20191460 Ver 2_work plans_20200921

See Sleet 1-A For Index of Sheets STATEOF ISO I"TH CA II OLINA N.C. rtEBR-0121� 1 �
See Suet 1-B For Conventional Symbols
m See Sheet 1C-1 TO 1C-2 For Survey Control Sheets DIVISION OF HIGHWAYS n.,.— ..=a.-
67121.1.1 PE
1 I
_ _ r
lip
SAMPSON COUNTY
*.t.) '...1) 133 Raleigh,N.C.27606
LOCATION:BRIDGE Na 810178 OVER SEVENMILE SWAMP Franklin
R6.
N • ON SR 1804 (HOUSES MILL RD.) ENGINEERLLING
a«a 9„aa'ElI
ENGINEERING Ia.; 919 esi 8/07
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8
- �� TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN
/' TYPE OF WORK: GRADING,DRAINAGE,PAVING & STRUCTURE MIL/SITE DESIGN-G/S/GPO-CONSTRUCTION OBSERVATION
_I _ 139 zz
09
\ 6 IG ��_ WETLAND AND SURFACE WATER IMPACTS PERMIT BRIDGE #810178
1510
6S 5Ne l aalsbl PERMIT DRAWING
C� 7 ,// 15 35 ���5 SHEET 1 OF 5
v I P.P"sal`
W1 1883 / 11,
O
Pliml NAD 83/
SITE I NA 2071
BEGIN BRIDGE END BRIDGE
-4 STA.74+93.50 -L-STA./5+98.50
(1
_U 1
SR 1804(HOUSES MILL RD.
SR 1846(SEVEN MILE CHURCH RD.) SR 1845(ROSIN HILL RD.)
BEGIN NCDOT PROJECT BR-0121 �0\------... END NCDOT
U POT STA.13+10.00 PRO CT BR-0iu
ENV -Z-POT STA.18+33.50
9
.3
0
INCOMPLETE PLANS
— o CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED DOC EN Nux NOT CONSIDERED UNLESS reo
W THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
t
1 ( , DESIGN DATA Prepared for: HYDRAULICS ENGINEER
�.I GRAPHIC SCALES PROJECT LENGTH DIVISION OF HIGHWAYS
ADT 2019 = 150
STRUCTURES MANAGMENT UNIT
50 25 0 50 100 1000 BIRCH RIDGE DRIVE RALEIGH NC,27610 0p MOR N
l i i i,_� LENGTH ROADWAY PROJECT ER-0121 = 0.079 MILES PB � D'o
S 2018 STANDARD SPECIIIICA]TONS >p
PLANS LENGTH STRUCTURE PROJECT BR-0121 = 0.020 MILES
T = 6 % ` RIGHT OF WAY DATE: EDWARD G.WETHERILL,PE
SO S 0 SO 1 0 APRIL 3, 2019 PROJECT ENGINEER srxnrDxe.
l'R"� V = 55 MPH TOTAL LENGTH PROJECT BR-0121 = 0.099 MILES ROADWAY DESIGN
t(TT$T =3% + ENGINEER B S.
as
P O PROFILE(HORIZONTAL) DUAL =3%) LETTING DATE: GREG S.PURVIS,PE .4'P MO'
0 75 10 20 FUNC CLASS = DAVID STUTTS,PE OCTOBER 3,2019 PROJECT DESOGE ENGINEER 00 70PE
So ry r , RURAL LOCAL NCDOT CONTACTS PROJECT axcr*0ex-PEEPROORAM MGT PE
g S a`v,`"'PROFILE(VERTICAL) J SUBREGIONAL TIER n I

PERMIT DRAWING FaoM°:A e;"aT a°;oR STN.tat RT. g 5 TM APPROACH;� TYPE 111 5. 9B.,o „23blere Franklin. Tw�'aPROJECTBR-012/No SHEET NO.
ENGINEERING t.".,919 S1 B of
SHEET 2 OF 5 3 ®® mw� i;a `� ROADWAY ENGINE `"MC HE�"° ENGINEER
SITE 1 _
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PATRICIA W.WARREN SKETCH SHOWING BRIDGEWAVEMENT RELATIONSHIP N
GRAPHIC SCALE
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DEBRIS.
DERL'NP<AOA"P<" N 0226'22•E Q
nE 50 WW2 es EO WARREN FARMING CO. WARREN FARMING CO.
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ARREN FARMING L0. __ �—
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VI WATERLINE
SION _.. " - , T..°_ E P R�
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SAMPSON.60.PDBR UTILITIES •// aE/ .G T� + •
AL l i µIP�` aooG aNOTBaVID INSTALLORDINARY
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No"MINIMUM
o DEPTH.
TS ENT s.
DENOTES FILL IN i ,� ,,� I BUILDINGal
WETLAND _ /�� IMPERVIOUS Y' IF ` IMPACT TO To0riwn°H SITU E
o //�///� DENOTES IMPACTS IN IDE
NI g BARRIER G -- WETLAND/7////// SURFACE WATER I//K- IE K• IE K- 'oos� _ IF M047 IE 5500 IE IE IE IE IE IE IE IE IE WK.
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WARREN FARMING CO. 1 STATE OF NORTH CAROLINA LINDA W WHITFIELD SEE SHEETS 5-1 THRU 5-3
FOR STRUCTURE PLANS N
160 - • 160
150 - 150
•
\ W PI=13+83.44 W ¢ STATION 15+9,5 L
111111111INIMIIMINIII I IIMIN1II11111111
0o cD, PI=16+78.14 PI=17 2.18' 0 111111N1M11M1N111111M1N1N11111111
Qo EL=/3I90' aro ELEVATION 13e.39' m EL=132.79' EL=13218' 4N1
5Y 1.6O• V0=/05' vc=90' IIII■IIIII111111■IIII11111111
coQ VC=9 �N 0GEED EAR oo' orn
140 oNo K-79 m�so DEGREE SKEW � K IO K=/2/ s�N 140
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s. .w
I130 — ( i — -- •Gl z� I 130
!! MEETS SUBREGIONA — — — J J 1!1111111111111 1
•: p� 1!11 (TIER GUIDELINES W '" - ELlsv.=128.8 -o =
120 30'-,D° Ip1 LOWESCNLOI • 120
y _' II Ex6AVATE TG ME
— __ —E
_
ATE TO
ELEV. 126.3
. ELE =1ROT FEY
RAP = == == === -i BRIDGE HYDRAULIC DATA
11 L IIRIP RAP NP3.5 !1
GRADE DESIGN DISCHARGE 25 CFS
A. 110 POINT KEY IN 3.5' WSON 2 zo. �1E __ —- : R DESIGN RIOFREAGENGTVAT - 25 YRS 110
r _�� ELEV. 121.3 =um a —a m� all DESIGN MV ELEVATION IONS FT
1.
f ,tg / •— f I I ::m�::�:�::: �. ... BASE DISCHARGE 2ICV CEO
€ I 6+ .0.02 1 O.o2 \ I�BB.. :... =..M=OM=llllll My•u BASE HIV ELEVAT 13D FTS
66 _� I —••_—��_�_lll • BASE HIV ELEVATION 100S FT
1♦11111— —••_—••_•_••• OVERTOPPING DISCHARGE- 3300+/-COS
9._100 OLOAS'RED
.AO1O OIO.IODOI TO.1.
301 OIO.L11 IIII1111111111, 111111111111111111111 OVERTOPPING FREQUENCY= 500+ YRS 100
a OVERTOPPING ELEVATION= I32I FT
_ M11111� ■il1i■11111111111■111
9 90 e::::::BEE TYPICAL SECTION c IIII I1 II11 III I DATE OF - Iz//IN 90
liiiiiiiiii— • !...I. II!II!.!IIIIL.I!�.II _ AT DATE OF SUR✓EY 1273 FT
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an 1.11111111.. III-IIIII_ 051 ELEVATION. 128.83 BM2 ELEVATION• 130.12 80
N E 2186715 N 52396A E 2166768
1�111111�11♦� 111_11111— STATION 16.01.32 73.07 RIGHT L STATION 19.80.35 136.19 RIGHT
2o 7 I,IIIIII'I„ III-IIIII_ BENCHTIE NAIL IN.141..HAROVD00 BENCH.IE NAIL IN 12'HARDWOOD 7n
§@I 10 11 12 13 14 15 16 17 18 19 20

PERMIT DRAWING PROPOSED TEMPORARY STREAM
SHEET 2A OF 5 _ EXCAVATION IMPACTS
STREAM IMPACTS o�7 o
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DENOTES IMPACTS IN 2 0 ■•■•■• 2
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/ DENOTES TEMPORARY
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IMPACTS IN SURFACE WATER
/ DENOTESCLEARINGND BARRIER

d \\„ , , H D BRIDGE 1222,a,..Franklin Rd. PROJECT REFERENCE No. SHEET .
wvi ,Diu J i GUTTE 8 5 a`APPROACH S•s SLAB
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PERMIT DRAWING J';; ;';q�.:BER TO 3TA.E4+N PA ET. 3:q r I 3D.f�' ";.{„+ Dawn.No.Ne3TT G/eR olzl HE 4NG
W— 919 89'1 810] RW THEN NO.
SHEET3 OF 5 - ,; ,10 - �w,,, ROADWAY DRAMMG ADwnx DESIGN ENGINEER
100' 0' 100' 1;;I,IIIJ(/•- ;'J�i 'Z III BGIH�SrtI 5,1�Ge �FND'nrrRDncH T - -
00157,1/17-1011 OBSERVATION
O SITE T'•-., =ry' P3.3D
.......... )jai i l��llll'�I'11i ':\ ' J A PATFiCIA W.WARREN / °S60 ___ f TA.,c+D oc` N INCOMPLETE PLANS
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1/1 DENOTES TEMPORARY I JJ oo
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i'59 1_ STATE OF NORTH CAROLINA LIND4 �I TFIELD
WARREN FARMING di,,,,,?J- i c, /', , __- w.1H1 ` SEE SHEETS 5-1 THRU 5-?
'±,��_ -� ' FOR STRUCTURE PLANS
160 160
150 �., - 150
v 'r W PI-13+83.44 W rC STATION I5+46.9 L PI 16+78.14 PI=17+80.00
, EL=/3190' oro ELEVATION I32.39' m EL=132.79' EL=132.18' W5 1
5'I6 50'
coQ VC=146' mN}•coRED sLAA oo VC=I05' VC=90' �"' _
14n � o K =79 m�so DECREE sKEw K -Ill K =121 s+,K1 - - -- - - - - - - - 140
z_� EX.K=36 zv 2'D.CAPs m'o DS=55MPH D6 -53MPlI `-'°";
5/ DS=45MPLP �d Rvno �nNG Ode'.
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83' J MEETS SUBREGIONAL Nws N /Xa� .
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120 00'IID° LOREscRLOFD • 120
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v Y '-1 ExLAVATE TO ELEv.=126.E
' ELE =12a CL. RAP BRIDGE HYDRAULIC DATA
CL II RIP RAP KEY NP3.5
e GRADE DESIGN DISCHARGE = 1400 CFS
f° 110 - KEY IN 3.5' I WSON 2/]/208 DESIGN FREQUENCY - 25 YRS 110
t POINT ras?. 121.E DESIGN MV ELEVATION I299 FT
C ,tg / .. - I - BASE DISCHARGE = 2ICV CFS
130.5 FT
€— 6+•' �.02 1 0_� �..',I BASE OBASE W ELEVCYAT ION = 130 FTS _
66 JJJ I. OVERTOPPING DISCHARGE- 3300+/-CFS
4-,QO OO OOIO OIOOIO OIOOIOOIOOIO OIO opi
I OVERTOPPING FREWENC/= 500+ YRS 1 OO
01 CORED SLAB BRIDGE I„CORED SLAB UNITS) OVERTOPPING ELEVATION= 132) FT
9 9n TYPICAL SECTIONRucN AR,. • DATE OF SURVEY _ l2 /lN
Ar DArE of suR✓Er - lzT.3 Fr
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f
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L' Rn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII BN1 ELEv0TION. Ize.a3 RN2 ELEVAr1ON. 13G.1J 80
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E 32 73.5 STATION
E 2166T66
'6' -- L STATION AI.0 IN I J3HAR RIGHT L STATION AI.8IN 1 13H.R9 RIGHT
RENCHTIE NAIL IN 14' HARDWOOD BENCHTIE NAIL IN 12'HARDWOOD
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BRIDGE #810178
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW W Impacts Impacts Stream
No. (From/To) Size/Type W tlands W tlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L-16+50 to 18+10 70'Bridge <0.01 <0.01 <0.01 0.01 40 70
TOTALS*: <0.01 I <0.01 I <0.01 0.01 40 70 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/1/2019
Sampson Co.
BR-0121
Revised 201310 24 SHEET 5 OF 5