20171018 Ver 1_Build Maps_20170815 (2)

�
�
�
M
O
N
• �
ee heet � or Index o heets
,� �, , �� � � ,o ,� , ,
TO BURLINGTON
BEGIN CONSTRUCTION
—Yl— STA. 10 + 85.00
,
,�
,�
� ,,
� � \
� �\ �
�� �� � � ��� � � ���
�� ��� � � ���� ��
LOCA TI01�1: BRIDGE 1�0.126 O VER MILL RA CE
� 1�0. ll9 O VER HA W RI VER 01� 1�C 87
TYPE OF WORI�: GRADI1�lG, PA T�I1�G, DRAI1�lAGE A1�lD STR UCTURES
—L— NC 87
BEGIN
—L— ST.
BEGIN TIP PROJECT —L— STA. 10 + 00.00
BRIDGE
, 14 + 92.00
HAW
BEGIN BRIDGE
—L— STA. 18 + 68.3
�,s_r... ,5,
\ '�
� /
,5
RIVER : /
� �
/ �S
�
� �BRIDGE NO. 11
,______ ______ ____ ______r_____
—�---�---�------
---�---�---y--�---
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
END TIP PROJECT —L— STA. 24 + 85.00
BEGIN CONSTRUCTION
—Y3— STA. 10 + 15.00
MILL RACE
� �
�. �
I `
�. �
,I y � ,--.
, �N � �,
—Y3— � �RI D'G E '
� O. 12
l __
END BRIDGE
—L— STA. 19 + 41.00
.
\ � �, —TEMP DRV—
.
___
i � —L— NC 87
� T � � ��
�� _ —LDET— � � ��'� � � � O
, � -�,� , ,� . - \ � �
< a, ' � > � /
�'�i � �v� i /f � �� �r �\ � ✓S� �
END BRID�E � \'SfI 11 /� 4
—L— STA. 17 + 77.00 � / � � �
�
RIVER
/,y �
I I gO I
�-
�
�'S/ MILL RACE I l � 2� I �
� / �' �J �
5�...� � N l
'S\ o � ���
��S I � _
��
END CONSTRUCTION ��
—Y2— STA. 11 + 36.00 � Q
N
�
�Q
__—
�
i'�
�'���^` M1
N �
AD
NSRS
8� _
200�
TO ALTAMAHAW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH
Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER
ADT 2 Ol 7= 7150 DI VISI01� OF HIGHWA YS
50 2s o so �oo ADT 2035 = 8500 LENGTH ROADWAY TIP PROJECT B-5239 = 0.213 MILES 1000 Birch Ridge Dr., Raleigh Nc, 27610 0� �oa��
K 0 /o �� �� o
D= 60 % LENGTH STRUCTURES TIP PROJECT B-5239 = 0.068 MILES 2012 STANDARD SPECIFICATIONS �Q °�oQo
PLANS� �
T= 6%* TOTAL LENGTH TIP PROJECT 6-5239 = 0.281 MILES SIGNATURE: P.E. � �,
50 25 0 50 l00 V= 50 MPH RIGHT OF WAY DATE: JAMES A. SPEER, PE a �
V — 4O MPH DECEMBER 16 2016 I'ROJECT ENGINEER ROADWAY DESIG11t � ��
PROFILE (HORIZONTAL) * TTST — 2% DUAL = 4% � E11tGI11tEER ���� oo��Q
FUNC CLASS = LETTI11lG DATE: DANIEL W GARDNER, JRt PE
�� `� G°3 p��'Q
10 5 0 10 20
PRINCIPAL ARTERIAL DECEMBER 19, 2017 I'ROJECT DESIGN ENGINEER
PROFILE (VERTICAL) "STATEWIDE TIER" P�E�
SIGNATURE:

BOUNDARIES AND PROPERTY.•
State Line -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
�
-�
a
ECM
123
-X X-
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil - •�
Potential Contamination Area: Soil - �
Known Contamination Area: Water '�
Potential Contamination Area: Water �
Contaminated Site: Known or Potential
BUILDINGS A1�D OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
$CilOOI
Church
Dam
HYDROLOGY.•
Stream or Body of Water -
Hydro, Pool or Reservoir �
Jurisdictional Stream �S_
Buffer Zone 1
BufFer Zone 2
F I ow Arrow � ---
Disappearing Stream �---
WLB
EAB
EPB
HPB
BZ 1
BZ 2
�
Spring �--~�_ --�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump �
��1�.,��1�1':� ��)1"� ���)'l���I�1 1 ( �.,=� 1����)1.,1 � .,=�:,, 1�)-1 ��1�1��)'\ ��1"� 1 1 i 1�1 1 ���.,'�, ���
� � � � � i �
� - � � � , , , , , „ .
-
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
O
MILEPOST 35
0
SWITCH
--� -� � -,-
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
O
0
0'
W
.
W
/\ W7
—
in� �
'"' ��
/C�
�~A�
E
-E-
TDE
PDE
DUE
PUE
TUE
AUE
�
Orchard
Vi neya rd
EXISTING STRUCTURES.•
MAJ O R:
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 Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS 6(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
— TELEPHONE:
Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
Hedge '�'
Woods Line �
ti
����������I
�
�
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS 6(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyard
CONC
� ��N� WW I
`
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
�.
�oN� HW TV Pedestal
TV Towe r
}----------< U/G TV Cable Hand Hole
��B U/G TV Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
0 U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
s
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
�
�
O
❑T
�
HH
- - - -T- - - -
- - T - -
T
- - - -TC- - - -
- -TC- -
T�
- - - -T FO- - -
- -T FO- -
T FO
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G 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.*)
S S Force d Main Line L O S D( S. U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS 6(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
W
A/G Water
c❑
�
HH
- - - -TV- - - -
- -TV- -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
�-
A/G Gas
�
O
55
A/G Sanitary Sewer
- - - -FSS- - - -
- - FSS - -
FSS
•
a
�
s❑
7UTL
0
UST
0
�
m
AATU R
E.O.I.

N
Z
O
>
w
�
IF
BEGIN APPROACH SLAB
-L- STA. 14 + 67.83
\ _ TYPE III
PS
� c
�
PS
2-BAR METAL RAI L
Bridae #119
c
BEGIN APPROACH SLAB
-L- STA. 18 + 36.74
END BRIDGE 8' CONC. PS
-L- STA. 17 + 77.00 TYPE IIL _�
TYPE III TYPE III
� �NTS� END APPROACH SLAB
BEGIN BRIDGE -L- STA. 18+01.17
-L- STA. �4+92.0o PS - PAVED SHOULDER
SBG - SHOULDER BERM GUTTER
SKETCH OF BRIDGE AND PAVEMENT RELATIONSHIP
D ETAI L 4-1
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural � o� Fill
Ground .?.� p 3���a,��e� Slope
F
� Min. D=1.0 Ft.
6- 2.0 Ft.
A STA. 12 + 50 -L- RT TO STA. 14 + 00 -L- R
D ETAI L 4-7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground �',•� n�•.� Ground
d �
Geotextile B Min. D= 1 Ft.
Max. d = 0.5 Ft.
*When B is < 6.0' 6= 3 Ft.
Type of Liner= Class B Rip-Rap
0
D ETAI L 4-2
LATERAL BASE DITCH
( Not to Scale)
Natural ��
Ground 3•� p 3•� 1'�Ft. Fill
Slope
� o � Min. D= 1.0 Ft.
I.• �'� B = 2 Ft.
b = 5 Ft.
D ETAI L 4-3
SPECIAL CUT DITCH
( Not to Scale)
Front
t Ditch
Grou d 2.�� ��p'C�e� Slope
Min. D= 1.0 Ft.
� FROM STA 20 + bl -L- LT TO STA 23 + 00 -L- LT
2-BAR METAL RAI L
END BRIDGE
-L- STA. 19 + 41. C
00
TYPE III
TYPE III
�
�%//�i � ����i ■
�% � � �� � 1
■ �.\� : . . - • . �;?Ye�
: �• � � ..
. .. �
. .
, . . .
. .. . � ,...�. .�
.
� • .
:•� - �-
DETAIL 4-4
LATERAL 'V' DITCH
( Not to Scale)
Natural I �- ' Fill
Ground 3•� � n�•:� 1'�Ft. Slope
D
Min. D= 1.0 Ft.
b = 5.0 Ft.
FROM STA. 14 + 00 -L- RT TO STA. 14 + 50 -L- RT FROM STA. 19 + 57 -L- RT TO STA. 20 + 50 -L- RT
D ETAI L 4-5
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.-►
Ditch �,0'mi�
Grade �'�
GEOTEXTILE �
Type of Liner= 22 TONS,CL B Rip-Rap
Geotextile= 48 sy
-Y3 -
Pl Sto 10+76.43 Pl Sto 10+32.44
p= 42° 20' 16.3" fLTI p= 45° 2/' 39.1" fRTJ
D= 229° l0' S9.2" D= 229° l0' S9.2"
L = 18.47' L = 19.79'
T = 9.68' T = 10.45'
R = 25.00' R = 25.00'
DETAIL 4-6
DECK DRAIN DISSIPATOR PAD
( Not to Scale)
. �
DISSIPATOR P� AN vIEW �
PAD o
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
GROUND
DDE = 44 CY DDE - 41 CY �- ^-�
FROM STA. 15 + 30 -L- RT TO STA. 15 + 54 -L- RT �\ \
\ \ /
i
\� N� //
�O N \ � - 1��"l
\y �'�,, v
� � � �f w000s
\ �T
� �� � �/�`'
o �6. -� -f-a�
� �o �\\� � �
+so.00 -Y�- `�f 90� N\��9�--
1 30.00' (RT.) ��� � \ � \ �'y
� ��� ���
HAVOLINE T. GILLIAM � `��"� \ � � �
APPROX, LOCATION J. WESLEY GILLIAM
oF DRAIN PiPE DB 2263 PG 554 �'y \�'I�S � C
ACCORDING TO 9
PROPERTY OWNER
+ 50.00 -L-
\\ 50.00 (LT.)
� � LT & R1
`� \
FEs � 50' TAPEI
E�
EXISTING\ R/W
\ � i
� � i
�� �
+ 00.00 -L- + 24.86 -L- '
63.00' (LT.) 60.00' (LT.) `,,�
B� �
�
E �'
E �}
- - - C � _ _ _ _ � � C
�
+,�� �
1 �i , \ �
o .\ �� �
�
- FROM STA. 15 + 54 TO STA. 15 + 75 -L- RT ,�
DISCHARGE OUT�ET IN FROM STA. 19+50 TO STA. 19+60 -L- RT
FACE OF DAM GEOTEXTILE o
PROFlLE VIEW
3a5' HIGH x 4' WIDE �
INV=586,08' L= 4.0'
Type of Liner= 15 TONS CL B Rip-Rap (9 Pads LT/RT)
Geotextile= 32sy
STONE DAM FROM STA.16+69 TO STA.17+75 LTiRT
� r-- - - - - - -- _STONE DAM
C�-EOCK ROCK �-
� -� -�-- _ _- - -�`
�-��-�- ��� �OCK �S � �- - � STONE DAM
� � 5��� ��� -_--�
-Yl- P T t l +0 �RocK
O S CI. O 0.00 DO NOT DISTURB
�� WOOD STEPS
2 ��I >5 BM I
�`� ELEV=598o15'
SEAN WESLEY GILLIAM ��`� I °�- sEE sHEET ic-i �' N BEGIN CONST. -Y3- STA. 10+15.00
KELLY CROWDER GILLIAM / �QQ� � ���P z z SEE INSET 'A' FOR -Y3- STATIONING
DB 2846 PG 82 ��_� ��,�� 4 � ��
�� / " � � `�'- +68.00 -L-
S 74°52'09" E m�� � �c� � `° ` ➢' , �W ,
v
18,74� �� � o GLEN RAVEN MILLS. INC. -+� �� o' , N � 50.00 (LT.)
BEGIN CONST. � o Q`�Q �° -� �, 0 92.00' (LT.)
-Yl- STA. 10 -� $5.00 � � � � / �SQo�o DB 38 PG 562 0� � o �
�, �- 1 \/ 25e29� T ��` p� DESTRIAN ISBRI GE
+85.00 -Yl- o� '� Q N 85°36'35" E �r
so.00' (LT.) DO NOT DISTURB GATE om ��,- �_� J cAZEBo e cz � z
+ oo.00 -v�- � �, � ��, �, �
40.00' (LT.) +30.00 -Yl- _� � � I o� +23.00 L-BM I �,o �, ��, REMOVE WOODS
30.00' (LT.) ,, � �' m� � � 90.00' (LT.) zr z � ° �� EXISTING
GOOD ,� � �' � � � T DI TU � SIGN � � �,� � � BRIDGE +so.00
`� CONDITION � � o � �, `� � � +10.00 -L- 36�� W� RAi� o �, � \�;, �' +bo.00 -�- REMOVE & 95.00' (
+85.00 -L Q Q �,� � � � ' � 50.00' (LT.) MTL GATE �
�P � woo�s , o o �,o �, � �, , � 50.00' (LT.) RESET GATE
%i � +51.61 -Yl- 65.00 (LT t a, U, I� N� 70.00 (LT.) �8" W wALL
C� 40.00' (LT.) +60.00 -L- � � ��� � w�- � 58.00' (LT.)
. • �nj� +50. 0 -L- WD STEPS
50.00' (LT.) � � � z gG
CLASS 'B' RIP RAP f� 4°47�3" E � 50.0 '(LT.) � � a' � rn r-36'_W AIL
z ►� ►� i k, Q, __ L- STA 19 + 58 LT
EST. 2 TONS 26,�5' ��.+20.00 -L- N 88°3��g4" E �v +75.00 -L- n, ' � N TO i' 19+68 LT E
�
EST. 7 SY GEOTEXTILE �" �j 0.00' (LT.) �25 q ^� �" 65.00' (LT.) SI N '
�� � +00.00 -L- 2°0 '30° E 5.00' (LT.) FRO L- ST� 18+02 LTiRT �G � F � 2'j.99 �`NI ,4 5'3 ' `-�,�
6" S �50.00' (LT.) 24, 4' � `� N 72 9'41" E R SPECIAL DITCH
-� T -L- LTiRT REMOVE � �
� � � - - +49e23 N 76° 4'33" ��� - _ P� � � i i� +75.43 18,18 � g , �� STEEL � \ SI �4��-
� � NC SL PE 5,70' -�Q� � � 50,50' RA PING P P
REMOVE �
� ` xiSTiNG � P ON :.:, 51057' N �_
'� IN F F__ F F ��� � CONC SLOPE AT-1 0 �YP. Pg - � �
'EMO �- _ - - - � PROTECTION � � F .
� g:1 G�UFUpU�LE� DRA / -
•j� � m CONC HANDRAIL G� 6" HDP ' STL t- � �_ - �
J3 " o �� - - ----- - -- --- ---- - - 4 - - - /�b1�E � 6"�ST
o N o � �'A� � o # '
o W � i BRID E 119� � i BRID E�12 �� o
N 0409 0410 N
o �� � REMOVE � � N I��42� 'JrO.O" W �- B L � o � o �
--� ---- - -- � -
-------- - _ L
2" PL 8: � ROCK NC HAND AIL 8'�
, GRAU 350 �� � 2�i � HAN A��2�i �Ra,.� �5� � oa>> .�
� � � - - �; - � � +41e89 CONC SLOPE . - ``� � �, �
� C - - - - C - _ C _ _ _ � � / "F�'s 0 ECTION � 50.10' PROTECTION WO DS � � _ �
ISTING R/W / EX TING R F TONE HW �%� ' SIGN �I
Q SPECIAL BASE DITCH qT - �
+20.00 -L- (/ � SEE DETAIL 4-1 F� 6° i F ASSUM � N 722 121I �r, ---l6-- l N�° '45' E � 6�
+80.00 -L- F F C - �- - - - - - �i / �OCAT ON �, . � �� OODS � � R� F � REMO�
.00' (RT.) DVE �DUE UE DUE TF� cB �� �� o � TB ,� g°�9� g E � . H /� +�5. 0-L���� , �� 09_ �°60 � +89.14� .c
50.00' (RT.) J�
+50.00 -L- E WOODS � '�' �, ^� . �� � 17-�3' � / 50.0 (R� � 50 58 7° E � o� �➢ 9� <
60.00' RT. � �c c, �' W o `_`'� -�3 . -L- � - a40�00Y(RT.) � °06 �� � °9,_ " CLASS 'B' RIP RAP � \
� ) \ c _ \ � c� ,
+00.00 -L- +45.00 -L- E E ExPOP PE 6 CI y�� � w � � �� �a 50. 0; f�T.) k �/�� N 35�56° N EST. 7 S� GEOTEXTI
80.00' RT. 70.00' RT. + 75.00 -L- E � _ \ N � „�'�A� ( �T.) � � � E ` 3 , � � �
� ) ( ) , z�y m. E i- Q -� � S 83°I '40" E �S„
75.00 (RT.) �� z E � E �/ 22 72, °S � F p �� 3 LATERAL DITCH� �
BEGIN GRADE +00.00 -L- �,�, � � c� ;e� _��,� � �, � / � � � �� ROpE 33 99 F SEE DETAIL 4-4 E
+50.00 -L- +60.00 -L- � � `" � � RECONSTRUCT � 2
JEREMY D. TROXLER 100.00 (RT.) 50.00' (RT.) z� ,I � � -e� I BER/WDIKE o� e' �op TY NF �-'�I XS7
, 75.00' (RT.) W � � co � � '� ,-- " �F <i -�
-L- STA. 10 -f- 50.00 NICOLE H. TROXLER 12+36.00 \ 70.00' (RT.) �� z i� � M�� �� z� .. pON� Fo� � �, � �I ,�
-Yl - POT Sto. } y � °� °j � o J �� ° .o` ti e � �w = �
3 DB 3�20 PG �3� 13+45 99 ~ o � � �'�� ��� � �Q � � +20.49 -L-qNk s � I �' m
PB 74 PG 45 -L - POT StO. . � � o � v � °' c� �" � �/
wa REMOVE �' �� ~ -� �`� �,� 90.00 (RT.) �� �, �
w000s � o GLEN RAVEN MILLS. WC. � W o
��
B E G I N P ROJ E CT T I P B-5 2 3 9 , � �, EXISTING ' 17 00� RT- DB 38 PG 562 Q o`` � 4 � ���, �//�
LATERAL BASE DIT � BRIDGE � � �oe �c� �� �p o/
-L- STA. 1 O-F- OO.00 4 GLEN pBA38 PG I562' INC. �I� � �
SEE DETAIL =2 � ��
NS � 8��
RS 200� .
PROJECT REFERENCE NO.
B-52 39
RNV SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
4
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
r�� � Z � � N� ��
CL. II RIP RAP C II RIP RAP �,� CL. II RIP RAP � ';�II� �I I
AND EXCAVATION A D EXCAVATION � ST . AY ITEM ,� �� � r
STR. PAY ITEM , ST . PAY ITEM �� �S RIP RAP AT w '� _ ��I �
EMBANKMENT �� �oo o� I
STANDARD BASE DITCH �„ SEE DETAIL 4-5 � �
SEE DETAIL 4-7 � � N
SBG �/ o/ I
EMBAN MPENT � �S�O -L STA 19 + 83 RT / � � �
SEE DETAIL 4-5 �S
\
\✓
� S� - ��
�
��
�OC�� .
o�
���-�
E N D PROJ ECT TI P B-52
-L- STA. 24 � 85.00
-Y2- POT Sto.10+00.00= 4
-L- POT Sto. 2/+47.79 GLEN RAVEN MILLS.INC.
DB 38 PG 562
END GRADE
-L- STA. 23 + 00.0
+00.00 -L- WOODS
65.00' (LT.) +50.00 -L-
WOODS 60.00' (LT.) +90.00 -L-
� 50.00' (LT.)
� �� �
�^
c
_ - - - - - - _ _ C E ExisTiNG Riw TEL PED
� O S I N ������� �����-,�� ��-,��,�����1-, ���, s
< �.� r- r- �, r- r- �, r- r- r- r- r- r- r- r- r- �, �, �, ti
o r NeC. HIGHWAY S7 25' BST o
N p(V TO ALTAMAHAW o
� T
=� - - - `` . RT.
� + 50' TAP �ST�N��
O Va TIE TO EXISTING ITCH
N ?� PSRM 6.7 SY
�~ 5• �0 _�
+30.18 -L� '
95.00' (RT) END GRADE
-Y2- STA „' . 'r ^^
�`-���__r-r
' WOODS
END CONST.
-Y2- STA. 11 +
+ 30.24 -L-
50.00' (RT)
_B�-S-
�. GLEN RAVEN MILLS.INC.
DB 38 PG 562
�--
4
-Y� - PnT St _ l� + 57_97
:
• /
� BM 2
� �EV=61qo20'
E SHEET IC-I
SEE SHEET 6 FOR -L- PROFILE
SEE SHEET 7 FOR -Yl-, -Y2-, AND -Y3- PROFILES
SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS

N
Z
O
�
W
�
c
�
�
�
s
N
Q
�
�
�
I
O�
M
N
�
O m
O �
L
��
/
� �
N �
I �,
Va
wo
o�
N �
PS
TEMP
YPE . UI
�N
�' N
N�_C
TEMP
TYPE III
TEMP
PS TYPE III
-LDET- :
f
BEGIN BRIDGE
-L- STA. ?? + ??.??
N TEMP PS
TYPE I ����„�„
N N �'
' ' " " - - �` TEMP N� TEMP � � PS TEMP N�
TYPE III TYPE III TYPE III
BEGIN BRIDGE END BRIDGE
-L- STA. ?? + ??.?? -L- STA. ?? + ??•?? �NTS�
PS - PAVED SHOULDER
SKETCH OF TEMP. BRIDGE AND PAVEMENT RELATIONSHIP
BEGIN PROJECT TIP B-5239
-L- STA. 10 + 00.00
APPROXo LOCATION
/OF DRAIN PIPE
ACCORDING TO
� ROPERTY OWNER
-o \ �
�� \\
E S ��
E ISTING��R/W
\\
�
��
�
TYPE III
END BRIDGE
-L- STA. ?? + ??.
�ETAI L •F �ET•U R
DISCHARGE OUTLET IN I
FACE OF DAM
305' HIGH x 4' WIDE
INV=586,08'
STONE DAM
� �-- - - - - - - _STONE DAM
C��OCK ROCK
��-- --J�-�- - �� ROC� _- - S�$-�� C-- - � STONE DAM
'*,� ^� 0 C KI � - -
� � �S�\/ ��-� --�
�
- - �f- �ROCK
\ YIDET POT Sto. l0 00.00 s� � �
\ 2 /I
\ \ >`� B M I
�/ / SEAN WESLEY GILLIAM ��� I E�EV=598o15' N
/ z � SEE SHEET IC-I �' `
\ aN � KELLY CROWDER GILLIAM � �QQ� / �o�,P `
Z DB 2846 PG 82 =�� �, � z
� � � _ � 4 ��
\ c,cO`P� � WOODS � �' � � o
� � � BEGIN CONST. �� �'� 9
\ s� S 74°52'09° E �o � -° �' 9�,
� �� ���� -Yl DET- STA. 11 + 20.00 18�74' �, I � � � �`` GLEN RAVEN MILLS. INC. -+ � �� o'
o ��„ � -� -A� � � �,
� �o Q\ s� � � / �S�o�oQ DB 38 PG 562 � � �
�
� Se � < � �v \ Q 25a29' � _`
+80.00 -Yl- `�f� 9�,0 \ N�\�+`p'�, 30 00 (LT.)1 z� o � j I\/ N 85°36'35" E � z
'� 30.00 (RT.) � \ �- om � �, I z� I � GAZEBO B ��' c`n
c� ��\ �\� < +00.00 -Yl- � � o° I ��o � +23.00 -L$M I � T'
40.00 (LT.) + 30.00 -Yl- c�,� '� o� � o
HAVOLINE T. GILLIAM � �s � � 30.00' (LT.) _ � � � 90.00' (LT.) �o z
� � �� � F � -YlD T - �S �S ll �.2/ � � ��
J. WESLEY GILLIAM
DB 2263 PG 554 ��'ti \ \� ���, � 85 00 L � � � \ `' ✓ � � °� � +10.00 -L- 36�� Wp RAi� °�
+ 00.00 -L-
+50.00 -L- 63 00' (LT )
E E
9 + �`p� � WOODS + . - Q o � `� � � � °� 50.00' LT. � �� �
, o I � � MTL GATE � �
F` \ +51.61 -Yl- � � � �n , 70.00 LT. N " i-
c \ � � 40.00' (LT.) + 60.0065L00 LT� � � � � � � � � � � ) 18" D� W EPS m r
3 50.00' LT. � W z + 50. -L- �
+24.86 -L- p � ( ) N 4°47V3" E i N50.0 (LT.) � � �� '�
60.00' (LT.) W \ ' ,L \ 260 5' � �.+20.00 -L- N 88°3I'zt'4° E �' +75.00 -L- ti-,
B � � s O� � '�\\ 0.00' (LT.) �25,4 65.00' (LT.) SI N �I ,
/�� I + 00.00 -L- �
G
-YIDET - PT Sto. 12+65.48
A / 7C° / O/ /1 G /l�i [
�. - � � � � . , . � - � ��
, � � f \ _ • ► ,!w - � �- -`T ' � il� ' ! . � .
�j�il . , . � • � �;� ''►' ' '� �
� ,i. . �� ' i• � '1" ,� i�� �,:. � .� � i� .. _ I
, . . �,•:>�1 -- - �� is is �; - , -
�
�
� �
� '
�� .
��•»
EXISTING R/W E � / � � �
+ 80.00 -L- C, F 2� 0-L- PS -v
�P. .00� ��.� pVE '
50.00' (RT.) � � \
+50.00 -L- SPECIAL CUT DITCH E C C�
60.00' (RT.) SEE DETAIL DETI - �
+ 00.00 -L- + 45.00 -L- E
80.00' (RT.) 70.00' (RT.) + 75.00 -L-
75.00' (RT.)
+ 00.00 -L-
JEREMY D. TROXLER �00.00' (RT.)
BEGIN GRADE NICOLE H. TROXLER
-LDET- STA. 11 + 11.74 � DBB3i70 PG 45
-LDET - PC Sto. 10+00.00= -LDET - PRC Sto. 11+60.63
-L - POT Sto.10+04.15
DETAIL DETI
SPECIAL CUT DITCH
( Not to Scale)
� Front
0 Ditch
Natural `L�'� ,�e� Slope
Ground ?7 p �\O
d
Geotextile Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap Max. d= 0.5 Ft
FROM -LDET- STA. 11 + 50 TO 13 + 00 RT
DETAIL DET2
SPECIAL CUT DITCH
( Not to $cale)
Front
�t Ditch
Natural � �,'1 ,`,�gt Slope
Ground ?• j D F���
Min. D= 1.0 Ft.
FROM -LDET- STA. 13 + 00 TO 14 + 80 RT
FROM -LDET- STA. 22+00 TO 24+55 RT
DETAIL DET3
TOE PROTECTION
?•� ( Not to Scale) �,�cet
or F\
Fd�s� p�etfer ,L.� �°`�S\oQe
d � Geotextile
d = 1 Ft.
Type of Liner= Class B Rip-Rap
FROM -LDET- STA. 14 + 00 TO 14 + 85 LT
FROM -LDET- STA. 18 + 00 TO 19 + 10 RT
FROM -LDET- STA. 22 + 00 TO 22 + 70 RT
CLASS 'B' RIP RAP
EST.2 TONS
EST. 7 SY GEOTEXTILE
� e� T � r���n,�Nc � T coNc s�oPE ��_ -r� ,� F�
FUNNEL DRAIN ��� �-- � �� PROTECTION\� � � _��e Pi �
�a
- � _ ��v � -� � ONC NDRAIL -�-� � �'6 � �
" o��� -L �� -I-��� - - -� -
1 � SAG�rA�+� vr���5- " ` I
� P TE TI N W � � gRIDGE #119� � ��n�
��, SEE DETAIL DET3 I i i N l tl�Z� O.O�� �- B�- 4- I FUNNE� DRAIN �
NA� 8�
�S
2Q�7
� � -DRV - POT Sto. ll +45.70
�W +68.00 -L-
N � 50.00� (LT.) END CONST.
�, -, 0 92.00 (�T.) _DRV- STA. 11 + 40.00
��
-DRV - PT Sto. 10+72.97
o -�
� -�.
z
m�' `4,� w000s
�
�� �� S l3° 42' S0.0" E
�,`9 � o + 30.00 -L-
= �' +60.00 -L- 95.00' (LT.)
m 50.00' (LT.)
58.00' (LT.)
�r-36" �AIL�
'� \ / I J
N 5 ��
PROJECT REFERENCE NO.
B-5239
WW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
5
HYDRAU LICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
END PROJECT TIP B-523
-L- STA. 24 � 85.00
4
GLEN RAVEN MILLS.INC.
DB 38 PG 562
-�Rv- Pc st�_ m+�5_�5
. • ., ,� -
.,
� ' .� � �
��. � � � e �, - - . I
��o ' � �
�- �u . _ �►�
�� . �� °
� �
. �' -.= �`_ _ I
\_ � �
�' � �3�
K.m� . � . ► _. ' ' i�
t- � . �
� � � '
��l� 1ti't :f�� _ . ►l ,., l.. .. .� i�i�q�" �F: K�Pi;i�l"KI�IA
�` n�i�iili,- •• � .
�j / ��. „� ��- �,.� ���jr5 � �,:j�� ' • N � � ` � //////0/��I�� � � � � ; � � I� . - � � - � � - -
,�,
.� . ,,,, , � � �� � i� . . ii���u�y�� � . � �; '
�����yl�e :..
� �. .
� � � _M;�`�'t=-�� -_ `d�:9l/lIC� ------ - ` �- ----- �11 a..�.. _ .r\ Y "r., _ 1 `- - - / �� A► ��� , � . � � .. �� _
���. � i zna r. � ' � n �r .
• � �`�dl�il��� � � '!� li%/�/�/iti� � - - � � i �►.. � . .: � . - ��,111�///1 �� � 1` � � ��►7,. ���.-�� . ��'�� ,,� ���
[�It � � v_ ._ � .ra� n�r.� i � � � %�►_'�� //�� � �a.'.� r:�ilr.�yi.���: �•Z► ►
r�t�a�����iirae�iw����ic� '���,.�-,._,r�.�ca:srunw�r�� r ��•. �'•�t Q� ����v����,.n.c�:�7�•l�os•<.w':�i�-a ��.� ,, • \
• • i :::....n, ' � �► 1�1► ':�. � � `� I � •
■I�����r��l��'�`iif� :�, ►�����yy�I ► � .. �.:....�:• � �_��. �� ' : .. ' �� o • ��
��� �b.� ����.....,�� I:...:�,.:��\ �:i
- •�--�-- - --- ------ ---- ----------- --- _ _ _ .. _ - -- ..- --- -
.i� � � - � . � � � � �"�:..,.._,.-.. • e.�_ �'�
^ � ' ,l ' � 7 �I�� �l��'�,I � • � � � • %%�%%�%1111�i � . i �� � � ' i��i�� a��; '' '���1 � �
.� � . , , r��e����, r �iiiii�e:�i • . � •
����'!: ':1 �'� . %ii%ihYyr � • � �������l�I� : p ' ������Ii;%` I':• . � .
^ -- _ ` �. 1. % 'i7��[//� .,,' ��,�.• .1 11 ;������ .
. . .�i��e �i � . • . . Y��7�vy� . - � � . � �
�i. � � � 11 _� �'�%%Ii/'' ' if�l1� _ /�ii;ll/% • 1 1 I ' � •' :,.,�.;:�,.7; � _ ..
�iA//y�
+�i%i _ ��F� ♦ �S9 il ' )`� • I ,
, - � iii'rui • �.. �� �� 'tiin. � J . � , � . . � �
• %�ee�j, �
�� � �• / � 1 11 _.�����i'�_ti� ,•' � �' �. � •
+ • �II ���� ��ilfl� : 1 • , � � _ ����r ._�:,5-"'" - ' - „�,, � _ r - �l� • � �
I .. � _ � .' ; , I
I� � � �� � �,'. : � •• �` ; ..= � � � ,•'• �I�" • : �• � ��
. i
� � � ,. � � � � ► � •• I
1 11 •� 11 :�� � •� ., � ' , I• � ��' 1
�� � �� •. , � ., •. �
� ' ' � � � •� y
� � � �i�„ �
.• •• •, •
� •� � • � • ' . .�
• • .
•
.
� • � .� ��
•�� . : : .
-. . • � �
: �� �: • . i �
. � •
I I i I• �� ,_ .
.
I '�(I i ' I I I � ., `•
-LDE
D ETAI L D ET4
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground ?.� '� Ground
D �' �
d
Geotextile
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap Max. d= 0.5 Ft
FROM -LDET- STA. 17+28 TO 17+85 RT
DETAIL DET5
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch �,0'min• �
Grade �, 1'5
GEOTEXTILE �
Type of Liner= 40 TONS,CL B Rip-Rap
Geotextile= 56 sy
FROM -LDET- STA. 15+42 TO 15+57 RT
FROM -LDET- STA. 16 + 39 TO 16 + 58 RT
v, 3 � o
� � � �� j �
� � �`^� ? �� Q II�
`�' x � Q I
�PT Sto. l3 +2/.26 � / w � � � r �
� �S I , o �' I I
/ ° oi y
N , �
� � � '
/ / �
� �S� �✓S � , �'
\
�
\�S
� \-- �>�
�
��
/o��� - ,
� R ac
/ +00.00 -L- WOODS
65.00' (LT.) +50.00 -L-
WOODS 60.00' (LT.) +90.00 -L-
50.00' (LT.)
E EXISTING R/W TEL PED
�rr P �.��������� , C �
� T
� TOE PROTECTION N.Ce IGHwA 87 2� o
SEE DETAIL DET3 TO � AW o
• ♦ • ■ / � ��
�""_- ���t `� �� I
�
. �'�
�
50� r
' � �c F
� � "� SPEC CUT DITCH
� C � SEE D IL DET2
�
� � � + 30.24 -L-
�
� _ � ,B, P 50.00' (RT)
- E .2 Ns -B�-S-
� SY GEOTEXTILE
�� END GRADE
�� -LD PRC StO. 23+24.56 -LDET- STA. 23 + 78.13
LDET - PC Sta. 2/+63.93 -LDET - PT Sto. 24+85.19=
-L - POT Sto. 24 +80.07
+ o.�s -� -Y2DET - POT Sto. 10+00.00=
, �
95. 0 cRT) -LDET - POT Sto. 2/+38.16 M-�
-DRV - POT Sto. 9+65.32
� B -��' �(�"�� ����
IP P OODS EXISTING WOODS
DITCH y
END CONST. �� �,�
-Y2 DET- STA. 10 + 88.00
/�
�, " ��. GLEN RAVEN MILLS. INC.
� DB 38 PG 562
�
x � -
. �� , �4
�,�----� Vdet = 40 MPH
�
� -LDET - -YIDET - -DRV -
Pl Sto l0 +80.90 Pl Sto l2 +4/.53 Pl Sto 22 +44.83 Pl Sto 24 +05.46 Pl Sta l2 +23.42 Pl Sto l0 +55.85
- �_ l6° 53' 12.3" fRT l 0= l6° 53' 12.3" lLT l �_ l6° 53` 12.3" lLT J �_ l6° 53' 12.3" fRT J p= 30° 53' 33.6" �RT l p= 90° 00' 00.0" lLT l
��,� ,.- D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= l0° 30' 46.8" D= 35° 48' 35.5" D= l90° 59' 09.4"
,S/ � L= 160.63' L= 160.63' L= 160.63' L= 160.63' L= 86.27' L= 47.12'
� _ � _ � _ i _ � _ � �
�,P T- 80.90 T 80.90 T 80.90 T 80.90 T- 44.2/ T= 30.00
- �� R= 545.00' R= 545.00' R= 545.00' R= 545.00' R= 160.00` R= 30.00'
� / SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS
_ �''
�� � � � BM 2
' � LEV=614o20'
$ E SHEET IC-I
SEE SHEET 7 FOR -DRV- PROFILE
SEE SHEET 8 FOR -LDET-, -Y1DET-, AND -Y2DET- PROFILE