20210302 Ver 1_Permit Plans_20210610

DocuSign Envelope ID A0D17369-11DD-4BA1-98C4-6BE68B41436E
6
T of {., STATE A 77QQ OF NORTH PiL41������777 A ¶�q �( TF}}}���Y A
d
See Sheet t A For Index Sheets SV�V A T E O F NORTH C�II 0 L I IN A STATE STATE PROJECT REFERENCE NO. R NO. SHEETS
See Sheet tB For SymbologySheet
N.C. 17BP.14.R.167 1
� - DIVISION OF HIGHWAYS STAIR PROI.NO. P.A.PROJ.NO. DESCRIPTION
17BP.14.R.167 N/A PE
I�/I
°J��PS 2 176P.14.R.167 WA RIGHT—OF—WAY
PROJECT �/.�1 17BP.14.R.167 WA CONSTRUCTION
LOCATION 1372 I CHEROKEE COUNTY
6omo a•• 1373
o
9
ev,24 .�70
pis
®I a LOCATION: REPLACEMENT OF EXISTING BRIDGE No. 170
F / 1426`� OVER MARBLE CREEK ON SR 1411 (OLD BLOCK PLANT RD)
L321,(20............„.„.
L . 4P ,' iñ
5--- ,./
TYPE OF WORK: GRADING,DRAINAGE, WIDENING, CULVERT AND
�1 I. PAVEMENT MARKINGS
V 1366 ►�/ 0 �
1366
�`y %
w Permit Plans
5
V VICINITY MAP
PS PS 100% PLAN SUBMITTAL
BEGIN BOX CULVERT ri -L- STA. 11+54.06END BOX CULVERT END TIP PROJECT 17BP.14.R.167VINI -L- STA. 11+75.93 -L- Sta. 13+10.00 00
BEGIN TIP PROJECT 17BP.14.R.167 ��-L- Sta. 10+05.00 / jl,iii:
5
/Y .
" % ice A� ��� I /
.7i Stream B
� /
r
I END CONSTRUCTION /
-L- POC Sta. 13+50.00 /
(1 /
A J
/i� I II
I ,
CLEARING ON THIS PROJECT SHALL BE PERFORMED Stream i 1 DOCUMENT NOT CONSIDERED FINAL
. , TO THE LIMITS ESTABLISHED BY METHOD II. UNLESS ALL SIGNATURES COMPLETED
J
PREPARED IN THE OFFICE OF, HYDRAULICS ENGINEER`;IIIIII1I/,
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH " I 1 F ATJE�JLLE STREET
,s``t� �AR 'O:
1 SNTS 1500 V .•
1w.riu NC n601 o:•EESS/0••..G
ADT 2000 = 40 VPD TEL:L91�.8%.4040 ?:QQo q;.'
FAx:Ln9.R56.ao99 SEAL
520 10 0 20 40 LICENSE NO.F-0165 = BE®G��
V = 20 MPH* LENGTH ROADWAY PROJECT 17BP.14.R.167 = 0.054 MI FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 27876 �t® 04
1 1 1 6/10/2019 .i,P.fyGMEEQ'e..... tea,' 4®
up PLANS LENGTH STRUCTURE PROJECT 17BP.14.R.167 = 0.004 MI 2072 STANDARD SPECIFICATIONS Raana S{aan LU ��i�Nq STANs``` e�
[GBFI3E,A0769.7 P.E ,/4„, 0
T RIGHT OF WAY DATE: RONYELL THIGPEN, PE SIGNATURE: m
2`0 10 0 20 40 TOTAL LENGTH PROJECT 17BP.14.R.167 = 0.058 MI PROJECT ENGINEER :^.................
■ BRIDGE DESIGN JUNE 29,2018 ROADWAY DESIGN ,s9. 1S0e4 ��
* o:oFEss'4,.*2`
ERIC MISAK ENGINEER ;?;e 9•,9 jai:
o PROFILE (HORIZONTAL) SPEED INVESTIGATION LETTING DATE: d` SEAL ,\ ��� AASHTO GEOMETRICPROJECT DESIGN ENGINEER 33290 c 5 ®F irI
<r6 O JANUARY 27,2026 o•f
F VERY
LoLo0 4` 2 0 4 8 OW-VOLDESIGN UME LOCAL " `'2�.'5GIINE'VQ`Q
0 ■i I i l ROADS ADT<400 NCDOT CONTACT. JOSH DEYTON, PE 1 �°f"" 6/10/2019 b•,,F42 A tN,,,
—,ea,,,,.., P.E. „n•
o]"- �� PROFILE (VERTICAL) J` ( ) l\ DIVISION 14 BRIDGE PROGRAM MANAGER SIGNATURE: J` J

DocuSign Envelope ID'.A0D17369-11DD-4BA1-98C4-6BE68B41436E
0' PROJECT REFERENCE NO. SHEET NO.
/7BPJ4.R.167 IA
ROADWAY DESIGN
ENGINEER
a';N"CARoN
�'Y�,
INDEX OF SHEETS ..
GENERAL NOTES: 2018 SPECIFICATIONS �,o;.oeESSi
tyP 9� :
SHEET NUMBER SHEET EFFECTIVE: 01-16-2018 ' SEAL _
REVISED: �,: 33290
1 TITLE SHEET %O2/'�vGINEEQ GQ�C
.,"A:,s
1A INDEX OF SHEETS. GENERAL NOTES, AND LIST OF GRADING: FICA,,((,fi(,,i A,6/10/2019
STANDARD DRAWINGS ,—SCRMIARDSSE147...
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR
1B CONVENTIONAL SYMBOLS FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES
RWO2C-1 SURVEY CONTROL SHEET MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
2A-1 PAVEMENT SCHEDULE, TYPICAL SECTION AND DETAIL
CLEARING:
2C-1 25'-0" CLEAR SPAN GUARDRAIL PLACEMENT
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
3B-1 MISCELLANEOUS SUMMARIES (EARTHWORK. TEMPORARY GUARDRAIL) METHOD II.
3D-1 DRAINAGE SUMMARY
4 PLAN SHEET SUPERELEVATION:
5 PROFILE SHEET ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
TMP-1 THRU TMP-5 TRAFFIC MANAGEMENT PLANS SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
EC-1 THRU EC-6 EROSION CONTROL PLANS
UO-1 THRU UO-2 UTILITIES BY OTHERS
SHOULDER CONSTRUCTION:
X-1A CROSS-SECTION SUMMARY ASPHALT. EARTH. AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
X-1 THRU X-3 CROSS-SECTIONS SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
S-1 THRU S-3 STRUCTURE PLANS
SN STRUCTURE STANDARD NOTES SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS. STREETS. AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
2018 ROADWAY ENGLISH STANDARD DRAWINGS GUARDRAIL:
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
N. C. Department of Transportation - Raleigh. N. C. . Dated January. 2018 are applicable to this project CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
and by reference hereby are considered a part of these plans: WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
STD.NO. TITLE
TEMPORARY SHORING:
DIVISION 2 - EARTHWORK SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
200.02 Method of Clearing - Method II WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING".
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
3I0.0ION 3 PIPE CULVERTS Site Impact Type Impact Length
300.01 Method of Pipe Installation
DIVISION 5 - SUBGRADE. BASES AND SHOULDERS
422.11 Reinforced Bridge Approach Fills - Sub Regional Tier DIVISION 5 - SUBGRADE. BASES AND SHOULDERS 1 B o x Culvert 40
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 8 - INCIDENTALS l a De - Watering 7 0 '
806.01 Concrete Right-Of-Way Marker
806.02 Granite Right-Of-Way Marker
862.01 GUARDRAIL PLACEMENT
862.02 GUARDRAIL INSTALLATION 2 s t re am Re 1 o c a t ion 50
876.02 Guide for Rip RapLLat Pipe Outlets
876.04 Drainage Ditches with Class 'B' Rip Rap
2a De - Watering 70 '
3 Rip - Rap ( Upstream ) 13 '
4 Rip - Rap ( Downstream ) 12
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Q, PROJECT REFERENCE NO. SHEET NO.
17BP✓4R✓67 4
DETAIL D SF-860133 RAN SHEET NO.
Site ROADWAY DESIGN HYDRAULICS
+APPROX.SEPTIC �, SINGLE BARREL CULVERT ENGINEER ENGINEER
DRAIN FIELD LOW FLOW
LOCATION ;m SN CAR° ^pO 1CAR0!,
CHANNEL AND SILLS o! Ess;'
o M F o'•.�Z Off'FESSb �'; (:
= Site 2 a NOTES: o ° SEAL SEAL H. 21--JO-- �'`I p: 33290 =p:•OD I '/' ';I:,'G.NEE.'''•°CONSI1 A" GQ
CLASS 1 RIP RAP FROM ISTHETS°STREAMERI BED ATT THE IS EP O PROJECT ARIES 10 FT. VARIES F<C A TNT ii1 hill O'
EST TONS = 6 SITE DURING CONSTRUCTION.NATIVE MATERIAL Q
IS SUBJECT TO APPROVAL BY THE ENGINEER
BEGIN BOX CULVERT / S 1 t e 2 AND MAY BE SUBJECT TO PERMIT CONDITIONS. Z
/ I 2)SILLS7)AFFLES ARE ALUMINUM AND BOLTED DOCUMENT NOT CONSIDERED FINAL
-L- $TA//+54A6 INTO cu(vERr. a" UNLESS ALL SIGNATURES COMPLETED
HIGH SILL
3)TOP OF LOW FLOW AFFLES SHOULD
MATCH STREAM BED ELEVATION IN LOW " WSP USA
-L- PCC Sta/0+55.75 +O7 +19•80 / FLOW CHANNEL OF STREAM.(THALWEG) 83UITE 150YE7Ol'EVILLE STREET
AND WIFE q, RALEIGH NC 27601
TA&THA B.ASK ( C 24.°•' 56.93' 4//fri
,/9F 4)DO NOT SET ELEVATION OF HIGH SILLBAFFLES TEN: 919.36.40 9
AI MNA PG 533 +52 //j/ ABOVE BANK FULL. 1111117.M FAX:L919.836.4099
DUKE RGV 70' LICENSE NO.F-0165
I
I5)NUMBER OF SILLBAFFLES DETERMINED BY THE
`l:` p.R W ENGINEER.
+40 SILLS AT
SPECIAL LATERAL 'V DITCH ` �4.96'` ° 45' , INLET AND OUTLET /
STA.10+25 TO STA.10+85 -L- LT s' +18.: A O
SEE DETAIL A sic° 1 1 Il'/VC +85 1:1 :1 45.74' +22.41 //, q - F
�I 25i .1 ` +23.3' -a 47.67'+40 ,,� �' SILL __l. i
+c5 .a ; 3' ,,, D BOX CULVERT u n 7' RAIN NK GATE
y� ' Amoo F
+55.751 0 R=10" A. 76.84 -. E a pOF i ldi
- STA//+7593 o`o yy000�o. oo NEEL'°% o
C'� _R=10' - \ P. CHANNEL CHANGE 88 8 e a `°�S "uw" k I
9,50 ,,,,,'DE �, - --NV F \ STA.11+75 TO 12+25 -L- LT I R AIN /
IY CMP li PD7_�_ \ \
72 \e® T��� - 'F SEE DETAIL B BAFFLE
SILL 41 I
'�� ��- s 7.16' 37' C
j' / \ illa �• \ v. 4 -L- PRC Ste.12+1/.64 NUMBER OF BAFFLES=1 I -1
�'' , 5 +2S �' •� ��,� \', ONLY UPSTREAM AND DOWNSTREAM SILL Gt. ;
20 �jt' �00� _ 040► �'� \ k
/ / 4 Q +90\ PLAN VIEW
9'
/BEG! ' " - CT 17BPJ4RJ67 V: o el. 54 ��� lb * - - - ----- GRASS
1
o •4 ��C 34.13' .64tx
o/ /
--e F
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p4 9 O
• • +35_ �S L PO $o. 5+0/r
+057./ fz 50 1�1� N 25. <Q F 40.71 ���A� ��� F25 +35 ��ip END TIP PROJECT l7BPJ4RJ67 ://41
I X.RMEX.RAN 10 G
7 �� ti -L- POC Slo.13+10A0
• BST
� �/ ��' (R� +19.46 O� " v_� �� V F / 15' 59.
CL B RIP RAP- +33.37 r +67.89 _
F 3 TONS �� -� _- ��� �� �L
//� END CONSTRUCTION
V/ 7 45.81' 9' +10_ L POC Sto•/3+50.00 ��SPECIAL LATERAL 'V'DITCH � ++5 10 �SYFF +70 ,,/,:- �s O,, N. �� � 9 FN .I/ o
STA.10+50 TO STA.11+50 L , •R'W \ 75' „� F ' �� a9 +16.07 a��SGaE
SEE DETAIL A "� v, es F F y �pe ��� �. �v ?- 18.90' ���
•
I
/. FLOODPLAIN BENCH,TYP +17.19 • -:�J��� +10 +$1 •1' 0
/� ,',t' A- e�E j5 +90 EX.RAN \ w'�,���\O�A� ��� .fie M� EX.RNJ 18' ,: 1� -„I. ' 0�
°m / CLASS 1 RIP RAP L� 60' Att ,,,�3 vm
EST TONS = 5 +00
NG ( 6SI / `' �l� ice` ►7 _ �w :�','� 1 S �i
/ • s7oNE wALK +67.89 �� �*� �� �z5�X_ �• 6' �9i59" RETAIN
, k 1 WiPHY VENTURE LC /*:/ 9 +00.67 ��`� -�� �' �m �_c� ' l,.-9.06
DB P,JDD PG WOODEN - / 0¢' /Ii'' / q DECK 9' Q� !: SR/9// /2'-20'S0/L 4i0vI �� `�` / , :ii_590D-CONC.
-L- PT $fo•/2+6789F,wOCj aO eLcrr PLANT POgp U5HR CMP�/ +02.16v OF,IaZi / M• . 6 �eo w�.�s& BRUS20.89'%i/ .. 16�I PAD __- ^FEZ(,R/w �., f� III , 25 883 +a0_ e
' ' I� SCALE ' EX.RNJ / _ 11 IT'
am �` BST +14:89 +10
.tl i� _tip % _ �`° AO
21.90' `'
9' `7�MT SIGN
/ I SPECIAL LATERAL''V'DITCH EL
; 1 *+� STA.12+50 TO 13+10 -L- RT cRw ^
,
-L- P f / 7 SEE DETAIL
C $o. 3+006 A 4
A..... •
WALL ji k/ �6s �� DETAIL B
' �� DETAIL A CHANNEL CHANGE
' /, 59U Not to
SPECIAL ILAT Not toRScaleL )' DITCH ( b Scale) Natural
r Proposed
,� -- / �J �!I Natural _____L a Natural
1 -_- P Ground
Ground 'Si �,'.v e< Fill 1589 I Fill Slope
/ \ o o,' D ' ''St Ground 21 1'%Ft. 7
RETAIN e Q Slape O �1-D/ \
= Min.D= 1.0 Ft. I B Min.D= 2 Ft. Exist.Channel
a
0 FROM STA.10+25 TO STA.10+85 -L- LT 363/3 B= 0 Ft.
�. N 1 FROM STA.10+50 TO STA.11+50 -L- RT
W FROM STA.11+75 TO STA.13+00 -L- RT - b= 0 Ft.
Pri
11
14
14
11 o -Iz DucT.I ON
CURVE DATA -L- / FROM STA.11+75 TO STA.12+25 -L- RT
�9PI Ste 10+2822 PI Ste 11+48.02 P/Sfo /2+40J0 P/Ste 13+77.92
�,,� 0 = 2P 43'50.9'(RT1 A = 76'59'56.3'(RT) A = 2'29'10.3'(LT1 A = 63'25'56.6'(LT1
�. D = 38'58'362' D = 49'23'345' D = 38'11'49.9' D = 45'50'11.8' R \
-. L = 55.75' L = /55.89' L = 5625' L = 138.39' $yr(
�. T = 2822' T = 9227' T = 28.46' T = 7725' 'ts
>�� R = 147A0 R = ll6A0 R = 150A0 R = 125A0
,,� e = MATCH EXIST. e = 4% e = 3.6% e = MATCH EXIST. , /
�� Ro = 44' Ro = 39.6' IT DU T.IRON
J 1 /
*H.:. Ds = 20mph Ds = 20mph DI
e F»4 TOP.I587.65' 1 ) \\

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