20201579 Ver 1_Permit Plans_20210129

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See Sheet �� For Index �T C/-)CPf� STATE STATE PROJECT REFERENCE NO. SNOT TOTAL
SHEETS
t� STATE OF NO I TH CA II OEIN�
O1113........ `1 TrW1311132, N.C. 17BP.14.R.207
N 1114 28 1133DIVISION F HIGHWAYS STATE PROD.No. P.A.PRo.No. of PP,oN
AI_ 17BP.14.R.207 N/A PE
•
1133 17BP.14.R.207 N/A UTIL & RAW
e� ��
• G 1114 ` , `�� MA CON COUNTY 17BP.14.R.207 N/A CONST.
SWAIN COUNTY � 1 6a�,� �,�^
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�I MACON COUNTY e�,e � �
s� _%�'� 28
e 7 ,
04 e PROJECT 1473 . , m� 1455 J
LOCATION , �`i ,3,0'1362 LOCATION: BRIDGE #550181 OVER TELLICO CREEK
1369 1367 ��1 — — � 69 ,, — co ON SR 1369 (TELLICO RD)
�,� \ Creek��-w��\, 1369 1369 �� �
p •41'-"'.�° �, Tellico--.r. 1372 1370A D
•
•
A.
1366 rep I 4 132 Z TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
• • ��eteew !,1368 1371 \
G ti
V /� 1459 J 1445
U �/ J
'_` 1 1 Z
11� 474 O
O VICINITY MAPLig 8
�G>/141141
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BEGIN BRIDGE �<< G, ,5
—L— STA. 12 + 71 .2 0 co io ,� Nc Z$ 4
S
o �� j5 j5 �o
P�, o 5
BEGIN PROJECT ��176P.14. R.207 eq ,5�� -rE►.��c_°_ RD •,—'—L— STA. 11 + 50.00s��3��" 1----- 7---2774:i'
'„ ENDPROJECT
17BP.14. R.207
`�'��� � —L— STA. 15 + 10.00
�j5,
Ill
' '��� END BRIDGE
—L— STA. 13 + 2 8.80
S
ap DOCUMENT NOT CONSIDERED FINAL
�, UNLESS ALL SIGNATURES COMPLETED
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o C. \ NCDOT CONTACT.• ADAM DOCKERY o• cARo••,,, HYDRAULICS
o v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ;opt............ ,ti. ENGINEER
PLANS PREPARED BY: PLANS PREPARED FOR: �' ;:oESS laN..9%,,
ADT 2016 = 90 :L 9 °
H 50 25 0 50 100 TS TOS ENGINEERS NORTH CAROLINA DEPARTMENT ;C SEAL _ NORT
O T = 6 % * 804—C N.LAFAYETTE ST OF TRANSPORATION = 038697 �,�� C�'
1 1 1 LENGTH ROADWAY PROJECT 17BP.14.R.207 #550181 =0.057 sHELBv,Nc ze lso .. ,
PH [phone] DIVISION 14 ••. r �: Q
PLANS V = 25 MPH LENGTH STRUCTURE PROJECT 17BP.14.R.207 #550181 =0.011 grrl CORP.LICENSE NO.,C-0275 345 Toot Hollow RC O••!G INEF:: a t
Bryson Ciry,NC 28713 ��,ghp•'•••'•p `' v
* TTST =3% DUAL =3%
'•,..,,s.,,,�,°° P.E. 4
TOTAL LENGTH PROJECT 17BP.14.R.207 #550181 =0.068 SIGNATURE: s
2 50 25 0 50 100 RIGHT OF WAY DATE: �,,,,,,,,,,� �
`I i FEB. 8 2019 JIMMY L.TERRY, PE ate ,,ARo .,,� ROADWAY DESIGN a
FUNC CLASS = I PROJECT ENGINEER A.**ES/o••,,,, ENGINEER
o PROFILE (HORIZONTAL) LOCAL - RURAL ` `�°SEALN9p*'`. ' ��P. �Q69'
on ? 10 5 0 10 20 LETTING DATE: CLINTON PRUETT, PE : 35018 : aa�
„,, J SUB—REGIONAL TIER PROJECT DESIGN ENGINEER •'.ENGINE`'?:y��,�'
V
Nam° i'iP'OFILE (VERTICAL) °','M�„L�� ;;�° P.E.
f JL JL �` 2018 STANDARD SPECIFICATIONS SIGNATURE:
t9X=

6 PROJECT REFERENCE NO. SHEET NO.
6
l7BPJ4R207 IA
ROADWAY DESIGN
ENGINEER
:? 9t
SEAL �:
35018
•••F'�GI NO�VyA'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
SHEET NUMBER SHEET GENERAL NOTES: 2018 SPECIFICATIONS
EFFECTIVE: 01-16-2018 EFF. 01-16-2018
REVISED: REV.
1 TITLE SHEET 2018 ROADWAY ENGLISH STANDARD DRAWINGS
GRADE LINE:
1A INDEX OF SHEETS,GENERAL NOTES,AND STANDARD DRAWINGS The following Roadway Standards as appear in"Roadway Standard Drawings"
GRADING AND SURFACING: Highway Design Branch -N. C. Department of Transportation - Raleigh, N. C.,
1B CONVENTIONAL SYMBOLS Dated January,2018 are applicable to this project and by reference hereby
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:
200.02 Method of Clearing-Method II
2C-1 SPECIAL DETAIL-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 II. 225.04 Method of Obtaining Superelevation-Two Lane Pavement
2C-2 SPECIAL DETAIL-TYPE III STRUCTURE ANCHOR UNITS SUPERELEVATION: DIVISION 3- PIPE CULVERTS
2C-3 SPECIAL DETAIL-AT-1 END UNIT ASSEMBLY ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 300.01 Method of Pipe Installation
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
2C-4 SPECIAL DETAIL-TYPE III SHOP CURVED STRUCTURE ANCHOR UNIT SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL DIVISION 4-MAJOR STRUCTURES
SECTIONS.
2C-5 SPECIAL DETAIL-TYPE B-83 SHOP CURVED ANCHOR UNIT 422.02 Bridge Approach Fills-Type II Modified Approach Fill
SHOULDER CONSTRUCTION:
2G 1 STANDARD TEMPORARY SHORING DETAIL DIVISION 5-SUBGRADE, BASES AND SHOULDERS
ASPHALT, EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 560.01 Method of Shoulder Construction - High Side of Superelevated Curve- Method I
3B-1 EARTHWORK, PAVEMENT REMOVAL,AND GUARDRAIL SUMMARIES&
LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN&UNDER) SIDE ROADS: DIVISION 8-INCIDENTALS
3G-1 SUMMARY OF SUBSURFACE DRAINAGE,AND SUMMARY THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE 815.02 Subsurface Drain
OF AGGREGATE SUBGRADE/STABILIZATION SUITABLE CONNECTIONS WITH ALL ROADS,STREETS,AND DRIVES ENTERING THIS PROJECT. 840.00 Concrete Base Pad for Drainage Structures
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.25 Anchorage for Frames- Brick or Concrete or Precast
INVOLVED. 840.29 Frames and Narrow Slot Flat Grates
4 PLAN AND PROFILE SHEET 840.35 Traffic Bearing Grated Drop Inlet-for Cast Iron Double Frame and Grates
SUBSURFACE DRAINS: 840.46 Traffic Bearing Precast Drainage Structure
TMP-1 THRU TMP-5 TRANSPORTATION MANAGEMENT PLANS 840.66 Drainage Structure Steps
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 846.01 Concrete Curb,Gutter and Curb&Gutter
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS LOCATIONS DIRECTED BY THE ENGINEER. 862.01 Guardrail Placement
862.02 Guardrail Installation(Special Detail for Sheet 6 of 8)
EC-1 THRU EC-5 EROSION CONTROL PLANS GUARDRAIL: 862.03 Structure Anchor Units
(Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING 862.04 Anchoring End of Guardrail-B-77 and B-83 Anchor Units
RF-1 REFORESTATION DETAIL SHEET CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 876.01 Rip Rap in Channels
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.02 Guide for Rip Rap at Pipe Outlets
- UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS 876.04 Drainage Ditches with Class'B'Rip Rap
X-1A CROSS-SECTION SUMMARY SHEET TEMPORARY SHORING:
-0
X 1 THRU X 2 CROSS SECTIONS SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
m WILL BE PAID FOR AT THE CONTRACT PRICE FOR"TEMPORARY SHORING".
ID
S-1 THRU S-38 STRUCTURE PLANS END BENTS:
0
_ a THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS,AND CROSS-
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
APPROACHING A BRIDGE.
cc
a
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE FRONTIER COMMUNICATIONS
If)
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
m
RIGHT-OF-WAY MARKERS:
r,
m
N ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
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PROJECT REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS 7BPJ4R.207I-B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
State Line RAILROADS.•
Water Manhole OO
Standard Gauge cs 1 1 s1 oH�nF1iom1 Hedge
County Line Water Meter o
RR Signal Milepost JJ F osr 35 Woods Line -
Township Line Water Valve o
;}
Switch I I Orchard O O
City Line SVVII
`" y Water Hydrant -0
— — —RR Abandoned ' Vineyard V rayard
Reservation Line U/G Water Line LOS B (S.U.E*) w
RR Dismantled EXISTING STRUCTURES:
Property Line U/G Water Line LOS C (S.U.E*) --w--
Existing Iron Pin C MAJOR: U/G Water Line LOS D (S.U.E*) w
RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert L GONG I A/G Water
Computed Property Corner Above Ground Water Line
El
Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall ) CONC WW C
Property Monument
Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR: TV:
El
Primary Horiz and Vert Control Point / Head and End Wall / CONC HW \
Existing Fence Line TV Pedestal
0
Proposed Woven Wire Fence
o Exist Permanent Easment Pin and Cap J Pipe Culvert _ TV Tower
New Permanent Easement Pin and Cap O Footbridge > < U/G TV Cable Hand Hole 0
Proposed Chain Link Fence ° U/G TV Cable LOS B (S.U.E.*) TV
Proposed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB ❑C6
U/G TV Cable LOS C (S.U.E.*)
Existing Right of Way Marker 0 Paved Ditch Gutter
Existing Wetland Boundary WLB— U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary Existing Right of Way Line - Storm Sewer Manhole O O_
New Right of Way Line Q Storm Sewer U/G Fiber Optic Cable LOS B (S.U.E.*)
TV Existing Endangered Animal Boundary U/G Fiber Optic Cable LOS C (S.U.E.*) —-—TV F
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap ® A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) '°FO
Existing Historic Property Boundary HPB New Right of Way Line with ® ® POWER:
Known Contamination Area: Soil A B B
Concrete or Granite R'W Marker III GAS:
Existing Power Pole
Potential Contamination Area: Soil B B New Control of Access Line with Gas Valve 0
Concrete C/A Marker ® ® Proposed Power Pole b
Known Contamination Area: Water - -W-X-W- Gas Meter
Existing Control of Access — -A; Existing Joint Use Pole
Potential Contamination Area: Water - -W-M-W U/G Gas Line LOS B (S.U.E.*)
New Control of Access Proposed Joint Use Pole
Contaminated Site: Known or Potential ? ® U/G Gas Line LOS C (S.U.E.*)
Power Manhole
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 Above Ground Gas Line A/G Oros
Gas Pump Vent or U/G Tank Cap o Power Transformer Fl
New Temporary Drainage Easement TDE
Sign 0
s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole LI SANITARY SEWER:
Well W New Permanent Drainage /Utility Easement DUE H-Frame Pole �� Sanitary Sewer Manhole 0
Small Mine O' U/G Power Line LOS B (S.U.E.*) P— Sanitary Sewer Cleanout 0+
New Permanent Utility Easement PUE
Foundation I I U/G Power Line LOS C (S.U.E.*) --P-- U/G Sanitary Sewer Line ss'*ro
New Temporary Utility Easement TUE P Above Ground Sanitary Sewer ATE sorry sewer
Area Outline New Aerial Utility Easement AUE U/G Power Line LOS D (S.U.E.*)
)
Cemetery fi SS Forced Main Line LOS B (S.U.E.*) ESS
TELEPHONE: SS Forced Main Line LOS C (S.U.E.*)
Building P P ROADS AND RELATED FEATURES:
Existing Telephone Pole • SS Forced Main Line LOS D (S.U.E.*) FSS
School
I I Existing Edge of Pavement
Church ii
_____ Proposed Telephone Pole
Existing Curb MISCELLANEOUS:
Telephone Manhole OO
Dam Proposed Slope Stakes Cut C - Utility Pole •
HYDROLOGY. F Telephone Pedestal El
Slope Stakes Fill - Utility Pole with Base ❑
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp cR Utility Located Object o
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.*)
�s Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) °T`
Buffer Zone 1 B2 1 U/G Telephone Cable LOS C (S.U.E.*) --T—-
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 n n n nUnderground Storage Tank,Approx. Loc. (usT
Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) TL-
Equality Symbol Q A/G Tank;Water,Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) -—TL———
Pavement Removal Geoenvironmental Boring 49
Spring o�- —___ U/G Telephone Conduit LOS D (S.U.E.*) T,.
Wetland l FO
VEGETATION: U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*)
—
Single Tree O Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) -—F FO—-
"" Single Shrub
False Sump g U/G Fiber Optics Cable LOS D (S.U.E.*) T FO End of Information E.O.I.

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MACON COUNTY PROJECT REFERENCE NO. SHEET NO.
BRIDGE #550181 -
/78P.14.R207 4
END BRIDGE RNJ SHEET-
NO.
BEGIN APPROACH SLAB -L- STA 13+28.80 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
-L- STA.12+60.50 s 1r z6• 39.5� ,rrrnurrrpr �prnunn,
1'- " 2-3 ro8.o6z.e -L- PT 12+73.73 30.00' `,o�SN caeo,,�, o t0 caR'S",,
TYPE-Ill�" YOE-III -L- PC /3+3955 02 .2;�FE55/p''•.9'�.� 147.........
oFE55/p'��9•.�"' - - PROP. s 8r24'99'E i: '':PROP. +-��� E�- ri -L- POT 16+3098 ;ate ' _ N9 _8"X 18" 67.3a' CAROL A.FULLER . SEAL SEALFDPS � 1f1'1Ct �►��� CURBcuss 8 RIP RAPDB P-26 PG 1166 35018GI1fSL�ilGl I 1 TONS,5 SY GEO j038697`N Ems' F '�,. _ PROP. END 8"x18" '''.,✓� 61NE,,, `� ,� ,i NCINL
'�� CONC.CURB 1(1 4,'JZ1.i� '(�- pNll
rrunurr h4urprU
TYPE-III i '-3" 2'-3" �S FDPS 01 CO STA4.143+68.29 �irr L. rrp� ri„O g. ,gyp•
SC H S 412.08' E
END APPROACH SLAB THE GROVE FAMILY TRUST off° 12.08' WOODS _,f• -
-L- STA.13+39.50 B-83 SC DATED MARCH 12007 his O. END FDPS d " DOCUMENT NOT CONSIDERED FINAL
BRIDGE/ROADWAY RELATIONSHIP SKETCH C/O WILLIAM E.G'ROVE III STANDARD BASE DITCH S"9 46 00 L-STA.la+21.3s .:/ UNLESS ALL SIGNATURES COMPLETED
NANCY B.GROVE,CO-TRUSTEES S 03°19'23'w
DB B-36 PG 2286 SEE DETAIL A e +24 00 61.07' ,/
FOR STRUCTURE PLANS,SEE SHEET 5-1 THRU 5-38 A • TGS ENGINEERS
PROP.16'SOIL �0 30.00' -L- PT /4+45.4/ y 804-C N. LAFAYETTE ST
DRIVE T4' N 02°41'23'E ,:/ .✓• SHELBY, NC 28150
+00.00 r Eg PH [phone]
-
38.00' 2 ba.04 OPE WOODS
DETAIL A BEGIN FDPS ''',..,,\,. r.r ..-' '� E�c0,..' „ CORP. LICENSE NO.: C-0275
STANDARD BASE DITCH -L-STA.11+98.52 30.00' `�'f •. 51.00 30y00' - '. 30.00 TO ND _ _
41
Not to Scale) 3S BW �' �•'DP '' NF-o� I, ^^--
Narercl I Natural -L- PCC 11+89.67 + �: Olir.7E,:lair'
. � 50ZPFE0. EX.RNJ� w M�afN,t a� '.t1�r70RpU "Vq
c.000 a7 ti? O.000a SPECIAL CUT DITCH 35.10' --Nigh,
• ` s 'ti%`p O� O
SEE DETAIL B 11 \ .� ' � TEUp,04-°i o BL-4 ��
M D T5 Ft. O RELOCATE 30.00' PDE '>< /AI5,136900o
Gewurl II� M. d 1.5 Ft. OX FENCE \ FRO „off '� rf 6 ,; �� �0,,
B 3 Ft. �/ (BY OWNER) +89.67 10 R Q �1.1/' `
Type of Lner 70 T Class lR�Rap 30.00' �� oV '• iSrr.IR i��' `
Geolextile- 85 SY BEGIN PROJECT �' , �• ..e _ �-"i •��" R'`" CAROL A.FULLER
Est.DDEL=STA.12+50 TO STA.13+15 LT 17BP.14.R.207 �Tj `�`' f ��r� y`
�y�V ._,.. ♦4adF'71�r/// �� s - t° WOODS
DB P-26 PG 1166
-L- STA 11+50.00W //I..f.�IiWs,.:i% �'
SPECIAL CUT DITCH DETAIL B30.00� ^4,--,4, )a1 ' © • 35.00�
-L- PC 10+92.47 i` f ''. . ►. . +454, END PROJECT
Not.Scale) r r � / '; �� �IS. I,.-� � 35.00'
Front EX.R^n' >- ��C' � r �`y� 17BP.14.R.207
DitchNor a_�,r sop REMOVE ?�� off ,''� !T 71h'? ` H DRIVE
12'ASPHALT
Nat ?. 7,;.< -L- POT 10+00.00 ; '+ Q • .;�0.'' , -L- STA 15+10.00
7 D F 15"CMP a. F,� `\\
Min.D=1 H. 0y�+ G�•�' ..Gq�'- .sr I
^y ilit°,..... +450 ' 35.00� DETAIL D /-L-STA 11+50 TO 12+00 LT - +4 45.00' \ PIPE OUTET STABILIZATION
` CONTRACTOR TO
,+/�♦ EX.RNJ 18 DO +39 55 REPLACE GATE AND S ( of to Scale) r
,jIQ,P�o`'Oo. r 49.00' 35.00' FENCE(IF DISTURBED) 0, \n e1T`+�
-L- CURVE DATA O ''''S;
G 2 s wt r� END FDPS o' 9-
�.-�M�h .r +:•, WOODS +5. 00 -L-STA.13+35.24 'o Vt°4, ,r` � d V
Z5P Y p0 ';0.. ' >A 35.00' 35.00' B-83 SHOP
o PI Sta 11+4/53 PI Sta /2+3269 PI Sta 13+93A4 // o .�,,
0 = /9'/2'/4.3'(RT) 0 = 30'06'03.4'(RT) 0 = 20'13'01.8'(LT) `+ .••c°e,' o're�]f✓' TYPE-III CURVE(R=10') a�rmPl LengTh=6 FT. 00 5�
SHOPREMOVE EXISTING ABUTMENT, c d=1.5 Ft. 5
w D = 19'45'25.8' D = 35'48'355' D = /9'05'54.9' y,�c, , ,, CURVE CUT SLOPE BACK AT 1.5(H):1(V) 01
L = 9720' L = 84.06' L = 105.86' 7 co E 1 35.00' IR=100') 35.00' Z�INHICKC EYE0.1N)�P THE GROVE FAMILY TRUST \L-STA 12+21 RT
T = 49.06' T = 43.02 T = 53.48 eP BL ! a PROPOSED ( DATED MARCH 2007
R = 290.00' R = 160.00' R = 300.00' /, EXCAVATION C/0 WILLIAM E.GtROVE III /
SE = NC SE = -0.03 SE = 0.03 �R) NANCY B.GROVE,CO-TRUSTEES \
DS = 25 MPH DS = 20 MPH DS = 30 MPH BEGIN BRIDGE DB B-36 PG 2286
BEGIN FDPS
L_PIPE
OUTLET
S -L- STA 12+71.20 \\\
Bl=S 39'26'S55'E PIPE OUTLET STABILIZATION
SEE DETAIL D
4 TONS CLASS B
I 11111111111111111 1111
I 11111111111111111�1111
PIPE HYDRAULIC DATA I 11111111111111111 1111
Str*0403 /8"RCP -L- Sta.12+09 I B.. 0tlir� , N
DRAINAGE AREA = 0.94 AC " 1
DESIGN FREQUENCY = 25 YRS 1 =;11u`*'"r 1�11 " '
DESIGN DISCHARGE = 2.9 CFS_ 1rnr'a".....�r...r�.n,.•_.�_i=ii ���/"��_�14"..
DESIGN HW ELEVATION = 23422 FT .r"'",lig ,f � •;•1-a"•i;i■an: -- r
2,360 /00 YEAR DISCHARGE = 32 CFS •• - e'J� ��' -•-'f�• 11 .OW D 360
/00 YEAR HW ELEVATION _ 23 23 FT `, -.` \I ����� ������ sling d N
OVERTOPPING FREQUENCY= 500+ YRS � w MINIII
OVERTOPPING DISCHARGE 42 CFS MNI,fillffilM=11 ,i4EilliVeliVi.I
"�1
-o f OVERTOPPING ELEVATION = 2344J FT I �' �114@,Eli�ii�� iiiii=iiilii�i � u - 2,350
x
7.41M■■Y•A=■••••WA■IM■■■I IIM■MI■.
�'-7Mt•is -.■■■ ■■=■■■f1 ■■ /I/r:_ tJE�L:S�.•i/./
Ln • - L. r.,,,2.,,.• 7 _■... BRIDGE HYDRAULIC DATA
�,- � ��.■■.�� �r W. DESIGN DISCHARGE = 750 CFS
Lf1 7KINr --I.-.6.ra,IMM■■■■■�:.,.:, / =7 I:Y:I6 i' �A 7R'LifG'=I=WLJI/lA�w-7J.f=W1i7,'IJ:= DESIGN FREQUENCY 25 YRS
'1.7M'. T_ "''11. " ��MJria10+"�'=`-.I= DESIGN HW ELEVATION = 2339.7 FT
11111111111111111111111111111111111111111111111111111111111111111111111 ' I,, mrAm••�� II= ° T ,_� BASE DISCHARGE = 1100 CFS
2,330 MI l f-A71i1-�' Y - BASE FREQUENCY = /00 YRS 2,330
-No--,•..e.,._,.r.. III\II»,r Ml[1 L I ,��. BASE HW ELEVATION = 234/5 FT
5.LD •li•4.711 M■=1 M=■■+ •12d.yam u••15' , OVERTOPPING DISCHARGE= 820
.:r•Marro,�nurlemiremarasw(cEIRMEM ■�■■Lo OVERTOPPING FREQUENCY= 25+ YRS
2 320 E! i24'T ' • r r 2,320
i�� ��iil "1 "ssL_•� OVERTOPPING ELEVATION REPRESENTS
LOWEST HIGH POINT ON DECK/ROADWAY
WHICH OCCURS AT -L- STA.13+30 RT
DATE OF SITE VISIT = 3/7/20/8
o
APPROX.WS.ELEVATION
F.
ON DATE OF SITE VISIT= 2335 FT
56
,,O N
�z0) 10 11 12 13 14 15 16
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i I I I I I I I I I I I I I II I I I I I I i I I I
12+00 12+50 13+00 13+50 14+00 14+50
VERTICAL GRADE DATA -L-
SPAN A VERTICAL GRADE DATA -L-
STA.12+71.20 TAN.EXT. /
PI = 11+91.00 -WORK POINT 1 /(
FILL FACE
EL = 2,344.57 PI = 13+54.00 TANGENT /
VC = 80' EL = 2,339.68' EXTENDED / -L-
1'-6"TO LIMITS OF UNCLASSIFIED VC = 40'
- UNCLASSIFIED STRUCTURE EXCAVATION
-- STRUCTURE (TYP.) / PT STA.12+73.73-L-
2 360 EXCAVATION APPROX.W.S.ELEV.= 2.335.0 /
2.53'
+ STA.12+71.20 - TAN.EXT.- DATE:3/7/18 STA.13+28.80 -L- * /
- FILL FACE aEND BENT 1
G.P.EL.2,342.16 EL.2.339.7 FILL FACE Cb END BENT 2 *IGNORE CURVE
(025) G.P.EL.2,340.44
=2,350 EL.2,341.5 „' WORKPOINT1 DETAIL
(0100) m
- - - - - �hE Q 3Apx
- - FIX. F,\.-• 'L ' THE CONTRACTOR SHALL USE THE TANGENT EXTENDED FOR
77 _ ....
F� FIX. THE LAYOUT OF THE FOLLOWING:
2,340 x �����������,.i 1-1 - - - _ __ _ _ 1.LAYOUT OF END BENT 1
�°' (1 ��������P 1 - _ _ 2.LAYOUT OF APPROACH SLAB AT END BENT 1
_ _ _ _ _ _ -R- _ _ 3.COMPUTATIONS OF BRIDGE OR APPROACH
- APPROXIMATE GROUND LINE v '�+ J 1 �! \F SLAB ELEVATIONS
{ 1.5(TYP.) 2 l
2+3 3 0 v,p 2 IN ADDITION,THE CONTRACTOR SHALL ASSUME THAT ALL
CLASS II M sx STATIONING OCCURS ALONG THE TANGENT EXTENDED.
RIP RAP ti .3' STATIONING
((TYPO_ J �---- HP12x53 STEEL PILES
-2,320 EXCAVATE (TYPO
_ TO EL.2,336.0 " - PZ27 SHEET PILES
(GRADE TO DRAIN) U (TYP.) HYDRAULIC DATA:
- EXCAVATE
- TO EL.2,337.0 DESIGN DISCHARGE
2,310 (GRADE TO DRAIN) FREOUENCY OF DESIGN DISCHARGE 750 CFS
LOW CHORD ELEVATIONS DESIGN HIGH WATER ELEVATION 25 YRS.
END BENT 1 END BENT 2 DRAINAGE AREA 2339.7
EBI: 2,339.49 EB2: 2,337.79 BASE DISCHARGE (0100) 2.38 SO.MI.
341
SECTION ALONG -L- BASE HIGH WATER ELEVATION 2 CFS
341.5
SECTIONS THROUGH END BENTS ARE TAKEN AT RIGHT ANGLES OVERTOPPING FLOOD DATA:
/q'
OVERTOPPING DISCHARGE 820 CFS
FREQUENCY OF OVERTOPPING FLOOD 25 YR+
�`, ((� OVERTOPPING FLOOD ELEVATION * 2341.0
VNQ , ,
Qv \ / \G ' * OVERTOPPING ELEVATION REPRESENTS
N. LOWEST CIUR POINT ON DECK/ROADWAY,
�p RIP RAP ���� WHICH OCCURS Cb -L- STA 13+30 RT
(TYP.) -L- CURVE DATA
PI Sta 13+93.04
A= 20° 13'01.8"(LT) NOTE TO CONTRACTOR:W.P.°1 AND APPROACH SLAB
EXISTING D = 19° 05'54.9" STATIONING ( END BENT 1 OCCURS ON THE TANGENT
STRUCTURE L = 105.86' EXTENDED FROM THE PT AT STATION 12+73.73-L-.
PT 12+73.73 L ► /� .. T = 53.48'
STA.12+71.20 TAN.EXT. .01 STA.13+28.80 -L- R = 300.00'
FORK POINT 1FORK POINT 2
STA.13+000 -L IT FILL FACE CO END BENT 2
FILL FACE C� END BENT 1 � �F
BRIDGE I.D.STA. �
4� TEMPORARY SHORING
I
/ jiitit // &(ROADWAY
IL)(TYPITEM j0 SR ,366r
11:041ff
STA.12+60.50 -TAN.EXT.- , STA.13+39.50 -L-
BEGIN APPROACH SLAB iiiir?ijiviii,
0
END APPROACH SLAB PROJECT NO° 17BP°14°R°2O7
f. / 1 / , PC 13+39.55 L MACON COUNTY
TAN.ExT. 7 // 0 /~ 4FP STATIO 13+00.00-L-
(SEE WORKPOINT / 120°00'o0"(TYPJN°1 DETAIL) / $##
/ SHEET 1 OF 4 REPLACES BRIDGE NO.550181
O ,AO� / STATE OF NDRTH CdROLINd
`` DEPARTMENT OF TRANSPORTATION
28-95/8 2$'-95/8"
-L- CURVE DATA / r 5 20)25
GENERAL DRAWING
PI Sta 12+32.69 57'-71/q"= LENGTH OF BRIDGE z5 s aCNE� �'
A= 30° 06'03.4"(RT) FILL FACE TO FILL FACE ••,�9(( C;�EF;r' FOR BRIDGE OVER
D = 35° 4$'35.5" / TELLICO CREEK
L = 84.06' ON SR 1369 BETWEEN
T = 43.02'
R = 160.00' °°„"„' SR 1408 AND SR 1366
/ DOCUMENT NOT CONSIDERED FIlVAi.
yU�NLESS ALL SIGNATURES COMPLETED REVISIONS SHEET NO.
PLAN1W TGS ENGINEERS NO. BY, DATE: NO. BY: DATE: S-1
DRAWN BY : CCC DATE : 12/18 804-C N. LAFAYETTE ST
CHECKED BY : MGC DATE : PILES & SHEET PILES NOT SHOWN IN PLAN VIEW FOR CLARITY SHELBY, NC 28150 1 3 SHEETS
12/18 PH [phone]
DESIGN ENGINEER OF RECORD :MGC DATE : 12/18 CORP. LICENSE NO.: C-0275 4 38