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09/04/2019
UNOFFICIAL WEBSITE
COPY
SCALE
FEET
0 120 240 360
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
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INDEX OF SHEETS
IS-01
PD
2
CP01 CP02
US 113 (DUPONT BLVD)
SPE
EDW
AY RD
WO
OD BRAN
CH RD
KRU
GER RD
N
203+42
ALM
S HO
USE
RD
105+00
200+00
100+00 110+00
600+00
115+00 117+91
605+00
610
+00
611+
48
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
UNOFFICIAL WEBSITE
COPY
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
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REVISIONSADDENDA AND
PD
3
NOT TO SCALE
SEAL
DATE
XXXXXXXXXXXXXXXXXXXXXDELDOT - TRANSPORTATION SOLUTIONS
ADDENDUM PREPARED BY
XX, XX-XX, XX
SHEETS CHANGED UNDER ADDENDUM #X:
THIS SEAL APPLIES TO THE FOLLOWING
SEAL
DATE
XXXXXXXXXXXXXXXXXXXXXDELDOT - TRANSPORTATION SOLUTIONS
REVISION PREPARED BY
XX, XX-XX, XX
SHEETS CHANGED UNDER REVISION #X:
THIS SEAL APPLIES TO THE FOLLOWING
UNOFFICIAL WEBSITE
COPY
?
MB
EXISTING SYMBOLS PROPOSED SYMBOLS
DRAINAGE SURVEY CONTROL & MONUMENTATION
UTILITY
MANMADE ROADSIDE FEATURES
NATURAL ROADSIDE FEATURES
RIGHT-OF-WAY SYMBOLSRIGHT-OF-WAY SYMBOLS
TRAFFIC
LANDSCAPING
IDENTIFIERSCONSTRUCTION PAVEMENT SECTION(S)
PROPERTY MARKER - CONCRETE MON.
PROPERTY MARKER - IRON PIPE
HISTORIC RIGHT-OF-WAY BASELINE
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
EXISTING EASEMENT
EXISTING DENIAL OF ACCESS
EXISTING R/W & DENIAL OF ACCESS
WOODS LINE BOUNDARY
DELINEATED WETLAND BOUNDARY LINE
SHRUBBERY
TREE STUMP
TREE - DECIDUOUS
TREE - CONIFEROUS
MARSH BOUNDARY LINE
HEDGEROW OR THICKET
GRASS LAWN
WALL - STONE
WALL - BRICK OR BLOCK
TRAFFIC SIGN AND POST
PILLAR OR MISCELLANEOUS POST
PILE - BRIDGE
PAVEMENT - RIGID
PAVEMENT - FLEXIBLE
PARKING METER AND POST
MAILBOX
LAMP AND POST - RESIDENTIAL
GUARDRAIL - WIRE ROPE
GUARDRAIL - STEEL BEAM
FLAG POLE
FENCE - STOCKADE OR SPLIT RAIL
CURB AND GUTTER
FENCE - CHAINLINK OR STRANDED
CURB
BOLLARD - WOOD POST
BOLLARD - STEEL POLE
RIPRAP - LINEAR FEATURE
RIPRAP - AREA FEATURE
DRAINAGE PIPE HEADWALL
DRAINAGE PIPE AND FLOW ARROW
DRAINAGE MANHOLE
DRAINAGE JUNCTION BOX
DRAINAGE INLET
DIRECTIONAL STREAM FLOW ARROW
DITCH OR STREAM CENTERLINE SURVEY BENCHMARK LOCATION
SURVEY TIE POINT LOCATION
SURVEY TRAVERSE POINT
POINT OF CURVATURE OR TANGENCY
POINT OF INTERSECTING TANGENTS
SOIL BORING LOCATION
UTILITY TEST HOLE LOCATION
CABLE TV DISTRIBUTION BOX
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC TRANSFORMER
POLE MOUNTED LUMINAIRE
GAS MANHOLE
GAS METER
GAS VALVE
GAS PUMP - SERVICE STATION
RAILROAD TRACKS
SANITARY SEWER MANHOLE
SANITARY SEWER VALVE
SANITARY SEWER CLEANOUT OR VENT
SEPTIC DRAIN FIELD
TELEPHONE BOOTH
TELEPHONE MANHOLE
S.D.F.
TELEPHONE TEST POINT
TRAFFIC - CONDUIT JUNCTION WELL
TRAFFIC - LIGHT POLE AND BASE
TRAFFIC - PEDESTRIAN POLE & BASE
TRAFFIC - SIGNAL CABINET & BASE
TRAFFIC - SIGNAL POLE AND BASE
UTILITY BOX
UTILITY POLE GUY WIRE ANCHOR
UTILITY POLE
WATER - FIRE HYDRANT
WATER METER
WATER VALVE
WELL HEAD
MANHOLE - UNDETERMINED OWNER
R/W-DA
DA
EASEMENT TYPE
100+00
PL
PROPOSED RIGHT-OF-WAY BASELINE
TEMPORARY CONSTRUCTION EASEMENT
RIGHT-TO-ENTER
PROPOSED R/W & DENIAL OF ACCESS
PROPOSED RIGHT-OF-WAY
PROPOSED PERMANENT EASEMENT
PROPOSED DENIAL OF ACCESS
PROPOSED RIGHT-OF-WAY MONUMENT
UNDERDRAIN OUTLET
UNDERDRAIN
FOR CHANNELIZATION ISLANDS.)P.C.C. SIDEWALK - 6" (USE 8" DEPTH
P.C.C. SIDEWALK - 4"
RIPRAP
PIPE & DIRECTIONAL FLOW ARROW
TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -
PAVEMENT PATCH
MANHOLE
MAILBOX
LIMIT OF CONSTRUCTION
LATERAL OFFSET
JUNCTION BOX - DRAINAGE
IMPACT ATTENUATOR
GUARDRAIL END TREATMENT, TYPE 3
GUARDRAIL END TREATMENT, TYPE 2
GUARDRAIL END TREATMENT, TYPE 1
GUARDRAIL END ANCHORAGE
GUARDRAIL, TYPE 3
GUARDRAIL, TYPE 2
GUARDRAIL, TYPE 1
FLARED END / SAFETY END SECTION
FENCE - METAL / FENCE - WOOD
DITCH
DRAINAGE INLET
CURB OPENING WITH SIDEWALK
CURB OPENING - SUMP / ON GRADE
CURB & GUTTER, TYPE 4
CURB & GUTTER, TYPE 3
CURB & GUTTER, TYPE 2
CURB & GUTTER, TYPE 1
CURB, TYPE 2
CURB, TYPE 1 & TYPE 3
CONSTRUCTION SAFETY FENCE
CONSTRUCTION BASELINE
CLEAR ZONE
BUTT JOINT
BIOFILTRATION SWALE
CONCRETE SAFETY BARRIER - PERMANENT ADJUST BY CONTRACTOR
ADJUST BY OTHERS
CONCRETE SAFETY BARRIER
CURB OR CURB & GUTTER
CONVERT TO JUNCTION BOX
CONVERT TO DRAINAGE MANHOLE
CURB OPENING - SUMP / ON GRADE
CURB OPENING WITH SIDEWALK
CONSTRUCTION SAFETY FENCE
DRAINAGE INLET
DO NOT DISTURB
ENERGY DISSIPATOR
FENCE
FLARED END SECTION
FILL WITH FLOWABLE FILL
FILTRATION STRUCTURE
GUARDRAIL
JUNCTION BOX
MANHOLE
MONUMENT - RIGHT-OF-WAY
PIPE
RELOCATE BY CONTRACTOR
RELOCATE BY OTHERS
RELOCATE BY PROPERTY OWNER
REMOVE BY CONTRACTOR
REMOVE BY TRAFFIC CONTRACTOR
REMOVE BY OTHERS
SAFETY END SECTION
UNDERDRAIN / LENGTH
UNDERDRAIN OUTLET PIPE
LANDSCAPE PLANTINGS
SHRUBBERY
CONIFEROUS TREE
DECIDUOUS TREE
ITMS CONDUIT
SIGNAL CONDUIT
CONDUIT JUNCTION WELL
LUMINAIRE
PAVEMENT MARKINGS
PAVEMENT STRIPING
TRAFFIC SIGN
NOTES FOR MATERIALS AND DEPTHSDRIVEWAY AND ENTRANCE PAVEMENT - SEE
SECTIONS FOR MATERIALS AND DEPTHSRECONSTRUCTED PAVEMENT - SEE TYPICAL
FOR MATERIALS AND DEPTHSOVERLAY PAVEMENT - SEE TYPICAL SECTIONS
B.M.
T.P.
TV
E
EM
E
G
G.M.
G.V.
G.P.
S
S.V.
S.C.O.
B
T
T
J.W.
U
F.H.
W.M.
WV
WELL
D.I.
J.B.
C.B.
?
D
SIZE/TYPE LABEL
(TYPE LABEL)
(TYPE LABEL)
F.P.
LAMP
MB
P.M.
WL
C.M.
I.P.
100+00
TCE
RTE
R/W-DA
R/W
DA
PE
LOC
LO
100+00
CSF
CZ
BFS
RM
TC
A
C
A
C
B
XXX
C
XXX
CJB
XXX
CMH
XXX
C
O
CO
SW
PC
XX
PC-N
XXX
DI
XXX
DND
ED
XXX
F
XXX
FES
XXX
FF
C
GR
XXX
JB
XXX
MH
XXX
P
XXX
RL
C
RL
O
RL
PO
RM
C
RM
O
SES
XXX
UD
XXX
UDO
XXX
M
XXX
FS
XXX
CSF
ITMS-CON
SIG-CON
LS
XXX
PEDESTRIAN CONNECTION / TYPE
WITHOUT SIDEWALK SURFACE DETECTABLE WARNING SYSTEM
PEDESTRIAN CONNECTION / TYPE
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
CONTRACT
T201904003
COUNTYDESIGNED BY:
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LEGEND
TURF REINFORCEMENT MAT, TYPE 1
UNOFFICIAL WEBSITE
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NOT TO SCALE NOTESPD
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PN-01
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
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T201904003
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EP-2019
PORTLAND CEMENT CONCRETE CHANNELIZING ISLANDS THAT ARE LESS THAN 75 SQ FT MAY BE POURED MONOLITHICALLY, OR AS
DIRECTED BY THE ENGINEER.
ITEM 763501 - CONSTRUCTION ENGINEERING.ALL WORK REQUIRED FOR CALCULATING AND STAKING OUT OF GRADES SHALL BE PAID FOR UNDER 8.
THE NEW PAVEMENT IS TO TIE INTO THE EXISTING PAVEMENT.ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE7.
AND MANHOLES.CENTER OF THE GRATE FOR INLETS AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXESSTATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE6.
DRAINAGE INLET LOCATED AT 111+73.81.a.INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL3.
CONTACT NUMBER DURING THE FLIGHT.THE FLIGHT TIME, LOCATION OF THE FLIGHT, THE PILOT'S NAME AND THE PILOT'STO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE UAV,UNMANNED AIRCRAFT VEHICLE (UAV) FLIGHTS. THE CONTRACTOR WILL BE REQUIRED THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY2.
CONTRACTOR'S EXPENSE.DISCRETION OF THE ENGINEER, SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THEANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE1.
PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:3.
CROSS SECTIONS
RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)
( X )
( )
PROJECT FILES.CONTRACTOR" MUST BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONICNOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A
THE PROPOSED DIGITAL TERRAIN MODEL (DTM).DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF( )
CURRENTLY USED BY DELDOT.PROPOSED DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE
CURRENTLY USED BY DELDOT.EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE( )
( )
ALL PLAN SHEETS, IN PDF FORMAT.( X )
( X )SELECTED BY THE ENGINEER.ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS
NONE( )
ELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:2.
REVISIONS UP TO THE DATE OF ADVERTISEMENT.DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION DETAILS", DATED 2014, INCLUDING ALLTRANSPORTATION "STANDARD SPECIFICATIONS", DATED AUGUST 2016 AND THE DELAWARETHIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF1.
COMPLIANCE SHEET WAS NOT PROVIDED.THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL13.
GENERAL NOTES
PROJECT NOTES
SECTION 100
SECTION 200
SECTION 600
SECTION 700
SECTION 900
MISCELLANEOUS
SECTION 400
9.
DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THEIN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPYTHIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS KEPT ON FILEPLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FORGENERAL PERMIT, COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENTTHIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE10.
DETOUR INFORMATION ONLY PLEASE CONTACT DTC'S CHIEF SCHEDULER AT 302-576-6019.AT SUCH A TIME THE FACILITY IS COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY PRIOR TO THE START OF ANY DETOURS OR CONSTRUCTION, AND [email protected] CONTRACTOR SHALL NOTIFY DART FIRST STATE AT [email protected] AT LEAST 14 DAYS11.
THE DISTURBED AREA FOR THIS PROJECT IS 1.20 ACRES.4.
TO THE PROPOSED PAVEMENT BOX DESIGN BEING IMPLEMENTED ON US 113.
ALL ROADWAY WORK BEING DONE ON ALMS HOUSE RD AND WOOD BRANCH RD IS TO BE BUILT ACCORDING4.
BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A DELDOT MAINTENANCE YARD SUPERVISOR.
REPLACING DRAINAGE INLET FARME(S). FINAL PAYMENT FOR REPLACED GRATES/FRAMES SHALL NOT
COST OF DELIVERY INCIDENTAL TO ITEM 602100 - REPLACING DRAINAGE INLET GRATE(S) & ITEM 602101 -
GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD WITH THE
FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED
TO THE CURB OR EDGE OF PAVING SHALL BE REPLACED WITH TYPE 3. THE ACTUAL LOCATIONS, THE NEED
NOT TYPE 1 OR TYPE 4, SHALL BE REPLACED WITH TYPE 1. INLET GRATES WITHIN THE PAVING, NOT ADJACENT
DRAINAGE INLET GRATES ADJACENT TO THE CURB OR EDGE PAVING, WITHIN THE PROJECT LIMITS, WHICH ARE5.
SIGNS MUST BE MADE THROUGH DART TRANSIT AT (302) 576-6132.
OR ANY SUPPLEMENTAL LAQUES TO ALLOW FOR ADDITIONAL ROUTE NUMBERS. ALL REQUESTS FOR FABRICATION OF THESE
ALL DART SIGNS HAVE BEEN UPDATED TO A NEW DESIGN. THE DELDOT SIGN SHOP DOES NOT FABRICATE THE UPDATED SIGN 12.UNOFFICIAL WEBSITE
COPY
LEGEND
A
ITEM 908014- PERMANENT GRASS SEEDING, DRY GROUNDITEM 908004 - TOPSOIL, 6" DEPTH
ITEM 908020 - EROSION CONTROL BLANKET MULCH
ITEM 401030 - SUPERPAVE TYPE B, PG 64-22, PATCHING
ITEM 401031 - SUPERPAVE, TYPE BCBC, PG 64-22, PATCHING
SAFETY EDGE FOR ROADWAY PAVEMENT
B
A
12'
6:1
2"4"6"8"
SHOULDERNB TRAVEL LANE SB TRAVEL LANELEFT TURN LANE
2%
LOCLOC
O.G.O.G.
ABCD
BASELINE PROPOSED CONSTRUCTION
NB TRAVEL LANE SB TRAVEL LANE
SAWCUT
LOC
O.G. O.G.
BASELINE PROPOSED CONSTRUCTION
2" 4" 8"6"
SAWCUT
LOC
STATION 107+42.00 TO STATION 111+70.00
TYPICAL NORMAL SECTION - US 113
STATION 102+50.00 TO STATION 107+42.00
TYPICAL NORMAL SECTION - US 113
D
8"
C
6"
B
4"
A
2"
PGDA
PGDA
PGA
PGA
2%
H I J K
100'
NOT TO SCALE TYPICAL SECTIONSPD
6
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
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COUNTYDESIGNED BY:
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C
D
E
F
G
H
I
J
K
L
G
GG
F
F
L
L
SHOULDER/LEFT TURN LANE
SAWCUT
SAWCUT**
** SAWCUT AT EXISTING EDGE OF SB TRAVEL LANE
SAWCUT
2'
E
SAWCUT**
6' TO 6.5'
VARIES
6.5' to 13'
VARIES
6' to 14.5'
VARIES
ITEM 301001 - GRADED AGGREGATE BASE COURSE, TYPE B
R/W
EXISTING
R/W
EXISTING
BASELINE
EXISTING R/W
R/W
EXISTING
BASELINE
EXISTING R/W
100' 100'
100'
R/W
EXISTING
EXISTING CURB
EXISTINGEXISTING EXISTINGEXISTING EXISTING
EXISTING EXISTINGEXISTINGEXISTING
NB TRAVEL LANE SB TRAVEL LANE
SB TRAVEL LANENB TRAVEL LANE
EXISTING
SHOULDER
K
8"
J
6"
I
4"2"
H
2'
6:1
(NON CARBONATE STONE)ITEM 401045 - SUPERPAVE, TYPE C, PG 70-22
PATCHINGITEM 301002 - GRADED AGGREGATE BASE COURSE, TYPE B,
6:1 MAX 6:1 MAX
ITEM 401015 - SUPERPAVE, TYPE B, PG 70-22
ITEM 401021 - SUPERPAVE, BCBC, PG 64-22
ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING
HOTMIX OVER CONCRETE
EXISTINGHOTMIX OVER CONCRETE
EXISTING
HOTMIX OVER CONCRETE
EXISTINGHOTMIX OVER CONCRETE
EXISTING
2%
9'
2%
4' TO 12'
VARIES
ITEM 701014 - P.C.C. CURB, TYPE 2 OVER 4" GABC, TYPE B
UNOFFICIAL WEBSITE
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10000
10001
10002 10003 10004
PO
B 5
00
+00.0
0
PO
E 5
17
+91.1
5
501+00 502+00 504+00 505+00 506+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 517+91
TP #4 DELDOT CAPTP #5 DELDOT CAP
TP #6 DELDOT CAP
TP #9 DELDOT CAP
TP #7 DELDOT CAP
TP #13 DELDOT CAP
TP #12 DELDOT CAP
TP #11 DELDOT CAP
TP #10 DELDOT CAP
60000
60003
60001
60002
50000
50001 50002 50003 50004
SCALE
FEET
0 60 120 180
10000 100+00.00 0.00 238353.4343 669638.2834
10001 105+00.00 0.00 237951.9265 669936.2624
10002 110+00.00 0.00 237550.4188 670234.2414
10003 115+00.00 0.00 237148.9110 670532.2204
10004 117+91.15 0.00 236915.1103 670705.7355
N
DATUM REFERENCE:
NOTE: NEGATIVE OFFSET DENOTES LEFT OF BASELINE.
(NAVD 88).
VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
NORTH AMERICAN DATUM OF 1983 (NAD 83).
HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM,
US 113 (DUPONT BLVD)
SR 321 (W
OO
D BRANCH RD)
507+00500+00
TP #3 DELDOT CAP
503+00
VERTICAL CONTROLHORIZONTAL AND
PD
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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
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STATION OFFSET EASTINGNORTHING
CONSTRUCTION ALIGNMENT CONTROL
POINT NO.
EXISTING R/W ALIGNMENT CONTROL
STATION OFFSET EASTINGNORTHING
HORIZONTAL / VERTICAL CONTROL DATA
ELEVATIONPOINT NO.
PROPOSED CONSTRUCTION BASELINE
EXISTING R/W BASELINE
POINT NO. STATION OFFSET NORTHING EASTING
50000 500+00.00 0.00 238347.1768 669629.8517
50001 505+00.00 0.00 237945.6690 669927.8307
50002 510+00.00 0.00 237544.1612 670225.8097
50003 515+00.00 0.00 237142.6534 670523.7887
50004 517+91.00 0.00 236908.8528 670697.3038
TP 3 N/A N/A 238376.8545 46.93669573.5148
TP 4 103+43.76 45.58' 238051.7185 46.46669808.5558
TP 5 108+30.29 40.12' 237664.2755 47.59670102.8898
TP 6 113+07.10 127.50' 237229.3215 45.94670316.8848
TP 7 116+60.87 42.38' 236995.9645 42.56670596.0638
TP 9 114+65.78 -71.20' 237220.3105 44.52670571.0048
TP 10 112+16.38 -162.22' 237474.8255 48.45670495.4668
TP 11 108+90.41 -93.66' 237695.7305 48.78670246.1488
TP 12 105+36.91 -23.34' 237937.6815 48.31669979.0078
TP 13 102+21.21 -86.02' 238228.5505 47.21669841.2008
60000 600+00.00 0.00 236957.8676 670331.4570
60001 605+00.00 0.00 237446.9374 670435.4317
60002 610+00.00 0.00 237936.0072 670539.4065
60003 611+48.39 0.00 238081.1566 670570.2648
100+00 101+00 102+00
609+00
610
+00
607+00
608+00
POE 6
11+48.39
PO
B 1
00
+00.0
0
611+
00
611+
48
601+
00
602+00
POB 6
00+00.00
600+00
605+00
606+00
603+00
604+00
PO
E 1
17+
91.15
108+00107+00 110+00109+00104+00103+00 106+00105+00 116+00115+00 117+91117+00112+00111+00 114+00113+00
PO
B 2
00+00.0
0
200+00
201+
00
202+00
203+00
SR 32
5 (A
LMS HO
USE
RD)
EQ. STA US 113 STA. 112+91.11 =
WOOD BRANCH RD STA. 603+66.80
WOOD BRANCH RD STA. 603+52.80
EQ. STA US 113 STA. 106+98.00 =
ALMS HOUSE RD STA. 203+37.75
ALMS HOUSE RD STA. 203+21.64
20001
20001
20000 200+00.00 0.00 237867.2983 669724.8079
20001 203+37.75 0.00 237792.9268 670054.2640
203+38
POE 2
03+37.75
EQ. STA US 113 STA. 506+85.80 = EQ. STA US 113 STA. 513+00.38 =
UNOFFICIAL WEBSITE
COPY
MA
TC
HLIN
E S
TA 10
8+
50
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
US 113 (DUPONT BLVD)
N
SCALE
FEET
0 30 60 90
TYPE 2 CURB
D.B. 2950-228
133-2.00-4.01
KRUGER FARMS INC
ALM
S HO
USE
RD
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
12' 12'
SAWCUT
SAWCUT
RM
C
RM
C
RM
CRM
C
DESCRIPTION
ROADWAY CORE SCHEDULE
NO. STATION OFFSET
15" HOT-MIX ASPHALT ON 4"+ FILLC-1 NB -25.13108+08.29
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
1 P.C.C. CURB,TYPE 2 264'
C
1
C-1 NB
CONSTRUCTION PLAN
CP-01
PD
8
CURB CURB
A
CA
CJ.W. J.W.
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
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ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
CP01(shift).d
gn
16:1
021-
AU
G-2019
2'
A
C
CONCRETE
CONCRETE
2* P.C.C. CURB,TYPE 2 199'
C
2
RM
C
CURB
RM
C
CONCRETE
SAWCUT
SAFETY END STRUCTURE
ITEM 702000-TRIANGULAR CHANNELIZING ISLANDS.
COST FOR CONSTRUCTING CURB IS INCIDENTAL TO*
TRM
TYPE 1
7 S.Y.
TRM
TYPE 1
5 S.Y.
6.5'6.5'
C
O
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
200+
00
201+00
202+
00
203+
00
203+
38
D.B. 4294-222
133-2.00-3.00
KRUGER FARMS INC
D.B. 2938-274
133-2.00-38.00
GEORGETOWN HOLDING LLC.
D.B. 0-0
133-2.00-36.00
LESTER H. BUNTING
D.B. 2455-194
133-2.00-40.02
LESTER H. BUNTING
D.B. 4394-222
133-2.00-40.00
KRUGER FARMS INC.
D.B. 2981-180
133-2.00-35.00
MARGARET V. LINGO
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00
100'
100'
50'
50'
PARCEL A
D.B. 1875-58
133-2.00-34.00
MARGARET V. LINGO
PARCEL B
D.B. 1875-58
133-2.00-34.00
MARGARET V. LINGO
100'
100'
D.I.
D.I.
HO
T
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
STONE
24265 24265
35389
24 207 24217-2 24217-1
12" RCP
24225
35382
KC 49
12" RCP
24265
35387 35386
35394
35385
15" PLASTIC PI
10"
30"18"12"12"
30"
36"
30"30"
12"12"
12"
12"
12"
12"
36"
36"35388
48"
12"
18"
12"
10"18"
36"
12"
36"
36"
36"
12" RCP
HOT
MIX
HO
T
MIX
&
ST
ON
E
FARMHOUSE
CONCRETE
CONCRETE
CONCRETE
CO
NC
RE
TE
HOT MIX OVER CONCRETE HOT MIX OVER CONCRETE
GRASS
GRASS
GRASS
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURBGRASS
RESIDENTIAL1 STORY
HOT MIX OVER CONCRETE
HOT MIX
HOT
MIXUNOFFICIAL
WEBSITE COPY
MA
TC
HLIN
E S
TA 10
8+
50
EXISTING R/W EXISTING R/W
EXISTING R/WEXISTING R/W
SCALE
FEET
0 30 60 90
N
US 113 (DUPONT BLVD)
WO
OD BRAN
CH RD
SPE
EDW
AY RD
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
SAWCUT
SAWCUT
12' 12'
RM
C
RM
C
RM
C
CURB
2' 2'
DESCRIPTION
ROADWAY CORE SCHEDULE
NO. STATION OFFSET
C-2 SB
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
NO.
DRAINAGE INLET SCHEDULE
BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.
C
3
DI
1
CONSTRUCTION PLAN
CP-02
PD
9
A
C
J.W.J.W.
J.W.
C
O
D.I.
RM
CCURB
3 P.C.C. CURB, TYPE 2 374'
ENGINEER.
MATCH EXISTING PIPE INVERT AT GIVEN STATION TO BE DETERMINED BY THE*
1 * 46.12-23.01111+74.51 34" x 18" I
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
CP02(shift).d
gn
16:1
021-
AU
G-2019
RM
CCURB
12'
C
O
C
O
A
CJ.W.
C
4
4* P.C.C. CURB, TYPE 2 74'
KRU
GER RD
SAWCUT
ITEM 702000-TRIANGULAR CHANNELIZING ISLANDS.
COST FOR CONSTRUCTING CURB IS INCIDENTAL TO*
TRMTYPE 15.5 S.Y.
15" HOT-MIX ASPHALT 10"+ FILLC-2 SB -6.5110+73.29
TRMTYPE 15.5 S.Y.
TRMTYPE 13.5 S.Y.A
C
A
C
CONCRETE
ON DT01 FOR SPECIFIC CURB OPENING.
PLEASE SEE CURB OPENING DETAIL **
**
600+00
601+00
602+00
603+00
604+
00
605+00
606+00
607+
00
608+00
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
D.B. 2950-228
133-2.00-4.01
KRUGER FARMS INC
D.B. 0-0
133-2.00-33.00
STATE OF DELAWARE
D.B. 3210-286
133-2.00-23.00
SEACOAST INVESTMENTS LLC.
D.B.4739-183
133-2.00-7.00
DAVID M. WYSOCKI & LISA D. ANGSTADT
509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00
25'
25'
25'
25'
25'
25'
D.B.1800-175
133-2.00-7.02
KENNETH P. MUMFORD
D.B.1790-104
133-2.00-7.01
NANCY JANE ROGERS
100'
100'
100'
100'
ST
ONE
STONE
24306 15" RCP
KC 50
ZB10 C
4X4 WOOD RAIL 4X4 WOOD RAIL 35402
35394
22085
ZB1 1B
35397
35395
ZB101B 5
35396
7' CHAIN LINK
15" RCP
15" RCP
15" RCP
ZB101 M
35398 35399
12" RCP
FENCE PANEL TIN 9 FT
24"
16"
18"
36"
18"30"
18" 16"
24"
18"
8"
30"
96"
22"
8"
12"
48"
3"
60"
5"
18"
30"
24"
18"
15"
2 STORY RESIDENTIAL
GRAVEL
HOT
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
&
ST
ON
E
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CO
NC
RE
TE
HOT MIX OVER CONCRETE
HOT MIX OVER CONCRETE
HOT MIX OVER CONCRETE
GRASS
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
GRASS
CO
NC
RE
TE
RESIDENTIAL
DRIV
EW
AY
HOT MIX OVER CONCRETEHOT MIX OVER CONCRETE
EM
D.I.
D.I.UNOFFICIAL WEBSITE
COPY
0
3
6
9
T
E
E
F
E
L
A
C
S
L
A
C
I
T
R
E
V
SCALE
FEET
0 30 60 90
PI11 15" RCP
DI
1
PROFILESPD
10
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
PF(shift).d
gn
16:1
021-
AU
G-2019
PF-01
40
STATION
Ele
v. 46.9
8
PVI
200
+90.7
8
Ele
v. 47.5
9
PV
C 2
02
+00.2
5
Ele
v. 47.7
0
PVI
202
+19.12
Ele
v. 47.8
8
PVT 2
02
+37.9
9
Ele
v. 48.4
5
PVI
202
+96.0
9
Slope = 0.01
Slope = 0.01
K = 106.32
G2 = 0.01
G1 = 0.01
L2 = 18.87'
L1 = 18.87'
LENGTH = 37.74'
46.5
5
46.7
8
47.0
3
47.2
1
47.4
7
47.7
5
48.5
5
47.0
3
47.3
1
47.5
9
48.0
0
ALMS HOUSE RD (SR 325)
40
5050
109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00
48.3
3
48.1
9
47.9
7
47.6
9
47.4
1
47.1
1
46.8
1
46.5
3
46.3
3
45.9
7
45.6
6
45.3
9
45.1
2
44.8
2
44.4
8
44.2
0
43.9
0
43.8
0
40
5050
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50
ELE
VA
TIO
N (
FT)
48.2
3
48.1
7
48.2
4
48.2
7
48.3
1
48.3
5
48.4
2
48.4
7
48.4
5
48.4
8
48.4
7
48.4
5
48.5
0
48.6
0
48.6
8
48.6
0
48.5
3
48.4
5
48.3
3
109+00
40
50
ELE
VA
TIO
N (
FT)
US 113 (DUPONT BLVD) SB
STATION
200+00
40
50
ELE
VA
TIO
N (
FT)
200+50 201+00 201+50 202+00 202+50 203+00 203+50
50
ELE
VA
TIO
N (
FT)
AT THE SPECIFIC LOCATION EACH BORING WAS PERFORMED AND ONLY TO THE DEPTH PENETRATED. NOTE: THE BORING DATA PROVIDED ON THE PROFILE SHEETS INDICATES THE SOIL CONDITION ONLY
EXISTING GROUND
EXISTING GROUND
50
ELE
VA
TIO
N (
FT)
40
US 113 (DUPONT BLVD) SB
STATION
ELE
VA
TIO
N (
FT)
EXISTING GROUND
48.3
3
48.19
47.9
7
47.6
9
47.4
1
47.11
46.8
1
46.5
3
46.3
3
45.9
7
45.6
6
45.3
9
45.12
44.8
2
44.4
8
44.2
0
43.9
0
43.8
0
48.2
3
48.17
48.2
4
48.2
7
48.3
1
48.3
5
48.4
2
48.4
7
48.4
5
48.4
8
48.4
7
48.4
5
48.5
0
48.6
0
48.6
8
48.6
0
48.5
3
48.4
5
48.3
3
UNOFFICIAL WEBSITE
COPY
2%
SAWCUT
SAWCUT
12'
2'
US 113 (DUPONT BLVD)
SAWCUT
SAWCUT
Alms
House R
d
6.5' 6.5'
SCALE
FEET
0 30 60 90
N
MA
TC
HLIN
E S
TA 10
8+
50
GEOMETRICSGRADES AND
GG-01
PD
11
ITEM 763501 - CONSTRUCTION ENGINEERING.
ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER6.
MATCH THE EXISTING PAVEMENT OR EXISTING CURB ELEVATIONS.
PROPOSED PAVEMENT OR CURBS THAT TIE INTO EXISTING PAVEMENT OR EXISTING CURBS SHALL5.
RADII ARE GIVEN TO THE EDGE OF PAVEMENT.4.
GIVEN AT 10 FOOT INTERVALS.
UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG INTERSECTION CURVES ARE3.
GIVEN AT THE EDGE OF PAVEMENT.
UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.
CONSTRUCTION BASELINE.
OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A MINUS SIGN ARE TO THE LEFT OF THE1.
NOTES:
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
60003
60000
60005
60002
60001
60004
60000 102+55.29 0.00
60002
60003
60004
60005
60007
-28.70
60008
60001 102+55.29 -4.00 238152.3078 669795.6439
60009
105+86.34 237886.4705 669992.9350
60010
60008
60009
60011
60012
60013
60010 202+02.43 237833.2727 669924.6485
60016
105+76.12 237871.1476 669955.1526
60014
105+73.65 237870.3276 669949.8918
60011 202+04.82 237828.0504 669925.9189
60012 202+71.64 237813.3356 669991.1038
60013 202+73.61 237818.0385 669994.1818
-10.81
32.97
37.68
-11.27
OFF.: -18.28'
ELE.: 48.04
OFF.: -17.44'
ELE.: 47.91
OFF.: -16.60'
ELE.: 47.78
OFF.: -15.76'
ELE.: 47.65
OFF.: -14.92'
ELE.: 47.52
OFF.: -12.63'
ELE.: 47.16
OFF.: -13.23'
ELE.: 47.26
OFF.: -14.08'
ELE.: 47.39 OFF.: -19.12'
ELE.: 48.17
OFF.: -19.96'
ELE.: 48.30
OFF.: -20.50'
ELE.: 47.72
OFF.: -20.50'
ELE.: 47.65
105+05.59 26.64 237931.5577 669918.2040
105+05.55 35.08 237926.5575 669911.4000
200+90.78 10.31 237857.3668 669815.6276
200+90.78 12.00 237835.6037 669810.7148
107+22.61 35.38 237752.0795 670040.5218
106+45.11 -29.20 237852.7998 670046.1922
106+45.11 237853.9917 670047.7982
60015
670056.7564237809.7041-12.00106+86.0260015
60007
60018
60006
60019
60014
60017
48.09
47.92
47.75
47.58
47.35
47.42
47.52
47.62
47.7247.8
247.9
248.03
48.14
48.2
5
48.2
3
48.2
1
48.19
48.17
48.15
48.13
48.16
48.0
6
47.96
47.86
47.76
47.66
47.56
47.46
47.36
47.26
47.1647.06
46.95
47.7747.80
47.82
47.85
47.8
7
47.9
0
47.9
2
47.9
5
47.9
7
47.9
9
46.74
46.88
47.02
47.16
47.30
47.47
47.68
47.77
46.55
107+22.65 27.66 237756.6501 670046.741360006
-6.00
-6.00
R=3'
R=3'
R=3'
R=83'
R=50' R=12
5'
670047.7982
669871.2243
237853.9917
237896.7932-61.01
106+45.11
201+36.33
60019
60018
60016
60017
48.36 48.38 48.4148.34
48.44 48.43 48.36 48.33 48.29 48.25 48.21
238148.4340 669790.4243
-6.50
48.45
-31.20
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
200+
00
201+00
202+
00
203+
00
203+
38
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
GG
01(Shift).d
gn
16:1
121-
AU
G-2019
UNOFFICIAL WEBSITE
COPY
2'
12' 12'
WO
OD BRAN
CH RD
US 113 (DUPONT BLVD)
KRU
GER RD
2%
MA
TC
HLIN
E S
TA 10
8+
50
SCALE
FEET
0 30 60 90
N
GEOMETRICSGRADES AND
GG-02
PD
12
OFF.: -20.51'
ELE.: 46.24
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
ITEM 763501 - CONSTRUCTION ENGINEERING.
ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER6.
MATCH THE EXISTING PAVEMENT OR EXISTING CURB ELEVATIONS.
PROPOSED PAVEMENT OR CURBS THAT TIE INTO EXISTING PAVEMENT OR EXISTING CURBS SHALL5.
RADII ARE GIVEN TO THE EDGE OF PAVEMENT.4.
GIVEN AT 10 FOOT INTERVALS.
UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG INTERSECTION CURVES ARE3.
GIVEN AT THE EDGE OF PAVEMENT.
UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.
CONSTRUCTION BASELINE.
OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A MINUS SIGN ARE TO THE LEFT OF THE1.
NOTES:
60021
112+46.15 237371.3498 670405.9909
112+68.65 0.00 237334.6854 670394.3479
60021 112+68.65 -7.93 237339.4089 670400.7125
60027 112+26.88 -11.49 237375.0779 670378.6826
60028 112+29.12 -6.50 237370.3016 670376.0098
60029 112+57.06 -6.50 237347.8678 670392.6591
60030 112+59.34 -11.45 237348.9857 670397.9924
60025 112+50.20 -22.15 237362.7095 670401.1362
60026 112+34.21 -21.10 237374.9229 670390.7651
60038
60037
60034
60036
60035
60036
111+92.77 -21.79 237408.6090 670366.6257
604+57.78 21.70 237401.1250 670447.8777
604+57.78 12.00 237403.1422 670438.3892
605+65.37 237506.0951 670471.5225
60037
605+65.37 237508.3825 670460.7629
OFF.: -20.50'
ELE.: 47.58
OFF.: -20.50'
ELE.: 47.46
OFF.: -20.50'
ELE.: 47.33
OFF.: -20.50'
ELE.: 47.11
OFF.: -20.50'
ELE.: 46.82
OFF.: -20.51'
ELE.: 46.50
60023
60023
60024
60024
60031
60031
60032
60035
60022
60022
60033
60033
60020
60020
60038
12.00
23.00
46.5
4
46.4
8
46.4546
.50
NOT TO SCALE
60025
60026
60027
60028
60029
60030
-31.20
111+71.08 -29.18 237430.4238 670359.6280
111+88.38 -29.20 237416.5488 670369.9585
48.21 48.17 48.09 48.05 47.95 47.85 47.73 47.59 47.45 47.31 47.17 47.02 46.8746.8
0
46.7
5
46.70
46.66
46.89
47.0
5
47.0
9
46.7446.69
46.4
3
46.36
46.6
9
46.72
60032
111+63.10 237426.5983 670341.0784
111+91.02 -19.95
-12.00
237408.9148 670364.1052
604+74.88 23.00 237417.5816 670452.704860034
600+00
601+00
602+00
603+00
604+
00
605+00
606+00
607+
00
608+00
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
SAWCUT
SAWCUT
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
GG
02(Shift).d
gn
16:1
121-
AU
G-2019
SAWCUT
R=81'
R=3'
R=10'
R=3'
R=5'
R=53'
UNOFFICIAL WEBSITE
COPY
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
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019
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
N/A
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NOT TO SCALE CONSTRUCTION DETAILS
DT-01
PD
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R=5'
R=2'
60054
60052
60053
60051 60050
COORDINATE LIST
POINT NO. STATION OFFSET NORTHING EASTING
111+88.65 -18.56 237409.9957 670361.573260050
111+87.40 -22.30 237413.2178 670363.830560051
111+90.47 -23.89 237411.7082 670366.937260052
111+85.89 -25.38 237416.2696 670365.404360053
111+92.57 -26.94 237411.8334 670370.639260054
2'
NOT TO SCALE
3' TO 5'
Varies
3' TO 5'
Varies
AB B
ITEM 701014 - P.C.C. CURB, TYPE 2 OVER 4" GABC
A
B
LEGEND
TYPICAL SECTION A
A
A
TURN LANE
PROPOSED
TURN LANE
PROPOSED
46.66
46.21
46.1346.12
.08% R=16'
R=2'
ITEM 763501 - CONSTRUCTION ENGINEERING.
ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER4.
RADII ARE GIVEN TO THE EDGE OF PAVEMENT.3.
GIVEN AT THE EDGE OF PAVEMENT.
UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.
CONSTRUCTION BASELINE.
OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A MINUS SIGN ARE TO THE LEFT OF THE1.
NOTES:
3'
2'
4%15%
ITEM 705005 - P.C.C. SIDEWALK, 8" OVER 4" GABC
DI
1UNOFFICIAL WEBSITE
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House
Ditch
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325
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AR RD
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AHEAD
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ALMS HOUSE
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113
113
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
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G-2019
NOT TO SCALECONTROL PLAN - PHASE 1
M.O.T., AND EROSIONCONSTRUCTION PHASING,
CS-01
PD
14
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
N
48" x 48"
W20-1
48" x 24"
G20-2
36" x 48" 36" x 48"
THE DELAWARE MUTCD.
PER THE MANUFACTURER'S RECOMMENDATIONS. THE TMA SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6F OF
TEMPORARY TRAFFIC BARRIER PLACEMENT OR AS DIRECTED BY THE ENGINEER. THE ROLL AHEAD DISTANCE SHALL BE AS
OPERATIONS: TEMPORARY/PERMANENT PAVEMENT MARKINGS, ROADSIDE SPRAYING, PATCHING, MILLING, SWEEPING,
A TYPE II TRUCK MOUNTED ATTENUATOR (TMA) SHALL BE REQUIRED ON THIS PROJECT DURING THE FOLLOWING PAVEMENT3.
OF THE CONTRACT AS DIRECTED BY THE ENGINEER. ALL REPAIRS ARE AT THE CONTRACTORS EXPENSE AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING PAVEMENT WITHIN THE PROJECT LIMITS FOR THE DURATION5.
801000 - MAINTENANCE OF TRAFFIC.
MAINTAINED THROUGHOUT CONSTRUCTION. ALL WORK AND MATERIALS TO PROVIDE AND MAINTAIN THIS DRAINAGE SHALL BE INCIDENTAL TO ITEM
THE ROADWAY AND SHOULDER WORK SHALL BE PERFORMED IN A MANNER SUCH THAT POSITIVE DRAINAGE OF THE ROADWAY SURFACE IS 6.
CONTRACTOR SHALL RESTORE EXISTING TRAFFIC PATTERNS ON US 113 AT THE END OF EACH WORKING DAY.7.
MAINTENANCE OF TRAFFIC DURING LANE CLOSURES AND LANE SHIFTS SHALL CONFORM TO TYPICAL APPLICATION 3A AND 33 OF THE DELAWARE MUTCD.1.
VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH TABLE 6G-1 OF THE DELAWARE MUTCD.
UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE MATERIAL WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM.
SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS EVENTUALLY
PUSHED AHEAD AND USED IN THE NEXT SEGMENT AND SHALL BE INCIDENTAL TO THE PARTICULAR BASE COURSE PAY ITEM. NO SEPARATE PAYMENT
SHALL BE PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE 6G-1 AND SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE
TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS SHALL BE INCIDENTAL TO ITEM NO. 801000 - MAINTENANCE OF TRAFFIC. THE BASE COURSE MATERIAL
GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET BETWEEN TRAVEL LANES AND PAVEMENT BOX, EDGE OF
e. EDGE OF ROADWAY DROP-OFF
d. EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY(LANES AND SHOULDER) AND THE PROPOSED ROAD CONSTRUCTION
c. LOW VOLUME ACCESS RAMPS (IDENTIFIED IN THE CONTRACT DOCUMENTS)
b. ENTRANCES
a. DRIVEWAYS
MILLINGS AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE MATERIAL FROM UNRAVELLING:
MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD PATCH. ALL
MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A BUSINESS, RESIDENCE, OR EDGE DROP OFF NEEDS TO BE
AS NOTED IN THE CONTRACT DOCUMENTS. TAPER MILL BITUMINOUS CONCRETE SHALL BE PAID UNDER THE BITUMINOUS CONCRETE MILLING ITEM.
DOCUMENTS OR APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE OR BITUMINOUS CONCRETE WEDGE SHALL BE PAID
CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE, BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT
AND LONGITUDINAL DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS OTHERWISE DESIGNATED TO BE USED IN THE
ACCESS RAMP FOR THE PURPOSE OF PROVIDING A TEMPORARY ROADWAY SURFACE, POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTT JOINTS,
THE USE OF MILLINGS AND GRADED AGGREGATE BASE COURSE (GABC) IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME ENTRANCES AND 2.
GENERAL MOT NOTES
DATEDELDOT STORMWATER ENGINEER
CONSTRUCTION WILL BE ACCOMPLISHED PURSUANT TO THE PLAN."OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS AND THAT ALL CLEARING, GRADING, AND"I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THESE PLANS MEET THE REQUIREMENTS
APPROPRIATE MODIFICATIONS.
ENGINEER WILL REVIEW THE CURRENT SEDIMENT AND STORMWATER MANAGEMENT PLAN AND ISSUE AN EXTENSION WITH ANY
MONTHS PRIOR TO THE EXPIRATION OF THE APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS. THE STORMWATER
THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE FIVE YEARS, THE CONTRACTOR WILL INFORM THE ENGINEER THREE
BEGINNING ON THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET. IF THE FINAL ACCEPTANCE OF
DELDOT'S DELEGATED AUTHORITY. THE SEDIMENT AND STORMWATER MANAGEMENT PLANS ARE VALID FOR A FIVE YEAR PERIOD,
THE SEDIMENT AND STORMWATER MANAGEMENT PLANS HAVE BEEN APPROVED BY DELDOT'S STORMWATER ENGINEER UNDER8.
9.
FOR THIS PROJECT
EROSION POTENTIAL
( ) MAJOR
NONE
CONTRACTOR EROSION AND SEDIMENT CONTROL SUPERVISOR REQUIREMENT
STORMWATER REGULATIONS.
CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND
SEDIMENT AND STORMWATER REGULATIONS.
CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE
THE DISTURBED AREA FOR THIS PROJECT IS 1.20 ACRES.10.
PCMS SHALL HAVE THE FOLLOWING MESSAGE.
OF CONSTRUCTION AND 5 DAYS AFTER ANY TRAFFIC PATTERN CHANGE. DISPLAY MESSAGE A FOR 10 DAYS PRIOR TO WORK. THE
WITH THE DISTRICT SAFETY OFFICER . THE PCMS SHOULD BE PLACED A MINIMUM OF TEN (10) DAYS PRIOR TO THE BEGINNING
ALONG US 113 NORTHBOUND AND SOUTHBOUND DIRECTIONS PRIOR TO THE WORK AREA. PLACEMENT SHALL BE COORDINATED
THE CONTRACTOR SHALL SUPPLY PORTABLE MESSAGE BOARDS (PCMS) UNDER ITEM 803001. THREE PCMS WILL BE PLACED4.
DELAYS
EXPECT
LANE CLOSURE RESTRICTIONS FOR US 113 SB SHALL COMPLY WITH TABLE 1.11.
Table 1: Allowable Lane Closure Hours
( ) INSIGNIFICANT
( X ) MINOR
UNOFFICIAL WEBSITE
COPY
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
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USE
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US 113 (DUPONT BLVD)
SEQUENCE OF CONSTRUCTION - PHASE 1
1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.
2. INSTALL ALL EROSION AND SEDIMENT CONTROL.
7. GRADE AND CONSTRUCT PROPOSED CURB.
3. SHIFT TRAFFIC ON US 113 SB USING TA 33 AND TA 3A REFERENCED FROM THE DE MUTCD.
UPSTREAM.
6. CONSTRUCT PROPOSED DRAINAGE INLET. EXCAVATE AND CONSTRUCT PROPOSED DRAINAGE DITCH WORKING
LENGTH (REQUIRED) = (12 FT WIDTH X 55 MPH = 660 FT
LENGTH (PROVIDED) = 660 FT
CONTROL PLAN - PHASE 1M.O.T., AND EROSION
CONSTRUCTION PHASING,
CS-02
PD
EXISTING STRIPING
EXISTING STRIPING
EXISTING STRIPING
15
PHASE 1
PHASE 1
PHASE 1
SPE
EDW
AY RD
66O' DRUM TAPER
CFL
SSF
SSF
RSF
EROSION & SEDIMENT CONTROL
COMPOST FILTER LOG
COMPOST FILTER LOG / LENGTH
DEWATERING BAG
DEWATERING BASIN
EARTH DIKE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STONE CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE / LENGTH
SILT FENCE
REINFORCED SILT FENCE / LENGTH
REINFORCED SILT FENCE
SUPER SILT FENCE / LENGTH
SUPER SILT FENCE
SUMP PIT
SEDIMENT TRAP / NUMBER
SEDIMENT TRAP
SEDIMENT TRAP WITH INLET AS OUTLET
SEDIMENT TRAP PIPE OUTLET
STILLING WELL
TEMPORARY SWALE
TEMPORARY SLOPE DRAIN
TURBIDITY CURTAIN / LENGTH
TURBIDITY CURTAIN
CFL
SP
ST
ST
ST
DWB
ED
RSF
SCE
SF T
PST
SB
SBD
SF
TSD
SW
ST
ROAD WORK
END
PHASE
CSF
XXX
CSF
CONSTRUCTION PHASING & M.O.TCONSTRUCTION PHASING & M.O.T
BARRICADE, TYPE 3
CONCRETE SAFETY BARRIER - PORTABLE
CONSTRUCTION SAFETY FENCE / LENGTH
CONSTRUCTION SAFETY FENCE
CONSTRUCTION WARNING SIGN LOCATION
CONSTRUCTION WARNING SIGN
CRASH CUSHION ARRAY
DRUM - TRAFFIC CONTROL
FLAGGER LOCATION
PHASING TRAFFIC FLOW ARROW
TEMPORARY CONSTRUCTION
TEMPORARY PAVEMENT MARKING ARROW
TRUCK WITH MOUNTED ATTENUATOR
WORK AREA - ACTIVE PHASE
8. POUR CONCRETE FOR PROPOSED BULLET-NOSED ISLAND. FOLLOW DETAIL ON CONCSTRUCTION DETAIL SHEET.
9. POUR CONCRETE FOR PROPOSED CHANNELIZING ISLAND.
11. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.
4. FOLLOW TIME RESTRICTIONS SHOWN ON GENERAL TRAFFIC NOTES.
12. REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER PERMANENT STABILIZATION.
5. EXCAVATE AND CONSTRUCT PROPOSED DRIVEWAY LOCATED ON WOOD BRANCH RD.
10. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.
D.I.
D.I.
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
200+
00
201+00
202+
00
203+
00
203+
38
24265 24265
35389
24 207 24217-2 24217-1
12" RCP
24225
12" RCP
24265
35387 35386
35394
35385
15" PLASTIC PI
35388
12" RCP UNOFFICIAL WEBSITE
COPY
CONTROL PLAN - PHASE 1M.O.T., AND EROSION
CONSTRUCTION PHASING,
CS-03
PD
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TC
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0 30 60 90
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EDW
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WO
OD BRAN
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US 113 (DUPONT BLVD)
N
KRU
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EXISTING STRIPING
EXISTING STRIPING
16
PHASE 1
PHASE 1
PHASE 1
EXIS
TIN
G ST
RIPIN
G
EXIS
TIN
G ST
RIPIN
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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
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CFL
SSF
SSF
RSF
EROSION & SEDIMENT CONTROL
COMPOST FILTER LOG
COMPOST FILTER LOG / LENGTH
DEWATERING BAG
DEWATERING BASIN
EARTH DIKE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STONE CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE / LENGTH
SILT FENCE
REINFORCED SILT FENCE / LENGTH
REINFORCED SILT FENCE
SUPER SILT FENCE / LENGTH
SUPER SILT FENCE
SUMP PIT
SEDIMENT TRAP / NUMBER
SEDIMENT TRAP
SEDIMENT TRAP WITH INLET AS OUTLET
SEDIMENT TRAP PIPE OUTLET
STILLING WELL
TEMPORARY SWALE
TEMPORARY SLOPE DRAIN
TURBIDITY CURTAIN / LENGTH
TURBIDITY CURTAIN
CFL
SP
ST
ST
ST
DWB
ED
RSF
SCE
SF T
PST
SB
SBD
SF
TSD
SW
ST
ROAD WORK
END
PHASE
CSF
XXX
CSF
CONSTRUCTION PHASING & M.O.T
BARRICADE, TYPE 3
CONCRETE SAFETY BARRIER - PORTABLE
CONSTRUCTION SAFETY FENCE / LENGTH
CONSTRUCTION SAFETY FENCE
CONSTRUCTION WARNING SIGN LOCATION
CONSTRUCTION WARNING SIGN
CRASH CUSHION ARRAY
DRUM - TRAFFIC CONTROL
FLAGGER LOCATION
PHASING TRAFFIC FLOW ARROW
TEMPORARY CONSTRUCTION
TEMPORARY PAVEMENT MARKING ARROW
TRUCK WITH MOUNTED ATTENUATOR
WORK AREA - ACTIVE PHASE
SEQUENCE OF CONSTRUCTION - PHASE 1
1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.
2. INSTALL ALL EROSION AND SEDIMENT CONTROL.
7. GRADE AND CONSTRUCT PROPOSED CURB.
3. SHIFT TRAFFIC ON US 113 SB USING TA 33 AND TA 3A REFERENCED FROM THE DE MUTCD.
UPSTREAM.
6. CONSTRUCT PROPOSED DRAINAGE INLET. EXCAVATE AND CONSTRUCT PROPOSED DRAINAGE DITCH WORKING
8. POUR CONCRETE FOR PROPOSED BULLET-NOSED ISLAND. FOLLOW DETAIL ON CONCSTRUCTION DETAIL SHEET.
9. POUR CONCRETE FOR PROPOSED CHANNELIZING ISLAND.
11. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.
4. FOLLOW TIME RESTRICTIONS SHOWN ON GENERAL TRAFFIC NOTES.
12. REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER PERMANENT STABILIZATION.
5. EXCAVATE AND CONSTRUCT PROPOSED DRIVEWAY LOCATED ON WOOD BRANCH RD.
10. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.
EM
D.I.
D.I.
600+00
601+00
602+00
603+00
604+
00
605+00
606+00
607+
00
608+00
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
24306 15" RCP
KC 50
ZB10 C
4X4 WOOD RAIL 4X4 WOOD RAIL 35402
35394
22085
ZB1 1B
35397
35395
ZB101B 5
35396
7' CHAIN LINK
15" RCP
15" RCP
15" RCP
ZB101 M
35398 35399
12" RCP
FENCE PANEL TIN 9 FT UNOFFICIAL WEBSITE
COPY
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
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US 113 (DUPONT BLVD)
CS-04
PD
EXISTING STRIPING
EXISTING STRIPING
17
PHASE 2
PHASE 2
PHASE 2
SPE
EDW
AY RD
LENGTH (REQUIRED) = (12 FT WIDTH X 55 MPH = 660 FT
LENGTH (PROVIDED) = 660 FT
66O' DRUM TAPER
CONTROL PLAN - PHASE 2M.O.T., AND EROSION
CONSTRUCTION PHASING,
PH
ASE 2
PH
ASE 2
EXISTING STRIPING
EXISTING STRIPING
CFL
SSF
SSF
RSF
EROSION & SEDIMENT CONTROL
COMPOST FILTER LOG
COMPOST FILTER LOG / LENGTH
DEWATERING BAG
DEWATERING BASIN
EARTH DIKE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STONE CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE / LENGTH
SILT FENCE
REINFORCED SILT FENCE / LENGTH
REINFORCED SILT FENCE
SUPER SILT FENCE / LENGTH
SUPER SILT FENCE
SUMP PIT
SEDIMENT TRAP / NUMBER
SEDIMENT TRAP
SEDIMENT TRAP WITH INLET AS OUTLET
SEDIMENT TRAP PIPE OUTLET
STILLING WELL
TEMPORARY SWALE
TEMPORARY SLOPE DRAIN
TURBIDITY CURTAIN / LENGTH
TURBIDITY CURTAIN
CFL
SP
ST
ST
ST
DWB
ED
RSF
SCE
SF T
PST
SB
SBD
SF
TSD
SW
ST
ROAD WORK
END
PHASE
CSF
XXX
CSF
CONSTRUCTION PHASING & M.O.T
BARRICADE, TYPE 3
CONCRETE SAFETY BARRIER - PORTABLE
CONSTRUCTION SAFETY FENCE / LENGTH
CONSTRUCTION SAFETY FENCE
CONSTRUCTION WARNING SIGN LOCATION
CONSTRUCTION WARNING SIGN
CRASH CUSHION ARRAY
DRUM - TRAFFIC CONTROL
FLAGGER LOCATION
PHASING TRAFFIC FLOW ARROW
TEMPORARY CONSTRUCTION
TEMPORARY PAVEMENT MARKING ARROW
TRUCK WITH MOUNTED ATTENUATOR
WORK AREA - ACTIVE PHASE
SEQUENCE OF CONSTRUCTION - PHASE 2
1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.
5. POUR CONCRETE FOR PROPOSED ISLAND.
7. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.
3. REMOVE CONCRETE AND CURB FROM CHANNELIZED ISLAND LOCATED ON ALMS HOUSE RD.
4. GRADE AND FORM PROPOSED CURB.
2. INCORPORATE ALMS HOUSE RD DETOUR AS SHOWN IN THE DETOUR PLAN.
6. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.
D.I.
D.I.
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
200+
00
201+00
202+
00
203+
00
203+
38
35382
KC 49
24265 24265
35389
24 207 24217-2 24217-1
12" RCP
24225
12" RCP
24265
35387 35386
35394
35385
15" PLASTIC PI
35388
12" RCP UNOFFICIAL WEBSITE
COPY
CS-05
PD
MA
TC
HLIN
E S
TA 10
8+
50
SCALE
FEET
0 30 60 90
SPE
EDW
AY RD
WO
OD BRAN
CH RD
US 113 (DUPONT BLVD)
N
KRU
GER RD
EXISTING STRIPING
EXISTING STRIPING
18
PHASE 2
PHASE 2
PHASE 2
EXIS
TIN
G ST
RIPIN
G
EXIS
TIN
G ST
RIPIN
G
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
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EP-2019
CONTROL PLAN - PHASE 2M.O.T., AND EROSION
CONSTRUCTION PHASING,
PH
ASE 2
PH
ASE 2
PH
ASE 2
PH
ASE 2
CFL
SSF
SSF
RSF
EROSION & SEDIMENT CONTROL
COMPOST FILTER LOG
COMPOST FILTER LOG / LENGTH
DEWATERING BAG
DEWATERING BASIN
EARTH DIKE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STONE CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE / LENGTH
SILT FENCE
REINFORCED SILT FENCE / LENGTH
REINFORCED SILT FENCE
SUPER SILT FENCE / LENGTH
SUPER SILT FENCE
SUMP PIT
SEDIMENT TRAP / NUMBER
SEDIMENT TRAP
SEDIMENT TRAP WITH INLET AS OUTLET
SEDIMENT TRAP PIPE OUTLET
STILLING WELL
TEMPORARY SWALE
TEMPORARY SLOPE DRAIN
TURBIDITY CURTAIN / LENGTH
TURBIDITY CURTAIN
CFL
SP
ST
ST
ST
DWB
ED
RSF
SCE
SF T
PST
SB
SBD
SF
TSD
SW
ST
ROAD WORK
END
PHASE
CSF
XXX
CSF
CONSTRUCTION PHASING & M.O.T
BARRICADE, TYPE 3
CONCRETE SAFETY BARRIER - PORTABLE
CONSTRUCTION SAFETY FENCE / LENGTH
CONSTRUCTION SAFETY FENCE
CONSTRUCTION WARNING SIGN LOCATION
CONSTRUCTION WARNING SIGN
CRASH CUSHION ARRAY
DRUM - TRAFFIC CONTROL
FLAGGER LOCATION
PHASING TRAFFIC FLOW ARROW
TEMPORARY CONSTRUCTION
TEMPORARY PAVEMENT MARKING ARROW
TRUCK WITH MOUNTED ATTENUATOR
WORK AREA - ACTIVE PHASE
SEQUENCE OF CONSTRUCTION - PHASE 2
1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.
5. POUR CONCRETE FOR PROPOSED ISLAND.
7. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.
3. REMOVE CONCRETE AND CURB FROM CHANNELIZED ISLAND LOCATED ON ALMS HOUSE RD.
4. GRADE AND FORM PROPOSED CURB.
2. INCORPORATE ALMS HOUSE RD DETOUR AS SHOWN IN THE DETOUR PLAN.
6. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.
EM
D.I.
600+00
601+00
602+00
603+00
604+
00
605+00
606+00
607+
00
608+00
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
35394
22085
ZB1 1B
35397
35395
ZB101B 5
35396
7' CHAIN LINK
15" RCP
15" RCP
15" RCP
35398 35399
FENCE PANEL TIN 9 FT
24306
15" RCP
KC 50
ZB10 C
4X4 WOOD RAIL 4X4 WOOD RAIL 35402
ZB101 M
12" RCP
UNOFFICIAL WEBSITE
COPY
UNOFFICIAL WEBSITE
COPY
ALM
S HO
USE
RD
12'
SCALE
FEET
0 30 60 90
EXISTING R/W
EXISTING R/W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
MA
TC
HLIN
E S
TA 10
8+
50
N
AND CONDUIT PLANSIGNING, STRIPING
SS-01
PD
20
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
SS01(shift).d
gn
11:0
404-S
EP-2019
US 113 (DUPONT BLVD)
MATCH EXISTING STRIPING
SS-01
1A
SS-01
1B
SS-01
1C
SS-01
2
SS-01
4E
SS-01
3
SS-01
4A
SS-01
4B
SS-01
4C
SS-01
4D
SS-01
5
SS-01
6
SS-01
7
SS-01
8A
SS-01
8B
SS-01
8C
SS-01
9A
SS-01
9B
SS-01
9C
SS-01
9D
6.5'6.5'
SS-01
10A
SS-01
10B
EXISTING STRIPING
EXISTING STRIPING
EXISTING STRIPING
EXISTING STRIPING
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
200+
00
201+00
202+
00
203+
00
203+
38
D.I.
D.I.
24265 24265
35389
24 207 24217-2 24217-1
12" RCP
24225
35382
KC 49
12" RCP
24265
35387 35386
35394
35385
15" PLASTIC PI
35388
12" RCP
TYPE 2 CURB
HO
T
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
STONE
10"
30"18"12"12"
30"
36"
30"30"
12"12"
12"
12"
12"
12"
36"
36"
48"
12"
18"
12"
10"18"
36"
12"
36"
36"
36"
HOT
MIX
HO
T
MIX
&
ST
ON
E
FARMHOUSE
CONCRETE
CONCRETE
CONCRETE
CO
NC
RE
TE
HOT MIX OVER CONCRETE HOT MIX OVER CONCRETE
GRASS
GRASS
GRASS
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURBGRASS
RESIDENTIAL1 STORY
HOT MIX OVER CONCRETE
HOT MIX
HOT
MIX
PAVEMENT MARKINGS LEGEND
ITEMSYMBOL QUANTITY
B
C
D
5" DOTTED - 2' LINE & 6' GAP (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE
SYMBOL/LEGEND, (ITEM 817002)
ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE
96 LF
5" SOLID (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW
15.5 SF
B
B
C D
A5" SOLID (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE
E16" SOLID, (ITEM 817002)
ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE
256 LF
A
A A
1020 LF
22 SF
B
E
NOT
ENTER
DO
STOP
STOP
House Rd
Alms
TRAFFIC
ENTERING
WATCH FOR
ONE WAY
Alms House Rd
Dupont Blvd
NOT
ENTER
DO
ONLY
SOUTH
113
ONE WAY
ONLY
Speedway Rd
UNOFFICIAL WEBSITE
COPY
N
SCALE
FEET
0 30 60 90
12' 12'
WO
OD BRAN
CH RD
US 113 (DUPONT BLVD)
SPE
EDW
AY RD
EXISTING STRIPING
EXISTING STRIPING
AND CONDUIT PLANSIGNING, STRIPING
SS-02
PD
21
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
SS02(shift).d
gn
11:0
504-S
EP-2019
EXIS
TIN
G ST
RIPIN
G
EXISTING STRIPING
MA
TC
HLIN
E S
TA 10
8+
50
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
N
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
SS-02
1
SS-02
2A
SS-02
2B
SS-02
3A
SS-02
3B
SS-02
3C
SS-02
6A
SS-02
6B
SS-02
5A
SS-02
5B
SS-02
4A
SS-02
4B
SS-02
7
SS-02
8
SS-02
9A
SS-02
9B
SS-02
16
SS-02
17
SS-02
10A
SS-02
10B
SS-02
10C
SS-02
11A
SS-02
11B
SS-02
11C
SS-02
12A
SS-02
12B
SS-02
13A
SS-02
13B
SS-02
14A
SS-02
14B
SS-02
14C
SS-02
15A
SS-02
15B
SS-02
15C
EM
600+00
601+00
602+00
603+00
604+
00
605+00
606+00
607+
00
608+00
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
24306 15" RCP
KC 50
ZB10 C
4X4 WOOD RAIL 4X4 WOOD RAIL 35402
35394
22085
ZB1 1B
35397
35395
ZB101B 5
35396
7' CHAIN LINK
15" RCP
15" RCP
15" RCP
ZB101 M
35398 35399
12" RCP
FENCE PANEL TIN 9 FT
ST
ONE
STONE
24"
16"
18"
36"
18"30"
18" 16"
24"
18"
8"
30"
96"
22"
8"
12"
48"
3"
60"
5"
18"
30"
24"
18"
15"
2 STORY RESIDENTIAL
GRAVEL
HOT
MIX
HO
T
MIX
HO
T
MIX
HO
T
MIX
&
ST
ON
E
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CO
NC
RE
TE
HOT MIX OVER CONCRETE
HOT MIX OVER CONCRETE
HOT MIX OVER CONCRETE
GRASS
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
TYPE 2 CURB
GRASS
CO
NC
RE
TE
RESIDENTIAL
DRIV
EW
AY
HOT MIX OVER CONCRETEHOT MIX OVER CONCRETE
PAVEMENT MARKINGS LEGEND
ITEMSYMBOL QUANTITY
A
B
C
D
5" DOTTED - 2' LINE & 6' GAP (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE
SYMBOL/LEGEND, (ITEM 817002)
ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE
31 LF
5" SOLID (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW
5" SOLID (ITEM 817013)
EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE324 LF
410 LF
A
B
C
D
E
E
31 SF
42 SF16" SOLID, (ITEM 817002)
ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE
D
B
A
ONE WAY
YIELD
YIELD
Branch Rd Wood
Kruger Rd
Dupont Blvd
Kruger Rd
113
SOUTH
113
NORTH
ONE WAY
Speedway Rd
Dupont Blvd
Alms House Rd
Dupont Blvd
TRAFFIC
ENTERING
WATCH FORSpeedway Rd
113
SOUTH
113
NORTH
JCT
113
NORTH
UNOFFICIAL WEBSITE
COPY
INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD
CONTRACT
T201904003
COUNTYDESIGNED BY:
CHECKED BY:
N/ABRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.ASH
MSW
\\
DO
TF
S08\cadd\
Activ
e_
Desig
ns\
SU
SS
EX\
113\road\
T2
01904
003
_05\
Pla
ns\
CurbShift\
Sig
nSchedule(Shift).d
gn
09:1
805-S
EP-2019
AND CONDUIT PLANSIGNING, STRIPING
NOT TO SCALE AND CONDUIT PLANSIGNING, STRIPING
SS-03
TR
22
UNOFFICIAL WEBSITE
COPY