updated sheets 3-31
TRANSCRIPT
MA
TC
H
LIN
E S
TA 10
8+
00
60 90
SCALE
300
FEET
ROADWAY CORE SCHEDULE
NO. STATION OFFSET DESCRIPTION
1 104+38.93 -15.00 7.5" HMA / 1" ST
**MATCH CURB FLOWLINE ELEVATION
*MATCH CURB FLOWLINE OFFSET
2 104+67.70 -8.79 14.5" HMA / 6" FILL
3 106+86.22 9.95 8" HMA / 8" PCC
4 107+20.70 16.97 8" HMA
DI
2
P
2
P
1
DI
1
P
3
C
2
DI
3
RL
O
P
5
DI
5
RL
ORL
O
RL
O
RM
C
RM
C
RL
O
RM
C
RL
O
RL
O
C
1
DI
4
P
4
DI
6
P
6
DI
7
P
7
C
1
DI
8
C
2
P
8
M
3
M
4
M
5
M
6
CURB SCHEDULE
NO. ITEM DESCRIPTION / TYPE LENGTH
RIGHT-OF-WAY MONUMENT SCHEDULE
NO. TYPE STATION OFFSET NORTHING EASTING
DRAINAGE INLET SCHEDULE
NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.
DRAINAGE PIPE SCHEDULE
NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
3 100+41.83 25.00 245881.8374 722562.2348CAPPED REBAR
4 100+41.67 40.00 245875.9727 722576.0417CAPPED REBAR
5 102+36.58 40.00 246056.1950 722650.2803CAPPED REBAR
6 102+36.58 45.00 246054.2906 722654.9034CAPPED REBAR
17.94**148" x 30"*100+62.961
17.62**148" x 30"*100+63.002
20.04**148" x 30"*102+17.843
17.01**148" x 30"*102+67.884
21.85**148" x 30"*102+92.665
16.33**148" x 48"*104+23.846
15.27**148" x 48"*105+04.467
22.01**134" x 24"*105+94.848
BOX PIPE POLEPOST
WELLJUNC.
BOXPOLE/ POST
CONCRETEPOLEPOLE
RM
CRM
C
A
C
POST
RL
O
RL
O
17.8217.940.003040.00IV1 14" x 23" RCP
17.2117.620.0030136.00IV2 18" RCP
18.1420.040.0140136.00IV3 15" RCP
16.5317.010.0030160.00IV4 21" RCP
20.2421.850.0100160.00IV5 15" RCP
15.4716.330.0030288.00IV6 21" RCP
14.6715.270.0030200.00IV7 21" RCP
19.5022.010.0149168.00IV8 15" RCP
2.4122.84-15.69101+80.402A VER-C 2.5" CABLE
3.1722.84-15.69101+80.402B VER-C 2" CABLE
2.7922.78-17.02101+81.152C VER-C 3" CABLE
2.6722.77-16.02101+80.003 VER-C 1" CABLE
1.4823.6723.16101+78.534 VER-FO 2.5" PVC
2.4826.9120.59106+53.956B UNKNOWN 1" CABLE
0.8625.4713.83107+31.047 UNKNOWN CONCRETE
2.1025.2117.46107+30.698 DELDOT 2" METAL
14
CONSTRUCTION PLAN
CP-01
N
4.3623.59-28.08102+93.11101 DEC-E (3) 6" CONDUIT
4.5523.57-28.35103+12.29101A DEC-E (2)3"CAB&(2)6"COND
9.1724.10-27.18103+93.96101B DEC-E (2)3"CAB&(2)6"COND
DND
POLE
-26.9120.59106+53.956A DEC-E PROBED 15'
-26.75-25.11104+98.20102 DEC-E PROBED 23'
UD
136
UD
160
UD
215
UD
106
UD
107
UD
139
UD
288
UD
160
UD
136
SIGNPRIVATE
CONTRACT
T201200902
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
\\D
OTFS08\c
add\A
ctiv
e_
Desig
ns\S
US
SE
X\0
24\r
oad\T
201200902\Pla
ns\M
OD
EL P
LA
NS O
NL
Y\C
P 00.d
gn
07:5
7
31-M
AR-2
020
SR24 AT ANGOLA ROAD ARROW HEAD ROAD AND HSIP SC, SR24 AT CAMP N/A
W. NAUMAN
C. ESHAM
PD
1 750I.P.C.C. CURB AND GUTTER, TYPE 1-4
2 750I.P.C.C. CURB AND GUTTER, TYPE 1-4
RL
PO
M
1
M
2
1 100+10.00 40.00 245887.3935 722495.9345CAPPED REBAR
2 100+10.00 25.00 245871.4467 722503.8786CAPPED REBAR
8.8322.49-17.58101+74.691 SC-S 20" PLASTIC
101+00100+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
POLELIGHT
SIGNPRIVATE
VER-FO (B)
VER-FO (B)
VER-C (B)
HOT MIX
DEC-E (
B)
DEC-E (B)
VER-C (B)
TH 4
TH 1
ST
ON
E
HO
T
MIX
12" CMP
DIR
T
40770DEC
15"15" 30" 18"
VER-FO (B)
40769DEC
30"
HO
T
MIX
VER-FO (B)
40772DEC
VER-C (B) VER-C (B)EX-SIG (B)
TH 8
TH 7HOT MIX
40771DEC
TH 6
ST
ON
E
VER-C (B)
10"
3"HO
T
MIX
3"
RESIDENTIAL1 STORY
3"
4"
3"3"
J.W.MB
J.W.J.W.
MB
RESIDENTIAL2 STORY
MB MB
CORE 1CORE 2
CORE 3CORE 4
TH 3
TH 2
DEC-E (B)
DEC-E (B) UNK
UNKTH 101TH 101A TH 101B TH 102
SC-S (B) SC-S (B)
RESIDENTIAL1 STORY
SR 24 SR 24
I.P.
T
I.P.
TP 18A
I.P.
C.M.I.P.TT
+
+
VER-C
+
+
T
TP 24A
T
+
+
5'
15'
15'
5'
11'
15'
15'
11'
19'
15'
15'
11'
EXISTING R/W
PER D 2935 157DEC EASEMENT
EXISTING R/W
PER D 2935 157DEC EASEMENT
EXISTING R/W
EXISTING R/W
25'
25'
25'
25'
40'
45'
45'
11-L
D 2972 72CENTER FOR NEUROLOGY PROPERTIES, LLC
234-11.00-59.05
D 3624 1HELEN G. DORMAN, H/W
DONALD W. DORMAN AND 234-11.00-56.02
D 2802 29MARK A. RILEY
234-11.00-56.00
13-R
D 2548 228MARK A. RILEY
234-11.00-56.08
1-R 3-R2-R
1-L
D 1856 6BARBARA A. DORMAN
234-11.00-56.05
PB 70-304D 2588 113
CARLTON 0. DORMAN234-11.00-60.01
D 3253 209HAROLD R. ENNIS, JR
234-11.00-56.06
40'
40'
40'
MA
TC
H
LIN
E S
TA 11
4+
50
MATCH LINE STA 214+50
MATCH LINE STA 218+50
TO ITEM 702000 - TRIANGULAR CHANNELIZING ISLANDS
THE COST FOR CONTSTRUCTING THIS CURB IS INCIDENTAL **
WITHIN THE LIMITS OF THE GUARDRAIL END TREATMENTS.
SEE STANDARD CONSTRUCTION DETAILS FOR DEPRESSED CURB REQUIREMENTS *
POLE
CABINETPOLE/
POLE POLE
POLE
POLE
FENCEPIPEPOLE
POLE
POLE
POLE
C
3
RM
C
RM
C
RL
O
P
8
DI
10
M
10
RL
O
M
11
DI
21
C
3
RL
O
P
21
C
O
GR
2
C
8
M
12
GR
1
RM
C
M
13
RL
O
P
30
FES
3
RM
C
P
31
RL
ODND
RL
O
RL
O
FES
2
P
29
M
9
RM
C
FES
1
RM
C
C
6
C
7
A
C
RM
C
RM
C
C
5
C
4
P
7
P
10
DI
9
P
9
DI
11
A
C
RL
O
P
11
DI
12
RM
C
RL
O
P
12
DI
13
M
8
P
13
C
4
P
14
DI
14
P
15
ROADWAY CORE SCHEDULE
NO. STATION OFFSET DESCRIPTION
5 109+70.23 60.00 6" HMA / 1" ST
8 113+02.52 13.77 6.25" HMA
7 111+77.63 -17.64 8" HMA
6 215+88.01 14.89 13" HMA
60 90
SCALE
300
FEET
CURB SCHEDULE
NO. ITEM DESCRIPTION / TYPE LENGTH
FLARED END SECTION SCHEDULE
NO. SIZE / TYPE SLOPE SAFETY GRATE
2 0.0030 NO36" RCP
3 0.0030 NO36" RCP
1 0.0067 NO24" RCP
GUARDRAIL SCHEDULE
NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH
RIGHT-OF-WAY MONUMENT SCHEDULE
NO. TYPE STATION OFFSET NORTHING EASTING
CAPPED REBAR 722801.2933246868.2077-45.00218+03.478
CAPPED REBAR 722927.1013246951.3764-45.00111+69.739
CAPPED REBAR 722912.6016246679.881245.00109+13.1710
CAPPED REBAR 723018.5859246709.8014-45.00215+34.5711
CAPPED REBAR 722999.2557246829.081840.00216+20.4512
CAPPED REBAR 722989.0125246865.377145.00111+13.7913
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
2.8922.9818.41108+57.9411 VER-C 2.5" CABLE
3.0422.7421.96108+60.8712 VER-C 1" CABLE
2.7813.17-21.30214+93.5714 VER-C 1" CABLE
2.7213.93-27.06214+92.5913A UNKNOWN 1.5" CABLE
** MATCH CURB FLOWLINE ELEVATION
* MATCH CURB FLOWLINE OFFSET
DRAINAGE PIPE SCHEDULE
NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.
4.764.780.001020.00IV30 36" RCP
4.664.680.001020.00IV29 36" RCP
5.6111.100.0254216.00IV21 15" RCP
11.6312.040.0030136.00IV15 15" RCP
11.0011.430.006764.00IV14 24" RCP
11.6312.190.008764.00IV13 21" RCP
12.3912.950.008764.00IV12 21" RCP
13.1513.850.008780.00IV11 21" RCP
19.0219.300.005056.00IV10 14" x 23" RCP
14.0514.470.008748.00IV9 21" RCP
DRAINAGE INLET SCHEDULE
NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.
14.47**148" x 48"*108+65.849
19.30**148" x 48"*108+65.8410
13.85**148" x 48"*109+14.9811
12.95**148" x 48"*109+95.0412
12.19**148" x 48"*217+72.7013
11.43**148" x 48"*218+37.7514
11.10**448" x 30"*215+22.5921
PC
5
PC
5
PC
5PC
2
PC
2
PC
2
15
CONSTRUCTION PLAN
CP-02
N
MA
TC
H
LIN
E S
TA 10
8+
00
-12.8332.43214+91.9615 TU-W PROBED 15'
-12.8334.33214+90.37309 TU-W PROBED 10'
-17.4633.04217+40.56310 TU-W PROBED 13'
2.5912.8323.37214+93.40309A VER-C 3" PLASTIC
-21.12-29.49109+79.2550 DEC-E PROBED 15'
-16.55-37.61111+31.57104 DEC-E PROBED 16'
-24.05-25.97108+40.91103 DEC-E PROBED 16'
UDO
1
UDO
2
UD
61
UD
151
UD
151
UD
64
UD
11
UD
162
UD
223
UD
223
UD
238
UDO
5
UDO
3
UNDERDRAIN OUTLETS
NO. LENGTH DIS. EL.
13.904.002
14.324.003
15.124.004
12.004.001
14.8615.030.003056.00IV31 24" RCP
CONTRACT
T201200902
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
\\D
OTFS08\c
add\A
ctiv
e_
Desig
ns\S
US
SE
X\0
24\r
oad\T
201200902\Pla
ns\M
OD
EL P
LA
NS O
NL
Y\C
P 01.d
gn
09:4
1
02-A
PR-2
020
SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A
W. NAUMAN
C. ESHAM
PD
POLE
RL
O
RIPRAP SCHEDULE
NO. TYPE AREA (SY)
RR
1
RR
2
RR
3
1 5.00R-4
2 5.00R-4
3 13.00R-4
3 346I.P.C.C. CURB AND GUTTER, TYPE 1-4
4 348I.P.C.C. CURB AND GUTTER, TYPE 1-4
5 143**P.C.C. CURB, TYPE 2
6 114**P.C.C. CURB, TYPE 2
7 86**P.C.C. CURB, TYPE 2
8 110*I.P.C.C. CURB AND GUTTER, TYPE 1-4
FES
4
4 0.0030 NO24" RCP
M
7
CAPPED REBAR 722844.9335246738.7775-45.00109+41.867
GR
3
RM
C
PIPE
RL
PO
5 0.0030 NO24" RCP
FES
5
12.2723.04-19.62108+60.0810 SC-S 20" PLASTIC
-13.93-27.06214+92.5913B SC-S PROBED 17'
50.0027.00216+09.821 GUARDRAIL END TREATMENT, TYPE 1-31
110.0025.00214+50.002 GALVANIZED STEEL BEAM, TYPE 1-31
50.0020.00218+04.903 GUARDRAIL END TREATMENT, TYPE 1-31
UD
48
UDO
4
13.084.005
RL
O
POLE
HOT MIX
4' WOOD
4"2"
3"3"
3"
3"
40774DEC
4"
3"
POLESIGNAL
2"
3"
3"
40775DEC
TH 13TH 14
VER-C (
B)
TH 15VER-C (
B)
POLESIGNAL
40776DEC
VER-C (
B)
EX-SIG (B)
EX-SIG (B)EX-SIG (B)
VER-C (B)
EX-SIG (
B)
TH 50
114894DEC
CABINETSIGNAL
POLESIGNAL
102099DEC
VER-C (
B)
HOT MIX
POLESIGNAL
40777DEC
118261DEC
40778DEC
118260DEC
32232DEC
32231DEC
DIRT
12" RCP
EX-SIG (B)
HOT MIX
VER-C (B)VER-C (B)
15" CMP
DIR
T
6' CHAIN LINK
102100DEC
NUMBERNO
TH 11
TH 12
VER-C (B)
EX-SIG (B)VER-C (B)
J.W. J.W.
J.W.
J.W.
J.W.
TH 10
WO
ODS
HO
T MIX
4"
3"
3"
36"
RCP
CORE 6
CORE 5
CORE 7
CORE 8
DEC-E (B)
DEC-E (B)
UNK
TH 103 TH 104
TH 309
TH 310
TH 309A
TU-W (
B)
SC-S (B)
SC-S (C
) SR 24SR 24
RO
AD
RO
BIN
SO
NVIL
LE
AN
GO
LA R
OA
D
TU-W (
B)
T
23ATP
TP 36A
WELL
TP 19A
WV
+
+
I.P.
S
30ATP
19'
15'
15'
11'
LOC
LOC
20'8' 8' 15'
25'
23'
23'
28'
28'16'
23'
31'
27'
11'
15'
15'
19'
35'
16'
108+00 109+00 110+00 111+00 112+00 113+00 114+00
215
+00
216
+00
217
+00
218
+00
PC 218+03.47
50+00
51+00
EXISTING R/W
EXISTING R/WPER D 2935 157DEC EASEMENT
PER PB 74-03DELDOT EASEMENT
EXIS
TIN
G R/W
EXISTIN
G R/W
PER D 3
394 0
52
TU E
ASE
MENT
EXIS
TIN
G R/W
PER P
B 2
34-5
1D
ELD
OT E
ASE
ME
NT
EXIS
TIN
G R/W
PER D 2108 340 DEC EASEMENT
EXISTING R/W
EXISTING R/W
PER D 2
082 2
05
DEC E
ASE
MENT
PER D 2
082 2
05
DEC E
ASE
MENT
25'
25'
25'
25'
45'
40'
45'
45'
45'
40'
45'
TCE-1
TCE-2
R/
W-3
PE-2
R/W-3
TCE-4
TCE-3
TCE-1
PE-1
R/W-1 R/W-1PE-1
R/W-3
2-L
3-L
3-L4-R
PB 74-03D 2926 348
DICK ENNIS, INC234-11.00-56.03
1-L
PB 70-304D 2588 113
CARLTON 0. DORMAN234-11.00-60.01
PB 234-51D 4575 167
CARLTON O. DORMAN234-11.00-60.00
D 4276 126DOUBLE DB LP234-11.00-49.00
D 4276 126DOUBLE DB LP234-11.00-49.00
PB 7
4-0
3
D 2
926 3
48
DIC
K E
NNIS, IN
C
234-1
1.00-5
6.03
30'
30'
PER D 0
3411 2
17
TU E
ASE
MENT
R/W
TCE
MA
TC
H
LIN
E S
TA 11
4+
50
P
32
RL
O
P
33
RL
O
M
17
M
16
M
15
M
14
FLARED END SECTION SCHEDULE
NO. SIZE / TYPE SLOPE SAFETY GRATE
6 0.0026 NO15" RCP
RIGHT-OF-WAY MONUMENT SCHEDULE
NO. TYPE STATION OFFSET NORTHING EASTING
DRAINAGE PIPE SCHEDULE
NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.
16.2316.350.004824.00IV33 15" RCP
14 120+80.00 -45.00 246972.8655 722962.1275CAPPED REBAR
15 120+80.00 -25.00 247785.4204 723292.2977CAPPED REBAR
16 120+80.00 40.00 247760.6633 723352.3983CAPPED REBAR
17 120+80.00 25.00 247758.7589 723357.0214CAPPED REBAR
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
2.7918.1116.73115+46.4616 VER-C 3" CABLE
2.2417.9719.24115+46.0917 VER-C 1" CABLE
60 90
SCALE
300
FEET
ROADWAY CORE SCHEDULE
NO. STATION OFFSET DESCRIPTION
9 115+68.45 -17.09 6.5" HMA
10 115+45.83 9.16 15.5" HMA
16
CONSTRUCTION PLAN
CP-03
FES
9
15.3115.480.002664.00IV32 15" RCP
N
FES
6
FES
7
7 0.0026 NO15" RCP
8 0.0032 NO15" RCP
CONTRACT
T201200902
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
\\D
OTFS08\c
add\A
ctiv
e_
Desig
ns\S
US
SE
X\0
24\r
oad\T
201200902\Pla
ns\M
OD
EL P
LA
NS O
NL
Y\C
P 02.d
gn
07:5
7
31-M
AR-2
020
SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A
W. NAUMAN
C. ESHAM
PD
9 0.0032 NO15" RCP
RR
4
RIPRAP SCHEDULE
NO. TYPE AREA (SY)
4 5.00R-4
FES
8
UD
240
UD
240
UDO
7
UD
248
UD
124
UD
124
UDO
6
UD
248
UDO
8
UDO
9
UNDERDRAIN OUTLETS
NO. LENGTH DIS. EL.
15.604.006
16.794.008
15.414.007
16.474.009
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00
11'
15'
15'
11'
11'
15'
15'
11' 7'
15'
15'
5'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
PER D 2108 340 DEC EASEMENT
PER D 2108 340 DEC EASEMENT
25'
25'
25'
25'
45'
45'
45'
45'
R/W-3
R/W-1PE-1 PE-1
TCE-4
R/W-3TCE-4
PE-1
TCE-4
R/W-3
R/W-1R/W-1
3-L
3-L
D 4276 126DOUBLE DB LP234-11.00-49.00
D 4276 126DOUBLE DB LP234-11.00-49.00
VER-C (B) VER-C (B)
TH 16
TH 17
32233DEC
32234DEC
VER-C (B) VER-C (B)
WOODSWOODS
CORE 9
CORE 10
15" C
MPSR 24
HOT MIX HOT MIX
SR 24
D.I.TP 22A TP 21A
TP 20A
MA
TC
H
LIN
E S
TA 214
+50
60 90
SCALE
300
FEET
GUARDRAIL SCHEDULE
NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH
50.00-26.25209+00.004 GUARDRAIL END TREATMENT, TYPE 1-31
250.00-28.00209+50.005 GALVANIZED STEEL BEAM, TYPE 1-31
50.00-30.00212+00.006 GUARDRAIL END TREATMENT, TYPE 1-31
50.0018.00210+26.787 GUARDRAIL END TREATMENT, TYPE 1-31
377.5018.00210+76.788 GALVANIZED STEEL BEAM, TYPE 1-31
RIGHT-OF-WAY MONUMENT SCHEDULE
NO. TYPE STATION OFFSET NORTHING EASTING
M
19
M
18
RL
O
C
9
M
20
GR
4
M
22
C
O
GR
5
C
OM
23
P
23
DI
23
RL
O
GR
6
P
22
DI
22
M
25
C
9
P
21RM
C
RM
C
RL
O
GR
8
C
10
M
26
C
O
A
C
RM
CP
27
C
ODI
26
P
26
GR
8
GR
7
P
25
DI
25
P
24
DI
24
C
10
HYDRANT VALVE
PIPEPOST
19 206+20.00 -30.00 246117.1772 723711.5544CAPPED REBAR
18 206+20.00 -40.00 246108.6627 723706.3102CAPPED REBAR
20 208+60.00 -40.00 246269.3076 723513.9311CONCRETE
22 209+50.00 -45.00 246332.9537 723450.1018CAPPED REBAR
23 210+76.78 -45.00 246427.3135 723365.4301CONCRETE
25 213+15.65 -45.00 246580.8395 723195.4884CONCRETE
26 213+15.65 40.00 246649.5255 723246.5605CONCRETE
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
DRAINAGE PIPE SCHEDULE
NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.
4.265.410.0085136.00IV22 15" RCP
4.224.260.00508.00IV23 14" x 23" RCP
8.389.500.0104108.00IV24 15" RCP
5.218.180.0177168.00IV25 15" RCP
4.014.030.00258.00V26 29" x 45" RCP
3.884.010.002552.00V27 29" x 45" RCP
WITHIN THE LIMITS OF THE GUARDRAIL END TREATMENTS.
SEE STANDARD CONSTRUCTION DETAILS FOR DEPRESSED CURB REQUIREMENTS *
** MATCH CURB FLOWLINE ELEVATION
* MATCH CURB FLOWLINE OFFSET
DRAINAGE INLET SCHEDULE
NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.
CURB SCHEDULE
NO. ITEM DESCRIPTION / TYPE LENGTH
5.41**448" x 48"*208+17.8322
4.26**148" x 48"*207+17.8423
9.50**134" x 24"*208+61.9624
8.18**134" x 24"*209+72.7125
4.01**166" x 66"*211+43.6326
ROADWAY CORE SCHEDULE
NO. STATION OFFSET DESCRIPTION
11 212+42.83 -7.23 4.5" HMA / 6" CR
1.988.47-19.02210+73.4419A VER-C 1" CABLE
2.266.8117.91211+59.5019B VER-C 2" CABLE
2.899.6116.49211+77.5621C UNKNOWN 1" CABLE
2.8910.2019.59210+65.3821A UNKNOWN 1" CABLE
6.688.20-21.36210+74.4318A MED-C (3) 4" PVC
2.058.17-19.48211+81.2518B VER & MED 1" & 2.5" CABLE
2.549.7924.11210+65.4722A VER-C 3" CABLE
3.799.2122.14211+79.0622B VER-C 4" PVC
DND
FENCE
17
CONSTRUCTION PLAN
CP-04
N
FLARED END SECTION SCHEDULE
NO. SIZE / TYPE SLOPE SAFETY GRATE
FES
10
10 0.0025 NO29" x 45" RCP
DND
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
-13.7416.66207+40.45301 TU-W PROBED 10'
-9.3319.42211+46.34305 TU-W PROBED 10'
-9.6118.24212+36.56307 TU-W PROBED 10'
2.849.8919.12212+36.08307A VER-C 3" PLASTIC
3.209.7521.76213+04.35308 TU-W 16" PLASTIC
-12.1716.11208+83.00302 TU-W PROBED 10'
CONTRACT
T201200902
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
\\D
OTFS08\c
add\A
ctiv
e_
Desig
ns\S
US
SE
X\0
24\r
oad\T
201200902\Pla
ns\M
OD
EL P
LA
NS O
NL
Y\C
P 03.d
gn
09:4
2
02-A
PR-2
020
SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A
W. NAUMAN
C. ESHAM
PD
9 768*I.P.C.C. CURB AND GUTTER, TYPE 1-4
10 824*I.P.C.C. CURB AND GUTTER, TYPE 1-4
RR
5
RR
6
RR
7
RR
8
RR
9
RR
10
FES
11
RIPRAP SCHEDULE
NO. TYPE AREA (SY)
5 5.00R-4
6 5.00R-4
7 4.00R-4
8 4.00R-4
9 5.00R-4
10 5.00R-4
M
21
M
24
11 0.0025 NO29" x 45" RCP
21 208+60.00 40.00 246322.7368 723573.4737CONCRETE
24 210+76.78 -45.00 246427.3135 723365.4301CONCRETE
4.5612.6310.20208+51.99303 SC-S 16" PLASTIC
5.4811.378.78209+69.90304 SC-S 16" PLASTIC
-9.3215.83211+45.84306 SC-S PROBED 10'
UDO
10
UDO
11
UD
271
UD
230
UD
107
UD
167UD
198
UD
102
UNDERDRAIN OUTLETS
NO. LENGTH DIS. EL.
8.924.0010
7.584.0011
UD
204
206+00
207+00
208+00209+00
210+00211+00 212+00
213+00
214+00
PC 2
06+00.0
0
PT 2
08+60.0
0
PT 2
13+15.6
5
PC 2
10+76.7
8
STONE
32226DEC
HOT MIX
RESIDENTIAL1 STORY
WOODS
VER-C (B)
MED-C (B)
SC-SS (
B)
DEC-E (B)
HO
T MIX
4' W
OO
D
TU-W (C)
WOODS
32224DEC
32227DEC
TH 22A
TH 21A
TH 19A
TH 18A
32228DEC
36" C
PP
MED-C (B)
D120DEC
TH 18BTH 19B
TH 21C
UNK
HOT MIX
VER-C (B)
P120 1
HO
T MIX
VER-C
VER-C (B)
3"
3"
WOODS
WOODS
4' W
OO
D
CORE 11
TH 22B
WO
OD
TH 301
TH 303
TH 302
TH 304
TH 305
TH 306 TH 307TH 308
TH 307A
TU-W (B)
TU-W (B)
SC-S (B)
SC-S (B)
MED-C (B) ANGOLA ROAD
ANGOLA ROAD
F.H.
T
WV
TP 27AWV
TP 28A
TP 50
I.P.
S
T
T
I.P.
T
TP 29A
S
I.P.
S
+
+
8'8'
8'
8'
8'
8'
15'8'
20'
8' 8'
8'
20' 8'
8'
20'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
PER D 2082 205
DEC EASEMENT
PER D 2082 205
DEC EASEMENT
PER D 3394 052
TU EASEMENT
30'
40'
30'
30'
30'
30'
40'
40'
40'
45'
40'
45'
40'
TCE-2
TCE-1
TCE-1
TCE-3
TCE-3
R/W-3
3-L
4-R
5-L
6-R
4-L
D 3667 125SUSSEX COUNTY234-11.00-52.01
D 4611 105ELEANOR JOAN BAKER
234-11.00-52.00
D 4617 8DRY DOCK RECOVERY, INC.
234-11.00-55.00
D 3624 1DONALD W. DORMAN AND HELEN G. DORMAN
234-11.00-56.02
PB 74-03D 4031 164
RENDALL WHIBLEY AND ANN MARIE WHIBLEY, H/W234-11.00-56.09
PB 74-03D 2926 348
DICK ENNIS, INC234-11.00-56.03
D 4276 126DOUBLE DB LP234-11.00-49.00
AS PART OF THE ACCADIA DEVELOPMENTPROJECT TO BE BUILT BY INSIGHT HOMES
MA
TC
H
LIN
E S
TA 218
+50
60 90
SCALE
300
FEET
ROADWAY CORE SCHEDULE
NO. STATION OFFSET DESCRIPTION
12 53+14.09 4.40 4.5" HMA / 1" ST
RM
C
RL
O
C
11
P
15
DI
15
P
16
DI
16
M
27
M
28 RL
O
P
18
DI
18
DI
19
P
19
M
29
C
11
A
C
RM
C
M
30
RL
O
M
31
RL
O
M
32
M
33
POLE HYDRANT
BOX
PIPE RL
O
PROPOSED BMP #XXXX
CURB SCHEDULE
NO. ITEM DESCRIPTION / TYPE LENGTH
DRAINAGE INLET SCHEDULE
NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.
11.86**148" x 30"*219+68.5915
12.58**134" x 24"*220+83.7616
8.06**148" x 48"*222+50.6617
8.20**134" x 24"*223+13.9318
8.27**134" x 24"*223+68.3719
DRAINAGE PIPE SCHEDULE
NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.
12.2412.600.0030120.00IV16 15" RCP
7.878.060.003064.00IV17 18" RCP
8.068.200.003048.00IV18 12" RCP
8.208.270.003024.00IV19 12" RCP
UTILITY TEST HOLE SCHEDULE
NO. UTILITY STATION OFFSET COVER O.D. & MATERIALGROUND EL.
2.4110.5115.35223+83.1224 VER-C 2" CABLE
2.6615.2915.4852+08.5126 VER-C 2" CABLE
RIGHT-OF-WAY MONUMENT SCHEDULE
NO. TYPE STATION OFFSET NORTHING EASTING
27 220+88.86 -45.00 247113.5392 722616.0840CONCRETE
28 222+54.86 -45.00 247269.3358 722558.7840CONCRETE
29 223+60.21 -45.00 247354.7619 722516.3492CONCRETE
30 224+74.96 -45.00 247451.3915 722454.4612CAPPED REBAR
31 222+47.47 44.02 247293.1266 722644.8883CAPPED REBAR
32 225+70.00 30.00 247571.8742 722466.3600CAPPED REBAR
33 225+70.00 25.00 247569.1775 722462.1495CAPPED REBAR
18
CONSTRUCTION PLAN
CP-05
N
DI
17
P
17
P
20
7.768.800.0100104.00IV20 24" RCP
FES
12
FES
13
FLARED END SECTION SCHEDULE
NO. SIZE / TYPE SLOPE SAFETY GRATE
12 0.0100 NO24" RCP
13 0.0030 NO18" RCP
DI
63
+ POND OUTLET STRUCTURE. SEE SWM PLAN FOR OUTLET DETAILS** MATCH CURB FLOWLINE ELEVATION* MATCH CURB FLOWLINE OFFSET
8.8012.85148" x 48"65.40221+13.1163+
RM
C
PIPE
3.7114.8419.6052+25.7925 TU-W 12" PLASTIC
3.8615.4323.0551+67.22313 TU-W 12" PLASTIC
4.1415.3922.9851+68.51311 TU-W 16" PLASTIC
4.3315.5124.1351+54.97312 TU-W 16" PLASTIC
6.2815.4333.8551+41.42314 TU-W 16" PLASTIC
CONTRACT
T201200902
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
SUSSEX
ADDENDA / REVISIONS SECTION
SHEET NO.
\\D
OTFS08\c
add\A
ctiv
e_
Desig
ns\S
US
SE
X\0
24\r
oad\T
201200902\Pla
ns\M
OD
EL P
LA
NS O
NL
Y\C
P 04.d
gn
09:4
2
02-A
PR-2
020
SR24 AT ANGOLA ROADARROW HEAD ROAD ANDHSIP SC, SR24 AT CAMP N/A
W. NAUMAN
C. ESHAM
PD
11 703I.P.C.C. CURB AND GUTTER, TYPE 1-4
12 312*I.P.C.C. CURB AND GUTTER, TYPE 1-4
WITHIN THE LIMITS OF THE GUARDRAIL END TREATMENTS.
SEE STANDARD CONSTRUCTION DETAILS FOR DEPRESSED CURB REQUIREMENTS *
C
O
RR
12
RR
13
RR
14
RR
15
RIPRAP SCHEDULE
NO. TYPE AREA (SY)
12 5.00R-4
13 6.00R-4
14 5.00R-4
15 58.00R-4
RR
11
11 80.00R-4
GR
9
GR
10
50.0016.00221+79.5010 GUARDRAIL END TREATMENT, TYPE 1-31
312.5016.00218+58.839 GALVANIZED STEEL BEAM, TYPE 1-31
GUARDRAIL SCHEDULE
NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH
UD
125
UD
120
UD
159
UD
48
UD
23
UD
208
UD
190
UD
190
UD
300
UDO
12
UDO
13
UDO
14
UNDERDRAIN OUTLETS
NO. LENGTH DIS. EL.
10.324.0012
9.164.0013
7.684.0014
C
O
PLAN
SEE SWM
219+00
220+00
221+00
222+00
223+00224+00 225+00 226+00
PT 2
20+88.8
6
PT 2
23
+60.2
1
PC 2
22+54.8
6
52+00 53+00 54+00 55+00 56+00
35'
16'
35'
16'
28'
16'
28'
16'
14'13'
12'11'
9'
8'
10'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
25'
25'
40'
25'
45'
45'
30'
TCE-2R/W-2
TCE-2
R/W-2
TCE-2
TCE-1
TCE-1
2-L1-L
2-L
3-L
PB 234-51D 4575 167
CARLTON O. DORMAN234-11.00-60.00
PB 70-304D 2588 113
CARLTON 0. DORMAN234-11.00-60.01
PB 70-304D 2588 113
CARLTON 0. DORMAN234-11.00-60.01
D 4823 308 DOUBLE DP LP,234-11.00-49.00
PE-3
PER D 03411 217TU EASEMENT
HOT MIX
DIRT
12" CMP
40779DEC
VER-C (B)
TH 26
102102DEC
VER-C (B)
HOT MIX
TH 24
NUMBERNO
24" R
CP
VER-C (B)
TH 25WOODS
WOODS
CORE 12
TH 311
TH 313
TH 312TH 314 WVTU-W (B)
ROADROBINSONVILLE
ROADROBINSONVILLE
F.H.WV
TI.P.
T
WV
TP 34A
I.P.I.P.
WV
102101DEC
TP 35A
TP 33A
TU-W (B)