unofficial website copygssdocs.deldot.delaware.gov/bids/t201701105 - plans.pdffs fes di cr cmh cjb c...

UNOFFICIAL WEBSITE

COPY

BFS

CZ

LOC

A

C

A

O

DND

RL

C

RL

O

RM

C

RM

O

C

O

BIOFILTRATION SWALE

CONCRETE SAFETY BARRIER - PERMANENT

BUTT JOINT

CURB, TYPE 2

CURB & GUTTER, TYPE 1




CLEAR ZONE

DRAINAGE INLET

DITCH

FENCE - METAL

FENCE - WOOD

FLARED END SECTION

GUARDRAIL, TYPE 2

JUNCTION BOX - DRAINAGE

LIMIT OF CONSTRUCTION

MANHOLE

PAVEMENT PATCH

PIPE & DIRECTIONAL FLOW ARROW

RIPRAP

UNDERDRAIN

UNDERDRAIN OUTLET

CONSTRUCTION BASELINE100+00

DA

PE

R/W

R/W-DA

TCE

PROPOSED DENIAL OF ACCESS

PROPOSED PERMANENT EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY MONUMENT

100+00 PROPOSED RIGHT-OF-WAY BASELINE

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CURB OR CURB & GUTTER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

CURB OPENING

DRAINAGE INLET

DO NOT DISTURB

FILTRATION STRUCTURE

GUARDRAIL

JUNCTION BOX

MANHOLE

PIPE

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

REMOVE BY CONTRACTOR

REMOVE BY OTHERS

FLARED END SECTION

CONCRETE SAFETY BARRIER

MONUMENT - RIGHT-OF-WAY

LANDSCAPE PLANTINGS

SHRUBBERY

DECIDUOUS TREE

CONDUIT JUNCTION WELL

PAVEMENT MARKINGS

PAVEMENT STRIPING

PROPOSED R/W & DENIAL OF ACCESS

TEMPORARY CONSTRUCTION EASEMENT

UD

P

M

MH

LS

JB

GR

FS

FES

DI

CR

CMH

CJB

C

B

CR-N

UTILITY COMPANY FACILITIES

DETECTABLE WARNING SYSTEM

WITHOUT SIDEWALK SURFACE

CURB, TYPE 1 & TYPE 3

CONIFEROUS TREE

LUMINAIRE

ITMS-CON

SIG-CON SIGNAL CONDUIT

ITMS CONDUIT

TRAFFIC SIGN

LEGEND

CURB RAMP / TYPE

CURB RAMP / TYPE -

UNDERDRAIN / LENGTH

UNDERDRAIN OUTLET PIPE

EM

D.I.

GUARDRAIL, TYPE 1

GUARDRAIL, TYPE 3

GUARDRAIL END TREATMENT, TYPE 1



IMPACT ATTENUATOR

BRICK PATTERNED SURFACE

FENCEF

FILL WITH FLOWABLE FILLFF

C

UDO

CONSTRUCTION SAFETY FENCECSF

CONSTRUCTION SAFETY FENCECSF

ED ENERGY DISSIPATOR

GUARDRAIL END ANCHORAGE

TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -

IDENTIFIERSCONSTRUCTION

LANDSCAPING

TRAFFICP.C.C. SIDEWALK - 4"

FOR CHANNELIZATION ISLANDS.)

P.C.C. SIDEWALK - 6" (USE 8" DEPTH

MAILBOXMB

LO LATERAL OFFSET

EXISTING SYMBOLS PROPOSED SYMBOLS

2

VER-C

COM-C

VERIZON

NCC-S

SZ-W

NOT TO SCALE

(TYPE LABEL)

(TYPE LABEL)

DRAINAGE PIPE AND FLOW ARROW

RIPRAP - LINEAR FEATURE

RIPRAP - AREA FEATURE

DRAINAGE PIPE HEADWALL

DRAINAGE MANHOLE

DRAINAGE JUNCTION BOX

DIRECTIONAL STREAM FLOW ARROW

DITCH OR STREAM CENTERLINE

FLAG POLE

MAILBOX

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

GUARDRAIL - STEEL BEAM

WALL - STONE

WALL - BRICK OR BLOCK

FENCE - STOCKADE OR SPLIT RAIL

FENCE - CHAINLINK OR STRANDED

GUARDRAIL - WIRE ROPE

LAMP AND POST - RESIDENTIAL

CURB

CURB AND GUTTER

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

SHRUBBERY

HEDGEROW OR THICKET

GRASS LAWN

MARSH BOUNDARY LINE

TREE STUMP

TREE - CONIFEROUS

TREE - DECIDUOUS

WOODS LINE BOUNDARY

SURVEY BENCHMARK LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

PROPERTY MARKER - IRON PIPE

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

POLE MOUNTED LUMINAIRE

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

GAS METER

GAS MANHOLE

GAS PUMP - SERVICE STATION

UTILITY POLE GUY WIRE ANCHOR

GAS VALVE

RAILROAD TRACKS

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

TELEPHONE BOOTH

TELEPHONE MANHOLE

CABLE TV DISTRIBUTION BOX

UTILITY BOX

UTILITY POLE

WATER VALVE

WATER METER

TELEPHONE TEST POINT

WATER - FIRE HYDRANT

SOIL BORING LOCATION

UTILITY TEST HOLE LOCATION

WELL HEAD

SEPTIC DRAIN FIELDS.D.F.

PROPERTY MARKER - CONCRETE MON.

100+00

SIZE/TYPE LABEL

DELINEATED WETLAND BOUNDARY LINE

SANITARY SEWER VENT OR CLEANOUT

PARKING METER AND POST

PILE - BRIDGE

TRAFFIC - CONDUIT JUNCTION WELL

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - SIGNAL POLE AND BASE

FP

PM

WL

TV

VENT

U

WELL

P L

ELECTRIC METER

DRAINAGE INLET

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

? MANHOLE - UNDETERMINED OWNER

HISTORIC RIGHT-OF-WAY BASELINE

R/W-DA

DA

EASEMENT TYPE

EXISTING R/W & DENIAL OF ACCESS

EXISTING DENIAL OF ACCESS

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

EXISTING PROPERTY LINE

DRAINAGE SURVEY CONTROL & MONUMENTATION

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

RIGHT-OF-WAY SYMBOLS

UTILITY

UTILITY COMPANY FACILITIES

PUMPP

DWB

SILT FENCE / LENGTH

SILT FENCE - REINFORCED

ED

PST

RSF

SB

SBD

SCE

SF

ST

ST

ST

SW

TSD

SEDIMENT TRAP / NUMBER

EARTH DIKE

STONE CHECK DAM

TEMPORARY SWALE

INLET SEDIMENT CONTROL

PERIMETER DIKE/SWALE

PORTABLE SEDIMENT TANK

SANDBAG DIKE

SANDBAG DIVERSION

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

SEDIMENT TRAP

SEDIMENT TRAP PIPE OUTLET

STILLING WELL

TEMPORARY SLOPE DRAIN

SF

ST

EROSION & SEDIMENT CONTROL

SEDIMENT TRAP WITH INLET AS OUTLET

DEWATERING BASIN

DEWATERING BAG

TURBIDITY CURTAIN / LENGTH

TURBIDITY CURTAINT

SP SUMP PIT

COMPOST FILTER LOGCFL

DP-E DELMARVA POWER - ELECTRIC

DP-G DELMARVA POWER - GAS

COMCAST CABLE

NEW CASTLE COUNTY SEWER

SUEZ WATER (a.k.a. UNITED WATER)

RIGHT-OF-WAY SYMBOLS

COM-C COMCAST CABLE

DEPARTMENT OF TRANSPORTATIONDELAWARE

TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS8

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UNOFFICIAL WEBSITE

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GENERAL NOTES

1. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD

SPECIFICATIONS", DATED AUGUST 2016 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

SHALL BE INCIDENTAL TO THE ITEM BEING REMOVED.

AND FINAL DISPOSAL SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THAT MATERIAL.

ROADSIDE AMENITIES WITHIN THE LIMITS OF CONSTRUCTION OR EASEMENT AREAS THAT ARE TO REMAIN IN PLACE AND

ARE NOTED BY "DND" SHALL BE PROTECTED BY THE CONTRACTOR WITH SAFETY FENCE OR OTHER MEASURES AS

DIRECTED BY THE ENGINEER. ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000. ANY DAMAGE TO THESE AMENITIES

WHICH IS DONE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A CONTRACTOR" MUST

ELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:

ALL PLAN SHEETS, IN PDF FORMAT.( X )

NONE( )

( )

( )

( )

( )

ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE ENGINEER.

BY DELDOT.

EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

BY DELDOT.

PROPOSED DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

TERRAIN MODEL (DTM).

DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF THE PROPOSED DIGITAL

CROSS SECTIONS

PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:

RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)

( )

( )

CONTRACTOR ESC SUPERVISOR REQUIREMENT

( ) MAJORAND STORMWATER REGULATIONS.

CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE SEDIMENT

2.

NONE

3.

4.

ADHERING TO THE STANDARDS SHALL BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION PREVENTION SPECIFICATIONS

OF PEDESTRIAN BRIDGES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD AND SHALL

REPORT ANY DISCREPANCIES TO THE ENGINEER.

5. THE ADDITIONAL IMPERVIOUS AREA CREATED BY THIS PROJECT IS 635.11 SQUARE FEET.

BARE AREAS SHALL BE EITHER PERMANENTLY STABILIZED OR COVERED WITH GABC, AS DIRECTED BY THE ENGINEER.

SECTION 600:

SECTION 200:

UAV, THE FLIGHT TIME, THE PILOT'S NAME AND THE PILOT'S CONTACT NUMBER DURING THE FLIGHT.

FLIGHTS. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE

1. THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY UNMANNED AIRCRAFT VEHICLE (UAV)

2.

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, SHALL BE DIRECTED TO USE ONLY THE PROJECT BORROW3.

NOT TO SCALE

UNSUITABLE MATERIALS FROM ROADWAY AND UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND SHALL BE LEGALLY

DISPOSED OF OUTSIDE THE PROJECT AREA. ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THIS MATERIAL

MATERIALS AS MAY BE FOUND IN THE EXCAVATIONS THAT ARE DETERMINED BY THE ENGINEER TO BE SUITABLE FOR USE

ELSEWHERE WITHIN THE PROJECT. PAYMENT FOR PLACING THESE BORROW MATERIALS AT LOCATIONS AS DIRECTED BY THE

ENGINEER SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THE MATERIAL. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO DRY OR WET THE MATERIALS, IF NEEDED, SO THAT THE MATERIALS WILL MEET THE REQUIREMENTS

OF ITS INTENDED USE. THE CONTRACTOR MAY, WITH APPROVAL OF THE ENGINEER, STOCKPILE MATERIALS TO MEET THESE

REQUIREMENTS. HOWEVER, MOVING THE MATERIAL FROM THE STOCKPILE AND THEN UTILIZING THE MATERIALS SHALL NOT

BE MEASURED FOR PAYMENT. ALL MATERIALS ENCOUNTERED IN THE EXCAVATIONS OF THE PROJECT THAT ARE NOT USED

ELSEWHERE ON THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH

STOCKPILING MATERIAL, MOVING ANY MATERIAL FROM ANY STOCKPILES, WETTING AND/OR DRYING THE MATERIAL, OR REMOVAL

DURING CONSTRUCTION OF THE SIDEWALK ALL BARE AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.

ALL DISTURBED AREAS WITHIN THE LIMIT OF CONSTRUCTION, SHALL BE TOPSOILED (6" MINIMUM), AND SEEDED AS

DIRECTED BY THE ENGINEER. ALL COSTS ARE PAID UNDER THE RESPECTIVE ITEMS BEING INSTALLED.

SECTION 100:

4.

5.

6.

PROJECT NOTES

WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE

SECTION 700:

SECTION 900:

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE

GENERAL PERMIT, COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT

PLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR

THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS KEPT ON FILE

IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPY

OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE

DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

MISCELLANEOUS:

THE CONTRACTOR SHALL CONTACT THE CHIEF OF SCHEDULING FOR DART FIRST STATE, 14 DAYS

TO THE START OF CONSTRUCTION AT 302-576-6066.

BRIDGE DESIGN: LIVE LOAD - 90 LBS/SQ.FT, IN ACCORDANCE WITH AASHTO LRFD GUIDE SPECIFICATIONS FOR DESIGN

STORMWATER REGULATIONS.

CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND

FOR THIS PROJECT

EROSION POTENTIAL

( X ) MINOR

( ) INSIGNIFICANT

7. THE DISTURBED AREA FOR THIS PROJECT IS 0.07 ACRES.

DETAILS", DATED 2016, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

7.

15.

16.

STRUCTURAL ELEMENTS OF PORTLAND CEMENT CONCRETE SHALL BE AS NOTED: (F'c = 28 DAY COMPRESSIVE STRENGTH)

- ALL EXPOSED EDGES SHALL BE CHAMFERED ƒ" UNLESS OTHERWISE NOTED.

- MIX REQUIREMENTS SHALL CONFORM TO SECTION 812 OF THE SPECIFICATIONS.

- CLASS D CONCRETE - BRIDGE DECK (F'c = 3500 psi)

- CLASS A CONCRETE - PIER CAPS AND ABUTMENTS (F'c = 4500 psi)

8.

AND IS DENOTED WITH A SUFFIX 'E' IN THE BAR MARKS.

WITH FUSION BONDED EPOXY. EPOXY COATED REINFRCING STEEL SHALL CONFORM TO AASHTO M284 (ASTM D3963)

A CLEAR COVER OF 2", UNLESS OTHERWISE SPECIFIED ON THE PLANS. ALL REINFORCING STEEL SHALL BE PROTECTED

REINFORCING STEEL SHALL CONFORM TO AASHTO M31 (ASTM A615), GRADE 60. ALL REINFORCING STEEL SHALL HAVE

BAR REINFORCEMENT:

STANDARDS. TIMBER SIZES SHOWN ON PLANS ARE NOMINAL.

TWO (2) SELF TAPPING #10 STAINLESS STEEL SCREWS AT EACH SUPPORT BEAM. SPACING SHALL MEET ADA

STANDARD TO THE REQUIREMENTS OF USE CATEGORY 2 (UC2). DECK BOARDS SHALL BE FASTENED WITH

MINIMUM RETENTION OF 0.20 LBS/CUBIC FOOT. LUMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA

SOUTHERN YELLOW PINE, NO. 2 AND SHALL BE TREATED WITH CROMATED COPPER ARSENATE (CCA) WITH A

PREFABRICATED TRUSS BRIDGE SHALL BE PAINTED AS PER COLOR CHIP 17038 (BLACK) FEDERAL SID. 595C.

UNDER ITEM 302007 - GRADED AGGREGATE BASE COURSE.

302514 - MILLED HOT-MIX BASE COURSE. THE QUANTITY OF MILLINGS USED FOR BASE COURSE WILL BE PAID FOR

INCIDENTAL TO ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE 'B'. NO PAYMENT WILL BE MADE FOR ITEM

THE MILLINGS INTO COMPLIANCE WITH THE REQUIREMENTS OF ITEM - 302514 MILLED HOT-MIX BASE COURSE ARE

COMPACTION AS WELL AS THE MATERIAL REQUIREMENTS FOR MILLINGS USED AS BASE COURSE. ALL COSTS TO BRING

SPECIAL PROVISION 302514 - MILLED HOT-MIX BASE COURSE IS PROVIDED TO SPECIFY THE MEANS OF LAY DOWN ANDf.

ITEM USING THE RECYCLED MATERIAL.

ALL COSTS TO UTILIZE MILLINGS IN RECYCLED HOT-MIX WILL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE HOT-MIXe.

PAID FOR AT THE UNIT BID PRICE FOR ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE 'B'.

OUTSIDE SOURCE OR TRANSPORT MILLINGS WITHIN THE PROJECT LIMITS. MILLINGS USED FOR BASE COURSE WILL BE

302514 - MILLED HOT-MIX BASE COURSE. NO SEPARATE PAYMENT WILL BE MADE TO FURNISH MILLINGS FROM AN

MILLINGS USED FOR BASE COURSE SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIAL PROVISIONd.

EMBANKMENT.

FOR STOCKPILING AND SUBSEQUENT REHANDLING SHALL BE INCIDENTAL TO ITEM 202000 - EXCAVATION AND

SHOULD THE CONTRACTOR ELECT TO TEMPORARILY STOCKPILE MILLINGS ON THE JOB SITE FOR LATER USE, ALL COSTSc.

WILL BE MADE FOR TRANSPORTING MILLINGS ON SITE OR TO AN APPROVED DISPOSAL SITE.

UTILIZED FOR BASE COURSE OR DISPOSED OF BY THE CONTRACTOR TO AN APPROVED SITE. NO SEPARATE PAYMENT

MILLINGS GENERATED UNDER ITEM 760502 - PAVEMENT MILLINGS, TAPERCUT MAY BE RECYCLED INTO HOT-MIX,b.

TO ITEM 202000 - EXCAVATION AND EMBANKMENT.

COURSE, OR DISPOSED OF TO AN APPROVED SITE. HAULING COSTS FOR DISPOSAL AND/OR RECYCLING ARE INCIDENTAL

EXCAVATION AND EMBANKMENT. THE MILLINGS GENERATED MAY BE RECYCLED INTO HOT-MIX, UTILIZED FOR BASE

202000 - EXCAVATION AND EMBANKMENT THE COST OF MILLING THIS HOT-MIX WILL BE PAID AS ITEM 202000 -

SHOULD THE CONTRACTOR ELECT TO MILL PORTIONS OF HOT-MIX SHOWN ON THE PLANS TO BE REMOVED UNDER ITEMa.

PAYMENT CLARIFICATION:E.

ALL MILLED MATERIALS SHALL MEET THE MATERIAL REQUIREMENTS OF ITEM 302514 - MILLED HOT-MIX BASE COURSE.

MILLED MATERIAL FURNISHED ON THE JOB FROM THE CONTRACTOR'S YARD OR OTHER OUTSIDE SOURCE.c.

MATERIAL MILLED ON THIS CONTRACT AT THE CONTRACTOR'S CHOICE UNDER ITEM 202000.b.

MATERIAL MADE AVAILABLE WHEN MILLED ON THIS CONTRACT UNDER ITEM XXXXXX.a.

HOT-MIX MILLINGS MAY BE GENERATED FROM THE FOLLOWING SOURCES:D.

THE CONTRACTOR. ALL EXCESS MILLING MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR.

SPECIFICATIONS. THE CHOICE OF THE QUANTITY OF MILLINGS USED FOR THIS PURPOSE, OR FOR BASE COURSE, LIES WITH

THE CONTRACTOR MAY ALSO ELECT TO RECYCLE MILLINGS FOR USE IN HOT-MIX AS PERMITTED BY THE STANDARDC.

THE TOTAL BEING EQUAL TO THE ACTUAL QUANTITY USED UNDER ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE 'B'.

THE QUANTITY USED FOR BASE OF EACH OF THE ABOVE LISTED MATERIALS WILL BE THE CONTRACTOR'S CHOICE, WITHB.

ON THE LIMITS OF EACH SOURCE OF MATERIAL PRIOR TO PLACEMENT.

FULL DEPTH, IN ORDER THAT PROPER TESTING MAY BE ACCOMPLISHED. THE CONTRACTOR AND ENGINEER SHALL AGREE

APPROVED AREAS. EACH AREA OF BASE COURSE MUST BE CONSTRUCTED USING MATERIALS FROM A SINGULAR SOURCE,

ALL OF THE ABOVE LISTED MATERIALS ARE PERMITTED FOR USE ON THE JOB, PROVIDED THEY ARE SEPARATED INTO

SOURCES) TO MEET THE REQUIREMENTS OF ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE 'B'.

THE CONTRACTOR WILL NOT BE ALLOWED TO MIX DIFFERENT MATERIALS (OR SIMILAR MATERIALS FROM DIFFERENT

HOT-MIX MILLINGS (PER SPECIAL PROVISION 302514 MILLED HOT-MIX BASE COURSE)c.

CRUSHED CONCRETE (PER STANDARD SPECIFICATION 821)b.

CRUSHED STONE (PER STANDARD SPECIFICATION 821)a.

- GRADED AGGREGATE BASE COURSE, TYPE 'B':

THE CONTRACTOR MAY ELECT TO USE ANY OF THE FOLLOWING MATERIALS TO MEET THE REQUIREMENTS OF ITEM 302007A.X.

EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST EXISTING SIDEWALK JOINT. NEW SIDEWALK

PAID FOR UNDER ITEM 762001 - SAW CUTTING, CONCRETE, FULL DEPTH.

SHALL BE FORMED TO ACCOMODATE THE PROPOSED TIE IN LOCATION. ALL SAW CUTTING SHALL BE FULL DEPTH,

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE

FASTENERS SHALL BE F593 STAINLESS STEEL BOLTS WITH F594 NUTS AND SS304 OR SS316 WASHERS.

9.

JOIST HANGERS SHALL BE SIMPSON STRONG-TIE LU28 OR USP JL26.

FASTENERS:

11.

12.

13.

10.

14.

STAY-IN-PLACE FORM WORK FOR DECK IS INCIDENTAL TO THE CLASS D CONCRETE PAY ITEM.

PORTLAND CEMENT CONCRETE:

TIMBER:

MEETING THE REQUIREMENTS OF ASTM F 593 (CONDITION CW).

ANCHOR BOLTS AND ASSOCIATED HARDWARE SHALL BE 3/4 INCH DIAMETER AISI 304 OR AISI 316 STAINLESS STEEL

17. CAPPED REBAR MONUMENTS ARE INCIDENTAL TO ITEM 202000.


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

NOTES

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STATION OFFSET EASTINGNORTHING

HORIZONTAL / VERTICAL CONTROL DATA

ELEVATIONPOINT

1

1

1

2

2

2

10000

TP3

TP2

10001

10002

10003

10004

10005

10006

20.33

19.69570090.3644

570469.3297 584700.8011

584385.0253-21.89

-22.21106+43.51

101+45.58

TP1

NOTE: NEGATIVE OFFSET DENOTES LEFT OF BASELINE

N 29°37'

35.7456"

E

TP1

TP2

TP3

MCCOY ROAD

CIRCULAR CURVE 1 CIRCULAR CURVE 2

CAPPED REBAR

REBARCAPPED

N 43°10'41.7456" E


EXISTING R/W ALIGNMENT CONTROL

POINT

570124.3913 584469.4669

570135.7900 584477.1193

570278.1869

570286.8716 584622.6907

11000

11001

11002

11003

11004

11005

11006

11007

11000 11001

11002

11003 1100411005

11006

11007

300+00.00

REBAR

CAPPED

299+10.69

570163.1336 584500.9192

570186.7039 584532.4014

570230.5791 584573.5717

570263.2624 584594.9413

299+24.42

299+60.67

300+60.17

300+99.22

301+19.84

AND HORIZONTAL DATUM NORTH AMERICAN DATUM NAD 83 (2007).

ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NAVD 1988)

DATUM REFERENCE

29'-3"

301+35.91

PC (10001) 100+53.63 570000.1423 584353.6913

STATION NORTHING EASTING

PI (10002) 101+67.10 570098.7764 584409.7839

PT (10003) 102+79.51 570181.5207 584487.4269

Radius: 955.0000

Delta: 13°33'06.0000" Right

Degree of Curvature(Arc): 5°59'58.4090"

Length: 225.8777

Tangent: 113.4683

Chord: 225.3516

Middle Ordinate: 6.6703

External: 6.7172

Tangent Direction: N 29°37'35.7456" E

Radial Direction: S 60°22'24.2544" E

Chord Direction: N 36°24'08.7456" E



PC (10004) 105+01.54 570343.4365 584639.3604

PI (10005) 105+75.26 570397.1967 584689.8063

PT (10006) 106+47.93 570463.2286 584722.5895

Radius: 500.0000

Delta: 16°46'30.0000" Left

Degree of Curvature(Arc): 11°27'32.9612"

Length: 146.3895

Tangent: 73.7221

Chord: 145.8672

Middle Ordinate: 5.3479

External: 5.4057



Chord Direction: N 34°47'26.7456" E



STATION NORTHING EASTING

PROPOSED CONSTRUCTION BASELINE

584609.1682


CONSTRUCTION ALIGNMENT CONTROL

POINT

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.0010000 100+25.00 569975.2571 584339.5393

N 43°10'41.7456" E

N 53°10'41.7456" E

N 33°10'41.74

56" E

N 41°02'11.2662" E

N 33°52'30.2262" E

N 43°37'44.6268" E

N 57°17'23.1468" E

N 26°2

4'11.74

56" E

14.80570260.8052 584593.284322.94104+09.76


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SCALE

FEET

0 20 40 60

N

VERTICAL CONTROLHORIZONTAL AND

11:1

8:3

2

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 25,

Mc

Coy

Road)\

CA

DD

FIL

ES\

Base\

004

_hv_

mccoy. d

gn

3/19/2

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NEW CASTLE

TMB

4


JMH

1-319P

20

101+00

102+00103+00

104+00

105+00

106+00

PC

100

+53.6

3

PT 102

+7

9.5

1

PC

105

+01.5

4

PI 101+67.1

0

PI 105

+7

5.2

6

PT/

PO

E 10

6+4

7.9

3

100+25

PO

B 10

0+25.0

0

EXISTING RIGHT-OF-WAY BASELINE

106

+4

7.9

3

PI 299+24.42

PI 299+60.67

PI 300

+99.22

PI 301+

19.84

PI 300

+00

PI 300

+60.17

299+50

300+00

300+50

301+00

24.43

RT.

MC

CO

Y

RO

AD

ST

A. 10

2+24.11

MC

CO

Y

RD

SID

EW

AL

K

=P

OB 299+10.69

26.55

RT.

MC

CO

Y

RO

AD

ST

A. 10

4+48.89

MC

CO

Y

RD SID

EW

AL

K

=

PO

E 301+

35.91

UNOFFICIAL WEBSITE

COPY

SAWCUT & MATCH EXISTING

SAWCUT & MATCH EXISTING SIDEWALK

STA. 301+35.91

TOPSOIL, SEED & MULCHREMOVE EXISTING SIDEWALK

5'

5'

STA. 299+71.08 TO STA. 299+99.92

PROPOSED PEDESTRIAN BOARDWALK

STA. 300+00.08 TO STA. 300+60.08

PROPOSED PEDESTRIAN BOARDWALK

STA. 300+60.25 TO STA. 300+79.59

TOPSOIL, SEED & MULCHREMOVE EXISTING SIDEWALK

PROPOSED PEDESTRIAN BRIDGE 1-319P

DND GUARDRAIL

DND ROADWAY BRIDGE

DND TREE

SIDEWALK AT STA. 299+10.69

SB-1

SB-2

SB-3

SB-4

IN ADVANCE OF ANY PEDESTRIAN BRIDGE, BOARDWALK, OR SIDEWALK CONSTRUCTION.

4). COMCAST UNDERGROUND FACILITIES WITHIN THE PROJECTS LIMITS TO BE RELOCATED

LIMITS OF THE PEDESTRIAN AND LANDSCAPING EASEMENT.

3). THERE SHALL BE NO PLANTINGS ABOVE RELOCATED UTILITY LINES WITHIN THE

VERIZON DELAWARE, INC. PER INSTR. NO. 20050209-0013539.

PARCEL IS ALSO SUBJECT TO A DEVELOPMENT GRANT FOR THE BENEFIT OF

OF DELMARVA POWER & LIGHT COMPANY PER INSTR. NO. 20050907-0090578.

2). TAX PARCEL 12-020-00-002 SUBJECT TO UTILITY EASEMENT FOR THE BENEFIT

AND EXCERCISE EXTREME CAUTION WHILE WORKING FROM THE ROADWAY.

IT IS RECOMMENDED THAT THE CONTRACTOR USE RUBBER TIRES ON ALL EQUIPMENT

TO REMAIN. ANY DAMAGES ARE TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

1). EXISTING ROADWAY, BRIDGE, AND GUARDRAIL LOCATED WITHIN THE LOC ARE

NOTES:

TH#10

TH#11

TH#13

TH#12

COM-C

TH#2A

TH#17

COM-C

VER-C

DP-G

DP-E

DP-G

DP-E

COM-C

VER-C

DP-G

DP-E

DP-G

COM-C

VER-C

VER-C

COM-C

DP-E

DP-G

COM-C

WV

CONC. SIDEWALK

TP2

CONC. SIDEWALK

MCCOY RD.

TP3

MCCOY RD.GRASS

GRASS

BRUSH

GRASS

GRASS

GRASS

GRASSGRASS

GUARDRAIL

TP1

NCC-SNCC-S

NCC-S

HOTMIX

HOTMIX

DR

AG

ON

CR

EE

K

GUARDRAIL

WOOD WALL

WOOD WALL

GUARDRAIL

GUARDRAIL

RIP-RAP SWALE STABILIZATION

RIP-RAP SWALE STABILIZATION

SZ-W

SZ-W

SZ-WSZ-W

OH

W

DelDOT BR. #1-319

CR

EE

K

DR

AG

ON


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SCALE

FEET

0 20 40 60

N

CONSTRUCTION PLAN

11:1

9:4

5

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 25,

Mc

Coy

Road)\

CA

DD

FIL

ES\

Base\

005

_cp_

mccoy.d

gn

3/19/2

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5T201701105

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JMH

1-319P

20

70'

30'

W/R GNITSIXE

W/R GNITSIXE

70'

30'

128990092905002#FM REP REFFUB EPACSDNAL HTDIW ELBAIRAV

W/R GNITSIXE

100

EPACSDNAL & TNEMESAE NAIRTSEDEP EDIW '52128990092905002#FM REP REFFUB

200

101

15'

15'

(PRIVATE NATURAL RESOURCE OPENSPACE NE-SE-G)

MF# 20050929-0099821

INSTR. NO. 20120815-0045765

RED LION CHASE MAINTENANCE CORPORATION

LANDS N/F

TP# 12-020.00-002

PE

R

MF#200509290099821

SE

WE

R

EA

SE

ME

NT

TO

NC

C

60'

WID

E

SE

WE

R

EA

SE

ME

NT

PE

R

MF#20031015013297

5

LA

ND

SC

AP

E

BU

FF

ER

PE

R

MF#200509290099821

VA

RIA

BL

E

WID

TH

PE

DE

ST

RIA

N

EA

SE

ME

NT

&

25'

25'

(PRIVATE NATURAL RESOURCE OPENSPACE NW-D)

MF# 20050908-0091131

INSTR. NO. 20120815-0045765


LANDS N/F

TP# 12-019.00-288

(PRIVATE NATURAL RESOURCE OPENSPACE SW-E)

MF# 20050929-0099821

INSTR. NO. 20120815-0045765


LANDS N/F

TP# 12-026.00-179

25' R/W

25'

4'

4'

EPACSDNAL & TNEMESAE NAIRTSEDEP EDIW '52

128990092905002#FM REP REFFUB

W/R GNITSIXE

101+00

102+00103+00

104+00

105+00

106+00

100+25


106

+4

7.9

3

LOCLOC

LOCLOC

LOCLOC

LO

C

LOC

LOCLOC

LOC

LOCLOC

LOC

LOC

LO

C

PROPOSED COMCAST-C

TH#1A TH#1B

TH#4A/6A

299+50

300+00

300+50

301+00

UNOFFICIAL WEBSITE

COPY

GROUND

EXISTING

GRADEPROPOSED

10

ELE

VA

TIO

N (F

T)

20

299+50 300+00 300+50 301+00300+25299+75299+25299+00 300+75 301+25

-4.93%

-4.95%

-0.66%

0.86% 1.13%

301+50

Ele

v. 14.81±

PVI 301+

35.91Ele

v. 16.50

PVI 299+68.83

Ele

v. 16.50

PVI 299+71.

08

Ele

v. 16.71

PVI 300

+70.46

Ele

v. 16.26

PVI 300

+81.

84

Ele

v. 15.00

PVI 301+

07.30Ele

v. 16.71

PVI 299+89.70

Ele

v. 16.25

PVI 300

+79.59

Ele

v. 17.00

±

PVI 299+10.69

0.00%

0

2

4

6

T

E

E

F

E

L

A

C

S

L

A

C

I

T

R

E

V

SCALE

FEET

0 10 20 30

10

ELE

VA

TIO

N (F

T)

20

PROFILE

NOTE: BRIDGE AND BOARDWALK RAILINGS NOT SHOWN FOR CLARITY.

GROUND

EXISTING

UTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

NO. STATION OFFSET

0 0

301+75 302+00

TH

1A

TH

1B

TH

2A

COM-C

COM-C

COM-C

1A

1B

2A

15.62'

14.13'

16.16'

4.17'

5.40'

4.09'

(2)4" PLASTIC

(2)4" PLASTIC

(2)4" PLASTIC

299+03.74 5.3192'

7.5823'

-10.5358'

STATIONS BEYOND PROPOSED BASELINE EXTRAPOLATED.

NOTE: NEGATIVE OFFSET DENOTES LEFT OF BASELINE.

302+15

(2) 4" BLACK PLASTIC CONDUITS (COM-C)

TRUSS BRIDGE PROPOSED PREFABRICATED

APPROACH (TYP.)PROPOSED BOARDWALK

PILE (TYP.)PROPOSED TIMBER

WATER ELEVATION

EXISTING NORMAL

STATION 299+10.69 TO 301+35.91

MCCOY ROAD SIDEWALK, BOARDWALK, AND BRIDGE 1-319P PROFILE

6

(2) 4" BLACK PLASTIC CONDUITS (COM-C)

ON SHEET 9.SEE PILE NOTES PILE ANCHOR (TYP.)PROPOSED HELICAL

EL. 16.87

EL.

16.1

0

EL.

17.6

7

EL. 16.65

EL.

15.4

2

EL. 16.53

EL.

14.5

6

EL. 16.71

EL.

13.3

4

EL. 16.71

EL.

11.5

5

EL. 16.71

EL.

12.8

7

EL. 16.49

EL.

13.7

8

EL. 15.36

EL.

14.2

0

EL. 15.10

EL.

14.4

6

EL. 14.76

EL.

14.7

2

EL.

15.2

8

EL.

15.8

7

EL.

16.2

3

10 15.77'

11 13.98'

12 27.63'

13 16.19'

14 29.28'

15 29.36'

16 29.32'

DP-E, DP-G

DP-E, DP-G

DP-E, DP-G

6" DUCT, 8" PHP

6" DUCT, 8" PHP

6" DUCT, 8" PHP

(2)4" PLASTIC

(2)4" PLASTIC

17

299+44.41

302+07.68

1.2051'

302+08.99

302+18.81 8.1473'

302+03.81 -11.3122'

297+29.85 5.2450'

296+24.84 32.2591'

296+30.36 23.5948'

296+64.95 14.3658'

296+94.45 16.2904' N/A 2.65'

4.84',4.31'

2.43',1.90'

6.44',6.65'

(2)4" PLASTIC

(2)4" PLASTIC

(2)4" PLASTIC

4.85'

5.42'

2.73'

4.00'

TH

10

COM-C

COM-C

COM-C

VER-C

VER-C

(DP-G) PHP PIPE8" YELLOW

TH

11

(DP-E)PLASTIC DUCT

6" BLACK

(COM-C)

PLASTIC CONDUITS

(2) 4" BLACK

(DP-G) PHP PIPE8" YELLOW

(DP-E)PLASTIC DUCT

6" BLACK

TH

13


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

11:2

2:0

6

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 25,

Mc

Coy

Road)\

CA

DD

FIL

ES\

Base\

006_

pf_

mccoy.d

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3/19/2

018

5T201701105

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JMH

1-319P

20

UNOFFICIAL WEBSITE

COPY

TP2

NCC-S

NCC-S

NCC-S

SZ-W

SZ-W

OH

W

DelDOT BR. #1-319

300+00

301+00

FROM 2% TO 0%

OF CROSS SLOPE

START TRANSITION

FROM 0% TO 2%

OF CROSS SLOPE

START TRANSITION

CROSS SLOPE

END TRANSITION OF

2%

SCALE

FEET

0 10 20 307

0.5

%

N

PO

E 301+

35.91

PI 301+

19.84

PI 300

+99.22

300+50

BASELINE

PROPOSED CONSTRUCTION

PI 299+60.67

PI 299+24.42

PO

B 299+10.69

OF CROSS SLOPE

END TRANSITION

PI 300

+00.00

PI 300

+60.17

299+50

5'

5'

5'

11004

20001

11005

1100611007

11003

20000

1100211001

11000

5'

5'

5'

5'

2%

2%

5'

5'

0% CROSS SLOPE ON BOARDWALK

EXISTING RIGHT-OF-WAY BASELINE103+00

102+00

104+00

PT 102

+7

9.5

1

ELEVATION

301+35.91 0+00

0+00

0+00

0+00

0+00

0+00

0+00

0+00

0+00

0+00299+10.69

299+24.42

299+60.67

300+00.00

300+60.17

301+19.84

300+99.22

570124.3913 584469.4669

570135.7900 584477.1193

570163.1336 584500.9192

570286.8716 584622.6907

570186.7039 584532.4014

570278.1869

570263.2624 584594.9413

570230.5791 584573.5717

17.00

16.88

16.57

16.50

16.71

16.71

16.25

15.40

14.92

14.81

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

584609.1682

11000

11001

11002

11003

11004

11005

11006

11007

20000

20001

299+71.08 584509.2499570169.3706

300+79.59 584584.2010570246.8359


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


GEOMETRICSGRADES AND

11:2

3:1

7

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 25,

Mc

Coy

Road)\

CA

DD

FIL

ES\

Base\

007

_gg_

mccoy. d

gn

3/19/2

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NEW CASTLE


JMH

7

1-319P

20

UNOFFICIAL WEBSITE

COPY

WALL (TYP.)

EXISTING TIMBER WING

ROADWAY SHOULDER

EDGE OF EXISTING

FL

OW

EXISTING ROADWAY BRIDGE

CL

EA

RA

NC

EMI

NI

MU

M

60’-0" PREFABRICATED TRUSS BRIDGE

2’-0"

300+00

STA. 299+71.08

BEGIN BOARDWALK

STA. 299+99.92

END BOARDWALK

STA. 300+00.08

BEGIN BRIDGESTA. 300+60.25

BEGIN BOARDWALK

STA. 300+79.59

END BOARDWALK

2

1

2

1

AND SECTION

BRIDGE PLAN, ELEVATION

�" = 1’-0"

PLAN

�" = 1’-0"

ELEVATION

�" = 1’-0"

BRIDGE SECTION

(TYP.)

GROUND

PROPOSED

(TYP.)

GROUND

EXISTING

ANCHOR (TYP.)

PROPOSED HELICAL PILE

ABUTMENT (TYP.)

PROPOSED CONCRETE

SIDEWALK (TYP.)

PROPOSED P.C.C.

SIDEWALK (TYP.)

PROPOSED P.C.C.

5’-0" CLEAR WIDTH

2’-6" 2’-6"

NO. STATION

WORKING POINT SCHEDULE

WP-1

OFFSET NORTHING EASTING

60’-0" PREFABRICATED TRUSS BRIDGE

WP-1

WP-2

WP-3 WP-8

WP-2

WP-4 WP-6

WP-5STA. 300+60.08

END BRIDGE

WP-12

WP-7

WP-9

WP-11

WP-10

WP-4

WP-6

0.00

0.00WP-8

WP-3

WP-5

WP-7

WP-9

WP-10

WP-11

WP-12

300+59.83

300+00.33

-3.5’

3.5’

0.0’

0.0’

300+59.83

300+59.83

-3.5’

3.5’

299+70.33

300+80.34

299+70.33

299+70.33

300+80.34

300+80.34

3.0’

-3.0’

3.0’

-3.0’

570186.947 584532.630

570230.336 584573.344

570189.342 584530.077

BRIDGE

BEYOND PROPOSED PEDESTRIAN

EXISTING ROADWAY BRIDGE

(TYP.)

ROADWAY BRIDGE

WING WALL FOR

EXISTING TIMBER

570184.552 584535.182

570232.731 584570.791

NOTE: NEGATIVE OFFSET DENOTES LEFT OF BASELINE

570227.941 584575.896

570168.921 584508.650

570247.462 584584.610

570171.323 584506.852

570166.520 584510.448

570249.104

570245.820 584587.121

584582.099

8

C ABUTMENT BL

L L LC ABUTMENT A

BRIDGE (TYP.)

C BEARINGL

C CONSTRUCTION BASELINEL

0.5%

MCCOY ROAD SIDEWALK

CONSTRUCTION BL

C BEARING TO C BEARING = 59’-6"L L

SCALE AS NOTED

N 43°10’ 41.7456" E

300+00.33

300+00.33

10’-3�"

9’-6"

9’-1�"

10’-3�"

9’-1�"

80° 9

0°

3’-2"–

5’-0"

80°90°

300+50

5’-0"

TRUSS BRIDGE

PROPOSED 60’ PREFABRICATED STEEL

DECK THICKNESS

CONCRETE DECK WITH 4" MIN.

CAP (TYP.)

REINFORCED CONCRETE PILE

PROPOSED TIMBER PILE AND

PIER 1

BRIDGE AND

C BEARING

PIER 2

BRIDGE AND

C BEARING

NBRIDGE

OVER ROADWAY

GUARDRAIL

EXISTING W-BEAM

SEE DETAILS ON SHEETS 11 AND 12

PROPOSED BOARDWALK APPROACH.

SEE DETAILS ON SHEET 11 AND 12

PROPOSED BOARDWALK APPROACH.


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

4:0

4:0

9

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 2

5,

Mc

Coy

Road)\

CA

DD

FIL

ES\

Base\

008

_pe_

mccoy.d

gn

2/13/2018

6

20

T201701105

NEW CASTLE


CAP

BMC

1-319P

UNOFFICIAL WEBSITE

COPY

ELEVATION1"= 1’-0"

SCALE AS NOTED

A

SECTION A-A1"= 1’-0"

PLAN1"= 1’-0"

A

UP ST

ATI

ON

PIE

R 1

2x10 TIMBER HEADER

1’-3" 11�"1’-3"10�"

BOLT (TYP.)

BRIDGE ANCHOR

PIER DETAILS

BRIDGE APPROACH

TIMBER BOARDWALK

SEE DETAIL THIS SHEET

PIER CAP CONNECTION.

BY OTHERS

STEEL TRUSS BRIDGE

60’ LONG PREFABRICATED

9

WP-2 PIER 2

WP-1 PIER 1

WP-6 PIER 2

WP-4 PIER 1

WP-5 PIER 2

WP-3 PIER 1

1’-0"

1’-0"

L

C BEARING BRIDGE

C BEARING BOARDWALKL

STRINGER (TYP.)

C BOARDWALK L

L

L

PILE CAP NOTES

2’-0"

+

1’-10�

"

(S

EE

NO

TE 3)

DECK EL. 16.71

EL. 13.87

ESTIMATED BOTTOM OF PILE EL. -36.11

DETAIL THIS SHEET

COMPRESSION SEAL. SEE

SEE PILE NOTES.

AND PIER CAP.

TIMBER PILE

C 12" DIA.

PILE NOTES

2.

1.

2.

1.

2�"+ (SEE PILE CAP NOTE 2)

NO

TE 2)

(S

EE

PI

LE

CA

P

MINIMUM PILE TIP DIAMETER SHALL BE 6".

SAFETY OF 2.5.

BEARING CAPACITY OF 16 KIPS WITH A FACTOR OF

BEARING CAPACITY OF 40 KIPS, AND AN ALLOWABLE

TIMBER PILES SHALL BE INSTALLED TO AN ULTIMATE

SEE PILE CAP NOTE 1

REINFORCED CONCRETE PILE CAP

REINFORCEMENT SECTION1"= 1’-0"

PIER CAP CONNECTION DETAIL1�"= 1’-0"

BOLTS WITH NUTS AND WASHERS

�" DIA. STAINLESS STEEL

2x10 STRINGER

2x10 TIMBER HEADER

STEEL CONNECTION PLATE

�"x4" WIDE BENT STAINLESS

2x6 TIMBER DECKING

~

~

PIER JOINT DETAIL3"= 1’-0"

HEADER BOARD

2x10 TIMBER

1" THICK ELASTOMERIC PAD

2"

COMPRESSION SEAL

�

"

REINFORCED CONCRETE PILE CAP

REINFORCEMENT PLAN1"= 1’-0"

FULL LENGTH OF PILE CAP

3 - #6 BARS ABOVE PILE

3 EQUAL SPACES

(TYP.)

(TYP.)

2" CL.

PILES.

AS SHOWN BETWEEN

#6 BAR PLACED

SEE DETAIL THIS SHEET.

FOR PILE CAP REINFORCEMENT,

NOTE:

BOLT (TYP.)

BRIDGE ANCHOR

APPROACH.

OF PREFABRICATED STEEL TRUSS BRIDGE AND BOARDWALK

CONTRACTOR SHALL VERIFY DIFFERENCE IN HEIGHT

PILE CAP VERTICAL DIMENSION SHOWN FOR REFERENCE ONLY.

WITH A DESIGN COMPRESSIVE STRENGTH OF 4.5 KSI.

CONCRETE FOR PILE CAP SHALL BE DELDOT CLASS A

2x6 TIMBER DECKING

BEARING PAD

ELASTOMERIC

6"x6"x1" THICK

(TYP.)

BEARING PAD

ELASTOMERIC

2’-4"

10"

1’-6"

1’-2"

3�

"

8�

"

7’-0"

7’-0"

1’-4�" 1’-4�"

2’-0�

"

1’-6" 4’-0" 1’-6"

L

2’-4"

1’-2" 1’-2"

8�"

5�" 4�"

6"

2’-4"

7’-0"

(TYP.)

80°

STEEL TRUSS BRIDGE

60’ LONG PREFABRICATED

C BEARING BOARDWALK

C BEARING BRIDGE AND TIMBER PILES

ELASTOMERIC BEARING PAD

�" DIA. LAG BOLT

PR605E OR PR610E

AS SHOWN

PR604E OR PR609E

BETWEEN PILES

IN BOTTOM MAT

PR602E OR PR607E

2" CL.

(TYP.)

PLACED AS SHOWN

PR604E PR PR609E

THIS SHEET FOR SPACING.

REINFORCEMENT PLAN ON

PILE OPENING.SEE

PR605E OR PR610E AROUND

PR604E OR PR609E. USE

SHEET 8.

FOR WORKING POINT LOCATIONS, SEE

BY OPPOSITE HAND.

PIER 1 SHOWN. PIER 2 DRAWN

NOTES:


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

4:0

4:4

7

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 2

5,

Mc

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Road)\

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T201701105

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SCALE

CAP

BMC

1-319P

UNOFFICIAL WEBSITE

COPY

ABUTMENT DETAILS

SECTION B-B1" = 1’-0"

B

B

ON SLAB DEPTH GREATER THAN 10"

PROPOSED GROUND LINE

TYP. EXTERIOR

TYP. INTERIOR

UP

ST

ATI

ON

AB

UT

ME

NT

B

UP

ST

ATI

ON

AB

UT

ME

NT

A

ABUTMENT DETAILSSCALE AS NOTED

ABUTMENT DETAIL1" = 1’-0"

2x10 TIMBER STRINGERS

BOLTED TO BACKWALL

2x10 TIMBER HEADER

HANGER NOT SHOWN FOR CLARITY.

2x10 TIMBER HEADER. JOIST

PLAN1" = 1’-0"

2

1

2x10 TIMBER STRINGERS

WITH 3" RADIUS (TYP.)

�" BENT ANCHOR BOLT

2x6 TIMBER DECKING

2x10 TIMBER HEADER

ABUTMENT

PROPOSED CONCRETE

SHEETS 11 AND 12 OF 19

SEE BOARDWALK DETAILS ON

PROPOSED BOARDWALK APPROACH,

(T

YP.)

WP-8 ABUTMENT B

WP-7 ABUTMENT A

WP-11 ABUTMENT B

WP-10 ABUTMENT A

WP-12 ABUTMENT B

WP-9 ABUTMENT A

SAFETY OF 2.5.

BEARING CAPACITY OF 2 KIPS WITH A FACTOR OF

BEARING CAPACITY OF 5 KIPS, AND AN ALLOWABLE

HELICAL PILES SHALL BE INSTALLED TO AN ULTIMATE

NOTE:

3" RADIUS

BENT ANCHOR BOLT WITH

�" ASTM F1554 GRADE 36

1‘-0"

10

STRINGERS

TIMBER 2x10

BOARD IN PLACE

JOIST TO SECURE

END. NAIL INTO

UNDER BEAM

BOARD PLACED

SACRIFICIAL

2x8 x 6’-0"

ESTIMATED BOTTOM OF PILE EL. -12.85

ABUTMENT A EL. 16.50

ABUTMENT B EL. 16.15

ABUTMENT A EL. 12.50

ABUTMENT B EL. 12.15

5�"

6’-0"

1’-2�" 1’-4" 1’-4" 1’-2�" 5�"

2’-3"

9"

1’-6"

1’-6"

3’-0"

7�" 7�"

8" 8"

1’-0"2’-0"2’-0"1’-0"

4’-0"

1’-0"

4’-0"

2’-11�

"1’-0�

"

3’-0"

2’-3"9"

1’-0"

1’-6" 1’-6"

HELICAL PILE ANCHORS

C ABUTMENT AND L

ANCHOR (TYP.)

HELICAL PILE

SEE NOTE.

HELICAL PILE ANCHOR (TYP.)

APPROVED EQUAL.

C150-0548 OR

A.B. CHANCE

HELICAL PILE CAP.

HELICAL PILE CAP.

WITH JOIST HANGER (TYP.)

CONNECT STRINGERS TO HEADER

ABOVE PILES

CONTINUOUS

AB611E PR AB612E

AB501E OR AB504E @ 12" (TYP.)

AB502E OR AB505E @ 12" (TYP.)

AB503E OR AB506E @ 12" (TYP.)

FOR WORKING POINT LOCATIONS, SEE SHEET 8.

NOTE:


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

10:0

0:5

6

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 2

5,

Mc

Coy

Road)\

CA

DD

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Base\

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0

CAP

BMC

1-319P

UNOFFICIAL WEBSITE

COPY

TYPICAL BOARDWALK SECTION1" = 1’-0"

TO ACCEPT �" DIA. BOLTS

(2) �" DIA. HOLES

HARDWARE.

1 EA. YOKE ASSEMBLY &

3 EA. �" HH NUTS

THREAD BOLT.

1 EA. �"x12" ALL

BRACKET ASSEMBLY INCLUDES:

LATERAL SUPPORT OPTION.

BEAM SUPPORT BRACKET WITH

TIMBER BEAM

3x12 x 6’-0" LONG

SCALE AS NOTED

5’-0" CLEAR WIDTH

1’-2�" 1’-4" 1’-4" 1’-2�"

1’-0"1’-0"

2’-0"2’-0"

4’-0" C/C SPACING

7"

7"

4’-6�

"

3’-6"

RAI

L

HEI

GH

T

2’-11"

2’-0"

2�

"4"

1"

15°

TYPICAL SIDEWALK SECTIONN.T.S.

2:1 MAX.

BOARDWALK RAILING DETAIL1�" = 1’-0"

STAINLESS STEEL SCREWS

ATTACH WITH #10x3�"

2x6 TIMBER DECK.

STEEL PLATE

FROM �" THICK

BEAM SADDLE FORMED

BOLT HOLES

WITH MATCHING

SEPARATE PLATE

BASE OF SADDLE

PIPE WELDED TO

PILE SHAFT

ACCEPT STEEL HELICAL

STEEL PIPE TO

EXISTING R/W BASELINE EXISTING R/W

4" GABC, TYPE B

4" PCC SIDEWALK

BORROW, TYPE F

VARIES

CONSTRUCTION BASELINE

VARIES

LOC

2.5’

5’

2% MAX.

LOC

OF PILE AT EACH PIER)

(ALTERNATE DIRECTION

LATERAL SUPPORT

11

L

CONSTRUCTION BASELINE

C BOARDWALK AND

BOARDWALK DETAILS - I

6" TOPSOIL & SEED

6" TOPSOIL & SEED

O.G.

EXISTING HOT MIX ROADWAY

VARIES

EXISTING

MATCH

WITH MANUFACTURE’S REQUIREMENTS.

WOOD SCREWS, IN ACCORDANCE

BLOCKING WITH STAINLESS STEEL

ATTACH TENSION TIE TO TIMBER

MINIMUM ALLOWABLE TENSION.)

TENSION TIE (TYP.). (1800 POUNDS

MANUFACTURED GALVANIZED STEEL

L

4�

"

BOARDWALK RAILING DETAIL THIS SHEET.

C RAILING POST BOLTS (TYP.). SEE

BEAM SUPPORT BRACKET DETAIL1�" = 1’-0"


BEAM SUPPORT BRACKET (TYP.).

2�

"2�

"

SEE DETAIL ON SHEET 12

AT RAILING POSTS.

SOLID 2x10 BRIDGING

2x10 STRINGER

WASHERS

STEEL BOLTS WITH NUTS AND

�" DIA. A30 GALVANIZED

CUT AROUND POSTS

2x6 TIMBER DECKING

STRINGER

ATTACH TO OUTSIDE

4x4 TIMBER POSTS,

STAINLESS STEEL SCREWS

ATTACH TO POST WITH (3) #10x3�"

2x6 TIMBER RAILING (TYP.),

TO MATCH CAP

BEVEL EDGE OF TOP RAIL

OF PILE EL. -12.85

ESTIMATED BOTTOM


2x6 TIMBER RAILING (TYP.).

EXISTING GRADE

NO. C110-0736, GALVANIZED.

A.B. CHANCE, ASSEMBLY

OPTION SHOWN IS

NOTE:

SHOWN FOR CLARITY.

JOIST HANGER NOT

NOTE:

1’-0�

"

DOUBLE HELICAL PILE ANCHOR (TYP.)

JOIST HANGER

ATTACH TO BEAM WITH

2x10 STRINGER (TYP.).

15° MAX.

WITHIN THE FOOTPRINT OF THE STRUCTURE BEING SUPPORTED.

HELICAL PILES. ALL PRODUCTION HELICAL PILES SHALL BE INSTALLED

AS DIRECTED BY THE ENGINEER BEFORE INSTALLING ANY PRODUCTION

TO MEET OR EXCEED PERFORMANCE REQUIREMENTS PER SPECIFICATION AND

FACTOR OF SAFETY OF 2.5. THE CONTRACTOR SHALL PERFORM A TEST PILE

OF 5 KIPS, AND AN ALLOWABLE BEARING CAPACITY OF 2 KIPS WITH A

HELICAL PILES SHALL BE INSTALLED TO AN ULTIMATE BEARING CAPACITY

NOTE:


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

8:4

6:5

9

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 25,

Mc

Coy

Road)\

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2/2

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T201701105

NEW CASTLE


SCALE

CAP

BMC

1-319P

UNOFFICIAL WEBSITE

COPY

SOUTH BOARDWALK DETAIL�" = 1’-0"

NORTH BOARDWALK DETAIL�" = 1’-0"

N

TRUSS BRIDGE

PREFABRICATED STEEL

N

STA.300+80.34

W.P.8

P.C.C. SIDEWALK

5’-0" WIDE

AT ABUTMENT

BOND BREAKER

�" SIDEWALK

SPAN LENGTH

POST SPACING

SPAN LENGTH

POST SPACING

SCALE AS NOTED

(TYP.)

RAILING POST

4x4 TIMBER

JOISTS

PERPENDICULAR TO

DECKING PLACED

2x6 TIMBER

JOISTS

PERPENDICULAR TO

DECKING PLACED

2x6 TIMBER

TIMBER BEAM (TYP.)

3x12 x 6’-0" LONG

(TYP.)

RAILING POST

4x4 TIMBER

80°

90°

TRUSS BRIDGE

PREFABRICATED STEEL

STA. 299+70.33

W.P.7

P.C.C. SIDEWALK

5’-0" WIDE

AT ABUTMENT

BOND BREAKER

�" SIDEWALK

12

BOARDWALK DETAILS - II

L

L

80°

POST (TYP.)

C RAILING L

L

L

STA.300+0.33

WP-1

STA.300+59.83

WP-2

SHEET 9.

SEE PIER DETAILS ON

END OF STRINGERS.

HEADER NAILED TO

2x10 TIMBER

TIMBER BEAM (TYP.)

C 3x12 x 6’-0" LONGL

ABUTMENT DETAIL ON SHEET 9.

2"x10" TIMBER HEADER. SEE

POST (TYP.)

C RAILING L

9’-1�" 9’-6" 10’-3�"

9�" 5’-0" 2 POST SPACES @ 6’-0" = 12’-0"

10"

6’-0" 4’-2"

10’-3�"

4’-6" 4’-0" 10"

9’-1�"

4’-2"

90°

5’-0"4’-0"4’-10"

HANGER.

ATTACH TO BEAMS JOIST

2x10 STRINGER (TYP.).

C ABUTMENT BL

C ABUTMENT AL

ANCHOR DETAILS (TYP.)

ON SHEET 11 FOR POST

SEE BOARDWALK RAILING DETAIL

NAIL STRAIGHT THROUGH STRINGERS.

ALTERNATE SIDE OF RAILING AND

2x10 BRIDGING AT RAILING POST.

ANCHOR DETAILS (TYP.)

SHEET 11 FOR POST

RAILING DETAIL ON

STRINGERS.SEE BOARDWALK

AND NAIL STRAIGHT THROUGH

ALTERNATE SIDE OF RAILING

2x10 BRIDGING AT RAILING POST.

CONCRETE PIER CAP 1

C REINFORCED

AT PIER CAP 1

C BEARING BOARDWALK

PIER CAP 2

C REINFORCED CONCRETE

AT PIER CAP 2

C BEARING BOARDWALK


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONSTRUCTION PLAN

10:4

5:0

6

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.2

5 (Task 2

5,

Mc

Coy

Road)\

CA

DD

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Base\

012

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20

T201701105

NEW CASTLE


SCALE

FEET

0 05 1 15

CAP

BMC

1-319P

UNOFFICIAL WEBSITE

COPY

1-6�"

1-0"

2-0" 3-0"

2-3"

2-4�"

1-9�"

1-2�"

1-1�"

11�"1-3"

1-5"

1-7"

1-10"

1-7"

3-5"

2-7"

2-0"

1-4"

1-0"

1-2"

1-0"

1-2"

1-4"

0.668

2

HOOKS180

HOOKS90

HOOK90

HOOK135

A OR G A OR GA OR GA OR GA OR G D

STANDARD BAR BENDS

REINFORCEMENT BAR LIST

o ooo

F / R F / R F / R

o180 AND 90 END HOOKS

o

1

2 ALL MARK ’LOCATION PREFIXES’ SHALL CONSIST OF TWO LETTERS AND ARE AS FOLLOWS:

ANY MARK NUMBER WITH SUFFIX ’E’ DENOTES EPOXY COATED REINFORCING STEEL.

DJ

DETAILING

DIMENSION

4d OR

2�" MIN.

HOOK

A OR G

d

180°

D

DETAILING

DIMENSION

A

OR

G

d

12d

90°

STIRRUP AND TIE HOOKS

D

DET

AILIN

G

DIM

EN

SIO

N

A OR G

d

12d FOR #6,7,8

6d FOR #3,4,5

D

BEAM CL

90°

D

DET

AILIN

G

DIM

EN

SIO

N

d

BEAM CL

135°

D

HO

OK

A

OR

G

D

D D

DK

C

H

B

JD

BAR BENDING DETAILS

ENLARGED VIEW SHOWING

3

4

5

6

7

8

9

10

11

14

18

0.500

0.625

0.750

0.875

1.000

1.128

1.270

1.410

1.693

2.257

0.375 0.110

0.200

0.310

0.440

0.600

0.790

1.000

1.270

1.560

2.250

4.000

0.376

1.043

1.502

2.044

2.670

3.400

4.303

5.313

7.650

13.600

2�"

3"

3�"

4�"

5�"

6"

9�"

10�"

5"

6"

7"

8"

10"

11"

5"

6"

7"

8"

3"

4"

6"

8"

10"

1�"

2"

2�"

4�"

5�"

6"

4"

6"

8"

9"

3�"

4�"

4"

4�"

5�"

10�"

2�"

3"

4�"

5�"

6"

APPLICABLE TO ALL GRADESRECOMMENDED END HOOKS,

REINFORCING BARSASTM STANDARD ENGLISH

APPLICABLE TO ALL GRADESSTIRRUP AND TIE HOOKS,

BA

R SIZ

E

NOMINAL DIMENSIONS

JD

(LBS. / F

T.)

WEIG

HT

(IN

CH

ES)

DIA

METE

R

(IN

CH

ES )

AR

EA

THROUGH #8.

11. TYPE S1-S6, S11, T1-T3 AND T6-T9 APPLICABLE TO BAR SIZES #3

ABOVE, ’CRSI’ OR ’ACI’ TABLES WHERE APPLICABLE AND REQUIRED.

10. FOR RECOMMENDED DIAMETER "D", OF BENDS, HOOKS, ETC., REFER TO TABLE

HAVE LIMITS INDICATED.

TOLERANCES, BENDING DIMENSIONS REQUIRING CLOSER FABRICATION SHOULD

9. WHERE BARS ARE TO BE BENT MORE ACCURATELY THAN STANDARD BENDING

8. WHERE SLOPE DIFFERS FROM 45° OFFSET, "H" AND "K" MUST BE SHOWN.

HOOKS ON A BAR (EXCEPT FOR BEND TYPES 11 AND 13).

7. UNLESS OTHERWISE NOTED, DIAMETER "D" IS THE SAME FOR ALL BENDS AND

CONCRETE.

6. "H" DIMENSIONS OF STIRRUPS TO BE SHOWN AS NEEDED TO FIT WITHIN THE

ON TYPES 3, 5 AND 22. WHERE "J" CAN EXCEED "H", IT SHALL BE SHOWN.

5. WHERE "J" IS NOT SHOWN, "J" WILL BE KEPT EQUAL TO OR LESS THAN "H"

RESTRICT HOOK SIZE, OTHERWISE STANDARD ’ACI’ HOOKS ARE TO BE USED.

4. "J" DIMENSIONS ON 180° HOOKS TO BE SHOWN ONLY WHERE NECESSARY TO

HOOKS.

3. ALL DIMENSIONS OUT-TO-OUT, EXCEPT "A" AND "G" ON STD. 180° AND 135°

2. STANDARD BAR BENDS INCLUDE ONLY THOSE TYPES BELOW, INDICATED AS SUCH.

1. FIGURES SHOWN IN CIRCLES REPRESENT BAR BEND TYPES.

NOTES:

QTY. SIZE LENGTH MARK TYPE A B C D E G H J K O

SPECIFICATIONS BENDING DIMENSIONS (FEET-INCHES / QUARTER INCH)





A

J B

G

1

MS = MOMENT SLAB, PA = PARAPET, PR = PIER, RF = RIGID FRAME, SC = SHEETPILE CAP, SS = SLEEPER SLAB, TW = TOEWALL, WL = WALL (UNIQUE LOCATION), WW = WINGWALL

AB = ABUTMENT, AS = APPROACH SLAB, BC = BOX CULVERT, BW = BACKWALL, CL = COLUMN, DK = DECK, DL = DOWEL, FT = FOOTING, HW = HEADWALL, MB = MISC. BARS,

A B G

2 3

O

CD

EH

F

GK

J

A

B

O

CD

EH

F

G

K

A

B

4O

CDH

G

K

J

A

B

5O

CD G

K

A

B

6

O

C

D

EH

GJ

A

KK

7

A B

G

8

B

O

R H

9

O

R

B10

C D

H

O

JA

R

B

C D

1 1

J HD

K

O

C

B A

12K

H

O

JR

B

C D

13

G

O

CD

E

H

F

K

B

14

HD

K

O

C

B

A

16

BC

D

17

A

J B

C

18

B C

D

20

J HD

K

O

C

B A

21

O

CD

E

FB

H KJ

A

22

G

O

CD

EF

GA

B

H K

23

A

J B

G

24

K

J

O

DCB

29

F

H

J

B

C

K

G

30

H

K

O

DC

B

31

KR

O

H

J

A

B

C

32

B

C

D

G

S4

B

C

D

A G

S5

B

C

D

A G

S6 S12

B = TOTAL LENGTH

B

O

H

GA

K

B

C

D

G

E

T1

B

C

D

G

E

T2

O

C = CIRCUM.

T3 G

B

C

D

A

G

E

T6

B

C

D

A

G

EK

H

T7

BC

D

A

G

E

K

H

F

T11

BA G

T12

O

CDH

GK

A

B

27 28

O

C DH

GK

J

A

B

B

C

D

AG

K

H

T13

B

C

D

A

G

EK

H

T14

H

D

O

J

C

B

A

T15

FE

KB

C

D

A

G

E

K

HO

F

T16 XSPIRAL NOTES:

J = TURNS AT ’F’ SPACING

K = EXTRA TURNS (HALF

TOP & BOTTOM)

F

H

O

SUPPLEMENTAL BAR BENDS

T201701105

NEW CASTLE

13

20


1-319P

8 6 6-8 0 PR601E STR 6-8 0

2 6 2-8 0 PR602E STR 2-8 0

3 6 6-0 0 PR603E STR 6-0 0

8 6 8-4 0 PR604E T1 0-8 0 2-0 0 1-60 2-0 0 1-60 0-8 0

2 6 5-0 0 PR605E 17 1-60 2-0 0 1-60

8 6 6-8 0 PR606E STR 6-8 0

2 6 2-8 0 PR607E STR 2-8 0

3 6 6-0 0 PR608E STR 6-0 0

8 6 8-4 0 PR609E T1 0-8 0 2-0 0 1-60 2-0 0 1-60 0-8 0

2 6 5-0 0 PR610E 17 1-60 2-0 0 1-60

17 5 5-8 0 AB501E STR 5-8 0

3 6 5-60 AB611E STR 5-60

7 5 8-110 AB502E 17 3-60 1-110 3-60

7 5 11-62 AB503E T1 0-5 2 2-8 0 2-7 3 2-8 0 2-7 3 0-5 2

17 5 5-8 0 AB504E STR 5-8 0

3 6 5-60 AB612E STR 5-60

7 5 8-110 AB505E 17 3-60 1-110 3-60

7 5 11-62 AB506E T1 0-5 2 2-8 0 2-7 3 2-8 0 2-7 3 0-5 2

BMC

CAP

PIER 1

PIER 2

ABUTMENT A

ABUTMENT B

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


G:\

PR

OJE

CTS\15

5002.0

0 (D

EL

DO

T

AG

MT. 17

30 T

AP)\

155002.2

5 (T

AS

K 25,

MC

CO

Y

RO

AD)\

CA

DD

FIL

ES\B

AS

E\013

_D

T_

MC

CO

Y.D

GN

UNOFFICIAL WEBSITE

COPY

(FT.)

DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION

DEPTH

SAMPLE Blows/6"

1

2.0’

2

BORING: B-1

NOT TO SCALE SOIL BORING LOGS - I14

DATE DRILLED: 6/20/2017NORTHING: 570192.829 EASTING: 584522.709

5

10

4

3 6" RECOVERY

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

A-2-4(0)

20" RECOVERY

2

1

1

24.0’

A-2-4(0)

20" RECOVERY

2

2

1

16.0’

3

A-4(0)

TOPSOIL 2"

20" RECOVERY

2

3

1

18.0’

4 A-4(0)

18" RECOVERY

2

3

1

1

5

20" RECOVERY

2

3

3

6

20" RECOVERY

2

3

3

3

7

24" RECOVERY

3

4

4

5

8

20" RECOVERY

2

3

4

4

9

A-2-4(0)

1 A-2-4(0)

A-2-4(0)

COARSE SAND AND FINE GRAVEL.

WET SOFT DARK GRAY FINE SANDY SILT W/ SOME CLAY, TRACE OF

SOME COURSE SAND.

WET MEDIUM DENSE BROWN SILTY FINE SAND AND FINE GRAVEL W/

WET VERY LOOSE DARK GRAY SILTY FINE TO COARSE SAND.

WET SOFT DARK GRAY FINE SANDY SILT W/ TRACE COARSE SAND.

SAND.

WET VERY LOOSE DARK GRAY SILTY FINE SAND W/ TRACE COARSE

SAND.

WET LOOSE DARK GRAY FINE SAND W/ SOME SILT, TRACE OF COARSE

WET LOOSE DARK GRAY FINE SAND W/ SOME COARSE SAND AND SILT.

FINE GRAVEL AND ORGANIC MATTER.

WET FIRM DARK GRAY FINE SANDY SILT W/ TRACE COARSE SAND,

WET SOFT DARK GRAY FINE SANDY SILT W/ TRACE COARSE SAND.

A-4(0)

A-2-4(0)

18" RECOVERY

3

4

5

5

10

MATTER, TRACE OF COARSE SAND.

WET STIFF DARK GRAY CLAYEY FINE SANDY SILT W/ SOME ORGANIC A-4(1)

24" RECOVERY

3

6

11

25.0’

23.0’

20.0’

18.0’

16.0’

14.0’

12.0’

10.0’

A-2-4(0)

24" RECOVERY

4

5

5

730.0’

28.0’12

5

6

A-4(2)

20" RECOVERY

4

4

5

635.0’

33.0’13 A-6(7)

GRAVEL AND SILT.

WET MEDIUM DENSE DARK GRAY FINE TO COARSE SAND W/ SOME FINE

GRAVEL AND ORGANIC MATTER, TRACE OF COARSE SAND.

WET STIFF DARK GRAY CLAEYEY FINE SANDY SILT W/ SOME FINE

MATTER AND SILT, TRACE OF COARSE SAND.

SATURATED STIFF DARK GRAY FINE SANDY CLAY W/ SOME ORGANIC

24" RECOVERY

5

6

7

740.0’

38.0’14 A-6(7)

SAND, SILT AND ORGANIC MATTER, TRACE OF COARSE SAND.

SATURATED STIFF DARK GRAY FINE GRAVELLY CLAY W/ SOME FINE

24" RECOVERY

6

8

8

845.0’

43.0’15 A-6(2)

ORGANIC MATTER, TRACE OF COARSE SAND.

SATURATED STIFF DARK GRAY FINE SANDY CLAY W/ SOME SILT AND

20" RECOVERY

5

6

9

750.0’

48.0’16 A-6(5)

SILT, TRACE OF COARSE SAND.

SATURATED STIFF DARK GRAY ORGANIC FINE SANDY CLAY W/ SOME

(FT.)


DEPTH

SAMPLE Blows/6"

55.0

0.0 50.0

60.0

70.0

75.0

80.0

85.0

90.0

21" RECOVERY

4

4

6

755.0’

53.0’17

W/ SOME COARSE SAND.

SATURATED LOOSE DARK GRAY SILTY FINE SAND AND FINE GRAVEL A-2-4(0)

22" RECOVERY

5

4

6

760.0’

58.0’18

W/ SOME COARSE SAND.

SATURATED LOOSE DARK GRAY SILTY FINE SAND AND FINE GRAVEL A-6(5)

20" RECOVERY

6

7

8

765.0’

63.0’19 A-4(3)

ORGANIC MATTER, TRACE OF COURSE SAND.

SATURATED STIFF DARK GRAY CLAYEY FINE SILTY SAND W/ SOME

20" RECOVERY

6

7

8

770.0’

68.0’20 A-4(3)

ORGANIC MATTER, TRACE OF COURSE SAND.

SATURATED STIFF DARK GRAY CLAYEY FINE SILTY SAND W/ SOME

60.0

20" RECOVERY

5

9

11

1275.0’

73.0’21 A-6(9)

W/ TRACE COURSE SAND.

SATURATED VERY STIFF DARK GRAY ORGANIC SILTY FINE SANDY CLAY

24" RECOVERY

4

8

14

1680.0’

78.0’22 A-6(6)

W/ TRACE COURSE SAND.

SATURATED VERY STIFF DARK GRAY ORGANIC SILTY FINE SANDY CLAY

24" RECOVERY

4

6

8

885.0’

83.0’23

SAND.

SATURATED STIFF DARK GRAY FINE SANDY SILT W/ TRACE COURSE

24" RECOVERY

4

8

14

1680.0’

78.0’24 SATURATED STIFF ORANGE SILTY CLAY W/ TRACE FINE SAND. A-6(15)

A-4(0)

END OF BORING.

LOCATION OF BORING IS REFERENCED TO THE CONSTRUCTION PLAN AND LABELED AS ’B-1’. 2.

CONDITIONS WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION. SEE SECTION 102.05 OF THE DELDOT STANDARD SPECIFICATIONS FOR MORE DETAIL.

THE INFORMATION SHOWN ON THIS SHEET IS BASED ON LIMITED INVESTIGATIONS, AND IS NO WAY WARRENTED TO BE INDICATIVE OF ACTUAL 1.

NOTES:

STATION: 103+11.89 OFFSET: 17.99’ ELEVATION: N/A

COMMENTS: NEGATIVE OFFSET DENOTES LEFT OF BASELINE.

OF TIMBER PILE

ESTIMATED BOTTOM


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SCALE

FEET

0 20 40 60

LANDSCAPING PLANUTILITY RELOCATION PLANLIGHTING PLANPROFILESMANAGEMENT PLAN

STORMWATERCONSTRUCTION DETAILS

COMPLIANCE PLANENVIRONMENTALBRIDGE DETAILSPLAN SHEET INDEXNOTES


CONSTRUCTION PLANGEOMETRICSGRADES AND

AND CONDUIT PLANSIGNING, STRIPING

RIGHT-OF-WAY PLAN

4:0

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PM

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COPY

(FT.)


DEPTH

SAMPLE Blows/6"

1

2.0’

2

BORING: B-2

NOT TO SCALE15


4

3

3

2 8" RECOVERY

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

45.0

50.0

22" RECOVERY

2

1

2

24.0’

22" RECOVERY

WH

1

1

16.0’

3

TOPSOIL 4"

22" RECOVERY

1

28.0’

4

22" RECOVERY

1

2

5

22" RECOVERY

2

2

6

24" RECOVERY

2

2

5

5

7

24" RECOVERY

1

2

3

4

8

12" RECOVERY

2

3

6

6

9

1

24" RECOVERY

2

2

4

5

10

MATTER, TRACE OF COARSE SAND.

WET STIFF DARK GRAY CLAYEY FINE SANDY SILT W/ SOME ORGANIC

24" RECOVERY

1

5

11

25.0’

23.0’

20.0’

18.0’

16.0’

14.0’

12.0’

10.0’

24" RECOVERY

2

5

6

830.0’

28.0’12

1

6

24" RECOVERY

4

5

6

935.0’

33.0’13

22" RECOVERY

3

3

5

740.0’

38.0’14

24" RECOVERY

5

5

6

745.0’

43.0’15

22" RECOVERY

5

5

9

750.0’

48.0’16

(FT.)


DEPTH

SAMPLE Blows/6"

55.0

0.0 50.0

60.0

70.0

75.0

80.0

85.0

90.0

22" RECOVERY

4

7

7

955.0’

53.0’17

22" RECOVERY

4

5

8

860.0’

58.0’18

22" RECOVERY

5

6

6

765.0’

63.0’19

22" RECOVERY

4

6

7

970.0’

68.0’20

60.0

22" RECOVERY

6

6

9

975.0’

73.0’21

24" RECOVERY

7

8

9

1180.0’

78.0’22

24" RECOVERY

9

9

10

1085.0’

83.0’23

24" RECOVERY

11

12

14

1480.0’

78.0’24

END OF BORING.

SOIL BORING LOGS - II

A-4(0)

OF FINE GRAVEL.

MOIST FIRM BROWN FINE SANDY SILT W/ SOME COARSE SAND, TRACE

SAND.

SATURATED SOFT GRAY CLAYEY FINE SANDY SILT W/ TRACE COARSE A-4(2)

SATURATED SOFT GRAY FINE SANDY SILT W/ TRACE COARSE SAND. A-4(0)

WH

WHSATURATED SOFT GRAY FINE SANDY SILT W/ TRACE COARSE SAND. A-4(0)

A-4(0)SATURATED SOFT GRAY FINE SANDY SILT W/ TRACE COARSE SAND.1

WH

1A-2-4(0)

A-2-4(0)

AND ORGANIC MATTER.

SATURATED LOOSE GRAY SILTY FINE SAND W/ TRACE COARSE SAND

TRACE OF COARSE SAND.

SATURATED FIRM GRAY FINE SANDY SILT W/ SOME ORGANIC MATTER,

SAND.

SATURATED VERY LOOSE GRAY SILTY FINE SAND W/ TRACE COARSE

A-4(0)

SAND.

SATURATED STIFF GRAY ORGANIC FINE SANDY SILT W/ TRACE COARSE A-4(0)

A-4(0)

SATURATED FIRM GRAY FINE SANDY SILT. A-4(0)

SATURATED STIFF GRAY FINE SANDY SILT W/ TRACE COARSE SAND. A-4(0)

A-6(12)

COARSE SAND.

SATURATED STIFF GRAY SILTY CLAY W/ SOME FINE SAND, TRACE OF

SAND.

SATURATED FIRM GRAY SILTY CLAY W/ TRACE FINE TO COARSE A-7-6(24)

SAND.

SATURATED STIFF GRAY CLAYEY FINE SANDY SILT W/ TRACE COARSE A-4(1)

COARSE SAND.

SATURATED STIFF GRAY FINE SANDY CLAY W/ SOME SILT, TRACE OF A-6(5)

SAND.


SAND.


SATURATED STIFF GRAY FINE SANDY SILT. A-4(0)

SATURATED STIFF GRAY FINE SANDY SILT W/ TRACE COARSE SAND. A-4(0)

GRAVEL.

SATURATED STIFF GRAY SILTY FINE SANDY CLAY W/ TRACE FINE A-6(7)


SATURATED VERY STIFF GRAY FINE SANDY CLAY W/ SOME SILT, A-6(3)


SATURATED VERY STIFF GRAY SILTY CLAY W/ SOME FINE SAND, A-6(14)

A-4(0)COARSE SAND.

SATURATED VERY STIFF GRAY CLAYEY FINE SANDY SILT W/ TRACE

LOCATION OF BORING IS REFERENCED TO THE CONSTRUCTION PLAN AND LABELED AS ’B-2’. 2.



NOTES:

OF TIMBER PILE

ESTIMATED BOTTOM

STATION: 104+02.75 OFFSET: -15.99’ ELEVATION: N/A

COMMENTS: NEGATIVE OFFSET DENOTES LEFT OF BASELINE


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SCALE

FEET

0 20 40 60







RIGHT-OF-WAY PLAN

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UNOFFICIAL WEBSITE

COPY

(FT.)


DEPTH

SAMPLE Blows/6"

1

2.0’

2

BORING: B-3

NOT TO SCALE16


4

4

5

3 4" RECOVERY

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

14" RECOVERY

5

3

2

24.0’

10" RECOVERY

WH

3

36.0’

3

12" RECOVERY

2

38.0’

4

10" RECOVERY

2

1

5

12" RECOVERY

2

2

6

18" RECOVERY

2

3

3

4

7

24" RECOVERY

1

2

2

3

8

24" RECOVERY

1

3

4

5

9

2

20" RECOVERY

2

4

4

5

10

24" RECOVERY

1

5

11

25.0’

23.0’

20.0’

18.0’

16.0’

14.0’

12.0’

10.0’

24" RECOVERY

4

5

7

730.0’

28.0’12

4

7

24" RECOVERY

5

7

9

635.0’

33.0’13

20" RECOVERY

4

6

8

1040.0’

38.0’14

0.0

SOIL BORING LOGS - III

A-4(0)

GRAVEL AND CLAY.

WET STIFF DARK GRAY COARSE TO FINE SANDY SILT W/ TRACE FINE

WH

WHSATURATED SOFT GRAY FINE SANDY SILT W/ TRACE COARSE SAND.

1

1

2

SAND.

SATURATED FIRM GRAY SILTY CLAY W/ TRACE FINE TO COARSE

GRAVEL AND CLAY.

WET FIRM GRAY FINE SANDY SILT W/ SOME COARSE SAND, FINE A-4(0)

A-4(0)2 TRACE OF FINE GRAVEL.

WET FIRM GRAY CLAYEY FINE SANDY SILT W/ SOME COARSE SAND,

A-4(0)

SAND.

SATURATED VERY LOOSE BROWN SILTY FINE SAND W/ TRACE COARSE A-2-4(0)

A-4(0)


SATURATED SOFT BROWN ORGANIC SILTY FINE SAND W/ SOME SILT,

A-2-4(0)

TRACE OF FINE GRAVEL AND ORGANIC MATTER.

SATURATED LOOSE BROWN SILTY FINE SAND W/ SOME COARSE SAND,

GRAVEL, TRACE OF COARSE SAND AND ORGANIC MATTER.

SATURATED VERY LOOSE BROWN SITLY FINE SAND W/ SOME FINE A-2-4(0)

A-2-4(0)SATURATED LOOSE BROWN SILTY FINE SAND W/ TRACE COARSE SAND.

A-4(0)

AND ORGANIC MATTER, TRACE OF COARSE SAND.

SATURATED FIRM BROWN FINE SANDY SILT W/ SOME FINE GRAVEL

GRAVEL AND ORGANIC MATTER, TRACE OF COARSE SAND.

SATURATED STIFF BROWN CLAYEY FINE SANDY SILT W/ SOME FINE A-4(1)

COARSE SAND.

SATURATED STIFF BROWN ORGANIC SILTY FINE SAND CLAY W/ TRACE A-7-5(9)

SAND, TRACE OF COARSE SAND.

SATURATED VERY STIFF BROWN ORGANIC SILTY CLAY W/ SOME FINE A-7-6(20)

A-6(12)

END OF BORING.

(FT.)


DEPTH

SAMPLE Blows/6"

1

2.0’

2

BORING: B-4 DATE DRILLED: 6/13/2017NORTHING: 570255.397 EASTING: 584581.622

3

3

2

2 13" RECOVERY

5.0

10.0

15.0

20.0

25.0

30.0

35.0

40.0

24" RECOVERY

2

1

0

14.0’

24" RECOVERY

WH

1

26.0’

3

18" RECOVERY

5

48.0’

4

18" RECOVERY

4

3

5

18" RECOVERY

0

6

6

22" RECOVERY

2

3

5

7

7

22" RECOVERY

5

5

5

6

8

22" RECOVERY

2

4

6

8

9

1

24" RECOVERY

2

3

5

5

10

24" RECOVERY

2

4

11

25.0’

23.0’

20.0’

18.0’

16.0’

14.0’

12.0’

10.0’

24" RECOVERY

2

4

6

1030.0’

28.0’12

2

7

24" RECOVERY

5

4

7

835.0’

33.0’13

24" RECOVERY

4

5

6

940.0’

38.0’14

0.0

2

2

3

1

1

END OF BORING.

GRAVEL.

MOIST LOOSE BROWN SILTY FINE TO COARSE SAND W/ SOME FINE A-2-4(0)

A-4(0)WET SOFT DARK GRAY FINE SANDY SILT W/ SOME COARSE SAND.

A-4(0)WH TRACE OF COARSE SAND.

SATURATED SOFT DARK GRAY FINE SANDY SILT W/ SOME CLAY,

A-2-4(0)SATURATED LOOSE BROWN SILTY FINE SAND W/ TRACE COARSE SAND.

SATURATED LOOSE BROWN SILTY FINE SAND W/ TRACE COARSE SAND. A-2-4(0)

A-2-4(0)

COARSE SAND.

SATURATED VERY LOOSE BROWN SILTY FINE SAND W/ SOME

SATURATED LOOSE BROWN SILTY FINE SAND W/ TRACE COARSE SAND. A-2-4(0)

A-2-4(0)

SAND.

SATURATED LOOSE DARK GRAY SILTY FINE SAND W/ TRACE COARSE

SAND.

SATURATED STIFF DARK GRAY FINE SANDY SILT W/ TRACE COARSE A-4(0)

A-4(0)

SAND.

SATURATED FIRM DARK GRAY FINE SANDY SILT W/ TRACE COARSE

SAND.

SATURATED FIRM DARK GRAY FINE SANDY SILT W/ TRACE COARSE A-4(0)

A-4(0)

A-4(3)

SATURATED STIFF DARK GRAY FINE SANDY SILT.

COARSE SAND.

SATURATED STIFF DARK GRAY CLAYEY FINE SANDY SILT W/ TRACE

A-6(11)SATURATED STIFF DARK GRAY SILTY FINE SANDY CLAY.

LOCATIONS OF BORINGS ARE REFERENCED TO THE CONSTRUCTION PLAN AND LABELED AS ’B-3’ AND ’B-4’. 2.



NOTES:






TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


SCALE

FEET

0 20 40 60







RIGHT-OF-WAY PLAN

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1-319P

20

UNOFFICIAL WEBSITE

COPY


TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


CONTROL PLAN - PHASE 1M.O.T., AND EROSION

CONSTRUCTION PHASING,

4:1

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6

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1-319P17

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MCCOY RD.MCCOY RD.

OH

W

DelDOT BR. #1-319

101+00

102+00103+00

104+00105+00

106+00


299+50

300+00300+50

301+00

W/R GNITSIXE

W/R GNITSIXE

W/R GNITSIXE

70’

30’

W/R GNITSIXE

EPACSDNAL & TNEMESAE NAIRTSEDEP EDIW ’52 128990092905002#FM REP REFFUB

PE

R

MF#200509290099821

SE

WE

R

EA

SE

ME

NT

TO

NC

C

60’

WID

E

SE

WE

R

EA

SE

ME

NT

PE

R

MF#20031015013297

5

LA

ND

SC

AP

E

BU

FF

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PE

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MF#200509290099821

VA

RIA

BL

E

WID

TH

PE

DE

ST

RIA

N

EA

SE

ME

NT

&

25’

25’

R/W

25’

4’4’

EPACSDNAL & TNEMESAE NAIRTSEDEP EDIW ’52

128990092905002#FM REP REFFUB

LOC LOCLOC LOC

LOC LOC

LO

C

LOCLOCLOC

LOC

LOCLOCLOC

LOC

LO

C

PEDESTRIAN MAINTENANCE OF TRAFFIC PLAN

N

STA. 105+50.00

END PEDESTRIAN DETOUR

TRAFFIC CONTROL NOTES

FLAGGER LOCATION

ROAD WORK

END

CONSTRUCTION PHASING & M.O.T LEGEND

CONSTRUCTION WARNING SIGN

CONSTRUCTION WARNING SIGN LOCATION

THE ENGINEER RESERVES THE RIGHT TO MODIFY THE TRAFFIC CONTROL AS FIELD CONDITIONS DICTATE.

ALL NECESSARY SIGNS, PAVEMENT MARKINGS AND ROADSIDE APPURTENANCES SHALL BE INSTALLED PRIOR TO THE

OPENING/REOPENING OF A ROADWAY OR RAMP. A WALKTHROUGH WITH THE ENGINEER, TRAFFIC SAFETY, TRAFFIC

TO MAINTAIN PEDESTRIAN AND VEHICULAR TRAFFIC.

VEHICLES THAT ENTER AND EXIT THE WORK ZONE. ONE FLAGGER SHALL BE IN PLACE AT EACH END OF THE WORK ZONE

ALL PEDESTRIAN BARRIERS SHALL BE UNPINNED TO ALLOW FOR EASY REMOVAL AND REPLACEMENT FOR CONSTRUCTION

AREA.

DETOUR SHALL BE AS SHOWN, OR AS DIRECTED BY THE ENGINEER AS DEEMED NECESSARY FOR STAGING IN THE WORK

SHALL BE AS CLOSE TO THE WESTERN SIDE OF THE ROAD AND GUARDRAIL AS POSSIBLE. LIMITS OF THE PEDESTRIAN

THE PEDESTRIAN BARRIERS AND PEDESTRIAN DETOUR THAT IS PARALLEL TO THE EXISTING GUARDRAIL AND ROADWAY

1.

2.

3.

4.

FOR THIS PROJECT.

AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR REQUIREMENT 5.

CONSTRUCTION AND OTHER PERSONNEL SHALL OCCUR NO LESS THAN 48 HOURS PRIOR TO THE OPENING/REOPENING

( X )ASSIGNED TO THIS PROJECT.

THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR

IS INCIDENTAL TO ITEM 801000.

STAFF MAY BE THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR

OR ANOTHER ATSSA CERTIFIED MEMBER OF THE CONTRACTOR’S PROJECT

PROJECT. THE CONTRACTOR’S GENERAL SUPERINTENDENT FOR THIS PROJECT

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS

FOR ATSSA SUPERVISOR SHALL BE PAID FOR UNDER ITEM 801000.

FOR THIS PROJECT SHALL NOT BE THE ATSSA SUPERVISOR. PAYMENT

DEVICES FOR THIS PROJECT. THE CONTRACTOR’S GENERAL SUPERINTENDENT

OF THE INSTALLATION, OPERATION AND MAINTENANCE OF TRAFFIC CONTROL

PROJECT. THE ATSSA SUPERVISOR’S SOLE JOB SHALL BE SUPERVISION

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS

( )

( )

OF ANY ROAD OR RAMP.

1.

2.

3.

4.

5.

6.

7.

8.

10.

11.

CLEAR AND GRUB AS REQUIRED.

DRIVE TIMBER PILES AND INSTALL PILE CAPS.

PLACE PREFABRICATED TRUSS BRIDGE.

PLACE CONCRETE SIDEWALK TO MATCH EXISTING AT TIE-INS.

CONSTRUCTION SEQUENCE

PEDESTRIAN BRIDGE TO TRAFFIC.

REMOVE PEDESTRIAN AND VEHICULAR DETOURS AND OPEN THE ROADWAY AND

PROPOSED PEDESTRIAN DETOUR

BEGIN PEDESTRIAN DETOUR STA. 100+93.00

AND ROADWAY FOR PEDESTRIAN DETOUR.

PLACE TRM BETWEEN EXISTING SIDEWALK

AND ROADWAY FOR PEDESTRIAN DETOUR.

PLACE TRM BETWEEN EXISTING SIDEWALK

PEDESTRIAN SAFETY BARRIER - UNPINNED

WORK AREA

5’ CLEAR WIDTH PEDESTRIAN DETOUR

NOT TO SCALE

R

UN

DR

AG

ON

R

UN

DR

AG

ON

SF

120’

SF

104’

EXISTING UTILITIES TO BE RELOCATED PRIOR TO CONSTRUCTION OF PEDESTRIAN BRIDGE BY UTILITY COMPANIES.

IMPLEMENT VEHICULAR AND PEDESTRIAN DETOURS AND INSTALL EROSION CONTROL MEASURES.

AREAS AND WITH CONCURRENCE FROM DELDOT’S STORMWATER ENGINEER.

REMOVE ALL E&S DEVICES AFTER FINAL VEGETATIVE STABILIZATION OF ALL DISTURBED

9. INSTALL TOPSOIL, SEED, AND MULCH TO STABILIZE ALL REMAINING DISTURBED AREAS.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND ALONG PEDESTRIAN FACILITIES AT ALL TIMES DURING CONSTRUCTION.

WHERE PEDESTRIAN ROUTES ARE CLOSED OR BLOCKED, ALTERNATE PEDESTRIAN ACCESS SHALL BE PROVIDED

AS SHOWN AND SHALL BE ADA COMPLIANT. ACCEPTABLE MATERIALS FOR TEMPORARY PATHS SHALL INCLUDE

CONCRETE, HOT-MIX, TEMPORARY ROADWAY MATERIAL, OR PLYWOOD WALKWAY STRUCTURE. PLYWOOD WALKWAY

STRUCTURES SHALL ALSO INCLUDE DETECTABLE EDGING AND RAILINGS IN ACCORDANCE WITH ADA GUIDELINES

AND THE DELAWARE MUTCD. TEMPORARY PEDESTRIAN PATHS SHALL BE INCIDENTAL TO ITEM 801001, MAINTENANCE

OF TRAFFIC, UNLESS OTHERWISE SPECIFIED IN THE PLANS. STONE OR GRADED AGGREGATE BASE COURSE SHALL

NOT BE USED FOR TEMPORARY PEDESTRIAN PATHS.

6.

PLACE HELICAL PILES AND CONSTRUCT CONCRETE ABUTMENTS.

AT BRIDGE AND WORKING TOWARD EXISTING CONCRETE SIDEWALK.

PLACE HELICAL PILES FOR TIMBER PIERS, THEN CONSTRUCT TIMBER BOARDWALK APPROACHES STARTING

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MCCOY RD.

GRASS

GRASS

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WOOD WALL

WOOD WALL

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DelDOT BR. #1-319

R/W 4'

4'

102+00103+00

104+00

105+00

PT 102

+7

9.5

1



TOTAL SHTS.

SHEET NO.CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


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COMPLIANCE PLANENVIRONMENTAL

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3/1/2018

T201701105

NEW CASTLE


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20

LOCLOC

LOCLOC

LOC

LOCLOC

LOC

LOCLOC

299+50

300+00

300+50

301+00

OHW/WLWETLAND BOUNDARYORDINARY HIGH WATER/

ORDINARY HIGH WATEROHW

PERMANENT IMPACT AREA

XX

?X

IMPACT AREA TYPE ID. (SEE BELOW)

IMPACT AREA ID. AND/OR NUMBER

W = WETLAND IMPACT

AREA (SF) AREA (AC) VOLUME (CY)IMPACT DESCRIPTIONID JURISDICTION

PERMANENT WETLAND IMPACT AREA SCHEDULE

CLASS

W

01

SHEET PREPARED BY:

CENTURY ENGINEERING, INC.

4134 N. DUPONT HWY

DOVER, DELAWARE 19901

FEBRUARY 17, 2017

WETLAND DELINEATION BY CENTURY ENGINEERING, INC.

IN FEBRUARY 2017, IN ACCORDANCE WITH THE CORPS WETLAND

DELINEATION MANUAL AND THE CORPS ATLANTIC AND GULF

COASTAL PLAIN REGIONAL SUPPLEMENT VERSION 2.0 (2010).

N/AW-02 TIMBER PILES 1.5708 0.00003 USACE PSS

N/AW-03 ABUTMENT 2.5421 0.00005 USACE PSS

N/A5.6837 0.00011TOTAL IMPACTS

W

02

WT

01 WT

02

N/AW-01 TIMBER PILES 1.5708 0.00003 USACE PSS

W

03

WT

04

AREA (SF) AREA (AC) VOLUME (CY)IMPACT DESCRIPTIONID JURISDICTION

TEMPORARY WETLAND IMPACT AREA SCHEDULE

WT

03

N/AWT-01 PLANKING 143.2908 0.0033 USACE




1. GENERAL NOTES:

A.

THE AGENCY PERMIT REPORTING PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING PURPOSES.

B. IF A DEPARTURE FROM THE APPROVED PLANS (WHICH WOULD AFFECT ANY OF THE NATURAL AND/OR CULTURAL RESOURCE ISSUES) IS

NECESSARY, THE ENVIRONMENTAL STUDIES SECTION SHALL BE CONTACTED AT (302) 760-2264 TO ALLOW THE DEPARTMENT TO COORDINATE

WITH THE APPROPRIATE RESOURCE AGENCIES FOR APPROVAL.

C. USE OF THIS SHEET DOES NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL CONDITIONS SET FORTH IN THE

ENVIRONMENTAL STATEMENT AND PERMITS.

D. THE IDENTIFIED PERMANENT AND TEMPORARY IMPACTS TO JURISDICTIONAL RESOURCES SHOWN ON THE ENVIRONMENTAL COMPLIANCE SHEET

ARE THE ONLY AUTHORIZED IMPACTS.

2. CULTURAL RESOURCES ISSUES:

A. DELDOT SUBMITTED "FINDING OF NO ADVERSE EFFECTS" OF HISTORIC PROPERTIES TO SHPO AS PART OF ENVIRONMENTAL COMPLIANCE.

B. STAGING, STOCKPILING AND DISPOSAL:

1. ANY STAGING AND STOCKPILE AREA(S) OUTSIDE THE PROJECT'S LOC THAT INDIVIDUALLY OR CUMULATIVELY ARE LARGER THAN

10,000 SQUARE FEET MUST BE APPROVED BY DELDOT'S ARCHAEOLOGIST, WITHIN 30 DAYS, DELDOT WILL EITHER:

A. APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S).

B. REJECT THE REQUEST

C. PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH MAY TAKE

UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS BEHALF WILL

UNDERTAKE THE SURVEY.

2. STOCKPILING, STAGING, AND DISPOSAL MUST BE IN UPLAND, NON-ARCHAEOLOGICALLY SENSITIVE SITES REVIEWED AND APPROVED BY

THE STATE HISTORIC PRESERVATION OFFICE (SHPO). THE DEPARTMENT WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF

ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE

TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND

SEDIMENTATION CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCY FOR UTILIZING OFF- SITE DISPOSAL

AREAS. SEE ENVIRONMENTAL STATEMENT FOR MORE DETAILS.

3. ALL EXCESS EXCAVATED MATERIAL NOT USED IN HIGHWAY SHALL BE DISPOSED OF IN UPLAND, NON-WETLAND DISPOSAL SITE(S) OR

SENSITIVE SITE(S). THE EXCAVATED MATERIAL SHALL BE PROPERLY CONTAINED AND STABILIZED TO PREVENT ITS ENTRY INTO ANY

ADJACENT WETLANDS OR WATERWAYS. NO DISPOSAL/WASTING OPERATION SHALL COMMENCE UNTIL THE PERMITTEE OBTAINS WRITTEN

APPROVAL OF ANY DISPOSAL SITE(S) FROM THE CORPS OF ENGINEERS AND THE STATE HISTORIC PRESERVATION OFFICE. THE

DEPARTMENT WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR

DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENTATION CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE

REGULATORY AGENCY FOR UTILIZING OFF-SITE SPOIL AREAS.

3.

A. PERMIT REQUIREMENT/APPROVALS*:

U.S. ARMY CORPS OF ENGINEERS (COE): NWP 14** / CENAP-OP-R-2017-206-85 (05/17)

DNREC - WATER QUALITY (WQC) & COASTAL ZONE CONSISTENCY (CZM): ISSUED (PROJECT NOT IN CRW)

* THE PERMITS/APPROVALS LISTED ARE THOSE REQUIRED FOR THIS PROJECT. THE ENVIRONMENTAL STUDIES SECTION IS RESPONSIBLE

FOR COORDINATING AND/OR OBTAINING THIS APPROVAL.

** THE CONTRACTOR MUST ENSURE THAT THESE PERMITS/APPROVALS ARE IN THEIR POSSESSION PRIOR TO BEGINNING CONSTRUCTION IN

THE PERMITTED AREA(S) AND ENSURE IT IS DISPLAYED ON-SITE DURING THE ENTIRE CONSTRUCTION PERIOD.

B.

4. PROTECTION OF RESOURCES:

A.

B.

DISTURBED WETLAND AREAS TO GRADE AND SEED WITH ITEM 908017 - TEMPORARY GRASS SEEDING (ANNUAL RYEGRASS).

PROTECTION IS PERMITTED. CUT VEGETATION FLUSH WITH THE GROUND (I.E. NO DISTURBANCE OF THE ROOT MAT). RESTORE TEMPORARILY

AREAS THAT ARE CLEARED, NO GRUBBING EXCEPT WHERE NECESSARY TO CONSTRUCT PROJECT COMPONENTS SUCH AS FOUNDATIONS AND RIPRAP

WETLANDS AND SUBAQUEOUS LAND ON MATS. PAYMENT FOR MATS WILL BE MADE UNDER ITEM 621500, TEMPORARY TIMBER MAT. IN WETLAND

KEEP CLEARING IN WETLAND AREAS TO A MINIMUM ABSOLUTELY NECESSARY FOR CONSTRUCTION ACCESS. SUPPORT ALL EQUIPMENT TRAVERSING

IS STRICTLY PROHIBITED.

OF THE LIMIT OF CONSTRUCTION (AS SHOWN ON CONSTRUCTION PLAN SHEETS). ANY CONTRACTOR ACCESS BEYOND THE LIMIT OF CONSTRUCTION

IMPACTED (AS SHOWN ON ENVIRONMENTAL COMPLIANCE SHEETS), AND ALSO IN ANY AREA WHERE WATER/WETLANDS EXIST WITHIN 20 FEET

USE SILT FENCE OR CONSTRUCTION SAFETY FENCE ALONG THE LIMITS OF CONSTRUCTION IN ALL AREAS WHERE WATER/WETLANDS ARE BEING

LAST UPDATED: AUGUST 17, 2017

C.

TEMPORARY IMPACT AREA

NATURAL RESOURCE ISSUES:

NCCO - FLOOD PLAIN PERMIT

LEGEND

WETLAND BOUNDARYWL

ON THE BOTTOM IN PLACE OF THE ? (AS REQUIRED).

NOTE:"D" AND "U" SHALL ONLY BE USED AS IDENTIFIERS

T = TEMPORARY IMPACT

- ENDANGERED SPECIES - NONE.

- MIGRATORY BIRDS - NONE.

- FISHERIES - NO IN-WATER WORK FROM MARCH 1 - JUNE 30.

CONSTRUCTION RESTRICTIONS:

EC-01

N/A687.8591 0.0157 N/ATOTAL TEMPORARY WETLAND IMPACT AREASMETHOD OF INSTALLATION.

SILT FENCE. DELDOT ENVIRONMENTAL STUDIES SECTION (CAROL SULLIVAN, 302-760-2129) CAN PROVIDE FURTHER GUIDANCE REGARDING THIS

BE REMOVED IN THEIR ENTIRETY WHEN NO LONGER NEEDED. SANDBAGS/CFL USED TO SECURE THE SILT FENCE IS INCIDENTAL TO ITEM 905001 -

TRENCHING UNLESS PROPER EROSION AND SEDIMENT CONTROL CANNOT BE MAINTAINED. SANDBAGS AND CFL'S (AND CONTENTS) MUST

USE SANDBAGS OR COMPOST FILTER LOG (CFL) TO SECURE SILT FENCE AT AREAS ADJACENT TO WOODED UPLANDS/ ALL WETLANDS IN LIEU OF

OH

W

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VEHICULAR DETOUR PLAN MCCOY ROAD AT BRIDGE NO. 1-319P

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