20150049 Ver 1_revised plan sheets_20160520

See Sheet i-A Por Index of S/reets
See Sh2e7 1-B Po� ConverRionol Symbols
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V
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THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT
SHALL BE PREFORMED TO THE
LIMITS ESTABLISHED BY METHOD II— MODIFIED
��Pil�1L� �ll' A�' �1�O�lllli ��illlO�1L��A�' �i1
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PERQ UIMAI�S CO U1�TY
�p SR 12�0
B � RE
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LOCAT701Y: BRIDGE No.30 OVER PERQUIMANS RIVER
ON SR 1202 (PERRYS BRIDGE ROAD)
TYPE OF WORK PAV7IVG, GRAD7IVG, GUARDRAIL, DRA7IVAGE
AND STRUCTURE
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed ro� Nccai m�r� om� w:
ADT 2013 = 320 ,�„ motta�� a n��cnoi
2o to 0 20 4° ADT 2033 = WA LENGTH ROADWAY PROJECT D61-710030 = 0.085 mi. ,�s6 e°k56,s i':es.6
PLANS DHV = WA % LENGTH STRUCTURE PROJECT DB1-710030= 0.025 mi. '01Lsr,,.Un�R„ sPFc,FCAr,oNs
D= WA % TOTAL LENGTH PROJECT DB1-710030 = 0.110 mi.
20 l0 0 20 40 7= wq /* RIGXT OF WAY DATE: TIM REID, P.E.
V= 50 MPH March 19 2013 P" �Ecr axcm�Fcn
PROFILE �HORIZONTAL) • 77ST = WA DUAL WA%
5 2.5 0 5 10 FUNC CLASS = R—LOCAL LETTING DATE: TRENT HUFFMAN, P.E.
SUBREGIONAL TIER NCDOT CONTACT : rR�N�roxK.sZAKRHAMIDI`P.E. rvr ^rr March 19 2013 "'�<w^�a�„�s,cN ��c,Nt:N��
DB1-710030
176P.1.R.46 I I CONST
McLean
`oox'EMPIb:EE o° :Eo""
,", moffatt & nichol
CONSTRUCTION
REVISION
Date: 4-5-16
Nq\
NSRS 2 0� �
TO
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T
O ��CK�R V
CR�SSROq�S
HYDRAULICS ENGINEER
,",motFaii & ni
ROADWAY DESIGN
ENGI.NEER
1/1lmofta.. a ��

PAVEMENT SCHEDULE
lFINAI PAVEMEM OESIGNJ
q� cnsr :N-P�ncE corvcnErE P�,vEMENr ovER�av
�1 LFVEqs. A"cE aarE oF is�.s �es. cEa sa. �o. iN Eacn oF rwa sA'
PAOP. v +saH�,�, coricAErE sunFncE counsE, r E sFs.sn,
C2 E oF � �es. P A sa. v oEr,H. ,o
ae c�aceo iN �aveas Nor To erceeo i�.z^ iN oerrn.
E1 p, aN ,�vEa�cE A+rEsoFF<ss �espEPEaesaE vo. E, �vPE ess.oe,
E2 or �Ess rxnrv ssaErv�oEarn an caE.nrEa �
p� sNou�oEA eEAu currEA
T Enarx ninrEa:n�
� ez:sr�rvc Paver�ervr
W onprHesEs�EE,j �dsvn�,�r PnvEioENr tsEE sT.allonxo wEoc:Nc oErn:�
NOTE: PHVEAIENT E�GE SLOPES HFE 1.1 1111LES5 SHO�NI�i OTHEPN'ISE.
Detail Showing Shoulder
Berm Gutter on Top of $ubgrade
3'-0"
� ppPy'
3=
T E1
6%2,�
GRA�E TO
THIS LINE
INSET DETAIL
TO BE USED IN CONJUNCTION WITH
TYPICAL SECTION No. 1 AS FOLLOWS
-L- STA. 14+gg,00 TO -L- STA. 15+09.01 (RT)
-L- STA. 16+61.11 TO -L- STA. 16+72.00 (RT)
VARIES-25-0" MAX.
C3
�
' ______�______ W
VARIES
2�z" MIN
MILLING DETAIL
ORIGINAL
GROUND
3- q�^�
\"�-1'
ORIGINAL
GROUND
� -L-
2��I_Q��
8'-0" 3'-0" 10'-0" �i 10'-0" 3'-0"
I ,��_0�� Vy/GR
li * GUARDRAIL SHALL BE PLACED 4'-0" MIN.
' FROM EOT WHEN WARRANTED
GRADE �i
�� POINT i Cl ** PLEASE NOTE THAT ALL SLOPES OVER 3:1
SHALL BE STABILIZED
0.08 0.02 I 0.02 0.08
4'.� --,L } �
T El � �i W� El T CR SS rFS
GRADE TO 6� GRADE TO S�CT �NS
THIS LINE THIS LINE
TYPICAL SECTION NO. 1 oRIGINA�
-L- STA. 13+00.00 TO -L- STA. 14+00.00 GROUND
-L- STA. 17+75.00 TO -L- STA. 18+g0.00
C� -L-
20'-0"
8'-0" 3'-0" 10'-0" 10'-0" 3'-0"
i ���_��� Vy/GR
li • GUARDRAIL SHALL 6E PLACED 4'-0" MIN.
i FROM EOT WHEN WARRANTED
GRADE i
POINT i �� _= PLEASE NOTE THAT ALL SLOPES OVER 3:1
0.08 0.02 0.02 0.08 SHALL BE STAeILIZED
4'�� i
T E� II 61� T C9pSS jFS
GRADE TO GRADE TO SF� IpNs
THIS LINE THIS LINE
TYPICAL SECTION NO. 1 oRiciNn�
-L- STA. 14+00.00 TO -L- STA. 15+20.00 (BEGIN BRIDGE) GROUND
-L- STA. 16+50.10 (END BRIDGE) TO -L- STA. 17+75.00 C� -L-
33' I- 0"
30'-10" (CLEAR ROADWAY)
1'-11" VAR 10'-0" i 10'-0" VAR 1'-11"
3� Z�� i 5�_5��
0 5_5�� ! TO 7_g��
31��� GRADE j
MIN POINT il
A1
0.04 0.04
00 00 00 00 00 0�0 00 00 00 00 00
0.04 ! 0.04
11 CORED SLAB UNITS @ 3�-0° = 33�-0°
i �
NOTE: SEE STRUCTURE PLANS FOR BRIDGE DESIGN
BRIDGE TYPICAL
(-L-) SR 1202 (Perrys Britlye Roatl) over Perquimans River
-L- STA. 15+20.00 TO -L- STA. 16+50.10
Detail Showing Method Of Wedging (W)
o sl�N EE a
,McLean
CONTNACIING COMFANY
f00% EMYLOYEF OWNFO
,", moffati & nichol
CONSTRUCTION
REVISION
Date: 4-5-16

BRIOGE SKETCH (iVTS7
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aPPaoxH su� N�93z,�ze Evn,o�..z36ss �
!�� BL SiAiION 8+69.00 29 LEFi
ani�eono saiKe iN anse oF ie• sweer cuM
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'� , 8 0
- �+ 29
BEGIN BPoLGE END BRIOGE :/o�JEFFEFY NENSLON
-L- SIA IS*2000 � y-rq i6 SOlO DB 6< PG 5
-- * DB i33 PG 356 IMAPI
A/ONG ��HE CHORD t
BEGIN STATE PROJECT DBl-7/D030 y � � � � ,aM-i � � � � `
BEGIN CONSTRUCTION as �. � � � � � � � � �
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— ELLEN flID01fK ESipiE �HE NisiORICPL HIGH WPrER MARK cOUL� NOT BE
ia xaue x,qiooicK oereao�weo av ativscn� oa Pnao�e evioeNce.
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CONSTRUCTION PEaowMaNs couNrv sraucruaE: • �iooso
REVISION = ,rPE A MEN, s,A,�oN oFFSE, owNER
DaTe: 4-5-16 � aowea ao�e �cNe� +z=zs_ -si.o n�aeMna�e eMc
/2 PO!NER POLE EL 14'80 -3F.4� ALBEMARLE EMC `
3 iELEPHONE POLE EL 4+82 28.6 �LF LIN�
5 PO!NER�POLEPOLE EL 16+85 30.5 ALBEMPRLE �
j 6 PO!NER POLE EL 19+09 -90.9 ALBEMARLE
j�� B POWER POLE EL 2I+5� �n � ni arunai r
4 /� -L- P7 Sta 16+6013 3�
EH�iH °R i�N EE EHciH Ea
/ NARY CLpq McLean
OB ]9B i
-�- PC 5/0./6�8�.24 f00%TEMYLOYEFCOWNFO�Y
-L- PCC Sfa.l7+7/A3
IS F�ncmNc n�oNe 1His wE��nNo ,", moffaii & niChol
� BOIINDARv WEPE NOt NUMBERE�
�� � �, ENO STATE PROJECT
OBl-7/0030
-_ ENO CONSTRUC�lOI�I
- � -L- S7A 18t80IJ0 �
veni -____w�e__� -_�a� � ( �
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' zs.irv,ER �� �j� *
i 53'00 W � � �"��'W„ � � 4 � �
—END SBG -C- PERRYS BRiO \�� �
- - - - e.ro -�- n�n �� zo�asr°e eo g ���� l
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a � � � � -� � � � � � /� � � � � � � �
PI Sfa /3t94.40 PI Sfa 17t25.69 PI Sfa l8-l11.73 /
I �= 40'19'332'lR71 �= TOl'452"fRTI �= 5'27'26.7'lR71 ,31 �/ �Q
D= 606' 31.5' D= i 44' 33.6' 0= 6 92' 32.8'
� � I L= EEO./.I' L= 9O.�J' L= 81..34' 4GRv fLARKE BwLEF ,\` `\`
T= 344.40' T= 45.45' 7= 40.70' OB �eB PC Z6B
R= 93793' R= 790A1Y R= 854A0' FOR ADDITlON,4 EASEMEN7S-
S£ = OA4 SE = OA4 SE = OA6 fEXlS71 5EE lNSE7 *2
OS = 50 mpA DS = 45 mpn OS = 50 mp�
FOR -L- PROFILE SEE SHEET 5

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BRlD6E HYDRAULIC DATA I ,,••,HORIZONTAL EUG�uEER E�G��EER
DESIGN DISCHAR6E = 800 CFS �
DESIGN FR£DU£NCY = 2 YRS I 5 2.5 0 5 l0
OESIGN HW £L£VATION = 3.0 FT I � � � � � � �
BASE DISCHARGE = 4/00 CFS I VERTICnL
BASE FREQU£NCY = l00 YRS I
BASE MN ELEVA710N = Z78 FT
GVERTOPPING OISCHARGE _ 1500 CFS DOCIIMENT NOT CONSIDEREO FINAL
OVERTOPPING FREOUENCY= 5 YRS CONSTRUCTION IINLE55ALL51GNAT1IRESCOMPLETEO
OVERTOPPING ELEVATION = 3.8 FT � i REVISION
w� g Q Date: 4-5-16
DATE OF SURV£Y = 5/I/20/3 �� � P �McLean
: � oo�,aa�,,.s �oroP.�.
m � _ $ � E.o�o,FF aw�Eo
W.S.ELEVATION x �^ '^
A7 DATE OF SURVEY = 026 FT �, a Q� o
m JEt =�9b15�� g�� `� � „" moffatt & nichol
P1= /4+50A0 VC = 1/0' � � W ��
GR OE VC =� OS =851 mpli Q �'
10
u� _ �y mPn DS =��56 mpli t+X1.7740% w � f-10.4884% f-I1A303%
m � W t+J1.3302%
(+p.8445%
_____ __________________________ __ . _____________________
-------------------- -_-- ----------- - ------------T
Pl = l7+ ,L07
j I--1------- —LOWE51 CHORD FOR EL = 8. '
GR,40E j � j I I HYDRAULIC DESIGN VC - 80'
� I K= /98
I I- � EkCAVATION OS = 66 mp�
4'-0" CAPS— A� � j � / ELEV = 13 0
ExcAVATION � � I � �',� IeS:I
��
ELEV = 1.4' '� I � � �� MINIMUM DEPTH
WSEL �5/l/2/037= 0.26'— I � � � � OF FIP FAP = 35'
OT SCOUF �� � � CLASS II RIP RAP TO �
/
PROP 2-YR WSEL = 3.00'— �l � �,.._� APPROXIMATE SHOULDEF W/ FILTER
PROP 100-YR WSEL = 778'— �_� � EXCAVATION = FABRIC (2 FT. TMCKI
. �
��, � � ; I20 CY f+/-) (SLOPE NOFMAL 70 BENT)
— — — — — - ____ _ _____ _ ____ __ ____�__ � _ __ _- ____ _ __- _ _- ____ -10
13+00 14+00 15+00 16+00 17+00
18+00 19+00 20+00 21+00 22+00
10
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75 70 65 60 55 50 15 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30
35 40 45 50 55 60 65 70 75
OOGIIMENT NOT CONSIOERED FINAL
IINLESS ALL SIGNATlIRES COMPLETED
CONSTRUCTION �5
REVISION
Date: 4-4-16
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