19960090 Ver 3_Site Plan_20150211

Strickland, Bev
From: Jason L Elliott <jlelliott @mbakerintl.com>
Sent: Wednesday, February 11, 2015 8:04 PM
To: Strickland, Bev
Subject: Raleigh Executive Jetport - Taxiway Widening /Rehabilitation & GA Apron Expansion
Plans
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Beverly,
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Text:
Jason L Elliott, PE I Project Manager I Michael Baker Engineering, Inc., a
unit of Michael Baker International
8000 Regency Parkway, Suite 600 1 Cary, NC 1 [O] 919-481-57471 [M] 919-
412 -7235
jlelliott(abmbakerintl.com I www.mbakerintl.com
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bev.stri ckl [e-mail]
Subject
Raleigh Executive Jetport - Taxiway Widening/Rehabilitation & GA Apron Expansion Plans
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Beverly,
The pl ans you requested are avai I abl a vi a the attached I i nk. Let me know i f you need anythi ng el se.
Thanks.
Jason
L E I I i ott, PE I Proj ect M anager I M i chael
Baker Engi neeri ng, I nc., a uni t of M i chael Baker I nternati oval
8000 Regency Parkway, Sui to 600 1 Cary, N C [O] 919 -481 -5747 [ M ]
919 -412 -7235
j l el I i ott @mbakeri ntl .00m I www.mbakeri ntl .00m
Legal Disclaimer: T hi s websi to i s i ntended solely for use by Michael Baker International, L L C, i is aff i I i ates, clients, subcontractors, and other
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REFERENCE INFORMATION
DB.408, PG.283 - EDENS
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Project Number:
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NOTES:
1. CONTRACTOR SHALL MAINTAIN TWO OPEN
CONNECTOR TAXIWAYS TO THE APRONS
DURING ALL PHASES OF CONSTRUCTION.
2. CONTRACTOR MUST COORDINATE WITH
THE ENGINEER AND OWNER PRIOR TO
CLOSING ANY PORTION OF THE AIRCRAFT
APRON SO THAT PARKED AIRCRAFT MAY BE
MOVED FROM THE AREA PRIOR TO THE
START OF CONSTRUCTION.
300' 150' 0 300' 600'
1 1 1 1 1
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REVISIONS
Date By
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REFERENCE INFORMATION 4_ TTA TWAWIDENING PLI-2.dwg
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REFERENCE INFORMATION x Date: Drawing Number:
DB.385, PG.848 - PAYNE TAX MAP PARCEL ID JANUARY 2015 ♦
9676-29-7727 Business Unit: P L-1
REFERENCE INFORMATION
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1"1 os+ 0 NOTES:
-DM S T T T T T 1. CONTRACTOR SHALL FIELD VERIFY
raY= j� _ - _ _ 1 _ �'– N EXACT LOCATION OF ALL EXISTING
%� p UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
EXIS T—A8 "--E
-CP 0 CONSTRUCTION.
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2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
ARE AT 1) INTERVALS.
10' 0 49.01 "E >
W 3. SEE SHEETS DD-3 AND DD-4 FOR
W PIPE AND STRUCTURE SCHEDULES.
C0
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4. UNDERDRAIN END TREATMENT SHALL
BE INSTALLED ON ALL UNDERDRAIN
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Project Name:
TAXIWAY A
WIDEN ING/REHABI LITATION
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Drawing Name:
GRADING AND
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Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015 GD-1
Business Unit:
CARY
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SHEET EC-3, DETAILS 4
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Checked by:
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140708
1"1 os+ 0 NOTES:
-DM S T T T T T 1. CONTRACTOR SHALL FIELD VERIFY
raY= j� _ - _ _ 1 _ �'– N EXACT LOCATION OF ALL EXISTING
%� p UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
EXIS T—A8 "--E
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ON PAVEMENT AREAS. ALL OTHERS
ARE AT 1) INTERVALS.
10' 0 49.01 "E >
W 3. SEE SHEETS DD-3 AND DD-4 FOR
W PIPE AND STRUCTURE SCHEDULES.
C0
C 0 2
4. UNDERDRAIN END TREATMENT SHALL
BE INSTALLED ON ALL UNDERDRAIN
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STRUCTURE (SEE SHEET DD-1,
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No. Description
REVISIONS
Date By
Project Name:
TAXIWAY A
WIDEN ING/REHABI LITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015 GD-1
Business Unit:
CARY

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S,
s,s° •n.. ^rYb , sy} : 8, eh d ' d• "✓"k i -i:;- ; -, 3.C'.£: {ICI 4 ws .
CDH
N CARS
` O .•�C, E S/
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Technician:
-�--- 45
�.
CDH
_' A
6
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Checked by:
JLE
C.-
•FNGINE��. • '`� '
'�,0j� • "' 0 0-
Project Number:
1/1011 � � � � ►�� i�\� - °1
'�'S`2.:
a.. s
S,
s,s° •n.. ^rYb , sy} : 8, eh d ' d• "✓"k i -i:;- ; -, 3.C'.£: {ICI 4 ws .
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UD _».. __ __ __ VD
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NOTES:
-�--- 45
EC -3
-- -Dl =S _
REVISIONS
yl-�0
1. CONTRACTOR SHALL FIELD VERIFY
:P -4
4 P
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C- /__4 0- SA4. --- SC---^b'1/E
SS SS SS SS
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EXACT LOCATION OF ALL EXISTING
D
UG M o
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_
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p
UTILITIES WITHIN THE PROJECT LIMITS
°
,°
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-
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_
C0 ` g
M -
_
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SHEET EC -2, DETAIL 2
PRIOR TO THE START OF
CO -7�
v
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- ---
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,\ �
ONSTRUCTION.
N PRO PO
AUEM E�1
U . 3
--90 --
EXISTING CONTOUR
2. CONTOURS SHOWN AT INTERVALS
AT-
RO
TERM
---
.
> TAXI-
C.7
.25'
ON PAVEMENT AREAS. ALL OTHERS
SHEET EC -3, DETAIL 1
P -1
EXISTING STORM PIPE
�= „ '
o 3 49.01 E __ -
p
ARE AT 1' INTERVALS.
PROPOSED STORM PIPE
W
3. SEE SHEETS DD -3 AND DD -4 FOR
PROPOSED DRAINAGE STRUCTURE
- ---- --
W
PIPE AND STRUCTURE SCHEDULES.
--58
EXISTING FLARED END SECTION
-,5-7_ --
_UD _
4. UNDERDRAIN END TREATMENT SHALL
EXISTING UNDERDRAIN PIPE
EXISTING ELECTRICAL DUCT
BE INSTALLED ON ALL UNDERDRAIN
UD -1
+
OUTLETS NOT TERMINATING INTO A
_ - _
r- N N - / %- - �2 N STRUCTURE SEE SHEET DD -1,
-23 - f= - r_ _ DETAIL 3).
_ -TW A STA 23+50.00 CA = 1-
Cn TEMPORARY CULVERT __ -TW A2 STA 204 +07.50 C/L tl� 5. CONTRACTOR SHALL INSTALL EROSION
EXISTING ELEC. DUCT INLET PROTECTION` �'� --- - _.._ _ � I � �� � � � � - --
I =2� _ N 665296.570 W CONTROL MATTING ON ALL SIDE
W TO BE EXTENDED SEE SEE DETAIL �4- ` --� 1 � �� � t � �, �- - --
Z ELECTRICAL DRAWINGS. `' --� � B 9� � `� � � E 1968805.825 Z SLOPES 4:1 OR GREATER AND ALL
-� GD-7 - DITCH SWELL BOTTOMS.
~- -- _
_ -_, -235 50 25 0 50 100
V v: = I i �, TC--M-- PORARY PIPE CULVE
�. MODIFY EXISTING UNDERDRAIN - J / II OUTLET PROTECTION F
Q OUTLET AS NECESSARY TO DRAIN o \ Q GRAPHIC SCALE BAR
•09/0 � 0 �� SEE DETAIL
� 2
GD -1 GD -2 GD -3 GD -4 GD -5 GD -6
0 0
0 0
M Nt
I— r
T T T T T
0
0
LO
T-
I
CONTROL POINT
N: 664785.00
E: 1968884.95
ELEV.-240.770 0
�4" 4
0 3
AY �, C —4
I ITM�
�--Tl-
EXISTING PAVEMENT
EC -3
REVISIONS
yl-�0
0�
GD -1 GD -2 GD -3 GD -4 GD -5 GD -6
0 0
0 0
M Nt
I— r
T T T T T
0
0
LO
T-
I
CONTROL POINT
N: 664785.00
E: 1968884.95
ELEV.-240.770 0
0
0
N
N
0
0
+
M
N
°o °o
N N
C
R W 3-21 STA 23+50.00 CA ='
TW A2 STA 200 +00.00 C/L
N 665150.113
E 1969186.096
0
o
0
+
CU
vii N
LEE COUNTY
Autocad Drawing Reference:
I DESIGN FILE.dwg
co Date: Drawing Number:
JANUARY 2015
Business Unit:
GD-2
CARY
�4" 4
0 3
AY �, C —4
fir
EXISTING PAVEMENT
EC -3
REVISIONS
yl-�0
0�
-
---- �. _-
TAXIWAY A2
"w
D
UG M o
PROPOSED PAVEMENT OVERLAY
No. Description Date By
N68° 56' 10.99
N
�-- -
- `
Q - _. _
CONTRACTOR TO
SHEET EC -2, DETAIL 2
PROJECT LIMITS
CULVERT INLET PROTECTION
PROTECT EXISTING
--90 --
EXISTING CONTOUR
RIP RAP CHECK DAM
i
__--
UB -11
°
SANITARY SEWER
LINE DURING
SHEET EC -3, DETAIL 1
P -1
EXISTING STORM PIPE
PIPE CULVERT OUTLET PROTECTION
SHEET EC -3, DETAIL 2
PROPOSED STORM PIPE
0
0
N
N
0
0
+
M
N
°o °o
N N
C
R W 3-21 STA 23+50.00 CA ='
TW A2 STA 200 +00.00 C/L
N 665150.113
E 1969186.096
0
o
0
+
CU
vii N
LEE COUNTY
Autocad Drawing Reference:
I DESIGN FILE.dwg
co Date: Drawing Number:
JANUARY 2015
Business Unit:
GD-2
CARY
LEGEND
fir
EXISTING PAVEMENT
EXISTING TREE LINE
-
---- �. _-
EXISTING DITCH
PROPOSED PAVEMENT OVERLAY
TEMPORARY SILT FENCE
T
WETLAND AREA
SHEET EC -2, DETAIL 2
PROJECT LIMITS
CULVERT INLET PROTECTION
SHEET EC -3, DETAILS 4
--90 --
EXISTING CONTOUR
RIP RAP CHECK DAM
130
FINISHED CONTOUR
SHEET EC -3, DETAIL 1
P -1
EXISTING STORM PIPE
PIPE CULVERT OUTLET PROTECTION
SHEET EC -3, DETAIL 2
PROPOSED STORM PIPE
DI -1 ■
PROPOSED DRAINAGE STRUCTURE
DROP INLET PROTECTION
SHEET EC -3, DETAIL 3
a
EXISTING FLARED END SECTION
4" 4 —WAY
UD
EXISTING UNDERDRAIN PIPE
EXISTING ELECTRICAL DUCT
UD -1
UNDERDRAIN PIPE WITH
T
EXISTING TELEPHONE LINE
uD
FLOW DIRECTION
SS SS SS
EXISTING SANITARY SEWER
C01
UNDERDRAIN CLEAN OUT
cP
EXISTING CONCRETE PAD
-} -11.47
FINISHED SPOT ELEVATION
EB
EXISTING ELECTRICAL BOX
-Now
1.0%
FINISHED SLOPE
EM
EXISTING ELECTRICAL METER
UGDM
UNDERGROUND DUCT MONUMENT
0
0
N
N
0
0
+
M
N
°o °o
N N
C
R W 3-21 STA 23+50.00 CA ='
TW A2 STA 200 +00.00 C/L
N 665150.113
E 1969186.096
0
o
0
+
CU
vii N
LEE COUNTY
Autocad Drawing Reference:
I DESIGN FILE.dwg
co Date: Drawing Number:
JANUARY 2015
Business Unit:
GD-2
CARY

C)
1-11
U
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C) C\J
CL
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C
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G D -1 G D -2 G D -3 G D -4 G D 5 G D -6 D �d-
CONTROL POINT N68* 56 10.99W CN
N: 664785.00
E: 1968884.95
ELEV.-240.770
i n i i n in e�
MUUIrT l-/v\IZ:)111Nb UINULKUKAlIN ---"
OUTLET AS NECESSARY TO DRAIN Po
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0 3
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0
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co
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LO
WETLAND AREA
SHEET EC-2, DETAIL 2
PROJECT LIMITS
Designer: xxxoIllill
CDH CA%
Technician:
CDH
Checked by:
C,-
JILE
Project Number: 0
140708 L
NOTES:
E�— IJ-D
1 CONTRACTOR SHALL FIELD VERIFY
5- C
4 p Cl�-40— SAN. SEWER
P-4� SS SS SS EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
I
—Pz5
CO Cj PRIOR TO THE START OF
------
S T�Q N),G CONSTRUCTION.
5- '': z
PAVEMENT U 3
-R� E ���- 2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
TAXI _ ARE AT 1) INTERVALS.
<
° S, 49.01
-4c
UJ 3. SEE SHEETS DD-3 AND DD-4 FOR
W
PIPE AND STRUCTURE SCHEDULES.
U —58
4. UNDERDRAIN END TREATMENT SHALL
`~ !%%'E�- '� _ BE INSTALLED ON ALL UNDERDRAIN
+
OUTLETS NOT TERMINATING INTO A
40)
STRUCTURE (SEE SHEET DD-1,
f t _ _ = -- r - -- Q DETAIL 3).
-TW A STA 23+50.00 C/L
TW A2 STA 204+07.50 C/L U) 5. CONTRACTOR SHALL INSTALL EROSION
�` ��, '� �,�= — — N 665296.570 W
CONTROL MATTING ON ALL SIDE
E 1968805.825 E SLOPES 4:1 OR GREATER AND ALL
DITCH SWELL BOTTOMS.
235 = 50 25 0 50 100
TEMPORARY PIPE CULVE
GRAPHIC SCALE BAR
•00\ SEE DETAIL (2
UI
C —4 REVISIONS
,
\\4� '4 y ,
L �0 + 0\0
D
No. Description Date By
. . . . . . CONTRACTOR TO
PROTECT EXISTING
Q)
SANITARY SEWER
UB-11 LINE DURING
Q) CONSTRUCTION
CO-40 Q-
0 0
Project Name:
TAXIWAY A
WIDENING /REHABILITATION
r
C�-- i in iin
V; ;•.. '. _":...� 's,,, r}'�� °�,�. ;:. _ ;. ` z, , a X :.
AND
APRON EXPANSION
��,p z ,... . r~, A. � � � r~rx ,�� y ������ ,.. a� � �� � ��.�� �. � � �.� >� - � h�� � r. � .� �� Drawing Name:
i T[H -M 'k 75 1%OM",
IN
GRADING AND .... . X, ,, i'. .,� c �.y � R. . s � ... , . fit ? M _ `'S' .k , r r - WIN DRAINAGE
A.. _, .� � 3 ' x. x�x , . e €� . ; �� , ,�. � .. .yam . r, 6,
PLAN
CID
ATLERNATE BID
C) CD C) C) 0
0
C) C) C) 0
N
LEE COUNTY
RW 3-21 STA 23+50.00 CA
TW A2 STA 200+00.00 C/L Autocad Drawing Reference:
N 665150.113 I DESIGN FILE.dwg
E 1969186.096
Date: Drawing Number:
JANUARY 2015
GD-2A
V) Business Unit:
I CARY
LEGEND
EXISTING PAVEMENT
EXISTING TREE LINE
EXISTING DITCH
PROPOSED PAVEMENT OVERLAY
TEMPORARY SILT FENCE
WETLAND AREA
SHEET EC-2, DETAIL 2
PROJECT LIMITS
CULVERT INLET PROTECTION
SHEET EC-3, DETAILS 4
EXISTING CONTOUR
RIP RAP CHECK DAM
130
FINISHED CONTOUR
SHEET EC-3, DETAIL 1
EXISTING STORM PIPE
PIPE CULVERT OUTLET PROTECTION
SHEET EC-3, DETAIL 2
PROPOSED STORM PIPE
PROPOSED DRAINAGE STRUCTURE
DROP INLET PROTECTION
SHEET EC-3, DETAIL 3
FES
EXISTING FLARED END SECTION
4" 4 -WAY
U D
EXISTING UNDERDRAIN PIPE
EXISTING ELECTRICAL DUCT
UNDERDRAIN PIPE WITH
T
EXISTING TELEPHONE LINE
UD -
FLOW DIRECTION
SS SS SS
EXISTING SANITARY SEWER
0 Col
UNDERDRAIN CLEANOUT
CP
EXISTING CONCRETE PAD
+11.47
FINISHED SPOT ELEVATION
E-5
EXISTING ELECTRICAL BOX
1.0%
FINISHED SLOPE
Em
EXISTING ELECTRICAL METER
UCDM
UNDERGROUND DUCT MONUMENT
Designer: xxxoIllill
CDH CA%
Technician:
CDH
Checked by:
C,-
JILE
Project Number: 0
140708 L
NOTES:
E�— IJ-D
1 CONTRACTOR SHALL FIELD VERIFY
5- C
4 p Cl�-40— SAN. SEWER
P-4� SS SS SS EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
I
—Pz5
CO Cj PRIOR TO THE START OF
------
S T�Q N),G CONSTRUCTION.
5- '': z
PAVEMENT U 3
-R� E ���- 2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
TAXI _ ARE AT 1) INTERVALS.
<
° S, 49.01
-4c
UJ 3. SEE SHEETS DD-3 AND DD-4 FOR
W
PIPE AND STRUCTURE SCHEDULES.
U —58
4. UNDERDRAIN END TREATMENT SHALL
`~ !%%'E�- '� _ BE INSTALLED ON ALL UNDERDRAIN
+
OUTLETS NOT TERMINATING INTO A
40)
STRUCTURE (SEE SHEET DD-1,
f t _ _ = -- r - -- Q DETAIL 3).
-TW A STA 23+50.00 C/L
TW A2 STA 204+07.50 C/L U) 5. CONTRACTOR SHALL INSTALL EROSION
�` ��, '� �,�= — — N 665296.570 W
CONTROL MATTING ON ALL SIDE
E 1968805.825 E SLOPES 4:1 OR GREATER AND ALL
DITCH SWELL BOTTOMS.
235 = 50 25 0 50 100
TEMPORARY PIPE CULVE
GRAPHIC SCALE BAR
•00\ SEE DETAIL (2
UI
C —4 REVISIONS
,
\\4� '4 y ,
L �0 + 0\0
D
No. Description Date By
. . . . . . CONTRACTOR TO
PROTECT EXISTING
Q)
SANITARY SEWER
UB-11 LINE DURING
Q) CONSTRUCTION
CO-40 Q-
0 0
Project Name:
TAXIWAY A
WIDENING /REHABILITATION
r
C�-- i in iin
V; ;•.. '. _":...� 's,,, r}'�� °�,�. ;:. _ ;. ` z, , a X :.
AND
APRON EXPANSION
��,p z ,... . r~, A. � � � r~rx ,�� y ������ ,.. a� � �� � ��.�� �. � � �.� >� - � h�� � r. � .� �� Drawing Name:
i T[H -M 'k 75 1%OM",
IN
GRADING AND .... . X, ,, i'. .,� c �.y � R. . s � ... , . fit ? M _ `'S' .k , r r - WIN DRAINAGE
A.. _, .� � 3 ' x. x�x , . e €� . ; �� , ,�. � .. .yam . r, 6,
PLAN
CID
ATLERNATE BID
C) CD C) C) 0
0
C) C) C) 0
N
LEE COUNTY
RW 3-21 STA 23+50.00 CA
TW A2 STA 200+00.00 C/L Autocad Drawing Reference:
N 665150.113 I DESIGN FILE.dwg
E 1969186.096
Date: Drawing Number:
JANUARY 2015
GD-2A
V) Business Unit:
I CARY

LLJ
n,
.0
O
x
0
<
0
5
00
(D
rl- C
0 0
V)
0
:5
F
_j
0
Lj
0
CN
0
p
CD
V)
Ld
0
>
CIL 0
0
CONTROL POINT
AN: 665531.35
E. 1969172.24
ELEV.-237.730
IIIJi(11.
00 C) -40 Ln
(y) M ch Tr
0jq=ffjWA :i: I
STRUCTURE (SEE SHEET DD-1,
. ii
DETAIL 3).
#D
CONTRACTOR TO
1. CONTRACTOR SHALL FIELD VERIFY
EXISTING TREE LINE
PROTECT EXISTING
0
5. CONTRACTOR SHALL INSTALL EROSION
LLJ
EXACT LOCATION OF ALL EXISTING
W
Bill
Z
LINE DURING TW D STA 600+00.00 C/L
z
UTILITIES WITHIN THE PROJECT LIMITS
.j
SS SS S
�s -S7
IP -T
DITCH/SWELL BOTTOMS.
3:
PRIOR TO THE START OF
wis
TEMPORARY SILT FENCE
Ila I
0
MAN
Wow
SHEET EC-2, DETAIL 2
2. CONTOURS SHOWN AT .25' INTERVALS
LIMITS
GRAPHIC SCALE BAR
CULVERT INLET PROTECTION
• PAVEMENT AREAS. ALL OTHERS
REVISIONS
1' INTERVALS.
No. Description Date By
CONTOUR
PIPE AND STRUCTURE SCHEDULES.
min
A—="�I[ IF) I I pill 0 0 III or
130
FINISHED
CONTOUR
oil
SHEET EC-3, DETAIL 1
EXISTING
STORM PIPE
Is's
4. UNDERDRAIN END TREATMENT SHALL
S
PIPE CULVERT OUTLET PROTECTION
SHEET EC-3, DETAIL 2
PROPOSED
STORM PIPE
PROPOSED
DRAINAGE
STRUCTURE
DROP INLET PROTECTION
SHEET EC-3, DETAIL 3
FES
EXISTING
FLARED END
SECTION
4" 4-WAY
UD
EXISTING UNDERDRAIN PIPE
EXISTING
ELECTRICAL
DUCT
UNDERDRAIN PIPE WITH
T
EXISTING
TELEPHONE
LINE
LID -
FLOW DIRECTION
SS SS — SS
EXISTING
SANITARY SEWER
0 C01
UNDERDRAIN CLEANOUT
CP
EXISTING
CONCRETE PAD
+11.47
FINISHED SPOT ELEVATION
E-B
EXISTING
ELECTRICAL
BOX
1.0%
FINISHED SLOPE
Em
EXISTING
ELECTRICAL
METER
UGDM
UNDERGROUND DUCT
MONUMENT
CONTROL POINT
AN: 665531.35
E. 1969172.24
ELEV.-237.730
IIIJi(11.
00 C) -40 Ln
(y) M ch Tr
STRUCTURE (SEE SHEET DD-1,
DETAIL 3).
"gaga-M W
CONTRACTOR TO
1. CONTRACTOR SHALL FIELD VERIFY
EXISTING TREE LINE
PROTECT EXISTING
0
5. CONTRACTOR SHALL INSTALL EROSION
LLJ
EXACT LOCATION OF ALL EXISTING
W
Bill
Z
LINE DURING TW D STA 600+00.00 C/L
z
UTILITIES WITHIN THE PROJECT LIMITS
.j
CONSTRUCTION N 665953.527 o
J
DITCH/SWELL BOTTOMS.
3:
PRIOR TO THE START OF
wis
TEMPORARY SILT FENCE
Ila I
0
I
CONSTRUCTION.
SHEET EC-2, DETAIL 2
2. CONTOURS SHOWN AT .25' INTERVALS
LIMITS
GRAPHIC SCALE BAR
CULVERT INLET PROTECTION
• PAVEMENT AREAS. ALL OTHERS
REVISIONS
1' INTERVALS.
No. Description Date By
CONTOUR
PIPE AND STRUCTURE SCHEDULES.
min
A—="�I[ IF) I I pill 0 0 III or
130
FINISHED
CONTOUR
SHEET EC-3, DETAIL 1
EXISTING
STORM PIPE
4. UNDERDRAIN END TREATMENT SHALL
S
PIPE CULVERT OUTLET PROTECTION
SHEET EC-3, DETAIL 2
CONTROL POINT
AN: 665531.35
E. 1969172.24
ELEV.-237.730
IIIJi(11.
00 C) -40 Ln
(y) M ch Tr
STRUCTURE (SEE SHEET DD-1,
DETAIL 3).
PAVEMENT
CONTRACTOR TO
EXISTING TREE LINE
PROTECT EXISTING
0
5. CONTRACTOR SHALL INSTALL EROSION
LLJ
SANITARY SEWER TWA STA 30+54.00 CA
W
CONTROL MATTING ON ALL SIDE
Z
LINE DURING TW D STA 600+00.00 C/L
z
SLOPES 4:1 OR GREATER AND ALL
.j
CONSTRUCTION N 665953.527 o
J
DITCH/SWELL BOTTOMS.
3:
E 1969058.844
TEMPORARY SILT FENCE
RT
0
50 25 0 50 100
1
SHEET EC-2, DETAIL 2
PROJECT
LIMITS
GRAPHIC SCALE BAR
CULVERT INLET PROTECTION
REVISIONS
SHEET EC-3, DETAILS 4
No. Description Date By
CONTROL POINT
AN: 665531.35
E. 1969172.24
ELEV.-237.730
IIIJi(11.
�"q :1 ... I it "I I
0
C) 0 CD CD 0 C) C)
C) C)
00 0
I
I
LEGEND
EXISTING
PAVEMENT
EXISTING TREE LINE
MENEM
EXISTING DITCH
�"q :1 ... I it "I I
0
C) 0 CD CD 0 C) C)
C) C)
00 0
I
I
GRADING ANX,
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015 G D-3
Business Unit:
CARY
LEGEND
EXISTING
PAVEMENT
EXISTING TREE LINE
EXISTING DITCH
PROPOSED PAVEMENT
OVERLAY
TEMPORARY SILT FENCE
WETLAND
AREA
SHEET EC-2, DETAIL 2
PROJECT
LIMITS
CULVERT INLET PROTECTION
SHEET EC-3, DETAILS 4
EXISTING
CONTOUR
RIP RAP CHECK DAM
130
FINISHED
CONTOUR
SHEET EC-3, DETAIL 1
EXISTING
STORM PIPE
PIPE CULVERT OUTLET PROTECTION
SHEET EC-3, DETAIL 2
PROPOSED
STORM PIPE
PROPOSED
DRAINAGE
STRUCTURE
DROP INLET PROTECTION
SHEET EC-3, DETAIL 3
FES
EXISTING
FLARED END
SECTION
4" 4-WAY
UD
EXISTING UNDERDRAIN PIPE
EXISTING
ELECTRICAL
DUCT
UNDERDRAIN PIPE WITH
T
EXISTING
TELEPHONE
LINE
LID -
FLOW DIRECTION
SS SS — SS
EXISTING
SANITARY SEWER
0 C01
UNDERDRAIN CLEANOUT
CP
EXISTING
CONCRETE PAD
+11.47
FINISHED SPOT ELEVATION
E-B
EXISTING
ELECTRICAL
BOX
1.0%
FINISHED SLOPE
Em
EXISTING
ELECTRICAL
METER
UGDM
UNDERGROUND DUCT
MONUMENT
GRADING ANX,
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015 G D-3
Business Unit:
CARY

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/ f
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CONTROL /POINT ! / ✓ / / / / / / / -' // / ,,- ° AND WHEN DIRECTED BY--- E-R- GI_N.EE -R \
C0 0L 0 / / �, / / /ETIL 1, SHEET DD--5 FOR ADDITIONAL —
N.666972`.80 -' e / / -' / _ -/ i \ INFORK- AA-TION. `^'--
�
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-DEL -E V- -2"3 I-40 0 / f , / / / / / r / / / — — ' T _ CONTROL POINT
-� -_
— CONTRACTO3k'S ST 'DING AREA / / /� f ° oN: 668614-44- --
i E: 1969652.20 ` - -
--
ELEV.-217.320
r _ / e , / / / / L 220—
TW —A�STA 4 6 + 8370b-
,
TW A3 STA 304 +07.50 C/L X220 - _ —
/ / ITCH i / - / / i e / _ - �- °` _ _ _ td 6 6 7 4-7 3 68- -3__ _
-7--- / SE TION A=A / / , E 1969644.315
f
The Raleigh Executive Jetport
@ Sanford -Lee County
Designer:
��111IIIII//,,
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CDH
.``��N CARq
��• • �OFESS /p��`•�i� �,
Technician:
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CDH
= �' S A
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Checked by:
JLE
,-vs•..F �.••o�
. Nci NEB • •
'�,��j�••'"' •••�\ \�.`�
Project Number:
140708
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY
M --2 EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
�- - -- - = ---- - _� __ 0 -16 ' -- — - -- -- _ - - — _ _
C __ _ _ _ _ - _ ° — _ — -- __ — C CONSTRUCTION.
-- -- _ - A - - - __ - CO -19 -
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U 18� -OUTLET PROTECTION
SEE DETAIL r2
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CONTROL POINT
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Fi Fv - ? ?1 Fin
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1
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4"
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WAY
-
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N
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CONTROL POINT
_' -- 25
°r
0
oN:666900.53
E
E: 1969698.20
0
TEMPORARY SILT FENCE
ELEV.- 229.040
EXISTING ELEC. -DUCT
UB -16
1
TO BE EXTENDED SEE
_�
N
LIMITS
ELECTRICAL DRAWINGS.
_
CULVERT INLET PROTECTION
CC-= 52
—90- --
EXISTING
CONTOUR
a
RIP RAP CHECK DAM
130
FINISHED
CONTOUR
SHEET EC -3, DETAIL 1
_ _ _ _ _ _ _ _ _ -
EXISTING
STORM PIPE
PIPE CULVERT OUTLET PROTECTION
P-1
RW 3 -21 STA 46 +83.00 CA —
TW A3 STA 300 +00.00 C/L
N 667327.226
E 1970024.586
1 P- S 4 TEMPORARY PIPE CULVERT
U 18� -OUTLET PROTECTION
SEE DETAIL r2
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t 5 \ SEE DETAIL
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17
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CONTROL POINT
ON: 667584.17
E: 1969963.08
Fi Fv - ? ?1 Fin
GD-1 t 1 t4 1 16
REVISIONS
No. Description
Date By
Project Name:
TAXIWAY A
WIDEN INGIREHABI LITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015
GD-4
Business Unit:
CARY
LEGEND
EXISTING
PAVEMENT
EXISTING TREE LINE
EXISTING DITCH
PROPOSED PAVEMENT
OVERLAY
E
TEMPORARY SILT FENCE
WETLAND
AREA
SHEET EC -2, DETAIL 2
®
PROJECT
LIMITS
CULVERT INLET PROTECTION
SHEET EC -3, DETAILS 4
—90- --
EXISTING
CONTOUR
RIP RAP CHECK DAM
130
FINISHED
CONTOUR
SHEET EC -3, DETAIL 1
_ _ _ _ _ _ _ _ _ -
EXISTING
STORM PIPE
PIPE CULVERT OUTLET PROTECTION
P-1
SHEET EC -3, DETAIL 2
PROPOSED
STORM PIPE
PROPOSED
DRAINAGE
STRUCTURE
DROP INLET PROTECTION
SHEET EC -3, DETAIL 3
a
EXISTING
FLARED END
SECTION
4" 4 -WAY
0D
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c
EXISTING
ELECTRICAL
DUCT
UD 1
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T
EXISTING
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LINE
UD
FLOW DIRECTION
SS SS SS
EXISTING
SANITARY SEWER
C01
UNDERDRAIN CLEANOUT
cP
EXISTING
CONCRETE PAD
+11.47
FINISHED SPOT ELEVATION
EB
EXISTING
ELECTRICAL
BOX
FINISHED SLOPE
EM
EXISTING
ELECTRICAL
METER
UGDM
UNDERGROUND DUCT
MONUMENT
REVISIONS
No. Description
Date By
Project Name:
TAXIWAY A
WIDEN INGIREHABI LITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015
GD-4
Business Unit:
CARY

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TW A4 STA 400+00.00 C/L
N 669006.954
E 1970671.514
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
IDate: Drawing Number:
JANUARY 2015 ®��
Business Unit:
GARY
LEGEND
EXISTING
PAVEMENT
EXISTING TREE LINE
PROPOSED PAVEMENT
OVERLAY
EXISTING DITCH
TEMPORARY SILT FENCE
WETLAND
AREA
SHEET EC-2, DETAIL 2
PROJECT
LIMITS
CULVERT INLET PROTECTION
SHEET EC-3, DETAILS 4
9 0
EXISTING
CONTOUR
RIP RAP CHECK DAM
130
FINISHED
CONTOUR
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- - - - - - - - - -
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SHEET EC-3, DETAIL 2
M
PROPOSED
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<
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STRUCTURE
DROP INLET PROTECTION
SHEET EC-3, DETAIL 3
f Ts
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SECTION
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UD
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DUCT
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EXISTING
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LINE
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FLOW DIRECTION
SS SS SS
EXISTING
SANITARY SEWER
col
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BOX
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EM
EXISTING
ELECTRICAL
METER
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UNDERGROUND DUCT
MONUMENT
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—220—
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Project Name:
TAXIWAY A
01?90
WIDENING /REHABILITATION
0-64
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TW A4 STA 400+00.00 C/L
N 669006.954
E 1970671.514
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
IDate: Drawing Number:
JANUARY 2015 ®��
Business Unit:
GARY

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N: 669823.81
E: 1970825.54
E LE V. = 219.510 TAXIWAY A5
_ DM _ N68° 56' 10.99 "W
G�M
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r
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Technician: ,� ..•Q�pFEss /CY��' %� '
CDH
Checked by:
JLE
"TES • FNGI NE�� •��
Project Number: ......
••.. ''••�\
140708 t
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
CONSTRUCTION.
2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
ARE AT 1' INTERVALS.
.. Ilk I H
4. UNDERDRAIN END TREATMENT SHALL
BE INSTALLED ON ALL UNDERDRAIN
OUTLETS NOT TERMINATING INTO A
STRUCTURE (SEE SHEET DD -1,
DETAIL 3).
5. CONTRACTOR SHALL INSTALL EROSION
CONTROL MATTING ON ALL SIDE
SLOPES 4:1 OR GREATER AND ALL
DITCH /SWELL BOTTOMS.
50 25 0 50 100
GRAPHIC SCALE BAR
REVISIONS
No. Description
Date By
• - Name:
TAXIWAY A
WIDEN ING/REHABILITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015
Business Unit: GD-6
CARY
LEGEND
EXISTING
PAVEMENT
EXISTING TREE LINE
�--
--- �-,_.—
EXISTING DITCH
PROPOSED
PAVEMENT
OVERLAY
%T—
TEMPORARY SILT FENCE
WETLAND
AREA
SHEET EC -2, DETAIL 2
PROJECT
LIMITS
CULVERT INLET PROTECTION
SHEET EC-3, DETAILS 4
—90--
EXISTING
CONTOUR
RIP RAP CHECK DAM
130
FINISHED
CONTOUR
SHEET EC -3, DETAIL 1
EXISTING
STORM PIPE
PIPE CULVERT OUTLET PROTECTION
P -1
SHEET EC -3, DETAIL 2
PROPOSED
STORM PIPE
PROPOSED
DRAINAGE
STRUCTURE
DROP INLET PROTECTION
SHEET EC -3, DETAIL 3
FES
a
EXISTING
FLARED END
SECTION
4" 4 —WAY
UD
EXISTING UNDERDRAIN PIPE
EXISTING
ELECTRICAL
DUCT
UD 11
UNDERDRAIN PIPE WITH
T
EXISTING
TELEPHONE
LINE
UD
FLOW DIRECTION
SS SS SS
EXISTING
SANITARY SEWER
C01
UNDERDRAIN CLEANOUT
cP
EXISTING
CONCRETE PAD
+11.47
FINISHED SPOT ELEVATION
EB
EXISTING
ELECTRICAL
BOX
FINISHED SLOPE
EM
EXISTING
ELECTRICAL
METER
UGDM
UNDERGROUND DUCT
MONUMENT
( l D UD
—125
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ASPHALT
0
0
0
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•
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0
0
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0
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0
I`
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-7)2 IN
°
502 +00
CONTROL POINT / J Ind
N: 669823.81
E: 1970825.54
E LE V. = 219.510 TAXIWAY A5
_ DM _ N68° 56' 10.99 "W
G�M
/ I R ry \ 1
r
or. SWANN,
- rl � � "ll
ISM owmiamoill"
GD-1 1 t D-4 t t•
O o 0
o O o
N M d•
RW 3 -21 STA 74 +75.50 CA
TW A5 STA 500 +00.00 C/L
N 669933.137
E 1971028.223
`103HATITAT1,351 rd
0
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0
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Designer:
CDH N C Rq
Technician: ,� ..•Q�pFEss /CY��' %� '
CDH
Checked by:
JLE
"TES • FNGI NE�� •��
Project Number: ......
••.. ''••�\
140708 t
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
CONSTRUCTION.
2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
ARE AT 1' INTERVALS.
.. Ilk I H
4. UNDERDRAIN END TREATMENT SHALL
BE INSTALLED ON ALL UNDERDRAIN
OUTLETS NOT TERMINATING INTO A
STRUCTURE (SEE SHEET DD -1,
DETAIL 3).
5. CONTRACTOR SHALL INSTALL EROSION
CONTROL MATTING ON ALL SIDE
SLOPES 4:1 OR GREATER AND ALL
DITCH /SWELL BOTTOMS.
50 25 0 50 100
GRAPHIC SCALE BAR
REVISIONS
No. Description
Date By
• - Name:
TAXIWAY A
WIDEN ING/REHABILITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015
Business Unit: GD-6
CARY
GD-1 1 t D-4 t t•
O o 0
o O o
N M d•
RW 3 -21 STA 74 +75.50 CA
TW A5 STA 500 +00.00 C/L
N 669933.137
E 1971028.223
`103HATITAT1,351 rd
0
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ti
0
0
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0
0
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ti
0
0
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0
0
0
Designer:
CDH N C Rq
Technician: ,� ..•Q�pFEss /CY��' %� '
CDH
Checked by:
JLE
"TES • FNGI NE�� •��
Project Number: ......
••.. ''••�\
140708 t
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATION OF ALL EXISTING
UTILITIES WITHIN THE PROJECT LIMITS
PRIOR TO THE START OF
CONSTRUCTION.
2. CONTOURS SHOWN AT .25' INTERVALS
ON PAVEMENT AREAS. ALL OTHERS
ARE AT 1' INTERVALS.
.. Ilk I H
4. UNDERDRAIN END TREATMENT SHALL
BE INSTALLED ON ALL UNDERDRAIN
OUTLETS NOT TERMINATING INTO A
STRUCTURE (SEE SHEET DD -1,
DETAIL 3).
5. CONTRACTOR SHALL INSTALL EROSION
CONTROL MATTING ON ALL SIDE
SLOPES 4:1 OR GREATER AND ALL
DITCH /SWELL BOTTOMS.
50 25 0 50 100
GRAPHIC SCALE BAR
REVISIONS
No. Description
Date By
• - Name:
TAXIWAY A
WIDEN ING/REHABILITATION
AND
APRON EXPANSION
Drawing Name:
GRADING AND
DRAINAGE
PLAN
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015
Business Unit: GD-6
CARY

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COMPACTED FILL MATERIAL
w_
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Q COMPACTED FILTER
MATERIAL
24" SQUARE
SECTION A -A
i- AIM nnAlrini In A TIl1AI rl-r- AI/'lTt-f"
99
C9
X�
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X� 11
END VIEW ENDWALL
I I STEEL FABRIC
SECTION X -X
DIMENSIONS AND CONCRETE QUANTITIES FOR END SECTIONS AND ENDWALLS
PIPE
END SECTIONS
STRAIGHT ENDWALLS (COMMON DIM.)
SKEWED ENDWALLS
I. D.
A
B
C
E
F
T
G
H
K
L
YD'
G
L
YD3
12"
4„
2, -0"
4, -1"
2' -0"
6, -1"
1 7/8„
11 -2"
1' -6"
0, -9"
4' -41f
0.1
1, -0"
6' -437
0.2
1511
6"
2' -3"
3' -10"
2' -6"
6' -1"
1 7/8"
1' -2"
1' -6"
0' -9"
4' -101'
0.1
1' -0"
6' -10"
0.2
18"
9"
2' -3"
3' -10"
3' -0"
6' -1'1
2"
1' -5"
11 -9"
0' -11"
5' -10"
0.2
1' -3"
7' -7"
0.3
24
10"
3' -8"
2' -6"
4' -0"
6' -2"
2 1/2 ti
1' -8"
1' -10"
0' -11"
7' -4"
0.2
1' -5"
8' -9"
0.3
30"
1' -0"
4' -6"
1' -8"
5' -0"
6' -2"
2 3/4"
1' -11"
2' -1"
1' -1"
8' -10"
0.3
1' -8"
10' -0"
0.4
36"
1' -3"
5-3"
2' -11"
6' -0"
8' -2"
3"
2' -3"
2' -5"
1' -3"
10' -6"
0.4
2' -0"
111 -4"
0.6
42f1
1' -10"
5' -3"
2' -11'1
6' -6"
8' -2"
3 1/2 It
2' -9"
2' -11"
1' -6"
12' -0"
0.7
2' -6"
12' -4"
0.9
48"
2' -1"
6' -0"
2' -2"
7' -0"
8' -2"
4"
3' -4"
3' -3"
1' -8"
13' -8"
1.0
3' -0"
13' -4"
1.2
4,000 PSI CONCRETE P -610
12" DEEP
6" PVC RISER SECTION
A
PSI CONCRETE
Z (24"SQ.)
12" SQUARE
FRAME AND
LID
GENERAL NOTES:
Z;
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The Raleigh Executive Jetport
� @Sanford -Lee County
SANFORD, NORTH CAROLINA
1. END SECTIONS TO BE USED AS SHOWN BY
PLANS OR AS DIRECTED BY THE ENGINEER.
2. ENDWALLS TO USED AS SHOWN BY PLANS OR
AS DIRECTED BY THE ENGINEER.
3. CLASS `B' CONCRETE TO BE USED IN
ENDWALLS.
4. CHAMFER ALL EXTERIOR CORNERS 1"
5. FLARED END SECTIONS ARE NORMALLY USED ON
PIPES WITH SKEW ANGLES FROM 75' TO 105 °.
6. FLARED END SECTION - END CONFIGURATION
INLET LOCATION - TONGUE
OUTLET LOCATION - GROOVE
N.T.S.
6" PVC BEND P -610
CONCREI
6" UNDERDRAIN APRON
6 "x 6 "x 6" PVC WYE
CAP
WHERE REQUIRED
1111,1 A
---- --- RAF'
Me
A�
INSTALL ONE 5' FLEXIBLE
TRAFFIC DELINEATOR PER
END WALL
4"
(J
-► 16"
N.T.S.
30" MIN.
18' _ I I _ 18'►
PLACE CRUSHED
STONE OR CRUSHED
GRAVEL TO TOP OF
PIPE, WHERE WATER
IS ENCOUNTERED IN
TRENCH OR AS DIRECTED
BY ENGINEER.
ovc�C '
30% O.D. ) °O (o o<-"C--) °(--� 0o 0 °0
CPra t. �� _ �� c-, c � p C) o COMPACTED NCDOT 57 STONE
1 4 0. D. 0o o0c co 0, 10 CDp 010 00 0,C) C)V #
/ r'
6„ MIN. F 1 c:Dc _�_a c)�� «roc) 0o -o_0_.
NOTE: APPLICABLE TO BOTH EARTH AND ROCK TRENCHES.
CLASS
U :4 FAI I
Designer:
CDH �N CARO
Technician:
�O .•�ESS��'y�
1 /
CDH L
Checked by: 3
JILE
;mss• �••'
GI NEE
Project Number: ''�,� �j� • ""'•� \��,`�
No. Description
Drawing Name:
REVISIONS
A
LEE COUNTY
Autocad Drawing Reference:
TTA_TW A WIDENING_DD1 -5.dwg
Date By
'A •
Date: Drawing Number:
JANUARY 2015
Business Unit: DD=1
CARY
FLARED END SECTIONS - REINFORCEMENT
PIPE DIA.
QTY. & DIM. OF RODS
STEEL #'s
FABRIC
12"
(2)
#3x4' -0"
SIDE
RODS
3.0
18"
2x8 -
w2.1
x
w1.7
15"
(2)
#3x4' -0"
SIDE
RODS
3.0
18"
2x8 -
w2.1
x
w1.7
18"
(2)
#3x4' -0"
SIDE
RODS
3.0
18"
2x8 -
w2.1
x
w1.7
24"
(2)
#3x6' -0"
SIDE
RODS
4.5
24"
2x8 -
w2.9
x
w2.9
30"
(2)
#4x6' -0"
SIDE
RODS
8.0
30"
2x8 -
w4.0
x
w2.9
36"
(2)
#4x8' -0"
SIDE
RODS
10.7
42"
2x8 -
w4.0
x
w2.9
42"
(2)
#4x8' -0"
SIDE
RODS
10.7
48"
2x8 -
w4.5
x
w2.9
48"
(2)
#4x8' -0"
SIDE
RODS
10.7
48"
2x8 -
w4.5
x
w2.9
36" - 48"
(2)
#4x6' -0"
BACK
RODS
8.0
N/A
N.T.S.
6" PVC BEND P -610
CONCREI
6" UNDERDRAIN APRON
6 "x 6 "x 6" PVC WYE
CAP
WHERE REQUIRED
1111,1 A
---- --- RAF'
Me
A�
INSTALL ONE 5' FLEXIBLE
TRAFFIC DELINEATOR PER
END WALL
4"
(J
-► 16"
N.T.S.
30" MIN.
18' _ I I _ 18'►
PLACE CRUSHED
STONE OR CRUSHED
GRAVEL TO TOP OF
PIPE, WHERE WATER
IS ENCOUNTERED IN
TRENCH OR AS DIRECTED
BY ENGINEER.
ovc�C '
30% O.D. ) °O (o o<-"C--) °(--� 0o 0 °0
CPra t. �� _ �� c-, c � p C) o COMPACTED NCDOT 57 STONE
1 4 0. D. 0o o0c co 0, 10 CDp 010 00 0,C) C)V #
/ r'
6„ MIN. F 1 c:Dc _�_a c)�� «roc) 0o -o_0_.
NOTE: APPLICABLE TO BOTH EARTH AND ROCK TRENCHES.
CLASS
U :4 FAI I
Designer:
CDH �N CARO
Technician:
�O .•�ESS��'y�
1 /
CDH L
Checked by: 3
JILE
;mss• �••'
GI NEE
Project Number: ''�,� �j� • ""'•� \��,`�
No. Description
Drawing Name:
REVISIONS
A
LEE COUNTY
Autocad Drawing Reference:
TTA_TW A WIDENING_DD1 -5.dwg
Date By
'A •
Date: Drawing Number:
JANUARY 2015
Business Unit: DD=1
CARY

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10" B 10"
° D
° #5 @ 8" VERT. E.F.
2" CLR. D o -p; ° #5 @ 8" HORIZ. E.F.
(TYP.)
° MANHOLE STEPS @ 1' -2" CTS.
TOP OF �p
BENCH ROUNDED ENTRANCE
iI I I I�
j i I CONCRETE i i FLOW ,.._
I I FILL l i
� II II il�
12" ° _ ...............
D
D D .
6"
5
4 @ 8" E. W.
6" TOP & BOTTOM
NCDOT # 57 STONE BEDDING B
SECTION X -X
PROVIDE CORNER
BARS OF SAME
SIZE AND SPACING HORIZ.
AS HORIZONTAL 10 REINF. Q
REINFORCING.
I
0
CORNER BARS
0
12
�L MANHOLE
LIN
r l
3 "--�
V II=A N
E
5F'AULIU b..
C. TO C.
2" CLR.
(TYP. )
2"
3"
10" q 10"
- PROVIDE 1" WEEP HOLES AT
THE BOTTOM OF BASE COURSE
EACH WALL OR AS DIRECTED BY
THE ENGINEER.
MANHOLE STEPS @ 1' -2" CTS.
#5 @ 8 ", HORIZ. E.F.
5 @ 8" VE R T. E.F.
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO BE CHAMFERED 1".
2. P -610 CONCRETE TO BE USED THROUGHOUT.
3. OPTIONAL CONSTRUCTION — MONOLITHIC POUR, 2" - KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
6. ALL JUNCTION BOXES OVER 3' =6" IN DEPTH SHALL BE PROVIDED
WITH STEPS 1' -2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE
WITH STD. NO. 840.66.
7. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
1
AIRFIELD DR
N.T.S.
a Ull
STANDARDS FOR INLET
DIM
SIZE 2
SIZE 3
SIZE 4
A
3' -11 7/8"
5' -11 7/8"
8' -0"
B
22_811
2,_8„
2' -8"
NEENAH
GRATE
R- 3475 —F
R- 3475 —G
R- 3475 —H
DROP INLET NOTES:
1. P -610 4000 PSI, CONCRETE TO BE USED THROUGHOUT.
2. ALL REINFORCING STEEL WHERE JOINED SHALL HAVE 18 "' MIN. OVERLAP
UNLESS NOTED OTHERWISE.
3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
4. ALL DROP INLETS AND NEW JUNCTION BOXES OVER 3' -6" IN DEPTH
BE PROVIDED WITH STEPS ON 1' -2" CTRS. IN ACCORDANCE WITH
NCDOT RDWY STD. 840.66.
2,11-11 g
The Raleigh
Sanford - Lee County
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
OPTIONAL
BRICK MAY BE USED _ _____
TO ADJUST FRAME & X 6"
COVER TO SURFACE
ELEVATION MAX. 1 6" 'o o D EXP. JOINT
D
6" o 9„ REVISIONS
O - D o
No. Description Date By
9„ 4 BAR
° OUTLET PIPE °
0
D
D 1> 6„ � N
6,
D D G
0
INLET PIPE p E 4R F 1"
D. ° G
6 ►, � ° SEE NOTE 3" DOWEL 6"
SECTION
SECTION X -X SECTION Y -Y C -C OR D -D DOWEL
DIMENSIONS A ND QUANTITIES FOR CONCRETE JUNCTION BOXES
REINFORCEMENT
BARS ))A
COVER
DIMENSIONS
CUBIC YARDS
IN BOX
QUANTITIES
BOX & COVER
FOR ONE
PIPE CU.YDS.
.�
OF HT.
REINF
MIN. PtHtt
WA
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Project N
TAXIWAY A
WIDEN ING/REHABI LITATION,
AND
APRON EXPANSION
Drawing Name:
I ilk
LEE COUNTY
Autocad Drawing Reference:
TTA_TW A WIDENING_DD1 -5.dwg
Date: Drawing Number:
JANUARY 2015
Business Unit: DD-2
CARY

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UNDERDRAIN PIPE TABLE
PIPE NAME
SIZE
UNDERDRAIN PIPE TABLE
LENGTH
INVERTS
SLOPE
PIPE NAME
SIZE
PVC Perforated Pipe
TYPE
INV IN=242.62
0.5%
LENGTH
Project Number:
INVERTS
SLOPE
UD-1
6
PVC
Perforated
Pipe
137'
61'
INV
IN=244.49
0.5%
INV OUT=240.00
UD-1 23
6
PVC Non-Perforated Pipe
INV
OUT=244.19
14.5%
UD-2
6
PVC
Perforated
Pipe
23'
INV
IN=244.19
0.5%
INV IN=216.66
0.5%
INV OUT=215.86
INV
OUT=244.07
6
UD-3
6
PVC
Perforated
Pipe
240'
INV
IN=244.07
0.5%
UID-1 26
6
PVC Non-Perforated Pipe
144'
INV IN=219.27
0.5%
INV
OUT=242.87
UD-4
6
PVC
Perforated
Pipe
85
240'
INV
IN=242.87
0.5%
INV OUT=238.00
UD-1 28
6
PVC Non-Perforated Pipe
INV
OUT=241.67
4.4%
UD-5
6
PVC
Perforated
Pipe
60'
240'
INV
IN=241.67
0.5%
INV IN=218.83
1.5%
INV
INV
OUT=240.47
UD-86
UD-6
6
PVC
Perforated
Pipe
81'
240'
INV
IN=240.47
0.5%
INV
INV
OUT=239.27
UD-87
UD-7
6
PVC
Perforated
Pipe
58'
80'
INV
IN=241
1.0%
INV
INV
OUT=2.84 41.04
UD-48
UD-8
6
PVC
Perforated
Pipe
81
175'
INV
IN=241.04
1.0%
INV
INV
OUT=239.27
UD-49
UD-9
6
PVC
Non-Perforated
Pipe
67'
INV
IN=239.27
4.7%
INV
OUT=236.13
UD-10
6
PVC
Perforated
Pipe
81'
INV
IN=241.57
0.9%
INV
OUT=240.82
UD-1 1
6
PVC
Perforated
Pipe
175'
INV
IN=240.82
0.5%
INV
OUT=239.95
UD-12
6"
PVC
Perforated
Pipe
86'
INV
IN=239.95
0.5%
INV
OUT=239.52
UD-13
6
PVC
Perforated
Pipe
175'
INV
IN=239.44
0.5%
INV
OUT=238.57
UD-1 4
6
PVC
Perforated
Pipe
65'
79'
INV
IN=238.98
0.5%
INV
INV
OUT=238.57
UD-95
UD-15
6"
PVC
Non-Perforated
Pipe
24'
INV
IN=239.84
15.3%
1.0%
INV
OUT=236.16
OUT=236.01
UD-16
6
PVC
Perforated
Pipe
Pipe
81'
INV
IN=239.11
0.5%
INV
OUT=238.70
UD-17
6
PVC
Perforated
Pipe
191'
INV
IN=238.70
0.5%
INV
OUT=237.83
UD-18
6
PVC
Perforated
Pipe
300'
INV
IN=237.83
0.5%
INV
OUT=236.19
UD-19
6
PVC
Perforated
Pipe
300'
INV
IN=236.19
0.9%
INV
OUT=233.62
UD-20
6
PVC
Perforated
Pipe
300'
INV
IN=233.62
1.2%
INV
OUT=230.14
UD-21
6
PVC
Non-Perforated
Pipe
35'
INV
IN=230.14
3.0%
0.4%
INV
OUT=229.09
OUT=237.44
UD-22
6
PVC
Perforated
Pipe
Pipe
296
INV
IN=230
_z /' W
1.3
0.7%
INV
OUT=2.14 26.20
OUT=235.48
UD-23
6
PVC
Perforated
Pipe
Pipe
300'
INV
IN=226.20
1.1%
1.0%
INV
OUT=223.04
OUT=232.71
UD-24
6
PVC
Perforated
Pipe
Pipe
300'
INV
IN=223.04
0.7%
1.4%
INV
OUT=220.80
OUT =228.76
UD-25
6
PVC
Perforated
Pipe
Pipe
300'
INV
IN=220.80
0.5%
2.5%
INV
OUT=219.30
OUT=224.38
UD-26
6
PVC
Perforated
Pipe
Pipe
300'
INV
IN=219.30
0.5%
2.5%
INV
OUT=217.80
OUT=222.35
UD-27
6
PVC
Non-Perforated
Pipe
92'
INV
IN=217.80
15.0%
2.8%
4.0%
INV
OUT=204.00
OUT=221.00
UD-28
6
PVC
Perforated
Pipe
Pipe
300
INV
IN=218.70
0.3%
0.4%
2.5%
INV
OUT=217.80
OUT=222.35
UD-29
6
PVC
Perforated
Pipe
Pipe
300'
INV
IN=219.64
0.3%
0.4%
2.5%
INV
OUT=218.70
OUT=222.68
UD-30
6"
PVC
Perforated
Pipe
Pipe
296'
INV
IN=219.64
0.5%
0.4%
INV
OUT=218.16
OUT=222.96
UD-31
6"
PVC
Perforated
Pipe
Pipe
300'
INV
IN=218.16
0.5%
-0.3%
INV
OUT=216.66
OUT=223.24
UD-32
6"
PVC
Perforated
Pipe
Pipe
300'
INV
IN=218.16
0.5%
0.4%
INV
OUT=216.66
OUT=223.20
UD-33
6
PVC
Perforated
Pipe
Pipe
223'
INV
IN=219.27
0.5%
0.4%
INV
OUT=218.16
OUT=222.92
UD-34
6
PVC
Perforated
Pipe
Pipe
80'
INV
IN=218.95
0.5%
1.0%
INV
OUT=218.55
OUT=222.22
UD-35
6
PVC
Perforated
Pipe
Pipe
140'
INV
IN=220.35
1.0%
1.5%
INV
OUT=218.95
OUT=221.01
UD-36
6
PVC
Perforated
Pipe
Pipe
79'
INV
IN=242.73
0.4%
INV
INV
OUT=242.41
UD-117
UD-37
6"
PVC
Perforated
Pipe
195'
70'
INV
IN=242.41
0.4%
INV
INV
OUT=242.13
UD-118
UD-38
6
PVC
Perforated
Pipe
92'
70'
INV
IN=242.13
0.4%
INV
INV
OUT=241.85
UID-1 19
UD-39
6
PVC
Perforated
Pipe
94'
81'
INV
IN=241.85
0.4%
INV
INV
OUT=241.52
UD-120
UD-40
6
PVC
Perforated
Pipe
200'
81,
INV
IN=241.52
0.4%
INV
INV
OUT=241.19
UNDERDRAIN PIPE TABLE
PIPE NAME
SIZE
UNDERDRAIN PIPE TABLE
LENGTH
INVERTS
SLOPE
PIPE NAME
SIZE
PVC Perforated Pipe
TYPE
INV IN=242.62
0.5%
LENGTH
Project Number:
INVERTS
SLOPE
UD-41
6
PVC
Perforated
Pipe
137'
175'
INV
IN=241.19
0.4%
INV OUT=240.00
UD-1 23
6
PVC Non-Perforated Pipe
INV
OUT=240.49
14.5%
UD-42
6
PVC
Perforated
Pipe
235'
INV
IN=240.49
0.4%
INV IN=216.66
0.5%
INV OUT=215.86
INV
OUT=239.55
6
UD-43
6
PVC
Perforated
Pipe
235'
INV
IN=239.55
0.4%
UID-1 26
6
PVC Non-Perforated Pipe
144'
INV IN=219.27
0.5%
INV
OUT=238.61
UD-44
6
PVC
Perforated
Pipe
85
236'
INV
IN=238.61
0.4%
INV OUT=238.00
UD-1 28
6
PVC Non-Perforated Pipe
INV
OUT=237.67
4.4%
UD-45
6
PVC
Perforated
Pipe
60'
176'
INV
IN=237.67
0.4%
INV IN=218.83
1.5%
INV
INV
OUT=236.97
UD-86
UD-46
6
PVC
Perforated
Pipe
81'
81'
INV
IN=236.97
0.8%
INV
INV
OUT=236.35
UD-87
UD-47
6
PVC
Non-Perforated
Pipe
58'
INV
IN=236.35
5.8%
INV
OUT=233.00
UD-48
6
PVC
Perforated
Pipe
81
INV
IN=237.16
1.0%
INV
OUT=236.35
UD-49
6
PVC
Perforated
Pipe
70'
INV
IN=237.86
1.0%
INV
OUT=237.16
UD-50
6
PVC
Perforated
Pipe
70'
INV
IN=238.20
0.5%
INV
OUT=237.86
UD-51
6
PVC
Perforated
Pipe
35
INV
IN=238.38
0.5%
INV
OUT=238.20
UD-52
6
PVC
Perforated
Pipe
31'
INV
IN=238.02
0.5%
INV
OUT= 237.86
UD-53
6
PVC
Perforated
Pipe
70'
INV
IN=237.86
0.5%
INV
OUT=237.52
UD-54
6
PVC
Perforated
Pipe
65'
70
INV
IN=237.52
1.0%
INV
INV
OUT=236.82
UD-95
UD-55
6
PVC
Perforated
Pipe
81'
81'
INV
IN=236.82
1.0%
INV
INV
OUT=236.01
UD-96
UD-56
6
PVC
Non-Perforated
Pipe
68'
INV
IN=236.01
6.3%
INV
OUT=231.76
UD-57
6
PVC
Perforated
Pipe
81'
INV
IN=237.55
1.9%
INV
OUT=236.01
UD-58
6
PVC
Perforated
Pipe
177'
INV
IN=240.21
1.5%
INV
OUT=237.55
UD-59
6
PVC
Perforated
Pipe
281
INV
IN=240.21
0.3%
INV
OUT=239.35
UD-60
6
PVC
Perforated
Pipe
285'
INV
IN=239.35
0.3%
INV
OUT=238.50
UD-61
6
PVC
Perforated
Pipe
285'
INV
IN=238.50
0.4%
INV
OUT=237.44
UD-62
6
PVC
Perforated
Pipe
285'
INV
IN=237.44
0.7%
INV
OUT=235.48
UD-63
6"
PVC
Perforated
Pipe
285'
INV
IN=235.48
1.0%
INV
OUT=232.71
UD-64
6
PVC
Perforated
Pipe
287
INV
IN= 232.71
1.4%
INV
OUT =228.76
UD-65
6
PVC
Perforated
Pipe
175'
INV
IN=228.76
2.5%
INV
OUT=224.38
UD-66
6
PVC
Perforated
Pipe
81'
INV
IN=224.38
2.5%
INV
OUT=222.35
UD-67
6
PVC
Non-Perforated
Pipe
48
INV
IN=222.35
2.8%
4.0%
INV
OUT=221.00
OUT=237.50
UD-68
6
PVC
Perforated
Pipe
Pipe
81'
INV
IN=222.68
0.4%
2.5%
INV
OUT=222.35
OUT=240.64
UD-69
6
PVC
Perforated
Pipe
Pipe
70'
INV
IN=222.96
0.4%
2.5%
INV
OUT=222.68
OUT=237.50
UD-70
6
PVC
Perforated
Pipe
Pipe
70
INV
IN=223.24
0.4%
INV
OUT=222.96
UD-71
6
PVC
Perforated
Pipe
34'
INV
IN=223.35
-0.3%
INV
OUT=223.24
UD-72
6
PVC
Perforated
Pipe
35
INV
IN=223.34
0.4%
INV
OUT=223.20
UD-73
6
PVC
Perforated
Pipe
42'
70'
INV
IN=223.20
0.4%
INV
INV
OUT=222.92
UD-1 14
UD-74
6
PVC
Perforated
Pipe
124'
70'
INV
IN=222.92
1.0%
INV
INV
OUT=222.22
UD-1 15
UD-75
6
PVC
Perforated
Pipe
94'
81
INV
IN=222.22
1.5%
INV
INV
OUT=221.01
UD-116
UD-76
6
PVC
Non-Perforated
Pipe
50'
INV
IN=221.01
4.0%
INV
INV
OUT=219.00
UD-117
UD-77
6
PVC
Perforated
Pipe
195'
81'
INV
IN=221.42
0.5%
INV
INV
OUT=221.01
UD-118
UD-78
6
PVC
Perforated
Pipe
92'
175
INV
IN=222.29
0.5%
INV
INV
OUT=221.42
UID-1 19
UD-79
6
PVC
Perforated
Pipe
94'
291
INV
IN=222.29
0.6%
INV
INV
OUT=220.45
UD-120
UD-80
6
PVC
Perforated
Pipe
200'
295'
INV
IN=220.45
0.5%
INV
INV
OUT=218.97
UNDERDRAIN PIPE TABLE
PIPE NAME
SIZE
UNDERDRAIN PIPE TABLE
LENGTH
INVERTS
SLOPE
PIPE NAME
SIZE
PVC Perforated Pipe
TYPE
INV IN=242.62
0.5%
LENGTH
Project Number:
INVERTS
SLOPE
UD-81
6
PVC
Perforated
Pipe
137'
295'
INV
IN=218.97
0.5%
INV OUT=240.00
UD-1 23
6
PVC Non-Perforated Pipe
INV
OUT=217.50
14.5%
UD-82
6
PVC
Perforated
Pipe
297'
INV
IN=217.50
0.5%
INV IN=216.66
0.5%
INV OUT=215.86
INV
OUT=216.01
6
UD-83
6
PVC
Perforated
Pipe
175'
INV
IN=216.01
0.5%
UID-1 26
6
PVC Non-Perforated Pipe
144'
INV IN=219.27
0.5%
INV
OUT=215.14
UD-84
6
PVC
Perforated
Pipe
85
81'
INV
IN=215.14
0.5%
INV OUT=238.00
UD-1 28
6
PVC Non-Perforated Pipe
INV
OUT=214.73
4.4%
UD-85
6
PVC
Non-Perforated
Pipe
60'
INV
IN=214.73
6.0%
40'
INV IN=218.83
1.5%
INV
OUT=211.10
UD-1 30
UD-86
6
PVC
Perforated
Pipe
81'
INV
IN=216.61
2.3%
INV
OUT=214.73
UD-87
6
PVC
Perforated
Pipe
70
INV
IN=218.00
2.0%
INV
OUT=216.61
UD-88
6
PVC
Perforated
Pipe
70'
INV
IN=218.23
0.3%
INV
OUT=218.00
UD-89
6
PVC
Perforated
Pipe
76'
INV
IN=219.52
0.9%
INV
OUT=218.83
UD-90
6
PVC
Perforated
Pipe
90'
INV
IN=219.61
0.8%
INV
OU T= 218.91
UD-91
6
PVC
Perforated
Pipe
70'
INV
IN=218.21
1.6%
INV
OUT=217.09
UD-92
6
PVC
Perforated
Pipe
70'
INV
IN=217.09
1.0%
INV
OUT=216.39
UD-93
6
PVC
Perforated
Pipe
81'
INV
IN=216.39
1.0%
INV
OUT=215.58
UD-94
6
PVC
Non-Perforated
Pipe
65'
INV
IN=215.58
9.3%
INV
OUT=209.55
UD-95
6
PVC
Perforated
Pipe
81'
INV
IN=215.99
0.5%
INV
OUT=215.58
UD-96
6
PVC
Perforated
Pipe
175'
INV
IN=216.87
0.5%
INV
OUT=215.99
UD-97
6
PVC
Perforated
Pipe
187'
INV
IN=218.76
1.0%
INV
OUT=216.87
UD-98
6
PVC
Perforated
Pipe
187'
INV
IN=220.64
1.0%
INV
OUT=218.76
UD-99
6
PVC
Perforated
Pipe
171'
INV
IN=220.64
1.0%
INV
OUT=218.99
UD-100
6
PVC
Perforated
Pipe
81'
INV
IN=218.99
1.0%
INV
OUT=218.18
UD-101
6
PVC
Perforated
Pipe
81'
INV
IN=218.59
0.5%
INV
OUT=218.18
UD-1 02
6"
PVC
Perforated
Pipe
70'
INV
IN=218.94
0.5%
INV
OUT=218.59
UD-103
6
PVC
Perforated
Pipe
70'
INV
IN=219
0.5%
INV
OUT=2.28 18.94
UD-104
6
PVC
Perforated
Pipe
78'
INV
IN=220.49
1.6%
INV
OUT=219.28
UD-105
6
PVC
Perforated
Pipe
165'
INV
IN=245.16
0.8%
INV
OUT=243.84
UD-106
6
PVC
Perforated
Pipe
195'
INV
IN=245.52
2.5%
INV
OUT=240.64
UID-1 07
6
PVC
Perforated
Pipe
195'
INV
IN=245.30
4.0%
INV
OUT=237.50
UD-1 08
6
PVC
Perforated
Pipe
128'
INV
IN=243.84
2.5%
INV
OUT=240.64
UD-109
6"
PVC
Perforated
Pipe
125'
INV
IN=240.64
2.5%
INV
OUT=237.50
UD-110
6"
PVC
Non-Perforated
Pipe
62'
INV
IN=237-50
-11.2%
INV
OUT=244-38
UD-111
6
PVC
Perforated
Pipe
106'
INV
IN=242.63
-0.0%
INV
OUT=242.65
UID-1 12
6
PVC
Perforated
Pipe
58'
INV
IN=242.65
-0.2%
INV
OUT=242.75
UD-113
6
PVC
Non-Perforated
Pipe
42'
INV
IN=242.75
15.9%
INV
OUT=236.13
UD-1 14
6
PVC
Perforated
Pipe
124'
INV
IN=243-33
2.8%
INV
OUT=239.86
UD-1 15
6
PVC
Perforated
Pipe
94'
INV
IN=239-86
0.2%
INV
OUT=239.65
UD-116
6
PVC
Non-Perforated
Pipe
39'
INV
IN=239.65
8.9%
INV
OUT=236.16
UD-117
6"
PVC
Perforated
Pipe
195'
INV
IN=245.53
2.7%
INV
OUT=240.32
UD-118
6"
PVC
Perforated
Pipe
92'
INV
IN=243.08
3.0%
INV
OUT=240.32
UID-1 19
6
PVC
Perforated
Pipe
94'
INV
IN=240.32
3.0%
INV
OUT=237.50
UD-120
6
PVC
Perforated
Pipe
200'
INV
IN=244.67
1.6%
INV
OUT=241.47
UNDERDRAIN PIPE TABLE
PIPE NAME
SIZE
TYPE
LENGTH
INVERTS
SLOPE
UD-1 21
6
PVC Perforated Pipe
230
INV IN=242.62
0.5%
7s. 411 •
0
Project Number:
140708
INV OUT=241.47
UD-1 22
6
PVC Perforated Pipe
137'
INV IN=240.24
0.2%
INV OUT=240.00
UD-1 23
6
PVC Non-Perforated Pipe
22'
INV IN=242.75
14.5%
INV OUT=239.53
UD-1 24
6"
PVC Non-Perforated Pipe
160
INV IN=216.66
0.5%
INV OUT=215.86
UD-1 25
6
PVC Non-Perforated Pipe
110,
INV IN=217.58
1.1 %
INV OUT=216.40
UID-1 26
6
PVC Non-Perforated Pipe
144'
INV IN=219.27
0.5%
INV OUT=218.55
UD-1 27
6
PVC Non-Perforated Pipe
85
INV IN=241.47
4.1%
INV OUT=238.00
UD-1 28
6
PVC Non-Perforated Pipe
50'
INV IN=218.18
4.4%
INV OUT=216.00
UD-129
6
PVC Perforated Pipe
40'
INV IN=218.83
1.5%
INV OUT=218.23
UD-1 30
6
PVC Perforated Pipe
40'
INV IN=218.91
1.8%
INV 0 U T= 218.21
The Raleigh Executive Jetport
@ Sanford -Lee County
MICHAEL BAKER ENGINEERING, INC.
8000 Regency Parkway, Suite 600
Cary, North Carolina 27518
Main: 919-463-5488 / Fax: [phone]
North Carolina License No. F-1084
Designer:
111111 I
CDH
y\ CARO
6essl
Technician:
all
CDH
Checked by:
JLE
7s. 411 •
0
Project Number:
140708
No. Description
Project Name:
REVISIONS
•
B
Date By
Drawing Name:
Fj-
DETAILS
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg I
Dote: Drawing Number:
JANUARY 2015 DD-3
Business Unit:
CARY

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UNDERDRAIN STRUCTURE TABLE
TABLE
STRUCTURE NAME
TYPE
LENGTH
LOCATION
99 I
CO -64
CO -1
TW
A
STA. =10 +43
93'
LT
CO- 2
TW
A
STA. =10+ 81
27'
LT
CO -3
TW
A
STA. =13 +21
27'
LT
CO -4
TW
A
STA. =15 +61
27'
LT
CO -5
TW
A
STA. =18 +01
27'
LT
CO-6
TW
A
STA. = 20+ 41
27'
LT
CO -7
TW
A
STA. =22 +93
55'
LT
CO-8
TW
A
STA. = 24+ 06
56'
LT
CO -9
TW
A
STA. =26 +59
27'
LT
CO -10
TW
A
STA. =27 +45
27'
LT
CO -11
TW
A
STA. =29 +20
35'
LT
CO -12
TW
A
STA. =31 +10
56'
LT
CO -13
TW
A
STA. = 33+ 79
27'
LT
CO -14
TW
A
STA. =36 +79
27'
LT
CO -15
TW
A
STA. =39 +79
27'
LT
CO -16
TW
A
STA. =42 +79
27'
LT
CO -17
TW
A
STA. =45 +79
27'
LT
CO -18
TW
A
STA. =48 +79
27'
LT
CO -19
TW
A
STA. =51 +79
27'
LT
CO-20
TW
A
STA. = 54+ 79
27'
LT
CO- 21
TW
A
STA. = 57+ 79
27'
LT
CO -22
TW
A
STA. =60 +79
27'
LT
CO- 23
TW
A
STA. = 63+ 79
27'
LT
CO -24
TW
A
STA. =66 +79
27'
LT
CO -25
TW
A
STA. =69 +79
27'
LT
CO -26
TW
A
STA. =72 +79
27'
LT
CO- 27
TW
A
STA. = 75+ 02
27'
LT
CO -28
TW
A5 STA.= 502 +07 27' RT
CO -29
TW
A5 STA.= 500 +67 27' RT
CO -30
TW
Al
STA.= 100 +58 55' RT
CO -31
TW
Al
STA. = 102 +04 32' RT
CO -32
TW
A
STA. =10 +81
56'
RT
CO -33
TW
A
STA. =13 +34
27'
RT
CO -34
TW
A
STA. =15 +69
27'
RT
CO -35
TW
A
STA. =18 +04
27'
RT
CO -36
TW
A
STA. =20 +40
27'
RT
CO -37
TW
A
STA. =22 +94
56'
RT
CO -38
TW
A2 STA.= 202 +04 32' LT
CO -39
TW
A2 STA.= 201 +01 44' LT
CO -40
TW
A2 STA.= 201 +04 43' RT
CO -41
TW
A2 STA.= 202 +04 32' RT
CO -42
TW
A
STA. =24 +06
56'
RT
CO -43
TW
A
STA. =26 +62
27'
RT
CO -44
TW
A
STA. =29 +47
27'
RT
CO -45
TW
A
STA. =32 +32
27'
RT
CO -46
TW
A
STA. =35 +17
27'
RT
CO -47
TW
A
STA. =38 +02
27'
RT
CO -48
TW
A
STA. =40 +87
27'
RT
CO -49
TW
A
STA. =43 +74
27'
RT
CO -50
TW
A
STA. =46 +27
56'
RT
CO -51
TW
A3 STA.= 302 +04 32' LT
CO -52
TW
A3 STA.= 301 +01 44' LT
CO -54
TW
A3 STA. = 301 +00 44' RT
CO -55
TW
A3 STA.= 302 +04 32' RT
CO -56
TW
A
STA. =47 +39
56'
RT
CO -57
TW
A
STA. =49 +92
27'
RT
CO -58
TW
A
STA. =52 +87
27'
RT
CO -59
TW
A
STA. =55 +82
27'
RT
CO -60
TW
A
STA. =58 +77
27'
RT
CO -61
TW
A
STA. =61 +74
27'
RT
CO -62
TW
A
STA. =64 +27
56'
RT
CO -63
TW
A4 STA. = 402 +04 32' LT
UNDERDRAIN STRUCTURE TABLE
TABLE
STRUCTURE NAME
TYPE
LENGTH
LOCATION
99 I
CO -64
TW
A4 STA. = 400 +54 111' LT
CO -65
TW
A4 STA. = 400 +53 125' RT
CO -66
TW
A4 STA.= 402 +04 32' RT
CO -67
TW
A
STA. =65 +39
56'
RT
CO -68
TW
A
STA.= 67 +92
27'
RT
CO -69
TW
A
STA. =69 +79
27'
RT
CO -70
TW
A
STA. =71 +66
27'
RT
CO -71
TW
A
STA. =74 +20
56'
RT
CO -72
TW
A5 STA.= 502 +04 32' LT
CO -73
TW
A5 STA.= 500 +59 55' LT
CO -74
TW
A
STA. =13 +20
110'
LT
CO -75
TW
A
STA. =14 +48
110'
LT
CO -76
TW
A
STA. =15 +74
110'
LT
CO -77
TW
A
STA. =16 +68
110'
LT
CO -78
TW
Al
STA.= 105 +02 27' LT
CO -79
TW
Al
STA.= 103 +02 26' LT
CO -80
TW
Al
STA.= 100 +72 28' LT
CO -81
TW
A
STA. =63 +83
27'
LT
CO -82
TW
A
STA. =75 +02
120'
RT
CO -83
TW
A
STA. =75 +02
24'
LT
CO -84
TW
A
STA. =26 +66
27'
RT
CO -85
TW
A
STA. =49 +96
27'
RT
CO -86
TW
A
STA. =71 +70
27'
RT
CO -87
TW
A
STA. =17 +79
77'
LT
CO -88
TW
A
STA. =18 +85
86'
LT
CO -89
TW
A
STA. =19 +43
86'
LT
CO -90
TW
A
STA. =22 +32
86'
LT
CO -91
TW
A
STA. =25 +30
89'
LT
CO -92
TW
A
STA. =26 +67
89'
LT
CO -93
TW
A
STA. =27 +91
89'
LT
CO -94
TW
A
STA. =28 +85
89'
LT
CO -95
TW
A
STA. =42 +83
27'
LT
CO -96
TW
A
STA. =29 +96
57'
LT
UB -1
TW
A
STA. =10 +59
34'
LT
UB -2
TW
A
STA. =22 +16
35'
LT
UB -3
TW
A
STA. =24 +84
35'
LT
UB -4
TW
A
STA. =31 +88
35'
LT
UB -5
TW
A
STA. =10 +60
273'
RT
UB -6
TW
A
STA. =10 +60
134'
RT
UB -7
TW
A
STA. =11 +59
35' RT
UB -8
TW
A
STA. =22 +16
35'
RT
UB -9
TW
A
STA. =23 +15
134'
RT
UB -10
TW
A
STA. =23 +15
273'
RT
UB -11
TW
A
STA. =23 +85
273'
RT
UB -12
TW
A
STA. =23 +85
134'
RT
UB -13
TW
A
STA. =24 +84
35'
RT
UB -14
TW
A
STA. =45 +49
35'
RT
UB -15
TW
A
STA. =46 +48
134'
RT
UB -16
TW
A
STA. =46 +48
273'
RT
UB -17
TW
A
STA. =47 +18
273'
RT
UB -18
TW
A
STA. =47 +18
134'
RT
UB -19
TW
A
STA. =48 +17
35'
RT
UB -20
TW
A
STA. =63 +49
35'
RT
UB -21
TW
A
STA. =64 +48
134'
RT
UB -22
TW
A
STA. =64 +48
273'
RT
UB -23
TW
A
STA. =65 +18
273'
RT
UB -24
TW
A
STA. =65 +18
134'
RT
UB -25
TW
A
STA. =66 +17
35'
RT
UB -26
TW
A
STA. =73 +41
35'
RT
UB -27
TW
A
STA. =74 +41
134'
RT
UB -28
TW
A
STA. =74 +41
273'
RT
UB -29
TW
A
STA. =64 +36
311'
RT
UNDERDRAIN STRUCTURE TA13RRINAGE STRUCTURE
TABLE
SIZE
TYPE
LENGTH
INVERTS
99 I
ZtMTION
18"
STATION
16'
INV IN= 232.87
RIM ELEV.
INVERT ELEV.
UEH --31J
Q!' !31$AE=T65 +28 31
'TINT
STA. =12 +66
63'
LT
236.20'
232.87
DI -2
DROP INLET
TW A
STA. =16 +13
58' LT
244.63'
234.36
DI -3
DROP INLET
TW A
STA. =19 +78
59'
LT
243.53'
236.13
DI -4
DROP INLET
TW A
STA. =22 +43
63'
LT
243.78'
239.53
DI -5
DROP INLET
TW A
STA. =24 +89
63'
LT
242.22'
238.30
DI -6
DROP INLET
TW A
STA. =27 +35
63'
LT
241.39'
237.08
DI -7
DROP INLET
TW A
STA. =29 +17
63'
LT
240.96'
236.16
JB -1
JUNCTION BOX
TW A
STA. =12 +57
49'
LT
245.94'
232.43
JB -2
JUNCTION BOX
TW A
STA. =16 +13
46' LT
244.99'
234.24
JB -3
JUNCTION BOX
TW A
STA. =19 +56
49'
LT
243.91'
235.89
JB -4
JUNCTION BOX
TW A
STA. =31 +45
68'
LT
240.44'
235.02
S -1
FLARED END SECTION
TW A
STA. =22 +61
103'
RT
18'
INV IN= 218.24
S -2
FLARED END SECTION
TW A
STA. =24 +36
103'
RT
P -913
S -3
FLARED END SECTION
TW A
STA. =46 +05
102'
RT
S -4
FLARED END SECTION
TW A
STA. =47 +70
102'
RT
18'
INV IN= 208.38
S -5
FLARED END SECTION
TW A
STA. =63 +83
103'
RT
P -10B
S -6
FLARED END SECTION
TW A
STA. =65 +75
104'
RT
DRAINAGE PIPE TABLE
PIPE NAME
SIZE
TYPE
LENGTH
INVERTS
SLOPE
P -1
18"
RCP CL. III
16'
INV IN= 232.87
2.7%
� '•
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Oj� •�' "' '••�\ ��`
Project Number:
140708
INV OUT= 232.43
P -2
30"
RCP CL. III
12V
INV IN= 234.36
1.0%
INV OUT =234.24
P -3
18
RCP CL. III
24'
INV IN= 236.13
1.0%
INV OUT= 235.89
P -4
24
RCP CL. IV
246'
INV IN= 239.53
0.5%
INV OUT= 238.30
P -5
24
RCP CL. III
24.6'
INV IN= 238.30
0.5%
INV OUT= 237.08
P -6
24
RCP CL. III
182'
INV IN= 237.08
0.5%
INV OUT = 236.16
P -7
24"
RCP CL. IV
228'
INV IN= 236.16
0.5%
INV OUT - 235.02
P -8
30
RCP CL. IV
175'
INV IN= 230.48
0.3%
INV OUT= 229.95
P -9A
30
RCP CL. IV
18'
INV IN= 218.24
0.1%
INV OUT = 218.25
P -913
30
RCP CL. IV
18'
INV IN= 216.25
1.5%
INV OUT = 215.97
P -10A
36
RCP CL. IV
18'
INV IN= 208.38
0.7%
INV OUT = 208.26
P -10B
36
RCP CL. IV
12'
INV IN= 209.58
0.7%
INV OUT= 209.50
P -11
24
RCP CL. III
91'
INV IN= 235.02
0.5%
INV OUT= 234.57
x� s
The Raleigh Executive Jetport
@ Sanford -Lee County
MICHAEL BAKER ENGINEERING, INC.
8000 Regency Parkway, Suite 600
Cary, North Carolina 27518
Main: 919- 463 -5488 I Fax: [phone]
North Carolina License No. F -1084
Designer:
CDH
,�`��N CARp�
�� O�•'•••ESSi•• �� �`�
OF
� � .•Q� ��C.••„9
Technician;
CDH
c_ f
'•
Checked by:
JLE
� '•
%�S• •FNGINEE�'••0
Oj� •�' "' '••�\ ��`
Project Number:
140708
No. Description
Project Name:
REVISIONS
_ . 1
Date By
Ell �t
Drawing Name:
�=& ilet
ow
LEE COUNTY
Autocad Drawing Reference:
DESIGN FILE.dwg
Date: Drawing Number:
JANUARY 2015 Business Unit: DD=4
CARY

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