20210920 Ver 1_SF-480141_Permit Drawings_2021-04-14_20210503

Hi�Ail North Carolina Department of Transportation ��
4')*
Highway Stormwater Program =,
11 STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: DF17112.2049800 TIP No.: SF-480141 County(ies): Iredell Pa e 1 of 1
General Project Information
WBS Element: DF17112.2049800 ITIP Number: SF-480141 Project Type: Bridge Replacement Date: 4/14/2021
NCDOT Contact: Steve Rackley,PE Contractor/Designer: TGS Engineers(Ben Henegar,PE)
Address: Division 12 Bridge Maintenance Address:706 Hillsborough Street-Suite 200
1710 E.Marion St. Raleigh,NC 27603
Shelby,NC 28151
Phone:[phone] Phone:[phone] ext.123
Email:[e-mail] Email:[e-mail]
City/Town: Love Valley,NC County(ies): Iredell
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No I
Project Description
Project Length(lin.miles or feet): 0.108 miles Surrounding Land Use: Wooded&Farmland,Low Density Residential
• Proposed Project + Existing Site •
Project Built-Upon Area(ac.) 0.38 ac. 0.23 ac.
Typical Cross Section Description: Two 11'paved lanes with 4'paved shoulders. Two 9'paved travel lanes with 3'grassed shoulders.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 210 Year:2020 Existing: 210 Year: 2020
General Project Narrative: The project involves the replacement of Bridge#480141 over Snow Creek on SR 1585(Cattlemans Rd.)in Iredell County,NC south of Love Valley. The bridge failed in
(Description of Minimization of Water November 2020. The proposed 140'long by 33'wide three-span(21"cored slab)bridge to would replace the existing 120.5'long by 20'wide(timber deck on steel I-beams)
Quality Impacts) three-span bridge. The proposed grade will be about 2.5'above existing grade at the crossing.
The proposed bridge will have no direct discharge into Snow Creek(no deck drains). Stormwater runoff from the proposed bridge will flow to traffic bearing grated inlets on both
sides of the roadway at the east approach of the bridge where it will be diffused with riprap at the proposed pipe outlets on the north and south sides of the approach. All
proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable.
Waterbody Information i
Surface Water Body(1): Snow Creek NCDWR Stream Index No.: 12-108-9-(0.6)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV)
Supplemental Classification: None
Other Stream Classification: None
Impairments: Fish Community(Nar,AL,FW)
Aquatic T&E Species? No Comments:
NRTR Stream ID: Snow Creek Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

r
/f 1 See Sheet 1 A For Index of Sheets STATE Ta E OF' I O Tt& �Tfa IHi C..`� O L I N A STATE STATE PROJECT REFERENCE "RR "�1,
L�` 1L L V 1 L 1 LO 1L ND. RTAL
O r 55.71 • 1591 , i 1.12�---/ N C. DF17112.2049800 1
Love Valley 1594 DIVISION {�IIF IIr/(may I��1r��/y T\w�l`ry
1452 P ' Ir......,.....,
I / ICII��J �pI' I' �y�y I' ," STATE PROD.NO. F.A.PROD.NO.1453 ' , 1� / 1� E L JL L V V dd 11 11 dJ DF17112.2049800 N/APE
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DF17112.2049800 WA UTIL & RNJ
6.
1542 I W \ �1611 1583 Tuckers DF17112.2049800 WA CONST.
O> `, 1614 ; PROJECT % IREDELL . COUNTY
N Ixz I 610 1590 ;, •CATIONAI
NIll0 1 f;t583 1587
Pi., 1462 'To ; 4 161 •_„ 40,.. lses ® cn
Z LOCATION: BRIDGE #480141 OVER SNOW CREEK
586
1466 bi',� 'Sae 585 %, ': g ON SR 1585 (CATTLEMANS RD) PERMIT DRAWING
'....4 •v- .' -� Q SHEET 1 OF 4
1583 '04117
'`aJ 187�� TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
A1466 1585
1461 / 1622 1898 O
1467' 11581 C`,eek 1662 I— /II
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(D, C,,, 1580 ,58, till 4110' 0 WETLAND AND SURFACE WATER IMPACTS PERMIT
1582 V,... 1901 J R �'�
V VICINITY MAP
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LITII4 —0-0-0— OFFSITE DETOUR
O ` (BY DEPARTMENT) J SITE 1
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�, BEGIN PROJECT o/ //,
4
DF17112 .2049800Lo
—L— STA. 12 + 1 . 10 ' �
�, END PROJECT
f , DF17112 .2049800
N / / —L— STA. 17 + 75.00
CATTLEMANS RD —L— SR 1585
i fAii.//, _
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CD TO SR 1581 / TO SR 1614
L (DAMASCUS CHURCH RD) r An (MOUNTAIN VIEW RD)
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rn BEGIN BRIDGE , o
o —L— STA. 14 + 15.56 / y/ END BRIDGE
o —L— STA. 15 + 5 8.44
qCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
w THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
• • DESIGN EXCEPTION REQUIRED FOR PAVEMENT CROSS SLOPE,VERTICAL CURVATURE AND VERTICAL SSD.
rel
L NCDOT CONTACT: S T E VE R A C KL E Y, P E HYDRAULICS
ENGINEER �,
V GRAPHIC SCALES I DESIGN DATA PROJECT LENGTH ��
PLANS PREPARED BY: PLANS PREPARED FOR: �p .
ADT 2020 = 210 TGS ENGINEERS NORTH CAROLINA DEPARTMENT
v 50 25 0 50 100 % * ;ElpaS804-C N.LAAYETTE STof TRANSPORATION
� ' I .. T = 6 LENGTH ROADWAY PROJECT DF17112.2049800 #480141 =0.081HELBY,N28150DIVISION 12 'm1V = 60 MPH LENGTH STRUCTURE PROJECT DF17112.2049800 #480141 =0.027 PH [phone] ST10 E.INC�28 St e
PLANS * UST =3% DUAL =3% CORP.LICENSE NO.:C-0275 Sr,eicy.NC 28 i51 P.E. A���®e vuwce'4Q®��
-p --. SIGNATURE:
50 25 0 50 100 TOTAL LENGTH PROJECT DF17112.2049800 #480141 =0.108
cc,
�' "_ I JIMMYDEC TERRY,RPE ROADWAY DESIGN RIGHT OF WAY DATE:
o FUNC CLASS ' F ` ` ENGINEER
PROFILE (HORIZONTAL) JANUARY 12,2021
w� LOCAL — RURAL
—�C R.E.BURNS & SONS CO
oo.c 10 5 0 10 20 P.O.BOX T 168 CLINTON PRUETT, PE
,,o� r , `i i.. SUB—REGIONAL TIER STPHE 70'4/924-8646LLE.NC 87 PROJECT DESIGN ENGINEER LETTING DATE:
MX ) \v ' PROFILE (VERTICAL) J` J` 2018 STANDARD SPECIFICATIONS P.E. JANUARY 12,2021
/\ /\ SIGNATURE:

D- IREDELL COUNTY PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING BRIDGE #480141 OF17/12.2049800 4
co BEGIN APPROACH SLAB END APPROACH SLAB -L- CURVE DATA s SH 5/ / SHEET 2 OF 4 ROADWAY DESIGR^N EET NO.
N HYDRAULICS
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1'-i" 4'-5" P1 Sto 12+47,74 AT EACH END BENT(PENDING FINAL DESIGN). CLASS'I'RIP-RAP
ESTIMATE 1 WEEK TO DRIVE PILES PER END BENT. EST.2 TONS
TYPE-III TYPE-III 0 = 0.24'44,4"(RT)
D = 0'22'55J' WOODS EST.6EsvILE 1.,
FDPS I "a� o 1 } ti �� L = 107.95' END BRIDGE
0 io j O/I!� PROP. T = 53.9T LATERAL BASE DITCH f,/ / STA5844 R = 15,000.00+ M�1 SBG CLASS'II'RIP-RAP(NP) S/� , `' i -, �O
DS = 60 ry1PH GEOTEXTILE r'// 2P
1'-1" 4'-5" Esr.15o sv TEMP R ORKPAD BERM GUTTER
TYPE-Ill TYPE-III f END SHOULDER
O ' EV • (TYP.) • -L- STA.15+92,05
BRIDGE/ROADWAY RELATIONSHIP SKETCH I, 0L3 BRIDGE• R DOCUMENT NOT CONSIDERED FINAL
ABAND ax.. so'cMP - UNLESS ALL SIGNATURES COMPLETED
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-?? BEGIN BRIDGE BRIDGE ARUM', ,/ " � FILLED Wn.NC. -L- PC 18+4333
-L- STA. 14+15.56 DAVID S.COOK LV�a TGS ENGINEERS
- �.�,.�-'�, F4'r ye• ESTATE FILE HE PG 963 804-C N. LAFAYETTE ST
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O'/ F CORP. LICENSE NO.: C-0275
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-L- POT 10+00.00 DB TOO PG 121 •,ti
M �069..;., NNA, '
-L- POC 19+7823
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+ . TO EXIST + �oPQ co LAPSING e /, 1794 PG 2 ` q�tiga� SECONDARY
j/ DENOTES IMPACTS IN
EX " 46.00 50.00' ��o� WOODS o 0 GRASS /' //i
49.00' EXRA"/ S���Q� T BER HW Are �a CgCq GROWTH /
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owT 6 j�// DENOTES TEMPORARY
TO NP.CUT DITCH i I' E%ISTING R,w /'P
SECONDARY GROWTH � ''-• . g:1 EU TL-3 IC �.JI I/r r 41� wir ' •. 9Itr SECONDARY GROWTH
GRASS -,1, GRASS / -� i,15 MI TO
0.97 MI To -o '1- allifirm
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DETAIL 1 PE' 'NENT ,, END FDPS
PERMANENT + TYP, P 9.
LATERAL BASE DITCH �,, f -L-STA.17+48.29 • DERRICK COOK Nmaral 1.�.�s�°
(Not m Scale) BEGIN PROJECT HIGH WATER MARK IIv�fV'CTs 7100' / IMPACTS SHELLY COOK Groond la F`
b eLEv=9sa.ar e W000s rn 50'TAPER DB 2477 PG 265 r-.1 d
Z I DF17112.2049800 RELOCATE FENCE TERAL BASEDIfCH, P'• CN d=1,0 H.
emend _„ .� �,,F, Fill PUS FUOLSEE DETAIL 1_[ ,�' END SHOULDER + TO EXIST �o I4=2.0 Fr. Gear.>nll.
-L-47 STA 12+05.00 (BY OWNER) CLASS'I'RIP-RJ�r' / TOE PROTECTION o0
d D slopeEST 80 TONSO " !� � SEE DETAIL 2 BERM GUTTER s Type of Liner= Class'I'Rip-Rap
eB0r W 6E BEGIN FDPS k GEOTEXTILE CLASS')'RIP-RAP -L-STA.15+74.24 WOODS -
""' Min.D= 1.5 Fr. �3 -L-STA,12+32.50 / EST.170 S/ 5� EST.35 TONS FROM -L-STA.15+60 TO STA.16+65 RT
Max.d= 1.0 H, y EST.90 TILE
+05.00 EST.90 SY 2
B= 2.0 H. 46.00' PASTURE @ 02 '`30 S
Type of Liner= CI°u'I'Rip-R°p 6= 5.0 f+. DANNY N,COOK EX.RN✓ X BANK STAB) TI /+� O i2•,3-ore•
ESTATE FILE 13E PG 963 CLASS'II' RAP I EMPORARY END PROJECT s9 2,
FROM -L-STA.13+00 TO STA.14+45 LT DB 200 PG 20 / (24"THIC IN) '� IMPACTS BANK STABILIZATION DALE K.BRo�N S0.4,Ss. * DESIGN EXCEPTION REQUIRED FOR
FROM -L-STA.12+65 TO STA,14+33 RT l00 0 100 EST,230/TONS/ CLASS'II'RIP-RAP DB 1794 PG 2 06 DF17112.2049800 6941(i NPAVEMENT CROSS SLOPE,VERTICAL
■ ■ ■ ■ ■ /k / � I REMOVAL)(DEBRIS EST"THICK,KEYED-IN) -L- STA 17+75.00 `Oow, CURVATURE AND VERTICAL SSD.
• • • • •
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BRIDGE HYDRAULIC DATA 940
DESIGN DISCHARGE = 2500 CFS
'�"_���� ■ In l� •��� _ �I ����li I� ,, I a1ll ll DESIGN FREWENCY _ 25 YRSw r= m■■m�■Jmm■ o : 111,, 1 r ■ DESIGN my ELEVATION 9343 FT
G; _ q ■zim■Jmm■Jmm mRm■nA `e 1 11 ■ BASE DISCHARGE = 3738 CFS
,r�,�„ui:� •�..mm■J■■■■■J I L1111111L1 �I I11II •±I r ����� ��
930 a_�■�mm■emu mmmrl � a t�1 1 BASE FREQUENCY = 100 YRS 930
Y Fi RM4_,, au HIIIIHIIIIIIIIII'lllllllllllllI A "�1,I r���11 r I 1i'��Timil BASE MV ELEVATION = 936.6 FT
11■1111111■111■� 1 1 IIIIHIIIIIIIII'/111111111111111/'11111111 TAIL;�! II
OVERTOPPING DISCHARGEREQUEN = N/A CFS
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o m m mmm■m�^.+■r.�3_.�iu I.n�n.•■r.■. I IUUntr■-w,� L ■ ■ OVERTOPPING ELEVATION= 945.8 FT
EN ■■ ■■m■■■m�r�>r t I'_ I II■aG7 ■■
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Cr IREDELL COUNTY PROJECT REFERENCE NO. SHEET NO.
PERMIT DRAWING BRIDGE #480141 DF17/12.2049800 4
0 BEGIN APPROACH SLAB END APPROACH SLAB / �__ ___ / / / ////////IIIIIIIIIIII/// / � ;;';!/�//// WI SHEET NO.
-L- CURVE ��T� / Ti� /�'%/ S H E ET 3 O F ROADWAY DESIGN HYDRAULICS
4
-L- STA 14+04.86 4-5 -L- STA 15+69.14 PISta 12+4474 .- �� il
/////�///�/// ///E �NTiD NDINGFNALEHD B�NT. ENGINEER ENGINEER
1._1„ / /TYPE-III TYPE-III CLASSTr RIP-RAP= 0�1�4'(RTI I/////ll/Ill EST.2TONS / \a v / D �0'22'55P �r� _/� 111//d/ / '- j l/l I i/ EST 6 SY�LE / V ��
PROP. /Ad
Ll 95' 7i- /l//; /' /////// ' // �� L� ll ll FDPS � / �/ /� Y/// % 1 ! END BRIDGE Q / 53.J7 / LATRAL BASE DITCH ///// % ,h / / I ( /�Q N f M=0//I PROP. - / R'= /5 / _ - 'SEE DETAIL 1 tih^ / //// I �L STA. 1 .'F4 \
O . I .1 i SBG / -' C ��slaSilSfitl EISJTEn:i�� CLASS'I'RIP-RAP //// o / / / I 1 WDODS •sue �� \ I / / / //I I •1 V A - O
/ ( ) - .- EST.70 TONS /', o, i < l) I 1 I 1 / / ( I I I \ 1.:
\ P1'-1" 4'-5" -- �' GEOTEXTILETYPE-III TYPE-III D ��� / // EST 150 sY I VEIIJ° SQtb EIS \/ EMPRXORKPAC/ �\ BE' R1 \ \ \BRIDGE/ROADWAY RELATIONSHIP SKETCH /�- -�� ,-- //////� / o LEV '(TYP.r' .q I L 5 z.o l _
O i I -= /jr//////�/- \ I I1 7 -• DOCUMENT NOT CONSIDERED FINAL
L��-+o L/E. RV A I I I 1 / \ ,-�" \ /' �\ UNLESS ALL SIGNATURES COMPLETED
i -
FOR STRUCTURE PLANS, SEE SHEETS 1 THRU S-?? BEGIN BRIDGE 960 i/ iii DAVID ss "IG.
-L- STA. 14+15.56 /1///r _ kNGINEERS
� l I I 1 1 II III I w God \ \ 'S53--- s
- y �, ¢ 8150
ply, _WA -FILE- PG 804-SHE NE LAFAYETTE ST
8 / i jY �/// � � 348 PG � - PH (704)476 NC �0003 C S
CRP. LI EN E N .: C-0275
PT 13+0/.72 //� .i / j1//J . /
EDI AM' I I I V'0-DANNY N.0 / 5/900 Wig I/ T-L- POT 10+00.00 - OBolr ru 121 _ / / / sho L "/ / M' fL- Pf 131823 50 TAPER it/ c�Ass CA E K.B1TO EXIST + .„ Ilico LA swe ;!/ ,/B i 94 PG �.tiga•� ) ,o DENOTES IMPACTS IN
QI�+4•.. 5 .,' / Ze O T 6 HW wo DSROUW3H� BEGIN FDP V � ��� ��� +• .���VA \� ....,GRASS �i"' SURFACE WATER
// o i'�\��� �/ / -L-STAr12+27.34 f' E 1 ������� ../.'✓'� x.�Rw \� �\ ,� bsew wis '>
/ / �...a C -< � i'; owTR �� A X ___ DENOTES TEMPORARY
�,.� /'- .Q .,..R� r � '- $ �ItED TL-3 `IC b J /i ai� -see'o sAauT E uv� IMPACTS IN SURFACE WATER
. - 4 ,a))._. !r,.+� -
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(^✓ / C/ ' IR'SS C- �� GRAB _ .- .��.pp.�ip�, {, �� � ""..
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7 SR l58/(DAMASCUS CHURCH OJ ., / {/ '/" �! *ry�I }�q■ �+y
l I y / l U / SR 158,5 CA77LEM�NS RD.IDS, 2' --.. A i �//Z'J'IY� iR�Y�.4Af - /- *^_'.�-]�11.42. '`'.IL`1�.0'_5"I585 CA TLEMANS R\l8'BST _4, \ / -----------------------------1
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3
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/ / 1 �./ / 31C .. ---\ , IND,•1'GROWTH. 4. I .. _. -� C / F '_ rr 1 -��-_ _--- - DETAIL 2 '
yp ©� - .... � �q ' �P��.�.�.. - r..
!T^�
/ ' TOE PROTECTION
/ �� / -/ 9 - ��� ���, I EX.RM I V , A cEAss----- I PROTECTION
/ /�/ // -L- PCllt9F7 / ►r / �/� v \
DETAIL 1 j// -- ,, , �, END FDPS�v + TYP. \ P°�es
/ LATERAL BASE DITCH / �� � f NENT----- _�--STA 17+413.2,9 1' .��
I Not.Scale) BEGIN PROTECT ! TERALBASEDicH/ TS �� DERPoL COOK Gr.."' °`see°
PE' NENT / PERMAN \\ /eyS iLY cook Gr.."' b e
HIGH V=93 MARK IMP,CTS oo IMPAC
w / b / i" eLev=eae.ar " 71 oo ' -. \rn 50'TAPER -. DQ 24N-PG 265 1-7 a
z DF17112 49800 RELOCATE FENCE ---- a IO Ft.
�W d ,r. E° PASTURE -L- ST 12+05.00 (BY OWNER) SEE DETAIL I TOE PROTECTION END SHOULDER TO EXIST • �'*oo -- b 2.0 Ft Geote#ile
D LAss'r RIP - /� SEE DETAIL 2 BERM GUTTER
�� -- °s d Slope /
/ / BEGIN FD S EST.80 TONS, '1 V v / -- Type or Liner Ciass'r Rip-Rap
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Stream Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Map ID Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 14+35 TO 15+25 LT & RT BANK STABILIZATION & TEMP. ** 0.01 0.04 115 10
WORK PADS
1 -L- 14+25 TO 14+95 RT DEBRIS REMOVAL ** 0.03 98
(TOTALS*: 0.01 0.07 115 108
*Rounded totals are sum of actual impacts
**Notes:
1. ALL IMPACTS SHOWN ARE FOR SNOW CREEK.
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/14/2021
IREDELL
BRIDGE #480141
DF17112.2049800
Revised 2018 Feb SHEET 4 OF 4