20211489 Ver 1_05a_2021-11-10_WET_20211123

ENGINEER:
-L- Sta. 37+00.00
BEGIN PROJECT
-L- Sta. 67+70.52
END PROJECT
PROJECT
END
PROJECT
BEGIN
CHEEK ROAD (SR-1800)
FERRELL
ROAD
(SR
-1671)JUNCTION ROAD (SR-1675)CARPENTER ROAD (SR-1822)
R0.02 CONVENTIONAL SYMBOLS
PROJECT NOTESR0.01
TITLE SHEET
DESCRIPTIONSHEET NO.
R0.00
TYPICAL SECTIONS
R2.00 THRU 2.02
R1.00
R2.00 R2.01R2.02R2.03 THRU 2.04
SURVEYOR:
for the specific purpose and client.
reliance on this document instrument of service, is intended only
Associates, Inc. for which it was prepared. Reuse of and improper
Horn and Associates, Inc. shall be without liability to Kimley-Horn and
herein, as an without written authorization and adaption by Kimley-
This document, together with the concepts and designs presented
BEFORE YOU DIG
IT'S THE LAW
N.C. ONE-CALL CENTER
CALL 1 800 632-4949
STOP
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
[e-mail]
919.280.7944
ROB BAUMGARTNER, PLS
RALEIGH, NC 27609
4TH FLOOR
4505 FALLS OF NEUSE RD.
KCI ASSOCIATES OF NC, P.A.
[e-mail]
919.677.2074
TYLER WHITE, P.E.
DURHAM, NC 27701
SUITE 200
300 MORRIS ST.
KIMLEY-HORN AND ASSOCIATES, INC. TO I-85 TO CARPENTER ROADR4.00 THRU R4.02
R3.00
R6.00 THRU R6.14
R2.05
PAVEMENT MARKING AND SIGNING PLAN
ROADWAY CROSS SECTIONS
TRAFFIC MANAGEMENT PLAN
-L- NORTHERN DURHAM PARKWAY EXTENSION
NOT TO SCALE
DURHAM COUNTY
FERRELL ROAD (SR-1671)-Y1-MSE RETAINING WALL LAYOUT AND ENVELOPE
PLAN VIEW
PROFILE VIEW JUNCTI
ON ROAD
(SR-1675)Norfolk%15
SSVSV6"DIP FM16"DIP FMHHSSSSSSSSSSSSSSHHSEWER MANHOLERIM-386.06'FORCE MAINHHASPHALTSSNC GENERAL STATUTE 1-44.2.ABANDONED RAILROAD BASED ON ACRES) OF ADJACENT INTEREST IN 172,294 SF (3.955 NOTE: POSSIBLE OWNERSHIP PB 123 PG 22DB 7096 PG 170SITE ADDRESS: 1018 PERVIS RDPIN:0842-04-73-8632BULL CITY LITTLE LEAGUE OWNER:N/FDB 6864 PG 710SITE ADDRESS: 2315 FERRELL RDPIN:0842-97-04-4994BCG PROPERTIES OWNER:N/FDB 6864 PG 710SITE ADDRESS: 2315 FERRELL RDPIN:0842-97-04-4994BCG PROPERTIES OWNER:N/FWETLAND AND STREAM
DRAFT PERMIT PACKAGE
SITE 1
SITE 2B
SITE 2A
NOVEMBER, 2021
-L- Sta. 37+00.00
SOUTHERN TERMINUS
-L- Sta. 67+70.52
NORTHERN TERMINUS
VICINITY MAP
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0 5025
0 5025
0 105 BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEKHA PROJECT019139023NORTH CAROLINAR0.00$DATE$TITLE SHEETDRAWN BY: DJD $DATE$$FILE$DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DESIGNED BY: DJDOF FERRELL ROAD (SR 1671)
FERRELL ROAD (SR 1671) TO 3065' SOUTH
LOCATION: NORTH DURHAM PARKWAY FROM
PHASE 1
NORTHERN DURHAM PARKWAY
PHASE 1PARKWAYNORTHERN DURHAM
360360360360360360360360360
360360
360360360360360360360360360360360365365365365
3
6
5
365365365365365365365365365365365
3653653653
6
5
3
6
5365365365365365 365365365365365365370370370370370370370
370370
3703703703703703
7
0
3
7
0
370
370370370
370
370370370370
370370370370370370370370370375375375375375
375
375375375375375375
375
3
7
5
3
7
5
375
3
7
5375375
375
375
375
375375375375375375375375375375380380380380380380380380380380
380380380380380380380380
3803
80380380380380380
3803803803803803803803803803803803803803853853853853853853853853853 8 5
385385385385385385
385385385
385
3
8
53853853
85385
385385385385385385385385385385385
3853853853853853853653653653703703703
6
0360
360360360360BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD $DATE$$FILE$$DATE$DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PLAN VIEWR2.01
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
MATCH LINE -L- STA 42+00.00 (SEE SHEET R2.00)MATCH LINE -L- STA 56+00.00 (SEE SHEET R2.02)
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:
CONCRETE ISLAND
5" MONOLITHIC
SITE 1
SITE 2A
WETLAND (W9)
WETLAND (W18)
OPEN WATER (P2)
WETLAND (W16)
WETLAND (W10)
STREAM (S10)
(SCALE 1"=25')
SITE 2 IMPACT ZOOM-IN
(SCALE 1"=25')
SITE 2A IMPACT ZOOM-IN
WETLAND
DENOTES FILL INFF
T T FILL IN WETLAND
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS LEGEND:
STREAM (S16)
55
-L- PC Sta. 49+60.29
-L- PT Sta. 47+30.29
-L- PC Sta. 42+96.95
-L- PT Sta. 54+04.43
NORTHERN DURHAM PARKWAY
-L-
10' MUPF
F
F
F
F
F
F
F
F
F
F
F
F
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
30" RCP-IV
CB
JB w/MH
JB w/MH
(BURIED 1.0')
89 LF 12' x 6' RCBC
95 LF 42" RCP-IV CULVERT
2118
2116
2115
2114
2113
2112
2111
2110
2109
2108
2106
2107
2105
2104
2103
2102
2101
2GI-D
CB-G
CB-G
CB-G
CB-G
2GI
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-F
2117
BOX
TREATMENT
TSS
24" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
18" RCP-IV
GRADE TO DRAIN
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 2
EST 60 SY GFD
EST 30 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
SEE DETAIL 2
EST 12 SY GFD
EST 6 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
JB w/MH
2105
2104
2103
2101
CB-G
18" RCP-IV
SEE DETAIL 2
EST 60 SY GFD
EST 30 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
JB w/MH
(BURIED 1.0')
89 LF 12' x 6' RCBC
2118
2116
2115
CB-F
2203
BOX
TREATMENT
TSS
24" RCP-IV
24" RCP-IV
18" RCP-IV
OOS
S
S
S
S
S
S
S
TS
TS
F
F
F
F
F
F
T
S
S
S S S
S
TS
TS
T
T
T
S
S
S
S
S
S
S
S
TS
TS
F
F
F
F
F
F
T
T
S
S
S S S
S
TS
TS
T
T
T
3603
6
0
3
6
0 360360 360360360
360
360
3603603
6
0 3603603603653
6
5365 3653
6
5365 365365365365
365
365
365
365
365
365
365365365365365
3653653703
7
0370370 370370370370370
370 3703
7
0 370370370370370
370
370
370370370
370
370
370370370
370
3703703703703703703703703753
7
5375375375 375375375375375375375375375375375375375375375375375375375375375375375375
375
375
375
375375375 375375375375375375375375375375375380
3803803803803803803
8
0
380380380380380380
380380380380380380380380 380380
380
380380380380380380380
380380
380380380
380380380380380380380380380380380380385
3853853853853853853853853853
8
5
3
8
5385385 385385385385385 385385385385385385385385385385385385385390390390390390390
390
390
390390390390390390390390390390390390390360360360360360365365
(60' PUBLIC R/W)FERRELL ROADSSSGRAVEL DRIVEGRAVELDRIVEGRAVELDRIVE1-STORYBLOCKRESIDENCEWELLWELLCHAINLINK FENCE1-STORYBLOCKRESIDENCERETAININGWALLCHICKENCONCRETEDRIVEINVERT 15"RCP376.93'INVERT 15"RCP376.88'INVERT 12"RCP380.16'INVERT 12"RCP380.14'INVERT 12"RCP384.70'INVERT 12"RCP384.90'INVERT 12"RCP383.65'INVERT 12"RCP383.57'BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD $DATE$$FILE$$DATE$DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PLAN VIEWR2.02
MATCH LINE -L- STA 56+00.00 (SEE SHEET R2.01)
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:
CONCRETE ISLAND
5" MONOLITHIC
(SCALE: 1"=25')
SITE 2B IMPACT ZOOM-IN
WETLAND (W6)
EXCLUDED
STREAM (S6)
EXCLUDED
WETLAND (W8)
OPEN WATER (P1)
WETLAND (W4)
SITE 2B
STREAM (S2)
FOR IMPACT BLOW UP
REFERENCE SHEET R2.01
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS LEGEND:60-L- PC Sta. 56+34.43
-L- PT Sta. 61+25.56
PI Sta 58+57.80
D
L = 423.03'
T = 223.36'
R = 533.00'
-L-6570-L- PC Sta. 69+76.33
R = 533.00'
T = 115.40'
L = 227.29'
D
PI Sta 70+91.73
NORTHERN
DURHAM
PARKWAY
-L-
-Y1- POT Sta. 18+39.41
-L- POT Sta. 67+65.95=
D
DS = 40 MPHDS = 40 MPH
15
20 (SR 1671)FERRELL ROAD-Y1-PI Sta 15+18.32
D
L = 363.23'
T = 182.40'
R = 1,600.00'
PI Sta 23+58.02
D
L = 397.59'
T = 200.31'
R = 1,320.00'
-Y1-
DS = 40 MPHDS = 40 MPH
-Y1- PT Sta. 16+99.15
-Y1- PC Sta. 21+57.71
-Y1- PC Sta. 13+35.92
-Y1- POT Sta. 12+50.00
-L- POC Sta. 70+00.00
-Y1- POC Sta. 23+00.00
F F
F
18" RCP-IV
CB
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
JB w/MH
JB w/MH
18" RCP-IV
JB w/MH
100 LF 10' X 7' RCBC (BURIED 1')
the site grading in this area in the xsc is a bit funky...
2203
2202
2204
2203
2206
2208
2207
2210
2209
2211
2212
2214
2213 2215
2216
2218
2217
2201
BOX
TREATMENT
TSS
CB-E
CB-E
2GI
CB-G CB-G
BOX
TREATMENT
TSS
TBJB W/ MH
CB-G
CB-G
CB-G CB-G
CB-F
18" RCP-IV
18" RCP-IV
18" RCP-IV
RCP-IV
18"
18" RCP-IV
RCP-IV
18"
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
SEE DETAIL 3
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2
EST. 80 SY GFD
EST. 40 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
SEE DETAIL 2
EST. 150 SY GFD
EST. 75 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
2212
2214
2213
BOX
TREATMENT
TSS
TBJB W/ MH
CB-G
RCP-IV
18"
18" RCP-IVO
F
T
TS
S
S
S
S
S
S
TS
T
TS
S
S
TS
S
S
S
S
S
S
S
S