SW5220302_Plansheet C3.0 - Proposed Conditions/Site Plan_20220406

TBM-BENCH TIE /N 18"POPLAR
NA VD '88 ELEV. = 393.34'
j
4
Q
m
I I �
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
9522.13'
438.82'
438.78'
S 76°19'29" E
2'38'26"
C2
9522.13'
45.86'
45.86'
S 74°52'00" E
0' 16'33"
I
1
I C5.5
I
1
I C5.4
I
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NCQ07,'4ilN
TBM-BENCHTIE IN 12"PINE
NA VD '88 ELEV. = 398.9V
S -6 2304E 289 09,
• �FoA10
/2-r
Q
12' GATE 5
\ - 70+00 C5.6
k
69
4
I III � I
OWNER INFORMATION j l I I OWNER INFORMATION PlN NO. 0785316741 ```Illy ►CA R �'
PIN NO. 0785316741 3 i I I I I I ��� �� Oi,�'
I I I ' I I STATE OF NORTH CAROLINA .`
STATE OF NORTH CAROLINA
� I I I B.M. 1985, PG. 1399
B.M. 1985, PG. 1399
I I B.M. 1988, PG. 1339 Q�
B.M. 1988, PG. 1339 I I xI I I B.M. 2011, PG. 451 =
B.M. 2011, PG. 451 ' I = L
I I I I TBM-BENCHTIE IN 8" PINE = 0 3 3 612
II I
NA VD '88 ELEV. = 442.5T � I / 31 / 22
FNGINEE�
I
``
�s� `$� CONTROL POINT (REBAR & CAP)
r I �'X' �g� g� 4 I I ���iilnll►III
LOCALIZATION POINT
NC GRID (NAD 83/NSRS2007)
3 I N=748569.73'
E=2085686.64'
,7/ I I NAVD'88 ELEV. = 448.83' RECORD DRAWING
COMBINED FACTOR = 0.999902990
(SEE NOTE NO. 6)
- - - - - - _ --" THIS DOCUMENT DEPICTS THE ORIGINAL
N: 748556.59 I I DESIGN REVISED TO INCLUDE
E: 2085374.48 1 I CONSTRUCTION PHASE REVISIONS AND
N 74855030I YN � - - - AS -BUILT INFORMATION FURNISHED
_ C5.5 E: 2085468.37 -- S 03°OT12" IN -PART BY OTHERS.
G- - - - - - -- E) --
�- - - - - - - UGP= _ - EX. UTILITY VAULT Ap I -
--------- _ _ --__ C _ N /S
- - WHILE H A - UlL INFORMATION l
2 - - -` - I BELIEVED TO BE RELIABLE, THE
--- C5.5 C5.4 - - - C5.4 --- _ R35 T I
1
1 DESIGNER CANNOT ASSURE ITS
- - - - - _ _ R35 _ - I - UGP� - - - ACCURACY, AND THUS IS NOT
N: 748519.53 - - - - - - G- RESPONSIBLE FOR THE ACCURACY OF
_ POWE_R_E_A_SEMENT I Q - THIS DOCUMENT OR FOR ANY ERRORS
E: 2085407.09 N: 748517.33 ��T - - - - - - - - _ _ OR OMISSIONS WHICH MAY HAVE BEEN
_ _ E: 2085431,00 ®��`� CONCRETE INCORPORATED INTO IT AS A RESULT.
EDGE OF GRASS SHOULDER -----------_ h TRANSFORMER PAD THOSE RELYING ON THIS DOCUMENT
ARE ADVISED TO OBTAIN INDEPENDENT
N 54°3143" W VERIFICATION OF ITS ACCURACY BEFORE
I
50 1 1 1 24 I I I 35.90' / APPLYING IT FOR ANY PURPOSE. C5.8 C5.4 A I I I
I I C5.4
F\-\ 67200
\ I
\ 673+00 NCDOT R/W FENCING TO
MATCH EXISTING
AQE
``---�674+0p(VAR/AB�EUEEXTENS/ _
OWNER INFORMATION -� - _ _ w/Q J Q/V _
PIN NO. 0785316741 F HRH)
STATE OF NORTH CAROLINA _' -__ 675+0p -
B.M. 1985, PG. 1399
B.M. 1988, PG. 1339
B.M. 2011, PG. 451
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S 82 0346„E 161.57,
NOTES
GENERAL NOTES:
1. COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS.
3. RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL
PROVIDE DOCUMENTATION (SWARWEB) THAT THE MATERIALS HAVE
BEEN RECYCLED.
4. DISPOSE OF OFF -SITE WASTE MATERIALS GENERATED DURING
CONSTRUCTION. OBTAIN ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING
CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER.
GENERAL PAVING NOTES:
1. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH
THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE
NEW ASPHALT.
2. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND
THE OWNER.
KEY NOTES
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TBM- TOP OF BOL T
! NAVD 88 ELEV. = 448.58'
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DATE
21 JAN 2022
1 BLACK VINYL CHAINLINK FENCE WITH ALL BLACK
C5.4 MATERIALS AND CONCRETE MOW STRIP (8' TOTAL HEIGHT)
ePVC COATED CHAINLINK GATES WITH BARBED WIRE FYI
C5.5
(8' HEIGHT)
eMODULAR BLOCK RETAINING WALL
C5.5
Q5
C5.6 WOVEN WIRE FENCE & GATE
1
C5.8 CABLE BARRIER
PORTLAND CEMENT CONCRETE (PCC) PAVEMENT
(REFER TO SHEETS C3.1, C3.2, AND C6.0 - C6.4)
ASPHALT PAVEMENT (REFER TO SHEET C6.0)
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