SW3230501_Plansheet - C200 Proposed Conditions/Site Plan_20230823

OHE "14-07-9685
_ ROAD S. R.
_ _ OLD CAMDEN "(R/W_ _
1 132 (R/W 60
')
---
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�— 2' THERMOPLASTIC 1.5" MILL/FILL AREA TO
CENTER OF OLD CAMDEN
STOP BAR
THRU LANE
rn
\ Z
w w -
I -'3 m i a / / — — \ - I •00 EXISTING 60' R/W a
Ld
_ N
0 100 200 Q m /
FEET a O / =i 0. l \ - — — 10' X 70' SIGHT TRIANGLE
I / / °r / SAW CUT EXISTING ASPHALT EDGE -
" = w� \ TO THE IN TO LITAKER LANE
1 100' I - — — — — — — — —
I / Y�N �,I STOP SIGN
00 1
cooI.. MIN: 30"
I /
10' X 70' SIGHT TRIANGLE N ADA RAMP W/ TRUNCATED DOME
zDETECTIBLE WARNINGS
LIGHT POLE I 6" WHITE STRIPE I
— / NOTE:
MIN: 20
LIGHT DESIGNED BY OTHERS � 37 00' I
& APPROVED BY MIDLAND
/ I ) / / / 3 Do-
to I
60.00'
Wmr Ld
I /
EXISTING 60' R/W — — I
0
oo I PROPOSED 60' R/W Z
OLD CAMDEN ROAD S.R. 1132 I N
60' PUBLIC RIGHT OF WAY AGREEMENT
/ PER DB 339 PG 348
— O O / U U - - _
_ u>
OH PTtt��_
1.5" MI/F
FILL AREA TO 0 OHEO CONCRETE APRON (PER DETAIL IN SHEET C210)
CENTE OLD CAMDEN _ - - O
p.ins — — — THRU E
n n n _ — _
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40' TYPE A BUFFER YARD - - _ - - - - �'*
v v 10' X 70' SIGHT TRIANGLE 10 X 70 SIGHT TRIANGLEIF
- -- ---- �T" I z LIGHT POLE N' \ t°`: r► ,
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❑ NOTE. 00
LIGHT DESIGNED BY OTHERS
Z & APPROVED BY MIDLAND z 40' TYPE A BUFFER YARD \ O
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_ DESIGNED ACCORDING TO NCDOT DETAILS 848.02 (SHEET C210) p ACRES
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/ 0 - 20' STORM EASEMENT \ °D
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/ M w I TRANSITION FROM NEW 60 PUBLIC ROW f h• Z
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/ R i o � � C I PERENNIAL � \f\ � Z I L � 3
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/ m o w o a a I MAINTENANCE EASEMENT / C DESIGNED ACCORDING TO NCDOT DETAILS 848.02 (SHEET C210) OD a a
rn I l ` PROPERTY I
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GUTTER TO BE CONTINUED o N
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N x CONSTRUCTION ' m a a
CONCRETE APRON (PER DETAIL IN SHEET C210) � }
I I LIGHT POLE
COMPANY ' \ \
I LIGHT DESIGNED BY OTHERS LIGHT POLE I
x I & APPROVED BY MIDLAND \ NOTE: o /
I LIGHT DESIGNED BY OTHERS\ 0
x & APPROVED BY MIDLAND N , 0
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�— — — I—
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/ I I Of < \ NEW ROAD LENGTH : 40 80 0
/ i \ \ I FEET o W 0
449 LF 1 " = 40' w .
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/ I 00
40' TYPE A BUFFER YARD 30. \ N OTE: LOT DRIVEWAYS ONTO o 0
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/ x THE SITE MUST BE 36 ' WIDE w
II PERENNIAL STREAM � \ U o
\ 1 102812 SQ. Ff. \ ` o Z z
237LOT 10 ACRES \ �� AND CAPABLE OF
/ I 1 '�Os2 T \ \ SUPPORTING THE IMPOSED s
16.06 ACRES Q 0
\ WEIGHT OF A 75 , 000 POUND
TRUCK
z
/ N WETLAND r STREAM BUFFER \ NOTE: DEVELOPER IS
" — \ RESPONSIBLE FOR
NMr�M
\ �� �OONN INSTALLATION , OPERATION ,
w_
\ w 3=rn o a a a \ I I I� \ \ 30.00 \ ENGINEERS SEAL
AND MAINTENANCE OF
/ Q w�o m \ \ INTERMITTENT STREAM
\ \ J 000� \ STREETLIGHTS . is It,
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\ 3 a z \ 40' TYPE A BUFFER YARD I l ;���•�O E /p �y
�c I STREAM BUFFER 8/23/2023
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\ _ —= I_ _ I_ TOWN OF MIDLAND ,�H� %,�
�N07°1 1 IN
APPROVED: ,�►, W.
I /� �� ✓ �� �/�.. ROADWAY & PUBLIC DRAINAGE ONLY
INTERMITTENT STREAM
TOWN ENGINEER C200

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O , - tij —- — 4 60'�JBtIG-RL T_-DP Y AGREEMENT \ i / 0 Z
+— — OHE �• PER DB 339 PG 348 — — — _ — — /695- / II ,/ / O
- - - - — _ - - - / �i'
_ - - - - - - - _ _ _ �- - 694- - - 1 OHE OHE 01 __0 0
694 II C�HE—�
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N _ _ - - 696 - - - _ - - L � - \ �
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/ \ \ I - �� 695 — _ - _ 0 40 80
; 692 ` \ \ - \ _ \\ \ - - - - - — � � - — — — — — — — — — — — — - 697" - - - - �- - O FEET
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\ \ \ � � \ -69 - - - - - - / H
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EXISTING WETLAND
\
,-
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/ // �G \ \I \\• 682` \\\ \\\ \ \\\\\\\\ \\ - - - - - — \\\ -69 696'
_ \ 80 \ \ \ \ \ \ \ - - - \ 689 HIV \0 1 m °'
i STREAM BUFFER I�`°o I CID
687-
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ALIGNMENT — NORTH ALIGNMENT — SOUTH Z ct
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700 700 700 700 Q
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696 - - - _ 696 696 696
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EXISTING GRADE Z
PROPOSED GRADE lug Ld
692 PROPOSED GRADE 692 692 692 04
EXISTING GRADE _ J 0O0
0 N
690 690 690 690 w z
0+00 1 +00 2+00 3+00 4+00 5+00 0+00 1 +00 2+00 3+00 4+00 5+00 m w
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HORZIONTAL SCALE: 1 " = 40 '
VERTICAL SCALE: 1 " = 4'
ENGINEE SEAL
SIGHT DISTANCE PROFILES :
FROM NCDOT POLICY ON STREET AND DRIVEWAY ACCESS : = ;Q°ES S'° 1,
MINIMUM SIGHT DISTANCE IS TOWN OF MIDLAND /23/202
( DESIGN SPEED * 10 FOR NON —ARTERIAL ROADS)
SPEED LIMIT OF OLD CAMDEN = 45 MPH
APPROVED:
ROADWAY & PUBLIC DRAINAGE ONLY
DESIGN SPEED = 50 MPH
SIGHT DISTANCE — 50 * 10 — 5 0 0 ' TOWN ENGINEER
SIGHT DISTANCE NORTH & SOUTH MEET THIS CRITERIA. C201

148265 SQ. FT. 40
LOT 4 i i MO4a 1 =
Q
\ 3.404 ACRES
0 40 $ HORIZONTAL
FEET
\ I I I VERTICAL
43.00 CENTER LINE PROFILE
I I 708 708 0
. .
I £
PVI STA = 0 41 .22
700 2200 PVI ELEV = 694.50 N
Aerial Fire Truck A.D. - 0 0
c I feet 704 - 704
I I I Width : 8.50 Track : 8.50 45. ,
I I Lock to lock Time : 6.0
I Steering Angle : 33.3 rn �
O 00
AUTOTURN EXHIBIT °r+° 0
I 700 J + J 700
I I Q w w
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0 i 696 2239 LOW POINT F ROA 696 Q
692 , 692
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+ R26 o0' — — I I £ I o LA 688 ` 688
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R5 I I I 0D 0
5.00' <' + I I £ m
.O i i m N 684 684
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R1p I I I I I I ozw
m
R26.00' I I I r
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moo. I I I f o x q 680 680
0+00 1 +00 2+00 3+00 4+00 4+77
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Tractor Width : 8.00 Lock to Lock Time : 6.0 1 " = 40' N g m w w
Trailer Width : 8.50 Steering Angle : 28.4
Tractor Track : 8.00 Articulating Angle : 75.0
Trailer Track : 8.50
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R2 / - I I Wiz I 1/ I ' I 36.00'
CACA 0
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\ ENGINi,Ei,Ei ,
SEAL
+ PROPOSED 60' R/W W oo I 8R500' c �° 00
. £ co co
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. _ • NO ;,.,::•i��.00:.: I � I I II I� I J J I1/ � 1 / %I J 1 I/ � �`�� �� � �� �— _ _ - - , l�o %
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= V - 033470
b PROPOSED 60' R/W I I I I o z W F / / \ ` ,� �,
•00• I ' I I �_ o / / _ = n ;08/23/2023
W P / l l TOWN OF MIDLAND -- GINE
R26.00 �� EXISTING 60 R W \ \ \ ��� ,/� a. `:
I I I I c,,cnm � / / � � � `iQ^^����r�����
m ' / / APPROVED:
ROADWAY & PUBLIC DRAINAGE ONLY
Ln
EXISTING R/W I I I \
TOWN ENGINEER C202