HomeMy WebLinkAbout20201578 Ver 1_Permit Plans_20210129 C N.
SHEET TOTAL
See Sheet 1A For Index of Streets STATE STATE PROJECT REFERENCE NO. SNOT SHEETS
op STATE OF NO I C TH CA II OLINA �7 17BP.14.R.208
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d O11131� ) Try 131 1132, AV oCo / DP.14.R.2Ov
N 1114 �28 1133 DIVISION �F HIGHWAYS ATEFROJ.Ho. F.A.FRo.No. oE�RFTON
O \ 17BP.14.R.208 _ N/A PE
1133 17BP.14.R.208 N/A UTIL & RAW
ee� -- �� 17BP.14.R.208 N/A CONST.
G 1114 `__ 1 `,
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, MACON . COUNTY
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e 1363 t
�e PROJECT 1473 �;. ,k 1455
M 369 LOCATION ,��,. �`i ,3,0'1362 LOCATION: BRIDGE #550180 OVER SUGAR COVE CREEK
,r`1C _ — —P 1367 �� — — 1 69III\ ,� - ON SR 1369 (TELLICO RE))
` ,,,/\-° Creek"`.'r�� 1369 1369 m
•0�--ce �:0—reilico--.r. ,_ 1372 1370���'. D
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1366 rep ( 4 1372 Z TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE
• ci��eeliall teew !,1368 1371
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C.) /� 1459 J 1445 p
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1372 Z
W 1 \ 1474
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O VICINITY MAP
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To ee ' -''' END PROJECT
�G 5 17BP.14.R.208
' -L- STA. 14 + 90.00
- ---_SR 136 9 \ `, 4<-
BEGIN PROJECT '-'
17BP.14. R.208 04`<,,,6 ' ii ,���� END BRIDGE
-L- STA. 11 + 80.00 0
� o -L- STA. 13 + 46.30
BEGIN BRIDGE o`er;%;' END CONSTRUCTION
-L- STA. 12 + 93 .70 O %�' 17BP.14.R.208
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12,
-Y- STA. 11 + 2 0.00
CD DOCUMENT NOT CONSIDERED FINAL
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0UNLESS ALL SIGNATURES COMPLETED
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u-) Eisol
E , aJJl��n, HYDRAULICS
o V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT: ADAM DOCKERY ...... A O7�,,, ENGINEER
PLANS PREPARED BY: PLANS PREPARED FOR: �:,?;•'FESS/p'••9%,
ADT 2016 = 90 :'�° N9'
H 50 25 0 50 100 'S TGS ENGINEERS NORTH CAROLINA DEPARTMENT j C SEAL '' �IORP
O T = 6 % * 804-C N.LAFAYETTE ST OF TRANSPORATION O3H697 `(i �� Q
�' 1111 LENGTH ROADWAY PROJECT 17BP.14.R.208 #550180 =0.049 sHELBv.Nc zB 1so �,
PH (704)476-0003 DIVISION 14 •.F• Q:• Q *0
PLANS V = 25 MPH LENGTH STRUCTURE PROJECT 17BP.14.R.208 #550180 =0.010 Ir�CORP.LICENSE NO.f C-0275 345 Tool- Hollow RC '4 0'••:�G IN%F;+'
* TTST =3% DUAL =3% Bryson Cil-y,NC 28713 �''4gh0'B.,' ,,s- P.E.
c TOTAL LENGTH PROJECT 17BP.14.R.208 #550180 =0.059 ,JIIIJJJJ` SIGNATURE: T
50 25 0 50 100 RIGHT OF WAY DATE: � �
`1 111 i FEB. 8 2019 JIMMY L.TERRY, PE ;. H CARO?,, ROADWAY DESIGN a
FUNC CLASS = I PROJECT ENGINEER ,:��;•FEs57• Nr'% ENGINEER
'9 PROFILE (HORIZONTAL) LOCAL — RURAL ` a'°SEALN';' 2 ��• p�p��Q69'
6i~ O 10 5 0 10 20 LETTING DATE: CLINTON PRUETT, El =
oo, 35018 I If
N ' SUB—REGIONAL TIER PROJECT DESIGN ENGINEER z �,:rgINe�?�
s a; PROFILE (VERTICAL) '�,,Mv•�' ,.. P.E.
.. f J` JL �� 2018 STANDARD SPECIFICATIONS ,UINIu"` SIGNATURE: Jt
inX=
6 PROJECT REFERENCE NO. SHEET NO.
0
17BP✓4R208 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 481N&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. 846.04 Drop Inlet Installation in Shoulder Berm Gutter
862.01 Guardrail Placement
EC-1 THRU EC-5 EROSION CONTROL PLANS GUARDRAIL: 862.02 Guardrail Installation(Special Detail for Sheet 6 of 8)
862.03 Structure Anchor Units
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7)
RF-1 REFORESTATION DETAIL SHEET CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT 862.04 Anchoring End of Guardrail-B-77 and B-83 Anchor Units
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. 876.02 Guide for Rip Rap at Pipe Outlets
X-1A CROSS-SECTION SUMMARY SHEET 876.04 Drainage Ditches with Class'B'Rip Rap
X-1 THRU X-3 CROSS-SECTIONS TEMPORARY SHORING:
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SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
m S-1 THRU S-32 STRUCTURE PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR"TEMPORARY SHORING".
C
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
ro APPROACHING A BRIDGE.
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RIGHT-OF-WAY MARKERS:
C
C
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 OFHIGHWAYS �BP.l4.R.208
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line Water Manhole
Standard Gauge I I I I I I I I Hedge
County Line SSA'PRANSPORTATJON
Water Meter o
RR Signal Milepost �
MaePor 35 Woods Line
Township Line Water Valve 0
Switch I I Orchard O O O O
City Line SWITCH Water Hydrant
RR Abandoned Vineyard \oleyard
Reservation Line U/G Water Line LOS B (S.U.E*)
RR Dismantled EXISTING STRUCTURES:
Property Line U/G Water Line LOS C (S.U.E*) --
Existing Iron Pin a MAJOR: U/G Water Line LOS D (S.U.E*)
RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I
Computed Property Corner x Above Ground Water Line
❑
E" Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) CONC WW ( TV:
Property Monument —
Parcel/Sequence Number IS Primary Horiz Control Point ,) MINOR:
Existing Fence Line
x x x-
Exist
Horiz and Vert Control Point • Head and End Wall / CONIC HW \ TV Pedestal
Proposed Woven Wire Fence
o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
New Permanent Easement Pin and Cap •O Footbridge > < U/G TV Cable Hand Hole
Proposed Chain Link Fence 0 U/G TV Cable LOS B (S.U.E.*)
Proposed Barbed Wire Fence Vertical Benchmark I Drainage Box: Catch Basin, DI or JB EH
p U/G TV Cable LOS C (S.U.E.*) -
Existing Wetland Boundary E.____ Existing Right of Way Marker A Paved Ditch Gutter
U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary —E E. Existing Right of Way Line - Storm Sewer Manhole C>
of New RightWayLine U/G Fiber Optic Cable LOS B (S.U.E.*)
Existing Endangered Animal Boundary EAa O Storm Sewer
U/G Fiber Optic Cable LOS C (S.U.E.*)
Existing Endangered Plant Boundary CH New Right of Way Line with Pin and Cap Ry A UTILITIES.'
U/G Fiber Optic Cable LOS D (S.U.E.*) TV Fo
Existing Historic Property Boundary e New Right of Way Line with ,, p POWER:
Concrete or Granite R'W Marker — W y GAS:
Known Contamination Area: Soil s s Existing Power Pole
New Control of Access Line with Gas Valve 0
Potential Contamination Area: Soil k-s-rk-s- @ ® Proposed Power Pole ll
Concrete C/A Marker p U
Known Contamination Area: Water -2,—w-2—w— Gas Meter
ExistingControl of Access Existing Joint Use Pole
a, U/G Gas Line LOS B (S.U.E.*)
Potential Contamination Area: Water M-w-m-w Pro osed Joint Use Pole
New Control of Access ® p U/G Gas Line LOS C (S.U.E.*) - -
Contaminated Site: Known or Potential 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/c Gas
Gas Pump Vent or U/G Tank Cap O Power Transformer H
New Temporary Drainage Easement TDE
Sign 0
s New Permanent Drainage Easement PDE U/G Power Cable Hand Hole El SANITARY SEWER:
Well ° H-Frame Pole 11-111 Sanitary Sewer Manhole OO
New Permanent Drainage /Utility Easement DUE * o Sanitary Sewer Cleanout
Small Mine CI
New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*)
Foundation I I U/G Power Line LOS C (S.U.E.*) --.-- U/G Sanitary Sewer Line SS
New Temporary Utility Easement TUE
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer ATc sa ,a Y Sewer
New Aerial Utility Easement AUE
Cemetery I I I SS Forced Main Line LOS B (S.U.E.*) EFS
TELEPHONE:Building P 7 ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*)
-—FsS—-
School Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) FSS
I I Existing Edge of Pavement
Proposed Telephone Pole -0-
Church rr7 Existing Curb ----- MISCELLANEOUS:
Telephone Manhole
Dam Proposed Slope Stakes Cut Utility Pole •
HYDROLOGY. F Telephone Pedestal 0
Proposed Slope Stakes Fill Utility Pole with Base 1-1
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp cR UtilityLocated Object
Hydro, Pool or Reservoir — - 7 U/G Telephone Cable Hand Hole Ed
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.*) -
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) --T—-
Existing Cable Guiderail ° ° ° U/G Tank;Water, Gas, Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*)
Proposed Cable Guiderail ° ° ° ° Underground Storage Tank,Approx. Loc. UST
Flow Arrow < U/G Telephone Conduit LOS B (S.U.E.*) TC
Equality Symbol Q A/G Tank;Water, Gas, Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) --TC--
Spring -..,_ Pavement Removal lV' � p Geoenvironmental Boring
VEGETATION: U/G Telephone Conduit LOS D (S.U.E.*) if
Wetland AL U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*)
Single Tree C? o Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) °-
Single Shrub 0 a End of Information E.O.I.
Sump U/G Fiber Optics Cable LOS D (S.U.E.*)False
MACON COUNTY PROJECT REFERENCE NO. SHEET NO.
BRIDGE #550180 I7BP.14.R.208 4
c0 .c R'W SHEET NO.
-L- CURVE DATA h�,,•- -Y- CURVE DATA ROADWAY DESIGN HYDRAULICS
BEGIN APPROACH SLAB ,-T..',,m,-T..',, ENGINEER ENGINEER
PI Sto /2+42.3/ PI Sta 13+80.74 PI Sta 10+18.62 PI Sta /0+73.49 ^""F.'
-L-STA.12+83.00 VAR.2'-2" PROP. r , o`tH CARp��.,
0 = /2/0 25.4'(LT) 0 = 35 06'362'(LT) A = /9'12'38.0'(RT) A = /0'27'31.4"(LT) Q
1'-3„ TO 2'_3" SBG O2 �: 'gs . '% �.`2° FE55%'+ )r''�.
TYPE-In TYPE-III SC i� D = 14'19'262' D = 57'17'44.8" D = 52 05'/3 5' D = l4/9 262" o0
-REL CATE DION SENA RELOCATE `RSEAL��`,' SEAL
O L = 8499 L = 6I28 FEN E DB H-33 PG 1350 FENCE L = 36.88' L = 73.02' if�y � BY OWNER
PROP. -��1�310' ��L1j/ T = 4265' r = 3/64 (BY OWNER) S� ( ) T = I862 T = 366/' \i:\--'-c)
4 35018 j i 038697FDPS / a / 0 R = 400A0' R = 100.00 R = 110.00' R = 400.00 ` `•..F v+ F Q,t'
///�� 10' '��� _ _ +3. 0' END BRIDGE s000 ••NG E% '�GINE%
____ ° PROP. SE OA3 SE OA3 aa.00' -., I N �1,J♦ .,09•..• p�1�
TYPE-III FDPS DS = 20 MPH DS = 15 MPH , -L- STA 13+46.30 95.00 'i „�„„ ` ''::°B. '
1'-3" B-83•C ry, _ EX.RAN
VAR.2'-3" END APPROACH SLAB N, 2LASS B RI RAP ` iii.1TO 2'-4" -L- STA.13+57.00 01 -L- PT /2+8464 i Z DOCUMENT NOT CONSIDERED FINAL
BRIDANS SEE DWAY RELATIONSHIP SKETCH BEGIN FDPS -L- PC /3+49J/ ,,; ,! a�-L-IN t2+zz.zz 4 �• �oUNLESS ALL SIGNATURES COMPLETED
IFOR STRUCTURE PLANS,SEE SHEET S-1 THRU S-321 JAMES CLINTON RAMSEY a �..��
DB I-25 PG 517 -L- PC 1/+99.65 I END IN-L-STA.13+83.86 ,,\ y�~"PIS PP�� BL-3 804-C N. LAFAYETTE ST
/ TGS ENGINEERS
EX.RMI + < "'I ( r- -PROP.16' ` �\ ��4�p0Eo s- SHE(704)4 28150
L�� P� p� ,� PH (704)476-0003
30.00� + ,< 30.00' ASPHALT ! .�>� is '0 ,apt Pi CORP. LICENSE NO.: C-0275
_.- BEGIN PROJECT 50.00' DRIVE �1\��,.- yd : ,,- -L- POT 16t2935
�� +0.00 `ate /yv 'c l�p I,
17BP.14.R.208 �`\ ao.00' +a•„ +10.39 `� �^'e 4 �p���
L STA 11+80.00 8'CMP + : • N 30.00' 30.00' eNr j�� co
30.00� �'�f�94 E�
To BL-I RETAIN & Q� \ ,� *k. ^j- r r 40�
�-/3/0 CLEAN OUT \ \ E!. ♦.w.,.r ♦ EX.RW A,
t R Y . MaI,4�„o R, -.- \\\ C� , � s !I E 1 `�.i END PROJECT
-L- POT /0+00.00 '•�IIi1•(�,._ " z cMP 1 �. POE �I�i� I�E � �►�' Nj
„ ,
r" ��ye 17BP.14.R.208
i 0M4, r, 41, •� N ��., ,";.:.,..,44' ______..- . ,11A441)1:r ►�_��r��'' � + �0v'` . ,5,�. -L STA 14+90.00
%/// <� ��� BM D/r l�L)4' � \1 30.00� 30.00�
/ 1 EX.RAN 1� 1L4�I�I! /O/[.:YZ A V� � .
/ORS-L-STA.
FDPS "�-�� V 2
/1tl/ -L-STA.,2+0888 ' �] >�tc'+++++ ',A.., L
/// 30.0•• 'f . C'�f w:-'w �.-g r uC` �I t4 ,f -L- PT /4+10.39
ro" # 4 �ss��b� `"' +,r,r DION SENA
spPnc, / * �; �. RAIN az.00' DB H-33 PG 1350
O DR NOT DISTURB -TANH . ��A ,"r b wo36• -L- POC 13+75.00
O� SEPTIC FIELD AND 30,p6• 40.00' ,t' �!'•'
DRAIN LINES 25Fo I �' 0.00 Q. '�P7�.'�-A 30...' -Y- POC IO+OOAO
JAMES CLINTON RAMSEY +:a.a o .� 3610'
DB I-25 PG 5IT 3o.00r '4000- 5 �,, -Y- PRC 10+36.88
DETAIL A BEGIN BRIDGE ;✓,8 < '30.00' S. ,••.
Z TOE PROTECTION -L- STA 12+93.70Illt ,M e C ... ''*. 30.00' �3
O INor ro s<al•1 ,<F '`' 30.00� IT/I� N
SHOP CURVE
N TOE PROTECTION 1 4"c7 ... \'
• STRUCTURE CLASS II SAITEM P)
.I CUT SLOPE BACK AT 1.5(H):1M / V,, e\ '" (STRUCTURES
)
d & LINE W/CLASS II RIPRAP I CT &;I i. 9,9\.EX.RWV
d=1 Fr. (24"THICK,KEYED-IN) ',, CID F END FDPS
T=e H Geotextde END CONSTRUCTION ' x MAILBOX MTL 15'°MP a3 - -Y-STA.10+62.86
Type olUner= to T°es,Cleu B Rip-Rap i �'I DION SENA ` _ ^+TL' ' �' O `\\\\\' HISTORIC SITE 31MA779
ceer0 rT 20 sv m,v:r B H-33 PG 135. °, �,'/ \"/�\
17BP.14.R.208 WOODS ,, WOODS r oe WOODS CLEAN R.SENA \ -Y- PT 11+09.90
•
L STA.12+50 TO STA.12+70 RT f
-Y- STA 11+2 0.00 i DB -31 PG 1694
-L- _y-
2,340 2,340 2,340
P1= 1 r- LX) RI= /2 g S RI= /3+62DO RI= 14+42.00
_ ,,.II__ �_•_�, PI= 10+25.00 10+88.00
2,330 _ ,I = "r • , .= - • 2,330 VC 229799' 23Qy 2,330
. A. 1_ = 25' 50
OS = 45 M N US = ." MI-'N DS = 4 MPH US = • MHH K = / K = 32
OS _ MPH OS - 35 MPH
2,320 - : -• lells.�.s.r'_`-" 2 320 2,320
c RE.. BEGIN END GRADE '
o LOW KE. 1 STA.IQW/ 9 - -Y- 1rrid+2(DO
Q BEG GRADE - u `` ELEV� 42,KYfiT t LEV.2.304 6/
2,310 - :....1■J-- ...'.1.�T, 11=. 2,310 �- 2,310
m ELEV.2,30127 , ''• ' ,�.1
i BRIDGE HYDRAULIC DATA oJ.� 2 . Ey• "� ,�O/ �5/
2,300 - '7 "T= �', 2,300 (+�' (+)5-7 2,300
-DESIGN DISCHARGE = 950 CFS ■■IIZII1C<�iii !__ __,��, 03.
.071.11
DESIGN FREQUENCY = 25 YRS 1,
�� m 'n
_i___i_ -DESIGN HW ELEVATION = 2297.4 FT �11'i?M0i \..._
2 290 BASE DISCHARGEfiiiiiimmin '�'_ 1400 CFS rr '��'�'�- 2 290 �' •••• 2,290
'm BASE FREQUENCY = /00 YRS �i_Jlll kWiMI 'nlr llllll■ 'r>e,rs �Q.Tw�c�
°' -BASE HW ELEVATION = 2298.5 FT 1Maii_ a e .
R.
• Wr_Asa n it,RA (nP.)
Lo OVERTOPPING DISCHARGE= 1800++= ..W. ktk .ON DATE
NA i.,YI..: lF..:il
2,280 -OVERTOPPING FREQUENCY= 500++ YRS �•^' � "'' " 2,280 2,280
, & L)WE YHHtASt X RIPRAP ,
OVERTOPPING ELEVATION = 2298.9 FT== (24 HICF rRYIINM
- =OVERTOPPING EXCEEDS 500 YR 10 11 12
- FLOOD EVENT. -(
0 ==OVERTOPPING ELEVATION REPRESENTS
- LOWEST HIGH POINT ON DECK/ROADWAY
WHICH OCCURS AT -L- STA/3+48
DATE OF SITE VISIT = 3/7/20/8
E F -APPROX.WS.ELEVATION
o> -ON DATE OF SITE VISIT= 2290.4 FT
N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII
V T 11 12 13 14 15
L„
�,
BENCH MARK 412 10" SPIKE SET IN BASE OF 24" DOUBLE ASH TREE 12.0' LT. OF STA. 12+59-L- ELEV. = 2297.94'
\
\ \ STA.13+20.00-L-
'\ BRIDGE I.D.STA.
wi. .
6
\ oG HISTORIC �O"G
4 n SITE
1 WOODS -
cn
•
WOODS RIP %
',P.
d- li (ROADWAY MTL SGO r,
_ CLASS II PAY ITEM) ,'' .�F,, `
s_TO SR 1--- - ---_ L SHED l L RIP RAP . MOW11�11���► __�_: • ''S�� -,
MAILBOXis - / • I'1WHH ��
�"U, 484 i
G ►-' _.J L %TWA - Ok► j \i,c-
/4, N
ii��
;' 01" PT 14+10.39 L
a ; �. ifirr
if ���� 4� \�iv / /// � �/ POC 13+75.00 L 2
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�� \N\S\ 1 Air APH-100-
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• STRUCTURE WOODS
/.. -- \ // 120°00'00"; PROPOSED
SEPTIC / �� (TYPI ' '
)
TANK / �� • / . ,. (ROADWAY GUARDRAIL
PAYY ITEM
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`\\���// • i i FOR UTILITY INFORMATION SEE UTILITY
/ / PLANS AND SPECIAL PROVISIONS.
LOCATION SKETCH
NOTES
ASSUMED LIVE LOAD . HL-93 OR ALTERNATE LOADING. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 - EVALUATING
SCOUR AT BRIDGES."
FOR OTHER DESIGN DATA AND GENERAL NOTES. SEE SHEET S-32.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
FOR EROSION CONTROL MEASURES. SEE EROSION CONTROL PLANS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD
BRIDGE DESIGN SPECIFICATIONS. FOR FALSEWORK AND FORMWORK.SEE SPECIAL PROVISIONS.
AFTER SERVING AS A TEMPORARY STRUCTURE,THE EXISTING SINGLE SPAN BRIDGE FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
(1 (Z 25'-6'1 CONSISTING OF A TIMBER FLOOR WITH 1"ASPHALT WEARING SURFACE
ON STEEL I-BEAMS AND A SUBSTRUCTURE CONSISTING OF TIMBER CAPS/TIMBER POST FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
AND SILL ABUTMENTS AND LOCATED AT THE SITE OF THE PROPOSED BRIDGE SHALL
BE IMREMOVED.
TTHE
HEEXISTING
TINGIBRIDGE
TIS PRIS PRESENTLY
YTPOITEDT BELOW
ISTHE
LOAD LIMITLEGAL
LOAD
TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PROJECT NO. 17BP.14.R.208
PLAN VIEW. FOR LIMITS OF TEMPORARY SHORING.SEE TRAFFIC CONTROL
BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT. PLANS. FOR PAY ITEM FOR TEMPORARY SHORING.SEE ROADWAY PLANS. M A C O N COUNTY
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL
H- DEBRIS TO FALL INTO WATER, THE CONTRACTOR SHALL REMOVE THE BRIDGE CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF 13+2 O.O O-L-
AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH STATION:
THE STANDARD SPECIFICATIONS. APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF
THE MATERIAL SHOWN IN THE CROSS HATCHED AREA SHALL BE EXCAVATED FOR MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE SHEET 3 OF 4
A DISTANCE OF 15'(LT.)AND 30'(RT.)OF -L- AT END BENT 1 AND 30'(LT.)AND FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION 15+20.00 L ."
30'(RT.)OF -L- AT END BENT 2. AS DIRECTED BY THE ENGINEER. THIS WORK STATE OF NORTH CAROLINA
WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED FOR ASBESTOS ASSESMENT FOR BRIDGE DEMOLITION AND RENOVATION ,....,.,,, DEPARTMENT OF TRANSPORTATION
STRUCTURE EXCAVATION, SEE SECTION 412 OF THE SPECIAL PROVISIONS. ACTIVITIES.SEE SPECIAL PROVISIONS. �N CAROB°'•., RALEIGH
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITIES �.`��PgESSIONat�9%,,
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM ON ROADWAY PLANS. - GENERAL DRAWING
THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR SEAL
THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM E 20125 '-
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR 4.. (F FOR BRIDGE ON SR 1369
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING �'a54 �cmE a'-
BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT �,,,;�L cA,-;•' OVER SUGAR COVE CREEK
THE PROJECT SITE. �""'"� BETWEEN SR 1310 AND NC 28
DOCUMENT NOT CONSIDERED FINAL _
UNLESS ALL SIGNATURES COMPLETED REVISIONS _ SHEET NO.
• 1W TGS ENGINEERS NO. BY, DATE: NO. BY: DATE: S-3
DRAWN BY : NMW DATE : 10/18 N.. 804-C N. LAFAYETTE ST
C MGC DATE SHELBY, NC 28150 1 3 SHEETS RECKED BY
3/19 PH 704)476-0003
DESIGN ENGINEER OF RECORD :MGC DATE : 3/19 CORP. LIeENSE NO.: C-0275 24 32