20140868 Ver 1_Application_20140813

(Version 2; Released April 2014)
42252.1.1 TIP No.:B-5114 County(ies):Randolph Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:2035 Existing:Year:
Threatened/Endangered Species?No Comments:
No N/A
N/A
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
General Project Information
Project Description
Waterbody Information
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Water Supply III (WS-III)NCDWR Surface Water Classification for Water Body
919.707.6731
ac.
Two 12' travel lanes w/2' to 25' grassed shoulders and grassed side slopes.
12300 2015
High Point, NC
3.5
Proposed Project
Yadkin-Pee Dee No
Buffer Rules in Effect
[e-mail]
Impairments:
None
Other Stream Classification:
NonePrimary Classification:
Project Built-Upon Area (ac.)
Annual Avg Daily Traffic (veh/hr/day):
None
This project maintains shoulder section in portions of the -L- line to maintain sheet flow. Directly connected impervious areas have been avoided. Grass conveyance and
shoulder treatment have been maintained to the maximum extent practicable. Energy dissipation has been provided at discharge points and outfalls. Existing eroding ditches
have been stabilized with rip rap and geosynthetics.
Typical Cross Section Description:
8300
Two 12' travel lanes w/12'center turning lane,4' paved shoulders,expressway and
shoulder berm gutter, 4' grassed shoulders and grassed side slopes.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1020 Birch Ridge Dr.Address:
7/8/2014
WBS Element:
Bridge ReplacementWBS Element:
City/Town:
919.707.6736
Randolph
Raleigh, N.C. 27610
Contractor / Designer:
[e-mail]
Address:
B-5114
Ray Lovinggood, PE
Raleigh, N.C. 27610
42252.1.1
River Basin(s):
Mike KellyNCDOT Contact:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
1020 Birch Ridge Dr.
NCDWR Stream Index No.:
Surrounding Land Use: Commerical
Uwharrie River 13-2-(0.5)
2.5
Supplemental Classification:
None
None
NoneNone
0.316 MI
None
None
None
N/A
Wetlands within Project Limits?
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-EY4LOOP1-
REVISIONS
H
Y
D
R
A
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I
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S
R
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H
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H
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D
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--RP2-
DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYNGS FOR MONUMENT "B5114-2"NORTHING: 788040.753(ft) EASTING: 1694751.292(ft)ELEVATION: 963.58(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT(GROUND TO GRID) IS: 0.99989792THE N.C. LAMBERT GRID BEARING ANDLOCALIZED HORIZONTAL GROUND DISTANCE FROMALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCESVERTICAL DATUM USED IS NAVD 88>INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROLBY THE NCDOT LOCATION AND SURVEYS UNIT.PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.NOTES:1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTINGPROJECT CONTROL DATA AT:THE FILES TO BE FOUND ARE AS FOLLOWS:SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHERINFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS)HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
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V
R
/
R

S
IGN
AL
OVE
R
H
E
AD
24" RCP
24" RCP
24" RCP
DI
DI
INV=915.42’
G
R
V
G
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G
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3
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GA
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15
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w
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HW 2 @ 10" CMP
WW
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A
ND

C
O
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C
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T
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L

A
N
D
C
O
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C
22’ BST
VAR BST
VAR BST
1 23
4 5
6
7
8
9
10
11
12
13
14
15
16
28
2930
3
1
WOODS
WOODS
WOODS
LT
9’ BST
9’ BST
VAR

B
S
T
VAR

B
S
T
VAR

B
S
T
V
A
R
B
S
T
V
A
R
B
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"AUCTION"
NCGS MON.
72" CHL W/ 3SBW
72" CHL W/ 3SBW
7
2
" C
H
L

W/

3
S
B
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2
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C
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C
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C
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S
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72" CHL W/ 3SBW48" CHL48" CHL BST AND GRV
72" CHL W/ 3SBW
GATE
F
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S
B
R
ID
G
E

#

13
6
PROSPECT ST. SR 1619 24’ BST
G
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320.00’
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476.20’
EXISTING R/W
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327.77’
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P
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SIZE/TYPE UNKNOW N
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GENERATOR
EOI
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ELEV = 953.65
E = 1694932
N = 789930
BM #1
THOMPSON RD SR 1620
16’ BST
UNKNOWNSIZE/TYPE
18" RCP
1.25" STEEL
EOI
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6" TYPE UNKNOWN
UNABLE TO LOCATE END15" RCP72" CHL W/ 3SBW48" CHL 48’ CHL 48" CHL148.63’N 8610’37" E AXLE
148.35’
N 8851’29" E
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HUT TELEPHONE
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72" CHL W/ 3SBW S 8656’58" E 159.09’
S 8656’58" E 149.23’
W/LT
S 8656’58" E 50.00’
R/R TIES
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PB 67 PG 43DB 1796 PG 2241DB 1422 PG 1425PAIGE K. PIERCEAND WIFEC. VAN PIERCE, JR.
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Convert to JBwMH
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17-APR-2014 08:57R:\Roadway\Proj\B5114_Rdy_pfl.dgn$$$$USERNAM E$$$$24252627
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17-APR-2014 08:57R:\Roadway\Proj\B5114_Rdy_pfl.dgn$$$$USERNAM E$$$$
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17-APR-2014 08:57R:\Roadway\Proj\B5114_Rdy_pfl.dgn$$$$USERNAM E$$$$
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101112 910 920 930 940 950 960 PI = 10+70.00EL = 949.93’(-)6.0000%(-)2.7455%VC = 88’K = 27 PI = 11+80.00EL = 946.91’(-)4.3600%VC = 50’K = 31 STA
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(-)1.8092%(-)4.9695%956.40 PI = 11+10.00EL = 951.51’(-)3.4167%VC = 72’K = 46 -L- STA 17+72.52TIE TO EOP(-) 4
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END DITCH STA. 14+00-RP1EXT-
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_L.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_L.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_L.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_L.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_L.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Y4.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Y4.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Y4.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Y4.dgn$$$$USERNAM E$$$$8/23/99
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15017-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Y4.dgn$$$$USERNAM E$$$$8/23/99
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E
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N
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R
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E
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7517-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Rp1_ext.dgn$$$$USERNAM E$$$$8/23/99
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R
O
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7517-APR-2014 08:57R:\Roadway\XSC\B5114_Rdy_xpl_Rp1_ext.dgn$$$$USERNAM E$$$$8/23/99
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