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E IN L H C T A M - Delawaregssdocs.deldot.delaware.gov/bids/T201609002_Soil Boring Plans.pdfex-sig...
34
CONTRACT T201609002 COUNTY DESIGNED BY: CHECKED BY: BRIDGE NO. ADDENDA / REVISIONS SECTION SHEET NO. 26-OCT-2020 09:19 pw://deldot-pw.bentley.com:deldot-pw-01/Documents/01_Active_Projects/DelDOT_Capital_Projects/T201609002_1769_4B_CEI/400_CADD/420_ROAD/424_DISPLAYS/BO01_RDSF_T201609002_CEI INTERCHANGE I-95 AND SR 896 CEI K. SMAGALA S. PENOZA NEW CASTLE N/A GASLI NE MARKER D P - G 12 " S ( B ) DP-G (B) D P - G ( B ) D P - G ( B ) E X - S I G V E R - C ( B ) V E R - C ( B ) V E R - C ( B ) E X - S I G E X - S I G E X - S I G S Z - W ( D ) SZ-W (D) SZ-W (D) S Z - W ( D ) S Z - W ( D ) S Z - W ( D ) VER-C (B) V E R - C ( B ) V E R - C ( B ) N CC - S 8 " P V C N CC - S 8 " P V C NCC-S 8"VCP DP-G 4"P (C) V E R - C ( C ) VER-C (C) E X - S I G E X - S I G NCC-S 8"PVC N CC - S 8 " P V C N CC - S 8 " P V C N CC - S 8 " P V C E X - DO T - E ( B ) N CC - S 8 " E X - S I G ( B ) E X - S I G ( B ) E X - S I G ( B ) E X - S I G ( B ) E X - S I G ( B ) E X - S I G ( B ) E X - DO T - E ( B ) E X - DO T - E ( B ) EX-SIG (B) EX-SIG (B) E X - S I G ( B ) E X - DO T - E ( B ) E X - DO T - E ( B ) E X - DO T - E ( B ) E X - D O T - E ( B ) E X - DO T - E ( B ) E X - S I G ( B ) E X - S I G ( B ) E X - DO T - E ( B ) E X - D O T - E E X - DO T - E ( B ) EX-SIG (B) E X - S I G ( B ) E X - D O T - E ( B ) EX-DOT-E (B) VER-C (D) VER-C (D) VER-C (D) VER-C (D) VER-C (D) V E R - C ( D ) D P - G 12 " S ( B ) 4 0 ' 40 ' 40 ' 40 ' EXISTING R/W 119.47' 181' E X I S T I NG R / W STA. 38+15.32 BEGIN DA STA. 42+35.19 END DA STA. 42+58.99 BEGIN DA E X I S T I NG R / W E X I S T I NG R / W 120 EASEMENT STATION REGULATOR DP&L GAS 20' X 20' 20100430-0021028 INSTR. ANGEL MORALES 11-013.00-050 DR 622-348 & KHUE N. MOLLIGAN, H/W DANNY J. MOLLIGAN 11-013.00-062 MF 9330 DR 1843-301 RICHARD L. SCHAFER 11-014.30-083 INSTR. 20161011-0051847 JESSICA M. DANT 11-013.00-063 DR 1410-293 DIVISION OF HIGHWAYS DEPARTMENT OF TRANSPORTATION STATE OF DELAWARE 11-013.00-051 DR 1410-293 DIVISION OF HIGHWAYS DEPARTMENT OF TRANSPORTATION STATE OF DELAWARE 11-013.00-051 DR 1569-318 DIVISION OF HIGHWAYS DEPARTMENT OF TRANSPORTATION STATE OF DELAWARE 11-013.00-052 DR 1569-318 DIVISION OF HIGHWAYS DEPARTMENT OF TRANSPORTATION STATE OF DELAWARE 11-013.00-052 DR 1429-183 DIVISION OF HIGHWAYS TRANSPORTATION DEPARTMENT OF STATE OF DELAWARE 11-013.00-053 DR 1429-183 DIVISION OF HIGHWAYS TRANSPORTATION DEPARTMENT OF STATE OF DELAWARE 11-013.00-053 DR 622-348 & KHUE N. MOLLIGAN, H/W DANNY J. MOLLIGAN 11-013.00-062 MF 9330 DR 1843-301 RICHARD L. SCHAFER 11-014.30-083 MF 9330 INSTR. 20081208-0078478 ELIZABETH A. HENDERSON RYAN E. HENDERSON & 11-014.30-082 DR 963-296 DEBRA L. COX 11-014.00-006 INSTR. 20020501-0040660 & NANCY C. CONNELL, H/W AURENCE R. CONNELL 11-014.00-075 DR 2857-200 TROY J. HAGEDORN 11-014.00-005 107 108 206 208 207 209 210 207 121 122 123 108 223 121 122 123 MF 9330 INSTR. 20090827-0056270 KIA O. WYATT 11-014.30-084 PER DR 795-53 WIDTH VARIES REGULATOR STA. DP&L EASEMENT TO PER 2857/200 PERMANENT EASEMENT EXISTING R/W STA. 322+60.00 BEGIN DA STA. 37+35.00 END DA E X I S T I NG R / W E X I S T I NG R / W O L D B A LT I MO R EP I K E O L D B A LT I MO R EP I K E SB SR 896 SB SR 896 NB SR 896 NB SR 896 D D S S S S J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. J.W. C . M . C.M. D.I. D.I. D.I. OUTLET UNDERDRAIN D.I. D.I. D.I. D.I. HO T MI X CURB TYPE 3 39450 43114 CONC. SW BLDG BLDG D.I. HOTMIX D.I. CONC. CONC. GRASS CONC. GRASS CONC. C & G T Y P E 3 C & G T Y P E 3 HO T M I X C U R B T Y P E 2 C & G T Y P E 3 C & G T Y P E 3 BLDG STORY 2 WIRE FENCE WOODS HO T MI X HO T MI X CONCRETE CONCRETE CONCRETE CONCRETE WOOD S WOOD S WOODS C ON CR ET E HO T MI X C ON CR ETE ME D I AN H O T MI X C ON CR E T E PCC MOD PKWY CURB PCC MOD PKWY CURB PCC MOD PKWY CURB PCC MOD PKWY CURB PCC MOD PKWY CURB C&G, TYPE 1 GRASS GRASS GRASS POST WOOD MILLINGS AREA SWM EXISTING 39413 43086 DPL 39423 43105 DPL 39431 43112 DPL 39396 43085 VER 39443 43119 VER 39438 43087 DPL 39445 43087 DPL 39460 43088 DPL 2213 WOODS WOODS 24 " RC P 1 5 " RC P 24 " R C P 15" RCP IN PLACE LEFT PARTIALLY REMOVED PARTIALLY BOX CULVERT 72" x 36" 54 " RC P 5 4 "RC P 15 "RC P 24 " R C P 2 4 " R C P 24" RCP 15" RCP 15" RCP 15 " RC P 15 " RC P 1 8 " R C P 40 " C MP TP204 TP228 D D D D WV WV MB S J.W. EM EM G.V. WV F.H. S D MARKER GAS LINE WV FILTER SAND WO OD S PCC MOD PKWY CURB SIGNAL TRAFFIC S I GNA L MA S T A R M S I G N A L MA S T A R M S I GNA L MA S T A R M MA S T A R M S I GNA L CAMERA TRAFFIC STRUCTURE OUTFALL HEADWALL WOOD S WOOD S WOOD S C&G, TYPE 1 D 24" RCP 24 " R C P D.I. D.I. G.V. G G . V . G . V . G . V . S . V . G . V . I . P . J . W. S D . I . J . W. J . W. J.W. D MB R C P 18 " WIRE FENCE MB MB MB D . I . D . I . 37 +00 38 +00 39 +00 4 0 +00 41 +00 42 +00 43 +00 PIKE R/W B EX. OLD BALTIMORE L M A T C H L I N E E X I S T I N G S R 896 S T A . 328 + 0 0 60 90 SCALE 30 0 FEET N SOIL BORING PLAN BO-01 OLD BALTIMORE PIKE STA. 40+00.00 SR 896 STA. 324+53.37= 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 801+00 802+00 803+00 POB 800+00.00 L AND CONSTRUCTION B EX. AND PR. SR 896 R/W L AND CONSTRUCTION B EX. AND PR. SR 896 R/W
Transcript of E IN L H C T A M - Delawaregssdocs.deldot.delaware.gov/bids/T201609002_Soil Boring Plans.pdfex-sig...
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CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:19
pw
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/DelD
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/T2
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INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
GAS LIN
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VENT
DP-G 12"
S (B)
DP-G (B)
DP-G (B)
DP-G (B)
EX-SIG
VER-C (B)
VER-C (B)
VER-C (B)
EX-SI
GEX-SI
G
EX-SI
G
SZ-W (D
)
SZ-W (D)
SZ-W (D)
SZ-W (D)
SZ-W (D)
SZ-W (D)
VER-C (B)VER-C (B)
VER-C (B)
NCC-S 8"P
VC
NC
C-S 8
"PV
C
NCC-S 8"VCPDP-G 4"P (C)
VER-C (C)VER-C (C)
EX-SIG
EX-SIG
NCC-S 8"PVC
NC
C-S 8"P
VC
NC
C-S 8"P
VC
NCC-S 8"PV
C
EX-DOT-E
(B)
NCC-S 8"
EX-SIG (B)
EX-SIG (B)
EX-SIG (B)
EX-SIG (B
)
EX-SIG (B)
EX-SIG (B)
EX-D
OT-E (B
)
EX-DOT-E (B)
EX-SIG (B) EX-SIG (B)
EX-SIG (B
)
EX-D
OT-E (B
)
EX-DOT-E (B)
EX-D
OT-E (B)
EX-DOT-E
(B)
EX-DOT-
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EX-SIG (B
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X-SIG (B
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EX-DOT-E (B)
EX-D
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EX-SIG (B)EX-SIG (B)
EX-DOT-E (B)
EX-DOT-E (B)
VER-C (D)VER-C (D)VER-C (D)VER-C (D) VER-C (D)
VER-C (D)
DP-G 12"S (B)
40'
40'
40'
40'
EXISTING R/W
119.4
7'
181'
EXIS
TING R/W
STA. 38+15.32BEGIN DA
STA. 42+35.19END DA
STA. 42+58.99BEGIN DA
EXIS
TING R/W
EXIS
TING R/W
120
EASEMENTSTATION
REGULATOR DP&L GAS20' X 20'
20100430-0021028INSTR.
ANGEL MORALES11-013.00-050
DR 622-348& KHUE N. MOLLIGAN, H/W
DANNY J. MOLLIGAN11-013.00-062
MF 9330DR 1843-301
RICHARD L. SCHAFER11-014.30-083
INS
TR
. 20161011-0
051847
JES
SIC
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0-0
63
DR 1410-293DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
11-013.00-051
DR 1410-293DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
11-013.00-051
DR 1569-318DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
11-013.00-052
DR 1569-318DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
11-013.00-052
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DR 622-348& KHUE N. MOLLIGAN, H/W
DANNY J. MOLLIGAN11-013.00-062
MF 9330DR 1843-301
RICHARD L. SCHAFER11-014.30-083
MF 9330INSTR. 20081208-0078478ELIZABETH A. HENDERSON
RYAN E. HENDERSON &11-014.30-082
DR 963-296DEBRA L. COX11-014.00-006
INSTR. 20020501-0040660& NANCY C. CONNELL, H/W
AURENCE R. CONNELL 11-014.00-075
DR 2857-200TROY J. HAGEDORN
11-014.00-005
107
108
206
208
207 209
210
207
121 122
123
108
223
121
122
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MF 9330INSTR. 20090827-0056270
KIA O. WYATT11-014.30-084
PER DR 795-53WIDTH VARIES
REGULATOR STA.DP&L EASEMENT TO
PER 2857/200PERMANENT EASEMENT
EXISTING R/W
STA. 322+60.00BEGIN DA
STA. 37+35.00END DA
EXISTING R/W
EXIS
TING R/W
OLD B
ALTIM
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OLD B
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SB SR 896
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NB SR 896 NB SR 896
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WOODS
WOODS
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HO
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PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
C&G, TYPE 1
GRASS
GRASSGRASS
POSTWOOD
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AREASWM
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3941343086
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3943143112DPL
3939643085
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VER
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3946043088DPL
2213
WOODS
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24" RCP
15" RC
P
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15" RCP
IN PLACELEFTPARTIALLYREMOVED PARTIALLYBOX CULVERT72" x 36"
54"
RCP
54" RC
P
15" RCP
24"
RCP
24" R
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15
" R
CP
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15" RCP
18"
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40" C
MP
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D
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EMEM
G.V.
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SIGNALTRAFFIC
SIG
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SIGNAL
MAST A
RM
SIG
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MAST A
RMSIG
NAL
CAMERATRAFFIC
STRUCTUREOUTFALL
HEADWALL
WOODS
WOODS
WOODS
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24" RCP
D.I.
D.I.
G.V.
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G.V.G.V.
G.V.S.V.
G.V.
I.P.
J.W.
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J.W.
J.W.
D
MB
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MB
MB
MB
D.I.D.I.
37+00
38+00
39+00
40+00
41+00
42+00
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PIKE R/W BEX. OLD BALTIMORE
L
MATC
H LIN
E E
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TIN
G S
R 896 S
TA. 328+00
60 90
SCALE
300
FEET
N
SOIL BORING PLAN
BO-01
OLD BALTIMORE PIKE STA. 40+00.00SR 896 STA. 324+53.37=
321+00 322+00 323+00 324+00 325+00 326+00327+00 328+00
801+00 802+00 803+00
PO
B 8
00+
00.0
0
LAND CONSTRUCTION BEX. AND PR. SR 896 R/WL
AND CONSTRUCTION BEX. AND PR. SR 896 R/W
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
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INTERCHANGEI-95 AND SR 896 CEI
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DP-G 12"S (B)DP-G 12"S (B)DP-G 12"S (B)
DP-G 1
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DP-G 12"S (B)
DP-G 1
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127'
CASIN
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DP-G (B)DP-G (B)
DP-G (B)
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EX-SIG (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-CON (EMPTY) EX-CON (EMPTY)
181.7
5'
RIGHT-OF-WAY BCONTRACT #87-108-02
NCC RD #387DR 1863-280
DIVISION OF HIGHWAYSDEPARTMENT OF TRANSPORTATION
STATE OF DELAWAREVACATED RIGHT-OF-WAY
DR
1429-1
83
DIV
ISIO
N O
F H
IGH
WA
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TR
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DR 2857-200TROY J. HAGEDORN
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MARK W. BRUSTMAN11-014.00-002
MF 4019DR O-118-46
NEW CASTLE COUNTY11-009.00-048
WR# 149221& ANNE COOCH DORAN, TRUSTEES
RICHARD RODNEY COOCH11-010.00-009
123
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11-014.00-003
INSTR. 20110809-0047695& SUSAN E. REDICK, H/W
MICHAEL A. TOTARO11-014.00-004
EXISTING R/W
118.2
7'
STA. 332+20.53END DA
EXISTING R/W
PER MF #9331SEWER EASEMENT
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DELAWARE CORPORATION)ASSOCIATES INC. (A DEFUNCT LAND FORMERLY OF WILLIAMS
DR 1569-318DR 1527-232
DIVISION OF HIGHWAYSDEPARTMENT OF TRANSPORTATION
STATE OF DELAWARE11-013.00-054
DR 1420-293DR 1426-124
DIVISION OF HIGHWAYSDEPARTMENT OF TRANSPORTATION
STATE OF DELAWARE11-013.00-055
+
SB SR 896
SB SR 896
NB SR 896
NB SR 896
J.W. J.W.
J.W.
J.W.
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LEX. AND PR. SR 896 R/W AND CONSTRUCTION B
LPROP. RAMP C B
PROP. RAMP J BL
-
RCP15"
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
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-2020
09
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76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
3_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
DP-G 12"S (B)
DP-G 12"S (B)DP-G 12"S (B)
DP-G (B)DP-G (B)DP-G (B)
EX-CON (EMPTY)EX-CON (EMPTY)
EX-CON (EMPTY)
135'
17
0'
WR# 149221& ANNE COOCH DORAN, TRUSTEES
RICHARD RODNEY COOCH11-010.00-009
224
126
MF 4019DR O-118-46
NEW CASTLE COUNTY11-009.00-048
EXISTING R/W EXISTING R/W
DR 2670-137
EASEMENT PER
PERMANENT
108.2
7'
SB SR 896
NB SR 896
NB SR 896
SB SR 896
J.W.
J.W.
C.M.
D.I.
D.I.
D.I.D.I.
D.I.
D.I.
100
742
MARKER
GAS
GRASSHOTMIX
WIRE FENC
E WIRE FENCE
GRASS
CONCRETE
CONCRETE
PCC MOD PKWY CURB
PCC MOD PKWY CURBPCC MOD PKW
Y CURB
PCC MOD PKWY CURB
C&G, TYPE 1C&G, TYPE 1
GRASS
GRASS
WOODS
WOODS
WOODS
WOODS
WOODS WOO
DS
CONCRETE
CONCRETE
15" RCP
15" RCP18" RCP
15" R
CP
42"
RCP
RCP
15"
DD
DST 101 DST 99 DST 98
CANTILEVER SIGN
D.I.
D.I.
MILLINGS
MILLINGS
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 3
40+00
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 334+00
60 90
SCALE
300
FEET
N
BO-03
SOIL BORING PLAN
203+00 204+00 205+00206+00
207+00
208+00
PC
20
4+
18
.45
702+00 703+00 704+00 705+00706+00
707+00708+00
334+00
335+00 336+00 337+00338+00
339+00 340+00
PC
70
4+
13
.31
PC 336+15.72
810+00 811+00 812+00813+00
814+00
815+00
PC
811+
68.6
6
LPROP. RAMP J B
PROP. RAMP C BL
EX. AND PR. SR 896 R/W AND CO
NSTRUCTION BL
RB-01
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:19
pw
://d
eld
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pw
.ben
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.co
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eld
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pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
4_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
DP-G 12"S (B)DP-G 12"S (B)
DP-G 12"S (B)
VER-C (B)
VER-C (B)
VER-C (B)
DP-G (B)
DP-G (B)
DP-G (B)
EX-CON (EMPTY)
EX-CON (EMPTY)EX-CON (EMPTY)
VER-C (D)
VER-C (D)
VER-C (D)
VER-C (D)VER-C (D)
VER-C (D)
EX-DOT-E
EX-DOT-E
150'
145'
WR# 149221
& ANNE COOCH DORAN, TRUSTEES
RICHARD RODNEY COOCH
11-010.00-009
224
126
MF 4019
DR O-118-46
NEW CASTLE COUNTY
11-009.00-048
EXISTING R/W
84.8
8'
STA. 344+11.55END DA
EXISTING R
/W
SB SR 896
SB SR 896
NB SR 896 NB SR 896
J.W.
D.I.
D.I.
DST 8
WIRE FEN
CE
GRASS
WIRE FENCE
GRASS
CONCRETE
CONCRETE
CONCRETE
CONCRETE
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
GRASS
GRASS
WOODS
WOODS
18" RCP15" RCP
TP226
TP206
D
D
WOODS
WOODS
WIRE FENCE
C&G TYPE 1C&G TYPE 1
WOODS
D.I.
D.I.
15" RCP
D.I.
D.I.
D.I.
MILLINGS MILLINGS
D.I.
D.I.
RCP
15"
RCP
15"
WOODS
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 3
46+00
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 340+00
60 90
SCALE
300
FEET
N
BO-04
SOIL BORING PLAN
208+00209+00
210+00 211+00 212+00213+00
214+00
709+00710+00 711+00 712+00
713+00714+00
340+00341+00
342+00 343+00 344+00345+00
346+00
816+00817+00 818+00 819+00
820+00821+00
PROP. RAMP C BL
PROP. RAMP J BLLEX. AND PR. SR 896 R/W AND CONSTRUCTION B
RB-02
-
15" RCP15" RCP
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
://d
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pw
.ben
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-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
5_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-F
O (
B)
ATT-FO (B
)
ATT-FO (B)
DP-G 12"S (B)
DP-G 12"S (B)DP-G 12"S (B)DP-G 12"S (B)
VER-C (B)
VER-C (B)
VER-C (B)
DP-G (B)DP-G (B)
DP-G (B)
EX-CON (EMPTY)
EX-CON (EMPTY)
EX-CON (EMPTY)
VER-C (D)VER-C (D)VER-C (D)VER-C (D)
EX-DOT-E (B)EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E EX-DOT-EEX-DOT-E
EX-DOT-E
159.4
1'
143.6
0'
149.2
5'
126
224
WR# 149221
& ANNE COOCH DORAN, TRUSTEES
RICHARD RODNEY COOCH
11-010.00-009
MF 4019
DR O-118-46
NEW CASTLE COUNTY
11-009.00-048
+
SB SR 896
NB SR 896
SB SR 896
NB SR 896
J.W.
J.W.
I.P.
D.I.
D.I.
D.I.
D.I.
WIRE FE
NCE
WIRE FENCE
WIRE FENCE
GRASSGRASS
HOTMIX
HOTMIX
CONCRETE
GRASS
CONCRETE
CONCRETECONCRETE
WOODS
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
GRASS
GRASS
GRASS
HOTMIX
HOTMIX
WOODS
WIRE FENCE
18" RCP
15"
RCP
24" RCP
15"
RCP
24"
RCP
24" RCP
RCP
18"
15" RCP
TP207
TP225
D
DDT T
C&G TYPE 1
C&G TYPE 1
WOODS
C&G TYPE 1
WOODS
MILLINGS
MILLINGS
D.I. D.I.
D.I.
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 3
52+00
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 346+00
60 90
SCALE
300
FEET
N
BO-05
SOIL BORING PLAN
214+00215+00
216+00 217+00 218+00219+00
220+00PROP. RAMP C BL
PROP. RAMP J BL714+00715+00
716+00 717+00 718+00719+00
720+00
346+00347+00
348+00 349+00 350+00351+00
352+00
PT 7
19+50.0
0
822+00823+00
824+00 825+00
826+
00
827+
00
PC
C825+16.0
5
PT 8
26+2
1.52
PC 8
26+70.49
EX. AND PR. SR 896 R/W AND CONSTRUCTION BL
PATH BPROPOSED SHARED-USE
L
RB-04
RB-03
-
PATH BPROP. SHARED-USE
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
://d
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pw
.ben
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.co
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-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
6_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-FO (B)
ATT-FO (B)
ATT-FO (B)
ATT-FO (B)
DP-G 12"
S (B)
DP-G 12"S (B)
DP-G 12"S (B)
DP-G 12"S (B)
VER-C (B)
VER-C (B)
(B)
VER-C
VER-C (B)
VER-C (B)
DP-G (B)DP-G (B)
DP-G (B)
EX-CON (EMPTY) VER-C (D)VER-C (D)
VER-C (D)VER-C (D)VER-C (D)
EX-DOT-E (B)
EX-DOT-E (B)
EX-D
OT-E (B
)
EX-DOT-E (B)EX-DOT-E
(B)
EX-DOT-E (B)
EX-DOT-EEX-DOT-E
EX-DOT
-E
193.7
7'
246.5
0'
126
WR# 149221& ANNE COOCH DORAN, TRUSTEES
RICHARD RODNEY COOCH11-010.00-009
224
MF 4019DR O-118-46
NEW CASTLE COUNTY11-009.00-048
+
+
+
EXISTING RA
MP H
PROP. R
AMP C
NB SR 896
SB SR 896
NB SR 896
SB SR 896
NB SR 896
J.W.J.W.
J.W.
J.W.
J.W.
J.W.
D.I.
D.I.
D.I.
D.I.
STO
NE
HOTMIX
CONCRETE
GRASS
WIRE FENCE
HOTMIX
CONCRETE
WOODS
PCC MOD PKWY CURB
PCC MOD PKWY CURB
PCC MOD PKWY CURB
GRASS
GRASS
HOTMIX
CONCRETE
HOTMIX
HOTMIX SHOULDER
CONCRETE
HOTMIX OVER
HOTMIX
STONE
6'X6' GRATE
D.I.
WIRE FE
NCE
CONCRETE
WOODS
36" RCP
15" RCP
15"
RCP
24" RCP
36"
RCP
24" RCP
18"
RCP
18"
RCP
18" R
CP
24" RCP
TP224
RAMP J
EXISTING
DT T
G
D
G.V.
D
D
WOODS
MARKERAT&T F.O.
WOODS
PCC MOD PKWY CURB
SIGNCANTILEVER
24" RCP
HOTMIX
D.I.
J.B.
D.I.
BURIED
60 90
SCALE
300
FEET
N
MATCH LINE BO-07
STA. 33
3+00 BO
-11
PROPOS
ED RAM
P DMAT
CH LINE
BO-08
RAMP D STA. 329+75
MATCH LINE PROPOSED
BO-08
RA
MP C S
TA. 224+
00
MATC
H LIN
E P
ROPOSED
BO-0
7S
R 896 S
TA. 3
58+00
MATC
H LIN
E E
XIS
TIN
G
STA. 727+00 B
O-11
PR
OPOSED R
AMP J
MATC
H LIN
E
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 352+00 B
O-0
5
BO-06
SOIL BORING PLAN
L
PROP. RAMP J B
L
PROP. RAMP C B
L
330+00
331+
00
332+00
333+00
220+00 221+00
222+00
223+
00
224+
00
220+06.5
8
PC
C
721+00
722+00
723+00
724+00
725+00
726+00
727+00
352+00353+00
354+00 355+00 356+00357+00
358+00
PC 7
25+41.23
828+00
829+00
830+00
PT 8
27+59.7
9
PC 8
28+71.9
6
LAND CONSTRUCTION BEX. AND PR. SR 896 R/W
PROP. RAMP D B
L
SB-81SB-80
SB-92
SB-91
SB-82
SB-83
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
://d
eld
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pw
.ben
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.co
m:d
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-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
7_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
DP-G 8"S (B)DP-G 8"S (B)
DP-G 8"S (B) VER-C (B)
VER-C (B)
VER-C (B)
VER-C (B)
EX-SIG
EX-SIG
DP-G (
B)
EX-DOT-E (B)
EX-D
OT-E (B)
EX-DOT-E (B) EX-DOT-E (B)
EX-D
OT-E
EX-DOT-EEX-D
OT-E
EX-DOT-E
EX-DOT-E EX-DOT-E
DO
T-E
EX-
DO
T-E
EX-
-DOT-E (B)
EX
SB SR 896
NB SR 896
SB SR 896
NB SR 896
J.W.
J.W.
J.W.
J.W.
J.W.
J.W.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
GRAV
EL
DIRT
GRASS
HOTMIX
HOTMIX
CONCRETE
HOTMIX
GRASS
CURB TYPE 2
CURB TYPE 2
HOTMIX
HOTMIX
PCC MOD PKWY CURB
CONCRETE
HOTMIX OVER
HOTMIX SHOULDER
PCC CURB TYPE 1
PCC CURB TYPE 1
WOODS
WOODS
WOODS
WOODS
PVC
9"
36" RCP
15" RCP
15" RCP
15"
RCP 15"
RCP
36"
RCP (
ACTIV
E)
IRO
N PIP
ES U
ND
ER
PLU
GG
ED (2) 6"
CAST
TP208
RAMP D
EXISTING
D
T
TP 223
36"
RCP
SEDIMENTFILLED WITH
60 90
SCALE
300
FEET
N
MATC
H LIN
E BO-08
896 S
TA. 358+00
MATC
H LIN
E E
XIS
TIN
G S
R
STA. 624+50
PROPOSED RAMP H
MATCH LINE
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 363+00
BO-07
SOIL BORING PLAN
MATCH LINE BO-11
MATC
H LINE BO
-25
L
625+00
625+50
358+00359+00
360+00 361+00 362+00
RAMP H BPROP.
PCC358+74.88
PT 3
59+50.0
0
PC 3
60+89.8
2
PT
36
1+
02
.02
PROP. RAMP D B
POE 625+50.00
AND CONSTRUCTION BEX. AND PR. SR 896 R/W
L
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
://d
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pw
.ben
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-01
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cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
8_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-FO (B)
EX-SI
G
EX-SIG
EX-DOT-E
EX-D
OT-E
EX-D
OT-E
DOT-E
EX-
J.W.
J.W.
GRASS
D.I.WOODS
CO
NCRETE
HO
TMIX O
VER
CO
NCRETE
HOT
MIX O
VER
CONC
RETE
RA
MP
DE
XIS
TIN
G
RAMP H
EXIS
TING
WO
ODS
WOODS
WOODS
WOODS
WIRE FENCE
WIRE FENCE
60 90
SCALE
300
FEET
N
MATCH LINE BO-07
228+75
RA
MP C S
TA.
PR
OP
OSE
DM
ATC
H LIN
E
STA. 3
25+50
PR
OP
OSE
D R
AMP D
MATC
H LIN
E
STA. 224+00 B
O-0
6
PR
OP
OSE
D R
AM
P C
MATC
H LIN
E
STA. 329+75 BO-06
PROPOSED RAMP D
MATCH LINE
STA. 624+50 BO-07
PROPOSED RAMP H
MATCH LINE
STA. 6
21+25
PR
OP
OSE
D R
AM
P H
MATC
H LIN
E
BO-08
SOIL BORING PLAN
PROP. RAMP H BL
PROP. RAMP C BL
622+00
623+
00
624+00
PT 624+36.04
326+
00
327+
00
328+
00
224+00
225+00
226+00
PT 2
25+85.5
6
227+00
228+00
329+
00
831+00
832+00833+00
834+00
835+
00
835+
21
835+
21
PT 8
34+91.9
1
L
PROP. R
AMP D B
PROP. SHARED-USE PATH BL
L
SB-90
SB-78
SB-79
SB-77
SB-79A
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
://d
eld
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pw
.ben
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.co
m:d
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pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O0
9_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-FO (B)ATT-FO (B)
ATT-FO (B)
126
MF 4019DR O-118-46
NEW CASTLE COUNTY11-009.00-048
CONCRETE
HOTMIX OVER
CONCRETE
HOTMIX OVER
HOTMIX SHOULDER
MILLING
WOODSWOODS
WOODS
JERSEY BARRIER
EXISTING RAMP D
EXISTING RAMP H
WOODS
WIRE FENCE
WIRE FENCE
60 90
SCALE
300
FEET
N
STA. 3
25+50
PR
OP
OSE
D R
AMP D
MATC
H LIN
E
228+75
RA
MP C S
TA.
PR
OP
OSE
D
MATC
H LIN
E
STA. 6
21+25
PR
OP
OSE
D R
AM
P H
MATC
H LIN
E
STA. 617+75
PR
OPOSED R
AMP H
MATC
H LIN
E
STA. 232+75
PR
OP
OSE
D R
AMP C
MATC
H LIN
E
STA. 321+00
PR
OP
OSE
D R
AM
P D
MATC
H LIN
E
BO-09
SOIL BORING PLAN
PROP. RAMP H B
PROP. RAMP D BL
L
618+00
619+00620+00621+00
PT 6
19+14.9
3
PC 6
20+81.8
6
321+00
322+00323+00
324+00
325+00
229+00
230+00
231+00
232+00
PC 2
30+23.6
8
PC 6
17+52.04
835+
21
835+
21
POE 8
35+20.75
LPROP. RAMP C B
SB-89
SB-87
RB-17
SB-89A
SB-87A
SB-88
SB-88A
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
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Pro
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/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
0_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-FO (B)
ATT-FO (B)
126STATE OF DELAWARE
302
MF 4019DR O-118-46
NEW CASTLE COUNTY11-009.00-048
HOTMIX OVERCONCRETE
POST
WOOD
WOODS
WO
ODS
TYPE 1
PC
C C
UR
B
JERSEY BARRIER
EXISTING RAMP H
HOTMIX SHOULDER
EXISTING RAMP H
CONCRETE
HOTMIX OVER
WOODS
WIRE FENCE
R/W FENCE
SHOULDER
HOTMIX
60 90
SCALE
300
FEET
N
MATCH LINE BO-23
BO-09
STA. 617+75
PR
OP
OSE
D R
AM
P H
MATC
H LIN
E
BO-0
9
STA. 232+75
PR
OP
OSE
D R
AM
P C
MATC
H LIN
E
BO
-09
ST
A. 321+
00
PR
OP
OS
ED
RA
MP
D
MA
TC
H L
INE
BO-24
STA. 317+00
PR
OPOSED R
AMP D
MATC
H LIN
E
BO-24
STA. 2
35+5
0
PROPOSED R
AMP C
MAT
CH LIN
E
BO-2
4
STA. 615+25
PR
OP
OSE
D R
AM
P H
MATC
H LIN
E
BO-10
SOIL BORING PLAN
PROP. RAMP H BL
616+00
617+00
PT 6
15+65.2
8
317+00
318+00
319+00
320+00
321+00
233+00
234+00
235+00
PC 6
17+52.0
4
PROP. RAMP C BL
PROP. RAMP D BL
SB-71A
SB-85
SB-84
SB-86
SB-94
RB-16
SB-85A
SB-70A
SB-84A
SB-93
SB-86A
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
10
:02
pw
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1_
Acti
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Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
1_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
ATT-F
O (B)
ATT-FO (B)
EX-DOT-E
J.W.
I.P.
D.I.
HOTMIX OVER CONCRETEHO
TMIX
OVER C
ONCR
ETE
DIR
T P
ATH
WOODS
WOODS
WOODS
GRASS
GRASS
J.W.
48" RCP
36" RCP
24"
RCP
36"
RCP
RAMP J
EXISTIN
G RAMP J
EXISTING
HEADWALL
OPTICFIBERBURIED
HEADWALL
WOOD
S
WIR
E F
ENCE
D.I.
D.I.
15"
CMP
NO. 166
DELDOT BMP
EXISTING
60 90
SCALE
300
FEET
NMATCH
LINE BO-25
MATCH LINE BO
-25
MATCH LINE BO
-26
MAT
CH LIN
E BO-07
BO-0
6
RA
MP D S
TA. 333+00
MATC
H LIN
E P
ROP
OSE
D
BO-06
RA
MP J S
TA. 727+00
MAT
CH LIN
E P
ROPOSED
BO-26
RA
MP D S
TA. 339+50
MATC
H LIN
E P
ROP
OSE
D
BO-26
STA. 732+75
PR
OPOSED R
AMP J
MATC
H LIN
E
BO-11
SOIL BORING PLAN
333+00
334+00 335+00 336+00337+00
338+00
339+00
PT 3
34+16.3
2
PC 3
36+21.67
727+
00
728+
00
729+00
730+00 731+00
732+00
PROP. RAMP J BL
PROP. RAMP D BL
PROP. RAMP D BL SB-45A
SB-44A
RB-06
SB-42SB-44
SB-43
SB-46
SB-45
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
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1_
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Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
2_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-F
O
DP-G 8"S (B)
VER-C (B)VER-C (B)VER-C (B)
EX-F
O (
B)
EX-F
O (
B)
EX-F
O (
B)
EX-F
O (
B)
EX-SIG (C
)
DP-G 8"S (B)
EX-DOT-E (B) EX-DOT-E (B) EX-DOT-E (B) EX-DOT-E (B) EX-DOT-E (B)
EX-SIG (
C)
EX-D
OT-E (
B)
EX-D
OT-E (
B)
EX-D
OT-E (B)
EX-D
OT-E (
B)
EX-D
OT-
E (B)
EX-DOT-E (B) EX-DOT-E (B)EX-DOT-E
EX-D
OT-E (
B)
EX-DOT-E
EX-D
OT-E (
B)
EX-D
OT-E (
B)
EX-DOT-E
EX-D
OT-E (
B)
NB I-95
SB I-95
NB SR 896
SB SR 896
NB SR 896
SB SR 896
J.W.
J.W.
J.W.
J.W.
J.W.
J.W.
J.W.
J.W.
D.I.
D.I.
D.I.
D.I.
HOTMIX
CONCRETE
HOTMIX
D.I.
WOODS
CO
NCRETE
OVER
HOT
MIX
CO
NCRETE
OVER
HOT
MIX
WOODS
WOODS
CO
NC.
GUTTER
WO
ODS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
HOTMIX
HOTMIX
18" RCP
RCP
15"
36"
RCP
30"
RCP
15"
RCP
15"
RCP
15"
RCP
8"
CM
P
ACCMP
24"
TP107
DITCHCONCRETE
STRUCTURE
OVERHEAD SIGN
HEADWALL
HEADWALL
WOODS
HEADWALL
NB I-95
CO
NCRETE
OVER
HOT
MIX
SB I-95
CO
NCRETE
OVER
HOT
MIX
WALLHEAD
J.W.
J.W.
J.W.
J.W.
FOUNDATIONCONCRETE
POLECAMERA
J.W.
J.W.
J.W.
60 90
SCALE
300
FEET
N
60 90
SCALE
300
FEET
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 368+00
MATCH LINE EXISTING I-95 STA. 140+50 BO-25
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 363+00 B
O-0
7
MATCH LINE EXISTING I-95 STA. 135+50 BO-24
BO-12
SOIL BORING PLAN
136+00
137+00
138+00
139+00
140+00
345+00
346+00
347+00
348+00
349+00
364+00 365+00 366+00 367+00
AND CONSTRUCTION B
EX. AND PR. I-95 R/W
L
LAND CONSTRUCTION BEX. AND PR. SR 896 R/W
AND CONSTRUCTION B
EX. AND PR. I-95 R/W
L
SWB-05
-
66.2
5PI,2
4"R
CP
1022
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
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/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
3_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
DP-G 8"S (B)
DP-G 8"S (B) DP-G 8"S (B) DP-G 8"S (B)
EX-FO
EX-FO
EX-F
O
EX-F
O
EX-F
O
VER-C (B)VER-C (B)
DP-E
EX-SIG (B
)
EX-SIG (B
)
EX-D
OT-E (B
)
EX-D
OT-E (B)
EX-D
OT-
E (
B)
EX-DOT-E (B)EX-DOT-E (B) EX-DOT-E (B)
EX-DOT-E (B
)
EX-DOT-E (B)
EX-DOT-E (B)EX-DOT-E (B)
EX-D
OT-E
EX-D
OT-E
EX-D
OT-E
EX-D
OT-E
EX-D
OT-
E (
B)
EX-D
OT-E (B
)
(B)VER-C
SIG (
B)
EX-
NB SR 896
SB SR 896
J.W.
J.W.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
VZ 84
DST 83
DST 8?
WOODS
HOTMIX
HOTMIX
GRASS
HOTMIX CURB
HOTMIX C
URB
PCC CURB TYPE 1
PCC CURB TYPE 1
AREA
SWM
EXISTING
CONC.
J.W. J.W.
J.W.
J.W.
J.W.
J.W.
60" RCP
24" R
CP
15" R
CP
8"
CM
P
8"
CM
P
8" CMP
TP209
RA
MP
A
EXISTI
NG
T
SIGNMOUNTEDGROUND
POSTWOOD
WOODS
WOODS
WOODS
R/W F
ENCE
PANELELEC.
ON CONC.SWITCHBOX
HOTMIX
WEIR WALL
CONC.
RAMP CEXISTING
PV
C6"
15" R
CP
60 90
SCALE
300
FEET
NBO-2
4RAMP C S
TA. 240+5
0
MATCH LIN
E PROPO
SED
STA. 501+40 BO-24MATCH LINE PROPOSED RAMP G
BO-14
RAMP C STA. 244+25
MATCH LINE PROPOSED
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 372+75 B
O-1
6
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 368+00
BO-14
STA. 105+75
PROPOSED R
AMP A
MATC
H LIN
E
BO-13
SOIL BORING PLAN
PROP. RAMP G B
PROP. RAMP A B
PROP. RAMP C BL
L
L
102+00
103+00
104+0
0
105+
00
PT 10
5+71.75
241+
00
242+00
243+00
244+00
369+00 370+00371+00 372+00
431+
00
432+00
433+00
434+00
502+00
503+00
POE 503+80.00
LAND CONSTRUCTION BEX. AND PR. SR 896 R/W
LPROP. RAMP F B
SWB-04
SB-60
SB-63 SB-62
SB-15
SB-14RB-05
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
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/DelD
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ap
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jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
4_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-FO
EX-FO
EX-FO
EX-SIG (
B)
EX-SIG (B)
EX-DOT-E
(B)
EX-DOT-E (B)
EX-DOT-E (B)
EXISTING R/W
255 254
252
251
253
250
DR 2105-277LARRY R. PARKS11-009.00-035
DR 1331-318& CHARMANE MCCALL, H/W
CHARLES J. MCCALL, III18-046.00-037
INSTR.# 20111216-0075308HOBERG INVESTMENTS, LLC
18-046.00-036DR K-48-288
& OLIVE REED HEEGARD, H/WCLOYCE HERMAN HEEGARD
18-06.00-035
INSTR.# 20070301-0019720& MAUREEN O'DONNELL, H/W
DAVID B. O'DONNELL18-046.00-034
DR 2656-323& BONNIE L. BROWN, H/W
JAMES E. BROWN18-046.00-033
EXISTING R/W
+
WOODS
HEADWALL
WOOD
S
WOODS
CHRISTINA RIVER
8"
CM
P
42"
RCP
RAMP A
EXISTING
R/W FENCE
ON CONC.ANTENNA
WOODS
WOOD
S
WOODS
HEADWALL
WOODS
WOO
DS
R/W FENCE
CHRISTINA RIVER
60 90
SCALE
300
FEET
N
BO
-13
RA
MP A S
TA. 105+75
MATC
H LIN
E P
ROP
OSE
D
BO
-25
RA
MP A S
TA. 109+75
MATC
H LIN
E P
ROP
OSE
D
BO-13
C S
TA. 2
44+25
PR
OP
OSE
D R
AMP
MATC
H LIN
E
BO-14
SOIL BORING PLAN
RAMP C BPROP.
PROP. RAMP A BL
L
106+00 107+00 108+00 109+00
PT 105+71.75
245+00
246+00 247+00 248+00
PT 2
46+05.5
6
SB-17
SB-16
SB-18
SB-19
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
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jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
5_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-FO
EX-FO
EX-F
O
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B) EX-DOT-E
(B)
EX-D
OT-E (B) EX-DOT-E (B)
EX-DOT-E
EX-D
OT-
E
EX-D
OT-E
EX-D
OT-E (B
)
300
P/O DR O-70-99P/O DR C-70-518
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
EXIS
TING R/W
J.W.
J.W.
D.I.
WIR
E F
EN
CE
WOODS
WOODS
WIRE FENCE
HOTMIX OVER CONCRETE
HOTMIX SHOULDER
HOTMIX OVER CONCRETE
HOTMIX SHOULDER
HOTMIX SHOULDER
HOTMIX SH
OULD
ER
CO
NCRETE
HOTMIX O
VER
CONCRETE
HOTMIX OVER
HOTMIX SHOULDER
J.W.
CH
RIS
TIN
A RIV
ER
RCP18"
RAMP F
EXISTING
RA
MP G
EXIS
TIN
G
RAMP C
EXISTING
8"
CMP
RAMP F
EXISTING
WO
ODS
WO
ODS
WO
ODSWOODS
D.I.
D.I.
J.W.
RCP
18"
RCP
12"
J.W.
WB-01
60 90
SCALE
300
FEET
N
MATCH
LINE BO
-16
ST
A. 312+
00 B
O-2
4M
AT
CH
LIN
E P
RO
PO
SE
D R
AM
P D
MA
TC
H L
INE
BO
-23
MATC
H LIN
E P
ROP
OSE
D R
AM
P D S
TA. 305+50 B
O-1
6
BO-15
SOIL BORING PLAN
PROP. RAMP D BL
306+00307+00308+00309+00310+00311+00312+00
PROP. R
AMP
D B
PC 429
+17.85
POT (S
R 89
6) 373
+63.28, -12.00'
POB/
PC 373
+55.93 (SR 896 S
B BK)=
SWB-02
SWB-01
SB-101SB-100
SB-11
SB-10
SB-13
SB-12
SB-07
SB-06
SB-09
SB-08
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:20
pw
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jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
6_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
4" C
ON
DUIT
4" CONDUIT
3" CONDUIT
10" VCP
DP-G 8"S (B) DP-G 8"S (B)
DP-G 8"S (B)8"S DP-G MAIN HANGING FROM BRIDGE
CN-W 8
"DIP (B
)
VER-C (B)
VER-C (B)
VER-C (B)VER-C (B)
EX-SIG
EX-SIG
EX-SIG
EX-SIGEX-SIG EX-SIG
VER-C (B)
DP-E
CN-S 10"VCP
CN-S 10"VCP
CN-S 1
2"A
C
VE
R-C (B)
VE
R-F
O(C)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DO
T-E (B
)
EX-D
OT-E (B
)
(B)VER-C
(B)
EX-DOT-E
97.5'
263262
261
260
301
DR C 68-508& MADELYN DOWELL, H/W
SAMUEL LEE DOWELL 18-046.00-029
MF#13120INSTR.# 20150622-0030348
& JOANNE H. JANOWSKI, H/WDAVID J. JANOWSKI
18-046.00-028
MF#13120INSTR.# 20030516-0060018
& KIMBERLY A. RAMSEYRICHARD RAMSEY, JR
18-046.00-109
INSTR. 20150421-0018107& ALICE K. MBWIRI, H/W
JARED KIMEI18-046.00-106
STA. 400+56.65END DA
74.6
7'
STA. 400+83.48END DA
201504280019328UTILITY EASEMENT PER MF
20' WIDE WATER AND EASE
MENT P
ER M
F 1
3120
20' W
IDE S
ANIT
ARY S
EW
ER
2569-307EAS
EMENT P
ER DR
20' WID
E PERPE
TUAL
1
P/O DR Q-76-443TRANSPORTATIONDEPARTMENT OF
STATE OF DELAWARE
EXISTING R/W
106'
EXISTING R/W
EXISTING R
/W
EXISTI
NG R/W
+
SB SR 896
NB SR 896
NB SR 896
SB SR 896
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
DST 81
1 STORY BLDG
74 80
DST
39958
42965
46E26
SPLIT RAIL FENCE
WOODS
HOTMIX
HOTMIX
CURB TYPE 2
CURB TYPE 2
CONCRETE
J.W.
GRASS
GRASS
GRASS
GRASS
CO
NCRETE
HOT
MIX O
VER
CO
NCRETE
HO
TMIX O
VER
HO
TMIX S
HO
ULD
ER
HOT
MIX S
HO
ULD
ER
CH
RIS
TIN
A RIV
ER
39890
42990
DPL
39904
42981
DPL
46D23
39928
42963
DPL
46D41
39937
42960
CN
46E31
39917
42974
DPL
46E33
VERIZON
J.W.
J.W.
RA
MP G
EXIS
TIN
G
15"
RCP
8" C
MP
18"
RCP
RCP15
"
G.V.
G.V.G
TP210
36" RCP
WV
15"
RCP
54" RCP
54" RCP
36" RCP
RAMP F
EXISTING
WOODS
WOODS
WOODS
FENCE6' CHAINLINK
TP221
WOODS
GAS MARKER
WOODS
WOODS
R/W F
ENCE
S
J.W.
J.W.
8" R
CP
RA
MP C
EXIS
TIN
G
CHRIS
TIN
A RIV
ER
HOTMIX
HOTMIX
TYPE 3
C&G
60 90
SCALE
300
FEET
N
MATCH LINE BO-15 STA. 3
05+5
0 BO-15
MAT
CH LIN
E P
ROPOSED R
AMP D
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 372+75 B
O-1
3
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 4
01+00 B
O-1
7
SOIL BORING PLAN
BO-16
PROP. RAMP A BL
304+00
305+00
PT 305+36.56
101+00102+00
PC 100+00.0
0PR
C 1
01+
20.9
8
LPROP. RAMP D B
373+00
434+00
435+00
PCC434+83.08 P
T 4
36+00.0
0
374+00 375+00376+00
PT 376+05.81
400+00401+00
399+00
400+00401+00
POE 376+29.66 (SR 896 SB
BK)=
POB 398+70.76 (SR 896 SB AHD)
PC 3
99+83.19=
374+00 375+00
376+00377+00
PT 377+49.81
POE 3
77+58.0
1
LCONSTRUCTION BSR 896 NB BK
EX. AND PR.
LCONSTRUCTION BSR 896 SB BK
EX. AND PR.
LCONSTRUCTION BSR 896 NB BK
EX. AND PR.
L
PO
T (
SR
896)
373+
53.0
3, 12.0
0'
PO
C 3
73
+6
0.4
1 (
SR
89
6 N
B B
K)=
CONSTRUCTION BSR 896 SB AHD
EX. AND PR.
POT (SR 896) 373+63.28, -12.00'POB/PC 373+55.93 (SR 896 SB BK)=
-
15" RCP
15" HDPE
30" RCP
30" RCP
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
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pw
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cu
men
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1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
7_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
2" CONDUIT
4" CONDUIT
DP-G 4"P (B) DP-G 4"P (B)
DP-G 4"P (B)
DP-G (B
)
DP-G (B
)
DP-G 12"S (B)
DP-G 12"S (B)
DP-G 12"S (B)
CN-W 8"DIP (B)
CN-W 8"DIP (B) CN-W 8"DIP (B)
CN-W 8
"DIP (B
)
CN-W 8"DIP (B)
CN-W 8
"DIP (B
)
VER-C (B)
VER-C (B)
VER-C (B
)
VER-C (B)
VER-C (B)
EX-SIG
EX-SIG
CN-S 8
"VCP
CN-S 8"VCP
CN-S 10"VCP
CN-S 10"VCP
VE
R-C (B)
DP-
G (B)
DP-E (B)
VER-C (B)
CN-W (C) D
P-
G (B)D
P-E (B)
CN-W (B
)
CN-W (B
)
EX-DOT-E (B)
EXISTING R/W
43'
43'
45'
88.7
2'
EXISTING R/W
EXISTING R/W
R/WEXISTING
279
267
265
266
20120405-0019324INSTR.#
JAMES W. WOOD18-046.00-094
142
141
140
INSTR.# 20020318-0025084896 TRUST, LLC18-046.00-024
140
PARCEL AMF#201504280019328
DR 2545-187SHRI SWAMI NARAYAN, LLC
18-046.00-026
INSTR.# 20020318-0025084896 TRUST, LLC18-046.00-024
20141022-0047378INSTR.#
SUNOCO, LLC18-046.00-023
PARCEL BMF# 201504280019328
DR 2545-187SHRI SWAMI NARAYAN, LLC
18-046.00-111
MF# 12721INSTR.# 20050620-0059490
ENTERPRISES, LLCSTARLINER
18-046.00-097
MF# 201503230012948INSTR.# 20010808-0064223R.R.C. RESTAURANTS, INC
18-046.00-108
1359-117DR
EASEMENT 10' SIGN
201504280019328UTILITY EASEMENT PER MF
20' WIDE WATER AND
1
+
+
NB SR 896
SB SR 896
NB SR 896
SB SR 896
D.I.
D.I.
D.I.
D.I.D.I.
1 STORY BLDG
AREA
PARKING
HOTMIX
AREA
PARKING
HOTMIX
AREA
PARKING
HOTMIX
AREA
PARKING
HOTMIX
AREA
PARKING
HOTMIX
(REDROOF INN)
2 STORY BLDG
CONC. SW
C&G TYPE 3
(FRIENDLY'S)
BLDG
STORY
1
(JERSEY MIKE'S SUBS)
1 STORY BLDG
HOTMIX
HOTMIXHOTMIX
HOTMIX
CURB TYPE 2
CURB TYPE 2
CURB TYPE 2
CURB TYPE 2
GRASSGRASS
GRASS
(SUNOCO)
1 STORY BLDG
CONC. SWCONC. SW
CONC. SW
C&G TYPE 3
C&G TYPE 3
C&G TYPE 3
C&G TYPE 3
(RODEWAY INN)
2 STORY BLDG
PUMPS
GAS46D22
39951
42956
CN
46D243996342953
CN
46D25
39966
CN
39976
42945
46D27
CN
39983
42941
46D28
CN
F.H.WV
36" RCPS
WVWVG.V.
36" H
DPE
15" H
DPE
LAMP
LAMP
D
T
30" RCP
D
S J.W.
J.W.
WVD
S
J.W.
30" RCPG.V.
15" RCP
18" RCP
18" RCP
WV
WVWVWVWV
F.H.
LAMPLAMP
LAMP
WV G.V. G.V.LAMP
LAMP
LAMP
S
SIGNSUBS MIKE'SJERSEY
HATCHWITH ACCESS
CONC. PAD
CURB TYPE 2
SIGNFRIENDLY'S
BOLLARDSSTEEL
CONC. PAD &
FE
NCE
WOODS
BUMPERS (TYP.)CONCRETE
WV
EM
HATCHACCESSGASLINE
CONCRETE
CONCRETE
D.I.
+
+
TYPE 3
C&G
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 4
01+00
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 406+50
60 90
SCALE
300
FEET
N
BO-17
SOIL BORING PLAN
PROP. RAMP D BL
300+00301+00
302+00
303+00
PC 300+00.00
PT 3
01+
00.0
0
PC 3
02+39.8
9
401+00402+00 403+00 404+00
405+00406+00
PT 4
04+44.5
1
401+00402+00 403+00 404+00 405+00
406+00
PC 4
01+
20.4
9
PT 4
04+23.3
2
LCONSTRUCTION B
SR 896 SB AHD
EX. AND PR.
LCONSTRUCTION B
SR 896 NB AHD
EX. AND PR.
-
15" RCP
15" RCP
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
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pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
8_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
4" C
ON
DUIT
2" C
ON
DUIT
DP-G 1
2"S (B
)
DP-G 4"P (B)
DP-G 4
"P (B
)
DP-G 4"P (B)
DP-G 12"S (B)
DP-G 12"S (B)
DP-G 12"S (B)
CN-W 6
"DIP (B
)
8"DIP
CN-W 8"DIP (B) CN-W 8"DIP (B)
VER-C (B)
VER-C (B)VER-C (B)
VER-C (B
)
EX-SIGEX-
SIG
EX-SIG
EX-SIG
EX-SIG
CN-W 8
"DIP (B
)
CN-W 8"DIP (B)
DP-G 2
"PY (B
)
DP-G 2"PY (B)
EX-SIG
EX-SIG
EX-SIG
EX-SIG
EX-SIG
CN-S 8"VCPCN-S 8"VCP
CN-S 8"VCP
DP-
G (B)D
P-E (B)
DP-E (B)
EX-D
OT-E (B
)
EX-D
OT-E (B
)
CN-S 8
"VCP
CN-S 8
"VCP
CN-S 8
"VCP
43'
33'
33'
45'
43'
45'
31.50'
31.50'
24.79'
25.16'
68.30'
107'
EXISTING R/W
EXIS
TIN
G R/W
EXIS
TIN
G R/W
EXIS
TIN
G R/W
EXIS
TIN
G R/W
35.3
9'
EXIS
TIN
G R/W
45'
48'
33'
143
145
146
269
INSTR.# 20010330-0021690SMO INCORPORATED
18-044.00-135
INSTR. # 20020816-0079419BICOR DE, LLC18-046.00-093
PARCEL 1INSTR. # 20180223-0008916
AVENUE, LLC1050 SOUTH COLLEGE
18-046.00-092
PARCEL 2INSTR. # 20180223-0008916
AVENUE, LLC1050 SOUTH COLLEGE
18-046.00-022
004737820141022-
INSTR.# SUNOCO, LLC18-046.00-023
141
EXISTING R/W
R/W
EXISTING
EXISTING R/W
EXIS
TING R/W
R/W
EXIS
TIN
G
EXISTING R/W
EXISTING R/W
43'
++
+
WELS
H T
RACT R
D
WELS
H T
RACT R
D
SB SR 896
NB SR 896
SB SR 896
NB SR 896
C.M.I.P.
I.P.
D.I.D.I.
D.I.
D.I.
D.I.
D.I.D.I.
D.I.
D.I.
D.I.
AREA
PARKING
HOTMIX
AREA
PARKING
HOTMIX
(CANDLEWOOD SUITES)
6 STORY BLDG
(SHOPPES AT 896)
1 STORY BLDG
MARKET)
(BOSTON
BLDG
STORY
1
(TYP.)
G.V.
AREA
PARKING
HOTMIX
CABINET
CONTROL
TRAFFIC
CO
NC. S
W
AREA
PARKING
HOTMIXCO
NC. S
W
CO
NC. S
W
CONC. SW
6'
VIN
YL F
EN
CE
46D15
896 SIGN
SHOPS OF
BASE
OLD UP
HO
TMIX
HOTMIX
HOTMIX
HO
TMIX
CURB TYPE 2
GRASS
GRASS
GRASS
CONC. SW
C&G TYPE 3
C&G TYPE 3
(GARAGE)
1 STORY BLDG
PUMPS
GAS
CU
RB T
YPE 2
CU
RB T
YPE 2
46D12
39998
42933
CN
46D16
40006
42928
CN
46D17
40015
42923
CN
46C12
40015
42917
CN
46D15
39993
42920
DPL
CURB TYPE 2
G.V.
WV 30" RCP
J.W.D
S.C.O.
S.C.O.
S.C.O.
WV
WV
WV
F.H.
G.V.
D.I.
15" R
CP
30" RCP
24" R
CP
24"
RCP
18"
RCP
18" RCP
18" RCP
18" RCP
TP211
220TP
18" RCP
18" R
CP
24" R
CP
15" R
CP
24" R
CP
WV
G.V.
G.V. WVD
WV
WV
S
MB
G
WV
WVWV
F.H.J.W.
J.W.
J.W.
J.W.
J.W.
S
LAMP
LAMP
LAMP
LAMP
D
D
S
D
WV
S
J.W.
D
J.W.
U
LAMP
LAMP
LAMP
T
S
J.W.
SJ.W.
J.W.
CURB TYPE 2
CURB TYPE 2
SIGNSUBS MIKE'SJERSEY
WOODS
WOODS
PADCONC.
POLESIGNAL
J.W.J.W.
LAMP
LAMP
SIGN
CONCRETE
+
+
+
++
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
J.W.
WV
+
+
+
MATC
H LIN
E E
XIS
TIN
G S
R 896 S
TA. 406+50
60 90
SCALE
300
FEET
N
BO-18
SOIL BORING PLAN
407+00408+00
409+00410+00
POE 4
10+72.6
3
407+00408+00
409+00410+00
POE 4
10+42.18
SR 896 SB AHD STA. 407+83.10=WELSH TRACT ROAD STA. 10+00.00
8+00
9+00
10+00
11+00
12+00
LCONSTRUCTION BWELSH TRACT ROAD EX. R/W AND PR.
STA. 407+84.76=
SR 896 NB AHD
STA. 10+18.19
WELSH TRACT ROAD
-
EX-FO
ATT-FO (B)
ATT-FO (B)
DP-G 12"S (B)
DP-G 1
2"S (B)
DP-G 1
2"S (
B)
DP-G 1
2"S (
B)
DP-G 1
2"S (
B)
DP-G 1
2"S (
C)
DP-G 1
2"S (
C)
12"
STEEL C
ASIN
G
ATT-FO (B) ATT-FO (B)
EX-FO (B)
EX-FO (B)
EX-FO (B
)
EX-DO
T-E (B
)
EX-DOT-E
(B)
EX-DOT-E (B)EX-DOT-E (B) EX-DOT-E
(B)
EX-DOT-E (B)EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)EX-DOT-E (B)
DELAWARESTATE OF
170.1
1'
192.7
4'
DR 1872-65CITY OF NEWARK
18-045.00-036
DR 1872-69CITY OF NEWARK
18-052.00-002
DR K-93-1NEW CASTLE COUNTY
11-009.00-030
DR 1872-69CITY OF NEWARK
18-052.00-002
137
131
131
138
150.4
4'
EXIS
TIN
G R/W
NB I-95
WELS
H T
RACT R
D
WELSH T
RACT R
D
TEST STA.
GAS MARKER
GAS VENT
GAS MARKER
C.M.
WOODS
HOTMIX
HOTMIX
GRASS
STONE
GRASS
HEADWALL
HEADWALL
FENCE
18" RCP
18"
RCP
30" RCP
30" RCP
18" RCP
30" RCP
18"
RCP
60"
RCP E
LLIP
TIC
AL
66" RCP ELLIPTICAL
18" RCP
18" RCP
18" RCP
TP102
18" RCP
18" RCP
30" RCP
NB I-95
CONCRETE
OVER
HOTMIX
18" RCP
30" RCP
C.M.
D.I.
D.I.
D.I.
D.I.D.I.
D.I.
D.I.
D.I.
D.I.
CONCRETE
OVER
HOTMIX
FENCE
WOODS
WOODS
WOODS
SB I-95 CASH
SB I-95 E-ZPASS
SB I-95 E-ZPASS
SB I-95 CASH
PROP. RAMP F
HOTMIX
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIERBIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O1
9_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 106+
50
60 90
SCALE
300
FEET
N
BO-19
SOIL BORING PLAN
TIE-IN TO EX. BARRIER
PROP. RAMP F BL
L310+00
101+00
102+00
311+00
103+00
312+00
313+00
104+00105+00
314+00
106+00
315+00
401+00402+00
AND CONSTRUCTION BEX. AND PR. I-95 R/W
LCONSTRUCTION BEX. AND PR. I-95 SB CASH LANES 400+0
0
-
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
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.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O2
0_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-FO
EX-FO
EX-FO
ATT-FO (B)
ATT-FO (B)
ATT-FO (B)
ATT-FO (B) ATT-FO (B)
EX-FO EX-FO
EX-DOT-E (B)
EX-DOT-E (B)EX-DOT-E (B)
EX-DOT-E (B)
STATE OF DELAWARE
17
0'
15
0.2
0'
DR K-93-1NEW CASTLE COUNTY
11-009.00-030
MF 4019DR K-93-1
NEW CASTLE COUNTY11-009.00-056
138
128
127.26
J.W.ON CONCSIGNAL BOX
C.M.
I.P.
D.I.
GUTTER
CONCRETESIGN FOUNDATION
CANTILEVER
STONE
POST
FENCE
FENCEFENCE
30" RCP
18"
RCP
FLOWABLE FILLFILLED WITH18" RCP
TP103
TP124
D
18" RCP
18" RCP18" RCP
18" RCP
30" RCP
D.I.
D.I.
D.I.
J.W.
CONCRETE
OVER
HOTMIX
NB I-95
CONCRETE
OVER
HOTMIX
J.W.
SB I-95 CASH
SB I-95 E-ZPASS
SB I-95 CASH
SB I-95 E-ZPASS
NB I-95
HOTMIX
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRE
TE BARRIER
BIFURCATED CONCRE
TE BARRIER
MATC
H LIN
E E
XIS
TIN
G I-9
5 S
TA. 1
06+50
60 90
SCALE
300
FEET
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
11
+5
0
N
BO-20
SOIL BORING PLAN
L
107+00
316+00
317+00
109+00
318+00
108+00
319+00320+00
110+00 111+00
CS 10
9+17.6
9
ST
111
+17
.69
PT
320+
48.2
2
403+00
404+00405+00
406+00 407+00
PT
40
7+
31
.34
AND CONSTRUCTION BEX. AND PR. I-95 R/W
PROP. RAMP F BL
LCONSTRUCTION BEX. AND PR. I-95 SB CASH LANES
-
18" RCP18" RCP
18" RCP
RCP18"
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O2
1_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-FOEX-FO
EX-FO
ATT-FO (B)ATT-FO (B)
EX-FOEX-FO
EX-DOT-E (B) EX-DOT-E (B)
EX-DOT-E (B) EX-DOT-E (B)
DR A21-353DR V11-31, DR_X11-224
DR N6-40, DR V7-318BAPTIST CHURCH
TRUSTEES OF WELSH TRACT11-009.00-032
DR A-21-353DR X-11-224DR V-11-31DR V-7-318DR N-6-40
WELSH TRACT BAPTIST CHURCHTRUSTEES OF 11-009.00-049
MF 4019DR K-93-1
NEW CASTLE COUNTY11-009.00-056
128 127
139
DR K-93-1NEW CASTLE COUNTY
11-009.00-030
138
15
0'
17
3.2
5'
+
NB I-95
J.W.
C.M.
C.M.
I.P.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
WOODS
WOODS
WOODS
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
GRASS
HEADWALL
FENCE
POST
HEADWALL
18"
RCP
30" RCP
18"
RCP
30" RCP
18
" R
CP
42" x 2
7"
RCP
TP123
TP104
WOODS
NB I-95
CONCRETE
OVER
HOTMIX
R/W FENCE
EXIT SIGN EXIT SIGN
D
SB I-95 CASH
SB I-95 E-ZPASS
SB I-95 CASH
SB I-95 E-ZPASS
D
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 117+
00
60 90
SCALE
300
FEET
N
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
11
+5
0
BO-21
SOIL BORING PLAN
PROP. RAMP F BL
112+00
321+00 322+00
113+00 114+00 115+00 116+00
326+00325+00324+00323+00
408+00 409+00 410+00 411+00 412+00 413+00
AND CONSTRUCTION BEX. AND PR. I-95 R/W
L
LCONSTRUCTION BEX. AND PR. I-95 SB CASH LANES
-
18" RCPRCP18"
EX-FO
EX-FOEX-FO
ATT-FO (B)
ATT-FO (B)
ATT-FO (B)
EX-FO EX-FO EX-FOEX-DOT-E (B) EX-DOT-E (B)
180'
150'
DELDOT CONTRACT I-1(21)FREEWAYSDR A21-353
DR V11-31, DR_X11-224DR N6-40, DR V7-318
BAPTIST CHURCHTRUSTEES OF WELSH TRACT
11-009.00-032
DR A-21-353DR X-11-224DR V-11-31DR V-7-318DR N-6-40
WELSH TRACT BAPTIST CHURCHTRUSTEES OF 11-009.00-049
139
127
J.W.
WOODS
WOODS
JERSEY BARRIER
CONCRETE
OVER
HOTMIX
GRASS
STONE
30" RCP
18"
RC
P
30" RCP
18
" R
CP
24"
RCP
TP105
NB I-95
CONCRETE
OVER
HOTMIX
WOODS
NB I-95
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
WOODS
WIRE FENCEWIRE FENCE
BASECONC. SIGN
R/W FENCE
R/W FENCE
D.I.
D.I.
D.I.
D.I.
DD
SB I-95 CASH
SB I-95 E-ZPASS
SB I-95 CASH
SB I-95 E-ZPASS
D.I.
BIFURCATED CONCRETE BARRIER
BIFURCATED CONCRETE BARRIER
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O2
2_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 117+
00
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 123+
00
60 90
SCALE
300
FEET
N
BO-22
SOIL BORING PLAN
L
PROP. RAMP F BL
PROP. RAMP H B
601+00 602+00 603+00 604+00
PO
B 6
00
+0
0.0
0
L
L
118+00
327+00 328+00
119+00 120+00
329+00 330+00
122+00121+00
331+00
123+00
332+00
414+00 415+00 416+00417+00
418+00
419+00P
C 4
15+
01.4
5
PT 4
17+27.6
3
PC 4
17+99.3
6AND CONSTRUCTION BEX. AND PR. I-95 R/W
CONSTRUCTION BEX. AND PR. I-95 SB CASH LANES
-
18" RCP
EX-F
O
EX-FO
EX-FO
ATT-FO (B)
ATT-FO (B)
EX-FO EX-FO (B)
EX-FO (B)
EX-DOT-E (B)EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-
E (B)
EX-D
OT-E (B)
EX-DOT-E (B)
170'
220'
DELDOT CONTRACT I-1(21)FREEWAYSDR A21-353
DR V11-31, DR_X11-224DR N6-40, DR V7-318
BAPTIST CHURCHTRUSTEES OF WELSH TRACT
11-009.00-032
DR A-21-353DR X-11-224DR V-11-31DR V-7-318DR N-6-40
WELSH TRACT BAPTIST CHURCHTRUSTEES OF 11-009.00-049
127
139
300
302
DELAWARESTATE OF
P/O DR O-70-99P/O DR C-70-518
DEPARTMENT OF TRANSPORTATIONSTATE OF DELAWARE
NB I-95 NB I-95
SB I-95
J.W.
D.I.
WOODS
WOODS
JERSEY BARRIER
JERSEY BARRIER
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
STONE
CONC.
WOO
DS
HEADWALL
J.W.
WOO
DS
WIR
E FE
NCE
GRASS
GRASS
GRASS
POST
METAL
HOTMIX S
HOUL
DERH
OTMIX S
HOUL
DER
HOTMIX
OVER C
ONCR
ETE
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
30" RCP
48
" R
CP
30" RCP
30"
RCP
30" RCP
30" RCP
CM
P
18"
TP122
RAMP F
EXIS
TING
WIRE FENCE
MARKERFIBER
BURRIEDAT&T
WOODS
GUTTERCONCRETE
R/W FENCE
R/W FENCE
PROP. RAMP F
SB I-95 E-ZPASS
SB I-95 CASH
BIFURCATED CONCRETE BARRIER
D.I.
D.I.
D.I.
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O2
3_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
60 90
SCALE
300
FEET
N
MATCH LINE BO-15
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
23
+0
0 B
O-2
2
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
29
+0
0 B
O-2
4
BO-23
SOIL BORING PLAN
PROP. RAMP F BL
LPROP. RAMP H B
605+00 606+00 607+00 608+00 609+00 610+00
123+00
124+00 125+00 126+00 127+00 128+00
129+00
333+00 334+00 335+00 336+00 337+00 338+00
PC
334+
99.6
7
420+00421+00 422+00 423+00 424+00 425+00
PT 421+12.01PC 421+83.51
AND CONSTRUCTION BEX. AND PR. I-95 R/W
L
LCONSTRUCTION BEX. AND PR. I-95 SB CASH LANES
SB-01
-
18" RCP
CONTRACT
T201609002
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDA / REVISIONS SECTION
SHEET NO.
26-O
CT
-2020
09
:21
pw
://d
eld
ot-
pw
.ben
tley
.co
m:d
eld
ot-
pw
-01
/Do
cu
men
ts/0
1_
Acti
ve_
Pro
jects
/DelD
OT
_C
ap
ital_
Pro
jects
/T2
01
60
90
02
_1
76
9_
4B
_C
EI/
40
0_
CA
DD
/42
0_
RO
AD
/42
4_
DIS
PL
AY
S/B
O2
4_
RD
SF
_T
20
16
09
00
2_
CE
I
INTERCHANGEI-95 AND SR 896 CEI
K. SMAGALA
S. PENOZANEW CASTLE
N/A
EX-FO (B)
EX-FO (B)
EX-FO (B)
EX-FO (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)EX-DOT-E (B) EX-
DOT-
E
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
EX-DOT-E (B)
E (B)
EX-DOT-
EEX-D
OT-
+
SB I-95
NB I-95
SB I-95
NB I-95
J.W.
WOODS
WOOD
S
J.W.
JERSEY BARRIER
HOTMIX OVER CONCRETE
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
CONCRETE
OVER
HOTMIX
HOTMIX O
VER
CONCR
ETE
HOTMIX SHOULDER
AREA
SWM
EXISTING
AREA
SWM
EXISTING
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
D.I.
48"
RCP
18" RCP
6" PVC
36"
RCP
36"
RCP
36" RCP36" RCP36" RCP
18" RCP
30"
RCP
RCP
15"
8"
CM
P
30" RCP
TP106
TP121
EXISTI
NG R
AMP
D
EXISTING RAMP H
ON CONC.SIGNAL BOX
SIGN BASECONC. HIGHWAY
ST
RU
CT
UR
EO
VE
RH
EA
D S
IGN
WOODS
RAMP C
EXISTING
AND CAPPEDABANDONED18" RCP
D.I.
D.I.D.I.
6" PVC
DD
AND CAPPEDABANDONED18" RCP
J.W.
J.W.
J.W.
J.W.J.W.
D.I.
D.I.D.I.
D.I.
D.I.
60 90
SCALE
300
FEET
N
MATCH LINE BO-09
BO-13
RAMP C STA. 240+50
MATC
H LIN
E P
ROPOSED
MATCH LINE PROPOSED RAMP D STA. 312+00 BO-15
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
29
+0
0 B
O-2
3
BO-13
501+40
RA
MP G S
TA.
PR
OPOSED
MATC
H LIN
E
MA
TC
H L
INE
EX
IST
ING
I-9
5 S
TA
. 1
35
+5
0 B
O-1
2
BO-10
H ST
A.61
5+25
PROP
OSED R
AMP
MATC
H LI
NE
235+50 BO-10
RAMP C STA.MAT
CH LINE PROPO
SED
BO-10
RAMP D ST
A. 317+
00
MATCH
LINE P
ROPO
SED
BO-24
SOIL BORING PLAN
RAMP F B
PROP.
PROP. RA
MP C BL
L
LPROP. RAMP H B
611+00 612+00
613+00
614+00
615
+00
PC
61
1+
85
.23
312
+00
313
+00
314
+00
315
+00
316
+00
317
+00
PC 3
12+51.72
236+00
237+00
238+00
239+00
240
+00
RA
MP D B
PR
OP.
L
129+00
130+00
131+00 132+00
339+00 340+00 341+00 342+00
133+00 134+00 135+00
343+00 344+00
PT
34
1+
94
.09
PRC 3
38+43.9
5
426+00
427+00
428+
00
429+
00
430+
00
PRC425+28.93
PC
C425+84.0
0
PT 42
7+71.
38
PC 4
29+17.85
500+
00
501+
00
POB 5
00+00.00/
AND CONSTRUCTION BEX. AND PR. I-95 R/W
L
LCONSTRUCTION BEX. AND PR. I-95 SB CASH LANES
SWB-03
SB-02
SB-03
SB-73SB-72
SB-75
SB-74
SB-69
SB-68
SB-71SB-70
SB-65
SB-64
SB-65A
SB-98SB-95
