HomeMy WebLinkAbout20201591 Ver 1_17BP.12.R.42_Permit Drawings_20210218_20210324(Version 2.02; Released April 2015)17BP.12.R.42TIP No.:17BP.12.R.42County(ies):Cleveland Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2011Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?NoneSupplemental Classification: Rural & WoodedBuffalo Creek (Tributary 3 drains into Buffalo Creek)9-53-(5)0.20.10Project DescriptionBroadRiver Basin(s): Annual Avg Daily Traffic (veh/hr/day):20 pavement with 10' ' lanes and 3' grass shoulders tying into existing alignment. Guardrails sections will have 6' grass shoulders18 pavement with 9' ' lanes and variable width grass shoulders. Roadway is mostly normal crownThe purpose of this project is to replace existing bridge No. 329 on SR-2212 over the Buffalo Creek Tributary #3 in Cleveland County with a new bridge. The existing bridge is a 120’ long, 6 span structure with sloping abutments. The proposed bridge will be a 3 span, 135' long cored slab structure with spill-through abutments and will be in the same location as the existing. All storm drainage maintains existing flow patterns. Rip rap is used to diffuse flow where applicable. Summary of methods utilized to minimize impacts:-Fill slopes set at 2:1 to maintain existing drainage patterns -Shoulder slopes maximized at 7’ to promote infiltration from roadway runoff-Rip rap pads provided at drainage outlets to diffuse flow-New design calls for 3 span structure with large center span that spans the creek beyond its banks. Abutments are no longer in stream.Existing SiteProject Length (lin. miles or feet): Address:City/Town:0.3Typical Cross Section Description: Surrounding Land Use: NoWBS Element:Bridge Replacement 3/30/2017ClevelandPaul Fisher, PEMA Engineering Consultants, Inc.NCDOT Contact:Contractor / Designer:WBS Element:North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Address:General Project Information17BP.12.R.42None17BP.12.R.42Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)N/Aac.320None320Waterbody Information2011NCDWR Stream Index No.:ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyGeneral Project Narrative:(Description of Minimization of Water Quality Impacts)Proposed ProjectProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?(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)NRTR Stream ID:Buffer Rules in Effect:N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)1020 Birch Ridge DrRaleigh, NC 27610Cary, NC 27511Scott Brookhart, PE, CFM919-707-6720pfisher@ncdot.gov919-297-0220sbrookhart@maec.com599 E Chatham St, Suite 137
VICINITY MAP (N.T.S.)DETOUR ROUTE
T
V
=
=
=MPH
ADT
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS HYDRAULICS ENGINEER09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
11/17/2016R:\Hydraulics\PERMITS_Environmental\Drawings\220329__Hyd_prm_wet_tsh.dgn3:53:08 PMCONTRACT: ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1-B For Symbology
See Sheet 1-A For Index of Sheets
2011
6 %
17BP.12.R.42
PROJECT
= 0.095 mile
= 0.026 mile
= 0.069 mile
P.E.
R/W & UTILITIES
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
Prepared For:
By:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEERPROJECT: 17BP.12.R.42KEVIN S. HUTCHENS, PE
CONST.
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
ENGINEER
ROADWAY DESIGN
CLEVELAND COUNTY
ON SR 2212 (ROSEBOROUGH RD)
LOCATION: BRIDGE #329 OVER BUFFALO CREEK TRIBUTARY
TO NC 226
ROBERT W. PORTER, PE
RIGHT OF WAY DATE:
TOTAL LENGTH PROJECT 17BP.12.R.42
LENGTH STRUCTURES PROJECT 17BP.12.R.42
LENGTH ROADWAY PROJECT 17BP.12.R.42
320
55
17BP.12.R.42
Church Rd.)
(Immanuel
2495
2331
2227
2308
2228
2228
2361
2240
2405
2366
2209
2207
2208
2303 1103
22042201
1236
1104
1243
2205
2428
2330
1103
2338
1281
2514
2514
1296
1297
1280
2426
2561
2404
1282
1279
1100
2348
2210
2212
2356
2334
2226
2212
2301
2433
2222
2218
2399
2224
2217
2217
2382
2220
2219
2214
2214
2213
2214
2225
2215
2216
2423
2424
2367
2368
2425
1107
2376
2376
2415
1109
1128
2422
2370
2372
2371
2377
1298
1299
2633
2432
2474
2476
2476
2218
2206
2480
2208
2226
2226
2483
2484
2485
2700
2701
2702CarolinaPl.Sulphur Springs Rd.Hamri
ck Rd.
Sweezy Rd.
T
urner
R
d.Tu
r
n
e
r Rd.
Lowery Dr.Mark Dr.Spring
Lane
Hawthorne Ln.CanterburyRd.
Peeler St.
Hillcrest Ave.Turner Rd.
J
o
e La
k
e Rd.Big
g
ers La
k
e Rd.
R
ob
erts Rd.
Ponder Rd.Runyans Rd.Graha
m Rd.
A
nt
hony Rd.
Sepaugh Rd.Bettis Rd.Bettis Rd.Hardin-
S
mith
R
d.
Dover Rd.
Sarrett Rd.Biggers Rd.
Troutman Dr.Putnam Rd.Jackson Rd.Poplar Dr.Leslie Rd.(Southern Spring)
Royal Dr.Riley St.Ba
ptist Ch
urc
h Rd.
(Shuford Dr.)
Rockman St.Fernwood Dr.Deep Green Dr.Maple Valley Dr.Kemp Dr.Heinz Dr.Frit
z Dr.
Eagle’s
Nest Ln.
La
ren
Rd
.Pil
bur
y Dr.
Holden Dr.Candy Dr.Freshwater Dr.
Granite Dr.Rosemont Dr.MeadowLark Ln
Christopher Rd
Cedar Creek RdLee DrIdlewild Dr
Pleasant Hill Church Rd
Horse Trail DrWestgate DrRidge StCircle
Dr
Ellis RdLeslie DrShaw St
Leo Dr
Penndale DrEmerald Ln
Jetter RdTemple Dr
G B Blanton RdMallard Dr
Sage Dr
Rob’s CtMeadow Glenn Dr
Mallard Dr
Canterbury Dr
Christopher Rd
Sulphur Springs RdCaleb RdPeterson DrB
ro
ok
field D
rPle
as
a
nt Hill Ch
urc
h Rd
Kendricks Rd
Kentbury DrKim DrDavis Rd
Austell Graha
m Rd
G B Blanton RdT
r
ent M
cSw
ai
n R
dBet
t
i
s RdCrow RdAustell Rd
Crow RdMcCurry
R
d
Eva Ln
Lare
n RdBettis RdLavender Rd
Crow Rd
Rippy RdJack Francis
Rd Ri
ppy RdTrent McSwain Rd
Bankhead Rd.Schweppe DrSylvan Rd
S Post Rd
Bl
acksburg RdCleveland AveS Post Rd
Blacksburg RdS Post RdBlacksburg RdB
lacksburg
Rd
Blacksburg RdBr
a
nc
hLic
kElem Sch
Springs
Patterson
Sch
Pruette
Earl Sch
Old Ellis Chapel
Lake
Bookout
Earl
1103
New Buffalo Ch
Ch
Sulphur Springs
Sch
Number 3
Ch
New Hope
Ch
Fairview
2342
Andrews DrAyers RdMorehead
Rd.
2225
Martin Rd.pop. 233
Springs
Patterson
pop 603226
198
180
198
226
180
1105
2380
Roseborough RdBuffalo CreekLaven
der Rd
2439
Davis Rd.Ben Davis Rd2240
Pinew ood Dr
2467McGinnis Dr.2229 2355Greene Rd.Blackburn DrVilla DrWatterson Dr2230Hardin-
S
mith Rd.
NORTH CAROLINA
SOUTH CAROLINA
BEGIN PROJECT 17BP.12.R.42 END PROJECT 17BP.12.R.42
-L-
-L- POT STA. 14+09+/-
END BRIDGE
-L- POT STA. 12+74+/-
BEGIN BRIDGE
(LAVENDER RD.)
TO SR 2226
-L- POT STA. 11+00 -L- POT STA. 16+00
ROSEBOROUGH RD.
SR 2212
TRIBUTARY
BUFFALO CREEK
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMEDJohnson St
Cleveland AveS Post Rd1107
NAD 83 / NA 2011Boween River50
50
10
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00 20
100
10025
25
510
50
50
(704) 480-9034
DIVISION 12 BRIDGE PROGRAM MANAGER
STEVE RACKLEY, PE
NCDOT CONTACT:
Patterson
School Rd.
Church Rd
Pleasant
Hill
Cemtry Rd.
New Hope Br
o
o
kfi
el
d DrRo
b
e
rts Rd.
DESIGN EXCEPTIONS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-L- VPI STA. 11+85 and 15+00
FOR VERTICAL CURVES AT
SAG VERTICAL CURVE K:
4
17BP.12.R.42
17BP.12.R.42
17BP.12.R.42
SUBREGIONAL TIER
FUNCT. CLASS. = LOCAL
WETLAND PERMIT DRAWINGS
SHEET 1 OF 4
PERMIT DRAWING
BL*362027BL*362031EL*362031T T
8’ GRAVEL DRIVE12’ CONC.9’ BST18" RCP
REBAR
REBAR
AXLE
REBAR
REBAR
BRIAN K. &
KIMBERLY A. LINZY
MICHAEL MULL
TRIBUTARYBUFFALO CREEKNO#
OWNER
UNKNOWN
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SR 2212 ROSEBOROUGH RD.
18’ PAVED ROADWAY
LAVENDER RD.
TO SR 2226
350’ +/-
TO NC HWY 226
1.61 MILES +/-TO HOUSETO HOUSETO HOUSETO HOUSE
TRAILERTO HOUSEBELL PED#1
SOUTHERN
GRAVEL DRIVE14’
C
O
N
C.
CARROLL STRANGE SHARON D. HOLLIFIELD SILAS GIST, JR.
1 2
3 4 5
T RIBU T ARYBUF F AL O CRE E K15" HDPE
18" RCP
18" RCP
(WEST END)
15" RCP
(EAST END)
18" HDPE
(SITE 1)
BANK STABILIZATION
600
610
620
630
640
600
610
620
630
640
10 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 17BP.12.R.42
R/W SHEET NO.8/17/992/18/2021P:\JOBS\0659\088\10600\Cleveland329\Hydraulics\PERMITS_Environmental\Drawings\220329_Hyd_prm_wet_psh04.dgn2:42:19 PM590 590
SHEET 2 OF 4
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DRIVE PILES TO BEARING
WILL REQUIRE APPROXIMATELY ONE WEEK TO
EACH OF THE END BENTS. EACH END BENT
FIVE 12X53 STEEL PILES TO BE DRIVEN AT *
**F
F
F
F
F
F
F
F15
NAD 83 / NA 20110402
0401
0403
0404
TBDI
TBDI
15"
15"
PLANS)
(SEE STRUCTURE
EXCAVATION
ELBOWS
w/2
w/2 ELBOWS
( Not to Scale)
RIP RAP AT CHANNEL EMBANKMENT
Geotextile
DETAIL E1
2’ TYP.
*1.5:1 max. or as directed by Engineer
FROM -L- STA. 13+43 TO STA. 13+72 (EAST BANK)
FROM -L- STA. 13+15 TO STA. 13+33 (WEST BANK)
1.5:1*1.5:1*
30 TONS CL II Rip-Rap; 32 SY Geotextile (EAST BANK)
42 TONS CL II Rip-Rap; 45 SY Geotextile (WEST BANK)
Type of Liner=
PI = 11+85.00
EL = 624.28’
(-)6.6470%
VC = 170’
PI = 15+00.00
EL = 620.08’
(-)1.3333%
(+)5.2000%
VC = 200’
V = 28 mph
K = 32
V = 27 mph
K = 31
(+)0.30%
EL. 612.32
-L- STA. 15+50 RT
END LATERAL ’V’ DITCH
EL. 605.20
-L- STA. 13+75 RT
BEGIN LATERAL ’V’ DITCH
RIGHT DITCH
EL. 605.53
-L- STA. 14+85 RT
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
= 620.9
= 12900
= 610.61
= 1500
= 610.0
= 1100
= 25
= 100
= 500+
EL. 625.96’
-L- STA. 16+05.36 (29.56’ RT)
RAILROAD SPIKE IN POWER POLE
BM #1
EL. 629.93’
-L- POT STA. 11+00.00
BEGIN GRADE
EL. 625.28’
-L- POT STA. 16+00.00
END GRADE
(+)10.45%1.5:11.5:1EXISTING BRIDGE (TO BE REMOVED)
****
**
- EXCAVATION (SEE STRUCTURE PLANS)
- DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K and SSDv.
599600 601601601
601602602602602
602602 603603603603603603
603603604604604
604604604604605605605 605605605606606606
6066066066066066076076076076
07
607607607607 607607608608608
608
6
0
8
608608608609609609 609609609
609
610610610610610610
610611611611611611611
611612612
612612612612
612613613
613613613613
613
613614614
614614614614
614
614615615
615615615615615
6156166166166166166
16
616
616617617
617617617617 617
617618618
618618618618
618
618619619
6196196196
19 619
619620620
620620620620
6
2
0621621
621621621
621621622622622622623
623623623623624
624624624624625
625625625626626626626626627627627 627627627628628
628 628628628629629 629629630630 630630631631 631631632632 632632633
633 633633633634
634 634634635
6
3
5
6356356366
3
6
636637637637
638638638639639639639640640640640641641641642642642643643643644644645645646646647648649650651652BL*362027BL*362031EL*362031T T
8’ GRAVEL DRIVE12’ CONC.9’ BST18" RCP
REBAR
REBAR
AXLE
REBAR
REBAR
BRIAN K. &
KIMBERLY A. LINZY
MICHAEL MULL
TRIBUTARYBUFFALO CREEKNO#
OWNER
UNKNOWN
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SR 2212 ROSEBOROUGH RD.
18’ PAVED ROADWAY
LAVENDER RD.
TO SR 2226
350’ +/-
TO NC HWY 226
1.61 MILES +/-TO HOUSETO HOUSETO HOUSETO HOUSE
TRAILERTO HOUSEBELL PED#1
SOUTHERN
GRAVEL DRIVE14’
C
O
N
C.
CARROLL STRANGE SHARON D. HOLLIFIELD SILAS GIST, JR.
1 2
3 4 5
T RIBU T ARYBUF F AL O CRE E K15" HDPE
18" RCP
18" RCP
(WEST END)
15" RCP
(EAST END)
18" HDPE
(SITE 1)
BANK STABILIZATION
600
610
620
630
640
600
610
620
630
640
10 11 12 13 14 15 16REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 17BP.12.R.42
R/W SHEET NO.8/17/992/18/2021P:\JOBS\0659\088\10600\Cleveland329\Hydraulics\PERMITS_Environmental\Drawings\220329_Hyd_prm_wet_psh04.dgn2:42:47 PM590 590
SHEET 3 OF 4
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DRIVE PILES TO BEARING
WILL REQUIRE APPROXIMATELY ONE WEEK TO
EACH OF THE END BENTS. EACH END BENT
FIVE 12X53 STEEL PILES TO BE DRIVEN AT *
**F
F
F
F
F
F
F
F15
NAD 83 / NA 20110402
0401
0403
0404
TBDI
TBDI
15"
15"
PLANS)
(SEE STRUCTURE
EXCAVATION
ELBOWS
w/2
w/2 ELBOWS
( Not to Scale)
RIP RAP AT CHANNEL EMBANKMENT
Geotextile
DETAIL E1
2’ TYP.
*1.5:1 max. or as directed by Engineer
FROM -L- STA. 13+43 TO STA. 13+72 (EAST BANK)
FROM -L- STA. 13+15 TO STA. 13+33 (WEST BANK)
1.5:1*1.5:1*
30 TONS CL II Rip-Rap; 32 SY Geotextile (EAST BANK)
42 TONS CL II Rip-Rap; 45 SY Geotextile (WEST BANK)
Type of Liner=
PI = 11+85.00
EL = 624.28’
(-)6.6470%
VC = 170’
PI = 15+00.00
EL = 620.08’
(-)1.3333%
(+)5.2000%
VC = 200’
V = 28 mph
K = 32
V = 27 mph
K = 31
(+)0.30%
EL. 612.32
-L- STA. 15+50 RT
END LATERAL ’V’ DITCH
EL. 605.20
-L- STA. 13+75 RT
BEGIN LATERAL ’V’ DITCH
RIGHT DITCH
EL. 605.53
-L- STA. 14+85 RT
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
= 620.9
= 12900
= 610.61
= 1500
= 610.0
= 1100
= 25
= 100
= 500+
EL. 625.96’
-L- STA. 16+05.36 (29.56’ RT)
RAILROAD SPIKE IN POWER POLE
BM #1
EL. 629.93’
-L- POT STA. 11+00.00
BEGIN GRADE
EL. 625.28’
-L- POT STA. 16+00.00
END GRADE
(+)10.45%1.5:11.5:1EXISTING BRIDGE (TO BE REMOVED)
****
**
- EXCAVATION (SEE STRUCTURE PLANS)
- DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K and SSDv.
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 13+15 to -L- 13+72 Bank Stabilization33TOTALS:33ATN Revised 3/31/05SHEET 4 of 4 2/18/2021CLEVELAND COUNTYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS17BP.12.R.42 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS