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See SPet 7A For Index of Sheets
See Sheei iB For ConvenYlonalS mbols
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VICINITY MAP
90% PLAN SUBMITTAL �
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THIS PROJECT HAS NO CONTROL OF ACCESS.
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WAKE CO U11tTY
NCDOT CONT9CT.• DAVID STUTfS PE
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HYDRA[7LICS ENG7NEER�,�,,..,.�,.,,,,
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �� ��� wse ���,��..f".R�<',°,
ADT 2019 = 4767 w"",°°°`.'" ��o��'=�'=
so 25 o so ioo ADT 2040 = 6400 �NGTH ROADWAY PROJECT B-5326 = 0.261 M7 """" "°. `-°`�, ° po39,so ;_ g�� °���p°" ��
K=�� � LENGTH STR[ICTURE PROJECT B-5326 = 0.029 MI �o�::c��,�:so?3�� �
PLANS aois sznHnarm sescrFicnrmxs ys
D = 55 % a.'`�".�."��.��' �
so 25 o so ioo T— q �* TOTAL LENGTH PROJECT B-5326 = 0.290 MI RIGHT OF WAY DATE: RONYELL A. THIGPEN PE ��� „ � a
V= 50 MPH JUNE 22 2015 eRo��.cr�crN66R ROADWAY DESIGN ,,�-�"H cnRo�.,; �
PROFILE HORIZONTAL ENGINEER =o :'o�«v�+:,:y; B°�,� �e
( ) ` (TTST =1%+ DUAL =3%) , E� = r ��
10 5 0 10 20 FUNC CLASS = LETTING DATE: HOLLY CHRISTENBURY PE - oiaus ;_ �e t�se��
MAJOR COLLECTOR APRIL 16, 2019 PRo�acr nes�cv nmenvaex "'�..F.�,Ne�g,��'=
PROFILE (VERTICAL) SUBREGIONAL TIER � �����' c�R�s��,�
LOCATIOIV: REPLACE BRIDGE 1V0.247 OVER WHITE OAK CREEK
O1V SR 2555 (RAYIYOR RD)
TYPE OF WORK: GRADIIYG, DRA7IVAGE, PAVIIVG, A1VD
STRUCTURE
BOUNDARIES AND PROPERTY.•
$Tafe Line
CounTy Line
Township Line -------
Ci}y Line
Reservafion Line - -
Property Line
Ezisting Iron Pin �
Compufed PropeAy Comer �
Property Monument �
Parcel/$equence Number i�3
Existing Fence Line -x x x-
Proposed Woven Wire Fence
Proposed Chpin Link Fence a
Proposed Barbed Wire Fence 6
Existinq WeHand Boundary ----^�a----
Proposed Wefland Boundary ^�a
Exisfing Endangered Animol Boundary F•a
Existing Endangered Plant Boundary F°°
Existing Historic PropeMy Boundary ^�a
Known ConTominofion Area: $oil -�-e-�-
Pofentipl Con}omina}ion Area: Soil -�-s-�-
Known Contominofion Area: Wafer �-w-�-
Pofen}iol Con}omino}ion Area: Water -�-w-�-
Contaminated Sife: Known or Pofenfipl
BUILDINGS AND OTHER CULTURE.•
Gas Pump Ven} or U/G Tonk Cap O
Sign �
Well .
Small Mine 5:'
Foundation 0
Area Oufline 0
Cemefery OT
Building �
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Wafer
Hydro, Pool or Reservoir �____]
Jurisdicfional Sfream —�s— _
Buffer Zone 1 az i
Buffer Zone 2 ez z
Flow Arrow F--�—�--
Disappearing Siream ����—���—
Spring p� _'..___
WeHpnd �
Proposed Laferal, Tail, Head Difch
False $ump �
�°Il°A°1[[°'� �1F N�➢IE8°1['[°][� �A1E8�1LIII�A9IIDb�II�b�i� �1F ][�d4��[�VA��
CONVENTIONAL PLAN SHEET SYMBOLS
RAIIROADS.• Note: Not m Sca1e *S. U.E. = Subsurf¢ce Utility Engzneering
Sfpndard Gauge � Hedge "^'"^"�'^"^^""
RR Signal Milepost � Woods Line � --��"'�
Swi}ch N 0 5 Orchard � S? f? fl
RR Abandoned — —�— — Vineyard 0
RR Dismanfled EXISTING STRUCTURES•
RIGHT OF WAY £y PROfECT CONTROL:
Secondary Horiz and Vert Con}rol Poinf
Primary Horiz Con}rol Poinf
Primary Horiz and Vert Confrol Point
Exis} Permanenf Easment Pin and Cap O
New Permanent Easemenf Pin and Cap
Verticol Benchmork
Exis}ing Righf of Way Marker 0
Exisfing Right of Woy Line
New RighT of Woy Line �
New Righf of Woy Line with Pin and Cap— ��
New Right of Way Line with �
Concrefe or Grani}e WW Marker
New Conirol of Access Line wifh �
Concrete C/A Marker
Exisfing Comrol of Access —��
New Conirol of Access �
Exisfing Eosemen} Line --E--
New Temporory Construction EusemeM - e
New Temporary Drainage Easemen} TOE
New Permanent Drainage Easement eoe
New Permanent Drainage /Ufility Easemen} ouE
New PermanentUtility Easemen} —rue—
New Temporory Ufilify EosemenT —rUE—
New Aerial Utility Epsement nue
ROADS AND RELATED FEATURES.•
Exisfinq Edge of Ppvement
Exisfing Curb
Proposed Slope Stakes Cut --- �---
Proposed $lope $takes Fill --- F---
Proposed Curb Ramp cR
EzisTing Mefal Guardmil ' ' '
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail "
Equalify Symbol �
Pavemen} Remavpl �
!�E'GET,9TION.•
Single Tree Q
Single Shrub o
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gut}er
Sform Sewer Manhole
Sform Sewer
UTILITIES:
POWER:
Exisfing Power Pole
Proposed Power Pole
Existing Join} Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Tronsformer
U/G Power Cable Hand Hole—
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
L4G Power Line LOS C(S.U.E.*�
U/G Power Line LOS D(S.U.E.*)
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WATER:
Water Manhole
Wafer Mefer
Wafer Valve
Water Hydrant
WG Water Line LOS B(S.U.E*)
U/G Wa}er Line LOS C(S.U.E*�
WG Wa}er Line LOS D(S.U.E*)
Above Ground Water Line
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N:
�� N Pedestal �
— — - N Tower �
r_ ___� UT N Cable Hand Hole "0»
� e WG N Cable LOS B(S.U.E.*) ----'�----
WG N Cable LOS C(S.U.E.*) --��---
� lLG N Cable LOS D(S.U.E.') '°
WG FiberOptic Cable LOS B(S.U.E.") ----�•�°---
WG FiberOptic Cable LOS C �S.U.E.'�— ---�°��--
U/G Fiber Optic Cable LOS D �S.U.E.*) '�'°
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GAS:
Gas Valve
Gas Mefer
lLG Gas Line LOS B(S.U.E.')
lLG Gas Line LOS C(S.U.E.*)
lVG Gps Line LOS D(S.U.E.`)
Above Ground Gas Line —
0
�
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole �
Telephone Manhole OO
Telephone Pedestal O
Telephone Cell Tower �,
WG Telephone Cable Hond Hole 0
lLG Telephone Cable LOS B(S.LLE.") ---�----
L4G Telephone Cable LOS C(S.U.E.`J— --�---
lYG Telephone Cable LOS D(S.U.E.*) *
WG Telephone Condui}LOS B (S.U.E.*) ----*_----
U/G Telephone Conduif LOS C(S.U.E.') --*_---
WG Telephone Conduit LOS D(S.U.E.') '_
lYG Fiber Opfics Cable LOS B(S.U.E.`) ----<<�--�
U/G Fiber Optics Cable LOS C �S.U.E.')— ---<<�---
U/G Fiber Op}ics Cable LOS D �S.U.E.*) "� —
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer CleanoW
UT Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.")
55 Farced Main Line LOS D(S.U.E.')
MISCELLANEOUS:
Utility Pole
Utility Pole wifh Base
U}ili}y Located Objec}
Ufilify Troffic Signal Box
Ufility Unknown ViG Line LOS B(S.U.E.`)
WG Tank; Water, Gas, Oil
Underground $torage Tank, Approx. Loc. -
P✓G Tank; Water, Gas, Oil
Geoenvironmenfal Boring
lLG TesT Hole LOS A(S.U.E.')
Abandoned According fo Ufility Records -
End of Information
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� BEGIN BRIDGE ti o�aPREPaREoa� Paa,E�.aEFE��<E�a E.
BE(�'ll�l APPfZ�ACIi 5�,� -�- SIO. /6-/-9.3.7/ ��B'�v �� �� / . B 5326 me4Ho
END APPROACH SLAB sPE< °u',��,`�K �,c� ti °�
-L- Sta.16+82.87 / �,ok,. � SRS a°AE���o���` "E°�"�EER�
i__ -L- Stae 18+57.l3 O �oo ���t...t..aF-0�6, ..�.,
TYPE III 5 TYPE III „ � � p � z tH cnc'a�- zo�, �ti
%°` � m ND TIP PROJECT B-5326
N - & N i i - N 2,_6„ C&G � + � �`�� ���o _
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e p 1�=rw sm.] � � _m�Et a � �
YPE III TYP III 3'-5"PS A A ` BM i996 PG 300
UNLESS ALL SIGNATURES COMPLETED
3�-5°Ps 3�-5° a ,00 N - � � �. ��
48'-8" END BRIDGE °°°° 'A°"" �� mP �s j__
F-F ,J -'-�r �L � PT Sfo.26+14.25 � a, � ��
-L- Sta. 18+46e29 �e,���� � -_ �/ =�o ��
_ I N p` -' x '� r/e �m p 1 � �
AT-1 Nor ro scn�e - °'�'"^ - N -!�x�� k A t� �
BRIDGE SKETCH � '0+90iO'°+10L� W � ���y�I'� �
D AIL G � --- - H�pz V` /1 �/ I
DET�I�B DETAILD -R ��i00 \�i, \ .
sr DnxoILA „ e u �" ��e��e:mi � ��„�ozw. = C � +as.oa a /� �iv-__\;�� /��'� � � . : -BL-104
W2�. � 6 \�� ��,,�� � �l� s
1 am�e •=�^a ,. � p, a s � 69.60 L STA.24+70 TO 25+59 bl �� ��� 3p 0 9
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'BIIRNETT PCKETi &G � SNo � �`� � ` N:698.T96
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FROM L �rc. ni.. ' *vre ol �.a� � `� . �
WOM L SiA 1d+68 i0 la+IS Li � �
O L SiA.li 55 To 8=55 FROM L SiA 18 65 i0 19+00 Li , fROM L SiA 19+00 i0 20 � I " eM 9�� PGGSap //+ � /� � /G� a F� �N
� � �END GRADE �� � �
cuave oara rRa� � � �.�
Pl Sta /0+23.96 PlSto 10+5250 Pl Sfo 10+8/.l2 � wHire onK nssocinres, n � u H�� e
�.�. �E�E�� PaR��ER���P I-L- STA. 2 4+ 7 �
o= ir oo� aa.9° r�n o= 22' or 29.a� rRn o= ir oa 4a.q� r�n • � ° i � � �
D= 57'l7'44.8" D= 57'l7'44.8" D= 57'l7'44.&' a�oun�o poo�E
wHre oaK aswenres a L= 1922' L 38.44' L= 19.22' z� o ozs ss tl N esrsv3 sv
uc coeEaifisP TNcaswa T= 9.64' T- 19.46' 7 964' xrvaP I pc srs o e oa5`* ..
o R= ioo.00 R= ioo.oa R ioo.00 Ro,Ear � �� _�+� � � +
- MO 6 vG 265GIN TIP PROJECT B-5326 Por -aRi- s o = aA� i 7 9��8�?�, � � `�
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JO�� � / � + �75i.'IO+g0.7 waoos � ooNa�o
� � sa x. �p � PRC S1o.10+7/,q8 n xr ME�vr� o sr Nci� nNo.� � 000i� I
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a �i +nc ry o3 an� qicH . x• �� ��/, {,} HxMEH. `41� Q o Eco6� wr�ren n� L PC Sio. 23+5778� z �
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Po7 -OR/ Sta. /0+9/,22 S 5f Oy 10.5 W 0 � t;q � �S Po7 OR3 Sta.1 +00. _ .� Lx wo
PG Sto l +13.82
5 54' S7' 07 /" W t '� I0e O 03 • -L- STA 20+5246
PROPOSEO SI�EWALK ���� POT -OR2- S7o. ll+1677 �o - / P07 SYo�. 10+00.00 DETASL I
PROPOSED PAVED SHOULDER DO NOT DISTURB GATE 5 52` ' S.0"W ,y ��� h' 6029'l9A"E CURVE DA7A -L- lRAYNOR ROJ svet rtn �
NOTE: ALL RADIIARE 10' UNLESS OTHERWISE NOTED DETAIL F � DETAIL G H DETAIL H PlSio lOfl5l2 PISio /2f99.74 Pl Sta 24f/3.64 PlSta 25+q200 �� m�
CONTRACTOR MUST COMPLETELY REMOVE a�P ,�„ : i �T ��+e��e:ai x �= 0`OS'03.5"(LTI 0= 13�4Y19J"(LT) �= 2'S8'36.3"(R71 �= 8'l9'223"fRT7 :iop
EXISTING TIMBER ABUTMENTS INCLUDING �A?� ���� °° °• D= 0`l6'43.4" D= 4'35'0/.2" D= 2'39'S37" D= 5'44'S6.9" �,e�
��� _ � L= 3024' L= 798.64' L= ll1.70' L= 14477'
ANY CONCRETE FOOTERS USING APPROVED x � a -��� i.r+. si - r= l5✓2' T= 150.03' T= 55.86' T= 725/'
NCDOT BMP METHODS. / �"°• pm�� - GP��tl '�'� ' R= 20555.87' R=/,250.Od R= 2150.Od R= 996.62' ������� _
SEE SHEET NO. 5 FOR -DET- PL4N AND PROFILE �eme..ne G�fFm��F - "`^' OS = 50mph OS = 50mph
- SEE SHEET NO. 6 FOR -L- PROFILE "^ a°_ "° - ' - SE = 4.0% SE = 4.0% -- -
SEE SHEET N0.6 FOR -TRAIL- PROFILE �� ��� -���u � - - - _ - RO = SEE PLANS RO = SEE PLANS iss.ao
�,.� SEE SHEET N0. 7 FOR -DR4- PROFILE �p�,M,��,s ��yo� ,� �p_,;s „ fwoM -�- s*n i�+es *o ie+so ar fROM -�- srn ie+so ro n+oo ar FOR RO FOR RO
i— — — — — — — — — — — — — —
i
I _ -DET- "E�Y� � µ w. o,EBR5326E�o menHo
I CONC. +92 -L PI Sfo 10+6373 Pl Sto 12+53.67 Pl Sto 21+63.19 Pl Sto 25+/6.90 Pl Sta 26+/4J9 R H
BARRI ER o= i� 3s i33° rRn o= 2e� as s9�° rtn o= a� ag 3zz° r�n o= n� ao� ie.a° rRn o= r' aa n.�� rRn � E ��° ���
, � oAow E: �
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� B_ fg� D= l0' 94' S8.8" D= l0� 44' S8.8" D= S 43' 465" D= l0' 44' S8.8" D= 5 44' S6.4" r .� a; � ,,, ,,,
TYPE-III L= 126.86' L= 249.00' L= 154.04' L= 164.39' L= 3L49' ,,;�� cnRp'�-;, ,,.��,H_�^reo�ti ;
I 7= 63.73' T= 126BY T= 77J7' 7= 8285' T= 1575' ,o :.o,us,oN... � -��oeEs'sioN...,q =':,
R= 533.00' R= 533.00' R= 1,000.00' R= 533.00' R= 996.62' ;'_" '�'•,9: „
I e= 4.0% e= 4.0% e= 4.0% e= 4.0% '�' - i��i 'r- oasieo �
-DET- a o � � o DS = 90MPH OS = 40MPH OS = 40MPH �90 " - '- '
I Lr = SEE PLANS Lr = 72' L� = SEE PLANS _,o �`��+��wc"'�'' �,;o:qcwcE:a�:'
I o 0 o FOR RO FOR RO '\'�.�S,R �`�fFCHR�st�;�'� .,L„VJ
� .� � "„ „ ""�N.s w n�, `�'
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