1374744dwg02of27_Vol1-Sht 14-30.pdf
PDF 12 MB Posted
- Solicitation number
- N4008519R9146
About this file
This document provides details on a federal solicitation for construction services. The solicitation is number N40085-19-R-9146 issued by the Department of the Navy Naval Facilities Engineering Command for a firm-fixed price design-bid-build construction contract. The project involves road improvements to Birch Street and Birch Street North at Marine Corps Base Camp Lejeune in North Carolina. Interested parties should review the full solicitation for additional requirement details. The response deadline and award timing are not specified in this document.
View the file
Other files
Show all 45
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
12'
LANE
GRADE
POINT
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 406+56.60 TO STA. 406+77.27
C
L
12'
LANE
12'
LANE
2%
12'
LANE
12'
LANE
GRADE
POINT
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 406+77.27 TO STA. 408+27.83
C
L
12'
LANE
VAR.
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2%
8%
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 408+27.83 TO STA. 411+82.14
VAR.
0' TO 12'
VAR.
0' TO 10.5'
GRADE
POINT
C
L
12'
LANE
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
VAR.
VAR.
2%
2%8%
CROWN
POINT
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 411+82.14 TO STA. 415+50.73
VAR.
12'
VAR.
12'
CROWN
POINT
C
L
12'
LANE
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
VAR.
VAR.
2% 8%
2%8%
GRADE
POINT
VAR.
VAR.
VAR.
CROWN
POINT
2%
2%2%
2% 2%
2%2%
MILL EX. PAVEMENT (1.5" MIN.) PROVIDE
WEDGING AND OVERLAY/OVERBUILD (1.5"
MIN.) TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.) TO
ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.) PROVIDE
WEDGING AND OVERLAY/OVERBUILD (1.5"
MIN.) TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.) PROVIDE
WEDGING AND OVERLAY/OVERBUILD (1.5"
MIN.) TO ACHIEVE 2% CROSS SLOPE
8%
T
T
T
T
T
1'
C1
D1
E3
J1
1'
1'
C1
D1
E3
J1
C1
D1
E3
J1
1'
1'
C1
D1
E3
J1
C1
D1
E3
J1
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
SHOULDER DETAIL 9
2.5'
SEE TYPICAL
SECTION
SEE TYPICAL
SECTION
STA. 408+27.83 TO STA. 411+20.03
STA. 406+77.27 TO STA. 408+27.83
SEE SHOULDER
DETAIL 9
STA. 411+20.03 TO STA. 411+54.03
8%
SEE SHOULDER
DETAIL 9
U
U
Z
Z
U
Z
U
Y
Y
Y
Y
Y
X
X
Z
X
Z
X
X
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
WORK NOTES
PAVEMENT SCHEDULE
E1
T
U
W
C2
R3
EXISTING PAVEMENT
PAVEMENT WEDGING
C3
2'-6" CURB & GUTTERR1
S 4" CONCRETE SIDEWALK
C1
J1
SELECT MATERIAL
1.5" S9.5C SURFACE COURSE
2" S9.5B SURFACE COURSE
VAR. DEPTH S9.5C SURFACE COURSE
3.5" B25.0C BASE COURSE
8" ABC (PER NCDOT STD. SPEC. 520)
5" MONOLITHIC CONC. ISLAND
R2 8"x12" CONCRETE CURB
J2 4" ABC (PER NCDOT STD. SPEC. 520)
V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)
Y 18" SELECT MATERIAL
D2 2.5" I19.0C INTERMEDIATE COURSE
D1 3.0" I19.0C INTERMEDIATE COURSE
E2 3.0" B25.0C BASE COURSE
E3 4.0" B25.0C BASE COURSE
R4 9"x12" CONCRETE CURB
Z COMPACTED SUBGRADE
X SEPARATION/STABILIZATION GEOTEXTILE
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN
OTHERWISE.
2. SURFACE COURSE FOR WIDENING AND
OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT
THE SAME TIME.
3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO
BE CONTROLLED BY GRADES ESTABLISHED BY THE
PROFILES AND CROSS SECTIONS CONTAINED WITHIN
THIS PLAN SET.
4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH
THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE
CONTRACTOR WILL CONTACT THE ENGINEER
IMMEDIATELY PRIOR TO PROCEEDING.
5. REFER TO ROADWAY PLANS FOR DETAILS ON
DIMENSIONS THAT VARY.
6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6
FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET
OR GREATER
12816344
C-010
11'
LANE
VAR.
11.5'-0'
LANE
12'
LANE
VAR.
12' TO 0'
LANE
CROWN
POINT
TYPICAL ROADWAY SECTION
WALLACE CREEK
STA. 500+00.00 TO STA. 506+71.16
C
L
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 415+50.73 TO STA. 417+30.48
11'
LANE
VAR.
8' TO 10.5'
C
L
12'
LANE
11'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
VAR.
VAR.
2% 8%
2%8%
GRADE
POINT
11'
LANE
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 417+30.48 TO STA. 419+80.89
VAR.
11'
VAR.
8' TO 10.5'
C
L
12'
LANE
11'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
VAR.
2%8%
GRADE
POINT
VAR.
11'-0'
LANE
5'
GRADE
POINT
TYPICAL ROADWAY SECTION
MCHUGH BLVD.
STA. 419+80.89 TO STA. 420+60.16
C
L
10'
LANE
10'
LANE 5'
GRADE
POINT
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2%
2%
8%
11'
LANE
CROWN
POINT
TYPICAL ROADWAY SECTION
WALLACE CREEK
STA. 506+71.16 TO STA. 509+55.15
C
L
GRADE
POINT
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2% 2%
8%
2%
2%
2%
2%
2%
2%
2%
2%
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.)
TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.)
TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.)
TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.)
TO ACHIEVE 2% CROSS SLOPE
MILL EX. PAVEMENT (1.5" MIN.)
PROVIDE WEDGING AND
OVERLAY/OVERBUILD (1.5" MIN.)
TO ACHIEVE 2% CROSS SLOPE
8%
4'
UNPAVED
SHLDR
2'
SPECIAL DITCH 10
SPECIAL
DITCH 3
SPECIAL DITCH 3
VAR. 12'
TO 0'
12'
LANE
T
T
T
T
T
1'
1'
C1
D1
E3
J1
C1
D1
E3
J1
1'
C1
D1
E3
J1
1'
C1
D1
E3
J1
1'
C1
D1
E3
J1
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
U
Z
Z
U
U
Z
U
Z
U
Y
Y
X
Z
X
Y
X
Y
X
X
Y
DITCH BY OTHERS
REFER TO MILCON
PROJECT # 1430180
DITCH BY OTHERS
REFER TO MILCON
PROJECT # 1430180
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
WORK NOTES
PAVEMENT SCHEDULE
E1
T
U
W
C2
R3
EXISTING PAVEMENT
PAVEMENT WEDGING
C3
2'-6" CURB & GUTTERR1
S 4" CONCRETE SIDEWALK
C1
J1
SELECT MATERIAL
1.5" S9.5C SURFACE COURSE
2" S9.5B SURFACE COURSE
VAR. DEPTH S9.5C SURFACE COURSE
3.5" B25.0C BASE COURSE
8" ABC (PER NCDOT STD. SPEC. 520)
5" MONOLITHIC CONC. ISLAND
R2 8"x12" CONCRETE CURB
J2 4" ABC (PER NCDOT STD. SPEC. 520)
V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)
Y 18" SELECT MATERIAL
D2 2.5" I19.0C INTERMEDIATE COURSE
D1 3.0" I19.0C INTERMEDIATE COURSE
E2 3.0" B25.0C BASE COURSE
E3 4.0" B25.0C BASE COURSE
R4 9"x12" CONCRETE CURB
Z COMPACTED SUBGRADE
X SEPARATION/STABILIZATION GEOTEXTILE
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN
OTHERWISE.
2. SURFACE COURSE FOR WIDENING AND
OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT
THE SAME TIME.
3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO
BE CONTROLLED BY GRADES ESTABLISHED BY THE
PROFILES AND CROSS SECTIONS CONTAINED WITHIN
THIS PLAN SET.
4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH
THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE
CONTRACTOR WILL CONTACT THE ENGINEER
IMMEDIATELY PRIOR TO PROCEEDING.
5. REFER TO ROADWAY PLANS FOR DETAILS ON
DIMENSIONS THAT VARY.
6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6
FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET
OR GREATER
12816345
C-011
TYPICAL ROADWAY SECTION
SERVICE ROAD
STA. 600+00.00 TO STA. 605+92.30
12'
LANE
GRADE
POINT
VAR.
12' TO 0'
C
L
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
8%
2%2% 8%
TYPICAL ROADWAY SECTION
SERVICE ROAD
STA. 608+96.36 TO STA. 611+58.12
STA. 615+25.00 TO STA. 618+25.00
12'
LANE
GRADE
POINT
C
L
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
8% 2%
2%
8%
SHOULDER DETAIL 11
2'
SEE TYPICAL
SECTION
SEE TYPICAL
SECTION
STA. 600+00.00 TO STA. 602+75.00
STA. 602+75.00 TO STA. 605+30.00
SEE TYPICAL
SECTION
SEE TYPICAL
SECTION
2'
SHOULDER DETAIL 10
STA. 600+00.00 TO STA. 602+75.00
STA. 602+75.00 TO STA. 606+00.00
SPECIAL
DITCH 9
SPECIAL
DITCH 8
SEE SHOULDER
DETAIL 11
TYPICAL ROADWAY SECTION
SERVICE ROAD
STA. 611+58.12 TO STA. 611+75.00
12'
LANE
GRADE
POINT
C
L
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2%
2%
8%
SEE SHOULDER
DETAIL 11
TYPICAL ROADWAY SECTION
SERVICE ROAD
STA. 606+17.14 TO STA. 608+40.30
STA. 611+75.00 TO STA. 614+74.46
12'
LANE
GRADE
POINT
C
L
12'
LANE
2%
2%
2.5' 2.5'
SEE SHOULDER
DETAIL 10
2.5'
TYPICAL ROADWAY SECTION
HOLCOMB BOULEVARD
STA. 701+75.00 TO STA. 711+02.56
2.5'
GRADE
POINT
C
L
11'
LANE
VAR.
14' TO 0'
LANE
11'
LANE
11'
LANE
11'
LANE
11'
LANE
2%
2%
VAR.
17-20'
8'
SIDEWALK
1'
EX.
EX.
EX.
VAR. 11'
TO 0'
LANE
18'
MEDIAN
TYPICAL ROADWAY SECTION
SERVICE ROAD
STA. 605+92.30 TO STA. 606+17.14
STA. 608+40.30 TO STA. 608+96.36
STA. 614+74.46 TO STA. 615+25.00
12'
LANE
GRADE
POINT
C
L
12'
LANE
2'
PAVED
SHLDR
4'
UNPAVED
SHLDR
2%
2%
8%
2.5'
SEE SHOULDER
DETAIL 10
EX.
MEDIAN
SEE TYPICAL
SECTION
STA. 611+75.00 TO STA. 613+80.76
STA. 614+56.23 TO STA. 615+25.00
PROP. RET.
WALL 2 & 3
SEE SHOULDER
DETAIL 10
SEE SHOULDER
DETAIL 10
SEE SHOULDER
DETAIL 10
STA. 606+00.00 TO STA. 606+50.00
STA. 611+50.00 TO STA. 618+25.00
SEE SHOULDER
DETAIL 11
SEE SHOULDER
DETAIL 11
SEE SHOULDER
DETAIL 11
STA. 605+30.00 TO STA. 611+75.00
STA. 615+25.00 TO STA. 618+25.00
T
T
T
T
T
T
T
T
T
T
T
2%
1'
C1
D1
E2
J1
R2
1'1'
C1
E2
J1
C1
E2
J1
2'
1'1'
C1
E2
J1
C1
E2
J1
R1
1'
1'
C1
E2
J1
2%
2'
2%
2%
2'
1'1'
C1
E2
J1
C1
E2
J1
1'1'
C1
E2
J1
C1
E2
J1
R1
R1
GUARDRAIL FROM STA.
607+75.00 TO STA.
613+87.89 AND
STA. 614+61.81 TO STA.
615+25.00
1'
GUARDRAIL FROM STA.
606+00.00 TO STA.
608+75.00 AND STA.
611+58.12 TO STA.
614+13.06
1' 2'
GUARDRAIL FROM STA.
606+00.00 TO STA.
608+75.00
1'
GUARDRAIL FROM STA.
611+58.12 TO STA.
614+13.06
1'
GUARDRAIL FROM STA.
607+75.00 TO STA.
613+87.89 AND
STA. 614+61.81 TO STA.
615+25.00
1'
GUARDRAIL FROM STA.
607+75.00 TO STA.
613+87.89
1'
GUARDRAIL FROM STA.
607+75.00 TO STA.
613+87.89 AND
STA. 614+61.81 TO STA.
615+25.00
1'
Z
Z
U
X
X
Y
Y
Y
VAR.
SEE TYPICAL
SECTION
2'
SHOULDER DETAIL 14
STA. 709+50.00 TO STA. 711+02.56
STANDARD
DITCH
VAR.
2%
SEE SHOULDER
DETAIL 14
2'
STA. 704+37.91 TO STA. 708+79.74
SEE TYPICAL
SECTION
2'
STA. 607+50.00 TO STA. 611+50.00
SPECIAL
DITCH 13
Z
X
Y
Z
X
Y Y
Z
X
C1
E2
J1
Z
X
Y
Y
Z X
Z
X
Y Y
Z
X
Z
X
Y Y Z
X
STA. 613+80.76 TO STA. 614+56.23
SEE TYPICAL
SECTION
SEE TYPICAL
SECTION
STA. 701+75.00 TO STA. 704+37.91
STA. 708+79.74 TO STA. 709+50.00
C2 J2
**LIMITS OF MILL &
OVERLAY/OVERBUILD
FROM STA. 701+94.97
TO STA. 703+80.82
* LIMITS OF MILL &
OVERLAY/OVERBUILD
FROM STA. 701+75.00
TO STA. 703+83.78
C1
V
C1
V
U
SEE TYPICAL
SECTION
STA. 606+50.00 TO STA. 607+50
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
WORK NOTES
PAVEMENT SCHEDULE
E1
T
U
W
C2
R3
EXISTING PAVEMENT
PAVEMENT WEDGING
C3
2'-6" CURB & GUTTERR1
S 4" CONCRETE SIDEWALK
C1
J1
SELECT MATERIAL
1.5" S9.5C SURFACE COURSE
2" S9.5B SURFACE COURSE
VAR. DEPTH S9.5C SURFACE COURSE
3.5" B25.0C BASE COURSE
8" ABC (PER NCDOT STD. SPEC. 520)
5" MONOLITHIC CONC. ISLAND
R2 8"x12" CONCRETE CURB
J2 4" ABC (PER NCDOT STD. SPEC. 520)
V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)
Y 18" SELECT MATERIAL
D2 2.5" I19.0C INTERMEDIATE COURSE
D1 3.0" I19.0C INTERMEDIATE COURSE
E2 3.0" B25.0C BASE COURSE
E3 4.0" B25.0C BASE COURSE
R4 9"x12" CONCRETE CURB
Z COMPACTED SUBGRADE
X SEPARATION/STABILIZATION GEOTEXTILE
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN
OTHERWISE.
2. SURFACE COURSE FOR WIDENING AND
OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT
THE SAME TIME.
3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO
BE CONTROLLED BY GRADES ESTABLISHED BY THE
PROFILES AND CROSS SECTIONS CONTAINED WITHIN
THIS PLAN SET.
4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH
THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE
CONTRACTOR WILL CONTACT THE ENGINEER
IMMEDIATELY PRIOR TO PROCEEDING.
5. REFER TO ROADWAY PLANS FOR DETAILS ON
DIMENSIONS THAT VARY.
6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6
FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET
OR GREATER
12816346
C-012
TYPICAL ROADWAY SECTION
DUNCAN STREET
STA. 800+00.00 TO STA. 800+74.60
11.5'
LANE
GRADE
POINT
VAR.
12'
LANE
C
L 2'
PAVED
SHLDR
2%
SEE SHOULDER
DETAIL 12
SHOULDER DETAIL 12
12'
LANE
11.5'
LANE
TYPICAL ROADWAY SECTION
DUNCAN STREET
STA. 800+74.60 TO STA. 813+74.38
C
L
7'
EX. CROSS
SLOPE
SEE SHOULDER
DETAIL 12
2%
GRADE
POINT
26'
LANE
2'
2'
25'
PARKING/LANDING
EX.
PAVEMENT
EX. CROSS
SLOPE
10'
LANE
10'
LANE
GRADE
POINT
TYPICAL ROADWAY SECTION
DUNCAN STREET
STA. 813+74.38 TO STA. 817+64.12
C
L
EX.
EX.
10'
LANE
10'
LANE
GRADE
POINT
TYPICAL ROADWAY SECTION
DUNCAN STREET
STA. 817+64.12 TO STA. 820+97.81
C
L
VAR.
0' TO 10'
LANE
EX.EX.
SEE SHOULDER
DETAIL 12
SEE SHOULDER
DETAIL 12
2'
PAVED
SHLDR
2'
PAVED
SHLDR
2'
PAVED
SHLDR
2'
PAVED
SHLDR
T
1'
C1
D1
E3
J1
R1
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
C1
V
R3
SEE TYPICAL
SECTION
2%
8'
PATH
1'
C2 J2
STA. 806+36.54 TO STA. 806+88.34
STA. 807+50.00 TO STA. 808+14.91
SEE TYPICAL
SECTION
2%
VAR.
0'-8'
8'
PATH
1'
C2 J2
SEE TYPICAL
SECTION
8'
PATH
1'
C2 J2
STA. 806+88.34 TO STA. 807+50.00
STA. 808+14.91 TO STA. 810+08.98
0.5'
2%
STA. 800+00.00 TO STA. 806+36.54
STA. 810+08.98 TO STA. 811+69.83
4'
UNPAVED
SHLDR
8%
4'
UNPAVED
SHLDR
8%
4'
UNPAVED
SHLDR
8%
0.5'
0.5'
2'
SEE TYPICAL
SECTION
STANDARD
DITCH
STA. 811+69.83 TO STA. 815+37.81
2%
8'
PATH
1'
C2 J2
Z
U
U
U
X
Y
STA. 815+37.81 TO STA. 820+97.81
2'
SEE TYPICAL
SECTION
STANDARD
DITCH
2%
8'
PATH
1'
C2 J2
4'
UNPAVED
SHLDR
8%
VAR.
0'-10'
2'
2'
Z
X
Y
C1
D1
E3
J1
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
WORK NOTES
PAVEMENT SCHEDULE
E1
T
U
W
C2
R3
EXISTING PAVEMENT
PAVEMENT WEDGING
C3
2'-6" CURB & GUTTERR1
S 4" CONCRETE SIDEWALK
C1
J1
SELECT MATERIAL
1.5" S9.5C SURFACE COURSE
2" S9.5B SURFACE COURSE
VAR. DEPTH S9.5C SURFACE COURSE
3.5" B25.0C BASE COURSE
8" ABC (PER NCDOT STD. SPEC. 520)
5" MONOLITHIC CONC. ISLAND
R2 8"x12" CONCRETE CURB
J2 4" ABC (PER NCDOT STD. SPEC. 520)
V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)
Y 18" SELECT MATERIAL
D2 2.5" I19.0C INTERMEDIATE COURSE
D1 3.0" I19.0C INTERMEDIATE COURSE
E2 3.0" B25.0C BASE COURSE
E3 4.0" B25.0C BASE COURSE
R4 9"x12" CONCRETE CURB
Z COMPACTED SUBGRADE
X SEPARATION/STABILIZATION GEOTEXTILE
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN
OTHERWISE.
2. SURFACE COURSE FOR WIDENING AND
OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT
THE SAME TIME.
3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO
BE CONTROLLED BY GRADES ESTABLISHED BY THE
PROFILES AND CROSS SECTIONS CONTAINED WITHIN
THIS PLAN SET.
4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH
THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE
CONTRACTOR WILL CONTACT THE ENGINEER
IMMEDIATELY PRIOR TO PROCEEDING.
5. REFER TO ROADWAY PLANS FOR DETAILS ON
DIMENSIONS THAT VARY.
6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6
FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET
OR GREATER
12816347
C-013
DI #1000
RIM=26.00'
INV. IN=22.47' (SW)
INV. IN=18.71' (#1001)
INV. OUT=18.70' (SE)
DI #1001
RIM=26.81'
INV.IN=20.56' (#1002)
NV.IN=23.47' (ROOF DRAIN)(NE)
INV.OUT=20.55' (#1000)
DI #1002
RIM=26.78'
INV.IN=20.68' (#1003)
INV.OUT=20.41' (#1001)
DI# 1003
RIM=27.52'
INV.IN=20.97' (#1004)
INV.OUT=20.97' (#1002)
DI #1004
RIM=27.44'
INV.IN=22.07' (#1005)
NV.IN=23.80' (ROOF DRAIN)((NE)
INV.OUT=22.22' (#1003)(FOW)
DI #1005
RIM=26.38'
INV.IN=22.79' (#1006)
NV.IN=22.73' (#1008)
INV.OUT=22.62' (#1004)
DI #1006
RIM=26.34'
INV.OUT=23.30' (#1005)
DI #1007
RIM=26.91'
INV.OUT=24.01' (#1008)
DI #1008
RIM=27.00'
INV.IN=23.06' (#1012)
INV.IN=23.31' (#1007)
INV.OUT=22.96' (#1005)
DI #1009
RIM=26.88'
INV.OUT=24.33' (#1010)
DI #1010
RIM=27.32'
INV.IN=24.55' (#1009)
INV.OUT=24.24' (#1011)
STMH #1011
RIM=27.56'
INV.IN=24.04' (#1010)
INV.IN=24.04' (#1020)
INV.OUT=24.03' (#1012)
STMH #1012
RIM=27.37'
INV.IN=23.28' (#1011)
INV.IN=23.22' (#1013)
INV.OUT=23.28' (#1008)
STMH #1013
RIM=28.02'
INV.IN=23.50' (#1014)
INV.IN=23.54' (#1016)
INV.OUT=23.64' (#1012)(FOW)
STMH #1014
RIM=28.10'
INV.IN=23.79' (#1017)
INV.IN=23.74' (#1015)
INV.OUT=23.74' (#1013)
DI #1015
RIM=27.73'
INV.IN=24.33' (N)
(BURIED UNDER SEA CANS)
INV.OUT=24.04' (#1014)
DI #1016
RIM=28.28' (NW)
INV.IN=24.17' (NW)
INV.OUT=23.89' (#1013)
STMH #1017
RIM=28.36'
INV.IN=23.76' (#1019)
INV.IN=24.52' (#1018)
INV.OUT=23.76' (#1014)
DI #1018
RIM=27.05'
INV.OUT=24.71' (#1017)
DI #1019
RIM=26.51'
INV.IN=24.02' (#1023)(BURIED)
INV.OUT=23.99' (#1017)
DI #1020
RIM=27.88'
INV.IN=25.08' (#1022)
INV.IN=25.03' (#1021)
INV.OUT=24.89' (#1011)
DI #1022
RIM=28.17'
INV.OUT=25.41' (#1020)
DI #1023
RIM=26.59'
BURIED, UNABLE TO OBTAIN
INVERTS
DI #1024
RIM=26.85'
INV.IN=24.98' (#1025)
INV.OUT=24.89' (#1023)
DI #1025
RIM=27.59'
INV.IN=25.43' (N)(ABANDONED)
INV.OUT=25.31' (#1024)
DI #1026
RIM=27.97'
INV.IN=25.51' (1028)
INV.OUT=25.49' (#1027)
H.W.#1027
TOP OF H.W.=28.16
INV.IN=25.83 (#1026), FULL OF
WATER.
DI #1028
RIM=28.85'
INV.IN=25.79' (NE)
INV.OUT=25.77' (#1026)
DI #1029
RIM=21.82'
INV.OUT=18.61' (#1030)
DI #1030
RIM=22.04'
INV.IN=17.68' (#1036)
INV.IN=17.62' (#1029)
INV.OUT=17.60' (#1033)
DI #1031
RIM=22.79'
INV.IN=20.67' (#1032)
INV.OUT=20.31' (#1033)
DI #1032
RIM=23.81'
INV.OUT=20.88' (#1031)
DI #1033
RIM=22.09'
INV.IN=17.30' (#1034)
INV.IN=17.42' (#1030)
INV.IN=18.09' (#1031)
INV.OUT=17.20' (#1057)
DI #1034
RIM=23.12'
INV.IN=17.51' (NW)
INV.OUT=17.51' (#1033)
UNABLE TO LOCATE UPSTREAM
STRUCTURE
DI #1035
RIM=23.34'
INV.OUT=21.21'
BLIND CONN. BETWEEN (1036-1030)
DI #1036
RIM=22.15'
INV.IN=18.80' (NE)
INV.OUT=18.61 (#1030)
DI #1037
RIM=23.19'
INV.IN=19.72' (#1038)
INV.OUT=19.67' (#1039)
DI #1038
RIM=23.67'
INV.IN=21.51' (SE)(BLDG)
INV.OUT=20.01' (#1037)
DI #1039
RIM=23.17'
INV.IN=19.44' (#1037)
INV.OUT=19.32' (#1040)
DI #1040
RIM=23.55'
INV.IN=19.19' (#1039)
INV.OUT=19.17' (#1041)
DI #1041
RIM=23.00'
INV.IN=18.85' (#1040)
INV.OUT=18.82' (RET. POND)
DI #1042
RIM=22.62'
INV.OUT=19.07' (SW)(POND)
DI #1043
RIM=23.49'
INV.IN=20.75' (#1048)
INV.OUT=20.66' (NE)(POND)
DI #1044
RIM=23.08'
INV.IN=17.22' (#1045)
INV.OUT=17.21' (NW)(POND)
DI #1045
RIM=23.77'
INV.IN=20.39' (#1046)
INV.OUT=20.39' (#1044)
DI #1046
RIM=23.25'
INV.IN=20.99' (#1047)
INV.OUT=20.99' (#1045)
DI #1047
RIM=23.33'
INV.OUT=21.54' (#1046)
STMH #1048
RIM=23.96'
INV.IN=21.01' (#1049)
INV.OUT=20.96' (#1043)
STMH #1049
RIM=23.95'
INV.IN=21.31' (#1050)
INV.OUT=21.25' (#1048)
STMH #1050
RIM=23.95'
INV.OUT=21.71' (#1049)
DI #1051
RIM=22.51'
INV.OUT=20.04' (#1052)
DI #1052
RIM=22.76'
INV.IN=19.74' (#1051)
INV.OUT=19.68' (#1053)
DI #1053
RIM=22.97'
INV.IN=19.09' (#1052)
INV.OUT=19.07' (#1054)
DI #1054
RIM=22.68'
INV.IN=18.41' (#1053)
INV.OUT=18.25' (NW)
DI #1055
RIM=23.36'
INV.OUT=20.06' (#1056)
DI #1056
RIM=22.73'
INV.IN=16.58' (SE)
NV.IN=17.52' (#1055)
INV.OUT=16.48' (NW)
DI #1057
RIM=23.90'
INV.IN=15.90' (NE)
DI #1058
RIM=20.10'
INV.IN=17.97' (NE)
(ABANDONED NEF)
INV.OUT=17.52' (#1059)
STMH #1059
RIM=23.92'
INV.IN=17.48' (#1058)
INV.OUT=17.45' (#1060)
DI #1060
RIM=22.57'
INV.IN=16.17' (NW)
NV.IN=17.03' (#1059)
INV.OUT=16.17' (SW)
DI #1061
RIM=21.50'
INV.IN=18.96' (NW)(FES)
INV.OUT=18.72' (1062)
STMH #1062
RIM=24.07'
INV.IN=18.30' (#1061)
INV.OUT=18.27' (#1063)
DI #1063
RIM=22.95'
INV.IN=17.85' (#40705)
INV.IN=17.92' (#1062)
INV.OUT=17.84' (NE)
DI #1064
RIM=25.00'
INV.IN=22.16' (SE)
INV.OUT=22.16' (#1065)
DI #1065
RIM=24.98'
INV.IN=23.01' (W)
INV.IN=21.88' (#1064)
INV.OUT=21.88' (#1066)
DI #1066
RIM=24.17'
INV.IN=21.82' (#1065)
INV.OUT=21.82' (#1067)
DI #1067
RIM=25.07'
INV.IN=FULL OF DEBRIS (#1077)
INV.IN=FULL OF DEBRIS (#1066)
INV.OUT=21.47' (#1068)
DI #1068
RIM=23.70'
INV.IN=21.19' (#1067)
INV.OUT=21.17' (#1069)
DI #1069
RIM=24.42'
INV.IN=20.70' (#1068)
INV.OUT=20.63' (NW)
DI #1070
RIM=23.79'
INV.IN=21.42' (#1071)
INV.OUT=20.99' (SW)
DI #1071
RIM=23.62'
INV.OUT=21.76' (#1070)
DI #1072
RIM=24.05'
INV.IN=20.45' (#1073)
INV.OUT=20.45' (BC)
DI #1073
RIM=24.08'
INV.IN=19.74' (NE)
INV.OUT=19.85' (#1072)
DI #1074
RIM=23.64'
INV.OUT=21.83' (BC)
DI #1075
RIM=21.49'
INV.IN=17.14 (NE)
INV.OUT=17.24' (SW)
DI #1076
RIM=24.07'
INV.IN=22.07' (#40409)
INV.OUT=22.07' (#1077)
DI #1077
RIM=24.12'
INV.IN=21.82' (#1076)
INV.OUT=21.82' (#1067)
DI #1078
RIM=24.41'
INV.IN=22.71' (SE)
INV.OUT=22.64' (SW)
HEADWALL #40409
TOP OF H.W.=24.87
INV.OUT=22.53
HEADWALL #40409
IN PL. 6"RCP
INV.=22.50
F.E.S.#40975=19.15
DI #40508
RIM=23.68'
INV.IN=18.55' (NW)(FES)
INV.OUT=18.09' (#40705)
DI #40705
RIM=23.66'
INV.IN=18.07' (#40508)
INV.OUT=18.07' (#1063)
DI #40981
RIM=22.29
INV.IN=17.96 (40867)
INV.OUT=17.51 (SE)
DI#40867
RIM=23.18
INV.IN=18.28 (40615)
INV.OUT=18.21 (40981)
DI#40615
RIM=23.45
INV.IN=18.68 (40985)
INV.OUT=18.43 (40867)
DI#40985
RIM=22.81
INV.IN=19.18 (NE)
INV.OUT=19.18 (40615)
HEADWALL #41555
TOP OF H.W.=24.16
INV.=21.79
DI#41560
RIM=23.90
INV.OUT=21.94
IN PL. 18"RCP #1101
INV.OUT=15.15 (41134)
DI#41134
RIM=20.78
INV.IN=16.99 (1102)
INV.OUT=16.91 (1101)
DI#1102
RIM=24.32
INV.IN=18.32 (S/E)
INV.OUT=18.32 (41134)
IN PL. 48"RCP #41189
INV.OUT=16.10 (NE)
DI#1103
RIM=25.74
INV.IN=20.74 APPROX. (NE)
INV.IN=17.95 (SE)
INV.OUT=17.77 (NW) TO BURIED
STR.
STM "1"
RIM=27.48'
INV=24.33'
STM "2"
RIM=28.85'
INV=25.50'
STM "3"
RIM=28.55'
INV=25.22'(A)
INV=25.17'(B)
INV=25.00'(C)
STM "4"
RIM=27.90'
INV=24.40'(A)
INV=24.32'(B)
STM "5"
RIM=27.63'
INV=23.98'
STM "6"
RIM=27.04'
INV=24.72'
STM "7"
RIM=28.44'
INV=23.79'(A)
INV=24.54'(B)
INV=23.84(C)
STM "8"
RIM=28.51'
INV=25.06'
STM "9"
RIM=28.32'
INV=24.25'(A)
INV=24.22'(B)
STM "10"
RIM=28.17'
INV=INACCESSABLE
STM "11"
RIM=28.50'
INV=24.86'
STM "12"
RIM=28.68'
INV=23.78'
STM "13"
RIM=28.13'
INV=INACCESSABLE
STM "14"
RIM=27.48'
INV=23.33'(A)
INV=23.33'(B)
INV=23.28'(C)
STM "15"
RIM=27.48'
INV=23.88'
STM "16"
RIM=27.02'
INV=23.02'(D)
INV=23.32'(E)
INV=22.92'(F)
STM "17"
RIM=26.36'
INV=23.26'
STM "18"
RIM=26.38'
INV=22.88'(A)
INV=22.74'(B)
INV=22.60'(C)
EXISTING DRAINAGE STRUCTURE SCHEDULE
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-014
SIZE A B
Q U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
N D
A
B O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
O
R
S
T D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
P
C
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
I
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
U
P
P
A
P
H
P
E
C.S. PIPE
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
V
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
T B
J B
S
T
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
X
L
B
T
O T
A L
L F
F
Y
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
225+66.00 RT 2C
2D
2E
226+62.50
227+44.63
RT
RT 20.25
002 20.11813+36.96 LT
20.25004811+65.14 LT
004A 004 20.25 20.20
811+65.09 LT 004A 20.11
810+01.81 LT 006 19.53
808+57.54 LT 008 UNK
806+60.57 LT 010 UNK
806+59.60 LT 012 22.36
010012 22.36 22.31
804+47.89 LT 014 UNK
804+34.25 LT 016 22.00
804+34.45 LT 018 21.97
018016 22.00 21.97
014018 21.97 21.90
802+59.60 LT 020 21.44
022020 21.44 21.42
802+59.61 LT 022 21.42
026022 21.42 20.74
801+22.65 LT 024 21.74
026024 21.74 21.71
801+22.70 LT 026 20.73
028026 20.73 20.23
27.42
27.42
26.18
25.76
25.38
25.36
25.42
25.04
25.02
24.37
24.39
24.77
24.75
307+24.32 LT 028 15.7224.54
207+55.58 RT
209+05.00 RT
209+75.00 RT
210+00.00 LT
210+17.26 RT
19.50 15.18
20.10 16.72
19.24 17.30
19.48 18.04
2F227+44.55 RT 20.32
2G226+62.89 RT 18.12
2H225+67.24 RT 17.21
23.36
23.46
23.52
24.69
24.19
24.97
2C 2B
2D
2E
2F
2G
2H
2C
2D
2E
2D
2C
19.4020.25
20.2520.32
18.0018.12
17.0017.21
27.84
19.94
108 106
112 110
106 UNK
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
SHEET TOTALS
1 4
15.18
S T
D
D
I F
S T
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS III)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36" 12"
EX.
11.90
11.0011.90
18.00
17.0018.00
16.72 15.18
17.30
18.00
18.00
S T
119 100 90 384 172
1 1 2 1
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-015
U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
SHEET TOTALS
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
116416+25.00 RT
118410+30.00 RT
120408+84.00 RT
122408+38.86 RT
215+83.03 LT 200 15.20
215+74.56 LT 200A 15.03
200A200 15.20 15.03
214+95.09 LT 202 17.30
200202 17.30 16.86
213+99.99 RT 204 17.78
202204 17.78 17.30
212+55.85 RT 206 18.50
204206 18.50 17.79
212+10.41 RT 208 19.04
206208 19.04 18.82
212+60.00 RT 210 18.80
206210 18.80 18.60
22.71
18.78
22.51
22.62
23.39
23.19
21.55
215+18.23 RT 211 15.86
212211 15.86 15.84
21.45
212 15.84215+18.04 RT
214212 15.84 15.47
22.78
213 17.70214+80.54 RT
212213 17.70 17.51
23.97
214 15.40215+93.37 RT 19.90
216 15.70215+95.73 RT
214216 15.70 15.56
18.65
20.50
20.55
20.09
20.09
116 114
118 120
120 122
214 200
300 16.92250+15.00 LT 19.13
302 17.50251+45.00 LT
300302 17.50 16.92
19.71
404 18.35601+50.00 LT 19.87
406 18.57601+50.00 RT
404406 18.57 18.35
21.10
408 19.47257+35.81 LT 24.25
410 19.15258+39.97 LT 25.04
410A 18.80259+50.00 LT
410B410A 18.80 18.64
26.37
410A410 19.15 18.81
410408
502 18.00605+00.02 LT
504502 18.00 17.40
22.00
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
S T
D
D
I F
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
10 3 2 3 2 4 1
16.50
S T
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36" 12"
C.S. PIPE
R.C. PIPE
(CLASS III)
402 19.75257+45.72 RT 22.00
402 408
410B 18.64LT 20.91
18.25
18.25 18.04
17.71
17.71 16.98
16.98
16.98 16.75
S T
15.40 15.24
19.75 19.47
19.47 19.15
259+51.02
349 108 185 55 58 246 340 154
X X X
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-016
6 21
Q U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
6" 12" 15" 18" 24" 30" 36" 12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
GRATED DROP INLET
(NARROW SLOT)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
DRAINAGE PIPE
(HDPE)
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
504 17.35606+33.50 LT
506504 17.35 17.18
22.89
506 17.16606+33.51 RT
520506 17.16 16.58
22.89
508 19.76606+15.96 RT
510508 19.76 19.28
22.76
510 19.01260+74.91 LT
514510 19.01 18.80
23.07
512 20.84260+50.00 LT
410A512 20.84 20.53
25.66
514 18.80260+11.07 LT 20.82
516 19.45261+28.96 LT
510516 19.45 19.11
22.60
518 19.60261+55.63 LT
516518 19.60 19.46
22.60
520 16.58607+50.00 RT
522520 16.58 16.42
24.60
502524
600 15.90264+51.87 LT 24.50
602 17.33264+14.61 LT
600602 17.33 17.22
23.90
604 17.67263+00.73 LT
602604 17.67 17.33
24.42
608 20.66264+75.00 LT
600608 20.66 20.54
23.98
610 21.41266+25.01 LT
608610 21.41 20.66
24.68
524604+99.91 RT
700 20.00270+12.34 LT 24.10
702 20.78269+00.00 LT
700702 20.78 20.44
24.32
704 20.50270+14.04 LT
700704 20.50 20.44
23.25
706 21.02271+03.62 LT 23.69
708 22.00705+13.80 LT
710708 22.00 21.21
24.88
710 21.21706+72.44 LT 25.44
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
700A 19.42268+89.59 RT 22.97
700C700B 19.42 19.19
X X X 77
700B 19.42270+05.23 RT 22.50
700B700 20.00 19.74
X X X 88
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
SHEET TOTALS 17
22.00 18.21
S T
D
D
I F
R.C. PIPE
(CLASS IV)
S T
520A 19.50607+60.00 RT
520520A 19.50 19.41
22.00
X X X
12"
C.S. PIPE
R.C. PIPE
(CLASS III)
604A 18.28
604604A 18.28 17.67
26.11
604B 18.60
604A604B 18.60 18.28
21.50
X X X
X X X
700C700A 19.42 19.25
EX.700C 19.07 UNK
X X X
700C 19.07269+28.76 RT 24.31
S T
18.21 18.00
261+00.00 LT
260+16.14 LT
40X X X
800C706 21.02 20.82
X X X 40
377 38 149 1721046220
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-017
U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
712 21.00615+68.07 RT 23.25
713712 21.00 20.82
713615+97.62 RT
800A 22.23272+75.00 RT 24.50
800B 22.28272+75.01 RT 24.95
800A800B 22.28 22.24
800C 19.11271+29.00 LT 25.24
800C 19.11
800D 21.75704+93.22 RT 24.74
802800D 21.75 21.39
802 20.36272+34.56 LT 25.27
804802 20.36 20.25
804 19.86272+35.18 LT 25.98
804A804 19.86 19.49
804A 19.49271+82.29 LT 24.95
800C804A 19.49 19.10
804B 20.35703+97.28 RT 24.75
804A804B 20.35 20.08
808 22.13272+44.40 RT 25.00
800808 22.13 21.96
808800A 22.23 22.14
810 22.29272+93.14 RT 25.08
800A810 22.29 22.24
812A 20.00272+82.83 LT 24.49
804812A 20.00 19.86
814 23.05273+79.36 RT 25.77
816 23.20274+31.78 RT
814816 23.20 23.05
25.93
818 21.07275+06.65 LT
820818 21.07 20.74
26.31
800701+82.11 RT
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
SHEET TOTALS 3 1 2 4 5 9
S T
D
D
I F
S T
713A706+22.85 LT
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36" 12"
C.S. PIPE
R.C. PIPE
(CLASS III)
713A 713B
800E 17.24340,110.40 N 21.49
2,500,095.16 E
800E 17.24
X X X
800E
800F
800F 16.91340,001.46 N 23.00
2,499,971.26 E
800F 16.91800G
800G 16.45339,856.27 N 21.00
2,499,792.07 E
800G 16.45800H
800H 16.08339,727.14 N 21.50
2,499,661.51 E
800H 16.08800I
16.91
16.45
16.08
15.96
17.23
X X X
X X X
X X X
S T
20.8222.76
18.0021.00
18.00
X X X
21.9623.90
17.85
713B706+54.69 LT 17.8519.08
800I
15.9620.88
339,755.86 N
2,499,610.11 E
110 101 379 427 580 59
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-018
U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
820 20.62273+97.00 LT
812A820 20.62 20.28
25.04
824 21.21275+50.29 LT
818824 21.21 21.07
26.01
826 23.00277+30.00 LT
EX.826 23.00 UNK
26.67
828 22.23277+74.00 LT
EX.828 22.23 UNK
26.26
832279+05.16 RT 25.33
834 23.72294+24.38 RT
EX.834 23.72 UNK
26.72
908 16.31613+89.22 RT
906908 16.31 16.24
23.93
910 17.35613+89.19 LT
908910 17.35 17.21
23.93
914 19.02616+31.56 RT 21.77
916 19.32616+61.43 LT
914916 19.32 19.02
22.15
918 21.22617+25.03 LT 23.42
920 21.40707+88.06 LT
918920 21.40 21.22
26.41
922 22.00709+00.00 LT
920922 22.00 21.45
26.45
924 22.50710+00.00 LT
922924 22.50 22.00
26.70
926 18.74614+00.00 LT
910926 18.74 18.64
23.00
928 19.53614+47.93 LT
926928 19.53 19.28
22.53
930 19.91614+27.02 LT
926930 19.91 19.28
26.14
932 21.13614+27.64 RT
934932 21.13 21.00
24.09
934 17.26614+05.51 RT
EX.934 17.26 UNK
23.98
936 20.86613+74.91 RT 24.27
938 20.96613+98.70 RT 23.34
18.40228+45.79 RT 23.04
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
SHEET TOTALS
935 20.39614+10.31 RT
934935 20.39 20.18
24.41
X X X
12 2 1 5 4
S T
D
D
I F
1000A 18.35228+45.70 RT 24.51
1000A
S T
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36" 12"
C.S. PIPE
R.C. PIPE
(CLASS III)
S T
825 21.53276+07.50 LT
827825 21.53 21.47
25.40
X X X 19
827 21.42276+07.50 LT
824827 21.42 21.20
26.60
X X X 58
18.40 18.35
UNK
260 46 61 64 194 63 219 14
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-019
U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
18.52227+64.62 RT
10001002
18.52 18.40
23.57
18.66226+71.86 RT 22.92
21.12811+01.92 RT
11021100
21.12 20.80
28.98
20.80811+65.48 RT
EX.
20.80 UNK
27.00
21.80814+73.85 RT 28.75
21.83814+74.71 RT
11041106
21.83 21.80
27.96
22.38815+91.54 RT
11041108
22.38 21.80
29.59
26.15820+91.13 RT 28.08
26.26820+91.51 RT
11101112
26.26 26.15
28.50
10021004
18.66 18.52
225+63.22 RT
1006 1004
X X X
X X X
X X X
X X X
X X X
X X X
X X X
X X X
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
SHEET TOTALS
X X X
UNK298+70.00 LT 27.42
22.60298+64.00 LT
13001302
22.60 22.57
27.42
23.45298+64.00 RT
13021304
23.45 22.88
26.50
X X X
X X X
22.70298+70.00 LT
13001306
22.70 22.57
26.40
26X X X
UNK299+60.00 LT 27.75
23.70299+60.00 LT
13081310
23.70 UNK
26.70
26X X X
UNK279+55.73 LT
12021200
UNK UNK
25.29
UNK279+04.76 LT 25.50
UNK300+28.00 LT 28.05
23.40300+28.00 LT
13121314
23.40 UNK
27.40
12X X X
UNK303+18.73 RT
14041400
UNK UNK
26.36
59X X X
UNK303+19.07 LT
14041402
UNK UNK
26.19
23X X X
UNK303+15.94 LT 26.83
UNK301+35.36 LT 27.76
UNK301+02.08 LT 27.53
UNK301+07.12 LT
14081410
UNK UNK
26.83
19X X X
1 14 7
S T
D
D
I F
S T
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36"
C.S. PIPE
R.C. PIPE
(CLASS III)
12"
18.7323.18
18.73 18.66
S T
64117 115 313 7 97 85
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-020
U
A N
T I T
I E
S
F O
R
D
R A
I N
A G
E
S T
R U
C T
U R
E S
ENDWALLS
STATION
S T
R U
C T
U R
E
N
O
R C
P
C S
P
P E
R
E
A C
H
T
H R
U
T
H R
U
A
O
V E
F R
O M
T O
TYPE OF GRATE
FE GC
B
S
T D
D
ABBREVIATIONS
L O
C A
T I O
N
L T
R
T
O
R
C
L
REMARKS
12" 36" 42" 48"
FRAME, GRATES
AND HOOD
STANDARD 840.03
CU. YDS.
THICKNESS
OR GAUGE
LIN.
*FT.
T O
P
E
L E
V A
T I O
N
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
S L O
I T
I C
A L
STD. 838.01,
STD. 838.11
OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
48"42"36"30"24"18"15"
D R
L E
T
C A
T C
H
B
A S
I N
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
P I P
E
R
E M
O V
A L
L I N
F
T
P
P
A
P
P
E
15" 18" 24"
12" 18" 24" 30" 36" 42" 48"15"
R
C
P
I P
E
C
L A
S
I D
E
D
R A
P
E
S
I D
E
D
R A
P
E
GRAND TOTALS
SHEET TOTALS
T B
J
D
S T
S T
S T
S T
S T
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
R
C
P
I P
E
C
U L
V E
R T
S
C
O N
T R
A C
T O
R
D
E S
I G
N
P
I P
E
A
L
B
T
O T
A L
L F
F
A
N T
I T
Y
S H
A L
L
B
E
C
O L
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
23.05304+30.00 LT
14161412
23.05 22.95
25.72
20X X X
23.02303+86.00 LT
14181414
23.02 22.92
25.69
21X X X
UNK304+30.00 LT 26.20
UNK303+87.00 LT 26.40
58 5 8 11 33 32 1
S T
D
D
I F
S T
DRAINAGE PIPE
(HDPE)
R.C. PIPE
(CLASS IV)
6" 12" 15" 18" 24" 30" 36" 12"
C.S. PIPE
R.C. PIPE
(CLASS III)
S T
1169117 600 2603567 743 679292 229 58 273 389 59
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-021
R
E I N
F
C
O N
C
E
W
L L
C O
R R
S
T E
E L
E
L B
O W
S
N
O
Z
E
P I P
E
R
E M
O V
A L
L I N
F
T
C O
N C
C
O L L A
B
C
Y
S
R E
I N
F
C
O N
C
E
L B
O W
S
N
O
Z
E
SIZE
REMARKS
(UNLESS NOTED OTHERWISE)
STATION
S T
R U
C T
U R
E
N
O
F R
O M
T O
54" 60" 66" 72" 78" 84" 54" 60" 66" 72"
60" 66" 72"
10 10 10
STRUCTURAL PLATE PIPE
L O
C A
T I O
N
L T
R
T
O
R
C
L
THICKNESS
OR GAUGE
SHOP
ELON-
GATED
W I T
H
R
C
C
Y
W I T
H
C
S
C
Y
M A
S O
N A
A
I N
A G
E
S
T R
U C
T U
R
B
R
D S
REINFORCED
ENDWALLS
TYPE OF GRATE
FE G
C B
S
T D
D
FRAME, GRATES
AND HOOD
STANDARD 840.03
ABBREVIATIONS
I N
V E
E
V A
T I O
N
I N
V E
E
V A
T I O
N
T O
P
E
L E
V A
T I O
N
S L O
I T
I C
A L
C.B.
N.D.I.
D.I.
J.B.
M.H.
T.B.D.I.
T.B.J.B.
G.D.I.
G.D.I. (N.S.)
C A
T C
H
B
A S
I N
D R
L E
T
C O
N C
R E
T E
T R
A N
S I T
I O
N A
L
S E
C T
I O
N
C.S. PIPE
CLASS IV R.C. PIPE
GRAND TOTALS
T B
G
D
I
T
Y P
E
A
S
T
607+66.14 LT 522 10.28
900522 10.28 10.00
24.82
607+19.14 LT 900 10.0017.08
608+65.19 RT 902 10.85
522902 10.85 10.28
17.93
613+80.67 RT 904 14.8021.80
613+90.39 RT 906 14.85
904906 14.85 14.80
24.05
614+55.81 RT 912 15.20
906912 15.20 14.86
22.70
80 170
S T
S T
S T
1 2 2 1
T B
D
E
F
A
M
W
I T
H
T
G
A
T
D
GRATED DROP INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLET
TRAFFIC BEARING JUNCTION BOX
CATCH BASIN
NARROW DROP INLET
DROP INLET
GRATED DROP INLET
2B 3.54224+82.82 RT
18.50
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 54" & OVER)
2A 3.61224+72.15 RT
10.50
R
E I N
F
C
O N
C
E
L L
S
K E
W E
D
SHEET TOTALS
80 170 1 2 2 1
S T
2B2A
3.61 3.54
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
C-022
200+00
P
C
P
P
P
P
E
P
P
P
P
BIRCH ST. STA. 221+06.19 =
WALLACE CREEK RD. STA. 500+00
P
P
S
E
S
E
CONSTRUCTION ℄
BIRCH ST
C
U
R
CURVE 1
Δ=017°48'48.45"
R=1700.00
L=528.54
T=266.42 e=NC
DESIGN SPEED= 40 MPH
C
U
R
CURVE 2
Δ=064°56'04.86"
R=380.00
L=430.66
T=241.78 e=6%
DESIGN SPEED= 25 MPH
CURVE 3
Δ=049°54'16.97"
R=1200.00
L=1045.20
T=558.35 e=NC
DESIGN SPEED= 40 MPH
CURVE 10
Δ=020°46'47.82"
R=495.00
L=179.526
T=90.76 e=NC
DESIGN SPEED= 40 MPH
CURVE 8
Δ=001°20'30.01"
R=10000.00
L=234.17
T=117.09 e=NC
DESIGN SPEED= 40 MPH
CURVE 9
Δ=003°33'39.77"
R=1000.00
L=62.16
T=31.09 e=NC
DESIGN SPEED= 40 MPH
C
U
R
U
R
CURVE 2
C U
R
VE 3
C
R
O
R
E
E
T
C
R
O
R
E
E
T
M
C
H
U
G
V
D
B
I
R
R
E
E
T
B
I
R
R
E
E
T
B
I
R
R
E
E
T
W
A
L
L
A
E
K
S
E
S
E
S
E
N
E
N
E
C
U
R
BIRCH ST. STA. 220+98.04 =
WALLACE CREEK RD. SOUTH STA. 902+46.26
BIRCH ST. STA.211+16.19 =
MCHUGH BLVD. STA. 415+50.73
88°27'49"
89°56'40"
900+00
C
U
R
N
E
N27° 03' 43.25"E
S88° 19' 48.77"E
B P
P C
PT: 901+53.52
C
U
R
CURVE 21
Δ=064°36'28.08"
R=110.00
L=124.04
T=69.55 e=NC
DESIGN SPEED= 40 MPH
N
E
S62° 15' 52.44"E
90°40'24"
23.70
24.83
21.98 9
CONSTRUCTION ℄
WALLACE CREEK
STA. 500+00
C
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
BENCHMARK STA OFFSET ELEVATION NORTHING EASTING
BM#3059 211+86.15 166.60 LT 21.98 341466.8525 2494798.2194
BM#2 508+53.03 20.21 LT 11.89 341932.1323 2496128.2334
BM#3 213+89.98 44.13 LT 24.83 341465.3243 2495072.2164
BM#4 227+51.97 35.77 RT 23.70 340980.2193 2496356.1984
GENERAL NOTES
KEY PLAN
WORK NOTES
PLAN
NORTH
M A
T C
H L
I N
E
S
T A
S
H E
PLAN
NORTH
SCALE: 1" = 100'
FEET
2001000
1. BENCHMARKS COORDINATES NOT SURVEYED BY
DAVENPORT AND NEED TO BE FIELD VERIFIED.
2. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN:
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM, NORTH AMERICAN DATUM 1983/93 (U.S.
SURVEY FEET) ESTABLISHED BY GPS OBSERVATION.
3. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN
VERTICAL DATUM 88 (U.S. SURVEY FEET). GPS
MEASURED VALUES RECONCILE WITH THE Z VALUES
(+/- 0.2') INDICATED FOR AERIAL GROUND CONTROL
TARGET NUMBERS 9, 13 & 14.
4. THIS SURVEY WAS PREPARED TO SHOW EXISTING
FEATURES AS OF 05/18/2019 AND DOES NOT CERTIFY
TO CHANGES IN SITE CONDITIONS WHICH OCCUR
SUBSEQUENT TO THIS DATE AND OR TO PROPOSED
IMPROVEMENTS.
5. UNLESS OTHERWISE INDICATED, THIS SURVEY IS NOT
INTENDED TO DEPICT OR DETERMINE THE EXISTENCE
OF WETLANDS, HAZARDOUS WASTE OR
ENVIRONMENTAL FEATURES THAT MAY AFFECT THIS
PROJECT.
6. UNDERGROUND PIPE SIZES AND MATERIAL TYPES
ARE DETERMINED BY FIELD MEASUREMENTS AND
OBSERVATIONS AS CAN BEST BE DETERMINED FROM
ABOVE GROUND WITHOUT BENEFIT OF CONFINED
SPACE ENTRY. THIS SURVEY DOES NOT WARRANT
SIZES AND MATERIAL TYPES LOCATED IN CONFINED
OR INACCESSIBLE SPACES.
7. THE LOCATION OF CERTAIN DRAINAGE STRUCTURES
SHOWN HEREIN COULD NOT BE LOCATED VIA FIELD
OBSERVATIONS AND HAVE BEEN DEPICTED BASED
ON THE AS-BUILT MAPPING DOCUMENT ENTITLED
EXISTING CONDITIONS STORM DRAINAGE / GRID F8 /
EDITION 005 SERIES U0045S / SHEET 70 PUBLISHED
JUNE 18, 2018. SAID MAPPING DOCUMENT WAS
OBTAINED FROM THE PUBLIC WORKS DIVISION,
DESIGN BRANCH, MCB CAMP LEJEUNE, NC ON MAY 7,
2019.
8. UNDERGROUND UTILITY LOCATIONS SHOWN HAVE
BEEN DESIGNATED BY NC 811 MISS UTILITY
(REFERENCE TICKET NUMBERS 2019_05-06 06085,
06335, 06519, 05562, 05654 & 05675). ABOVE GROUND
UTILITY DESIGNATION MARKINGS WERE LOCATED BY
PRECISION MEASUREMENTS, INC.
9. CERTAIN UNDERGROUND UTILITIES SHOWN HEREIN
HAVE BEEN DESIGNATED BY PRECISION
MEASUREMENTS, INC. IN CONFORMANCE WITH ASCE
STANDARD CI/ASCE 38-02, QUALITY LEVEL D (QL-D)
AND QUALITY LEVEL C (QL-C).
10. THIS TOPOGRAPHIC SURVEY WAS COMPLETED
UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
CORY M. HAYNES FROM AN ACTUAL GROUND
SURVEY MADE UNDER MY SUPERVISION; AND THAT
THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA
INCLUDING METADATA MEETS MINIMUM ACCURACY
STANDARDS UNLESS OTHERWISE SHOWN.
BENCHMARK
BENCHMARKS
12816357
C-023
240+00
245+00
250+00
P
C
P C
P C
P
T
P T
P T
N
E
N89° 34' 16.89"E
CURVE 4
Δ=021°44'26.30"
R=1000.00
L=379.45
T=192.03 e=NC
DESIGN SPEED= 40 MPH
C
U
R
V E
CURVE 5
Δ=001°39'17.03"
R=5000.00
L=144.40
T=72.21 e=NC
DESIGN SPEED= 40 MPH
BIRCH STREET
CURVE 5
CURVE 6
N87° 5 4' 59.86"E
C U
R V
E
CURVE 3
Δ=049°54'16.97"
R=1200.00
L=1045.20
T=558.35 e=NC
DESIGN SPEED= 40 MPH
265+00 270+00 275+00
P C
P T
P T
BP: 700+00.00
EP: 711+77.38
610+00
618+25
P C
P
P C
P
C
P C
P T
P T
P
T
P T
P
P R
C
S
' 0
.6
"E
S
E
S39° 36' 08.74"E
S
E
S41° 38' 46.47"E
S41° 41' 10.92"E
N
E
CURVE 11
Δ=094°28'52.41"
R=200.00
L=329.802
T=329.80 e=NC
DESIGN SPEED=25 MPH
C
U
R
CURVE 12
Δ=032°48'27.72"
R=200.00
L=114.52
T=114.52 e=NC
DESIGN SPEED=25 MPH
CURVE 13
Δ=039°24'22.60"
R=200.00
L=137.55
T=71.62 e=NC
DESIGN SPEED= 25 MPH
CURVE 14
Δ=016°26'30.50"
R=700.00
L=200.88
T=101.13 e=NC
DESIGN SPEED= 25 MPH
CURVE 15
Δ=018°37'52.73"
R=200.00
L=65.04
T=32.81 e=NC
DESIGN SPEED= 25 MPH
CURVE 6
Δ=050°23'49.21"
R=1160.00
L=1020.33
T=545.82 e=RC
DESIGN SPEED=40MPH
C
U
R
U
R
BIRCH STREET
BIRCH STREET
CURVE 1
PC: 10+28.65
P
R
C
P
T
N
E
N38° 00' 58.03"E
CURVE 20
Δ=027°02'56.40"
R=350.00
L=165.23
T=84.19 e=NC
DESIGN SPEED= 25 MPH
CURVE 19
Δ=016°45'05.04"
R=200.00
L=58.47
T=29.45 e=NC
DESIGN SPEED= 25 MPH
SERVICE ROAD
H O
L C
O M
B
B
O U
L E
V A
R D
N
E
N
E
N39° 19' 03.96"E
C
U
R
72°32'44"
90°0'0"
89°57'36"
CURVE 7
BIRCH ST. STA 271+79.43 =
HOLCOMB BLVD. STA 702+85.49
SERVICE RD. STA 618+24.59 =
HOLCOMB BLVD. STA 707+65.33
90°0'0"
SERVICE RD. STA 614+24.85 =
SITE BASE LINE STA 12+96.15
90°0'0"
CURVE 20
CURVE 19
BIRCH ST. STA 267+85.61 =
SITE BASE LINE STA 9+00.00
BIRCH ST. STA 256+46.49 =
SERVICE RD. STA 600+00.00
CURVE 7
Δ=00°07'07.32"
R=25000.000
L=51.79
T=25.90 e=NC
DESIGN SPEED=40 MPH
CURVE 16
D=033°01'45.48"
R=200.000
L=115.294
T=59.30 e=NC
DESIGN SPEED= 25 MPH
C
U
R
C
U
R
S41° 41' 10.92"E S41° 34' 03.59"E
EP: 1003+07.87
61°42'18"
BIRCH ST. STA 256+73.15 =
EXCHANGE DRIVEWAY STA 1003+07.87
N
E
19.81
24.14
23.75
CONSTRUCTION ℄
SERVICE RD.
STA.600+00
824.85'
C
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
BENCHMARK STA OFFSET ELEVATION NORTHING EASTING
BM#5 248+20.60 43.44 LT 19.81 341359.3783 2498376.7034
BM#7 614+54.20 200.72 LT 24.14 340912.1263 2500479.0684
BM#8 266+79.68 294.34 RT 26.70 340395.9903 2499748.4664
GENERAL NOTES
KEY PLAN
PLAN
NORTH
M A
T C
H L
I N
E
S
T A
S
L
O W
MATCHLINE STA. 253+00 - SEE ABOVE
M A
T C
H L
I N
E
S
T A
S
H E
M A
T C
H L
I N
E
S
T A
S
H E
PLAN
NORTH
SCALE: 1" = 100'
0 100 200
FEET
PLAN
NORTH
SCALE: 1" = 100'
0 100 200
FEET
WORK NOTES
1. BENCHMARKS COORDINATES NOT SURVEYED BY
DAVENPORT AND NEED TO BE FIELD VERIFIED.
2. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN:
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM, NORTH AMERICAN DATUM 1983/93 (U.S.
SURVEY FEET) ESTABLISHED BY GPS OBSERVATION.
3. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN
VERTICAL DATUM 88 (U.S. SURVEY FEET). GPS
MEASURED VALUES RECONCILE WITH THE Z VALUES
(+/- 0.2') INDICATED FOR AERIAL GROUND CONTROL
TARGET NUMBERS 9, 13 & 14.
4. THIS SURVEY WAS PREPARED TO SHOW EXISTING
FEATURES AS OF 05/18/2019 AND DOES NOT CERTIFY
TO CHANGES IN SITE CONDITIONS WHICH OCCUR
SUBSEQUENT TO THIS DATE AND OR TO PROPOSED
IMPROVEMENTS.
5. UNLESS OTHERWISE INDICATED, THIS SURVEY IS NOT
INTENDED TO DEPICT OR DETERMINE THE EXISTENCE
OF WETLANDS, HAZARDOUS WASTE OR
ENVIRONMENTAL FEATURES THAT MAY AFFECT THIS
PROJECT.
6. UNDERGROUND PIPE SIZES AND MATERIAL TYPES
ARE DETERMINED BY FIELD MEASUREMENTS AND
OBSERVATIONS AS CAN BEST BE DETERMINED FROM
ABOVE GROUND WITHOUT BENEFIT OF CONFINED
SPACE ENTRY. THIS SURVEY DOES NOT WARRANT
SIZES AND MATERIAL TYPES LOCATED IN CONFINED
OR INACCESSIBLE SPACES.
7. THE LOCATION OF CERTAIN DRAINAGE STRUCTURES
SHOWN HEREIN COULD NOT BE LOCATED VIA FIELD
OBSERVATIONS AND HAVE BEEN DEPICTED BASED
ON THE AS-BUILT MAPPING DOCUMENT ENTITLED
EXISTING CONDITIONS STORM DRAINAGE / GRID F8 /
EDITION 005 SERIES U0045S / SHEET 70 PUBLISHED
JUNE 18, 2018. SAID MAPPING DOCUMENT WAS
OBTAINED FROM THE PUBLIC WORKS DIVISION,
DESIGN BRANCH, MCB CAMP LEJEUNE, NC ON MAY 7,
2019.
8. UNDERGROUND UTILITY LOCATIONS SHOWN HAVE
BEEN DESIGNATED BY NC 811 MISS UTILITY
(REFERENCE TICKET NUMBERS 2019_05-06 06085,
06335, 06519, 05562, 05654 & 05675). ABOVE GROUND
UTILITY DESIGNATION MARKINGS WERE LOCATED BY
PRECISION MEASUREMENTS, INC.
9. CERTAIN UNDERGROUND UTILITIES SHOWN HEREIN
HAVE BEEN DESIGNATED BY PRECISION
MEASUREMENTS, INC. IN CONFORMANCE WITH ASCE
STANDARD CI/ASCE 38-02, QUALITY LEVEL D (QL-D)
AND QUALITY LEVEL C (QL-C).
10. THIS TOPOGRAPHIC SURVEY WAS COMPLETED
UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
CORY M. HAYNES FROM AN ACTUAL GROUND
SURVEY MADE UNDER MY SUPERVISION; AND THAT
THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA
INCLUDING METADATA MEETS MINIMUM ACCURACY
STANDARDS UNLESS OTHERWISE SHOWN.
BENCHMARK
12816358
C-024
280+00 285+00
290+00 295+00 300+00
P I
O
L
D
BIRCH STREET
S41° 41' 29.14"E
BIRCH STREET
S41° 34' 03.59"E
800+00 805+00 810+00
815+00
P C
P C
P T
P
T
N
E
W
N48° 21' 17.35"E
S
E
CURVE 17
Δ=000°37'38.67"
R=10000.00
L=109.50
T=54.75 e=NC
DESIGN SPEED= 40 MPH
CURVE 18
Δ=012°39'51.62"
R=1250.00
L=276.29
T=138.71 e=NC
DESIGN SPEED= 40 MPH
CURVE
C U
R V
E
B I R
R
E E
T
DUNCAN STREET
D
U
N
C
R
E
E
T
N
E
89°57'14"
N48° 58' 56.01"E
BIRCH ST. STA 307+43.93 =
DUNCAN ST. STA 800+00.00
S
N
E
A
F
R
DUNCAN ST. STA 821+44.34 =
SNEADS FERRY RD.
S
E
27.23
NEW12
25.23
24.89
CONSTRUCTION ℄
DUNCAN ST.
STA. 800+00
.5
174.63'
599.83'
C
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
BENCHMARK STA OFFSET ELEVATION NORTHING EASTING
BM#9 278+98.52 451.41 LT 26.70 339980.1703 2501115.6394
BM#10 279+07.21 493.38 RT 26.25 339346.7923 2500414.5364
BM#11 291+22.16 450.24 LT 29.87 339063.8983 2501926.6554
BM#OLD 12 291+24.58 441.21 RT 30.05 338470.6053 2501261.3044
BM#NEW 12 308+47.48 142.73 RT 25.23 337381.8413 2502630.7394
BM#13 804+66.45 377.17 LT 27.23 338143.6713 2502768.3774
GENERAL NOTES
KEY PLAN
PLAN
NORTH
M A
T C
H L
I N
E
S
T A
S
L
O W
MATCHLINE STA. 303+00 - SEE ABOVE
M A
T C
H L
I N
E
S
T A
S
H E
PLAN
NORTH
SCALE: 1" = 100'
0 100 200
FEET
PLAN
NORTH
SCALE: 1" = 100'
0 100 200
FEET
WORK NOTES
1. BENCHMARKS COORDINATES NOT SURVEYED BY
DAVENPORT AND NEED TO BE FIELD VERIFIED.
2. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN:
NORTH CAROLINA STATE PLANE COORDINATE
SYSTEM, NORTH AMERICAN DATUM 1983/93 (U.S.
SURVEY FEET) ESTABLISHED BY GPS OBSERVATION.
3. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN
VERTICAL DATUM 88 (U.S. SURVEY FEET). GPS
MEASURED VALUES RECONCILE WITH THE Z VALUES
(+/- 0.2') INDICATED FOR AERIAL GROUND CONTROL
TARGET NUMBERS 9, 13 & 14.
4. THIS SURVEY WAS PREPARED TO SHOW EXISTING
FEATURES AS OF 05/18/2019 AND DOES NOT CERTIFY
TO CHANGES IN SITE CONDITIONS WHICH OCCUR
SUBSEQUENT TO THIS DATE AND OR TO PROPOSED
IMPROVEMENTS.
5. UNLESS OTHERWISE INDICATED, THIS SURVEY IS NOT
INTENDED TO DEPICT OR DETERMINE THE EXISTENCE
OF WETLANDS, HAZARDOUS WASTE OR
ENVIRONMENTAL FEATURES THAT MAY AFFECT THIS
PROJECT.
6. UNDERGROUND PIPE SIZES AND MATERIAL TYPES
ARE DETERMINED BY FIELD MEASUREMENTS AND
OBSERVATIONS AS CAN BEST BE DETERMINED FROM
ABOVE GROUND WITHOUT BENEFIT OF CONFINED
SPACE ENTRY. THIS SURVEY DOES NOT WARRANT
SIZES AND MATERIAL TYPES LOCATED IN CONFINED
OR INACCESSIBLE SPACES.
7. THE LOCATION OF CERTAIN DRAINAGE STRUCTURES
SHOWN HEREIN COULD NOT BE LOCATED VIA FIELD
OBSERVATIONS AND HAVE BEEN DEPICTED BASED
ON THE AS-BUILT MAPPING DOCUMENT ENTITLED
EXISTING CONDITIONS STORM DRAINAGE / GRID F8 /
EDITION 005 SERIES U0045S / SHEET 70 PUBLISHED
JUNE 18, 2018. SAID MAPPING DOCUMENT WAS
OBTAINED FROM THE PUBLIC WORKS DIVISION,
DESIGN…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .