHT OF WAY - D.R. 1409-259 - P.B. 91-36

R/W-1

110'

175'

R/W

15'

P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

R/

W

R/

W

R/

W

P.B. 60-90

D.R. 4410-107

LLC

STERLING SQUARE,

135-15.00-115.08

LOT 2

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

P.B. 62-346

D.R. 2004-182

SUSSEX COUNTY SENIOR SERVICES, INC.

135-15.00-26.03

PARCEL C

25'

25'

7-R

11-R

8-R

12-R

10-R

13-R

5-L

6-L

9-L

11-L

PER PB 129-53.

ACCESS AND DRAINAGE

EASEMENT FOR CROSS

20' WIDE PERMANENT

PE-1

R/

W

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

LOC

211

+00

212

+00

213

+00

214

+00

PT 211+37.08

PC 213+33.49

500+00

501+

00

POB 499+50.0

0

PC 500+80.2

7

PT 501+29.78

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

PT 11

1+53.52

PC 11

3+62.03

0+00

1+00

0+00

1+00

2+00

3+00

65+00

66+00

67+00

68+0069+00 70+00

39+00

40+00

SV

SV

SV

8" TG-W (B)

8"

TG-S (B)

VE

R-C (B)

VE

R-

C (B)

VE

R-F

O (B)

VER-C (B)

BV-C (B)

BV-C (B)10" T

G-S (B)

10" TG-S (B)

10" TG-S (B)

10" T

G-

W (B)

VER-C (B)

DP-E (B)

VE

R-

C (B)

VE

R-

C (B)

BV-

C (B)

VE

R-

C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

8" TG-W (B)

10"

TG-

W (B)

8" T

G-W (B)

10" TG-S (B)

10" T

G-S (B)

10" T

G-S (B)8

" T

G-S

FM (B)

8"

TG-S

FM (B)

DP-E (B)

DP-E (B)

UNK (B)

UN

K (B)

EX SIG (B)

EX

SIG (B)EX SIG (B)

EX SIG (B)

EX SIG (B)

EX

SIG (B)

EX SIG (B)

EX SIG (B)

VER-F

O (B)

DP-E (B)

DP-E (

B)

ABANDONED

DP-E (B)

P

13

DI

14

P

12

DI

15

DI

25

P

26

P

11

DI

26P

25

DI

11

DI

12

P

32

MH

2 DI

13

DI

27

P

34

DI

28

DI

34

DI

10

DI

35

P

15

P

17

DI

9

P

18

DI

8

P

16

DI

7

P

19

DI

5

P

20

DI

6

FES

3

FES

4

FES

5

FES

6

FES

7 FES

8

P

6

P

31

P

33

P

30

FES

12

FES

14

DI

52

DI

36

P

39

P

37

DI

21

DI

45

P

35

MH

9P

50

B-02

B-03

SB-03 SB-04

SB-05

SB-06

SB-07

SB-08

A

EMW.V.

N

SCALE

FEET

0 30 60 90


AIR

PO

RT

RO

AD (S 319)


50

)TEERTS TEKRAM ,81

S( 9 SU

)91

3

S(

DA

OR

LLI

H

DN

AS

SAN

D HILL

RO

AD (S 319)

)91

3

S(

DA

OR

TR

OP

RIA

C

3

C

4

C

5

C

6

C

7

C

8

C

9

C

10

C

11

SAWCUT

SAWCUT

EX-C-100

EX-C-101

EX-C-103

EX-C-102

RC-04

EX-C-104

20'

9'

33'

41'

33'

28'

22'

30'

28'

33'

30'

23'

40'

29'

33'

RM

C

RM

O

RM

C

SAWCUT

RL

O RL

O

A

C

DND

DND

RL

O

RL

O

RM

O

RL

O

RM

O

RL

O

RL

O

RL

O

RL

O

RL

O

RL

O

RL

C

A

C

RL

O

RM

C

P.B. 40-173

D.R. 4079-125

TER-PEN, LLC

135-15.00-118.00

LOT A

9-R

RM

C

RM

C

M

7

M

8

M

15

M

13

19'(L) X 6'(W)

RIPRAP

13 SY R-4

8'(L) X 7'(W)

RIPRAP

7 SY R-4

15'(L) X 6'(W)

RIPRAP

8 SY R-4

CO

SW

CO

SW

CO

SW

CO

SW

8'(L) X 5'(W)

9 SY R-4 RIPRAP

8'(L) X 5'(W)

RIPRAP

9 SY R-4

16'(L) X 6'(W)

RIPRAP

11 SY R-4

MA

TC

H

LIN

E S

TA. 10

6+

50 - CP-01

- CP-05

MATCH LIN

E STA. 214+50 - CP-06

MA

TC

H

LIN

E S

TA. 11

4+

50 - C

P-03

RL

O

POLE

UTIL.

M.H.

S.S.

POLE

UTIL.

WEIR

CONC.

SIGN

POLE

UTIL.

SHED

POLE

UTIL.

POLE

UTIL.

S.V.

S.S. M.H.

POLE

UTIL.

BOX

POLE/

UTIL.

RL

O

SIGN

RM

C

BOX

UTIL.

RL

O

SIGNRL

O

POLE

UTIL.

SIGN

RL

O

22.5'

32.5'

32.5'

35.5'

A

C

DND

M

11

M

10

M

9

M

52

M

12

M

14

GUY

POLE/

UTIL.

RL

O

W.M. RM

C M.H.

VER.

GUY

POLE/

UTIL.

RL

O

RRW

JAD


CP-02

WRAGEORGETOWN EASTCONSTRUCTION PLAN

23

T201804301

RM

C

RM

O

SAWCUT

RM

O

RM

C

RM

C

RM

O

S.V.

S.V.

RM

C

A

C

M.H.

SEPTIC

RM

C

RM

C

PC

2

PC

2

PC

2

PC

2

PC

2

PC

2

PC

5

PC

5

9'(L) X 6'(W)

RIPRAP

6 SY R-4

C

12

C

13

C

14

23'

23'

UD

89

UD

36

UD

68

C

44

19'(L) X 16'(W)

RIPRAP

35 SY R-4

29'(L) X 14'(W)

RIPRAP

43 SY R-4

12'(L) X 6'(W)

RIPRAP

8 SY R-4

BOX

UTIL.

CURB

CURB

PIPE

9'(L) X 11'(W)

RIPRAP

10 SY R-4

UD

78

UD

45UD

23

UD

127

12'(L) X 6'(W)

RIPRAP

8 SY R-4

9' 20'

NOTES:

1. SEE SHEET CP-09 FOR SCHEDULES.

7'(L) X 4'(W)

RIPRAP

3 SY R-4

13'(L) X 6'(W)

RIPRAP

9 SY R-4

METER

SIGN AND

CHEER CENTER

RELOCATED

WET POND

BMP NO. 1031

WET POND

BMP NO. 1032

RM

C

2

2 ADDED FIRE HYDRANT AND WATER VALVE. R. WILLS - 5/1/20

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CP

05.d

gn

5/1/2

02

08:5

6:5

4

AM

WV

WV + + + +

X

GRASS

GRASS

GRAVEL

GRASS

GRASS

SPIGOT

AC

12" RCP 12" RCP

HOT MIX

HOT MIX

HOT MIX

HOT MIX

MIX

HOT

MAC

++

4" CLUSTER

GRASS

6" TWIN

SMALL TREES

VIN

YL

MO

BIL

E

TR

AIL

ER

27"X42" RCEP

12" PVC

+

GRASS

27"X42" RCEP

AND TREES

SMALL SHRUBS

3"

#10

B

14"

TWIN

PIN

E

PINE

3" PINE

3"

PINE

3"

PINE

2"

PINE

4"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

& CAP

REBAR

TP145

POND

4" 4"

3"3"3"HOLLY

2"

HOLLY

2"

HOLLY

2" HOLLY

2"

HOLLY

2"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

& CAP

REBAR

TP144

POND

MAPLE

3"MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

MAPLE

3"

05204

53571/

DPL

MAPLE

3"

ABANDONED

05219

#53555/

DPLPINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3" PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

05235

#53538/

DPL

PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

PATIO

CONC

MAPLE

36"

& CAP

REBAR

TP82OAK

24"MAPLE

40"10"

& CAP

REBAR

TP81

LOCATION

APPROX. WELL

VINYL

1 STORY

SHED

WOOD

SHED

WOOD

MAPLE

TWIN

10"VINYL

2 STORY

& CAP

REBAR

TP140

SHRUBS

CLUSTER

1"SHELTER

BUS

APPLE

6"

APPLE

6"

PLUM

2"

OAK

12"

MAPLE

15"MAPLE

14"

FIR

14"

CEDAR

CLUSTER

6"

NAIL

MAG

TP78MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

BLOCK

1 STORY

MYRTLE

2" TRIPLE

MYRTLE

3" TRIPLE

& CAP

REBAR

TP83

BEECH

12"

& CAP

REBAR

TP139

42X12" CEDAR

10" 3"12"

8"

TWIN

8"

TWIN

8"

PINE

16" 1

PINE

14"

CLUSTER

8"

TV

U

VINYL

1 STORY

EASEMENT - P.B. 60-90

CROSS-ACCESS

50' WIDE PERPETUAL

10' D

RAIN

AG

E

EA

SE

ME

NT

PB 70-26

P.B. 70-25

P.B. 214-117

D.R. 4136-117

SUSSEX PREPARATORY ACADEMY FOUNDATION, INC.

135-15.00-119.00

P.B. 40-173

D.R. 3753-258

AND MARJORIE A. SHORT

CHARLES F. SHORT

135-15.00-116.00

LOT F

D.R. 3764-240

PROPERTIES, LLC

D.M. TAYLOR

135-15.00-115.07

P.B. 60-90

D.R. 4148-165


135-15.00-115.06

LOT 1

P.B. 6

0-90

D.R. 4

14

8-165

ST

ER

LIN

G

SQ

UA

RE, L

LC

135-15.0

0-115.0

6

LO

T 1

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/W

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117

FOUNDATION, INC.

ACADEMY

PREPARATORY

SUSSEX

135-15.00-119.02

PB 70-26

EASEMENT

10' DRAINAGE

R/W-2

R/W

R/W

45'

45'

35'

40'

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

25'

25'

25'

25'

25'

25'

16-R

11-R10-R

17-R

8-R

10-

R

18-R

205+00 206+00

207+00

208+00

209+00

210+00

PC 205

+87.95

2+003+004+005+006+007+00

SV

+

UEM

PVTPVT

VER-C (B)

VER-C (B)VER-FO (B)

VER-C (B)

BV-C (B)

VER-C (B)

VER-FO (B)

VER-C (B)

VER-C (B)

COM-C (B)

COM-FO (B)

VER-C (B)

VE

R-

C (B)

VER-C (B)

DP-E (B)

BV-C (B)

CO

M-F

O (B)

COM-C (B)

VER-C (B)

VER-C (B)

DP-

E (B)

COM-C (B)

10" TG-W (B)

10" TG-W (B)

8" TG-SFM (B)8" TG-SFM (B)8" TG-SFM (B)

UNK (B)

COM-FO (B)VER-C (B)

COM-C (B)

SCO

VER-C (B)

VE

R-

C (B)

VE

R-F

O (B)

DP-E (B)

DP-

E (B)

CO

M-

C (B)

DP-E (B)

VE

R-

C (B)

DI

29

DI

32

DI

31

DI

40

DI

33

DI

30

B-07

A

TV

TV

F.H.

W.V.

NSCALE

FEET

0 30 60 90

STE

RLIN

G

AV

EN

UE


SAWCUT

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

C

20

C

21

RC-07

RC-08

DESCRIPTION

ROADWAY CORE SCHEDULE

NO. STATION OFFSET

208+66.27

206+99.64

RC-07

RC-08

4" HMA

3.5" HMA, 0.5" ST, 0.5" ATB

42.5'LT.

12.9'LT.

A

C

RM

O

RM

O

RL

O

RM

O

RM

O

RL

O

*

*

*

*

*

*


RIGHT-OF-WAY MONUMENT SCHEDULE

NO. TYPE

M

31

M

32

M

30

8'(L) X 6'(W)

RIPRAP

6 SY R-4

6'(L) X 6'(W)

RIPRAP

4 SY R-4

19'(L) X 6'(W)

RIPRAP

13 SY R-4

19'(L) X 6'(W)

RIPRAP

13 SY R-4

P.B. 40-173

D.R. 4079-125

TER-PEN, LLC

135-15.00-118.00

LOT A

9-RRL

O

CO

SW

CO

SWCO

SWDND

20 I.P.C.C. CURB AND GUTTER, TYPE 1-8 511'

21 I.P.C.C. CURB AND GUTTER, TYPE 1-8 612'

MA

TC

H

LIN

E S

TA. 204+

50 - C

P-04

RL

O

7'(L) X 6'(W)

5 SY R-4 RIPRAP

MATC

H LIN

E STA. 210

+50- C

P-02F.H.

W.V.

BOX

UTILITY

BOX

UTILITY

SIGN

SHED

DI-29 ***210+20.98 * *

DI-30 ***209+69.90 * *

DI-31 ***207+01.66 * *

DI-32 ***208+47.26 * *

DI-33 ***209+54.59 * *

DI-40 ***204+97.80 * *

NO.

DRAINAGE INLET SCHEDULE

BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.

CO

SW

CO

SW

RL

C

PAD

CONC.

22.5'

24.5'

22.5'

22.5'

22.5'

32.5'

22.5'

32.5'

15'(L) X 6'(W)

RIPRAP

10 SY R-4

2

UDO

3

UDO

4

UDO

NO. LENGTH DIS. EL.

UNDERDRAIN OUTLETS

* TO BE SET IN FIELD.A

C

BOX

UTILITY

M

29

POLE/GUY

UTILITY

DND

DND

RL

O BOX

UTIL.


CP-05

WRAGEORGETOWN EAST

RM

OM

27 M

28

29 205+20.00 -45.00' 254083.1193 670367.3171CAPPED REBAR

32 207+68.09 -45.00' 254271.8180 670192.8682CAPPED REBAR

RM

C

S.V.

RL

O

RM

O

POLE

UTILITY

POLE

UTILITY

RL

O

POLE

UTILITY

PC

1

*CURB OPENING BENEATH SIDEWALK. SEE DETAIL, SHEET DT-06

28 205+07.06 40.00' 254136.7135 670434.5488CAPPED REBAR UD

152

UD

154

UD

74

19'(L) X 6'(W)

RIPRAP

13 SY R-4

19'(L) X 6'(W)

RIPRAP

13 SY R-4

2 31 LF *

3 30 LF *

4 59 LF *

PIPE

CO

SW

CONSTRUCTION PLAN

26

T201804301

JAD

RRW

30 205+84.16 40.00' 254189.0846 670377.9604CONCRETE

31 205+87.95 -45.00' 254129.2709 670317.4490CONCRETE

27 205+06.32 35.00' 254132.5431 670431.6938CAPPED REBAR

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CP

06.d

gn

5/1/2

02

08:5

6:5

6

AM

WVWV

WV

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

ACAC

WVWV WV

WV

WV

WV

WV

++ CONC

WIER

CONC

GRASS

CINDERS

8" PVC

15" RCP

1

1

+

+

+

++

1

+ +

WA

LL

CO

NC

1"

3"

GRASS

CO

NC

CO

NC

3'

CO

NC

3'

CO

NC

6"

32"

TWIN

MA

PL

E

PO

ND

CO

NC

3'

BUS

HES

ST

ON

ES

WA

LL

AC

ACACA

CAC

AC

ACA

CAC

BUSHES

AC

5'

3'

4" P

VC

(DO

WNSP

OUT)

4"

PV

C

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

12" PVC

GRASS

X

LANE

FIRE

MULBERR

Y

12"

SOYBEAN

HOT MIX

05294

#153528/

DPL

HOT MIX

MYRTLE

6" CLUSTER

105314

#5353/

DPL

CONC

HOT MIX

GRASS

CLUSTER

6"

REBAR & CAP

TP102

EL = 48.09'

"+" CUT

FLANGE BOLT FH

ROADSIDE

BM - #2

05334

#53534/

DPL

SOYBEAN

GRASS

GRASS

HOT MIX HOT MIX 05354

#53536/

DPL

QUAD

8"

CONC

PIPE

VERTICAL

TOP 12"

8"

8"

8"

7"

6"

6"

HOLLY

8" 0

7"

7"

7"

7"

6"

8"

8"

GRASS

FREEZER

WALK IN

TANK

MIX

HOT

MAC

4'

4'

HOT MIX

WALL

SHED

WOOD

VALVE

PROPANE& CAP

REBAR

TP107

GRASS

STUCKO

BLOCK/BRICK

2 STORY

GRASS

SAW

CONCBRICK

HOT MIX

HOT MIX

2"

2"

3' 0 PINE

1"PINE

1"3"

WALL

BLOCK

GRASS

SAW

& CAP

REBAR

TP50& CAP

REBAR

TP105

GRASS8"

8"

HOUSE

SCREEN

WOOD

CLUSTER

3"

GRILL

BBQ

CEDAR

QUAD

18"

MYRTLE

CLUSTER

3"

GRASS

GRASS

CEDAR

1"

TRIPLE

8"MYRTLE

CLUSTER

2"

TWIN

10"

& CAP

REBAR

TP51

1"

TRIPLE

5"PINE

6"

GRASS

PINE

10"

MYRTLE

CLUSTER

4"

3"

MYRTLE

CLUSTER

3"

MYRTLE

CLUSTER

3"

QUAD

8"

GRASS

SAW 3"

PAD

DUMPSTER

CONC

TRIPLE

8"

TWIN

4"3"

4"

4"

5"

BUSHES6"

& CAP

REBAR

TP106

6"

6" GRASSCONC

MYRTLE

CLUSTER

5"

HOLLY

2"

GRASS

& CAP

REBAR

TP100

?

U

U

U

X

HOT MIX3" CLUSTER

6" CLUSTER

MYRTLE

12"

2" HOLLY

BOXPANELELEC.

REBAR & CAPTP52

GUM1"

TRIPLE10"

OAK1"

GRASS

+

P.B. 62-346

EASEMENT #1

EXISTING ACCESS EASEMENT

P.B. 62-346

EASEMENT #3

EASEMENT

EXISTING UTILITY

P.B. 62-346

EASEMENT #4

EXISTING UTILITY EASEMENT

P.B.

62-34

6

EA

SE

ME

NT

#7

EA

SE

ME

NT

EXIS

TIN

G

DR

AIN

AG

E

30'

30'

25'

30'

30'

20'

50'

50'

P.B. 62-346

EASEMENT #7

DRAINAGE EASEMENT

EXISTING

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

EXISTING R/W

50'

75'

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3

TCE-

375'

75'

90'

75'

R/W

R/W

R/

W

R/

W

D.R. 2345-93

CHEER APARTMENTS, L.P.

135-15.00-26.02

PARCEL B

P.B. 62-346

EASEMENT #6


15'

P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

6-L

9-L

11-L

10-L

215+00

216+00217+00 218+00 219+00 220+00 221+00

PT 216

+94.65

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

PT 5

01+

29.7

8

PC 502+34.5

8

PT 502

+88.07

PC 507

+56.71

PT 508+57.20

0+00

1+00

2+00

4+00 5+00 6+00 7+00 8+00 9+00 10+00

WV

PV

T

8" TG-W (B) 8" TG-W (B)

10"

TG-S (B)

8"

TG-S (C)

6"

TG-S (C)

8" TG-S (C)8" T

G-S (C)

VER-C (B)

10" TG-S (B)

VER-C (B)

VER-C (B) VER-C (B)VER-C (B)

VER-C (B)

VER-C (B)VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

COM-C (B)

DP-E (B)

DP-E (B)

VER-C (B)

VE

R-C (B)

8" TG-SFM (B)

8" TG-SFM (B)

DP-

E (B)

VE

R-

C (B)

VE

R-

C (D)

VER-C (D)

VE

R-

C (D)

8" TG-W (D)

8"

TG-

W (D)

8" T

G-

W (D)

8"

TG-

W (D)

8" T

G-

W (D)

8" TG-W (D)

DI

46

P

38

DI

49

P

46

DI

50

P

47

DI

51

P

49

P

48

FES

17

FES

18

FES

19

FES

20

DI

55

DI

54

MH

10P

44

P

45P

51

B-08

SB-09

SB-10

W.V.

A

W.V.

N

SCALE

FEET

0 30 60 90


SAWCUTSAWCUT

SAWCUT

SAWCUT

SAWCUT

C

22

C

24

C

26

C

27

C

25

RC-09

RC-10

C

29

RM

C

A

C

A

C

DND

A

C

A

C

14'

SAWCUT

4'

4'

4'

RM

C

C

28

RL

O

RM

C

RL

O

RL

C RL

O

A

C

RL

O

RL

C

M

33

M

36

M

41

M

40

M

39

M

38

M

35M

34

DND

RM

C

MA

TC

H

LIN

E S

TA. 2

14+

50 - CP-02 M

AT

CH

LIN

E S

TA. 221+

50 - C

P-07

RL

O

MATCH LINE STA. 214+50 - CP-02

RL

O

LAMP

POLE

LIGHTPOLE

LIGHT

F.H.

W.V.

WEIR

CONC.

W.V.

RM

O

RL

O

POLE

UTILITY

CONC.

POLE

LIGHT

SIGNPOLE

LIGHT POLE

LIGHT

CONC.

MANHOLE

S.S.

RL

O

SIGN

TREE

SIGN

POLE

LIGHT

SIGN

RL

O

BOX

UTIL.POLE

UTIL.

RL

O

POLE

UTIL.

BOX

UTIL.

BOX

UTIL.MANHOLE

S.S.

POLE

UTIL.

SIGN

S.V.

S.V.

POLE

LIGHT

POLE

LIGHT

RL

O

RL

O

RL

O

CROSSWALK DETAILS.

SEE SHEET DT-01 FOR

DND

TREE

SAWCUT

32.5'

35.5'

32.5'

22.5'

A

C

RM

C

PAD

RM

C

LIGHT POLE

M

37

RM

C

DND

POLE

LIGHT DND

W.V.

C

31

C

30

RM

C

CLARK DRIVE

RL

O

DNDPOLE

LIGHT

C

23

C

32

C

33

C

34

C

35

C

36

C

37C

38

21'

11'

19'

14'

18'

15'

17'

17'

W.V./F.H.

21.5'

M

42

M

43

RM

O

RM

C

RL

O

A

C

M.H.

S.S.

PC

2

PC

2

18'(L) X 10'(W)

RIPRAP

20 SY R-4

9'(L) X 6'(W)

RIPRAP

6 SY R-4

C

39

C

40

BY OTHERS

CONSTRUCTION

FUTURE

8'

12'

12'

14'

14.75'

M

53

M

54

9'(L) X 10'(W)

RIPRAP

10 SY R-4

RL

C

RL

C

RL

C

C

O

RL

C

RL

C

RL

C

RL

C

RL

CRL

C

RL

C

PIPE

DND

35.5'

15'

NOTE 2

SEE SEE NOTE 2

NOTES:

2.

1.

CONSTRUCT DOWNSPOUT DRAIN, SEE DETAIL ON SHEET DT-05.

SEE SHEET CP-10 FOR SCHEDULES.

WRA

CP-06

SUSSEX


CONSTRUCTION PLAN

27

T201804301

JAD

RRW

45'(L) X 4'(W)

RIPRAP

20 SY R-4

19'(L) X 6'(W)

RIPRAP

13 SY R-4

8'(L) X 6'(W)

RIPRAP

5 SY R-4

C

45

RM

O

9'(L) X 6'(W)

RIPRAP

6 SY R-4

27'(L) X 6'(W)

RIPRAP

18 SY R-4

FOREBAY

WET POND

BMP NO. 1033

WET POND

BMP NO. 1033

WET POND

BMP NO. 1031

2

W.V.1

1


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

DT

01.d

gn

5/1/2

02

08:5

6:5

9

AM

CHEER CENTER CROSS WALK

2% 2%

12:1

PGA

0.67'

6'10'6'

9:1 9:10.35%

SECTION B-B

SCALE: 1" = 5'

CLARK DRIVE

PROPOSED GRADECLARK DRIVE

EXISTING

(ITEM 301001)

8" GABC, TYPE B

2%

SECTION A-A

SCALE: 1" = 5'

O.G.

CLARK DRIVE


(ITEM 705521)

8" SIDEWALK

CEMENT CONCRETE

PATTERNED PORTLAND

O.G.

B B

A

A

8'

6'10'6'

10'

SCALE: 1" = 5'

2'

2'

(ITEM 705521)

8" SIDEWALK

CEMENT CONCRETE

PATTERNED PORTLAND

SURFACE (ITEM 705007)

DETECTABLE WARNING

SIDEWALK SURFACE

SURFACE (ITEM 705007)

DETECTABLE WARNING

SIDEWALK SURFACE

N

CLARK DRIVE

BASELINE

CONSTRUCTION

R=4'

R=4'

TYPE 1-8, (ITEM 701013)

CONCRETE CURB

PORTLAND CEMENT

9:1

9:1

9:1

9:1

(ITEM 401005)

(CARBONATE STONE)

2" SUPERPAVE TYPE C, PG 64-22

80182

80181

80210

80180

80179

80211

80212

80209

80345 80346

80201

80202

80218

80217

80203

80204

80216

80215

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

(ITEM 401015)

4" SUPERPAVE TYPE B, PG 64-22

SCALE: NONE

PAVEMENT

PROPOSED

14"

6"

9"6"

2"

1•" R

P.C.C. CURB TYPE 1-2, MODIFIED

1" BATTER8"

TYPE B (ITEM 705001)

4" OVER 4" GABC,

CONCRETE SIDEWALK

PORTLAND CEMENT

(ITEM 701013)

4" GABC, TYPE B

TYPE 1-8 OVER

CONCRETE CURB

PORTLAND CEMENT

CROSSWALK CROSSWALK

CROSSWALK

10.75'

4'

14'14.75'

2%

5'

5'

5'

80592 504+46.57 19.00 255199.7234 669729.5774

80591 504+36.57 19.00 255189.8461 669728.0155

80346 504+40.73 29.50 255192.3160 669739.0366

80345 504+33.72 29.50 255185.3881 669737.9411

80218 504+30.57 -4.00 255187.5121 669704.3607

80217 504+36.57 -4.00 255193.4384 669705.2978

80216 504+46.57 -4.00 255203.3157 669706.8597

80215 504+52.57 -4.00 255209.2421 669707.7968

80212 504+52.57 4.00 255207.9925 669715.6987

80211 504+46.57 4.00 255202.0662 669714.7615

80210 504+36.57 4.00 255192.1889 669713.1996

80209 504+30.57 4.00 255186.2625 669712.2625

80204 504+52.57 -14.75 255210.9211 669697.1788

80203 504+46.57 -14.75 255204.9947 669696.2416

80202 504+36.57 -14.75 255195.1174 669694.6798

80201 504+30.57 -14.75 255189.1911 669693.7426

80182 504+30.57 14.00 255184.7007 669722.1398

80181 504+36.57 14.00 255190.6270 669723.0769

80180 504+46.57 14.00 255200.5043 669724.6388

80179 504+52.57 14.00 255206.4307 669725.5759

WRA

DT-01

SCALE: AS NOTED

SUSSEX


CONSTRUCTION DETAILS

54

T201804301

JAD

RRW

BASE COURSE, TYPE B

GRADED AGGREGATE

14" GABC, TYPE B

(ITEM 705521)

8" SIDEWALK

CEMENT CONCRETE

PATTERNED PORTLAND

14" GABC, TYPE B

80591

80592

(ITEM 908014)

SEEDING, DRY GROUND

PERMANENT GRASS

(ITEM 908004)

TOPSOIL, 6" DEPTH

DRY GROUND (ITEM 908014)

PERMANENT GRASS SEEDING,

TOPSOIL, 6" DEPTH(ITEM 908004)

15" RCP

DRAIN OUTFALL

3" PIPE FOR ROOF

DRAIN OUTFALL

3" PIPE FOR ROOF

8" TG-S (C)

8" TG-W (D)

2

2

2

2 ADDED LABELS. R. WILLS - 5/1/20

(ITEM 501001)

PAVEMENT, 8"

CEMENT CONCRETE

PORTLAND

(ITEM 501001)

PAVEMENT, 8"

CEMENT CONCRETE

PORTLAND

(ITEM 501001)

PAVEMENT, 8"

CEMENT CONCRETE

PORTLAND

WV

INV:4

5.5

4

INV:4

5.8

9

TOP:4

9.5

4

INV:47.07

205+00 206+00

207+00

208+00

209+00

210+00

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/WR/W-2

R/W

R/W

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

A

8" TG-S-30

10" TG-W-20

8" TG-S-30

8" TG-S-30

10" TG-W-20

F.H.

W.V.

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CS

12-1B.d

gn

5/1/2

02

08:5

7:0

5

AM

SEQUENCE OF CONSTRUCTION - PHASE 1B

1

2

3

4

5

6 SEE TEMPORARY SIGNAL PLAN SG-02 FOR SIGNAL WORK OCCURING DURING PHASE 1B.

CONSTRUCT REMAINDER OF AIRPORT ROAD UNDER DETOUR. PERMANENTLY CLOSE EXISTING AIRPORT ROAD SOUTH OF US 9.

SETUP VEHICULAR DETOUR PER DP-02 AND CLOSE AIRPORT ROAD (S 319) TO TRAFFIC.

CONFLICTING STRIPING.

APPLY TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN, SEE CS-11 TO CS-13. ERADICATE

INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES, SEE ES-05 TO ES-07.

MAINTAIN ALL PERMANENT WARNING SIGNS AS SHOWN ON THE PERMANENT WARNING SIGN SHEET.

SCALE

FEET

0 30 60 90

N


MATC

H LIN

E STA. 210

+50

MA

TC

H

LIN

E S

TA. 204+

50 - C

S-13

- C

S-11

(24"x12")

R9-9

WRA

CS-12

SUSSEX


82

T201804301

DWC

MJB

MAINTENANCE OF TRAFFICPLAN - PHASE 1B

DURING NON-LANE CLOSURE HOURS.

ALLOWABLE LANE CLOSURE HOURS OR DRUMS

AIRPORT ROAD USING FLAGGING DURING

MAINTAIN ACCESS TO STERLING CENTER VIA

STE

RLIN

G

AV

EN

UE

2


WVWV

WV

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

WVWV WV

WV

WV

WV

WV

?

U

U

U

INV:45.90INV:45.91

INV:44.62

INV:44.60

INV:46.83

DIR. ONLY

215+00

216+00217+00 218+00 219+00 220+00 221+00

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

0+00

1+00

2+00

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3R/

W

R/

W

R/

W

8" TG-S-30

A

8" TG-S-30

8" T

G-S-

30

W.V.

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CS

25-2

A.d

gn

5/1/2

02

08:5

7:0

8

AM

STRIPING (ITEM 817013)(10' LINE, 30' GAP, 10' LINE)

5" BROKEN WHITE EPOXY RESIN PAINT PERMANENT PAVEMENT

PAVEMENT STRIPING (ITEM 817013)

5" SOLID DOUBLE YELLOW EPOXY RESIN PAINT PERMANENT

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL

A

B

QUANTITY


5" SOLID WHITE EPOXY RESIN PAINT PERMANENT


5" DOTTED WHITE EPOXY RESIN PAINT PERMANENT PAVEMENT

STRIPING, SYMBOL/LEGEND (ITEM 817002)

WHITE ALKYD THERMOPLASTIC, PERMANENT PAVEMENT

PAVEMENT STRIPING (iTEM 817013)

5" SOLID YELLOW EPOXY RESIN PAINT PERMANENT

SCALE

FEET

0 30 60 90

N


PHASE 2A

PHASE 2A

AB

1

2

3

4

5

6

7

MA

TC

H

LIN

E S

TA. 2

14+

50 - CS-23 M

AT

CH

LIN

E S

TA. 221+

00 - C

S-26

EXIS

TIN

G

CL

AR

K

DRIV

E

PR

OP

OS

ED

CL

AR

K

DRIV

E

DRUMS @ 10 LF O.C.

(48"x30")

R11-2

(24"x12")

R9-9

WRA

CS-25

SUSSEX


95

T201804301

DWC

MJB

MAINTENANCE OF TRAFFICPLAN - PHASE 2A

SEQUENCE OF CONSTRUCTION - PHASE 2A

(48"x30")

(3) R11-2

435 LF

290 LF

DRUMS @ 10 LF O.C.

(48"x30")

(2) R11-2

DRUMS @ 35 LF O.C.

(SEE UTILITY RELOCATION PLANS)

INSTALL UNDERGROUND SEWER LINE

SHIFT TRAFFIC FOR PHASE 3.

TO 119+50 AT THE END OF PHASE 2, THEN IMMEDIATELY

USING TA-10 CONSTRUCT THE SECTION FROM STA 117+25

CENTER ENTRANCE.

MARKINGS AND SIGNING NORTH OF EXISTING CHEER

FINAL PAVEMENT ELEVATION. INSTALL FINAL PAVEMENT

NORTH OF EXISTING CHEER CENTER ENTRANCE UP TO

ROUNDABOUT AND PROPOSED SECTION OF SAND HILL ROAD

CONSTRUCT BMP-1033, PROPOSED CLARK DRIVE,

CENTER ENTRANCE AND IMPLEMENT DETOUR PLAN DP-03.

CLOSE SAND HILL ROAD NORTH OF THE EXISTING CHEER

USING WEDGE AT THE END OF THE WORKDAY.

BUS STOP ACCESS AND RESTORE DRIVEWAY CONNECTIONS

9 TRAVEL LANE. COORDINATE WITH DART TO MAINTAIN

TA-11B WHEN WORKING ADJACENT TO THE SHIFTED EB US

CLOSE SHOULDER USING TA-3 OR USING TA-10 OR

PROPOSED EB US 9 AND REMOVE TEMPORARY PAVEMENT.

WITH US 9 TRAFFIC SHIFTED TO THE NORTH, CONSTRUCT

MEASURES, SEE ES-10 TO ES-16.

INSTALL ALL EROSION AND SEDIMENT CONTROL

ERADICATE CONFLICTING STRIPING.

MAINTENANCE OF TRAFFIC PLAN, SEE CS-24 TO CS-31.

APPLY TEMPORARY STRIPING AS SHOWN ON THE

THE PERMANENT WARNING SIGN SHEET.

MAINTAIN ALL PERMANENT WARNING SIGNS AS SHOWN ON

2


INV.(45.06)

8" NOTCHED WEIR

INV. (46.12)

3' RECTANGULAR WEIR

EM

INV:4

5.6

2

DIR.

ONLY

DM

H(4

437)

TOP:4

7.7

4

INV:4

5.2

3IN

V:4

5.2

3

211

+00

212

+00

213

+00

214

+00

500+00

501+

00

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

TCE-1TCE-1

TC

E-1

TCE

R/W-1

R/W

R/

W

R/

W

R/

W

PE-1

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

8" T

G-S-

30

8" TG-S-30

8"

TG-S-40

8" TG-S-40

8"

TG-S-30

10" T

G-

W-20

10"

TG-

W-20

10" TG-W-20

8" TG-W-10

8" TG-W-10

8" TG-W-10

8"

TG-

W-10

W.V.

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CS

29-3.d

gn

5/1/2

02

08:5

7:1

2

AM

SEQUENCE OF CONSTRUCTION - PHASE 3

1

2

3

4

5

6

7

8

9

10 SEE TEMPORARY SIGNAL PLAN SG-04 FOR SIGNAL WORK OCCURING DURING PHASE 3.

DRIVEWAY CONNECTIONS USING WEDGE AT THE END OF THE WORKDAY.

ADJACENT TO THE SHIFTED WB US 9 TRAVEL LANE. COORDINATE WITH DART TO MAINTAIN BUS STOP ACCESS AND RESTORE

CONSTRUCT PROPOSED WB US 9 AND REMOVE TEMPORARY PAVEMENT. CLOSE SHOULDER USING TA-3 OR USE TA-10 WHEN WORKING

AS SHOWN ON SIGNAL PLAN SG-04.

REMOVE DETOUR AND COORDINATE WITH DELDOT TRAFFIC / TMC TO HAVE THE SIGNAL PHASING UPDATED TO CONFIGURATION 3A,

AND SIGNING ON REMAINDER OF SAND HILL ROAD.

CONSTRUCT REMAINING PORTION OF SAND HILL ROAD UP TO FINAL PAVEMENT ELEVATION. INSTALL FINAL PAVEMENT MARKINGS

CONSTRUCT RAISED ISLANDS IN CHEER CENTER PARKING LOT AND MILL AND OVERLAY EXISTING PARKING LOT.

CONSTRUCT DRIVEWAY CONNECTING RELOCATED CLARK DRIVE TO CHEER CENTER PARKING LOT AND REMOVE EXISTING CLARK DRIVE.

INTERSECTION.

SHIFT US 9 TRAFFIC TO THE SOUTH AND REMOVE DETOUR PLAN DP-03 AND IMPLEMENT DP-04 CLOSING SAND HILL ROAD AT US 9





N

SA

ND

HIL

L R

OA

D (S 319)

SCALE

FEET

0 30 60 90

11'

NOT TO SCALE

US 9

WB

11'2'

TRAVEL LANE

ACTIVE US 9

TRAVEL LANE

ACTIVE US 9

WORK AREA

A

PHASE 3

PHASE 3

PHASE 3

PHASE 3

US 9

EB

AIR

PO

RT R

OA

D (S 319)

PH

AS

E 3

PH

AS

E 3

PH

ASE 3

PH

ASE 3

10 LF O.C.

DRUMS @

US 9 (S 18, E MARKET STREET)US 9 (S 18

, LEWES-GEORGETOWN HIGHWAY)

SECTION A-A, US 9

A B A

VARIES

SHOULDER

10 LF O.C.

DRUMS @

A

MA

TC

H

LIN

E S

TA. 10

6+

50 - CS-28

MA

TC

H

LIN

E S

TA. 11

4+

50 - C

S-30

MATCH LIN

E STA. 214+50 - CS-32

35 LF O.C.

DRUMS @

PH

AS

E 3

PH

AS

E 3

MATCH LINE STA. 210+50 - CS-31

J

J

J

A

A

A

A

1,870 LF

1,380 LF

60 SF




ITEMSYMBOL

A

B

QUANTITY



JSTRIPING, SYMBOL/LEGEND, (ITEM 817002)

16" SOLID WHITE ALKYD THERMOPLASTIC, PERMANENT PAVEMENT

B

B

B

A

(24"x12")

R9-9

(24"x12")

R9-9

WRA

CS-29

SUSSEX


99

T201804301

DWC

MJB

MAINTENANCE OF TRAFFICPLAN - PHASE 3

AND OPENING SAND HILL ROAD

PRIOR TO REMOVING DETOUR

CONTACT DELDOT TRAFFIC/TMC

(48"x30")

(2) R11-2

TEMPORARY STRIPING

TIE INTO EXISTING

OF WB TRAVEL LANE

TA-10 WHEN WORKING WITHIN 10'

OR CLOSE TRAVEL LANE USING

CLOSE SHOULDER USING TA-3

BLACK-ON-ORANGE

(48"x48")

W1-4-DE

BLACK-ON-ORANGE

(48"x48")

W1-4-DE

AHEAD

SHIFT

LANE

AHEAD

SHIFT

LANE

(SEE UTILITY RELOCATION PLANS)

WATER AND SEWER LINES

INSTALL UNDERGROUND

2


AC

AC

WV

WV

U

INV:44.62

INV:44.60

INV:46.83

DIR. ONLY

215+00

216+00217+00 218+00 219+00 220+00 221+00

509+00

510

+00

511+

00

0+00

1+00

2+00

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3R/

W

8" TG-S-30

A

8" TG-S-30

W.V.

8" T

G-S-

30

W.V.

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

CS

32-3.d

gn

5/1/2

02

08:5

7:1

4

AM

SEQUENCE OF CONSTRUCTION - PHASE 3

1

2

3

4

5

6

7

8

9

10 SEE TEMPORARY SIGNAL PLAN SG-04 FOR SIGNAL WORK OCCURING DURING PHASE 3.

DRIVEWAY CONNECTIONS USING WEDGE AT THE END OF THE WORKDAY.

ADJACENT TO THE SHIFTED WB US 9 TRAVEL LANE. COORDINATE WITH DART TO MAINTAIN BUS STOP ACCESS AND RESTORE

CONSTRUCT PROPOSED WB US 9 AND REMOVE TEMPORARY PAVEMENT. CLOSE SHOULDER USING TA-3 OR USE TA-10 WHEN WORKING

AS SHOWN ON SIGNAL PLAN SG-04.

REMOVE DETOUR AND COORDINATE WITH DELDOT TRAFFIC / TMC TO HAVE THE SIGNAL PHASING UPDATED TO CONFIGURATION 3A,

AND SIGNING ON REMAINDER OF SAND HILL ROAD.

CONSTRUCT REMAINING PORTION OF SAND HILL ROAD UP TO FINAL PAVEMENT ELEVATION. INSTALL FINAL PAVEMENT MARKINGS

CONSTRUCT RAISED ISLANDS IN CHEER CENTER PARKING LOT AND MILL AND OVERLAY EXISTING PARKING LOT.

CONSTRUCT DRIVEWAY CONNECTING RELOCATED CLARK DRIVE TO CHEER CENTER PARKING LOT AND REMOVE EXISTING CLARK DRIVE.

INTERSECTION.

SHIFT US 9 TRAFFIC TO THE SOUTH AND REMOVE DETOUR PLAN DP-03 AND IMPLEMENT DP-04 CLOSING SAND HILL ROAD AT US 9





SCALE

FEET

0 30 60 90

N


PH

ASE 3

PHASE 3

CL

AR

K

DRIV

E

MA

TC

H

LIN

E S

TA. 2

14+

50 - CS-29

CS-32

WRA

CLOSE PARKING LOT FOR RESURFACING

(24"x12")

(2) R9-9

SUSSEX


102

T201804301

DWC

MJB

MAINTENANCE OF TRAFFICPLAN - PHASE 3

10 LF O.C.

DRUMS @

PH

AS

E 3

PH

AS

E 3

(48"x30")

(2) R11-2

CONSTRUCTION ON SAND HILL ROAD

REMOVED AT THE COMPLETION OF

SIGNS AND BARRICADES SHALL BE

2

2

2 ADDED FIRE HYDRANTS AND WATER VALVES. R. WILLS - 5/1/20

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

ES

07.d

gn

5/1/2

02

08:5

7:2

4

AM

10' D

RAIN

AG

E

EA

SE

ME

NT

PB 70-26

P.B. 70-25

P.B. 214-117

D.R. 4136-117


135-15.00-119.00

P.B. 40-173

D.R. 3753-258


CHARLES F. SHORT

135-15.00-116.00

LOT F

D.R. 3764-240

PROPERTIES, LLC

D.M. TAYLOR

135-15.00-115.07

P.B. 60-90

D.R. 4148-165


135-15.00-115.06

LOT 1

P.B. 6

0-90

D.R. 4

14

8-165

ST

ER

LIN

G

SQ

UA

RE, L

LC

135-15.0

0-115.0

6

LO

T 1

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/W

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117

FOUNDATION, INC.

ACADEMY

PREPARATORY

SUSSEX

135-15.00-119.02

R/W-2

R/W

R/W

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

16-R

11-R10-R

17-R

8-R

10-

R

18-R

WV

WV + +

X

GRASS

GRASS

GRAVEL

GRASS

GRASS

SPIGOT

AC

12" RCP 12" RCP

HOT MIX

HOT MIX

HOT MIX

HOT MIX

MIX

HOT

MAC

++

4" CLUSTER SMALL TREES

27"X42" RCEP

12" PVC

+

GRASS

27"X42" RCEP

AND TREES

SMALL SHRUBS

3"

PINE

3" PINE

3"

PINE

3"

PINE

2"

PINE

4"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

& CAP

REBAR

TP145

POND

4" 4"

3"3"3"HOLLY

2"

HOLLY

2"

HOLLY

2" HOLLY

2"

HOLLY

2"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

& CAP

REBAR

TP144

POND

MAPLE

3"MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

MAPLE

3"

05204

53571/

DPL

MAPLE

3"

ABANDONED

05219

#53555/

DPLPINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3" PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

05235

#53538/

DPL

PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

MAPLE

40"10"

& CAP

REBAR

TP81

LOCATION

APPROX. WELL

SHED

WOOD

SHED

WOOD

MAPLE

TWIN

10"VINYL

2 STORY

& CAP

REBAR

TP140

SHRUBS

CLUSTER

1"SHELTER

BUS

APPLE

6"

APPLE

6"

PLUM

2"

OAK

12"

MAPLE

15"MAPLE

14"

FIR

14"

CEDAR

CLUSTER

6"

NAIL

MAG

TP78MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

BLOCK

1 STORY

MYRTLE

2" TRIPLE

MYRTLE

3" TRIPLE

& CAP

REBAR

TP83

BEECH

12"

& CAP

REBAR

TP139

42X12" CEDAR

10"

12"

TWIN

8"

INV:45.54

INV:47.56

INV:47.86

INV:4

5.5

4

INV:4

5.8

9

TOP:4

9.5

4

DM

H(10846)

INV:47.04INV:47.12 INV:47.07INV:46.78

DIR. ONLY

DIR. ONLY

TV

U

VINYL

1 STORY

205+00 206+00

207+00

208+00

209+00

210+00

PC 205

+87.95

SP

A

8" TG-S-30

10" TG-W-20

45.5

45.545.5

45.5 45.5

46.0

46.0

46.0

46.0

46.0

46.5

46.5

46.5

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.0

47.5

47.5

47.5

47.5

47.5

47.5

47.5

47.5

48.048.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.048.0

48.0

48.5

48.5

48.5

48.5 48.5 48.5

48.5

48.5

48.5

48.5

48.5

48.548.5

48.5

48.548.5

48.5

48.5

49.0

49.0

49.0

49.0

49.0

49.0

49.0

49.5

49.5

49.5

50.0

50.0

47.0

47.0

48.0

48.0

48.0

48.049.0

49.050.0

50.0

50.5

SC

E

46.0

46.0

46.0

47.0

47.0

47.0

48.0

48.0

48.0

49.0

DI

32

DI

31

DI

40

49

50

48.5

47.5

48.5

49

488" TG-S-30

8" TG-S-30

10" TG-W-20

F.H.

W.V.

NSCALE

FEET

0 30 60 90

STE

RLIN

G

AV

EN

UE




SF

282'

SF

357'

SF

77'

ES-05

MATC

H LIN

E STA. 210

+50 -

MA

TC

H

LIN

E S

TA. 204+

50 - ES-06

SUSSEX

ES-07

WRA


118

T201804301

BPG

JDC

EROSION AND SEDIMENTCONTROL PLANMOT STAGE 1B

SF

80'

INCIDENTAL TO THE COST OF THE SUMP PITS.

PRIOR TO DISCHARGE. COST OF FILTERING DEVICES SHALL BE

BAGS, PORTABLE SEDIMENT TANK, OR OTHER APPROVED MEANS

DISCHARGE FROM SUMP PITS SHALL BE TREATED WITH FILTER

STABLE OUTFALL FOR PUMPED DISCHARGE. SEDIMENT LADEN

LOCATING SUMP PITS AND PROVIDING ADEQUATE PUMPS AND

NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR

SUMP PITS SHALL BE USED FOR DEWATERING WORK AREA AS

SUMP PIT (SP)

NOTES:

1.

CONTROL, CURB INLET (905005).

PRICE PER EACH (ONE PER INLET) FOR INLET SEDIMENT

PROTECTION SHALL BE PAID AT THE CONTRACT UNIT

AND CENTERED ACROSS CURB OPENING. THE INLET

COMPOST FILTER LOG PLACED IN GUTTER FLOWLINE

CONSIST OF 8 FOOT LONG, 12 INCH DIAMETER

INLET PROTECTION FOR CURB OPENING INLETS SHALL

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

ES

12.d

gn

5/1/2

02

08:5

7:2

6

AM

+

P.B. 62-346

EASEMENT #1


P.B. 62-346

EASEMENT #3

EASEMENT

EXISTING UTILITY

P.B. 62-346

EASEMENT #4


P.B. 62-346

EASEMENT #7

DRAINAGE EASEMENT

EXISTING

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3R/

W

R/

W

R/

W

D.R. 2345-93


135-15.00-26.02

PARCEL B

P.B. 62-346

EASEMENT #6


P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

6-L

9-L

11-L

10-L

215+00

216+00217+00 218+00 219+00 220+00 221+00

PT 216

+94.65

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

PT 5

01+

29.7

8

PC 502+34.5

8

PT 502

+88.07

PC 507

+56.71

PT 508+57.20

0+00

1+00

2+00

46.0

46.0

46.0

46.5

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.0

47.5

47.5

47.5

47.5

47.5

47.5

47.5

47.5

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.5

48.5

48.5

48.5

48.5

48.5

48.5

48.5

49.0

49.0

49.0

49.0

49.0

49.0

49.0

49.5

49.5

8" TG-S-30

A

8" TG-S-30

PS

T

SCE

PS

T

43.043.0

43.043.0

43.043.0

43.5

44.0

44.0

44.0

44.0

44.0

44.0

44.0

44.5

44.5

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.5

46.0

46.0

46.0

46.0

46.0

46.0

46.0

46.0 46.5

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.547.5

48.0

48.0

DI

49

DI

50

P

46

P

47

FES

17

FES

18

DI

51

P

48

FES

19

P

49

FES

20

DI

46

P

38

SCE

SCE

SCE

SP

DI

54

P

44DI

55

P

45

MH

10

P

51SP

43.0

44.0

46.0

46.0

47.0

47.0

47

47

47

47.5

47.5

47.5

47.547.5

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48

48

48

48

48.5

48.5

48.5

48.5

48.5

49.0

49.0

49.0

49

49

49

49

49

49

49.5

49.5

44

43

42

45

46

47

47

4546

4443

46

47

44.75

44.75

41.

75

47.40

47.30

45

44

43

40.75

8" T

G-S-

30

W.V.

WVWV

WV

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

WVWV WV

WV

WV

WV

WV

LANE

FIRE

?

U

U

U

INV:45.90INV:45.91

INV:44.62

INV:44.60

INV:46.83

DIR. ONLY

NC

LA

RK

DRIV

E

SCALE

FEET

0 30 60 90

SAND HILL ROAD (S 319)SAND HILL ROAD (S 319)


MA

TC

H

LIN

E S

TA. 2

14+

50 - ES-09

ES-12

WRA

NO. TONS

STABILIZED CONSTRUCTION ENTRANCE

STATION OFFSET

12-1 507+67.41 10' LT. 60

12-2 505+02.03 9' RT. 60

12-3 216+75.37 3' RT. 60

NO.

SEDIMENT BASIN SCHEDULE

CLEAN-OUT ELEV.(EL)

FACILITY AREA, AC.

REQUIRED STORAGE (Vs), CY

4.54

0.62

608

42.31

SB 12-1

SF

113'

A-112-1 508+64.61 508+66.17 VARIES 36'

ED

12-1

SB

9-1

MA

TC

H

LIN

E S

TA. 221+

00 - ES-13

SB

12-1

SEE NOTE, THIS SHEET

SAME DAY STABILIZATION,

UNSTABILIZED OVERNIGHT.

EACH WORK DAY. NO DISTURBED AREA SHALL BE LEFT

BE DISTURBED THAT CANNOT BE STABILZIED BY THE END OF

STABILIZED BY THE END OF EACH WORK DAY. NO AREA SHALL

ALL AREAS IDENTIFIED FOR SAME DAY STABILIZATION MUST BE

SAME DAY STABILIZATION NOTE

NO. L.F.STATION SIZE

TEMPORARY PIPE

12-1 510+06 15" RCP 50

2888

454

WET STORAGE, CY

DRY STORAGE, CY

TP

12-1

SUSSEX


123

T201804301

BPG

JDC

EROSION AND SEDIMENTCONTROL PLAN

DRAINAGE AREA, AC.

SF

74'

MOT STAGE 2, 2A

SCE

12-1

SCE

12-2

SCE

12-3

INCIDENTAL TO THE COST OF THE SUMP PITS.

PRIOR TO DISCHARGE. COST OF FILTERING DEVICES SHALL BE

BAGS, PORTABLE SEDIMENT TANK, OR OTHER APPROVED MEANS

DISCHARGE FROM SUMP PITS SHALL BE TREATED WITH FILTER

STABLE OUTFALL FOR PUMPED DISCHARGE. SEDIMENT LADEN

LOCATING SUMP PITS AND PROVIDING ADEQUATE PUMPS AND

NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR

SUMP PITS SHALL BE USED FOR DEWATERING WORK AREA AS

SUMP PIT (SP)

CONTROL.*SEE SW-09 FOR WEIR WALL OUTLET SEDIMENT

*SEE ED-01 FOR ADDITIONAL INFORMATION.

NO. LENGTHOFFSETBEGIN STA. END STA. *TYPE

EARTH DIKE

UNIT PRICE PER TON.REHABILITATION SHALL BE PAID PER *QUANTITY FOR INITIAL INSTALLATION.

USED AS SEDIMENT BASIN 12-1

BMP NO. 1033 WET POND TO BE

WET POND FOREBAY

BMP NO. 1033

USED AS SEDIMENT BASIN 9-1

BMP NO. 1031 WET POND TO BE

NOTES:

1.

CONTROL, CURB INLET (905005).

PRICE PER EACH (ONE PER INLET) FOR INLET SEDIMENT

PROTECTION SHALL BE PAID AT THE CONTRACT UNIT

AND CENTERED ACROSS CURB OPENING. THE INLET

COMPOST FILTER LOG PLACED IN GUTTER FLOWLINE

CONSIST OF 8 FOOT LONG, 12 INCH DIAMETER

INLET PROTECTION FOR CURB OPENING INLETS SHALL

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

ES

16.d

gn

5/1/2

02

08:5

7:2

7

AM

+

P.B. 62-346

EASEMENT #5


P.B. 91-36

D.R. 3024-328,

GRANTED TO DELDOT

PERMANENT EASEMENT


P.B. 39-185

D.R. 2052-152



135-15.00-119.03

LOT 2

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117


SUSSEX PREPARATORY

135-15.00-119.02

P.B. 198-94

D.R. 4156-158

CHEER, INC.

135-15.00-25.01

P.B. 60-90

D.R. 4148-165


135-15.00-115.06

LOT 1

P.B. 60-90

D.R. 4410-107


135-15.00-115.09

LOT 3

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

P.B. 91-36

D.R. 3102-291

PARK CENTER, LLC

GEORGETOWN EAST

135-15.00-39.01

DELDOT ACQUISITION

PARCEL A FUTURE

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

TCE-1TCE-1

TC

E-1

P.B.

39-185

P.B.

70-26

P.B.

214-117

D.R.

4136-117

FO

UN

DA

TIO

N, IN

C.

AC

AD

EM

Y

PR

EP

AR

AT

OR

YS

US

SE

X

135-15.0

0-119.0

2

TCE

D.R. 3057-80

GRANTED TO DELDOT

PERMANENT EASEMENT


R/W-1

R/W

P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

R/

W

R/

W

P.B. 60-90

D.R. 4410-107

LLC

STERLING SQUARE,

135-15.00-115.08

LOT 2

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

7-R

11-R

8-R

12-R

10-R

13-R

5-L

6-L

9-L

11-L

PER PB 129-53.

ACCESS AND DRAINAGE

EASEMENT FOR CROSS

20' WIDE PERMANENT

PE-1

R/

W

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

U

6" CHERRY

GRASSGRASS

12"DPE

MIX

HOT

SM

AL

L

TR

EE

S

PA

TIO

ST

ON

E

POND


GR

AV

EL

ST

ON

ES

12"

RC

P

12" RCP

24"

HDP

E

SHED

WOOD

SHED

WOOD

D.I.

D.I.

05259

#53546/

CONC W

EIR

PCC CURB TYPE 3-6

PCC CURB TYPE 3-6

TYPE 1-

6

PC

C

CU

RB

27"

X4

2"

RC

EP

12" RCP 12"

RC

P

6" 6"

WR

A14

7

N:2

54

225.8

690

RE

BA

R

&

CA

P

CO

NC

VINYL

BLOCK AND

1 STORY

CEDAR

5" 1

GRASS

MIX

HOT

CONC

HOT MIX

OPTIC

FIBER

BURIED

REBAR & CAP

TP108

EL = 50.06'

"+" CUT

FLANGE BOLT FH

ROADSIDE

BM - #3

& CAP

REBAR

TP109

GRAVEL

REBAR & CAP

TP138

GRASS

GRASS

8"

14" TWIN PINE

MAPLE

8" CLUSTER

16" PINE

PINE

12" 1

12" PINE

12" MAPLE

CHERRY10"

GRASS

CLUSTER4"

REBAR & CAP

TP110

& CAPREBARTP103

GRASS

GRASS

SOYBEAN

HOT MIX

MYRTLE6" CLUSTERMYRTLE

4" CLUSTER

28"

SHEDVINYL

SHEDMETAL

05273

#53536/

DPL

05284

#53548/

DPL

05263

#53522/

DPL

05258

#58519/

DPL

MAPLE

6"

FRAME

WOOD

1 STORY

TWIN

6"

05249

#53523/

DPL

D.I.

CEDAR

4X1"

4" CLUSTER

TRIPLE

5" MAPLE

30"

SPIKE

TP86

05256

#53526/

DPL

SPIKE

TP85

05294

#53562/

DPL

PA

TIO

CO

NC

PIN

E16" 1

WVU

U

DIR.

ONLY

INV:4

5.7

1

INV:4

5.3

7

INV:45.22

INV:44.99

INV:4

4.8

6IN

V:4

5.1

5IN

V:4

4.8

5

INV:4

5.2

3IN

V:4

5.2

3

TOP:4

7.9

9

DM

H(4

488)

05249

#53499/

DPL

211

+00

212

+00

213

+00

214

+00

PT 211+37.08

PC 213+33.49

500+00

501+

00

POB 499+50.0

0

PC 500+80.2

7

PT 501+29.78

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

PT 11

1+53.52

PC 11

3+62.03

8" TG-W-10

8" TG-W-10

8" TG-W-10

8"

TG-

W-10

W.V.

46.0

46.5

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.0

47.0

47.0

47.047.047.5

47.5

47.5

47.5

47.5

47.5

47.5

47.5

47.5

47.

5

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.5

48.5

48.5

48.5

48.5

48.5

48.5

49.0

46.0

43.043.04

3.5

43.5

44.0

44.5

45.0

45.0

45.5

45.5 4

5.5

46.0

46.0

46.0

46.5

47.0

47.0

47.5

47.5

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.0

48.5

48.5

48.5

49.0

49.0

49.050.0

50.0

50.5

50.5

50.5

51.0

51.0

51.5

8" T

G-S-

30

8" TG-S-30

8"

TG-S-40

8" TG-S-40

8"

TG-S-30

10" T

G-

W-20

10"

TG-

W-20

10" TG-W-20

45

45

46

45

47

464

4

44

43

42

4546

42

43

44

45

46

42

43

44

45

42

44

4243

4444

43

45

46.5

48

44

4442

46.50

44

4443

42

46.50

46.50

46.50

46.50

45

46

47

46

41

46

4746

46.5

49

49

48.5

47.5

47.5

47

47

46.5

47

47

46

41

44

43

42

44

42

43

45 44

44

42

41

40

40

43.0

43.0

43.0

44.0

45.0

46.5

47.0

47.5

48.049.0

49.0

50.0

50.0

50.5

51.0

51.051.0

51.0

51.0

51.5

51.5

52.0

SP

SP

SP

SP

SCE

43.5

45.5

46.0

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.5

47.5

48.0

48.0

48.0

48.5

49.0

49.0

43.0

43.043.0

44.0

44.0

44.0

45.0

45.0

45.0

45.0

46.0

46.0

46.0

46.0

47.0

47.0

47.5

48.0

48.0

48.0

FES

3P

13

DI

36

P

39

DI

14

P

33

FES

4

DI

11

P

32

DI

12P

31

DI

9

DI

21

P

37

P

16

DI

7

P

19

DI

5

FES

5

P

18

DI

8

DI

6

P

20

FES

6

N

SCALE

FEET

0 30 60 90


)TEERTS TEKRAM ,81

S( 9 SU

)91

3

S(

DA

OR

LLI

H

DN

AS







)91

3

S(

DA

OR

TR

OP

RIA

NO. TONS


STATION OFFSET

MA

TC

H

LIN

E S

TA. 10

6+

50 - ES-15

MATCH LIN

E STA. 214+50 - ES-18

MA

TC

H

LIN

E S

TA. 11

4+

50 - ES-17

SB

9-1

P

17

16-2 111+63.17 25' LT. 60

WRA

ES-16

SUSSEX


127

T201804301

BPG

JDC

EROSION AND SEDIMENTCONTROL PLANMOT STAGE 3

SCE

16-2







SEE NOTE, THIS SHEET

SAME DAY STABILIZATION

DISCHARGE TO ROADWAY.

ACCORDING TO PREVENT SEDIMENT

INSERT SUBMERGENCE AND CLEAN

CONTRACTOR TO MONITOR FOR INLET

MARKET STREET)

US 9 (S 18,


UNIT PRICE PER TON.

REHABILITATION SHALL BE PAID PER

*QUANTITY FOR INITIAL INSTALLATION.

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

ES

18.d

gn

5/1/2

02

08:5

7:3

6

AM

+

P.B. 62-346

EASEMENT #1


P.B. 62-346

EASEMENT #3

EASEMENT

EXISTING UTILITY

P.B. 62-346

EASEMENT #4


P.B. 62-346

EASEMENT #7

DRAINAGE EASEMENT

EXISTING

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3R/

W

R/

W

R/

W

D.R. 2345-93


135-15.00-26.02

PARCEL B

P.B. 62-346

EASEMENT #6


P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

6-L

9-L

11-L

10-L

WV

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

WV

WV

WV

WV

CINDERS

1

1

+

+

+

++

1

WA

LL

CO

NC

CO

NC

CO

NC

3'

CO

NC

3'

3'

ST

ON

ES

WA

LL

AC

ACACA

CAC

AC

BUSHES

AC

(DO

WNSP

OUT)

4"

PV

C

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

12" PVC

X

MULBERR

Y

12"

SOYBEAN

HOT MIX

05294

#153528/

DPL

HOT MIX

MYRTLE

6" CLUSTER

105314

#5353/

DPL

CONC

HOT MIX

GRASS

CLUSTER

6"

REBAR & CAP

TP102

SOYBEAN

GRASS

HOT MIX 05354

#53536/

DPL

QUAD

8"

CONC

PIPE

VERTICAL

TOP 12"HOLLY

8" 0

FREEZER

WALK IN

TANK

HOT MIX

WALL

SHED

WOOD

VALVE

PROPANE& CAP

REBAR

TP107

GRASS

STUCKO

BLOCK/BRICK

2 STORY

GRASS

SAW

CONCBRICK

HOT MIX

HOT MIX

WALL

BLOCK

8"

8"

HOUSE

SCREEN

WOOD

CLUSTER

3"

GRILL

BBQ

CEDAR

QUAD

18"

MYRTLE

CLUSTER

3"

GRASS

GRASS

CEDAR

1"

TRIPLE

8"MYRTLE

CLUSTER

2"

TWIN

10"

& CAP

REBAR

TP51

TRIPLE

5"PINE

6"

GRASS

PINE

10"

MYRTLE

CLUSTER

4"

MYRTLE

CLUSTER

3"

TRIPLE

8"

TWIN

4"3"

4"

4"

5"

BUSHES6"

& CAP

REBAR

TP106

6"

6" GRASSCONC

MYRTLE

CLUSTER

5"

HOLLY

2"

GRASS

U

U

INV:46.83

DIR. ONLY

215+00

216+00217+00 218+00 219+00 220+00 221+00

PT 216

+94.65

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

PT 5

01+

29.7

8

PC 502+34.5

8

PT 502

+88.07

PC 507

+56.71

PT 508+57.20

0+00

1+00

2+00

W.V.

46.0

46.5

47.0

47.0

47.5

47.5

47.5

47.5

47.5

47.5

47.5

48.0

48.0

48.0

48.5

48.5

48.5

48.5

48.5

49.0

49.0

49.0

49.0

49.0

49.5

49.5

43.0

43.0

43.0 43.0

43.0

43.0

43.043.5

43.5

43.5

43.5

43.543.5

43.5

44.0

44.0

44.0

44.0

44.0

44.0

44.0

44.5

44.5

44.5

44.5

44.5

44.5

44.5

44.5 45.0

45.0

45.0

45.0

45.045.0

45.0

45.0

45.045.5

45.5

45.5

45.5

45.5

45.5

46.0

46.0

46.0

46.0

46.0

46.0

46.0

46.0

46.546.5

46.5

46.5

46.5

46.5

46.547.0

47.047.0

47.0

47

47

47

47.5

47.5

47.5

47.547.5

47.5

48.0

48.0

48.0

48.0

48.048.0

48.0

48

48

48

48

48.5

48.5

48.5

48.5

49

49

49

49

49

8" TG-S-30

A

8" TG-S-30

3:1

3:1

5'

44

43

42

45

46

47

47

4546

4443

46

47

44.75

44.75

41.

75

47.40

47.30

45

44

43

40.75

46.0

SP

SCE

45.0

48.0

48.0

48.0

48.5

48.5

48.5

49.049.0

49.0

49.5

43.043.0

43.043.0

43.043.0

43.5

44.0

44.0

44.0

44.0

44.0

44.0

44.0

44.5

44.5

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.0

45.5

46.0

46.0

46.0

46.0

46.0

46.0

46.0

46.0 46.5

46.5

46.5

46.5

47.0

47.0

47.0

47.0

47.547.5

48.0

48.0

8" T

G-S-

30

W.V.

NC

LA

RK

DRIV

E

SCALE

FEET

0 30 60 90

SAND HILL ROAD (S 319)SAND HILL ROAD (S 319)


MA

TC

H

LIN

E S

TA. 2

14+

50 - ES-16

NO. TONS


STATION OFFSET

ES-18

WRA

18-1 216+22.96 2' RT. 60

SEE SHEET, THIS SHEET

SAME DAY STABILIZATION,

SUSSEX


129

T201804301

BPG

JDC

EROSION AND SEDIMENTCONTROL PLANMOT STAGE 3

18-1

SCE







UNIT PRICE PER TON.

REHABILITATION SHALL BE PAID PER

*QUANTITY FOR INITIAL INSTALLATION.

WET POND FOREBAY

BMP NO. 1033

WET POND

BMP NO. 1033

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

LI0

2.d

gn

5/1/2

02

08:5

7:4

7

AM

211

+00

212

+00

213

+00

214

+00

500+00

501+

00

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

P.B. 62-346

EASEMENT #5


P.B. 91-36

D.R. 3024-328,

GRANTED TO DELDOT

PERMANENT EASEMENT


EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

TCE-1TCE-1

TC

E-1

TCE

D.R. 3057-80

GRANTED TO DELDOT

PERMANENT EASEMENT


R/W

P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

R/

W

R/

W

PER PB 129-53.

ACCESS AND DRAINAGE

EASEMENT FOR CROSS

20' WIDE PERMANENT

PE-1

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

SV

SV

SV

SEPTIC T

AN

K

AB

AN

DO

ND

EL.= 4

7.18'

SS

MH LID

#6742 15

X

DPL

8" TG-W (B)

8"

TG-S (B)

VE

R-C (B)

VE

R-

C (B)

VE

R-F

O (B)

VER-C (B)

BV-C (B)

BV-C (B)10" T

G-S (B)

10" TG-S (B)

10" TG-S (B)

10" T

G-

W (B)

VER-C (B)

DP-E (B)

VE

R-

C (B)

VE

R-

C (B)

BV-

C (B)

VE

R-

C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

8" TG-W (B)

10"

TG-

W (B)

8" T

G-W (B)

10" TG-S (B)

10" T

G-S (B)

10" T

G-S (B)8

" T

G-S

FM (B)

8"

TG-S

FM (B)

DP-E (B)

DP-E (B)

UNK (B)

UN

K (B)

EX SIG (B)

EX

SIG (B)EX SIG (B)

EX SIG (B)

EX SIG (B)

EX

SIG (B)

EX SIG (B)

EX SIG (B)

VER-F

O (B)

DP-E (B)

DP-E (

B)

ABANDONED

DP-E (B)

P

BV-C

A

EMW.V.

U

U

DPL

05249

#53496/

05258

#58519/

DPL

05249

#53523/

DPL

05256

#53526/

DPL

05263

#53522/

DPL

05275

#53525/

DPL

05273

#53536/

DPL

05284

#53548/

DPL 05294

#53562/

#52#VC53

#MV1

05294

#15

3528/

DPL

P

N

SCALE

FEET

0 30 60 90


50

)91

3

S(

DA

OR

LLI

H

DN

AS

)91

3

S(

DA

OR

TR

OP

RIA

WB US 9 (S 18, LEWES-GEORGETOWN HIGHWAY)EB US 9 (S 18, MARKET STREET)

OL

D

AIR

PO

RT

RO

AD (S 319)

NO. CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARD

LIGHTING STANDARD SCHEDULE

HEIGHT

30'

30'

30'

30'

N/A

N/A

DENOTES LIGHTING STANDARD TO BE INSTALLED ON PROPOSED DELMARVA UTILITY POLE.

DENOTES LIGHTING STANDARD TO BE INSTALLED ON PROPOSED VERIZON UTILITY POLE.

250 W HPS EQUIVALENT LED UTILITY OWNED LEASED LIGHT


LS

13LS

9

LS

8

LS

7

LS

EX

RM

D

LS

EX

RM

D

LS

15

LS

16

LS

18

LS

12

LS

11

CA

R

JW

4

PB

6

30'

30'

30'

N/A

N/A

N/A 12'




30'

7

8

9

10

11

12

13

14

15

2

SR

1

SR

3

SR

6

SR

11

SR

JW

4

12

SR

13

SR

110+30.7 57.4' LT.

214+39.5 54.9' LT.

SEE NOTE 1

SEE NOTE 2

SEE NOTE 2SEE NOTE 2

SEE NOTE 2

MA

TC

H

LIN

E S

TA. 10

6+

50 - LI-

01

MATCH LIN

E STA. 214+50 - LI-05

MA

TC

H

LIN

E S

TA. 11

4+

50 - LI-

03

- LI-04

LS

14

SEE NOTE 1

SEE NOTE 1

RUNSERVICE

LIGHTING SERVICE SCHEDULE

DISTANCE INSTALLATIONDESCRIPTIONCONDUITS

# OFSIZE

** SERVICE RUN CONTINUES TO ADJACENT SHEET* RIGID GALVANIZED STEEL CONDUITNOTE: SERVICE RUN DISTANCE REFLECTS CONDUIT LENGTH ONLY.

3.0" 29' (2)#6,(1)#6 GROUND TRENCH15

2.0" 10' (3)#2,(1)#2 GROUND - LOAD SIDE TRENCH12*

4.0" 108' (4)#6,(1)#6 GROUND TRENCH18

3.0" 182'** (2)#6,(1)#6 GROUND TRENCH16

4.0" 133' (4)#6,(1)#6 GROUND TRENCH17

LS

20

30'N/A 12' 250 W HPS EQUIVALENT LED UTILITY OWNED LEASED LIGHT16

17

250 W HPS EQUIVALENT LED UTILITY OWNED LEASED LIGHT12'N/A

JW

1

SEE NOTE 2

SEE NOTE 3

LS

17

4

SR

PB

6PB

6

5

SR

7

SR 8

SR 9

SR10

SR

JW

1JW

1

PB

6

LS

10

SEE NOTE 1

LS

EX

LS

EX

LS

19

SEE NOTE 1

18


20

3.0" 15' (2)#6,(1)#6 GROUND TRENCH19

3.0" 191'** (2)#6,(1)#6 GROUND TRENCH110

4.0" 131' (2)#6,(1)#6 GROUND TRENCH14

4.0" 200' (4)#6,(1)#6 GROUND BORE111

3.0" 20' (2)#6,(1)#6 GROUND TRENCH112

4.0" 107'** (4)#6,(1)#6 GROUND TRENCH113

N/A

N/A

161 W LED, IES TYPE 2 DISTRIBUTION






4'

15'

4'

4'

12'

15'

15'

15'

4'

47.1' LT.107+49.4

109+37.3 50.5' LT.

213+50.8 58.5' RT.

112+39.5 58.1' LT.

114+48.9 53.0' LT.

107+13.0 43.3' RT.

108+47.8 53.7' RT.

109+59.7 56.6' RT.

44.8' LT.210+85.8

211+56.7 53.1' RT.

112+12.8 49.9' RT.

113+40.9 39.7' RT.

2.0" 8' (3)#2,(1)#2 GROUND - LINE SIDE TRENCH11*

4.0" 8' (8)#6,(4)#6 GROUND TRENCH43

4'

PANELBOARD SE

LOAD SERVEDCIRCUIT BREAKER

LOAD SERVEDNO.

CKT.

NO.

CKT.

FRAME TRIP POLE

CIRCUIT BREAKER

FRAME TRIP POLE

120211203-161W LED

SURFACE MOUNTED

240 VOLTS

100 AMP BUS

ENCLOSURE: BASE MOUNTED CABINET

SOLID NEUTRAL

AIC RATING - 22 KAIC

1 PHASE, 3 WIRE + GROUND

100 AMP MCCB

100 100

120431202-161W LED 100 100

12065120100 100

12087120100 100

SPARE

SPARE

3-161W LED

2-161W LED

SPARE

SPARE

100 20 1 100 20 19 10SPARE SPARE

3

2

1

3

WRA

LI-02

SUSSEX


LIGHTING PLAN

133

T201804301

DWC

MJB

NOTES:

3.

2.

1.

STANDARD NO. T-17 (2013).

FURNISH AND INSTALL ELECTRICAL SERVICE PEDESTAL (100 AMP) PER DELDOT

LED LUMINAIRE ON THE PROPOSED UTILITY POLE MOUNTED AT APPROXIMATELY 30 FT.

DELMARVA POWER SHALL INSTALL A 4 FT BRACKET ARM WITH 250 WATT EQUIVALENT

LED LUMINAIRE ON THE PROPOSED UTILITY POLE MOUNTED AT APPROXIMATELY 30 FT.

DELMARVA POWER SHALL INSTALL A 12 FT BRACKET ARM WITH 250 WATT EQUIVALENT

40'

40'

40'

40'

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

LI0

4.d

gn

5/1/2

02

08:5

7:4

9

AM

WV

WV

205+00 206+00

207+00

208+00

209+00

210+00

10' D

RAIN

AG

E

EA

SE

ME

NT

PB 70-26

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/WR/W-2

R/W

R/W

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

SV

+

PU

MP T

AN

K

SE

WAGE T

AN

K LID

DR

AIN FIE

LD

SEPTIC T

AN

K

AB

AN

DO

ND

UEM

PVTPVT

VER-C (B)

VER-C (B)VER-FO (B)

VER-C (B)

BV-C (B)

VER-C (B)

VER-FO (B)

VER-C (B)

VER-C (B)

COM-C (B)

COM-FO (B)

VER-C (B)

VE

R-

C (B)

VER-C (B)

DP-E (B)

BV-C (B)

CO

M-F

O (B)

COM-C (B)

VER-C (B)

VER-C (B)

DP-

E (B)

COM-C (B)

10" TG-W (B)

10" TG-W (B)


UNK (B)

COM-FO (B)VER-C (B)

COM-C (B)

SCO

VER-C (B)

VE

R-

C (B)

VE

R-F

O (B)

DP-E (B)

DP-

E (B)

CO

M-

C (B)

DP-E (B)

VE

R-

C (B)

BV-C

A

TV

TV

F.H.

W.V.

U

05235

#53538/

DPL

DPL

05219

#53555/

05204

#53571/

DPL

N

SCALE

FEET

0 30 60 90

STE

RLIN

G

AV

EN

UE




HEIGHT

24 15' 161 W LED, IES TYPE 2 DISTRIBUTION1 209+76.1 46.9' RT.

PB

6

6

SR

RUNSERVICE



# OFSIZE

** SERVICE RUN CONTINUES TO ADJACENT SHEET* RIGID GALVANIZED STEEL CONDUITNOTE: SERVICE RUN DISTANCE REFLECTS CONDUIT LENGTH ONLY.

3.0" 182'** (2)#6,(1)#6 GROUND TRENCH16

MATC

H LIN

E STA. 210

+50

- LI-

02

LS

24

WRA

LI-04

SUSSEX


LIGHTING PLAN

135

T201804301

DWC

MJB

40'

NOTE:

1.

AT APPROXIMATELY 30 FT.

EQUIVALENT LED LUMINAIRE ON THE PROPOSED UTILITY POLE MOUNTED

DELMARVA POWER SHALL INSTALL A 12 FT BRACKET ARM WITH 250 WATT

LS

33

SEE NOTE 1

30'N/A 12' 250 W HPS EQUIVALENT LED UTILITY OWNED LEASED LIGHT33 208+97.5 41.1' LT.


2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

LI0

5.d

gn

5/1/2

02

08:5

7:5

0

AM

AC

AC

AC

AC

AC

AC

ACAC

AC

AC

ACAC

WVWV WV

WV

WV

WV

WV

U

U

215+00

216+00217+00 218+00 219+00 220+00 221+00 222+00

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

0+00

1+00

2+00

P.B. 62-346

EASEMENT #1


P.B. 62-346

EASEMENT #3

EASEMENT

EXISTING UTILITY

P.B. 62-346

EASEMENT #4


P.B.

62-34

6

EA

SE

ME

NT #7

EA

SE

ME

NT

EXIS

TIN

G

DR

AIN

AG

E

P.B. 62-346

EASEMENT #7

DRAINAGE EASEMENT

EXISTING

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3

TCE-

3

TCE-3

R/W

R/W

P.B. 62-346

EASEMENT #6


EXISTING R/W

EXISTING R/W

WV

PV

T

TG-S

TG-S

TG-S

8" TG-W (B) 8" TG-W (B)

10"

TG-S (B)

8"

TG-S (C)

6"

TG-S (C)

8" TG-S (C)8" T

G-S (C)

VER-C (B)

10" TG-S (B)

VER-C (B)


VER-C (B)

VER-C (B)VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

COM-C (B)

DP-E (B)

DP-E (B)

VER-C (B)

VE

R-C (B)

8" TG-SFM (B)

8" TG-SFM (B)

DP-

E (B)

VE

R-

C (B)

8" TG-SFM (B)

VE

R-

C (D)

VER-C (D)

VE

R-

C (D)

8" TG-W (D)

8"

TG-

W (D)

8" T

G-

W (D)

8"

TG-

W (D)

8" TG-W (D)

W.V.

A

W.V.

?

U

U

U

05294

#153528/

DPL

105314

#5353/

DPL

05334

#53534/

DPL

05354

#53536/

DPL05375

#53540/

DPL

N

CL

AR

K

DRIV

E

SCALE

FEET

0 30 60 90




HEIGHT

30'

30'

N/A

N/A

12'

12'




LS

25

SEE NOTE 1

25

26

LS

26

SEE NOTE 1


LS

28

SEE NOTE 1

LS

27

NOTE 1

SEE

13

SR

JW

1

PB

614

SR

15

SR 16

SR17

SR

18

SR

JW

1 JW

1JW

1

PB

6

PB

6

PB

6

LS

29

LS

30

LS

31

LS

32

19

SR

20

SR

LS

EX

LS

EX

LS

EX

LS

EX

LS

EX

NOTE 3

SEE

LS

EX

NOTE 3

SEE

LS

EX

NOTE 4

SEE

LS

EXLS

EX

NOTE 4

SEE NOTE 4

SEE

LS

EX

LS

EX

NOTE 4

SEE

LS

EXNOTE 4

SEE

LS

EX

LS

EX LS

EX

NOTE 4

SEE LS

EX

LS

EX

LS

EX

RM

D

SEE NOTE 2

30'N/A 12'28

29

30 161 W LED, IES TYPE 2 DISTRIBUTION

161 W LED, IES TYPE 2 DISTRIBUTION15'

15'

31

32 161 W LED, IES TYPE 2 DISTRIBUTION

161 W LED, IES TYPE 2 DISTRIBUTION15'

15'

RUNSERVICE



# OFSIZE

3.0" 29' (2)#6,(1)#6 GROUND TRENCH116

4.0" 116' (4)#6,(1)#6 GROUND TRENCH118

4.0" 209' (4)#6,(1)#6 GROUND TRENCH117

3.0" 78' (2)#6,(1)#6 GROUND TRENCH119

4.0" 107'** (4)#6,(1)#6 GROUND TRENCH113

** SERVICE RUN CONTINUES TO ADJACENT SHEETNOTE: SERVICE RUN DISTANCE REFLECTS CONDUIT LENGTH ONLY.

4.0" 222' (4)#6,(1)#6 GROUND TRENCH115

3.0" 216' (2)#6,(1)#6 GROUND TRENCH120

215+80.0 39.5' LT.

217+94.7 41.5' LT.

219+37.1 41.5' LT.

221+15.2 40.5' LT.

42.0' RT.214+75.6

216+82.5 42.2' RT.

221+00.7 44.8' RT.

222+34.0 29.7' RT.

4

2

4

2

WRA

LI-05

SUSSEX


LIGHTING PLAN

136

T201804301

DWC

MJB

MA

TC

H

LIN

E S

TA. 2

14+

50 - LI-

02

NOTES:

4.

3.

2.

1.

MEET OR EXCEED EXISTING CONDITIONS AND NEC.

PARKING LOT LIGHTING TO REMAIN. ALL WIRING OF PROPOSED POLES SHALL

CONCRETE POLE BASE AND SQUARE TUBE POLE THAT MATCHES THE EXISTING

THE CONTRACTOR SHALL RELOCATE THE EXISTING LUMINAIRE ONTO A NEW

OR RELOCATE THE EXISTING POLE IF UNABLE TO ROTATE THE EXISTING LIGHT.

DELMARVA POWER SHALL ROTATE THE EXISTING LEASED LIGHT, AS SHOWN.

APARTMENTS.

REMOVE THE LIGHT FROM THE EXISTING ACCOUNT WITH THE CHEER CENTER

DELMARVA POWER SHALL REMOVE THE EXISTING LEASED POLE AND LIGHT AND

AT APPROXIMATELY 30 FT.

EQUIVALENT LED LUMINAIRE ON THE PROPOSED UTILITY POLE MOUNTED

DELMARVA POWER SHALL INSTALL A 12 FT BRACKET ARM WITH 250 WATT


40'

40'

40'

40'

3.0" 5' (2)#6,(1)#6 GROUND TRENCH114

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

UT

02.d

gn

5/1/2

02

08:5

7:5

4

AM

+

+

P.B. 62-346

EASEMENT #5


P.B. 91-36

D.R. 3024-328,

GRANTED TO DELDOT

PERMANENT EASEMENT


P.B. 39-185

D.R. 2052-152



135-15.00-119.03

LOT 2

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117


SUSSEX PREPARATORY

135-15.00-119.02

P.B. 198-94

D.R. 4156-158

CHEER, INC.

135-15.00-25.01

P.B. 60-90

D.R. 4148-165


135-15.00-115.06

LOT 1

P.B. 60-90

D.R. 4410-107


135-15.00-115.09

LOT 3

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

P.B. 91-36

D.R. 3102-291

PARK CENTER, LLC

GEORGETOWN EAST

135-15.00-39.01

DELDOT ACQUISITION

PARCEL A FUTURE

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

TCE-1TCE-1

TC

E-1

P.B.

39-185

P.B.

70-26

P.B.

214-117

D.R.

4136-117

FO

UN

DA

TIO

N, IN

C.

AC

AD

EM

Y

PR

EP

AR

AT

OR

YS

US

SE

X

135-15.0

0-119.0

2

TCE

D.R. 3057-80

GRANTED TO DELDOT

PERMANENT EASEMENT


R/W-1

R/W

P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

R/

W

R/

W

R/

W

P.B. 60-90

D.R. 4410-107

LLC

STERLING SQUARE,

135-15.00-115.08

LOT 2

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

7-R

11-R

8-R

12-R

10-R

13-R

5-L

6-L

9-L

11-L

PER PB 129-53.

ACCESS AND DRAINAGE

EASEMENT FOR CROSS

20' WIDE PERMANENT

PE-1

R/

W

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

LOC

211

+00

212

+00

213

+00

214

+00

PT 211+37.08

PC 213+33.49

500+00

501+

00

POB 499+50.0

0

PC 500+80.2

7

PT 501+29.78

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

PT 11

1+53.52

PC 11

3+62.03

SV

SV

SV

8" TG-W (B)

8"

TG-S (B)

VE

R-C (B)

VE

R-

C (B)

VE

R-F

O (B)

VER-C (B)

BV-C (B)

BV-C (B)10" T

G-S (B)

10" TG-S (B)

10" TG-S (B)

10" T

G-

W (B)

VER-C (B)

DP-E (B)

VE

R-

C (B)

VE

R-

C (B)

BV-

C (B)

VE

R-

C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

8" TG-W (B)

10"

TG-

W (B)

8" T

G-W (B)

10" TG-S (B)

10" T

G-S (B)

10" T

G-S (B)8

" T

G-S

FM (B)

8"

TG-S

FM (B)

DP-E (B)

DP-E (B)

UNK (B)

UN

K (B)

EX SIG (B)

EX

SIG (B)EX SIG (B)

EX SIG (B)

EX SIG (B)

EX

SIG (B)

EX SIG (B)

EX SIG (B)

VER-F

O (B)

DP-E (B)

DP-E (

B)

ABANDONED

DP-E (B)

UU

U

#MV1

6" CHERRY

GRASSGRASS

12"DPE

MIX

HOT

CIN

DERS

+

SM

AL

L

TR

EE

S

PA

TIO

ST

ON

E

POND


SHED

METAL

GR

AV

EL

GR

AV

EL

ST

ON

ES

SPIKE

12"

RC

P

12" RCP

24"

HDP

E

12"

RC

P

12"

RCP

SHED

WOOD

SHED

WOOD

D.I.

D.I.

HOT

MIX

#VC53GRAVEL

DPL

#52

05259

#53546/

CONC W

EIR

PCC CURB TYPE 3-6

PCC CURB TYPE 3-6

TYPE 1-

6

PC

C

CU

RB

27"

X4

2"

RC

EP

CAP&

REBARTP130

12" RCP 12"

RC

P

X

X

6" 6"

WR

A14

7

N:2

54

225.8

690

RE

BA

R

&

CA

P

CO

NC

VINYL

BLOCK AND

1 STORY

CEDAR

5" 1

GRASS

MIX

HOT

MIX

HOT

GRASS

CONC

HOT MIX

OPTIC

FIBER

BURIED

GRASS

REBAR & CAP

TP108

EL = 50.06'

"+" CUT

FLANGE BOLT FH

ROADSIDE

BM - #3

& CAP

REBAR

TP109

GRAVEL

REBAR & CAP

TP138

GRASS

GRASS

GRASS

#10B8"

14" TWIN PINE

GRAVEL

6" TWIN

MAPLE

8" CLUSTER

16" PINE

PINE

12" 1

12" PINE

12" MAPLE

GRASS

GRAVEL

CEDAR12"

CEDAR12"

GRASS

MULBERRY15"

MULBERRY12"

CHERRY10"

GRASS

CLUSTER4"

GRASS

POND

REBAR & CAP

TP110

GRASS

GRASS

& CAPREBARTP103

GRASS

GRASS

SOYBEAN

HOT MIX

MYRTLE6" CLUSTER

GRASS

SHRUBSSMALL

MYRTLE4" CLUSTER

CEDAR8"

8"

28"

SHEDVINYL

SHEDMETAL

05273

#53536/

DPL

05284

#53548/

DPL

05275

#53525/

DPL

05263

#53522/

DPL

05258

#58519/

DPL

MAPLE

6"

FRAME

WOOD

1 STORY

TWIN

6"

05249

#53523/

DPL

D.I.

CEDAR

4X1"

TWIN

2"

4" CLUSTER

TRIPLE

5" MAPLE

30"

SPIKE

TP86

05256

#53526/

DPL

SPIKE

TP85

05294

#53562/

DPL

PA

TIO

CO

NC

PIN

E16" 1

WVU

U

EM

EM

EM

CAPREBAR &

TP104

DP&L

05249

#53499/

DPL

05244

#53502/ TH-35

TH-34

TH-33

TH-32

TH-42

TH-30

TH-29

TH-28

TH-27

TH-25

TH-24

TH-23

TH-21TH-22

TH-20

TH-19

8" TG-W-10

8" TG-W-10

BV-C

16+00

17+00

18+00 19+00

20+00

20+88

20+88

38

+00

39+00

28

+00

29+00

30+00

8"

TG-S-30

10"

TG-

W-20

10" TG-

W-20

A

40

+00

41+00

42+00

35+00

36+00

37

+00

25

+00

26+0

0

27+00

8" TG-S-30

8" T

G-S-

30

8" TG-S-40

8"

TG-S-40

10" T

G-

W-20

10" TG-W-20

8" TG-W-10

8"

TG-

W-10

EMW.V.

N

SCALE

FEET

0 30 60 90



50

)TEERTS TEKRAM ,81

S( 9 SU

)91

3

S(

DA

OR

LLI

H

DN

AS

SAN

D HILL

RO

AD (S 319)

)91

3

S(

DA

OR

TR

OP

RIA

P.B. 40-173

D.R. 4079-125

TER-PEN, LLC

135-15.00-118.00

LOT A

9-R

MA

TC

H

LIN

E S

TA. 10

6+

50 - U

T-01

MATCH LIN

E STA. 214+50 - U

T-06

MA

TC

H

LIN

E S

TA. 11

4+

50 - U

T-03

- UT-05

AB

O

VER.

VER.

AB

O

AB

O

AB

O

VER.

RL

O

COMCAST

VER., DPE

RL

ODPE

AB

O

AIR

PO

RT

RO

AD (S 319)

VER.

F.O.

VER.

RM

C VAULT

UTILITY

VER.AB

O

RM

C

RM

C

RM

CSIG.

SIG.

SIG.

AB

O

VER.

AB

OVER.

VER.

TG-W

DND

RL

OVALLEY

BROAD

VALLEY

BROAD

TG-W

TG-S

TG-W

TG-S

C

AB

C

AB

C

AB

DNDTG-W

TG-W

DND

C

AB

C

AB

TG-S

C

ABTG-S

DNDTG-S

DNDTG-S

RM

C

DND TG-S

DND

TG-S

UTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

NO. STATION OFFSET

1.82'

3.50'

3.67'

3.50'

3.27'

3.34'

2.04'

2.19'

1.38'

3.01'

3.65'

3.09'

2.15'

3.03'

3.80'

2.56'

1ƒ" D.B. CABLE

1ƒ" D.B. CABLE

1ƒ" D.B. CABLE

10•" PLASTIC PIPE

10•" PLASTIC PIPE

1" D.B. CABLE

(2)1•" PLASTIC CONDUITS

1†" D.B. CABLE

1ƒ" PLASTIC CONDUIT

1†" D.B. CABLE


8•" PLASTIC PIPE

3/8" D.B. CABLE

4•" PLASTIC PIPE


8•" PLASTIC PIPE

VER-C

VER-C

VER-C

TG-W

TG-W

VER-C

VER-C

VER-C

DP-E

VER-C

VER-C

TG-W

VER-C

TG-SHC

BV-C

TG-W

TH-42 110+32.31 68.39'LT 47.45'

TH-35 112+47.56 16.34'RT 48.01'

TH-34 111+65.43 15.46'RT 48.23'

TH-33 111+30.70 38.09'RT 47.09'

TH-32 110+86.39 27.82'LT 47.75'

TH-30 108+94.17 81.78'RT 48.18'

TH-29 108+65.41 90.23'RT 48.00'

TH-28 108+62.48 80.73'RT 47.92'

TH-27 108+39.27 43.59'RT 48.83'

TH-25 108+28.50 31.24'RT 48.59'

TH-24 108+24.17 27.26'RT 48.39'

TH-23 108+19.83 28.63'LT 48.18'

TH-22 107+03.93 34.14'RT 47.92'

TH-21 106+89.36 34.61'RT 47.84'

TH-20 106+60.23 22.35'RT 48.41'

TH-19 106+63.52 28.45'LT 47.97'

1

2

3

46

5

6

MH

7

MH

8

MH

FIELD SURVEYED. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION.

*WATER SERVICES, METERS, AND SEWER LATERALS SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

7 ARV

2

WRA

UT-02

SUSSEX


UTILITY RELOCATION PLAN

139

T201804301

FJB

RRW

A

O

DND

DNDVALLEY

BROAD

METER

SIGN AND

CHEER CENTER

RELOCATED

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

VALVE. SEE DETAIL D2-7 ON SHEET DT-03.

RELOCATE EX. FIRE HYDRANT AND WATER

DETAIL ON SHEET DT-04.

INSTALL ARV. SEE AIR RELEASE VALVE

ON SHEET DT-03.

INSTALL DOGHOUSE MANHOLE. SEE DETAIL D4-5

PROVIDE 95 LF 12" STEEL CASING UNDER US 9.

PROVIDE 115 LF 16" STEEL CASING UNDER US 9.

HILL ROAD.

PROVIDE 100 LF 16" STEEL CASING UNDER SAND

SLEEVE AS NECESSARY.

CONNECT TO EX. WATER WITH TEE. PROVIDE SOLID

SOLID SLEEVE AS NECESSARY.

CONNECT TO EX. WATER WITH 45° H.B. PROVIDE

8

2

2

2 ADDED FIRE HYDRANT AND WATER VALVE. ADDED NOTE 8. R. WILLS - 5/1/20

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

UT

05.d

gn

5/1/2

02

08:5

7:5

6

AM

10' D

RAIN

AG

E

EA

SE

ME

NT

PB 70-26

P.B. 70-25

P.B. 214-117

D.R. 4136-117


135-15.00-119.00

P.B. 40-173

D.R. 3753-258


CHARLES F. SHORT

135-15.00-116.00

LOT F

D.R. 3764-240

PROPERTIES, LLC

D.M. TAYLOR

135-15.00-115.07

P.B. 60-90

D.R. 4148-165


135-15.00-115.06

LOT 1

P.B. 6

0-90

D.R. 4

14

8-165

ST

ER

LIN

G

SQ

UA

RE, L

LC

135-15.0

0-115.0

6

LO

T 1

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/W

P.B. 39-185

P.B. 70-26

P.B. 214-117

D.R. 4136-117

FOUNDATION, INC.

ACADEMY

PREPARATORY

SUSSEX

135-15.00-119.02

R/W-2

R/W

R/W

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

D.R. 4983-6

JOSEPH M. SCHELL

135-15.00-117.00

16-R

11-R10-R

17-R

8-R

10-

R

18-R

205+00 206+00

207+00

208+00

209+00

210+00

PC 205

+87.95

SV

+

U

PVTPVT

VER-C (B)

VER-C (B)VER-FO (B)

VER-C (B)

BV-C (B)

VER-C (B)

VER-FO (B)

VER-C (B)

VER-C (B)

COM-C (B)

COM-FO (B)

VER-C (B)

VE

R-

C (B)

VER-C (B)

DP-E (B)

BV-C (B)

CO

M-F

O (B)

COM-C (B)

VER-C (B)

VER-C (B)

DP-

E (B)

COM-C (B)

10" TG-W (B)

10" TG-W (B)


UNK (B)

COM-FO (B)VER-C (B)

COM-C (B)

SCO

VER-C (B)

VE

R-

C (B)

VE

R-F

O (B)

DP-E (B)

DP-

E (B)

CO

M-

C (B)

DP-E (B)

VE

R-

C (B)

WV

WV + + + +

X

GRASS

GRASS

GRAVEL

GRASS

GRASS

SPIGOT

AC

12" RCP 12" RCP

HOT MIX

HOT MIX

HOT MIX

HOT MIX

MIX

HOT

MAC

++

4" CLUSTER

GRASS

6" TWIN

SMALL TREES

VIN

YL

MO

BIL

E

TR

AIL

ER

27"X42" RCEP

12" PVC

+

GRASS

27"X42" RCEP

AND TREES

SMALL SHRUBS

3"

#10

B

14"

TWIN

PIN

E

PINE

3" PINE

3"

PINE

3"

PINE

2"

PINE

4"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

& CAP

REBAR

TP145

POND

4" 4"

3"3"3"HOLLY

2"

HOLLY

2"

HOLLY

2" HOLLY

2"

HOLLY

2"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

& CAP

REBAR

TP144

POND

MAPLE

3"MAPLE

3"

MAPLE

3"MAPLE

3"

MAPLE

3"

MAPLE

3"

05204

53571/

DPL

MAPLE

3"

ABANDONED

05219

#53555/

DPLPINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3" PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

PINE

3"

05235

#53538/

DPL

PINE

3"

PINE

3"

PINE

3"

PINE

3"PINE

3"

PINE

3"

PATIO

CONC

MAPLE

36"

& CAP

REBAR

TP82OAK

24"MAPLE

40"10"

& CAP

REBAR

TP81

LOCATION

APPROX. WELL

VINYL

1 STORY

SHED

WOOD

SHED

WOOD

MAPLE

TWIN

10"VINYL

2 STORY

& CAP

REBAR

TP140

SHRUBS

CLUSTER

1"SHELTER

BUS

APPLE

6"

APPLE

6"

PLUM

2"

OAK

12"

MAPLE

15"MAPLE

14"

FIR

14"

CEDAR

CLUSTER

6"

NAIL

MAG

TP78MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

MYRTLE

CLUSTER

2"

BLOCK

1 STORY

MYRTLE

2" TRIPLE

MYRTLE

3" TRIPLE

& CAP

REBAR

TP83

BEECH

12"

& CAP

REBAR

TP139

42X12" CEDAR

10" 3"12"

8"

TWIN

8"

TWIN

8"

PINE

16" 1

PINE

14"

CLUSTER

8"

TV

U

VINYL

1 STORY

BV-C

A

33+00

34+00

24+00

8" TG-S-30

8" TG-S-30

30+00

31+00

32+00

20+00 21+00

22+00

23+00

8" TG-S-30

10" TG-W-20

10" TG-W-20

TV

TV

F.H.

W.V.

NSCALE

FEET

0 30 60 90


MA

TC

H

LIN

E S

TA. 204+

50 - U

T-04

MATC

H LIN

E STA. 210

+50

- U

T-02

STE

RLIN

G

AV

EN

UE

DND

F.O.

VER. AB

O

AB

O

AB

O

VER.

AB

O

COMCAST

RL

OCOMCAST

AB

OVER.

VER.

AB

O

AB

OVER.

RL

O VALLEY

BROAD

DND

TG-S

TG-S

C

ABTG-W

C

AB

DND

TG-W

C

ABTG-W

TG-SC

AB

COMCAST DND

2

1



3

ARV

1

WRA

UT-05

SUSSEX



142

T201804301

FJB

RRW

DP-E

DNDVALLEY

BROAD

NOTES:

4.

3.

2.

1.

RELOCATE EX. FIRE HYDRANT AND WATER VALVE. SEE DETAIL D2-7 ON SHEET DT-03.

INSTALL ARV. SEE AIR RELEASE VALVE DETAIL ON SHEET DT-04.

NECESSARY.

CONNECT TO EX. WATER WITH 22.5° H.B. PROVIDE SOLID SLEEVE AS

CONNECT TO EX. FORCE MAIN. PROVIDE SOLID SLEEVE AS NECESSARY.

4

2

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

UT

06.d

gn

5/1/2

02

09:0

1:3

3

AM

+

P.B. 62-346

EASEMENT #1


P.B. 62-346

EASEMENT #3

EASEMENT

EXISTING UTILITY

P.B. 62-346

EASEMENT #4


P.B.

62-34

6

EA

SE

ME

NT

#7

EA

SE

ME

NT

EXIS

TIN

G

DR

AIN

AG

E

P.B. 62-346

EASEMENT #7

DRAINAGE EASEMENT

EXISTING

P.B. 91-36

D.R. 3102-291


135-15.00-39.01

LOT 1

D.R. 2345-93


135-15.00-26.01

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3

TCE-

3

R/W

R/W

R/

W

D.R. 2345-93


135-15.00-26.02

PARCEL B

P.B. 62-346

EASEMENT #6


P.B. 62-346

EASEMENT #6

UTILITY EASEMENT

EXISTING

P.B. 62-346

D.R. 2004-182


135-15.00-26.03

PARCEL C

6-L

9-L

11-L

10-L

215+00

216+00217+00 218+00 219+00 220+00 221+00

PT 216

+94.65

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

PT 5

01+

29.7

8

PC 502+34.5

8

PT 502

+88.07

PC 507

+56.71

PT 508+57.20

0+00

1+00

2+00

PV

T

8" TG-W (B) 8" TG-W (B)

10"

TG-S (B)

8"

TG-S (C)

6"

TG-S (C)

8" TG-S (C)8" T

G-S (C)

VER-C (B)

10" TG-S (B)

VER-C (B)


VER-C (B)

VER-C (B)VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

COM-C (B)

DP-E (B)

DP-E (B)

VER-C (B)

VE

R-C (B)

8" TG-SFM (B)

8" TG-SFM (B)

DP-

E (B)

VE

R-

C (B)

VE

R-

C (D)

VER-C (D)

VE

R-

C (D)

8" TG-W (D)

8"

TG-

W (D)

8" T

G-

W (D)

8"

TG-

W (D)

8" T

G-

W (D)

8" TG-W (D)

WVWV

WV

EM

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

ACAC

WVWV WV

WV

WV

WV

WV

++ CONC

WIER

CONC

GRASS

CINDERS

8" PVC

15" RCP

+

1

1

+

+

+

++

1

+ +

WA

LL

2"

PE

AR

CO

NC

8"

OA

K VIN

YL

CH

ER

RY

1"

OA

K

3"

GRASS

GR

AS

S

CO

NC

CO

NC

3'

CO

NC

3'

CO

NC

6"

32"

TWIN

MA

PL

E

3"

TWIN

PO

ND

CO

NC

3'

BUS

HES

ST

ON

ES

WA

LL

3

ST

OR

YB

OX

CO

NT

RO

LD

OO

R

AC

AC

AC

AC

ACACA

CAC

AC

ACA

CAC

ACACAC

AC

AC

AC

CONC

BUSHES

AC

5'

3'

4" P

VC

4" P

VC

(DO

WNSP

OUT)

4"

PV

C

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

(D

OW

NS

PO

UT)

4" P

VC

12" PVC

HO

T

MIX

GRASS

LANE

FIRE

SOYBEAN

HOT MIX

05294

#153528/

DPL

HOT MIX

MYRTLE

6" CLUSTER

105314

#5353/

DPL

CONC

HOT MIX

GRASS

CLUSTER

6"

REBAR & CAP

TP102

EL = 48.09'

"+" CUT

FLANGE BOLT FH

ROADSIDE

BM - #2

05334

#53534/

DPL

SOYBEAN

GRASS

GRASS

HOT MIX HOT MIX 05354

#53536/

DPL

QUAD

8"

CONC

PIPE

VERTICAL

TOP 12"

8"

8"

8"

7"

6"

6"

HOLLY

8" 0

7"

7"

7"

7"

6"

8"

8"

GRASS

FREEZER

WALK IN

TANK

MIX

HOT

MAC

4'

4'

HOT MIX

WALL

SHED

WOOD

VALVE

PROPANE& CAP

REBAR

TP107

GRASS

STUCKO

BLOCK/BRICK

2 STORY

GRASS

SAW

CONCBRICK

HOT MIX

HOT MIX

2"

2"

3' 0 PINE

1"PINE

1"3"

WALL

BLOCK

GRASS

SAW

& CAP

REBAR

TP50& CAP

REBAR

TP105

GRASS8"

8"

HOUSE

SCREEN

WOOD

CLUSTER

3"

GRILL

BBQ

CEDAR

QUAD

18"

MYRTLE

CLUSTER

3"

GRASS

GRASS

CEDAR

1"

TRIPLE

8"MYRTLE

CLUSTER

2"

TWIN

10"

& CAP

REBAR

TP51

1"

TRIPLE

5"PINE

6"

GRASS

PINE

10"

MYRTLE

CLUSTER

4"

3"

MYRTLE

CLUSTER

3"

MYRTLE

CLUSTER

3"

QUAD

8"

GRASS

SAW 3"

PAD

DUMPSTER

CONC

TRIPLE

8"

TWIN

4"3"

4"

4"

5"

BUSHES6"

& CAP

REBAR

TP106

6"

6" GRASSCONC

MYRTLE

CLUSTER

5"

HOLLY

2"

GRASS

& CAP

REBAR

TP100

?

U

U

U

X

HOT MIX3" CLUSTER

6" CLUSTER

MYRTLE

12"

2" HOLLY

BOXSWITCHELEC.

BOXPANELELEC.

REBAR & CAPTP52

GUM1"

TRIPLE10"

OAK1"

GRASS

TH-40

W.V.

A

39+00

40+00

41+00

42+00

43+00

44+00

45+0

0

46+0

0

8" TG-S-30

8" TG-S-30

8" T

G-S-

30

8"

TG-S-30

8"

TG-

W-30

30

+00

30+62

W.V.

N

CL

AR

K

DRIV

E

SCALE

FEET

0 30 60 90


MA

TC

H

LIN

E S

TA. 2

14+

50 - U

T-02 M

AT

CH

LIN

E S

TA. 221+

50 - U

T-07

AB

O

AB

O

VER.

AB

OVER.

VER.

C

ABTG-S

TG-SC

AB

DND TG-W

DNDTG-S

DNDTG-S

DND TG-S

RL

O

UTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

NO. STATION OFFSET

TG-W 3.72'TH-40 217+60.26 29.97'LT 48.27' 8•" PLASTIC PIPE

AB

O

VER.

1



2

ARV

3

WRA

UT-06

SUSSEX



143

T201804301

FJB

RRW

NOTES:

3.

2.

1.

DT-03.

RELOCATE EX. FIRE HYDRANT AND WATER VALVE. SEE DETAIL D2-7 ON SHEET

INSTALL ARV. SEE AIR RELEASE VALVE DETAIL ON SHEET DT-04.

SLEEVE AS NECESSARY.

CONNECT TO EX. FORCE MAIN WITH 90° H.B. PROVIDE SOLID

DNDVER.

RL

CTG-W

DND

TG-W

DND TG-W

DND TG-W

2

2

3

3

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

SS

02.d

gn

5/1/2

02

08:5

8:0

1 A

M

INV.(45.06)

8" NOTCHED WEIR

INV. (46.12)

3' RECTANGULAR WEIR

EM

INV:4

5.6

2

DIR.

ONLY

INV:4

5.7

1

INV:4

5.6

5

DM

H(4

437)

TOP:4

7.7

4

INV:4

5.2

3IN

V:4

5.2

3

211

+00

212

+00

213

+00

214

+00

500+00

501+

00

107+00

108+00

109+00110+00 111+00

112+00113+00

114+00

EXISTING R/W

W/

R

GNI

TSI

XE

W/R GNITSIXE

W/R GNITSIXE

TCE-1TCE-1

TC

E-1

TCE

R/W-1

R/W

R/

W

R/

W

PE-1

R/

W

PE-2

PE-2

PE-2

PE-2

PE-2

PE-2

P

P

8" TG-W-10

8" TG-W-10

BV-C

16+00

17+00

18+00 19+00

20+00

20+88

20+88

38

+00

39+00

28

+00

29+00

30+00

8"

TG-S-30

10"

TG-

W-20

10" TG-

W-20

A

40

+00

41+0035+00

36+00

37

+00

25

+00

26+0

0

27+00

8" TG-S-30

8" T

G-S-

30

8" TG-S-40

8"

TG-S-40

10" T

G-

W-20

10" TG-W-20

8" TG-W-10

8"

TG-

W-10

EMW.V.






ITEMSYMBOL

A

B

C

E

QUANTITY



D





F

GMARKING, BIKE SYMBOL (ITEM 817015)

PREFORMED RETROREFLECTIVE THERMOPLASTIC PAVEMENT

HSTRIPING (ITEM 817005)(2' LINE, 6' GAP, 2' LINE)

5" DOTTED WHITE ALKYD-THERMOPLASTIC PERMANENT PAVEMENT

ISTRIPING, 10'x2' (ITEM 817002)






STRIPING,(ITEM 817014)(2' LINE, 2' GAP, 2' LINE)

10" BROKEN WHITE EPOXY RESIN PAINT, PERMANENT PAVEMENT

STRIPING (ITEM 817006)

12" SOLID WHITE ALKYD-THERMOPLASTIC PERMANENT PAVEMENT



DEAD ZONECAMERA

P

YIELD

YIELD

SPEEDLIMIT

35

DART

DELAWARE TRANSIT CORPORATION

1-800-652-DART

206 303

DART

DELAWARE TRANSIT CORPORATION

1-800-652-DART

206 303

SPEEDLIMIT

35



STRIPING, 10'x2' (ITEM 817002)


STRIPING, SYMBOL/LEGEND, (ITEM 817002)


L







N

SCALE

FEET

0 30 60 90


50

)91

3

S(

DA

OR

LLI

H

DN

AS

2

CO

JW

4

9

CO

AMOUNT AND TYPE OF CABLE/ WIRESIZE LENGTHCONDUITS# OF

CO# B/T/O

1

1

B = BORE, T = TRENCH, O = OPEN CUT

ITMS CONDUIT RUN SCHEDULE

T4.0 IN

4.0 IN B

EMPTY

SS-02

3

1 28 FT

T2.0 IN

2.0 IN T

4*

5*

2

3

351 FT**

23 FT

SS-02

2

SS-02

4A

SS-02

4B

SS-02

4C

SS-02

5A

SS-02

5B

SS-02

6

SS-02

8

SS-02

7A

SS-02

7B

SS-02

7C

SS-02

7D

SS-02

9SS-02

12

SS-02

11

SS-02

13

SS-02

14

SS-02

16

SS-02

17A

SS-02

17B

SS-02

19ASS-02

21A

SS-02

21B

SS-02

19B

SS-02

19C

SS-02

18

SS-02

20

SS-02

23SS-02

24

SS-02

26

SS-02

22A

SS-02

22B

SS-02

25A

SS-02

25B

SS-02

25C

SS-02

25D

SS-02

25E

SS-02

27

SS-02

29

SS-02

31

SS-02

34

SS-02

33

SS-02

28A

SS-02

28B

SS-02

32B

SS-02

32A

D

C

A

B

E

I

I

H I

I

D

I

J

E

G

G

A E

A

J

GF

A

G

8.0'

11.0'

11.0'

11.0'

11.0'

8.0'

11.0'

5.0'

G

A

E

J

11.0'

11.0'

11.0'

11.0'

(S 319)

AIR

PO

RT R

OA

D

5.0'

AB

11.0'

5.0'

11.0'

8.0'

11.0'

11.0'

11.0'

11.0'

5.0'

11.0'

B

A

G

A

F

C

EA

E

A

G

A

F

G

J

A

SS-02

1

SS-02

15

1 4.0 IN T6

SS-02

10A

SS-02

10B

3625 LF

70 LF

790 LF

200 LF

300 SF

1410 LF

40 LF

1480 SF

160 SF

SS-02

30

+62

+66+14

+00

+70+50

+50

+25

+03

(TYP.)

12.0'

(TYP.)

8.5'

L

EL

E

E

E

E

L

L

L

1

A

A

A

A

G

G

G

A

A

A

10 EA

11.0'

10.0'

1300 LF

NEW SIGN POST

INSTALL ON

+49

+84

+69

E

C


** QUANTITY CONTINUES ON ADJACENT SHEET

4.0 IN T7

3.0 IN T8

NOTES:

ALL CABLES ARE NEW

* PROPOSED RIGID GALVANIZED STEEL

SERVICE FEED

PROPOSED

1 4.0 IN T9

1 4.0 IN T11

MA

TC

H

LIN

E S

TA. 10

6+

50 - SS-01

- SS-05

MA

TC

H

LIN

E S

TA. 11

4+

50 - SS-03

MATCH LIN

E STA. 214+50 - SS-06

(1) 2/#8 U.F. W/ GROUND - LINE SIDE

205 FT**

(1) 2/#8 U.F. W/ GROUND - LOAD SIDE

EMPTY

CCTV CAMERA CABLES

SIG-CON

SIGN

PRIVATE

SIGNING, STRIPING,

MJB

AFD


SS-02

WRAGEORGETOWN EAST

149

T201804301

AND CONDUIT PLAN

I

11.0'

11

CO

JW

4

JW

7

3

CO

5

CO

6

CO

CA

M

8

CO

7

CO

PB

3

PL

12CAMERA50' CCTV

4

CO

14 FT EMPTY

EMPTY

275 FT EMPTY

454 FT**

US 9 (S 18, E. MARKET STREET)

1

E

+758'

8'

8'

8'

SCAM178

NOTE 3

SEE

3.

2.

1.

NUMBER 2019-AEA-12437-OE.

WITHIN 5 DAYS OF THE INSTALLATION OF THE 50' CCTV POLE. REFERENCE AERONAUTICAL STUDY

DELDOT'S TRAFFIC CONTRACTOR SHALL FILL OUT FAA FORM 7460-2 (NOTICE OF ACTUAL CONSTRUCTION)

IS IN PLACE.

THE CONTRACTOR SHALL CONTACT DENISE KSIAZEK (DELDOT) AT 302-981-6464 ONCE ALL ITMS CONDUIT

HDPE SDR-13.5 WHEN INSTALLED BY BORING, UNLESS OTHERWISE NOTED.

ALL CONDUITS SHALL BE SCHEDULE 80 PVC WHEN INSTALLED BY TRENCHING OR OPEN CUT AND

2 14 FT

8 FT CCTV CAMERA CABLES

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

SS

05.d

gn

5/1/2

02

08:5

8:1

7

AM

SCHOOL

PATTERN

TRAFFIC

NEW

9

EAST

WEST

9

404

404

SPEEDLIMIT

35

STOP

WV

INV:45.54

INV:47.56

INV:47.86

INV:4

5.5

4

INV:4

5.8

9

TOP:4

9.5

4

DM

H(10846)

INV:47.07

DIR. ONLY

DIR. ONLY

205+00 206+00

207+00

208+00

209+00

210+00

EXISTING R/W

EXISTING R/W

TCE-1

TCE-2

R/WR/W-2

R/W

R/W

R/W

TCE-3PE-5

PE-5

PE-5

TCE-4

TCE-4

PE-6

PE-7

PE-7

TCE-4

TCE

BV-C

A

33+00

34+00

24+00

8" TG-S-30

8" TG-S-30

30+00

31+00

32+00

20+00 21+00

22+00

23+00

8" TG-S-30

10" TG-W-20

10" TG-W-20

TV

TV

F.H.

W.V.






ITEMSYMBOL

A

B

C

QUANTITY







MARKING, BIKE SYMBOL (ITEM 817015)










E





















































NSCALE

FEET

0 30 60 90

STE

RLIN

G

AV

EN

UE


SS-05

11

NOTE 1

SEE

SS-05

8A

SS-05

8B

SS-05

7

SS-05

9B

SS-05

9C

SS-05

9D

SS-05

5

SS-05

4

SS-05

1

SS-05

3B

SS-05

3A

11.0'

11.0'

11.0'

6.0'

6.0'

6.0'11.0'

11.0'5.0'

G

B

B

C

11.0'

G

A

11.0'

E

A

G

G A E

C

A A

G

+25

+20

+20

+70

+78

+70+48

+70

+18

SS-05

9A

8.0'

SS-05

2A

SS-05

2B

J

AMOUNT AND TYPE OF CABLE/ WIRESIZE LENGTHCONDUITS# OF

CO# B/T/O

1

1

B = BORE, T = TRENCH, O = OPEN CUT

ITMS CONDUIT RUN SCHEDULE

T4.0 IN

4.0 IN T

EMPTY

EMPTY

11

12

205 FT**

** QUANTITY CONTINUES ON ADJACENT SHEET

MATC

H LIN

E STA. 210

+50

QUANTITY

5 EA

1265 LF

2000 LF

140 LF

60 SF

20 SF

- SS-02

MA

TC

H

LIN

E S

TA. 204+

50 - SS-04

SIGNING, STRIPING,

MJB

AFD


SS-05

WRAGEORGETOWN EAST

152

T201804301

AND CONDUIT PLAN

A

JW

4 11

CO

12

CO

13

COJW

4

13 1 4.0 IN 258 FT** T EMPTY

286 FT

C

11.0'

NOTES:

3.

2.

1.

IS IN PLACE.

THE CONTRACTOR SHALL CONTACT DENISE KSIAZEK (DELDOT) AT 302-981-6464 ONCE ALL ITMS CONDUIT

HDPE SDR-13.5 WHEN INSTALLED BY BORING, UNLESS OTHERWISE NOTED.

ALL CONDUITS SHALL BE SCHEDULE 80 PVC WHEN INSTALLED BY TRENCHING OR OPEN CUT AND

MAXIMUM OF 180 DAYS. STATE FORCES SHALL BE RESPONSIBLE FOR REMOVING THE W23-2P-DE SIGN.

THE PROPOSED W23-2P-DE SIGN SHALL BE INSTALLED FOR A MINIMUM OF 30 DAYS AND A

SS-05

6

SS-05

10A

SS-05

10B

SS-05

10C

SS-05

10D

2


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SHEET NO.

N:\

3198

5-015\

CA

DD\

SS

06.d

gn

5/1/2

02

08:5

8:1

8

AM

JCT

9

PATTERN

TRAFFIC

NEW

404

9

EAST

WEST

9

404

404

YIELD

YIELD

YIELD

YIELD

WV

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

ACAC

WVWV WV

WV

WV

U

U

U

INV:44.62

INV:44.60

INV:46.83

DIR. ONLY

215+00

216+00217+00 218+00 219+00 220+00 221+00 222+00 223+00

502+00

503+00 504+00 505+00 506+00 507+00

508+00

509+00

510

+00

511+

00

0+00

1+00

2+00

EXISTING R/W

EXISTING R/W

TCE-2

TCE-2 TCE-2

TCE-3

TCE-

3

TCE-

3

TCE-3

R/W

R/W

EXISTING R/W

EXISTING R/WTH-40

W.V.

A

39+00

40+00

41+00

42+00

43+00

44+00

45+0

0

46+0

0

8" TG-S-30

8" TG-S-30

8" T

G-S-

30

8"

TG-S-30

8"

TG-

W-30

30

+00

W.V.






ITEMSYMBOL

A

B

C

QUANTITY





















ISTRIPING, 10'x2' (ITEM 817002)
















E







F























K

L



MSTRIPING (ITEM 817006)




N

CL

AR

K

DRIV

E

SCALE

FEET

0 30 60 90


NOTE 1

SEE

SS-06

1

SS-06

2A

SS-06

2B

SS-06

4A

SS-06

4B

SS-06

4C

SS-06

4D

SS-06

7

SS-06

3A

SS-06

14

SS-06

16

SS-06

17

SS-06

18

SS-06

20

SS-06

23

SS-06

21A

SS-06

22A

SS-06

22B

SS-06

22C

SS-06

28A

SS-06

28B

8.0'

11.0'

11.0'

11.0'

8.0'

11.0'

11.0'

11.0'

11.0'

11.0'5.0'

6.0'

B

A

CGA

B

C

A

E

G A

+96

+95

+86

+95

SS-06

3B

LE 17.0'

(TYP.)

12.7'

E

E

E

E

E

E

(TYP.)

12.0'

(TYP.)

9.0'

20.0'

E

E

20.0'

L 17.0'

L

L

(TYP.)

3.0'

L13.0'

13.0'

14.0'

E

24.0'

28.0' E

10.0'

6.0'6.0'

10.0'

6.0'

SS-06

6

8.5' (TYP.)

12.0' (TYP.)

I

L

M

LL

L

L

SS-06

22D

SS-06

21BE

MA

TC

H

LIN

E S

TA. 2

14+

50 - SS-02 M

AT

CH

LIN

E S

TA. 223+

25 - SS-07

SIGNING, STRIPING,

MJB

AFD


SS-06

WRAGEORGETOWN EAST

153

T201804301

AND CONDUIT PLAN

2 EA

220 SF

70 LF

3850 LF

2050 LF

185 LF

2670 LF

300 SF

SS-06

5A

SS-06

5B

SS-06

9A

SS-06

9B

SS-06

12

SS-06

29

SS-06

15

SS-06

24

SS-06

25

SS-06

26

SS-06

27

SS-06

8

SS-06

10A

SS-06

10B

SS-06

11A

SS-06

11B

SS-06

13A

SS-06

13B

SS-06

13C

SS-06

19A

SS-06

19B

A

KE

E

K

EK

AA

F

A

F

60 LF

SS-06

30

B

F

A

A

I

I

F

A

F

F

1110 LF

+11

1.

RESPONSIBLE FOR REMOVING THE W23-2P-DE SIGN.

OF 30 DAYS AND A MAXIMUM OF 180 DAYS. STATE FORCES SHALL BE

THE PROPOSED W23-2P-DE SIGN SHALL BE INSTALLED FOR A MINIMUM

NOTE:

2
