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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
CURB & GUTTER, TYPE 2
CURB & GUTTER, TYPE 3
CURB & GUTTER, TYPE 4
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
GUARDRAIL END TREATMENT, TYPE 2
GUARDRAIL END TREATMENT, TYPE 3
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
:28:0
8
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\
002
_lg
_m
ccoy. d
gn
3/19/2
018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
1-319P
20
UNOFFICIAL WEBSITE
COPY
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.
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
NOTES
11:1
7:4
1 A
M
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\
003
_pn_
mccoy.d
gn
3/19/2
018
T201701105
NEW CASTLE
TMB
3
MCCOY ROAD PEDESTRIAN BRIDGE
JMH
1-319P
20
UNOFFICIAL WEBSITE
COPY
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
STATION OFFSET EASTINGNORTHING
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
Radial Direction: S 46°49'18.2544" E
Tangent Direction: N 43°10'41.7456" 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
Tangent Direction: N 43°10'41.7456" E
Radial Direction: S 46°49'18.2544" E
Chord Direction: N 34°47'26.7456" E
Radial Direction: S 63°35'48.2544" E
Tangent Direction: N 26°24'11.7456" E
STATION NORTHING EASTING
PROPOSED CONSTRUCTION BASELINE
584609.1682
STATION OFFSET EASTINGNORTHING
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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
018
T201701105
NEW CASTLE
TMB
4
MCCOY ROAD PEDESTRIAN BRIDGE
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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
018
5T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
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
RED LION CHASE MAINTENANCE CORPORATION
LANDS N/F
TP# 12-019.00-288
(PRIVATE NATURAL RESOURCE OPENSPACE SW-E)
MF# 20050929-0099821
INSTR. NO. 20120815-0045765
RED LION CHASE MAINTENANCE CORPORATION
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
EXISTING RIGHT-OF-WAY BASELINE
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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
gn
3/19/2
018
5T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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
018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
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.
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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
MCCOY ROAD PEDESTRIAN BRIDGE
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:
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
CONSTRUCTION PLAN
4:0
4:4
7
PM
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NEW CASTLE
MCCOY ROAD PEDESTRIAN BRIDGE
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:
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
CONSTRUCTION PLAN
10:0
0:5
6
AM
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MCCOY ROAD PEDESTRIAN BRIDGE
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"
SEE DETAIL THIS SHEET
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
SEE DETAIL THIS SHEET
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:
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
CONSTRUCTION PLAN
8:4
6:5
9
AM
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NEW CASTLE
MCCOY ROAD PEDESTRIAN BRIDGE
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
CONSTRUCTION PLAN
10:4
5:0
6
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
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5,
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20
T201701105
NEW CASTLE
MCCOY ROAD PEDESTRIAN BRIDGE
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)
QTY. SIZE LENGTH MARK TYPE A B C D E G H J K O
SPECIFICATIONS BENDING DIMENSIONS (FEET-INCHES / QUARTER INCH)
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
MCCOY ROAD PEDESTRIAN BRIDGE
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.
DEPARTMENT OF TRANSPORTATIONDELAWARE
CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
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.)
DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION
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
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
SCALE
FEET
0 20 40 60
LANDSCAPING PLANUTILITY RELOCATION PLANLIGHTING PLANPROFILESMANAGEMENT PLAN
STORMWATERCONSTRUCTION DETAILS
COMPLIANCE PLANENVIRONMENTALBRIDGE DETAILSPLAN SHEET INDEXNOTES
VERTICAL CONTROLHORIZONTAL AND
CONSTRUCTION PLANGEOMETRICSGRADES AND
AND CONDUIT PLANSIGNING, STRIPING
RIGHT-OF-WAY PLAN
4:0
7:4
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
Coy
Road)\
CA
DD
FIL
ES\
Base\
014
_bl_
mccoy.d
gn
2/13/2018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
DETOUR PLAN
1-319P
20
UNOFFICIAL WEBSITE
COPY
(FT.)
DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION
DEPTH
SAMPLE Blows/6"
1
2.0’
2
BORING: B-2
NOT TO SCALE15
DATE DRILLED: 6/14/2017NORTHING: 570281.846 EASTING: 584559.634
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.)
DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION
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.
SATURATED STIFF GRAY CLAYEY FINE SANDY SILT W/ TRACE COARSE A-4(5)
SAND.
SATURATED STIFF GRAY CLAYEY FINE SANDY SILT W/ TRACE COARSE A-4(4)
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)
TRACE OF COARSE SAND.
SATURATED VERY STIFF GRAY FINE SANDY CLAY W/ SOME SILT, A-6(3)
TRACE OF COARSE SAND.
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.
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:
OF TIMBER PILE
ESTIMATED BOTTOM
STATION: 104+02.75 OFFSET: -15.99’ ELEVATION: N/A
COMMENTS: NEGATIVE OFFSET DENOTES LEFT OF BASELINE
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
SCALE
FEET
0 20 40 60
LANDSCAPING PLANUTILITY RELOCATION PLANLIGHTING PLANPROFILESMANAGEMENT PLAN
STORMWATERCONSTRUCTION DETAILS
COMPLIANCE PLANENVIRONMENTALBRIDGE DETAILSPLAN SHEET INDEXNOTES
VERTICAL CONTROLHORIZONTAL AND
CONSTRUCTION PLANGEOMETRICSGRADES AND
AND CONDUIT PLANSIGNING, STRIPING
RIGHT-OF-WAY PLAN
4:0
8:2
4
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\
015
_bl_
mccoy.d
gn
2/13/2018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
DETOUR PLAN
1-319P
20
UNOFFICIAL WEBSITE
COPY
(FT.)
DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION
DEPTH
SAMPLE Blows/6"
1
2.0’
2
BORING: B-3
NOT TO SCALE16
DATE DRILLED: 6/19/2017NORTHING: 570171.634 EASTING: 584503.854
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)
TRACE OF COARSE SAND.
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.)
DEPTHNO. REMARKSCLASS./G.I.SAMPLE DESCRIPTION
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.
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: 102+83.54 OFFSET: 18.74’ ELEVATION: N/A
COMMENTS: NEGATIVE OFFSET DENOTES LEFT OF BASELINE
STATION: 103+97.83 OFFSET: 18.14’ ELEVATION: N/A
COMMENTS: NEGATIVE OFFSET DENOTES LEFT OF BASELINE
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
SCALE
FEET
0 20 40 60
LANDSCAPING PLANUTILITY RELOCATION PLANLIGHTING PLANPROFILESMANAGEMENT PLAN
STORMWATERCONSTRUCTION DETAILS
COMPLIANCE PLANENVIRONMENTALBRIDGE DETAILSPLAN SHEET INDEXNOTES
VERTICAL CONTROLHORIZONTAL AND
CONSTRUCTION PLANGEOMETRICSGRADES AND
AND CONDUIT PLANSIGNING, STRIPING
RIGHT-OF-WAY PLAN
4:0
8:5
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
Coy
Road)\
CA
DD
FIL
ES\
Base\
016_
bl_
mccoy.d
gn
2/13/2018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
DETOUR PLAN
1-319P
20
UNOFFICIAL WEBSITE
COPY
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
CONTROL PLAN - PHASE 1M.O.T., AND EROSION
CONSTRUCTION PHASING,
4:1
1:3
6
PM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
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_cs_
mccoy.d
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2/13/2018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
1-319P17
20
MCCOY RD.MCCOY RD.
OH
W
DelDOT BR. #1-319
101+00
102+00103+00
104+00105+00
106+00
EXISTING RIGHT-OF-WAY BASELINE
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
ER
PE
R
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
UNOFFICIAL WEBSITE
COPY
MCCOY RD.
GRASS
GRASS
GUARDRAIL
HOTMIX
DR
AG
ON
CR
EE
K
GUARDRAIL
WOOD WALL
WOOD WALL
GUARDRAIL
GUARDRAIL
DelDOT BR. #1-319
R/W 4'
4'
102+00103+00
104+00
105+00
PT 102
+7
9.5
1
EXISTING RIGHT-OF-WAY BASELINE
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
SCALE
FEET
0 20 40 60
N
COMPLIANCE PLANENVIRONMENTAL
10:3
9:1
3
AM
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_ec_
mccoy. d
gn
3/1/2018
T201701105
NEW CASTLE
TMB MCCOY ROAD PEDESTRIAN BRIDGE
JMH
1-319P18
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
N/AWT-02 PLANKING 36.9069 0.0008 USACE
N/AWT-03 PLANKING 87.7781 0.002 USACE
N/AWT-04 PLANKING 419.8833 0.0096 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
UNOFFICIAL WEBSITE
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UNOFFICIAL WEBSITE
COPY