August 11, 2017 Contract No. T200912002.01 Jamison …

VIA OVERNIGHT DELIVERY

August 11, 2017Contract No. T200912002.01Jamison Corner Road Relocated at Boyds Corner Road New Castle County

Ladies and Gentlemen:

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

1. The date for the receipt of bids has been moved to Tuesday, August 22, 2017, at 2:00 p.m.

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

3. One (1) page, Table of Contents, page v, revised, to be substituted for the same page in the Proposal.

4. Special Provisions 746573-Luminaire (HPS) 400 Watts and 746594-Luminaire (HPS) 250 Watt, have been deleted from the Proposal.

5. Two (2) pages, Special Provision 850502-Luminaire (LED), 150 Watt, has been added to the Proposal.

6. The following Item Numbers on the Bid Proposal Forms have been deleted: 743027, 746573 and 746594.

7. Ten (10) pages, Bid Proposal Forms, pages 5, 9 and 11-17, revised, to be substituted for the same pages in the Proposal and page 18 has been added to the Proposal.

The following Item Numbers have been revised: 612223, 712005, 744530, 745602, 745604, 746517, 746650, 746852, 746887, 746890, 746907 and 746942.

The following Item Numbers have been added: 612201, 612221, 708054, 743029, 907501, 908020, 910006 and 850502.

8. The following Plam Sheets have been revised and replaced: 10, 11, 27, 28, 57, 98, 99 and 100.

9. The following Plan Sheets have been added: 100A, 100B and 100C.

10. The following Cross Section Sheets have been added: 2A, 3A and 4A.

11. The following Cross Section Sheets have been deleted: 2, 3 and 4.

12. Expedite File Disc, Amendments No. 1.

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

Sincerely,

~signature on file~

Robert A. Kovacs Competitively Bid Contracts Coordinator (302) 760-2030

STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL

for

CONTRACT T200912002.01

Jamison Corner Road Relocated at Boyds Corner Road

New Castle County

ADVERTISEMENT DATE: July 17, 2017

COMPLETION TIME: 432 Calendar Days

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONDELAWARE DEPARTMENT OF TRANSPORTATION

AUGUST 2001

Bids will be received in the Bidder's Room at the Delaware Department of Transportation's AdministrationBuilding, 800 Bay Road, Dover, Delaware until 2:00 P.M. local time August 15 22, 2017

Addendum No. 1 August 11, 2017

robert.kovacs

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Contract No. T200912002.01

705530 – TRIANGULAR CHANNELIZING ISLANDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44708582 - MANHOLE, SPECIAL I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46708596 - MANHOLE, SPECIAL II. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47710506 - ADJUST AND REPAIR EXISTING SANITARY MANHOLE. . . . . . . . . . . . . . . . . . . . . 48715505 - TEMPORARY DRAINAGE PIPE, 15".. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49744506 - CONDUIT JUNCTION WELL, TYPE 7, PRECAST POLYMER CONCRETE. . . . . . . . 51744530 - CONDUIT JUNCTION WELL, TYPE 11, PRECAST CONCRETE/POLYMER

LID-FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51744531 - CONDUIT JUNCTION WELL, TYPE 14, PRECAST CONCRETE/POLYMER

LID-FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51744541 - FURNISH & INSTALL FRAME AND LID FOR JUNCTION WELL, TYPE 11. . . . . . . 53744542 - FURNISH & INSTALL FRAME AND LID FOR JUNCTION WELL, TYPE 14. . . . . . . 53745602 - FURNISH & INSTALL UP TO 4” SCHEDULE 80 HDPE CONDUIT (BORE). . . . . . . . 54745604 - FURNISH & INSTALL UP TO 4” SCHEDULE 80 PVC CONDUIT (TRENCH). . . . . . 54745606 - FURNISH & INSTALL UP TO 4” GALVANIZED STEEL CONDUIT (TRENCH). . . . 54746942 - INSTALLATION OF LIGHTING POLE WITH ARM AND LUMINAIRE. . . . . . . . . . . 58746567 - CABLES, 1/#1/0 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61746517 - ALUMINUM LIGHTING STANDARD WITH SINGLE DAVIT ARM, 30' POLE. . . . . 62746573 - LUMINAIRE (HPS) 400 WATTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66746594 - LUMINAIRE (HPS) 250 WATT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67746650 - ALUMINUM TRANSFORMER BASE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68746847 - POLE BASE, TYPE 3 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69746850 - POLE BASE, TYPE 4A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69746852 - POLE BASE, TYPE 6 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69746887 - INSTALLATION OF METAL TRANSFORMER BASE. . . . . . . . . . . . . . . . . . . . . . . . . 71746890 - ALUMINUM LIGHTING SINGLE DAVIT ARM, 15’ ARM SPREAD. . . . . . . . . . . . . . 72746907 - FURNISH & INSTALL 1-CONDUCTOR #2 AWG STRANDED COPPER. . . . . . . . . . 73746908 - FURNISH & INSTALL 1-CONDUCTOR #4 AWG STRANDED COPPER. . . . . . . . . . 73746924 - FURNISH & INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED

IN ¼” FLEXIBLE TUBING IN A LOOP SAWCUT. . . . . . . . . . . . . . . . . . . . . . . . . . . 78746926 – FURNISH & INSTALL ELECTRICAL UTILITY SERVICE EQUIPMENT 120/240. . . 81746941 - TRAFFIC CONTROL DEVICE EQUIPMENT TURN ON, PICK UP, REMOVAL

AND MAINTENANCE, TYPE III. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82747508 - LIGHTING CONTROL CENTER - 100 A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85747515 - CABINET BASE TYPE M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87747516 - CABINET BASE TYPE P. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87748502 - RAISED/RECESSED PAVEMENT MARKER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88748506 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 4"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89748548 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 5"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89748549 -PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 10"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89748530 - REMOVAL OF PAVEMENT STRIPING.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99748553 - PREFORMED RETROREFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS,

BIKE SYMBOL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100749574 - SIGN PANEL, ADVANCED NOTICE SIGNS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104749687 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON SINGLE SIGN POST. . . . 108749688 - INSTALLATION OF 4” DIAMETER HOLE, LESS THAN OR EQUAL TO 6” IN

DEPTH.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109749690 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON MULTIPLE SIGN POSTS. 110753501 - INSTALLING SANITARY SEWER, PVC 8". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111753503 - INSTALLING SANITARY SEWER, PVC 12". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111753505 - INSTALLING SANITARY SEWER, PVC 18". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111763501 - CONSTRUCTION ENGINEERING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114763508 - PROJECT CONTROL SYSTEM DEVELOPMENT PLAN.. . . . . . . . . . . . . . . . . . . . . . 121763509 - CPM SCHEDULE UPDATES AND/OR REVISED UPDATES. . . . . . . . . . . . . . . . . . . 121850502 - LUMINAIRE (LED), 150 WATT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125A907500 - TEMPORARY SWALE, TYPE A-1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126907510 - COMPOST FILTER LOG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128910500 - BIO-RETENTION SOIL, MIX I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130

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746573 - LUMINAIRE (HPS) 400 WATTS

Description:

This work consists of furnishing and installing 400 watt high pressure sodium fixtures in accordancewith these specifications and as shown on the Plans.

Materials:

The complete luminaire shall be a 400 watt high pressure sodium type powered from a nominal 480volt, 60 Hertz source. The luminaire shall have a heavy-duty die-cast aluminum housing with an electrocoatepoxidized acrylic gray finish and a hinged and removal front access door assembly with borosilicate glasslens. The luminaire shall be provided with a knuckle slipfitter mounting and photocell control. The ballastshall be a tray-mount auto-regulating type, capable of starting and operating the lamp down to temperaturesof -20EF (-29EC). The optical assembly shall be sealed with a front access door perimeter gasket andactivated charcoal filter. The luminaire shall be a General Electric M4AR40S0A2GMN31 or CooperOVM40SCW3E4T or approved equal.

Method of Measurement:

The quantity of 400 watt luminaires will be measured as the actual number of luminaires completein place and accepted.

Basis of Payment:

The quantity of 400 watt luminaires will be paid for at the Contract unit price per each. Price andpayment will constitute full compensation for furnishing all materials, and for all labor, tools, equipment, andincidentals necessary to complete the item installation.

6/19/06

66

x Addendum No. 1 August 11, 2017


746594 - LUMINAIRE (HPS) 250 WATT

Description:

This work consists of furnishing and installing Type A and Type B 250 watt high pressure sodiumfixtures on poles, in accordance with these specifications and as shown on the Plans.

Materials:

The complete Type A or Type B luminaire shall be a 250 watt high pressure sodium type poweredfrom a nominal 240 or 277 volt, 60 hertz source. The luminaire shall have a heavy-duty die-cast aluminumhousing with an electrocoat gray finish and a hinged and removable door assembly with a heat/impactresistant glass prismatic lens. The luminaire shall be provided with internal two-inch slipfitter mounting andphotocell control. The ballast shall be a multi-tap (120/208/240/277 volt) auto-regulating type, capable ofstarting and operating the lamp down to temperatures of 78EF (28EC). The optical assembly shall be sealedwith a perimeter gasket and activated charcoal filter.

The Type A fixture shall have medium, semi-cutoff NEMA Type 3 distribution and shall be GeneralElectric Catalog Number M4AR-25-S-0-M-2-G-MS3-2, Lithonia Lighting CHLD-250S-R3-DLG-TB-MRB-PEU-CF or approved equal.

The Type B fixture shall have medium, non-cutoff NEMA Type 4 distribution and shall be GeneralElectric Catalog Number M4AR-25-S-0-M-2-G-MN4-2-F or Holophane Vector Model No.HL2A250HPMTKGR-PR approved equal.


The quantity of 250 watt (HPS) luminaires will be measured as the actual number of luminairesprovided complete in place and accepted.

Basis of Payment:

The quantity of 250 watt (HPS) luminaires will be paid for at the Contract unit price per each. Priceand payment will constitute full compensation for furnishing all materials, and for all labor, tools, equipment,and incidentals necessary to complete the item installation.

12/21/10

67

x Addendum No. 1 August 11, 2017

850502 - LUMINAIRE (LED), 150 WATT

Description:

This work consists of furnishing and installing an LED light fixture on poles, in accordance withthese specifications and as shown on the Plans.

Materials:

The complete fixture shall have a heavy-duty, cast-aluminum housing, door with extruded aluminumheat sink, tool-less entry, hinged removable power tray door for easy maintenance, and have fasteninghardware that is stainless steel or zinc plated steel. The fixture shall meet ANSI 136.31 3.0 G vibrationrequirements. Fixture shall have a two-bolt slip fitter system for mounting on a 1-1/4 inch to 2 inch mountingarm connection. A grey powder coat finish, or as approved by the engineer, shall be applied to the fixture.

The fixture shall also meet the following criteria:

1. Lamps: LED2. Wattage: 90 Watt Maximum3. Voltage: 120V - 277V4. CRI: 70 Minimum5. Lumens: 8,000 to 12,0006. Rated L70 Lamp Life: 100,000 Hours Minimum when operated at 25 Degrees C (77 Degrees

F)7. Distribution: Type II or Type III (unless otherwise indicated)8. Color Temperature: 3,500 K - 4,500 K9. Drive Current: 850mA Maximum10. Driver: 0-10V Dimming11. IP66 Rating for optical portion of the housing12. 10kV/10kA minimum internal surge suppression module, meeting UL 1449/ANSI C62.41.2

Category C

The fixture shall match or have similar photometrics of either:Cooper Navion: NAV-AF-02-D-UNV-SL2-7050-800

Philips RoadFocus: RFM-72W32LED4K-T-R2MAmerican Electric Autobahn: ATB2-30BLEDE85-MVOLT-R2

or any approved equal.

Luminaire mounting height shall be as indicated on drawings.

Luminaire shall provide point illumination of not less than the given values in the table below.

Point 1 coordinates are 90 feet longitudinal distance. Point 2 coordinates are 90 feet longitudinal and 30 feettransverse. The point values given in the table are based on a 30 foot mounting height with a Light LossFactor of 1. The point values produced by the submitted fixture shall be included with the fixture submittal.

Foot-candle Point TablePoint 1 Point 2

0.17 0.22

Metal Parts shall be free of burrs and sharp corners and edges. Doors, frames, and other internal access shallbe smooth operating and free of light leakage under operating conditions.

125A


Factory applied labels shall comply with UL 1598. Labels shall be located where they will be readily visibleto service personnel, but not seen from normal viewing angles when lamps are in place. Labels shall includethe following lamp characteristics:

1. CCT and CRI for all luminaires

Luminaire finish shall be manufacturers standard paint applied to factory-assembled and tested luminairebefore shipping.

The following installation requirements shall be followed:

1. Comply with NECA 1.2. Fasten luminaire to pole.3. Install luminaires at height indicated on drawings and level and square with finished grade.4. Perform an illumination test.

After installation of luminaires and control devices and after electrical circuitry has been energized, test unitsto confirm proper operation.

Inspect each installed luminaire for damage. Replace damaged luminaires and components.

Luminaires will be considered defective if they do not pass tests and inspections.

Contractor shall provide fixture cutsheets, details, and the IESNA LM-79 and LM-80 test reports to theengineer for shop drawing review before purchasing. Provide documentation that demonstrates that theproposed model of LED luminaire has been tested for electromagnetic compliance following the measurementprotocols specified in ANSI standard C63.4-2003, and required by 47 CFR 15.31.

If Contract Documents require a photocell on the cabinet for the entire lighting system, omit the photocellon the individual luminaries. Provide Photoelectric Control with solid state, cadmium sulfide type withhermetically sealed silicone rectifier rated 120volt, 60 cycle AC and 1000 watts maximum load. Ensure abuilt-in surge protection and fail-safe operating feature is included, so the lighting circuits remain energizedin the event the photo control components become inoperative. Ensure the nominal operating levels turn onphoto control at a minimum vertical illumination value of 3 footcandles and turn off at a maximum verticalillumination value of 6 footcandles. Ensure the photo control is twist lock type, with suitable mountingbracket with locking type receptacle.

All electrical Materials shall conform to the requirements of the National Electrical Code of the National FireProtection Association, and to all local and state laws and/ordinances governing such installations.

Warranty:

Luminaire to be free from defects and operate as indicated for a period of 5 years from the date ofdelivery.


The quantity of LED Light Fixtures will be measured as the actual number of luminaires providedcomplete in place and accepted.

Basis of Payment:

The quantity of LED Light Fixtures will be paid for at the Contract unit price per each. Price andpayment will constitute full compensation for furnishing all materials, and for all labor, tools, equipment, andincidentals necessary to complete the item installation.

8/8/17

125B


DELAWARE DEPARTMENT OF TRANSPORTATION PAGE: 5 SCHEDULE OF ITEMS DATE:

CONTRACT ID: T200912002.01 PROJECT(S): T200912002

All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |612208 REINFORCED | | | 0380|CONCRETE ELLIPTICAL PIPE,| 222.000| | |43"X68", CLASS IV |LF | | ------------------------------------------------------------------------------- |612216 REINFORCED | | | 0390|CONCRETE ELLIPTICAL PIPE,| 231.000| | |14"X23", CLASS IV |LF | | ------------------------------------------------------------------------------- |612223 REINFORCED | | | 0400|CONCRETE ELLIPTICAL PIPE,| 91.000| | |19"X30", CLASS V |LF | | ------------------------------------------------------------------------------- |612503 PVC PIPE, 8" | | | 0410| | 317.000| | | |LF | | ------------------------------------------------------------------------------- |612505 PVC PIPE, 12" | | | 0420| | 89.000| | | |LF | | ------------------------------------------------------------------------------- |612507 PVC PIPE, 18" | | | 0430| | 139.000| | | |LF | | ------------------------------------------------------------------------------- |612520 CORRUGATED | | | 0440|POLYETHYLENE PIPE, TYPE | 155.000| | |S, 15" |LF | | ------------------------------------------------------------------------------- |612523 CORRUGATED | | | 0450|POLYETHYLENE PIPE, TYPE | 287.000| | |S, 18" |LF | | ------------------------------------------------------------------------------- |612524 CORRUGATED | | | 0460|POLYETHYLENE PIPE, TYPE | 33.000| | |S, 24" |LF | | ------------------------------------------------------------------------------- |612525 CORRUGATED | | | 0470|POLYETHYLENE PIPE, TYPE | 25.000| | |S, 30" |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |708582 MANHOLE,SPECIAL I | | | 0780| | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |708596 MANHOLE, SPECIAL | | | 0790|II | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |710506 ADJUST AND REPAIR | | | 0800|EXISTING SANITARY | 7.000| | |MANHOLE |EACH | | ------------------------------------------------------------------------------- |712005 RIPRAP, R-4 | | | 0810| | 292.000| | | |SY | | ------------------------------------------------------------------------------- |712006 RIPRAP, R-5 | | | 0820| | 209.000| | | |SY | | ------------------------------------------------------------------------------- |713001 GEOTEXTILES, | | | 0830|STABILIZATION | 496.000| | | |SY | | ------------------------------------------------------------------------------- |713002 GEOTEXTILES, | | | 0840|SEPARATION | 2620.000| | | |SY | | ------------------------------------------------------------------------------- |715001 PERFORATED PIPE | | | 0850|UNDERDRAINS, 6" | 4026.000| | | |LF | | ------------------------------------------------------------------------------- |715505 TEMPORARY | | | 0860|DRAINAGE PIPE, 15" | 100.000| | | |LF | | ------------------------------------------------------------------------------- |720533 PERMANENT WOOD | | | 0870|BARRICADE | 6.000| | | |EACH | | ------------------------------------------------------------------------------- |727015 MONUMENTS | | | 0880| | 26.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |743050 FLAGGER, NEW | | | 1000|CASTLE COUNTY, STATE | 425.000| | | |HOUR | | ------------------------------------------------------------------------------- |743062 FLAGGER, NEW | | | 1010|CASTLE COUNTY, STATE, | 85.000| | |OVERTIME |HOUR | | ------------------------------------------------------------------------------- |744506 CONDUIT JUNCTION | | | 1020|WELL, TYPE 7, PRECAST | 3.000| | |POLYMER CONCRETE |EACH | | ------------------------------------------------------------------------------- |744530 CONDUIT JUNCTION | | | 1030|WELL, TYPE 11, PRECAST | 10.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | ------------------------------------------------------------------------------- |744531 CONDUIT JUNCTION | | | 1040|WELL, TYPE 14, PRECAST | 9.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | ------------------------------------------------------------------------------- |744541 FURNISH & INSTALL | | | 1050|FRAME AND LID FOR | 4.000| | |JUNCTION WELL, TYPE 11 |EACH | | ------------------------------------------------------------------------------- |744542 FURNISH & INSTALL | | | 1060|FRAME AND LID FOR | 1.000| | |JUNCTION WELL, TYPE 14 |EACH | | ------------------------------------------------------------------------------- |745602 FURNISH & INSTALL | | | 1070|UP TO 4" SCHEDULE 80 | 130.000| | |HDPE CONDUIT (BORE) |LF | | ------------------------------------------------------------------------------- |745604 FURNISH & INSTALL | | | 1080|UP TO 4" SCHEDULE 80 PVC | 3575.000| | |CONDUIT (TRENCH) |LF | | ------------------------------------------------------------------------------- |745606 FURNISH & INSTALL | | | 1090|UP TO 4" GALVANIZED | 220.000| | |STEEL CONDUIT (TRENCH) |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |746517 ALUMINUM LIGHTING | | | 1100|STANDARD WITH SINGLE | 21.000| | |DAVIT ARM, 30' POLE |EACH | | ------------------------------------------------------------------------------- |746567 CABLES, 1/#1/0 | | | 1110|AWG | 330.000| | | |LF | | ------------------------------------------------------------------------------- |746650 ALUMINUM | | | 1140|TRANSFORMER BASE | 21.000| | | |EACH | | ------------------------------------------------------------------------------- |746847 POLE BASE, TYPE 3 | | | 1150| | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |746850 POLE BASE, TYPE | | | 1160|4A | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |746852 POLE BASE, TYPE 6 | | | 1170| | 21.000| | | |EACH | | ------------------------------------------------------------------------------- |746887 INSTALLATION OF | | | 1180|METAL TRANSFORMER BASE | 21.000| | | |EACH | | ------------------------------------------------------------------------------- |746890 ALUMINUM LIGHTING | | | 1190|SINGLE DAVIT ARM, 15' | 21.000| | |ARM SPREAD |EACH | | ------------------------------------------------------------------------------- |746907 FURNISH & INSTALL | | | 1200|1-CONDUCTOR #2 AWG | 9020.000| | |STRANDED COPPER |LF | | ------------------------------------------------------------------------------- |746908 FURNISH & INSTALL | | | 1210|1-CONDUCTOR #4 AWG | 4740.000| | |STRANDED COPPER |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |746924 FURNISH & INSTALL | | | 1220|LOOP WIRE 1-CONDUCTOR | 1155.000| | |#14 AWG ENCASED IN 1/4" |LF | | |FLEXIBLE TUBING IN A | | | |LOOP SAWCUT | | | ------------------------------------------------------------------------------- |746926 FURNISH & INSTALL | | | 1230|ELECTRICAL UTILITY | 1.000| | |SERVICE EQUIPMENT |EACH | | |120/240 | | | ------------------------------------------------------------------------------- |746941 TRAFFIC CONTROL | | | 1240|DEVICE EQUIPMENT TURN ON,| 1.000| | |PICK UP, REMOVAL & |EACH | | |MAINTENANCE, TYPE III | | | ------------------------------------------------------------------------------- |746942 INSTALLATION OF | | | 1250|LIGHTING POLE, WITH ARM | 21.000| | |AND LUMINAIRE |EACH | | ------------------------------------------------------------------------------- |747508 LIGHTING CONTROL | | | 1260|CENTER - 100 A | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |747515 CABINET BASE, | | | 1270|TYPE M | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |747516 CABINET BASE, | | | 1280|TYPE P | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |748015 PERMANENT | | | 1290|PAVEMENT STRIPING, | 2305.000| | |SYMBOL/LEGEND |SF | | |ALKYD-THERMOPLAST IC | | | ------------------------------------------------------------------------------- |748019 TEMPORARY | | | 1300|MARKINGS, PAINT, 4" | 33820.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |748026 TEMPORARY | | | 1310|MARKINGS, PAINT | 180.000| | |SYMBOL/LEGEND |SF | | ------------------------------------------------------------------------------- |748502 RAISED/RECESSED | | | 1320|PAVEMENT MARKER | 48.000| | | |EACH | | ------------------------------------------------------------------------------- |748506 PERMANENT | | | 1330|PAVEMENT STRIPING, EPOXY | 2215.000| | |RESIN PAINT, 4" |LF | | ------------------------------------------------------------------------------- |748530 REMOVAL OF | | | 1340|PAVEMENT STRIPING | 8610.000| | | |SF | | ------------------------------------------------------------------------------- |748548 PERMANENT | | | 1350|PAVEMENT STRIPING, EPOXY | 21770.000| | |RESIN PAINT, |LF | | |WHITE/YELLOW, 5" | | | ------------------------------------------------------------------------------- |748549 PERMANENT | | | 1360|PAVEMENT STRIPING, EPOXY | 840.000| | |RESIN PAINT, |LF | | |WHITE/YELLOW, 10" | | | ------------------------------------------------------------------------------- |748553 PREFORMED | | | 1370|RETROREFLECTIVE | 28.000| | |THERMOPLASTIC PAVEMENT |EACH | | |MARKINGS, BIKE SYMBOL | | | ------------------------------------------------------------------------------- |749574 SIGN PANEL, | | | 1380|ADVANCE NOTICE SIGNS | 30.000| | | |SF | | ------------------------------------------------------------------------------- |749687 INSTALLATION OR | | | 1390|REMOVAL OF TRAFFIC | 84.000| | |SIGN(S) ON SINGLE SIGN |EACH | | |POST | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |749688 INSTALLATION OF | | | 1400|4" DIAMETER HOLE, LESS | 6.000| | |THAN OR EQUAL TO 6" |EACH | | |DEPTH | | | ------------------------------------------------------------------------------- |749690 INSTALLATION OR | | | 1410|REMOVAL OF TRAFFIC SIGNS | 78.000| | |ON MULTIPLE SIGN POSTS |SF | | ------------------------------------------------------------------------------- |753501 INSTALLING | | | 1420|SANITARY SEWER, PVC, 8" | 317.000| | | |LF | | ------------------------------------------------------------------------------- |753503 INSTALLING | | | 1430|SANITARY SEWER, PVC, 12" | 89.000| | | |LF | | ------------------------------------------------------------------------------- |753505 INSTALLING | | | 1440|SANITARY SEWER, PVC, 18" | 139.000| | | |LF | | ------------------------------------------------------------------------------- |759005 FIELD OFFICE, | | | 1450|TYPE II | 15.000| | | |EAMO | | ------------------------------------------------------------------------------- |760000 PAVEMENT - | | | 1460|MILLING, HOT-MIX | 7846.000| | | |SYIN | | ------------------------------------------------------------------------------- |760016 RUMBLE STRIPS, | | | 1470|HOT-MIX | 490.000| | | |LF | | ------------------------------------------------------------------------------- |762001 SAW CUTTING, | | | 1480|BITUMINOUS CONCRETE | 2545.000| | | |LF | | ------------------------------------------------------------------------------- |763000 INITIAL EXPENSE | | | 1490| |LUMP |LUMP | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |763501 CONSTRUCTION | | | 1500|ENGINEERING |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763508 PROJECT CONTROL | | | 1510|SYSTEM DEVELOPMENT PLAN |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763509 CPM SCHEDULE | | | 1520|UPDATES AND/OR REVISED | 15.000| | |UPDATES |EAMO | | ------------------------------------------------------------------------------- |905001 SILT FENCE | | | 1530| | 30442.000| | | |LF | | ------------------------------------------------------------------------------- |905002 REINFORCED SILT | | | 1540|FENCE | 4268.000| | | |LF | | ------------------------------------------------------------------------------- |905003 SEDIMENT TRAP | | | 1550| | 9388.000| | | |CY | | ------------------------------------------------------------------------------- |905004 INLET SEDIMENT | | | 1560|CONTROL, DRAINAGE INLET | 13.000| | | |EACH | | ------------------------------------------------------------------------------- |905005 INLET SEDIMENT | | | 1570|CONTROL, CURB INLET | 21.000| | | |EACH | | ------------------------------------------------------------------------------- |907500 TEMPORARY SWALE, | | | 1580|TYPE A-1 | 385.000| | | |LF | | ------------------------------------------------------------------------------- |907510 COMPOST FILTER | | | 1590|LOG | 190.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |908010 TOPSOILING, 6" | | | 1600|DEPTH | 68130.000| | | |SY | | ------------------------------------------------------------------------------- |908014 PERMANENT GRASS | | | 1610|SEEDING, DRY GROUND | 68130.000| | | |SY | | ------------------------------------------------------------------------------- |908017 TEMPORARY GRASS | | | 1620|SEEDING | 165341.000| | | |SY | | ------------------------------------------------------------------------------- |908023 STABILIZED | | | 1630|CONSTRUCTION ENTRANCE | 117.000| | | |TON | | ------------------------------------------------------------------------------- |910008 STORMWATER | | | 1640|MANAGEMENT POND | 12627.000| | | |CY | | ------------------------------------------------------------------------------- |910500 BIORETENTION SOIL | | | 1650|MIX | 3162.000| | | |CY | | ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL |-------------------------------------------------------------------------------

SECTION 0002 ADDENDUM1

------------------------------------------------------------------------------- |612201 REINFORCED | | | 1660|CONCRETE ELLIPTICAL PIPE,| 123.000| | |19"X30", CLASS III |LF | | ------------------------------------------------------------------------------- |612221 REINFORCED | | | 1670|CONCRETE ELLIPTICAL PIPE,| 422.000| | |48"X76", CLASS IV |LF | | ------------------------------------------------------------------------------- |708054 DRAINAGE INLET, | | | 1680|66" X 30" | 1.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |743029 FURNISH TEMPORARY | | | 1690|IMPACT ATTENUATOR - | 4.000| | |NON-GATING, REDIRECTIVE, |EACH | | |TEST LEVEL 3 | | | ------------------------------------------------------------------------------- |907501 TEMPORARY SWALE, | | | 1700|TYPE A-2 | 400.000| | | |LF | | ------------------------------------------------------------------------------- |908020 EROSION CONTROL | | | 1710|BLANKET MULCH | 7483.000| | | |SY | | ------------------------------------------------------------------------------- |910006 OUTLET STRUCTURE | | | 1720| | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |850502 LUMINAIRE (LED), | | | 1730|150 WATTS | 21.000| | | |EACH | | ------------------------------------------------------------------------------- | | | SECTION 0002 TOTAL | ------------------------------------------------------------------------------- | | | TOTAL BID | -------------------------------------------------------------------------------


40'

VARIESVARIES60'

VARIES

VARIESVARIES

SHOULDER

VARIES

SHOULDER

VARIES

VARIES

VARIES

VARIESVARIES

VARIES

VARIESVARIES

SHOULDER

VARIES

SHOULDER

VARIES

3' VARIES VARIES

VARIES VARIES VARIES

35' 25'

75'

24'

17'

4'

11'

VARIES

VARIES

O.G. O.G.

O.G.

EXIST. BASELINE

SANITARY EASEMENT

PUBLIC USE EASEMENT

O.G.

PAVEMENT BOX

EXISTING HOTMIX

O.G.O.G.

R/WEXISTING

R/WEXISTING

LANETRAVEL

LANETRAVEL

EXIST. BASELINE

R/WEXISTING

LANETRAVEL

LANETRAVEL

R/WEXISTING

PDGA

CONSTRUCTION BASELINE

3:1


PDGA

LOC

STATION 326+10 TO STATION 331+51

CEDAR LANE ROAD - SWALE SECTION

LOCLOC

50'

CZ

A

LOC


TEMPORARY SWALE THRU TOWNCENTER

3:1

P.E.

T.C.E. T.C.E.

R/W


A

LOC

R/WP.E.


CEDAR LANE ROAD - NORMAL SECTION

4:1

50:1

50:1

4:1

50:1

TYPICAL SECTIONSTOTAL SHTS.

SHEET NO.CONTRACT

T200912002

BRIDGE NO.

WJDDESIGNED BY:

BPHCHECKED BY:NEW CASTLE

COUNTY

BOYDS CORNER ROADRELOCATED AT

JAMISON CORNER ROAD,

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DEPARTMENT OF TRANSPORTATIONDELAWARE

ADDENDUMS / REVISIONS

NOT TO SCALE10

125

1 1

1

1 1

L P

L

L P

1 IDENTIFIERS UPDATED - WJD 8/2/17

J M

J M

J

LEGEND

B

C

D

E

NOTES:

PAVEMENT SURFACE.

1) THE PGA IS APPLIED TO THE TOP OF THE FINAL

M

PROJECT EXCAVATION

ITEM 209006 - BORROW, TYPE 'F' AND/OR SUITABLE

TYPE 'B'

ITEM 302007 - GRADED AGGREGATE BASE COURSE,

A

ITEM 715001 - PERFORATED PIPE UNDERDRAINS, 6"

GROUND

ITEM 908014 - PERMANENT GRASS SEEDING, DRY

ITEM 908010 - TOPSOILING, 6" DEPTH

GUTTER, TYPE 3-8

ITEM 701022 - INTEGRAL P.C.C. CURB AND

ITEM 908020 - EROSION CONTROL BLANKET MULCH

MATERIALLIFT THICKNESS

MINIMUM MAXIMUM

BITUMINOUS CONCRETE BASE COURSE

GRADED AGGREGATE BASE COURSE

2"

4"

3" 6"

3" 8"

1.25"

2.25"

BITUMINOUS CONCRETE, TYPE 'C'

BITUMINOUS CONCRETE, TYPE 'B'

G ITEM 701011 - P.C.C. CURB, TYPE 2

L ITEM 705005 - P.C.C. SIDEWALK, 8"

F

H

I

J

K ITEM 760000 - PAVEMENT MILLING, HOT-MIX

TYPE B, 160 GYRATIONS, PG 76-22

ITEM 401816 - BITUMINOUS CONCRETE, SUPERPAVE,

PG 64-22

BITUMINOUS CONCRETE BASE COURSE, 160 GYRATIONS,


TYPE B, 160 GYRATIONS, PG 64-22, WEDGE


(NON-CARBONATE STONE)

TYPE C, 160 GYRATIONS, PG 76-22,


12' 12'5' 11' TO 12' VARIES

30' 24'

60' 150'25' & VAR.VAR.VAR.

25

VAR. VAR.

O.G.O.G.

NOT TO SCALE


LOC

R/W R/W

LANETRAVEL

LANETRAVEL

TURN LANELEFT

CZ

LANEBIKE

2.0%


N15 BOYDS CORNER ROAD - TYPICAL SECTION

0' - 11'

TURN LANERIGHT

10'

SHOULDERBIKE LANE/CZ

P.E.T.C.E. LOC

MATCH EX.%MATCH EX.%MATCH EX.%MATCH EX.%EX.%

MATCH

6"4"

GBDC

8"

CUTSAW

L L

NOT TO SCALE

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JAMISON CORNER ROAD,ADDENDUMS / REVISIONS

TYPICAL SECTIONSTOTAL SHTS.

SHEET NO.CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

BPH

WJD

11

PAVEMENTEXISTING

1.5"

1'

6:1

6:1

K

1.5"

1 IDENTIFIERS UPDATED - WJD 8/2/17

111

J FJ

TYPICAL SECTIONS

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TOTAL SHTS.

SHEET NO.

123BOYDS CORNER ROADRELOCATED AT

JAMISON CORNER ROAD,CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

NEW CASTLE

BPH

WJD

LEGEND

B

C

D

E

NOTES:

PAVEMENT SURFACE.

1) THE PGA IS APPLIED TO THE TOP OF THE FINAL

M

PROJECT EXCAVATION

ITEM 209006 - BORROW, TYPE 'F' AND/OR SUITABLE

TYPE 'B'

ITEM 302007 - GRADED AGGREGATE BASE COURSE,

A

ITEM 715001 - PERFORATED PIPE UNDERDRAINS, 6"

GROUND

ITEM 908014 - PERMANENT GRASS SEEDING, DRY

ITEM 908010 - TOPSOILING, 6" DEPTH

GUTTER, TYPE 3-8

ITEM 701022 - INTEGRAL P.C.C. CURB AND

ITEM 908020 - EROSION CONTROL BLANKET MULCH

MATERIALLIFT THICKNESS

MINIMUM MAXIMUM

BITUMINOUS CONCRETE BASE COURSE

GRADED AGGREGATE BASE COURSE

2"

4"

3" 6"

3" 8"

1.25"

2.25"

BITUMINOUS CONCRETE, TYPE 'C'

BITUMINOUS CONCRETE, TYPE 'B'

G ITEM 701011 - P.C.C. CURB, TYPE 2

L ITEM 705005 - P.C.C. SIDEWALK, 8"

F

H

I

J

K ITEM 760000 - PAVEMENT MILLING, HOT-MIX

TYPE B, 160 GYRATIONS, PG 76-22


PG 64-22

BITUMINOUS CONCRETE BASE COURSE, 160 GYRATIONS,


TYPE B, 160 GYRATIONS, PG 64-22, WEDGE


(NON-CARBONATE STONE)

TYPE C, 160 GYRATIONS, PG 76-22,


N

27

MATCH LINE A

MATC

H LI

NE

STA. 5

001+

50

SCALE

FEET

0 30 60 90

POND AND OUTFALLS CONSTRUCTED BY OTHERS.

NOTE:

1

1

RIPRAP SCHEDULE REMOVED

WJD 8/2/17

BY OTHERSTO BE CONSTRUCTED

SWM FACILITY

42-R7-R

60'

(VA

RIA

BLE

WID

TH)

WES

T

CE

NT

RA

L P

AR

K

DRIV

E

MF INSTR. NO. 201509030045115

INSTR. NO. 20130509-0029883

TAX. NO. 13-013.14-041

FARM LAND HOLDINGS LLC

MF INSTR. NO. 201509030045115

INSTR. NO. 20130509-0029883

TAX. NO. 13-013.14-141


MF IN

ST

R.

NO.

2015

0903004

511

5

INS

TR.

NO.

2013

0509-0029883

TA

X.

NO.

13-013.1

4-14

1

FA

RM

LA

ND

HO

LDIN

GS

LL

C

(50'

WID

E)

EA

ST

CE

NT

RA

L P

AR

KSID

E

MF INSTR. NO. 201509030045115

INSTR. NO. 20130509-0029883

TAX. NO. 13-013.13-047


KARINS-10

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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

BPH

WJD CONSTRUCTION PLAN

RIPRAP SCHEDULE

NO. TYPE AREA

703 R-5 58 SY

N

MA

TC

H

LIN

E S

TA. 5001+

50

SCALE

FEET

0 30 60 9028

2. POND AND OUTFALLS CONSTRUCTED BY OTHERS.

MAXIMUM COVER LOCATION SHALL NOT EXCEED 10%.

OVER THE PROPOSED PIPES. ROADWAY GRADE APPROACHING THE

PROPOSED PROFILE OF THE ROAD IS TO EXCEED 1' OF COVER

CONSIST OF 1.5" TYPE C, ON 2.25" TYPE B OR 7" GABC.

1. REPAVE EMERSON ROAD AS SHOWN. PAVEMENT SECTION WILL

NOTE:

1

1 NOTE 1 REMOVED - WJD 8/2/17

EXISTING RCP

BY OTH

ERS

TO BE

CONSTRUCTE

D

SWM FACI

LITY

42-R

EM

ERS

ON

RO

AD

MF INSTR. NO. 201509030045115

INSTR. NO. 20060213-0014911

TAX. NO. 13-013.14-041


MF IN

STR. N

O. 20

1509

0300

451

15

INSTR.

NO. 20

1305

09-0

0298

83

TAX. N

O. 13-0

13.14-0

41

FARM LAND

HOLDI

NGS

LLC

42-

R

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GN [ S

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CP15 ]


TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

BPH

WJD CONSTRUCTION PLAN

1" TYP ALL AROUND

1" TYP. ALL AROUND

La

6"

1.5

A

1' A1.5' 1.5'

SLD

57

NOT TO SCALE

R-5

R-5

R-5

1

1

1

1

RIPRAP EDITED - WJD 8/2/17

PLAN VIEW

PLAN

TRASH RACK DETAIL

SECTION A-A

@ 6" O.C. TYP.

1•" X‚" BAR

OUTSIDE EDGE

L 2" X‚" AROUND

DETAIL B

SECTION A-A

MODIFIED SECTION A-A FLARED END SECTION

3

1

BOX (SEE NOTE 7)

OUTLET STRUCTURE

TRASH RACK NOTES:

2" X‚" BAR

THROTTLE PLATE

•" DIA. ANCHOR BOLT TYP.

ELEVATION SEE NOTES 5.

TOP OF STRUCTURE

BOLT TYP.

ANCHOR

•" DIA.

N.T.S.

@ 6" O.C. TYP.

1•"X‚" BAR

OUTSIDE EDGE

L 2"X‚" AROUND

6" MIN. EMBEDMENT

4 -•" DIA ANCHOR BOLTSSEE SECTION

N.T.S.

A

A

2" X‚" BAR

N.T.S.

3Do (TYP.)

3:1 SLOPE

(TYP.)

(TYP.)

10' RAD.

W

A

BOTTOM

LEVEL

FLARED END SECTION

A

DIAMETER (Do)

OUTLET PIPE

(SEE TABLE FOR SIZE)

RIP-RAP STONE

2 X TI

FLARED END SECTION

DIAMETER (Do)

OUTLET PIPE

SEE NOTES 1 & 2

1

1

2 X TI

3

1

GEOTEXTILE FABRIC

La

TI

SEE DETAIL B

SEE NOTE 3

3ELEVATION

BIORETENTION AREA

FOREBAY

DEPTH OF1

EL. FOREBAY BOTTOM

6"1

1

GEOTEXTILE FABRIC

FOREBAY BOTTOM

PROPOSED

DIAMETER (Do)

OUTLET PIPE

GEOTEXTILE FABRIC

2 X TI

1

1

SEE NOTES 1 & 2

FLARED END SECTIONSEE DETAIL B

SEE NOTE 3

EL. FOREBAY BOTTOM

ELEVATION

BIORETENTION AREA

FOREBAY

DEPTH OF

TI

La

SECURING PIN

AGED HARDWOOD MULCH

3" TRIPLE SHREDDED

OBSERVATION WELL DETAIL

6" END CAP

WELL CAP

FABRIC

GEOTEXTILE

6" DIA. SCH. 40 PERFORATED PVC

NON-PERFORATED PVC

6" DIA. SCH. 40

OUTLET STRUCTURE SHALL BE PAID FOR BY ITEM 910006.

STANDARD CONSTRUCTION DETAIL D-4, SHEET 1 OF 4.

6. OUTLET STRUCTURE BOX SHALL BE CONSTRUCTED AS PER

5. TRASH RACK SHALL BE PAID FOR BY ITEM 910006.

CONSTRUCTION PLANS.

4. REFER TO THE OUTLET STRUCTURE SCHEDULE ON THE

MASONARY ANCHORS. TRASH RACK TO BE REMOVABLE.

3. TRASH RACK TO BE FASTENED TO THE CONCRETE WITH 1/2"

COMPOUND AFTER WELDING.

2. ALL SURFACES TO BE COATED WITH ZRC COLD GALVANIZED

1. TRASH RACK STEEL TO CONFORM TO ASTM A-36.

TO PAY ITEM 910500 - BIORETENTION SOIL, MIX 1.

1. ALL MATERIAL AND WORK REQUIRED TO INSTALL OBSERVATION WELL SHALL BE INCIDENTAL

NOTE:

EPOXY COATED NO. 4 REBAR THROUGH PIPE

OBSERVATION PIPE ANCHORED WITH 18"

MIX (910500)

BIORETENTION SOIL

VARIES 2.75'-3.00'

103

d50 (INCHES)

SIZE

(TI) (INCHES)

THICKNESS

RIPRAP

RIPRAP ENERGY DISSIPATOR SCHEDULE

TYPE

500

504

505

506

507

509

512

617

(INCHES)

PIPE (Do)

DIAMETER

(FEET)

(La)

LENGTH

(FEET)

(W)

WIDTH

18 10 14 6 R-4

10 14 6 R-4

R-461410

R-46141018

R-461410

R-46141018

R-461410

R-461415

R-461420

30

18

18

16 14 6 R-4

510 15 8 14 6 R-4

14 9 14 6 R-4

14 6 R-4

R-461410

43 X 68

18.5

9.25

8 9.25

13.5

508

14 6 R-4

36

11.5

11.5

11.5501/502

14 16 14 6 R-4(3) 19X30

11.5

11.5

11.5

11.5

11.5

RIPRAP No.

103

546

544

500

501

HW-1 503

504

505

506

507

509

508

510

512

617

HW-3 701 34 58(2) 48 X 76

FOREBAY 1E

FOREBAY 1F

FOREBAY 2D

FOREBAY No.

FES/HW/

FOREBAY 2C

513

514

515

516

N/A

N/A

N/A

N/A

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

6 R-4

6 R-4

14 6 R-4

14 6 R-4

4. SEE CURB CUT FOREBAY DETAIL FOR DIMENSIONS OF RIPRAP FOR FOREBAYS 1E, 1F, 2C, AND 2D.

3. ELEVATION (EL.) SHOULD NOT BE HIGHER THAN PIPE INVERT.

2. PLACE DELAWARE NO. 3 STONE UNDER PIPE.

1. RIPRAP IS TO BE PLACED PRIOR TO PLACING PIPE.

NOTES:

16518

8519

14

14 6 R-4

6 R-4

517 517 30 12 8 14 6 R-4

515 19 X 30 18.5 14

518 15 9.25 14

544 15 10 11.5

546 18

18

24

1' A1.5' 1.5'

2A

X X

STONE (dSO=6")

9" THICK NSA R-4

(N.T.S.)

CURB CUT FOREBAY DETAIL

SECTION X-X

BY OTHERS

FUTURE RIPPAP-

CURB- BY OTHERS

FUTURE DEPRESSED

PLAN

UNDER STONE BED

GEOTEXTILE FABRIC

AGED HARDWOOD MULCH

3" TRIPLE SHREDDED

SOIL MIX

3.0' BIORETENTION

BY OTHERS

FUTURE RIPPAP-

CURB- BY OTHERS

FUTURE DEPRESSED

PL

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8/2/2017

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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

BPH

PLANS AND DETAILSSTORMWATER MANAGEMENT

MATCH LINE STA. 335+50

N

GYB

MAW

SCALE

FEET

0 30 60 9098

JUNCTION WELL ADDED - KAB 8/8/17

ADDITIONAL LUMINAIRE, CONDUITS, AND

SCHEDULES AND NOTES UPDATED,

1

1

1

1

1

1

CO

34

gTV

TV

WVWV

WV

WV

WV

NCC-SS-48PVC

NC

C-S

S-4

2P

VC

NC

C-S

S-4

2P

VC

NCC-SS-42PVC

NC

C-S

S-30

PV

C

KKK

KK

KW.V.

NC

C-S

S-12

PV

C

P

EXISTING R/W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

DEDICATION LINE

AS

PE

R

MF 201508030038901

RW

DE

DIC

AT

ED

AS PER

MF 2015

08030038901

RW

DEDIC

ATED

201508030038901AS PER MF

RW DEDICATED

EXISTING R/W

LST

LST

LST

LST

2

4

3

1

6

PB

6

PB

SEE NOTE 4

TRAFFIC CC

CO

RNER RO

AD)

N413 (J

AMIS

ON

1

CO

(WORK TO BE PERFORMED BY OTHERS)

MAST ARM FROM UTILITY POLE

REMOVE EXISTING LUMINAIRE AND LIGHTING

(WORK TO BE PERFORMED BY OTHERS)

MAST ARM FROM UTILITY POLE

REMOVE EXISTING LUMINAIRE AND LIGHTING

LST

22

6

PB6

LST

23

PB

CO

30

CO

31

CO

32

JW

11

LST

24

PB

6

SEE NOTE 4

N427 (C

ED

AR

LA

NE

RO

AD)

CO

33

N15 (BOYDS CORNER ROAD)

1029+00 1030+00 1031+00 1032+00 1033+001034+00 1035+00

334+00

335

+00

331+

00

333

+00

332

+00

60'

56'

66'

VARIES

60'

VA

RIE

S

RC

2

CO

JW

11

U

KZ

KU

ZZZK

PL

OT

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BY:

GY

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8/9/2017

FIL

E

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N:

Q:\

ND

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06027

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TA

SK002_

BO

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SC

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CA

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1.D

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1 ]


TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

LEGEND

*SERVICE RUN DISTANCE REFLECTS CONDUIT LENGTHS ONLY.

RUNCONDUIT

LIGHTING SERVICE SCHEDULE

(L.F.)DISTANCE*

AMOUNT AND TYPE OF CABLE/WIRE

3 15'B1 53' LT335+19' 30' ALUMINUM LIGHT POLE

4 15'A2 47' RT334+87' 30' ALUMINUM LIGHT POLE

(2) #4 + (1) #4 GND

CONDUITSNUMBER OF

1

1 4.0"

4.0"

NOTE: ALL CONDUITS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE NOTED.

(3) #2 + (1) #2 GND

1* 15'N/A 76' LT1030+30' UTILITY POLE

2* 15'N/A 81' LT1032+37' UTILITY POLE

+ SEE SPECIFICATION FOR LUMINAIRE MODEL NUMBER

* INSTALLED BY OTHERS

CO-1

CO-2

170'

165'

LIGHTING STANDARD SCHEDULE

NO. CIRCUIT NO. STATION OFFSET ARM POLE BASE LUMINAIRE + LIGHT DISTRIBUTION

N/A TYPE 2

N/A TYPE 2

TYPE 6 TYPE 3


24 15'B2 72' RT1032+16' 30' ALUMINUM LIGHT POLE

TYPE 6 TYPE 3

TYPE 6 TYPE 3

1 4.0" (3) #2 + (1) #2 GND110'

1 4.0" (3) #2 + (1) #2 GND130'

1 4.0" (2) #2 + (1) #2 GND110'

CO-30

CO-31

CO-3223 15'A2 57' LT1034+58' 30' ALUMINUM LIGHT POLE TYPE 6

4.0" (2) #2 + (1) #2 GND130'

1 4.0" (2) #2 + (1) #2 GND15'

CO-33

CO-34

1 (SCH 80 HDPE)

SIZE

TYPE 6 TYPE 3

LEGEND

LSR

XLIGHTING SERVICE IDENTIFIER

LIGHTING STANDARD IDENTIFIERLST

X

CENTER

CONTROL

LIGHTINGWIRING DIAGRAM

CENTER

CONTROL


N

A2

A1

#19

LST

#18

LST

#13

LST

#12

LST

#11

LST

#10

LST

#20

LST

#17

LST

#16

LST

#15

LST

#14

LST

#7

LST

#6

LST

#5

LST

#9

LST

#3

LST

#8

LST

#4

LST

#22

LST

#23

LST

N

B1

B2

#24

LST

LED = LIGHT EMITTING DIODE

ETR = EXISTING TO REMAIN

HPS = HIGH PRESSURE SODIUM

W = WATT

THE PLACEMENT OF THE LIGHT POLES ARE BASED ON THE FUTURE BOYDS CORNER ROAD PROJECT.9.

(MONDAY TO FRIDAY, 8AM TO 4PM, 302-326-4460) AT LEAST 48 HOURS IN ADVANCE.

FOR ACCESS TO DELDOT OWNED LIGHTING EQUIPMENT, CONTACT THE CANAL DISTRICT FACILITY 8.

SERVICE TO LIGHT POLE BASE, AND FROM LIGHT POLE BASE TO LIGHT POLE BASE.

UNLESS OTHERWISE NOTED, CONDUCTORS SHALL RUN UNSPLICED, CONTINUOUS FROM POINT OF 7.

ITMS AND LIGHTING CABLES SHALL NOT SHARE SAME CONDUIT OR JUNCTION WELL.

TRENCHES AND BORINGS. REFER TO SIGNING, STRIPING AND CONDUIT PLANS FOR ITMS DETAILS.

COODINATE THE INSTALLATION OF ITMS MULTIDUCT CONDUIT AND LIGHTING CONDUIT IN 6.

SHALL BE LOCATED WITHIN EXISTING/PROPOSED RIGHT-OF-WAY OR PERMANENT EASEMENT.

CONSTRUCTION FEATURES, SUBJECT TO APPROVAL OF THE ENGINEER. ALL CONDUITS AND POLES

LOCATION OF CONDUIT MAY BE ADJUSTED IN FIELD TO AVOID EXISTING OR OTHER PROPOSED 5.

+/- 3' ARE ACCEPTABLE, SHOULD ANY MOUNTING CONFLICTS ARISE.

25' ABOVE THE GROUND AS FEASIBLE, AS THE OVERHEAD UTILITY LINES ALLOW. HEIGHTS OF 25'

ANY LIGHTING FIXTURES MOUNTED ON THE UTILITY POLES SHOULD BE MOUNTED AS CLOSE TO 4.

THE GROUND.

COMPANY. AND LIGHTING FIXTURES MOUNTED ON THE UTILITY POLES SHOULD BE MOUNTED 25' ABOVE

LUMINAIRES ON UTILITY POLES TO BE INSTALLED, OWNED AND MAINTAINED BY UTILITY 4.

LIGHTING CIRCUITS ARE AS NOTED IN LIGHTING STANDARD SCHEDULE.3.

ALL LIGHTING JUNCTION WELLS SHALL BE TYPE 11, UNLESS OTHERWISE NOTED.2

ALL LIGHTING STANDARD POLE BASES SHALL BE TYPE 6.1.

NOTES:

LUMINAIRE + LIGHT DISTRIBUTION

TYPE 2

TYPE 2

TYPE 2

TYPE 2

TYPE 2

TYPE 2

TYPE 2LED LUMINAIRE - 150W HPS EQUIVALENT

LED LUMINAIRE - 150W HPS EQUIVALENT





LED LUMINAIRE - 150W HPS EQUIVALENT400W, HPS LUMINAIRE

400W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

LIGHT STANDARD

TYPE 3

1

1

1

11

1

1

1

1

11 1 1 1

MA

TC

H

LIN

E S

TA. 335+

50

MA

TC

H

LIN

E S

TA. 342+

00

N

MAW

GYB

SCALE

FEET

0 30 60 9099

KAB 8/8/17

SCHEDULES AND NOTES UPDATED- 1

MC

KIM

STREET

NCC-SS-30PVC NCC-SS-30PVCNCC-SS-30PVC NCC-SS-30PVC

K

NCC-SS-12PVC

'20

'5'

12'

12'

12'

5'

12

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

LSTLST

LST

LST

LST

LST

LSTLST

56

7

8

13

12

109

6

PB6

PB

6

PB

6

PB6

PB

6

PB

6

PB

6

PB

6

PB LST

116

PB

11

JW

11

JW

11

JW

11

JW

3

CO

4

CO

5

CO

6

CO7

CO

8

CO

15

CO

14

CO

13

CO

12

CO

11

CO

10

CO

9

CO

8

CO

NE

W

CASTLE PRESB

YTER

YSIT

E A

CCESS

SIT

E A

CCESS1

CO

2

CO

N413 (JAMISON CORNER ROAD)

336+00 337+00 338+00 340+00 341+00

342+00

4000

+00

4001+

00

4003+00 4002+00

410

0+00

410

1+00

410

2+00

339+0056'

56'

66'

56'

66'

66'

56'

20002



13 15'A1 40' LT341+78' 30' ALUMINUM LIGHT POLE






RUNCONDUIT


(L.F.)DISTANCE*

AMOUNT AND TYPE OF CABLE/WIRECONDUIT SIZE

175'

70'

30'

90'

165'

175'

170' (3) #2 + (1) #2 GND

115'

35'

100'

45'

185'

CONDUITSNUMBER OF

1

1

1

1

1

1

1

1

1

1

1

1

1

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"




CO-1

CO-2

INFORMATION PROVIDED ON PREVIOUS SHEET


CO-3

CO-4

CO-5

CO-6

CO-7

CO-8

CO-9

CO-10

CO-11

CO-12

CO-13

CO-14

CO-15


+ SEE SPECIFICATION FOR LUMINAIRE MODEL NUMBER

10'

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

(3) #2 + (1) #2 GND

(2) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #4 + (1) #4 GND

(3) #4 + (1) #4 GND

(3) #4 + (1) #4 GND

(3) #4 + (1) #4 GND

(2) #4 + (1) #4 GND

(3) #4 + (1) #4 GND

(3) #4 + (1) #4 GND










CENTER

CONTROL


CENTER

CONTROL


N

A2

A1

#19

LST

#18

LST

#13

LST

#12

LST

#11

LST

#10

LST

#20

LST

#17

LST

#16

LST

#15

LST

#14

LST

#7

LST

#6

LST

#5

LST

#9

LST

#3

LST

#8

LST

#4

LST

#22

LST

#23

LST

N

B1

B2

#24

LST


NO. CIRCUIT NO. STATION OFFSET ARM POLE BASE LUMINAIRE + LIGHT DISTRIBUTION LUMINAIRE + LIGHT DISTRIBUTIONLIGHT STANDARD

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

TYPE 3

TYPE 3

TYPE 3

TYPE 3

TYPE 3

TYPE 3

TYPE 3

TYPE 3

TYPE 3




W = WATT

1111

1

1

1

1

1

PL

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FIL

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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

MA

TC

H

LIN

E S

TA. 3

42+

00

N

GYB

MAW

SEE NOTE 2

SCALE

FEET

0 30 60 90100

KAB 8/8/17

SCHEDULES AND NOTES UPDATED - 1

24

CO

SOURCE (SEE NOTE 1)LIGHTING POWER

NCC-SS-

30PVC

NCC-SS-

30PVC

NCC-SS-

30PVC

K K

K

P

EXISTIN

G R/

W

EXISTIN

G R/

W

EXISTIN

G R/

W

EXISTIN

G R/

W

AS PER

MF 2015

0803

0038

901

RW DEDIC

ATED

AS PER MF 201508030038901

RW DEDICATED

AS PER MF 201508030038901

RW DEDICATED

AS PER

MF 20

15080

3003

8901

RW DEDIC

ATED

AS PER MF 201508030038901

RW DEDICATED

AS PER

MF 20

1508

0300

3890

1

RW DEDIC

ATED

LST

LST

LST

LST

LST

LST

14

15

16

21

20

18

6

PB6

PB

6

PB

6

PB

6

PB

6

11

JW

11

JW

15CO

8

CO16

CO

17

CO

19

CO

18

CO

23

CO

26

CO

15

CO

29

CO

28

CO

22

CO

P

N413 (JAMISON CORNER ROAD)

ST

REET

CH

AG

ALL

(TYPE M)LIGHTING CC

11

JW

20

CO

342+00

343+00344+00

345+00

346+00 347+00348+00 349+00

4301+

00

4302+00

4300

+00

4200

+00

4201+

00

4202

+00

56'

56'

66'

66'

56'

66'

14

JW

TRAFFIC CC

27

CO

6

PB

21

CO

11

JW

LST

17

Z

Z

25

CO

6

PB

LST

19


RUNCONDUIT


(L.F.)DISTANCE*

AMOUNT AND TYPE OF CABLE/WIRECONDUIT SIZE

CENTER

CONTROL


CENTER

CONTROL


N

A2

A1







165'

100'

75'

125'

30'

185'

120' (3) #2 + (1) #2 GND

110'

15'

15'

115'

(3) #4 + (1) #4 GND


CONDUITSNUMBER OF

1

1

1

1

1

1

1

1

1

1

1

3 4.0"45'

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

4.0"

2.5"


#19

LST

#18

LST

#13

LST

#12

LST

#11

LST

#10

LST

#20

LST

#17

LST

#16

LST

#15

LST

#14

LST

#7

LST

#6

LST

#5

LST

15'N/A 58' LT348+89' UTILITY POLE

#9

LST

#3

LST

#8

LST

#4

LST

21*

CO-16

CO-17

CO-18

CO-19

CO-20

CO-21

CO-22

CO-23

CO-24

CO-25

CO-26

CO-27

CO-28

CO-29

10'

10'


NO.CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARD POLE BASE LUMINAIRE + LIGHT DISTRIBUTION

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

TYPE 6 TYPE 2

N/A TYPE 2

CO-15

CO-8 INFORMATION PROVIDED ON PREVIOUS SHEET


1 (GALV. STEEL)

1 (GALV. STEEL)

(3) #2 + (1) #2 GND

(3) #4 + (1) #4 GND,

(2) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(2) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #2 + (1) #2 GND

(3) #1/0 + (1) #1/0 GND

(3) #1/0 + (1) #1/0 GND

(3) #4 + (1) #4 GND

2.5"

#22

LST

#23

LST

N

B1

B2

#24

LST












W = WATT

LUMINAIRE + LIGHT DISTRIBUTION

TYPE 2

TYPE 2

TYPE 3

TYPE 3

TYPE 3

TYPE 3

400W, HPS LUMINAIRE

400W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

250W, HPS LUMINAIRE

TYPE 3

250W, HPS LUMINAIRE TYPE 3


MODEL NUMBER

+ SEE SPECIFICATION FOR LUMINAIRE

2. ANY LIGHTING FIXTURES MOUNTED ON THE UTILITY POLES SHOULD BE MOUNTED AS CLOSE TO 25' ABOVE THE GROUND AS FEASIBLE, AS THE OVERHEAD UTILITY LINES ALLOW. MOUNTING HEIGHTS OF 25' +/- 3' ARE ACCEPTABLE, SHOULD ANY MOUNTING CONFLICTS ARISE.

2. LUMINAIRES ON UTILITY POLES TO BE INSTALLED, OWNED AND MAINTAINED BY UTILITY COMPANY. ANY LIGHTING FIXTURES MOUNTED ON THE UTILITY POLES SHOULD BE MOUNTED 25' ABOVE THE GROUND.

1. THE 120V/240V POWER CONNECTION FOR THE PROPOSED LIGHTING SYSTEM WILL PULL FROM THE PROPOSED UTILITY POLE AT STATION 344+72', OFFSET 73' LEFT.

NOTES:

1

1

1 1 1 1

1

1

1

1

PL

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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

GYB

MAW

100A

6

555

5

55

2

4

7

1

8

3

N A B

(3)#12

MAN

OFF

AUTO

25

MAX

SPARE

1

2

3

4

5

6

7

8

100 AMP MAIN CIRCUIT BREAKER

100 AMP CONTACTOR

SELECTOR SWITCH

CONTROL CABINET

10 AMP SINGLE POLE BREAKER

LIGHTING ARRESTOR

B LINE 2

A LINE 1

N NEUTRAL

SERVED AND DISTRIBUTION CABLE SIZES.

SEE LIGHTING PLANS FOR EQUIPMENT

TO ROADWAY LIGHTING SYSTEM -

PHOTOELECTRIC CELL

A2 B2 N

JW #14

B1A1N

N.T.S.

JW #11

LST 20

LST 13

20 AMP SINGLE POLE BREAKER

LST 18 LST 12

JW #11

LST 11

LST 10

LST 9

LST 3

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

JW #11

JW #11

LST 17

EQUIVALENT

150W

JW #11 JW #11

LST 16

LST 15

LST 14EQUIVALENT

150W

EQUIVALENT

150W

LST 8

EQUIVALENT

150W

JW #11 JW #11

LST 7

LST 6

LST 5EQUIVALENT

150W

EQUIVALENT

150W

LST 4

EQUIVALENT

150W

LST 23

LST 22

JW #11

JW #11

LST 24

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

EQUIVALENT

150W

LST 19

EQUIVALENT

150W

LIGHTS #3-#20, & #22-#24

SCHEMATIC WIRING DIAGRAM POWERING

(LOCATED AT CHAGALL ST INTERSECTION)

PROPOSED LOAD CENTER CABINET

SHEET ADDED - KAB 8/8/171

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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

.

GYB

MAW

100B

DAVIT ARM LIGHT POLE DETAIL

TRANSFORMER BASE DESIGNS)

(SEE DETAIL - REQ'D ONLY FOR

CAST ALUM. TRANSFORMER BASE

ANCHOR BASE DESIGNS)

GRD.CONN. (REQUIRED ONLY FOR

FR. HAS 1/2"-13 TAPPED HOLE FOR

COVER WITH (2) 1/4" S.S.SCRS.

4"X8" CURVED HANDHOLE FRAME &

.14" TAPER/FT.

APPROX.

TUBES HAVE

SPUN TAPERED ALUM.

OF POLE

LOC. 2/3 HGT

INTERNAL DAMPER

NOM. ARM SPREAD

(SIZE PER PLANS)

3" NOM.

8"

NOM.

N.T.S.

SP

UN T

APE

RE

D

AL

UMI

NU

M P

OLE S

HAFT

(SEE

NOTE 5)

POLE & DAVIT TUBES

MATERIAL SPECIFICATION

ANCHOR BASE

BOLT COVERS

ANCHOR BOLT NUTS

ANCHOR BOLTS

STN.STL.HARDWARE

TRANSFORMER BASE

T-BASE HARDWARE ASTM-A325 GALV.

6063-T6

AA356-T6

AA356

ASTM-A563 GR.A

ASTM-F1554 GR55

AISI-300 SERIES STN.STL.

AA356-T6

13" FLUSH JOINT

GENERAL NOTES

TO THE COST OF INSTALLING THE CABLE.

ALL COSTS ASSOCIATED WITH WELDING GROUNDING WIRE TO SHEET PILE WALLS SHALL BE CONSIDERED INCIDENTAL 15.

SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CONDUIT BEING INSTALLED.

ALL COSTS ASSOCIATED WITH CONNECTING PROPOSED CONDUIT TO EXISTING JUNCTION WELLS OR EXISTING CONDUITS 14.

MANAGEMENT FACILITIES ARE RESTORED TO EXISTING CONDITIONS.

USE CAUTION WHEN INSTALLING CONDUITS UNDER EXISTING CULVERTS. WHEN COMPLETE, ENSURE ALL STORM WATER 13.

OR PULL BOXES SHALL NOT BE FUSED EXCEPT AT NEMA 4X BOXES, IF NEEDED.

ALL FUSED CONNECTIONS SHALL BE MADE IN THE POLE BASE, UNLESS OTHERWISE NOTED. SPLICES IN JUNCTION BOXES 12.

CONTACT: MR. ANGEL M. COLLAZO 302-454-4370.

THE CONTRACTOR SHALL NOTIFY DELMARVA POWER TWO WEEKS IN ADVANCE TO ARRANGE FINAL POWER CONNECTIONS. 11.

THROUGHOUT THEIR ENTIRE LENGTH. PHASE TAPING IS NOT PERMITTED.

CONDUCTORS. EACH PHASE SHALL BE AN INDEPENDENT COLOR. CONDUCTORS SHALL HAVE FACTORY IMPREGNATED COLOR

COLOR CODING SHALL BE PROVIDED THROUGHOUT THE ENTIRE NETWORK FOR SERVICE, FEEDER, BRANCH AND CONTROL 10.

SHALL BE PROVIDED WITH BONDING BUSHINGS. ALL CONDUITS SHALL BE BONDED WITH THE GROUND WIRE.

TERMINATE ALL CONDUITS WHEN ENTERING ENCLOSURES WITH LOCKNUT AND BONDING BUSHINGS. ALL OTHER CONDUITS 9.

THE ELECTRICAL CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL NECESSARY PERMITS AND CERTIFICATES AS REQUIRED. 8.

OF ALL CONDUIT AND POLE BASES TO ELIMINATE CONSTRUCTION CONFLICTS.

THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE GENERAL SUPERINTENDENT FOR THE LOCATIONS

THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL THE CONTRACTORS INVOLVED ON THIS PROJECT. 7.

CALLED FOR BY SPECIFICATIONS OR DRAWINGS.

COMPLETION AND PROPER OPERATION OF ANY SYSTEM SHALL BE PROVIDED WHETHER OR NOT THEY ARE SPECIFICALLY

COMPLETION OF THE ELECTRICAL WORK AS SHOWN. MINOR ITEMS, ACCESSORIES OR DEVICES NECESSARY FOR

WORK INCLUDES FURNISHING LABOR, MATERIAL, EQUIPMENT AND SERVICE NECESSARY AND INCIDENTAL TO PROPER 6.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE PRIOR TO WORK.5.

CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ONE YEAR PERIOD FROM THE TIME OF OWNER ACCEPTANCE. ANY DEFECTS OCCURING DURING THIS PERIOD SHALL BE

THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK MATERIAL AND LABOR TO BE FREE FROM DEFECTS FOR A 4.

THE CONTRACTOR SHALL PROVIDE AND SECURE ALL ELECTRICAL INSPECTIONS AS REQUIRED AND PAY FOR THE SAME. 3.

MANNER THAT AVOIDS CONFLICTS WITH ALL EXISTING AND PROPOSED FEATURES AS APPROVED BY THE ENGINEER.

CONDUIT RUNS ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL LOCATE THE CONDUIT RUNS IN A 2.

MATERIALS SHALL CONFORM TO THE STANDARDIZATION RULES OF THE INSTITUTE OF ELECTRICAL ENGINEERS.

THE ENGINEER. WHEN THESE REQUIREMENTS DO NOT GOVERN, AND WHERE NOT OTHERWISE SPECIFIED, ELECTRICAL

DOCUMENTS AND THE CODE, THE MORE STRINGENT REQUIREMENT WILL APPLY AS DETERMINED AND APPROVED BY

THE ELECTRICAL WORK AND IF THERE IS A CONFLICT BETWEEN THE REQUIREMENTS SPECIFIED IN THE CONTRACT

AND/OR TO ORDINANCES GOVERNING SUCH MATERIAL. CODE SHALL BE CONSIDERED THE MINIMUM REQUIREMENTS FOR

NATIONAL ELECTRIC CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, TO ALL LOCAL AND SPECIAL LAWS,

ALL ELECTRICAL WORK SHALL BE PERFORMED AND ALL MATERIAL PROVIDED SHALL BE IN ACCORDANCE WITH THE 1.

18"

20"

SHALL NOT EXCEED 12".

BETWEEN TWO ADJACENT LUMINAIRES, THE DIFFERENCE IN HEIGHT

SHALL BE RESPONSIBLE FOR DETERMINING THESE MEASUREMENTS.

AS SPECIFIED ON PLANS) ABOVE THE ROADWAY. THE CONTRACTOR

TO MAINTAIN A NOMINAL FIXTURE MOUNTING HEIGHT (OF 30' OR 40',

DUE TO VARYING ELEVATIONS OF ROADWAY, IT MAY BE NECESSARY5.

LATEST EDITION OF AASHTO BREAKAWAY REQUIREMENTS.

TRANSFORMER SHALL MEET THE STANDARDS ESTABLISHED BY THE 4.

LATEST EDITION OF AASHTO REQUIREMENTS.

DESIGNED IN ACCORDANCE WITH STANDARDS ESTABLISHED BY THE 3.

AND WRAPPED.

FINISH - POLE & DAVIT SHALL BE SATIN FINISHED POLISHED2.

HEAT TREAT POLE & DAVIT TO -T6, TEMPER AFTER WELDING.1.

NOTES:

IS FOR VISUALIZATION PURPOSES ONLY.

ACTUAL SIZE. THIS DETAIL OF LUMINAIRE

SEE MANUFACTURER'S CUT SHEET FOR

LED FIXTURE - 150 WATT HPS EQUIVALENT.

2-#10 AWG THWN TO LUMINAIRE

CONNECTOR

ON PLANS) WITH 'Y' UNFUSED

NEUTRAL (SIZE AS NOTED

LIGHTING STANDARD

GROUNDING LUG

#6 GROUND

TRANSFORMER BASE

GROUNDING BUSHING

CONNECTION

BOLTED GROUND

N.T.S.

WITH 'Y' CONNECTOR FUSED AT 5 AMPS

NOTED ON PLANS)PHASE WIRE (SIZE AS

UNUSED PHASE WIRE

CONNECTOR FOR EACH

INLINE UNFUSED

GROUND TO LUMINAIRE

POLE FOUNDATION

120/240V SERVICE

TYPICAL LUMINAIRE CONNECTION

LONG COPPER-CLAD STEEL

3/4"DIA.x20'

GROUND ROD

17"

TOP VIEWOF BASE

OPENING ON TOP

BE USED TO PREVENT

SPACER PLATES SHALL

WASHERS, H.D. GALVANIZED

W/HEX NUTS AND FLAT

FOUR CONN. BOLTS,

GROUNDING LUG

STEEL PLATE (4)

W/HEX. NUTS, AND

ANCHOR BOLTS

AWAY FROM TRAFFIC)

DOOR (BACK SIDE,

REMOVABLE ACCESS

HEIGHT

MOUNTING

LENGTH

ARM

WIDTH 'W'

MINDIA.

BOLT

CIRCLE 'Z'

BOLT

"2113 1"13"LESS THAN 30'LESS THAN 40'

TRANSFORMER BASE

LIGHTING STRUCTURE ON BREAKAWAY

N.T.S.

W Z

Z

W

BOTTOM VIEW

REQUIREMENTS:

COMPONENTS SHALL MEET THE FOLLOWING MATERIAL

TRANSFORMER BASE AND ASSOCIATED 8.

DIMENSION SHOWN.

FOR BOLT CIRCLE. SLOT MUST ACCOMMODATE

TOP AND BOTTOM OF BASE MAY BE SLOTTED 7.

FOUNDATION SHALL NOT BE PAINTED.

DRY BEFORE INSTALLATION. THE TOP OF THE

AND 8 MILS. THE COATING SHALL BE COMPLETELY

THICKNESS OF THE COATING SHALL BE BETWEEN 6

MEETING SSPC-PAINT 16 SPECIFICATIONS. THE

SHALL BE SHOP COATED WITH COAL TAR EPOXY

TRANSFORMER BASE AND CONCRETE FOUNDATION

THE CONTACT AREA BETWEEN THE 6.

REQUIRED BY TRANSFORMER BASE MANUFACTURER.

PROVIDE WASHERS, SHIMS AND BOLTS AS 5.

INSIDE TRANSFORMER BASE.

PROVIDE ACCESSIBLE GROUNDING NUT OR LUG 4.

FACING AWAY FROM TRAFFIC.

SHALL BE INSTALLED ON THE SIDE OF THE POLE

OPENING OF TRANSFORMER BASE ACCESS DOOR 3.

NOTED.

INSTALLED WITH ALL POLES, UNLESS OTHERWISE

BREAKAWAY TRANSFORMER BASES SHALL BE 2.

1985 AASHTO BREAKAWAY REQUIREMENTS

ALUMINUM TRANSFORMER BASE SHALL MEET 1.

NOTES:

POLE & DAVIT TUBES

MATERIAL SPECIFICATION

ANCHOR BASE

BOLT COVERS

ANCHOR BOLT NUTS

ANCHOR BOLTS

STN.STL.HARDWARE

TRANSFORMER BASE

T-BASE HARDWARE ASTM-A325 GALV.

6063-T6

AA356-T6

AA356

ASTM-A563 GR.A

ASTM-F1554 GR55

AA356-T6

AISI-300 SERIES SST

5'-6" RADIUS (15' ARMS)

SEE LIGHTING STANDARD SCHEDULE FOR ACTUAL POLE HEIGHT)

(THIS IS THE HEIGHT OF THE LUMINAIRE ABOVE THE ROADWAY,

30'-0" MOUNTING HEIGHT


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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

GYB

MAW

100C

F

DISTRIBUTION ENCLOSURE

TO LIGHTING CONTROL AND

3 WIRE ELECTRICAL SERVICE

120/240 VOLT, SINGLE-PHASE,

2" GRC CONDUIT WITH

PHOTOCELL ON LB FITTING

(TYPE M)

LIGHTING CABINET

LIGHT POLES (TYP.)

CONDUIT TO

FINISHED GRADE

WELL

NEAREST JUNCTION#2 AWG

(STD. T-4)

CABINET BASE

CLAD GROUND ROD

STEEL COPPER

2'

6'

ELECTRICAL SERVICE

RGS CONDUIT TO

FRAMING CHANNEL

GALVANIZED STEEL

NEMA TYPE 4 ENCLOSURE

DISCONNECT SWITCH IN

SOLID NEUTRAL UNFUSED

240 VOLT, 2 POLE

UTILITY METER

CLAD GROUND ROD

STEEL COPPER

#2 AWG

(CLASS C)

CONC. FOOTING

1' DIA.

AND DISTRIBUTION ENCLOSURE DETAIL

AND LIGHTING CONTROL

ELECTRICAL UTILITY SERVICE EQUIPMENT

CHANNEL CROSS MEMBERS

TWO GALVANIZED STEEL FRAMING

MOUNTING PLATE MOUNTED TO

2'x3'x0.25" THICK ALUMINUM

N.T.S.

VARIES 4'-0" TO 6'-0" 16 15/16"

7"

COBRAHEAD LUMINAIRE DETAIL

LEVELING PAD

HOUSING

ALUMINUM

DIECAST

1005004

1/4"

1/2"3/8" 3/8" 1/2"

1/4"

2"

1/4"

1/4"

7/8"

3/8"

7/8"

4"

3/8"

7/8"

3/8"

1/4"

1/4"

3/8"

3/16"

3/8"

3/16"

3/8"

1/4"

NOTES:

IDENTIFICATION TAG

TYPICAL POLE

CONVENTIONS.

STICKER IN ACCORDANCE WITH NEMA

AND BE LABELLED WITH AN IDENTIFICATION

5. LUMINAIRES SHALL HAVE CUTOFF OPTICS,

PHOTOCELL AS REQUIRED PER PLANS.

MOUNTED AT A ZERO DEGREE TILT ANGLE.

ON THE PLANS. ALL LUMINAIRES SHALL BE

DISTRIBUTION TYPE SHALL BE AS SPECIFIED

4. LAMP TYPE, WATTAGE AND HORIZONTAL

ALIGNED.

SHAFT IS INSTALLED AND THE DAVIT ARM IS

DRILLED IN THE FIELD AFTER THE POLE

HOLES). THE INNER MEMBER SHALL BE

DEGREES APART (MIN. 6" DISTANCE BETWEEN

WITH PREDRILLED THROUGH HOLES AT 90

STANDARD FLUSH JOINT SHALL BE FURNISHED

3. THE OUTER SLEEVE MEMBER AT THE LIGHT

TRAVELEDWAY, UNLESS OTHERWISE DIRECTED.

PERPENDICULAR TO THE EDGE OF

2. POLE ARMS SHALL BE ALIGNED

TRAFFIC.

ON THE SIDE OF THE POLE FACING AWAY FROM

1. IDENTIFICATION TAG SHALL BE INSTALLED

NUMBER

CIRCUIT

NUMBER

POLE

WATTAGE

LAMP

AS DIRECTED IN SPECIFICATIONS (OR APPROVED EQUAL).

LIGHTING ROADWAY LUMINAIRE, LIGHT EMITTING DIODE (LED),


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TOTAL SHTS.

SHEET NO.



T200912002

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

LIGHTING PLAN

5 10 15

PL

OT FE

NC

E {C

AL FIL

ES}

2

WJD 8/8/17

REPLACED SHEET WITH SHEET 2A - 1

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 334+00

55

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 334+50

55

60

65

70

75

Ele

v. 66.65

Offset -70.44'

Ele

v. 64.97

Offset 50.65'

Ele

v. 64.92

Offset 55.72'

Ele

v. 64.81

Offset 60.97'

18.0' @ 30.0' @20.7' @

5.3' @-1.2% -1.3%-3.1%

Ele

v. 66.27

Offset -62.00'

Ele

v. 65.71

Offset -36.68'

Ele

v. 65.11

Offset -35.00'

Ele

v. 65.79

Offset -18.00'

Ele

v. 66.15

Offset 0.00'

Ele

v. 65.22

Offset 42.40'

Ele

v. 65.65

Offset 52.84'

Ele

v. 65.55

Offset 57.85'

Ele

v. 65.51

Offset 59.85'

Ele

v. 64.26

Offset 64.85'

18.0' @ 30.0' @12.4' @ 5.0' @

-2.0% -2.0%-2.6% -2.0%

Offset 44.07'

Ele

v. 65.85

Offset -45.07'

Ele

v. 66.13

Offset -45.10'

Ele

v. 65.13

Offset 52.32'

Ele

v. 65.00

Offset 63.08'

Ele

v. 64.77

Offset 68.41'

Ele

v. 63.57

25.3' @2.21% 17.0' @

-4.0%

Offset 30.00'

Ele

v. 65.55

8.7' @-2.3%

25.3' @2.05%

Offset -18.00'

Ele

v. 65.79

Ele

v. 66.02

Offset 0.00'

Offset 30.00'

Ele

v. 65.62

3.4' @

-2.4% -2.1%

36"ITMS CONDUIT DP-G 8"

B

CONSTRUCTION

L

B

CONSTRUCTION

L

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CROSS SECTION


JAMISON CORNER ROAD,WJD

73

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5 10 15

PL

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NC

E {C

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3

WJD 8/8/17


55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 335+00

55

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 335+50

55

60

65

70

75

Ele

v. 66.80

Offset -64.52'

Ele

v. 66.59

Offset -54.51'

Ele

v. 65.96

Offset -36.67'

Ele

v. 65.35

Offset -35.00'

Ele

v. 66.04

Offset -18.00'

Ele

v. 66.40

Offset 0.00'

Ele

v. 65.80

Offset 30.00'

Ele

v. 65.47

Offset 38.42'

Ele

v. 65.82

Offset 52.84'

Ele

v. 65.72

Offset 57.84'

Ele

v. 65.68

Offset 59.85'

Ele

v. 64.43

Offset 64.85'

10.0' @ 17.8' @17.0' @

18.0' @ 30.0' @8.4' @

12.8' @ 5.0' @5.0' @

2.1%3.5%

-4.0%-2.0% -2.0%

-3.8%-2.0% -2.0%

-4:1

Ele

v. 67.16

Offset -66.00'

Ele

v. 66.96

Offset -56.00'

Ele

v. 66.21

Offset -36.67'

Ele

v. 66.25

Offset -18.81'

Ele

v. 66.64

Offset -0.00'

Ele

v. 66.04

Offset 30.00'

Ele

v. 65.72

Offset 38.00'

Ele

v. 66.06

Offset 52.84'

Ele

v. 65.96

Offset 57.81'

Ele

v. 65.92

Offset 59.85'

Ele

v. 64.67

Offset 64.84'

10.0' @19.3' @

17.0' @18.0' @ 30.0' @

8.0' @13.2' @ 5.0' @

5.0' @

2.0%3.9%

-4.0%-2.0% 2.0%

-4.0%-2.0% -2.0%

-4:1

Offset -35.00'

Ele

v. 65.59

Offset 39.67'

Ele

v. 66.33

Offset 40.09'

Ele

v. 66.08

PE

R/

W

R/

W

PE

R/

W

R/

W

18" 15"

18"DP-G 8"

ITMS CONDUIT

DP-G 8"

ITMS CONDUIT

B

CONSTRUCTION

L

B

CONSTRUCTION

L

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


0

FEET

SCALE

5

10

15

CROSS SECTION



73

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5 10 15

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4

WJD 8/8/17


60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 336+00

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 336+50

55

60

65

70

75

Ele

v. 67.16

Offset -66.00'

Ele

v. 66.96

Offset -56.00'

Ele

v. 65.38

Offset -47.00'

Ele

v. 65.38

Offset -44.00'

Ele

v. 65.85

Offset -35.00'

Ele

v. 66.89

Offset 0.00'

Ele

v. 66.29

Offset 30.00'

Ele

v. 65.89

Offset 40.00'

Ele

v. 66.27

Offset 53.12'

Ele

v. 66.17

Offset 58.12'

Ele

v. 65.70

Offset 61.

82'

10.0' @9.0' @ 9.0' @

17.0' @18.0' @ 30.0' @

10.0' @11.4' @ 5.0' @2.0%

4:1 -5.3%-4.0%

-2.0% 2.0%-4.0% -2.0% -2.0%

Ele

v. 64.94

Offset -47.00'

Ele

v. 64.94

Offset -44.00'

Ele

v. 66.10

Offset -35.00'

Ele

v. 66.78

Offset -18.00'

Ele

v. 67.14

Offset 0.00'

Ele

v. 65.90

Offset 46.00'

Ele

v. 66.51

Offset 47.67'

Ele

v. 66.39

Offset 53.67'

Ele

v. 66.19

Offset 63.67'

Ele

v. 66.15

Offset 65.67'

Ele

v. 65.03

Offset 70.14'

10.0' @9.0' @

3.0' @9.0' @

17.0' @18.0' @ 30.0' @

16.0' @ 6.0' @ 10.0' @4.5' @

-4.0%-2.0% -2.0%

-4.0% -2.0% -2.0%-4:1

Offset 30.00'

Ele

v. 66.54

Offset 41.

67'

Ele

v. 66.50

Offset 60.12'

Ele

v. 66.13

Offset -66.00'

Ele

v. 67.16

Offset -56.00'

Ele

v. 66.96

2.3%

0.2%

0.0%-12.8%

Offset -18.00'

Ele

v. 66.53

R/

W

R/

W

R/

W

R/

W

18"

18"

18"

ITMS CONDUIT

DP-G 8"

ITMS CONDUITDP-G 8"

B

CONSTRUCTION

L

B

CONSTRUCTION

L

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CROSS SECTION



73

PL

OT

TE

D

BY:

BD

OU

GH

ER

TY

DA

TE:

8/9/2017

FIL

E

LO

CA

TIO

N:

Q:\

ND

E\

06027

2_

000

DE

LD

OT

DO

TS\

TA

SK002_

BO

YD

SC

OR

NE

RR

OA

D\

CA

DD\

CA

DD_J

CR\

XS03.D

GN [ S

HE

ET:

XS03 ]

5 10 15

PL

OT FE

NC

E {C

AL FIL

ES}

2ANEW SHEET 2A - WJD 8/8/171

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 334+00

55

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 334+50

55

60

65

70

75

Ele

v. 66.65

Offset -70.44'

Ele

v. 64.97

Offset 50.65'

18.0' @ 30.0' @20.7' @-1.2% -1.3%-3.1%

Ele

v. 66.27

Offset -62.00'

Ele

v. 65.71

Offset -36.68'

Ele

v. 65.11

Offset -35.00'

Ele

v. 65.79

Offset -18.00'

Ele

v. 66.15

Offset 0.00'

Ele

v. 65.22

Offset 42.40'

18.0' @ 30.0' @12.4' @

5.0' @

-2.0% -2.0%-2.6%

Offset 44.07'

Ele

v. 65.85

Offset -45.07'

Ele

v. 66.13

Offset -45.10'

Ele

v. 65.13

Offset 52.32'

Ele

v. 65.58

25.3' @2.21% 17.0' @

-4.0%

Offset 30.00'

Ele

v. 65.55

8.9' @

25.3' @2.05%

Offset -18.00'

Ele

v. 65.79

Ele

v. 66.02

Offset 0.00'

Offset 30.00'

Ele

v. 65.62

36"ITMS CONDUIT DP-G 8"

B

CONSTRUCTION

L

B

CONSTRUCTION

L

60

65

70

75

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

75

60

65

70

75

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

75

24"

Offset -78.98'

Ele

v. 66.37

60

65

70

75

75 80 85 90 95 100 105 110 115 120 125 130 135 140

60

65

70

75

Offset 66.75'

Ele

v. 67.82

Ele

v. 66.13

Offset 60.01'

Offset 58.02'

Ele

v. 66.10

Ele

v. 66.00

Offset 53.01'

Offset -91.

30'

Ele

v. 66.37

Ele

v. 69.30

Offset -10

1.17'

Offset -81.

51'

Ele

v. 68.28

Offset 66.01'

Ele

v. 66.07

Offset 71.

32'

Ele

v. 66.17

Offset 73.44'

Ele

v. 66.23

Offset -85.12'

Ele

v. 69.96

12.3' @0%

12.3' @29.7%

13.7' @

3.6%

13.7' @1.9%

8.54' @

3.3%

4:18.1' @

23.1' @16.0%

1.7% 2.0%4:1

6.7' @

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CROSS SECTION



73

PL

OT

TE

D

BY:

BD

OU

GH

ER

TY

DA

TE:

8/9/2017

FIL

E

LO

CA

TIO

N:

Q:\

ND

E\

06027

2_

000

DE

LD

OT

DO

TS\

TA

SK002_

BO

YD

SC

OR

NE

RR

OA

D\

CA

DD\

CA

DD_J

CR\

XS01A.D

GN [ S

HE

ET:

XS01A ]

5 10 15

PL

OT FE

NC

E {C

AL FIL

ES}


55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 335+00

55

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 335+50

55

60

65

70

75

Ele

v. 66.80

Offset -64.52'

Ele

v. 66.59

Offset -54.51'

Ele

v. 65.96

Offset -36.67'

Ele

v. 65.35

Offset -35.00'

Ele

v. 66.40

Offset 0.00'

Ele

v. 65.80

Offset 30.00'

Ele

v. 65.47

Offset 38.42'

Offset 52.84'

Offset 57.84'

10.0' @ 17.8' @17.0' @

18.0' @ 30.0' @8.4' @

12.8' @ 5.0' @2.1%

3.5%-4.0%

-2.0% -2.0%-3.8%

Ele

v. 67.16

Offset -66.00'

Ele

v. 66.96

Offset -56.00'

Ele

v. 66.21

Offset -36.67'

Ele

v. 66.25

Offset -18.81'

Ele

v. 66.64

Offset -0.00'

Ele

v. 66.04

Offset 30.00'

Ele

v. 65.72

Offset 38.00'

Offset 52.84'

Offset 59.85'

10.0' @19.3' @

17.0' @18.0' @ 30.0' @

8.0' @13.2' @ 5.0' @

2.0%3.9%

-4.0%-2.0% 2.0%

-4.0%-2.0% -2.0%

Offset -35.00'

Ele

v. 65.59

Offset 39.67'

Ele

v. 66.33

Offset 40.09'

Ele

v. 66.08

PE

R/

W

R/

W

PE

R/

W

R/

W

18" 15"

18"DP-G 8"

ITMS CONDUIT

DP-G 8"

ITMS CONDUIT

B

CONSTRUCTION

L

B

CONSTRUCTION

L

60

65

70

75

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

75

60

65

70

75

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

75

Ele

v. 66.33

Ele

v. 66.43

Offset 59.84'

Ele

v. 66.47

Offset 62.25'

Ele

v. 67.07

Offset -79.47'

Ele

v. 69.30

Offset -77.71'

Ele

v. 68.66

Offset -87.37'

Ele

v. 68.07

Offset -10

1.26'

Ele

v. 68.19

Ele

v. 66.59

Offset 57.85'

Ele

v. 66.70

Offset 62.19'

Ele

v. 66.07

Ele

v. 66.65

14.92' @6:1

2.0% 2.0%

13.9' @0.8%

11.7' @12.8%

3.4%

8.9' @

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


0

FEET

SCALE

5

10

15

CROSS SECTION



73

PL

OT

TE

D

BY:

BD

OU

GH

ER

TY

DA

TE:

8/9/2017

FIL

E

LO

CA

TIO

N:

Q:\

ND

E\

06027

2_

000

DE

LD

OT

DO

TS\

TA

SK002_

BO

YD

SC

OR

NE

RR

OA

D\

CA

DD\

CA

DD_J

CR\

XS02

A.D

GN [ S

HE

ET:

XS02

A ]

5 10 15

PL

OT FE

NC

E {C

AL FIL

ES}


60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 336+00

60

65

70

75

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75STA. 336+50

55

60

65

70

75

Ele

v. 67.16

Offset -66.00'

Ele

v. 66.96

Offset -56.00'

Ele

v. 65.38

Offset -47.00'

Ele

v. 65.38

Offset -44.00'

Ele

v. 65.85

Offset -35.00'

Ele

v. 66.89

Offset 0.00'

Ele

v. 66.29

Offset 30.00'

Ele

v. 65.89

Offset 40.00'

Offset 53.12'

Offset 58.12'

10.0' @9.0' @ 9.0' @

17.0' @18.0' @ 30.0' @

10.0' @5.0' @

2.0%4:1

-5.3%-4.0%

-2.0% 2.0%-4.0%

-2.0%

Ele

v. 64.94

Offset -47.00'

Ele

v. 64.94

Offset -44.00'

Ele

v. 66.10

Offset -35.00'

Ele

v. 66.78

Offset -18.00'

Ele

v. 67.14

Offset 0.00'

Ele

v. 65.90

Offset 46.00'

Ele

v. 66.51

Offset 47.67'

Ele

v. 66.39

Offset 53.67'

Ele

v. 66.19

Offset 63.67'

Ele

v. 66.15

Offset 65.67'

Ele

v. 65.03

Offset 70.14'

10.0' @9.0' @

3.0' @9.0' @

17.0' @18.0' @ 30.0' @

16.0' @ 6.0' @ 10.0' @4.5' @

-4.0%-2.0% -2.0%

-4.0% -2.0% -2.0%-4:1

Offset 30.00'

Ele

v. 66.54

Offset 41.

67'

Ele

v. 66.50

Offset 60.12'

Ele

v. 66.79

Offset -66.00'

Ele

v. 67.16

Offset -56.00'

Ele

v. 66.96

2.3%

0.2%

0.0%-12.8%

Offset -18.00'

Ele

v. 66.53

R/

W

R/

W

R/

W

R/

W

18"

18"

18"

ITMS CONDUIT

DP-G 8"

ITMS CONDUITDP-G 8"

B

CONSTRUCTION

L

B

CONSTRUCTION

L

60

65

70

75

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

75

60

65

70

-140 -135 -130 -125 -120 -115 -110 -105 -100 -95 -90 -85 -80 -75

60

65

70

Offset -88.79'

Ele

v. 67.15

Ele

v. 67.06

Offset -78.09'

Offset -95.55'

Ele

v. 68.02

Offset -81.

66'

Ele

v. 67.90

Offset 63.74'

Ele

v. 66.73

Ele

v. 66.83

Ele

v. 65.67

13.9' @0.9%

23.1' @6.7%

11.5' @2.0% 3:1

3.6' @

10.7' @0.8%

9.23' @6%

TOTAL SHTS.

SHEET NO.


CONTRACT

T200912002

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

NEW CASTLE

SCALE

FEET

0

BPH

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CROSS SECTION



73

PL

OT

TE

D

BY:

BD

OU

GH

ER

TY

DA

TE:

8/9/2017

FIL

E

LO

CA

TIO

N:

Q:\

ND

E\

06027

2_

000

DE

LD

OT

DO

TS\

TA

SK002_

BO

YD

SC

OR

NE

RR

OA

D\

CA

DD\

CA

DD_J

CR\

XS03

A.D

GN [ S

HE

ET:

XS03

A ]