20160782 Ver 1_Permit Drawings_20160727

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THIS PROJECT IS NOT LOCATED WITHIN THE MUNICIPAL
BOUNDARIES OF THE CIN OF JACKSONVILLE
CLEARING ON THiS PROJECT SHALL BE PERPORMED TO THE
LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES DESIGN DATA
So 25 0 50 l00 ADT 2017 = 700
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1'nii lillf' �- ��=� V= 40 MPH
PLANS DHV = 10 %
50 25 0 50 100 D= 65 %
.{. '.. T = 4 � .
PROFILE (HORIZONTAL) ' TTST= 7% DUAL= 3%
l0 5 0 io yo FUNC CLA55 =
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PROFlLe NFrziicdn STATEWIDE TIER
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LOCATI0IY: IMPROVEMENTS TO SR 1396 AT US 258 ArID
BLUF. CREEll ROAD
TYPE OF WORIL• GRADdNG, DRf1INAGE, PA vING, A1VD SIGNAL
W��I��l� Ai�� ��J��AC� Vl✓���R BIVi�A��� P��Pv19`�
PROJECT LEMGTH
LENGTH OP ROADWAY TIP PROJEQ U-5719 = 0.177 MILES +orzsrnxonxu
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!n I!� o!!!ce ah f1YDRAULICS ENGLNE&R
Su1G4iEDESIGYGRWPPA PRE�.INIINeLRY PLANS
����N.V YOR CONsiµVRlaM1'
RfGHT OF WAY DATE: DAVID L. WILVER PE �
TOTAL LENGTH OF TIP PROJECT U-5719 = 0.177 MILES axo�ccren�cc.aex — ROADWAY DEsicN
JANUARY 9.2077_ Exc N �ex
PRELIDfINARY PLANS
LETTING DATE: J_MATTHEW PICKENS, PE `°"°T"°°"°"
AUGUST 15.2017 �'ROJ£C]'OES(GNFNGINfcw
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SEE SHEET 5 FOR -YI- PROFlLE
SEE SHEET 5 FOR -L- PROFILE

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SEE SHEET 2B-IFOR DRIVEWAY DETAIL
SEE SHEET 5 FOR -YI- PROFILE
SEE SHEET 5 FOR -L- PRORLE

O 2.5 S PROJ. REfERENCE NO. SHfEi NO.
�� U-5719 X-11
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PROIKi 0.EFERENCE NO. SHLET NO.
U-57/9 X-lB
�°3'A'1°1C ��' N��'dT1H �.4��8�d,3NA
IlTgVd�I�9N 3D]F �Iiiai��VA�� Pas�,iruNAar n�Arrs
Appmximole qoaniilies only. Undazsified Exmvalion, Shoulder Borrow, Fine Gmding,
qIq Removol of Exis�ing Asphvl� Povemen�, and Clearin9 and Grubbing wiil be
-- 6// \���-SECTION S(JI�IMARY PO1d far al Ihe ca imtl lomp zum price Ior "Grading."
Station I1nN.Exa Embt Station Uncl,Exa Embt Station Uncl.Ezc, Em61 Station Uncl.Exa Embt Sfation Uncl.Eea Embt Station UncLExc. Embt
L (cu.yd.) (cu.yd.) Yi (cu.yd.) (cu.yd.) (cu.yd.) (cu.yd.) (cu.yd.) (cu.yd.) (cu.yd,) (cu.yd.) - (w.yd) (cu.yd.)
16+08.00 0 0 13•50.00 p p
16+50.00 13 4 14t00.00 22 g
_ 17*00.00 46 12 14+50.00 51 i6
17*50.00 49 24 . 15+00.00 47 24
18+00.00 i6 25 15+50.00 31 20
18+50.00 4 16 16+00.00 57 8
19+00.00 4 12 i6+50.D0 137 1
19+50.0� 0 0 17+00.00 253 3
20+00.00 44 183� 17t50.00 400 3
20+50.00 37 112 18+00.00 580 0
21+00.00 37 49 18+50.00 499 0 -
21•5�.00 41� 50 19+00.00 287 p
22+00.00 43 37 19+50.00 260 0
22+50.00 43 19 20+00.00 253 0
2afoo.00 46 za zot$o.00 2ii 2
23+25.00 27 18 21+00.00 189 5
23+50.00 30 14 21+50.00 187 g
24+00.00 54 36 22+00.00 718 61
24*50.00 50 47 22+50.00 75 246
25�00.00 41 2fi
25+40.00 �8 p
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P! Sto 19+526B Pl Sto 30+77.68
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o=�r oa oo.a o= z os oo.s� ;g�a a
L - 373b7' L = I.034.32'
r = 187.90' T = 523.34'
R = 1,432.34' R = 2.750.00'
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Pl 5/a 12+99J0 Pl Sto l7+1553 Pl Sta 2/+50.95
0= 1500'43J'(LTI �= 5425'49b'lLTI p= 4528'467"fRT1
0= 6' 44' ffi.4' 0= lf 48' 4B.8° D= 2422' S2.3' is oo�r �'�
L= 28205' L= 503.07' L= 86.54' °
7=/42.33' 7= 276.8/' i= 98.49' -
R= 850.00' R= 485.00' R= 235.00' '* "��
R.O. !l4' R.O. = 76' �:. �
SE = 0.06 SE = 0.04 �' �
OS = 40 MPhI OS = 25 MPH *�
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D = 36l1' 99.9" �
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R = 150.00' h
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POnOWAY DESIGN
ENGINEER
SUNGATE DESIGN GROUP P A
�
Y015 p�ERAGE �AILY iRAFFlC � I OOLUMfNT NOT CONSIOEREO FINAL
1035 y � UNLESSALLSIGNATURESCOMPLETEO
RIOGE ROAO
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i
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SCOUFRHOI� ����f{�" �`Af fiL �9
sEf o�A��� END STATE TlP PROJECT ;-5715
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� s � �-. ,. , . . _
� F� , NO7E:
' . SEE SHEET 2B-IFOR �RNEWAY DETAIL
� � - � •� - SEE SHEET 5 FOR -YI- PROFI�E
SEE SHEET 5 FOR -L- PROFlLE

��A�[`1G �IF' l�T�lEg`�1�[ �CA1fg�][a�l��
�������� �� ��������
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SECTIOI�IS
CROSS-SECTIOIV TITLE SHEET
CROSS-SECTION SUMMARY
STA.16 + 08.00 -Ir TO STA. 25 + 40.00 -L-
STA.13 + 00.00 -YI- TO STA. 22 + 50.00 -YI-
SHEET I�IO's.
X-lA
X-1B
X-1 THR U X-6
X-7 THR U X-11
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PRELIDSINARY PI.ANS
NST0.uC�'ION

THI
BO
CL�
LIN
�'][°A°]�]E C�1F I�T�I[$�["I�[ �CA�IEg�]L���
�-P. NO. SHE6T N0.
� 719 U C-1 I
�
GRAPHIC SCALES
50 25 0 50 100
�����
$Q ?5 Q 50 700
11 r IT� 1 �
PROFILE (HORIZONTAL)
IIYDEX OF SHEETS
SHEET NO. DESCRIPTlON
UC-/ T/TLE SHEET
UC-2 UTfLITY SYNBOLOGY
UC-3 DET97LS
UC-4 UTILITY CONSTRUCT(ON SHEET
UC-5 PROFILE SHEET
WATER AND SEWER OWI�ERS ON PROJECT
(1) WATER -OYlVASA
(2) SANlTARY SEWER -ONIVASA
(3) WATER (]6") -0ITY OF JACKSONVIf.LE
S PREPAKF,D BY.•
ENGINEERING
�
>YAL RD. F2ALEIGH, NC 2761
88.0224 FAX [phone]
LICENSE #P-0189
> �`�" P i
J A��L�.7�������
JU! � � 2016
���a ��! '� �a °t
PRELIMINARY PLANS
UO Nvl' U6 FOR COYSiRVCf�oH
OOCUMENT NOT CONSIpERED FINAL
� UNLE55 ALL SIGNATURES COMPLETEO
PAFPAREO FOA:
UIf'fSIOY OF NIGfI{VAYS
UTILITIBS UMT
UTlLITIES ENGINF,ERING
� t555 M.9/L SEAVECES CENSEft
RAIFfGII NC E]699d555
��OFiMNSQO FAXN919)'80.q15�90
RoRar �YorthinptoqP.E. UIILI]1ES SF,CIIOY ENGMEER
EncM.Tweed,P.E. pTTC(TIESPROJECTDESIGNER
l�

PROPOSED WATER SYMBOLS
— Water Line (Sized as Shown) ����-���---����
11�/q Degree Bentl . --.-- ....-...---.+m+
22%2 De9Pee Bend .. __.__.. .____._...+�
45 Degree Bend ....... ._....._. ....._._......H7�
90 Degree Bend ....... __._._ _..._._..._.�$
Plug.__... ._...... .............. ............... �
Tee..__... ..._.... .............. .._._........... iff�
Cross..._. ._....... ............. ....__......._+�+
+
Reducer. .........._._. ..__... .._......._._..... p.
GateValve..._...._....... ..___.... .................. N
Butterfly Valve .... ............. -....-......-. N
Tapping Valve ._._._. .__.... ._ ................ N
Line Stop ._....... ......... _._........_ �
�s�ao
Line Stop with Bypass��--��-�-- ---�--�--
Blow Off .....__ _._....._...... .._._._...__ �
Fire Hydrant .._....... __..... __............_ P�x
Relocate Fire Hydrant ---�- ��------��- 'i�
Remove Fire Hytlrant ------ ._......__....__REM FH
Water Meter ..__ ... ............... ...............__ `j'"
Pelocate Water Meter �-��--� �-----��-���� °i
Remove Water Meter --����� ..-.-......-.pEM wm
Water Pump Station �----- �---------e�
RPZ Backfilow Preventer ----�- ��--------- �
� DCV Backflow Preventer ������--� ---�------ �g
awP:
— Relocate RPZ Backflow Preventer--�--�-�-���-��
Relocate DCV Backflow Preventer �-���------fl�
PROPOSED SEWER SYMBOLS
Gravity Sewer Line
(Sized as Shown) ............. ................ „°°�
Force Main Sewer Line
(Sized as Shown) ......... ................ „"'�
Manhole
Sized _.._ ............._...........__.._..._............. .
( per Note)
Sewer Pump Station ...._......____.._..__ ...............___.�
�vIL � 1L 1Le �ll� 1�V �1L0 11 �11L ��1����1LA�1' �
ll�l[������ �]F ]E�[][cGIE�l���Y�
,
'1
. _
Power Pole .... .-..--. -.......
Telephone Pole �-��----- --------
Joint Use Pole �----- �-����---
Telephone Petlestal----- ���-����-��-
Utility Line by Others _,,,,..,,,..
(Type as Shown)
Trenchless Installation ---
Encasement by Open Cut -��-
EnCasement-- ----- -----
PROPOSED MISCELLANOUS UTILITIES SYMBOLS
. _...__ b Thrust Block __.__. ......._... ..._.._.__... '
. .---.. -0- Air Release Valve ----. --..- .............- �
. ..__.........d Utility Vault..__... ..__.... ........__....... �
. .............'p9 Concrete Pier_....... .......... ............__..... �
. ........._.�,.o.a,..�„�...� Steel Pier .....__... ......_. .................... �
. .._......���..,..,.u,� Plan Note __._ ... .................. __..._....._..
� NOTE
. ___._r— �. E,��e. � Pay Item Note .___. ._....
_—_ ................ ......._. .
PAY ITEM
. .._.. _�-�
EXISTING UTILITIES SYMBOLS
Power Pole...- -....-..... ......... .--..-... y `Underground Power Line.--...- --.-...........
Telephone Pole ----- �----- �---�--� + `Underground Telephone Cable ----------
Joint Use Pole ---- ��--��-��� ----- 1 �Underground Telephone Conduit �----��-�-�
Utility Pole --�---- -����������- --�---- • kUndergrountl Fiber Optics Telephone Cable
Utility Pole with Base ------��� �----- ❑ `Underground N Cable --��---- ���-�-�----����
H-Frame Pole ������-�--- -�---� ����----� .—. `Underground Fiber Optics TV Cable-------
Power Transmission Line Tower--- ��-�--- � `Untlerground Gas Pipeline�-� �--
Water Manhole ---- ------� ---����-- m Abovegrountl Gas Pipeline-- ---�----��- ""`°'
Power Manhole ........... .---.-.. ......... 0 `Underground Water Line ......... ....-........-........
Telephone Manhole ��---- ----�-�- ------ o Aboveground Water Line �-����- °" w°'ef
Sanitary Sewer Manhole �-��----�� ����-����--� � `Untlerground Gravity Sanitary.Sewer Line�� �*
Hand Hole for Cable---� ����----- ���-��-��--� o . Aboveground Gravity Sanitary Sewer Line-- °" s°°"°" �`""
Power Transformer�----- �--�----- ---�-� e `Untlerground SS Forced Main Line �-�--�----
Telephone Pedestal---� -----� ----- o Underground Unknown UtiliTy Line---���--�- -
CATV Petlestal ........... ._._....... ...._.._ �u SUE Test Hole ....... ....__.. ._..__........... m J� �d:� � 9�3` � �
Gas Valve ___ _..__. .._....... .....__... o Water Meter _........ ._...... ........._ _..__. o
Gas Meter...... .___...... ........._. __....... @ water valve .__.._ ._...... ................... � ��� �� 2�16
Located Miscellaneous Utility Object��-��- o Fire Hydrant�-�-��� ---- ---�---�----- 4 g �a
Abantlonetl According to Utility Recortls--- AqTUR Sanitary Sewer Cleanout������ �-�--- -- o������d �n���� �'���
End of Infiormation �---� ��----- --����--- E.O.I.
For Existing Utilities
Utility Line Drawn from Record „
(Type as Shown) �-������������������
oesignated Utility Line
(TYPe as Shown) __..._.._._.___._...__.___.

THRUSTBLOCKING
TYPIG1j_PIPE CROSSING
cxcnsouen*s sMn. exrzrvo
FaoM w une ra o rr
�+ciH cur secnons nvE
(s) veE* aevano we roe or
$LOPES IN FlLL SECilONS ANO
rcn (ia) reer e_vowo Eme
or vnvcuen. x sEcnoHs
rem vo oi*cH oa nu aacn.
SEPL
rvohs.
. S�EEL ENCPSEMENi CIpE SHALL CO�i0.9A1 LO ME REWIFENENIS OG ME
PROJECi SPECIFiCP110V5.
I. CAPRIER PIPE SHAII. BE ApE011P1ELY SVPPOa1E0 IHE EN11PE LENGIH
n�TM:� mc cnswc er �snc sarcros oa 'v ocR" srzc� suavoars nr n
u,�xuwu or v roo* �ENrEas (o�E nr EncH �wrvr allo oHc wrcauEoinic).
amea ucn�oos imsr uss. aaaeovu or me e+amcca.
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�FA%:1919 R50-4151 I YLANS ON!T
UTILITY CONSTRUCTION
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See Sheet 7A For InOex of S/�ets
See Sh,eel 7t3 Fo� Conventlonal Sym
See Sheef iC Fo� Survey Cont�ol Sl
�6 . i
RD)�
�
SR �2���Ft01
Ig�UE �R /_
VICINdTY hYAP
BEGIll� TIP
STA 16 +
THIS PROJECT IS NOT LOCATED WITHIN THE MUNICIPAI
BOUNDARIES OF THE CITY OF JACKSONVILLE
CIEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES DESIGN DATA
700 Y7-1
ADT 2011 =
s� 2�_�:_.o�_ so ioo 59,000 (-L-)
�� e� e��� y= 40 MPH (-Yl-)
PL4NS 50 MPH �-L-)
DHV = 10% (-Y1-)
so 25 0 so loo D= 65% (-Yl-)
PROFILE (HORIZONTAL) T = 4% (-Y7-)'
' 1TST= 1% DUAL= 3%
to 5 0 l0 2o FUNC CLASS =
RURAL LOCAL
PROFILE (VERTICAL) STATEWIDE TIER
��VA`I[`�, �1F 1�T�1C$'ICI�[ ��I[$(�i1L,lIl�T�
�� �Y ����l�V �� llll'L`lJtilll��� ll �
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0 �T ��%
� �1 il �� � i" I
2
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LOCATION: IMPROVEMEt�'TS TO SR 1396 AT US 258 AND
BLUE CREEK ROAD
TYI'E OP WORK GRADING, DRAINAGE, PAVII�G, SIGIVAL, AND dTS
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT U-5779 = 0.186 MILES
TOTAL LENGTH OF TIP PROJECT U-5779 = 0.186 MILES
zoiz
i,
"`' ::::END TIP PROJECT U-5719
~' ' ' ' -L- STA 25 + 90.00
END PAVING
-L- STA. 25+40.00
w
W
U� �•
`[:: . . � /m I , L -
� — ' `:,,' 1
..........:::I: ����
in �ie
RIGHT OF WAF' DATE:I DAVID L. WILVER PE
JANUARY 9 20V PRo� exc�,vcsa
LETTING DATE; I J. MATfHEW PICKENS PE
AUGUST 15 2017 PAo�ccrnesmxcn�cwEex
TO JACKSONVILLE
��
..'
UOCUMENT NOT CONSIOERED FlNAL
UNLE55 A�L SIGNATURES COMPLETEO
HYDRAULICS ENGINE&R
ROdOWAY DESlGN
ENGINEER
i��B4��iX�t.�Y� g�, s�
mHr�v,..R"a 3"''�R�iM3t+��
U-5 719
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SHEET NIINBEft
1A
io
iC
ip
2A-1
28-1
2C-1
2C-2
2C-3
3B-1
3p-1
5
TMP-1 THRO TMP-6
P�NP-1 THRU PMP-2
EC-1 THftU EC-5
SIGN-1 THRU SIGN-3
SIG-1 TYRU SIG-I
UC-1 iHRU UC-??
UO-1 THRII 110-??
%-1A THRU X-1B
x-i rHeu x-ii
INDE% OF SHEEiS
SHEET
TITLE SHEET
IN�EX CF SHEEiS. G[NERAL NO1'E5. ANp STA�VpAR� DRAWINGS
CONVENTIONqL STFIBOLS
SURVEY CONTROI SHEEi
CENTERLINE CO�R�INPiE LIST
PAVEMENT SCHEOU�E AND TYPICAL SECTIONS
DRIVEWAY DEiA1L
OETAIL TO CONVERi EXISTING OR�P INLET TO JUNCiION BO%
DEiPIL TO CONVERi E%ISiING JUNCTION 00X t0 CATCN BASIN
OETAIL TO CONVERi E%ISTIN'u CATCH BASIN ip JUNCTION BOX
ROA�WAY SUMN.ARIES
ORAINAGE SOM1!MARIES
PLAN SHEEi
PROFILE SHEEi
TRAFFIC MANAGEM6�T PLPNS
PAVEMENT MARKING PLANS
ERp5I0N CONiRO� PLANS
SIGNING PLA45
SIGNAL PLANS
Ui1LITIES CONSiflUCTION PLANS
❑TILITIES BY OiHERS PLArvS
CROSS-SECiION TIiLE d SUMMARY SHEETS
CRO55-SECiIONS
GENERAL NOiES:
ZO12 SPELIFICALIONS
EFFECTIV6 01-1t-2012
flEVISE�: 10-31-201G
GRPOING A4p SURFACING OR RESUftFA��NG AND WIOENI�VG:
CLEARING
iHE GRADE LINES SNOwN OENOTE iHE FINISHE� ELEVATION OF iHE PROPOSED
SURFACING AT GRApE POINTS SHOYIN ON THE TYPICAL SECT!ONS. 'nuERE NO GRACE LINES
ARc SHO'qN. i4E PPOFILFS SHONN �ENOTE THE TOP ELEV4ilON Ov TNE E%IStING PAVEMENT
ALONG THE CENTEft IINE OF SIJRVEY ON WHICH 1'HE PROP�SE� RFSpRFACING IVILL BE
PLACED. GRADE LINS M1IAY BE A�JUSTEO BY iHE ENGINEER IN OROER TO SECGPE A
PR�PER TIE-IN.
CLEARING ON iHIS PROJECT SHALL BE PEFPOPME� TO THE LIMITS EST4B�ISHEp BY
�IETt�OD III.
SUPERELEVATION:
ALL CURVES ON TNIS PROJECi SNALL BE SUPERELEVAiE� IN ACLORDANCE WITH
STp. N0. 225.0� USING THE RATE OF Sl1PEflELEV?iION AN� RUNOFF SHON'N ON THE PLANS.
SGPERELEVATION IS TO 9E REVpLVE� ABOOT THE GRApE POINTS SNOWN ON iNE iYPICAL
SECTIONS. �
SHOULDER CONSTRUCTION:
ASPHALT. EARiH. RN� CONCREiE SHOULDER CONSiftUCTION ON iHE HIGN SIDE OF
SUPERELEVATE� CURVES SHA�L BE I�u ACCORDANCE WITH STO. N0. 560.01
SI�E ROApS:
iHE CONTRACTOR WIL� BE REOl11tiE0 TO �0 AL� NECESSARY YlpRe TO PFOVIDE
SUITAB�E CONNECilONS WITH ALL ROApS. SiftEETS. AND DR NES ENT[FING THIS PROJECi
iHI$ WORK WILL BE PA1� FOR AT THE CON'fRACT UNIT PRICE FOR THE PAR:ICULAR ITEUS
INVOLVEO.
pRIVEWAYS'
CRiVE'NAYS SNqLL BE CONSTRl1CTE0 IN qCCORpANCE wITH STD. 848.02
USING 900 MM RAp1I OR RApil AS SHOWN ON iHE PLANS. LOLAiI0N5 Of ORIVES
YlILL BE PS SHOR'N ON iHE PLANS OH AS �IftECiED BY TFE ENGINEER.
STREET TUPNOUT:
STR:ET RETURNS A�ALL BE CONSTRUCTED IN ALCORDANCE WITH Si�. N0. 890.09 USING
iHE RA�II NOTE� ON PLANS.
GUARpRAiL:
THE GUARDRAIL LOCAIlONS SHOV4N ON iHE PLANS MAY BE A�JlISTED OURING
WNSTRUCTION AS �IRECTED BY THE ENGINEER. THE CaNTRaCTCR SHOULO CONSULT
WIiH THE ENGINEER Pft10R TO ORpERING GUARpRAIL MaTEPIAL -
TEMPOflARY SHOR WG:
SHORING REOUIRE� FOR TNE MAINiENANCE OF i4AFGIC 'NILI BE PA10 FOR AS "E%TRA
WORK" IN ACCOROANCE WITH SELTION 104-].
UTILItIES�
UiILITY OYMERS ON THI$ PROJECi ARE
FNY RELOC4ilON OF EXISTING 11TIL1ilES WILL BE ACCOMPLISHEO BY OTHERS.
RIGHT-Of-NAY MARKERS:
ALL RIGHT-0�-WAY MARKEflS ON THIS PROJECT SHALL BE PLACEO 6Y CONTRACi.
PwL1.V5 ➢REPAR£� H�Y -e
�p���,Y�
LEi �]a5
xSE x
EFF. 01-1]-2012
REV. 10-30-20�2
2012 ROAOIVA7 F.PiGLISH STANDARO DRAWIN'v5
ihe following Roadway Stantlards as aOPear in "RoaOway S+anOard Drawings" Hlgpway Desl�n
B�anch - N. C. DeDartmznt oF Tronsporta+ion - Roleigh. N. C.. Dated January. 2012 are
aDDlica�le t0 iM1is project an� �y r¢ference he�EOy are consitlsretl a pa�t of these plans:
sro.no. TinE
�IVISION 2 - EARTHWGRK
200.03 Mei�od of Ciearin9 - MethoO I11
225-02 Guitle for GraOing Sobgrade - Secondary and �ocal
225.04 M¢iho0 04 pbtoining Super0levation - Two Lane Pavement
225.06 Me+hod of Graaing Slgh+ Oisionce ai In+ersec+ions
�I915ION 3 - PIPE CULVERTS
300.01 M.ethod of PiOe Installation
310.10 �riveri0y Pipe Construction
OIVISION 5- SlIBGRApE. BASES ANO SHOULDERS
560.01 Method o{ Sho�lder Ganstrucilon - Hign Slae of Superelevated C�rve - Me+M1otl I
OIVISION 6- ASPNAIT BASES AN� PAVEM.ENTS
659.01 Pavemen+ Repoirs
�;VISION 8 - INCI�ENTALS
806.01 Concrete Right-of-Way Marker
806.02 Grani+e R19ht-of-Woy Mo�ker
090�00 Conc�ete Base Patl for p�alnege Struc+ures
890.01 Brick Catch Basin - 12" tM1ro 54"" Pipe
890A2 Concre+e CORoh Basin - 12° +h�u 59" Pipe
090�OJ Frame. Gra+es and Hood - 4or pse on S+antlord Catch Basin
Ba0.29 Frames and Norrow Slo+ Sag Grates
840.28 Brick Gratetl Orcp Inlet Type '0' - 12" ihru 36"' Pipe
990.59 Monhole F�at� and COver
890.66 Drainoge Siructure S+eps
�96.01 Concrete Curb. Guiter ond Corb d G�tter
898.02 Drivoway Turnout - ftadlus tyoo
898.04 STreet T�rno�+
862.01 Guardrail Placement
862A2 Guordroll Instollaiion
Bi6.02 Guide 40� Rip Rap at Pipe Ou+ieis
i 9���9 Ff ��
JUL � � 2016
��'��i�' ��ii� �3���

BOUNDARIES AND PROPERTY.•
State Line ----..___
County Line _--
Township Line -----_
Cify Line
Reservafion Line — � — . .-
Properly Line - --
Exisiing Iron Pin — O
Property Corner - —,�
Property Monument— O
Parcel/Sequence Num6er iz3
Exisfing Fence Line -x--x—x-
Proposed Woven Wire Pence e---
Proposed Chain Link Fence
Proposed Barbed Wire Fence �-
Ezisting Wetland Boundary ---..a---
Proposed Wetlond Boundary ..a
Existing Endangered Animal Boundary --E�s—
Existing Endangered Plonf Boundary --E=a—
Exisiing Historic Properhy Boundory .Pa—
Known Confamination Area: Soil -�--�
PotentialConfomination Area:Soil . -�?. --�
Known Coniamination Area: Woter -�-- +��,
Pofential Confamination Area: Wa}er "�7 --�
Contaminated Site: Known or Po}ential — ��
BUILDINGS AND OTfIER CULTURE.•
Gas Pump Venf or WG Tonk Cap O
Sign O
:
Well - o
Small Mine x
Foundation O
Area Outline �
Cemetery �
8uilding ��
School �
Church �
Dom
HI'DROLOGY.�
Siream or Body of Wofer _..._..._
Hydro, Pool or Reservoir �-----�
Jurisdictional Stream _�s _ J
Buffer Zone 1— _ ai �_
Buffer Zone 2- eZ z__
Flow Arrow - F__._,,,_
Disappearing Stream �___...-
Spring �--...�_..�
Wetlond — _ �
Proposed Loteral, Toil, Head Ditch -c
False Sump �
�°l[`A7[°lE �1F l���llg�["1H[ �.�1���,1[I���, II�������I�1 �ll� 1H[���'�A��
CONVENTIONAL PLAN SHEET SYM�OLS
Nate: Not to Scale *S. U.E. = Subszerface Utility Engineering
RAILRDADS:
Standard Gauge — -HT,�
GSY TqPNSFLRIAINN
RR Signal Milepost �
ui�von ss
$W11<h �
�,���
RR Abondoned -� � ,- -.-
RR Dismantled -- ------
RIGHT OF WAY.•
Baseline CoNrol Point ----- �
Existing Right of Way Marker - 0
Existing Right of Woy Line -
Proposed Right of Woy Line ---�--
Proposed Righ} of Way Line wifh -��
Iron Pin ond Cap Morker
Proposed Righi of Way Line with T �
Con<rete or Gronife FNJ Marker -�-�[V�-'
Proposed Control of Access Line wi}h � �
Concrefe C/A Marker -�"�����'
Exisfing Control of Access - '�`
�e;
Proposed Control of Access — --�
Exisiing EasementLine _- E_
Proposed Temporory Consfrucfion Easement E
Proposed Temporory Droinage Eosement me—
Proposed Permanen}Drainage Eusement-- PDE—
Proposed Permanen} Dminage /Utility Easement DUe—
Proposed Permanent Utility EasemeN � —puE—
Proposed Temporary Ufility Easemenf —TUE--
Proposed Aerial Utiliry Eosemenf --- --AUE—
Proposed Permanent Easement with O
Iron Pin and Cap Marker •
ROADS AND REL,4TED FEATURES:
Existing Edge of Pavemen} -----
Existing Curb -----
Proposed Slope Sfokes Cut --- �---
Proposed Slope Stokes fill --- F---
Proposed Curb Romp CR
Exisfing Mefol Guardrail � �-
Proposed Guardrail T T
Existing Cable Guideroil -
Proposed Cable Guiderail -" "
Equality Sym6ol �
Pavement Removal �
l�EGETATION.•
Single Tree {1
Single Shrub — p
Hedge �-�
Woods Line "'�^+s^u"u"�--
Orthard
Vineyard ----
EXISTING STRUCTURES:
MAIOR:
Bridge, Tunnel or Boz Culvert -
Bridge Wing Wall,Head Walland End Wall-
MINOR:
Head and End Wall
Pipe Culvert
foofbridge --- --
Drainage Box: Ca}ch Basin, DI or 1B
Paved Ditch Gutter
Storm Sewer Monhole ---
Sform Sewer
UTILITIES.•
POWER:
Exisfing Power Pole
Proposed Power Pole —
Exisfing Join} Use Pole
Proposed Joinf Use Pole
Power Manhole
Power Line Tower
Power Transformer
WG Power Cable Hond Hole-
H-Frome Pole
WG Power Line LOS B(S.U.E.*)
WG Power Line LOS C(S.U.E.')
WG Power Line LOS D �S.U.E.')
TELEPHONE:
m..c
) roxc ww (
;:}» �_��� ���
] li .t."�_-. l�9 i' � a�J I�-, �
:�,:
WATER: �UI_ '�J � �OIO
Water Manhole �
Water Meter �'.�+ 7� o
:%;a�;dLi�o 9������ �.aY 9 ��
Water Valve
Waier Hydrant - �
WG Water Line LOS 8(S.LLE') ---�----
lL'G Water Line LOS C(S.U.E') --•--
WG Wafer Line LOS D �S.U.E') ^--
Above Ground Water Line °" WO1ef
rv:
�o.ox. TV Pedestal �c
----_= N Tower �
>-------< WG N Cable Hand Hole �
��a � lL'G N Cable LOS 8(S.U.E.') ---�•---
_____ WG N Ca61e LOS C(S.U.E.*) ---��--
� WG N Cable LOS D(S.U.E.') � ��
__, WG FiberOptic Ca61e l05 B(S.U.E.•) -�•��---
WG Fiber Optic Cable LOS C(S.U.E')— ---,•�o--
lL'G Fiber Opti< Cable LOS D �S.U.E.') ���_
0---•
Existing Telephone Pole — -F
Proposed Telephone Pole -- -0-
Telephone Manhole OT
Telephone Pedestal Qi
Telephone Cell Tower ,i,
LVG Telephone Cable Hand Hole -- �
WG Telephone Coble LOS 8(S.LLE.')— ---�--
WG Telephone Cable LOS C(S.U.E.') ---�--
lVG Telephone Cable LOS D(S.LLE.*)— �
WG Telephone ConduitLOS 8 (S.U.E.*)— --�_---.-
WG Telephone ConduitL05 C (S.U.E.')— ---�_---
U/G Telephone Conduit LOS D(S.U.E.')-- �_
WG FiberOptics Cable LOS B(S.U.E.'J— ---��_--�
WG FiberOptics Cable LOS C(S.U.E.')— ----��_---
WG Fiber Optics Cable LOS D(S.U.E.'�— ��a —
GAS:
Gas Valve - p
Gas Meter - � �
WG GasLine LOS B (S.U.E.') --�----
WG Gas Line LO$ C(S.U.E.')- --_--
WG Gos Line LOS D(S.U.E.'�- —_
Above Ground Gas Line --- °•` `°' _
SANITARY SEWER:
Sanitary SewerManhole �
Sanitary Sewer Cleanout -. �
WG Sanitary Sewer Line — ,�
Above Ground Sanitary Sewer +�c so���«, sa.,.
SS Forced Main Line LOS B(S.U.E.') -----,,,----
SS Forced Main Line LOS C(S.U.E.`) -__,,,----
SS Forced Main Line LOS D(S.U.E.•�— —.,, .-
MISCELLANEOUS:
Utilify Pole •
Ufility Pole with 8ose �
Utility Located Objed o
Utility Troffic Signal 8ox �
Utility Unknown WG Line l05 B(S.U.E.') —N„—
WG Tank; Wuter, Gas, Oil - ��
Underground Storage Tank, Approx. Loc — ,s,
!vG Tank; Wofer, Gas, Oil �
Geoenvironmental8oring -- �
WG Tes} Hole LOS A(S.U.E.•) �
Abandoned According fo Ufility Records — AATUR
End of Information E.O.I.
��

PRELIMINARY ROW MONUMENTS
- ro rerw�,vos
DATUM DESCRIPTION
iHE LOCALIZE� COOR�INATE SYSiEN DEVEL�PED FOR iNIS PfiOJECi
IS eASE� ON THE SiAiE PLANE COOH�INAiES ESiABLISHE� BY
NCDOi FOR IdON01dENT "BL-3"
WIiH NAD 83/NA 2011 STATE PLANE GA10 COOR�INAiES OF
NOFiHING: 370255.24014ti EASiING: 2956I93.5871fi7
ELEVAiION: 13.653fft1
TFlE AVERAGE COldBINEO GFI� FACiOA OSE� ON TNIS PROJECi
IGRDOND i0 GRID1 I5: 0.99991455
TNE N.C. LAABERT GRI� BEARING AND
LOCALIZE� HORIZOMAL GROON� �ISiANCE fA01,1
"BL-3" i0 -P� SiATI�N 16+08.00 IS
S 49° 29' 36.6" W 40.04'
ALL LINEAfl �INENSIONS APE LOCALIZE� NORIZONiAL DISiANCES
VEFiICAL �ATOM USED IS NAVD BB
• ., ' • � 1
BY�
BU3
-YI- POC Se¢.18+60.00
BEOIN CONSTSUCTZON
LOCALIZED PROJECT COORDINATES
N: 37091G.590 e�
E: 7:F56698.799 PoiNt oes�.
.________ __...._..
3
2 .
1
/�I
BASELINES
�
rpoiEcr a[F[pENc[ No. I sME� No.
rvoarH Easr E�Evariorv � srarion oFFSEr
.... .______ ___'__ ._ ............. ._________.... ...........__... ............_...
�L-3 3�0255.2400 2956193.S�J0 13.65 16�15.6[f 40.13 L1
BL 4 3�¢a02.I849 245638].5380 14.39 t920.30 99.3] Pi
BL-1 369906.4890 2A56]96.9d50 12.56 23�2I.0] 04 2J LT
BY
POINi OESC. NORiN ERST ELEVATf�N Y1 4BilON OFFSEi
____________ __..__.....__' '___________. ..__....._..... ._.'______._ _._..__.__... .____"_____
9 BY�9 3]9683.6510 2<564>9.03D0 26.09 16�64.39 39.53 Pi
3 BL�3 P0255.2902 2556193.58]0 13.65 20�II.tS 326.32 flt
/
TO 1fLF50�ILLE
PROJECT COORDINATES
i �i -Y'� POC Sta. 10+75.00
�� END CONSTHUCTION
/ IACALI7.ED PROJECT COORDZNATES
N: 369961.507
- E:2456395.945
LOCALIZF,D PROJECT COORDINATES
N.� 370228.669
E: 2456162.575 �
PRELIMINARY DESIGN ALIGNMENTS
�
TYPE STAI[ON NORTH EF15T
POT �e•ae.em 3]060�.]188 245568].9949
PC l]�64.98 3]0130.5435 2456285.106]
PT 21•38.65 36993].4396 2456603.]R2
PC 25•54.34 369J]B.BJJ2 2456984.2842
PT 35•88.66 369539.3585 245]986.3804
NOTE: DRAWING NOT TO SCALE
N01'ES:
��s -.��������'
JUL � `1 2015
����'�� �'L��� ����'
I. THE CONTROL DATA FOR THIS PROJECT CluV BE FOUND ELECTROMCALLY BY SELECTING
PROJECT CONTROL DATk AT:
HTTPSI/CONNECT.NCDOT.GOYiRE50 URCES�LOCATION/
THE FILES TO BE FOWi U ARF, AS FOI.LO14'S:
U5719_LS_CONTROL.TXT
SITE CALIBRA9'ION INFORMATION HAS NOT BEEN PROVIDED FOft THIS PROJECT.IF FURTHER
INFORMATION IS NEEDED,PLEASE CONTACT THE LOCATION AND SURVEYS UNfT.
� INDICATF,S GEOPETIC CONTR07. MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT L.00ATION AND SURVEYS UNIT.
PROJECT CONTROL ESTAULISHED USING GLOBAL POSITIOMNC SYSTEhf.
NETWORK ESTAALISHED FROM NCGS REAL TIME NETWORK

�'�'�°�'lE �F N��"Ii'�3[ �A3d��,dNa�
iD��p��I�DN �IF IE�I�EH][Wl���
CENTEIZLINE COORDINAI'E LI�'T
PointM Chain Slation No�hin Y] Eas6n X
Painl# Chain S�a�ion Notlhin Easlin S
Pointk Chain Stalion Nodhin Eas6n %
i
Poiniq Ghein S�a�ion NoMln � Easlin X
_ '_5A '- =a
_ ti
�_.�; ,aa�-; t�
SHEET NO.
_ � ��S �=; � 3
� 2016
�� � �' � `�"*;�
l�

FINAL PAVEMENT SCHEDULE
CODE DESCPIPTION CODE DESCRIPTION COOE �ESCFIPTION
�� . nv nvexaae xn.E or �se°oocAe*e suxr>ce couwsEcx oF rxo�s�' E� ni�ni n'vPwaoe n�r o�"s'i' °oxexere eue couasE, .vve ess.oc, � E.�srexo o�vemex.
, ias. ree so. ro. �.v en uvexs. F E F i �es. PeA sa. ro.
. ih" ASPMPIi GO�IGPEiF. 5� O�PSE� LVPi 59.SC� PqOAry �P PSPMAti COIICPEiE BSaE LOUPSE� iVPE 915.OB.
C2 i 1X AVEPaGE Fp E OF 160 LBS. PEP 50. Y0. EZ �i A�EPp�. PA}E OF i58 L95. P P . Y0. V� NILL1�16 FSPHPLT PAVENEXi� �h' OEP}M
vM>li COBSREiE BPSE E�UflvE. 'YPE PiX ai0
PPOP. PPPPOF. 2q " PSPXAti COXCPELE SUPFnCE GOVXSEC iY pVEpqGE flAip pF llL . pEx 5a. V�
C3 r nx nvexn�E x e or iar.s ies. rEe so. ro. ix en x o. .no iariws. E3 re s xor Ess rxnx a�� �. oerrepon �aFnrci V2 unuxe asrxut Pnvexerv., s ocrrn
x sh� i oivrx.
vaq. o vrx nsrxas. concwere s rnc c . oe Erv.se, n
C4 i�viAs`xor ies`s rx.,s`i•l, eu�nie.i�aixui�iy" ex o Prn� '�pM fl s'-s° cuxe nrvo cu..ee V3 .nu.� nsr.w�. aave.sxr, sy oeP*x
D1 r a. ..in:aE na.E oFA<is`o�•sflevix'xoeAweoenre caunsF, *vrE >>s.oc, T enn.x xarenu�. . W oaAra3se o�rrx xn�. rn�eue.�r (sse srnnwao weocexc oe..ii
e s o x x� sxeer�.n
NOTE: PAVEMEYi EO6E SLOPES A.9E 1:1 �NLE55 SHON:1 OiHEPN'ISE. �
C� -Y1 - RIDGE RD
4 sunver � i_ 6' , 6' SHOULDER_ �_ 11' , ��' , 6' SHC
— DETAIL SHOWWG METHOD OF WEDGING
PROP. GRADE LINE
WEDGING 50� �
�- r -^ MIN. RESURF. _^ 1
E IST'--- � MIL�E---- KIQ
_� .
PAVT �
DETAII OF INCIDENTAL MIILING
ORIGINAL GROUND
VARIABLE
SCOPES
ORIGINAL GROUND �
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS lWE
0.08
GRP.DE TO THIS LINE
1
I
0 OB 0.02 FLR
GRADE TO THIS UNE
002 FV(T
«
r�'� ' ' 0.02 FTiFi 0.06
_ _
�
� V3 � I V3 E2 T
6.5" � 6•
TYPICAL SECTION NO. 1
STA.13+50.00 -Yl- TO STA. 18+64.00 -Yl-
Ct -Y1 - RIDGE RD
VARIES 0'-11' 11' 6' SHOUI
TURN LANE TR4VEL IANE 9' WiGUAR
I� GRADE �
I
POINT
I
- � C3 0.02 FGFf
0.08
aonowqr oesicrv rnv[M[rvt o[sicrv
ENGINEEA ENGINEER
UOCUMENT NOT CONSIOEftEO FINAL
UNLE55 ALLSIGNATUNES LOMPLETEO
OkIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
� EZ � I;-�� E2 �� 3�'ky'. VARIARLE
I �
6- SLOPES
TYPICAL SECTION NO. 2
ORIGINAL GROUND
STA.18+6A.00 -Y7- TO STA. 22+32.00 -Yl- __s`_�
Ct -L- US 258
E%IST. EXIST. EXIST.�2-WAY EXIST. EXIST. ,�7 I
TRAVEL L4NE TR,4VEL LANE —�`� LEFT TURN L1NE TRAVEL LANE TR4VEL LANE �
1 1 '
I CROWN � �
� POINT
C2 V1 I C2 V1
EXIST. EX6T. I ORIGINAI GROUND
_______________'_________
_____' ___U
�
T__ _____'________'__________
'� II .y�
� TYPICAL SECTION NO. 3 �� -•� '�-_���
:i A�..A���.
$TA.16+08.00 -L- TO STA. 25+40.00 -L-
*-L-STA.19+90.00T0 STA.25+40.00 I��L �J �7 ZQ�6
** -L- STA.23+]5.00 TO STA.23+50.00 LT.