20210297 Ver 1_Permit Plans_20210322

P NORTH I���I CAROLINA
/ {, + Index
C {, 1 STATE O F N O S H STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
m .52E Sheet A For 1�U 2X of Sheets S `L�/� NO. mum
8
' / 1311 _ Novo 17BP.14.R.205
0DIVISION
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r J 114I V ISION OF ll 1IIGHWAYS STATE PROD.NO. P.A.PROD.NO DESCRIPTION
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N 1152• 1310 < 17BP.14.R.205 WA PE
'SibT;(-) i( 11 17BP.14.R.205 WA RAN & UTIL.
1153
17BP.14.R.205 WA CONST.
I
1308 CHEROI<EE COUNTY
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1130 1 V)„30 , 1308 1307 ( ) LOCATION: BRIDGE #190182 OVER UT TO PERSIMMON CREEK
1131 +�� `, 1127 1303 Z ON SR 1127 (BELL HILL RD)
GreeK 116 if 130
1131 e(s;mm°n -
,AN P 1172 LOROC,TI '127 TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
i �. 130. � Q
2011
113
V1114 / ,_
CT, VICINITY MAP
'�i —0-0 S OFFSITE DETOUR
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-L- STA. 14 + 00.00 /i / /
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BEGIN PROJECTf' R1127 %%/ / //
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17BP.14.R.205 Nam ' // %%
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END PROJECT
r/Q 17BP.14.R.205
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0, DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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0 ."`I�ICAR"'� HYDRAULICS
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NCDOT CONTACT:: ADAM DOCKERYL GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,opt"...••.°1:�.,,, ENGINEER
U PLANS PREPARED BY: PLANS PREPARED FOR: ,�`�`;`;.E../p'•.9
ADT 2015 = 860 NORTH CAROLINA DEPARTMENT 5 :v T.-% f.
r 50 25 0 50 100 TiGS TGS ENGINEERS OF TRANSPORATION SEAL NO
O % S IVF.==.s 804-C N.LAFAYETTE ST 038697 ®�
N 1 11 T = 6 SHELBY,NC 28 150 DIVISION 14 + ��' '®�
PH (704)4T6-0003 345 Toot Hollow Rd 'F'VG I NE`.Q`• ��'
PLANS V = 35 MPH LENGTH ROADWAY PROJECT 17BP.14.R.205 #190182 =0.071 *�CORP.LICENSE NO..C-0275 Bryson City,NC 28713 ...y'•• �®
v_ o D LENGTH STRUCTURE PROJECT 17BP.14.R.205 #190182 =0.005 ■� %;/�a .. .`�,, P.E.
TTST =3/o DUAL =3/N ' JIIJII.. SIGNATURE:
50 25 0 50 100 RIGHT OF WAY DATE:
0 TOTAL LENGTH PROJECT 17BP.14.R.205 #190182 =0.076 "7ATO,
[� JIMMY L.TERRY, PE o° ca Ro ',, ROADWAY DESIGN
1 11 MARCH 1 7, 2019 PROJECT ENGINEER 6�.........'•.,N,�
> FUNC CLASS = ;�2/.605�•"•-f% ENGINEER
PROFILE (HORIZONTAL) :Q° °N9'• �+ *
D? LOCAL — RURAL - '` SEAL " r p°P -86�> ®
al o O LETTING DATE:
10 5 0 10 20 AUSTIN R.TURNER, PE 35018 s
p U1 PROJECT DESIGN ENGINEER •'F'YG I NEFQ'y.
�zL V SUB REGIONAL TIER ,
N!co / PROFILE (VERTICAL) /` /` 2018 STANDARD SPECIFICATIONS ,,''........II.I" SIGNATURE: /\ /
I--X=

6 PROJECT REFERENCE NO. SHEET NO.
/7BPJ4.R.205 IA
I ROADWAY DESIGN
co
ENGINEER
4��FE55/p ls%
SEAL
35018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS EFF. 01-16-2018
EFFECTIVE: 01-16-2018 REV.
1 TITLE SHEET REVISED: 2018 ROADWAY ENGLISH STANDARD DRAWINGS
lA INDEX OF SHEETS,GENERAL NOTES,AND STANDARD DRAWINGS GRADE LINE: The following Roadway Standards as appear in"Roadway Standard Drawings"
GRADING AND SURFACING: Highway Design Branch-N. C. Department of Transportation- Raleigh, N. C.,
Dated January,2018 are applicable to this project and by reference hereby
1B CONVENTIONAL SYMBOLS THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED are considered a part of these plans:
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
RW-01 THRU RW-_ SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE STD.NO. TITLE
CONTROL AND PROPERTY TIES ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
DIVISION 2- EARTHWORK
2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CLEARING:
200.03 Method of Clearing-Method III
2C 1 SPECIAL DETAIL GUARDRAIL INSTALLATION W BEAM RAIL SECTION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.02 Guide for Grading Subgrade-Secondary and Local
METHOD III. 225.04 Method of Obtaining Superelevation -Two Lane Pavement
2C-2 SPECIAL DETAIL-A.T.-1 SYSTEM END UNIT ASSEMBLY SUPERELEVATION: DIVISION 3- PIPE CULVERTS
3B-1 EARTHWORK, PAVEMENT REMOVAL,AND GUARDRAIL SUMMARIES, ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 300.01 Method of Pipe Installation
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN&UNDER)& STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 54IN&OVER) SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 5-SUBGRADE,BASES AND SHOULDERS
SECTIONS.
560.01 Method of Shoulder Construction
3G-1 SUMMARY OF SUBSURFACE DRAINAGE,AND SUMMARY OF SHOULDER CONSTRUCTION: -High Side of Superelevated Curve- Method I
AGGREGATE SUBGRADE/STABILIZATION
ASPHALT, EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF DIVISION 6-ASPHALT BASES AND PAVEMENTS
4 PLAN AND PROFILE SHEET SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
654.01 Pavement Repairs
TMP-1 THRU TMP-3 TRANSPORTATION MANAGEMENT PLANS SIDE ROADS:
DIVISION 8-INCIDENTALS
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS SUITABLE CONNECTIONS WITH ALL ROADS, STREETS,AND DRIVES ENTERING THIS PROJECT. 815.02 Subsurface Drain
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.00 Concrete Base Pad for Drainage Structures
EC-1 THRU EC-6 EROSION CONTROL PLANS INVOLVED. 840.18 Concrete Grated Drop Inlet Type'B'- 12"thru 36" Pipe
840.25 Anchorage for Frames- Brick or Concrete or Precast
UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS SUBSURFACE DRAINS: 840.27 Brick Grated Drop Inlet Type'B'- 12"thru 36" Pipe
840.29 Frames and Narrow Slot Flat Grates
X lA CROSS-SECTION SUMMARY SHEET SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 840.45 Precast Drainage Structure
LOCATIONS DIRECTED BY THE ENGINEER. 840.66 Drainage Structure Steps
862.01 Guardrail Placement
X 1 THRU X-3 CROSS SECTIONS
GUARDRAIL: 862.02 Guardrail Installation
(Special Detail for Sheet 6 of 8)
C-1 THRU C-5 CULVERT PLANS THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 862.03 Structure Anchor Units
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.01 Rip Rap in Channels
SUBSURFACE PLANS:
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NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
° MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
m
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE BLUE RIDGE EMC AND FRONTIER COMMUNICATIONS
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
0
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RIGHT-OF-WAY MARKERS:
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6 ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
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7(? HIGHWAYS
( q �Y PROJECT REFERENCE NO. SHEET NO.
STATE OFNORTH CAROLINA, DIVISION OF HIGHWA Jl S /7BP./4.R.205 I—B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line Water Manhole O
Standard Gauge I Hedge
County Line CSXTRANSPORlA7JON Water Meter o
RR Signal Milepost MILEPOST 55 Woods Line
Township Line Water Valve
Switch I I Orchard e3 e3 e3 e3
City Line SWITCHWater Hydrant
RR Abandoned — — Vineyard I Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*)
Property Line RR Dismantled EXISTING STRUCTURES:
P Y U/G Water Line LOS C (S.U.E*)
Existing Iron Pin R MAJOR: U/G Water Line LOS D (S.U.E*) ,
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I ACC Waicr
P P Y Above Ground Water Line
❑ Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall— ) CONE WO
Property Monument ECu
Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR:
Primary Horiz and Vert Control Point 0 Head and End Wall / CONC HIVExisting Fence Line TV Pedestal
Proposed Woven Wire Fence
o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
U/G TV Cable Hand Hole
New Permanent Easement Pin and CapO Footbridge >
Proposed Chain Link Fence 0 U/G TV Cable LOS B (S.U.E.*)
Proposed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB flC6
U/G TV Cable LOS C (S.U.E.*)
Existing Right of Way Marker A Paved Ditch Gutter
Existing Wetland Boundary WLa— U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary a Existing Right of Way Line — Storm Sewer Manhole
New Right of WayLine U/G Fiber Optic Cable LOS B (S.U.E.*)
Existing Endangered Animal Boundary a g ® Storm Sewer *
Existing Endangered Plant Boundary a RightWayCapU/G Fiber Optic Cable LOS C (S.U.E.*)
New of Line with Pin and ® A UTILITIES:
U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary HP0 New Right of Way Line with ® ® POWER:
Known Contamination Area: Soil ;v—s—;V.—s— Concrete or Granite RAW Marker y GAS:
Existing Power Pole
Potential Contamination Area: Soil —s— s New Control of Access Line with 11 Gas Valve O
Concrete C/A Marker ® ® Proposed Power Pole U
Known Contamination Area: Water -=®.—w—=V,—w— Gas Meter
ExistingControl of Access cam, Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.*)
Potential Contamination Area: Water -A—w-12 —w Proposed Joint Use Pole
New Control of Access CD U/G Gas Line LOS C (S.U.E.*)
Contaminated Site: Known or Potential Power Manhole O
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE' New Temporary Construction Easement E Power Line Tower Ayc Goo
p rY Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap O Power Transformer E
New Temporary Drainage Easement TDE
Sign 0
s New Permanent Drainage Easement PDE LUG Power Cable Hand Hole E SANITARY SEWER:
Well ° H—Frame Pole 11-11 Sanitary Sewer Manhole 0New Permanent Drainage/Utility Easement DUE Sanitary Sewer o
Small Mine O U/G Power Line LOS B (S.U.E.*)
ut
New Permanent Utility Easement PUE
Foundation I I U/G Power Line LOS C (S.U.E.*) — -- U/G Sanitary Sewer Line
New Temporary Utility Easement TUE
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE
Cemetery I fi SS Forced Main Line LOS B (S.U.E.*) ——— F-s ——-
TELEPHONE: SS Forced Main Line LOS C (S.U.E.*)
Building h P ROADS AND RELATED FEATURES: FS
School Existing Telephone Pole ♦ SS Forced Main Line LOS D (S.U.E.*)
I I Existing Edge of Pavement— Proposed Telephone Pole - �
Church ii Existing Curb -----
Telephone Manhole O MISCELLANEOUS:
Dam Proposed Slope Stakes Cut Utility Pole 0
HYDROLOGY. F Telephone Pedestal M
Proposed Slope Stakes Fill Utility Pole with Base
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp .C > Utility Located Object
Hydro, Pool or Reservoir - — U/G Telephone Cable Hand Hole "H
Existing Metal Guardrail T T TUtility Traffic Signal Box
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) T
�s Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) ——i-
Existing Cable Guiderail n n nU/G Tank;Water,Gas,Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*)
Proposed Cable Guiderail nnnnUnderground Storage Tank,Approx. Loc. UST
Flow Arrow E U/G Telephone Conduit LOS B (S.U.E.*) TC
Equality Symbol A/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) — EE — L
Pavement Removal Ik��( Geoenvironmental Boring
Spring o�_'.�_ U/G Telephone Conduit LOS D (S.U.E.*) TH —
Wetland VEGETATION: U/G Fiber Optics Cable LOS B (S.U.E.*)
o U/G Test Hole LOS A (S.U.E.*) 2
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) - ———r F°———
Single Shrub 0 o End of Information E.O.I.
Sump U/G Fiber Optics Cable LOS D (S.U.E.*)False

-L- CURVE DATA -L- PT 19+24.32 NIz`0ge'W CHEROKEE COUNTY PROJECT REFERENCE NO. SHEET NO.
c PI Sta /3+5930 PI Sta 15+75J4 PI Sta 17+98.03 -L- PRC /6+63.86 -L- PC 19+69983j w N G636Z3`E a3 BRIDGE #190182 /7BPJ4WRSH0NO 4
D = 28'38' 2.4'RTl DD = 548'35.5" DD = 30158 1.8'(LT) 533155.OS FLOODPLAIN BENCH gg'3,I, S II6.19. "W Nog89q' ROADWAY ENGIN ENGINEER
ENGINEERS
L = 7.20' L = 220.63' L = 260.47' 3q2, W LINED WITH COIR FIBERMATTING S q 9 6'
T = 3.60' T = 131.91' T = 134J7' s EST.TOTAL
COIIR FIBER S 03 MTL ALLAN COBOURN J`�'l+'CAROL.., **' C600,o
R = 200.00' R = 160A0 R = 440A0 CARPORT'S_ 5 DB 1573 PG 1023 .2.... S5/•..''
SE = OA4 = ss. PROPOANE i'� ▪ 1.,,P E Ql,,. : 9EESS/oN;ss
DS = 30 MPH DB I5 L.MANN TANK y;
DS = 25 MPH p DB 1512 PG 53 y e ® ��-' SEAL _
�-9• LANDSCAPE -L- PT 20+67.0/ SEAL '`
h e LATERAL'V'DITCH GRAVEL !N' ND / i 1▪ . 35018 i° 038697 °
rn SEE DETAIL D , I y'8-a RAMP/ ....../
:,F� Ea', ;••F Ea'
3990j, I MEAT ',c •
w'I� \�/ / %��;••.cINE••:' ` %.p•.°NGiti..
DETAIL A DETAIL B CLASS IRIP RAP(TYP.) s 3e. \ PUMP ` / �.,M4..y L.....�,, ,qy�.*B. ..�':
SPECIAL CUT DITCH LATERAL'V'DITCH EST.TOTAL 50 TONS 'gF' \\ •1 '�luuYlll�`` ��..............
B' `
I Not to SraI I (Not to Scalel „4 ��\'G\G\\OJJ"` APPRO MATE LOCATION ,,co aP�q'N GR --��
Fraat STANDARD 'V'DITCH �ioy i/LIFTOF SE^TIC TANK WITH BST '99\ ��
Ditch b SEE DETAIL C `@/ s PUM• ANo DRAIN FIELo ■ RRTIE cLD
LIFT J ••_"w,� �,�1-� UNLESS ALL SIGNATURES COMPLETED
PY 'NT Sso° h ' \. e`Qy� }� IT
-L-STA.17+00 TO 17+50 RT DB 1441PG 118 ' ,,,.. s 4°\2'3T E • .1 I I 6> I GONE * �% EIP
-L-STA.15+77 TO STA.17+00 RT y. °v-5 g,30 83.00' F'p SIDEWALK .' �-*-
EST DDE=35 CY .S` 0 1 L)4A5 3'WD+.,.11 cWD DI " LANDSCAPE *� ..
/ BEGIN FDPS
DETAIL C -L-srA.1s+63.7o s3.00' o � 54.00' 40.00' GRAVEL � {.� �.. E
STANDARD 'V'DITCH DETAIL D CLASS B RIPRAP END FDPS �*� 0 S��N / ' -- 2O»
1, •-�����,,,... ER -L-STA.17+90.35 - 0 i
¢ 5 TONS,14 SY GEO z T`� �'�t 40.00' co' mpg, /01 �, G/ ylo / ...--
LATERAL N D
(Norm saalel 'V' DITCH O + • P IF +: + EXIST SHG �0- s / A
(Not to Scale) 5 09°45'14'W S 17°36'10'W�¢ _ 40 00y i 1 50 00 ,ETO 1 a ,J."' E �gE"- �." \err. /GR/
Nawral Naarvl b 85.22' 43.09' GRS ZI• \ a /� F I� ���- I4 051 )Y� /
Groand 1 Ground Natural , Fill 3I10•♦b\ R 1� � • Y 1\' '474�! 334- o SR IN / / / /
F Slope ro ���: // /, 7�/���������/!_ �� /
D 1' Ground D 3` 50:1 CONC-1 \ ;: 1 4 7� U V ' ,� 9 0 G P a', l I
Min.D=1 F. R Min.D= 1 H. -J_--_\\ rf `ir� �� r�. / I / /
b= 2 Ft. PROPOSED ASPHALT DRIVE 2gO •'. - -�.- r.�I � / /
-L-STA.15+83 TO 16+34 LT - GR► � ,� .�t��� ; / /
EST DDE=20 CY rl ` I /
-L-STA.16+46 TO STA.18+00 LT 50.00' r � �� / /
EST DDE=65 CY 4'i-/Li■-a.+v'.r, , i!/�-�•i / / / WILLIAM T.MIZE
+26.00 ®4y4r;, ���'/ -1-)- ��� EX.R'W / / �< / /�4 DB 1171 PG 676
b/6'
35 83' . ��,I ROCK Ha a W L ,0>taati �I m� .0 1 / ��' /
30.00' ., - ,�// t 40.00' / 2. \�U
-L- PC /4+4323 + 4 �lif
�I **10, ?QE 40.00'' END FDPS / /
30.00' / ��Y_` -L-STA.17+36.48 / / / /
So E 1 f , C-L-ST'. 6+19.12 SPECIAL CUT DITCH /
q$30.g9' 8005E - AA 40.00' SEE DETAIL / / END PROJECT
S g0.• q +90 00 LATERAL'V'DITCH
a a 67.00' SEE DETAIL B / / 17BP.14.R.205
PROP.EXCAVATION (TYP) / /
N 0I a y rn r0.00' l ' EST.TOTAL DDE=55 CY -L- STA 1 8+00.00
I BEGIN FDPS
O d�" W - -L-STA.14+00.46
in ,�56 aN RAYMOND COSTELLO y,�O 1 fa 4 Y mO4S ti5 L PT /3+6290 DB 1562 PG 240 „" L A. ' #, PER uslc LATEs� 1 ' END of uNE THOMAS EDWARD BENNETT
-L- PC 13+55.70 , +w.00
30.00' r M 40.00' DB 1403 PG 270
EX'R'W 1, • • '"a; m FOR STRUCTURE PLANS, SEE SHEET C-1 THRU C-J
EX.W k BEGIN PROJECT / NOTE: GUARDRAIL OVER CULVERT WILL REQUIRE A
��. $ 17BP.14.R.205 MOMENT SLAB. (SEE RSD 862.03 (SHEET 7 OF 7)AND
i' j -L- STA 14+00.00 STRUCTURE PLANS FOR DETAILS)
:: 1 1 1 1 I I
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE = 520 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 1555.9 FT
BASE DISCHARGE = 750 CFS
1,600 BASE FREQUENCY = 100 YRS 1,600
�- BE. b `' J BASE HW ELEVATION = 15572 FT
• �_ ■■■■■ ■■■■���■�■�■■■■�■■��■■■■■■■■■■�■■■� 1 OVERTOPPING DISCHARGE= 600 CFS
oMytiiilil■1111111111■. ■■■ ■ ILLLLLLL�
ELEV. ` 1 1 17111171177 : OVERTOPPING FREQUENCY= 50+/- YRS
1 590 ■ �, �I��1111111I111111 1-4,„.
N aE �111111111111 : OVERTOPPING ELEVATION = /5565' FT 1 590
/ 111111111111 111111111111 �'I lamluammilaum.m012151liillillilil::::::::::::F I m• ■:••• •OVERTOPPING ELEVATION OCCURS
� 000 o ■ ■ ■ AT -L- STA/6+80
L 111111111111111111 ' !""G!I 111.111• :.1 IIIIIIIIIIII riii17:
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1,580 ■FL ■!! o0 00■ ■■■■ 11111111!!!!!!77!!!7!!!!!!!!!11111111■ ■■■ I
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.!�, l -� .���;.h �l Ihii1111 ���II�IIIii I i� IIIIIIII I II Willi 1111111111 1 ■■■:
,70 `. �'i•I I"IIIIIII /1111 IIuiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 III 1 1,570
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�� �''111�,' 'N 1,560 �. ,1.. �. 1,560
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orX�

BM#2 RAILROAD SPIKE IN BASE OF 18" WALNUT TREE SOUTH OF BRIDGE; 45' LT OF
STA. 15+71 -L ELEV. = 1558,83'
NOTES:
0 E
L
li- liLREMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT
PROPOSED GUARDRAIL PREVENTS DEBRIS FROM FALLING INTO THE WATER.THE CONTRACTOR SHALL SUBMIT
\ ROADWAY DETAIL& PAY ITEM)(TYP.) DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
o '
CLASS Iri / a
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,
RIP RAP w I ''\ SEE SPECIAL PROVISIONS.
ir-: (ROADWAY DETAIL m
& PAY ITEM) ASSUMED LIVE LOAD - HL-93 OR ALTERNATE.
0
brivo� ^N '\\ LATERAL 'V'DITCH FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
*LAI rii J (ROADWAY DETAIL
\ N I & PAY ITEM) FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
il
Ilk
+4**
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
��
A. \ CULVERT SHALL BE DESIGNED FOR A MINIMUM FILL DEPTH OF 1'-6"
� �I �� / 1 7°00'O �URVE AND A MAXIMUM FILL DEPTH OF 4' 0".
141kihip ,\ FOR CULVERT DIVERSION DETAILS,SEE EROSION CONTROL PLANS.
29 , THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT
STA.16+19.12 -L- — 112„ ���I�, BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL
.% . V,... , .��2,0 PROPERLY TAKE CARE OF THE FILL.
��/1 FOR ALUMINUM BOX CULVERT,SEE SPECIAL PROVISIONS.
�' THE DETAILS SHOWN HERE ARE FOR GENERAL LAYOUT ONLY.
EXISTING STRUCTURE �, THE SUPPLIER SHALL SUPPLY DESIGNS AND DETAILS FOR REVIEW
AND APPROVAL THAT MEET THE REQUIREMENTS OF AASHTO LRFD BRIDGE
4
1 7411,111111140,
DESIGN SPECIFICATIONS,SECTION 12,AND ARE SEALED BY A NORTH
i o � CAROLINA REGISTERED PROFESSIONAL ENGINEER.
UT TO PERSIMMON CREEK1117 14 UNLESS OTHERWISE INDICATED,IHE SUPPLIER SHALL DESIGN,DETAIL
�� ����� AND FURNISH ALL STRUCTURAL ELEMENTS AND HARDWARE.
j l� •�• CLASS I FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET C-5
,i ,t, RIP RAP
(ROADWAY DETAIL THE EXISTING 1 SPAN STRUCTURE (1 Ca 18'-6'l WITH A CLEAR ROADWAY
II & PAY ITEM) WIDTH OF 19' 0"WITH A TIMBER DECK ON TIMBER JOISTS AND WITH
l! �\ A 1 �/Z"ASPHALT WEARING SURFACE;WITH A SUBSTRUCTURE CONSISTING
I. OF TIMBER CAPS & TIMBER POSTS AND SILLS,AND LOCATED AT THE SITE
..
li OF THE PROPOSED BRDIGE SHALL BE REMOVED.THE EXISTING BRIDGE IS
. FOR UTILITY INFORMATION,SEE PRESENTLY POSTED BELOW THE LEGAL LOAD LIMIT.SHOULD THE STRUCTURAL
UTILITY PLANS AND SPECIAL PROVISIONS INTEGRITY OF THE BRIDGE FUTHER DETERIORATE,THIS LOAD LIMITATION
MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
LOCATION SKETCH EXCAVATE AT LEAST 1 FOOT BELOW THE CULVERT AND REPLACE EXCAVATED
MATERIAL WITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE WITH
ARTICLE 414-4 OF THE STANDARD SPECIFICATIONS.
FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS.
FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS.
THE ALUMINUM BOX CULVERT SHALL BE PLACED ON THE STANDARD 1.0 FOOT
BLANKET OF FOUNDATION CONDITIONING MATERIAL.SEE SECTION 414 OF THE
HYDRAULIC DATA: TOTAL STRUCTURE QUANTITIES STANDARD SPECIFICATIONS.
DESIGN DISCHARGE 520 CFS UNDERCUT SOFT/LOOSE SOILS THAT MAY BE ENCOUNTERED BENEATH THE BOTTOM
ALUMINUM BOX CULVERT LUMP SUM OF THE FOUNDATION CONDITIONING MATERIAL.BACKFILL UNDERCUT AREAS WITH
FREQUENCY OF DESIGN FLOOD 25 YRS. FOUNDATION CONDITIONING MATERIAL.IF MORE THAN 1 FOOT OF ADDITIONAL
DESIGN HIGH WATER ELEVATION 1555.9' UNDERCUT IS REQUIRED,CONTACT THE GEOTECHNICAL OPERATIONS ENGINEER.
DRAINAGE AREA 1.44 SQ.MI. CULVERT EXCAVATION LUMP SUM
BASE DISCHARGE 750 CFS
FREQUENCY OF BASE DISCHARGE 100 YRS. FOUNDATION CONDITIONING MATERIAL 104 TONS
BASE HIGH WATER ELEVATION 1557.2'
OVERTOPPING FLOOD DATA: REMOVAL OF EXISTING STRUCTURE LUMP SUM
OVERTOPPING DISCHARGE 600 CFS
FREQUENCY OF OVERTOPPING FLOOD 50 YRS. ± ASBESTOS ASSESSMENT LUMP SUM
OVERTOPPING FLOOD ELEVATION 1556.5'*
MOMENT SLAB 56.00 LIN.FT. PROJECT NO, 17BP,14.R,205
*OVERTOPPING OCCURS AT ETA.16+80 -L-
L- CHEROKEE COUNTY
30'-0" _ 10'-0" 30'-0" 15'-0" 12'-0" 30'-0" _ 20'-0" STATION:
16+19,12 -L-
SHEET 1 OF 5 REPLACES BR.NO.190182
STATE OF NORTH CAROLINA
,.,,�,��N,, DEPARTMENT OF TRANSPORTATION
:L;g:;I'.
NARO(J.yRALEIGHi::...
�FE W,yy�SEALzmlz5 � = 2 0' 11" x 6' 1'o JSEA: ALUMINUM BOX CULVERT
P PP �� J SC( G' CNF-�• 127 °SKEW\k \A-
zJ �JDOCUMENT T CONSIDERED FINAL
PROFILE A ONUNLESS AL GNATURES COMPLETED REVISIONS SHEET NO.
L V V CULVERT TGS ENGINEERS NO. BY: DATE: M. BY: DATE: C-1
DRAWN BY : LAB DATE IN 3/19 FA9 804-C Ni. LAFAYETTE ST
SHELBY, NC 28150TOTAL
S
CHECKED BY : MGC DATE : 4/19 PH [phone]
DESIGN ENGINEER OF RECORD :MGC DATE : 4/19 III CORP. LICENSE NO.: C-0275 2 4 5

FOR ROADWAY WIDTH,SEE ROADWAY PLANS
L BY SUPPLIER
ROADWAY FILL
SLOPE 2:1 (TYP.) I FULLY WELDED CULVERT
ALUMINUM STRUCTURAL
PLATE WINGWALL
FULLY WELDED
ALUMINUM STRUCTURAL
PLATE HEADWALL
F-H w
J N O
CL H
CL m N
N
DIRECTION OF FLOW m FULL ALUMINUM
INLET INVERT 10 INVERT
OUTLET INVERT ELEV.1549.20 A f / ALUMINUM PLATE
C TOE WALL
ELEV.1546.70
L INVERT
CULVERT SLOPE =3.7% TEL.1547.81'
20'-11"(SPAN)
END ELEVATION
CULVERT SECTION NORMAL TO ROADWAY (INLET & OUTLET)
w
H
CC
LA LL
H -L- D
V1
d
}
D o]
v
II
A I
STA.16+19.12 -L- o
CULVERT 0"
A TO 00" (TYP,
(TAN.TO CURVE) TYP.EACH END)
��
A o
N
DIRECTION OF FLOW
A)
O
PROJECT NO. 17BP.14eRe205
CHEROKEE COUNTY
STATION: 16+19.12 —L-
29'-111/p" 37'-61/z" SHEET 2 OF 5
II
W STATE OF NORTH CAROLINA
„ DEPARTMENT OF TRANSPORTATION
ILL ••!(\,0 CARQ�J,,;• RALEIGH
C.QOESSI04, .9 I.
v) TOTAL LENGTH OF CULVERT= 67'-6" _
BE125 20'-11' X 6'-1"
w =9 W ALUMINUM BOX CULVERT
,,'9:�q` �"�cN�;E.°'' 12 7°S K E W
,,.,....,.
PLAN VIEW }
m DOCUMENT NOT CONSIDERED FINAL
1 UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
CGS TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: C-2
DRAWN BY : LAB DATE : 3/19 XGINFRS 804-C N. LAFAYETTE ST
SHELBY, NC 28150 1 3 TOTAL
CHECKED BY MGC DATE 4/19 PH 704)476-0003 SHEETS
DESIGN ENGINEER OF RECORD :MGC DATE : 4/19 CORP. LI�ENSE NO.: C-0275 4 5

TOP OF LOW
FLOW SILL
NOTESo
FULL ALUMINUM
0 BOX CULVERT
TOP OF HIGH v 1- NATIVE MATERIAL EXCAVATED FROM THE EXISTING STREAM BED OR FLOOD
FLOW SILL (TYPJ ALPLAIN SHALL BE STOCKPILED AND LATER PLACED IN THE PROPOSED
_� ALUMINUM SILL CULVERT MAY EN SILLS TO PROVIDEPL A CONNITIVES LOW FLOW CHANNEL.
RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE
HIGH FLOW PORTIONS OF THE BARREL.IF RIP RAP IS USED,
NATIVE MATERIAL SHALL BE PLACED ON TOP TO FILL VOIDS AND
PROVIDE A LEVEL SURFACE FOR ANIMAL PASSAGE.
O NATIVE MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY
6'5 /2" `" 8'-0" 6'51/2" BE SUBJECT TO PERMIT CONDITIONS.
20'-11"(SPAN) THE STOCKPILED NATIVE MATERIAL SHALL BE PLACED AS SHOWN IN THE
FLOOR SILL LAYOUT SKETCH TO PROVIDE A 1'-0"DEPTH LOW FLOW
CHANNEL BETWEEN LOW FLOW SILLS AND SHALL BE PLACED TO THE DEPTH
OF 2'0"BETWEEN HIGH FLOW SILLS.
END ELEVATION THE ENTIRE COST OF WORK REQUIRED TO PLACE THE EXCAVATED MATERIAL
SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID FOR CULVERT
(INLET AND OUTLET END) EXCAVATION.
THE SILLS SHALL BE ALUMINUM AND BOLTED INTO THE CULVERT.
THE ENTIRE COST OF THE ALUMINUM SILLS SHALL BE INCLUDED IN THE
LUMP SUM PRICE BID FOR THE ALUMINUM BOX CULVERT.
TOP OF LOW FLOW SILLS SHALL MATCH STREAM BED ELEVATION IN LOW
FLOW CHANNEL OF STREAM.
-L- DO NOT SET ELEVATIONS OF HIGH SILL ABOVE BANK FULL.
000o000 R 000 00000 00 0co 00000 00n00 000000 0�00
00/ HIGH
SILL (TYPJ O oo�� �0 0 o O 0On 00 0oo00nO
o
00 000 0c- 0o 00 0 n 00 0 00000 007--� �0 0 0 0 000 o 0 0 m
STA.16+19.12 -L- I
127°00'00"
90°00'00" TAN.TO CURVE) LOW FLOW CHANNEL
(TYPJ
o
LOW
DIRECTION OF FLOW
SILL
L (TYPJ
00n°00000 0� 0;� 000 0 o0 000 0 0 , , 0000000 0
m
0o/ HIGH
SILL (TYPJ �° 0 �00 ��� �)00 0 00 O O�O �J Ono O o
000 000�'� �no�0J�0JOo0 000 00000 Oo0000
� '00 0n o n n o c� c� 0 0 0
PROJECT NO. 17BPe14eR.205
3'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 2'-O' C H E R O K E E COUNTY
H 16+19.12 -L-
STATION:
67'-6" SHEET 3 OF 5
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
',.OP'�N LRRp�J,, RALEIGH
,, Q�FESSIO,� '9�L.
1.
SEAL i. 20'-11' X 6'-1"
FLOOR SILL LAYOUT 20125 4 ALUMINUM BOX CULVERT
Vsyq4ftiwoEA,�e 12 7°S K E W
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
TGS ENGINEERS NO. BY: DATE: NO. BY: DATE: C-3
804-C N. LAFAYETTE ST
DRAWN BY LAB DATE 3/19 �x ES es SHELBY,NC 28150 1 TOTAL
BYPH (704) 4L660.003
CHECKEDIGNGI MOR DATE : 3/19 CORP. LICENSE C-0275 2 4 5
DESIGN ENGINEER OF RECORD :MGC DATE : 4/19 gra