SW5220302_Plansheet C1.0 - Existing Conditions_Survey_20220406

/ EjCISiING 10' P31VC ENER
I I I I I I I I I l I ,I 1N1%= 381.4 \ \ \ \ \ ` UJ \ \ \ \ \ \ I / /
I I III I I 1 ' 1 1 I \ \ \ \ , � 1 l \ \ \ \ \ \ \ \ 1 / GAS LlN EASEMEPIT
\ \ \ 1 \
INV = ,381. 4'
I IIII I I I I \ \
III IIII I I 1 l 1 \ \ \ INV. \ �
\ 81.4' ` \ \ \ \ \ \ 1 O \ \ I
\ � �\
Pam. 1992
CAR
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I I 1 \ EXISTING CONC. HEADWALL \ , , ,f // () �0/ RCMP / / / / / / / , / / / / / 1 1 \ \ \ \ \ \ \ \ \ \ EXISTING WATER VAUL T
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I \ \ \ / J / // // // / // I I \ \ \\ \ \\ \ \
\ \ \ ,-+ % / / / O , / / / \ I ' / / I / / / /I /TBM-BFrNC TEE /N 8/' PINE I I 0 3 3 612
/ / / / / / / I \ \ \\ \ \ \ \ \ \ / I
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/ I I r� I N iID 88 LE4/ 4 2.57 I GINS ♦ .
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1 i 1 i i i i$5 - --� - / / / / / / _/ _ - / / / k- \ `$ X / / / / IE ERGYT / / / CONTROL POINT (RE R & CAP) �i���,s $�,�NS�,���
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I I 1 \ > , / /� / / \ \ \ 1 ASPHALT x� / / �,�/ I I
I I \ \ �(N 38 - �- - - / / / \ \ \ l� s� / L,1NE EASE NT / l
l / / / / / / / / lNV = 485,/3' l , _ _ oo �� Ao o a - -Q _ _ _ / / / / - I ► \ \ \ \ \ / / I / 1
/ \ I 1 I , p a 12818, PG. 989 I / l l LOCALIZATION POINT
r' o _ T , \ \ \ '� E STING F/m VAUL T / /
1 1 / / I / I 1 I NC GRID NAD 83/NSIkS2007) /
' Y N=748569.73' 1
o _ _ / D/STR/CT DR/l/E - SR 1774 / / /
n - -F _ _ / ��� 1 I \ 3 / /
I / / E=� 085686.64' 1
_ -- A% XISTING CA7 VAUkT ► I I NAVD'8� ELEV. = 4 8 83'
/7ir - I T / / / \ \ RECORD DRAWING
j /- fir/ 3 ' - ` _ _ - % - _ \ /NV =1428.51 COMBINED FACTOR = 9.99990990
-� 387. a 9 ��- R/W -
�'�_ rn (SEE DOTE N 6) /
N M - d - I 7 - - w-- 431.4 I I �I I / THIS DOCUMENT DEPICTS THE ORIGINAL
I I I / \\I�� / / / ' XI,S'fl /P - - - - - _ _ yam_ d N N -1__/ / / / I I I I
EXISTING SEWER MANHOLE \� \\\ / f _ t0_ - _ - _ - - - �_�� - - � N N �- I 1 1 L DESIGN REVISED TO INCLUDE
I \ \\\\ \ \ \ \\ ^ - if / / 4 _ 1 _ - _ - _ _ - - - -- _ _ - _ _ - - - _ _ - - _a - - `r v C" CONSTRUCTION PHASE REVISIONS AND
I \ / _ - - _ -��_-_ems + v t*� c� N c� / / I
RIM = 401.9 \ \ \\\ I \ / // 5 / / / / _ _ 2 - 1 - _ - - _ _ - _ _ _ _- - - - - - - - _� - _ M M -�- - - / I I l l / AS -BUILT INFORMATION FURNISHED
INV /N (S) = 383.4' \\ l l h \ ca I / / _ - _ - - _ - _ _ _ _ - - - - _ - _ _ _ - M - - _ _ I _ / IN -PART BY OTHERS.
of 1 / / _ - - - - _ 2 7 6 _ �_- d �+ v / 69.7� (TIE �1' / / /
� ► I s \� II \ I o_ o � // // _ - _ - -_-_ 4 _ - - _ _ -- � -- �-- �_ - _ UG EX. UTILITY VAULT iP � j v �----__-�_-L
INV OUT (N) = 383.4' I �2 \\` m M� \ \ \ N ( (/ / / / /� - - _ - - 4 - 4 4 - - - - - - _ - _ `� I C° o �- I I / WHILE THE AS -BUILT INFORMATION IS
BELIEVED TO BE RELIABLE, THE
vf
111-IIII \ Z I / / I ( / / - - _ - - 4 - - - \ \ _ - _ _ �- UGP� \ I I I I / DESIGNER CANNOT ASSURE ITS
TBM-BENCHT/EIN 18°POPLAR 1 \ I a \ II 1 I \ m (I m I I ► RESPONSIBLE FOR THE ACCURACY OF
I IIII I ►.� \ \ - - z
ACCURACY, AND THUS IS NOT
NA VD '88 ELEV. = 393.34' 1 \ M 1pI\III II 1 j I I I �_ I I 7o I I 1 I / / - _ ` _ \ \ - - - _ POWER EASEM_E_N_T I _ \_ ° Q l THIS DOCUMENT OR FOR ANY ERRORS
�N\\\\,I\111,', \\ x`1 \11 mllllll Illll II I I I / / --
�� 1 \ tl I II \1 D lID l / / //// // / \ \\\ �� / , \ \ \ \ \ \ \
OR OMISSIONS WHICH MAY HAVE BEEN
/ / � / \ \ \ \ �� \ \ \ y Q � �' \ / ( / INCORPORATED INTO IT AS A RESULT.
\ I + I _ - - / ` \ THOSE RELYING ON THIS DOCUMENT
EXISTING CONC. HEADWALL 1 0 111 III\ I , I ► 17v I / \ \ \ \
\ rn I II t 11 \ D l D I O \ / Q r? \
\ \� .TOP OF HEADWALL = 392.1' \ 1 � 1 I�IN ,\ \I �I I I \ I I Z 1 Z \ I I 1 / / / � � \ \ ` - _ ` - _ - _ 4 / / \ \ \ \ \ \ I 57,po p / \ � \ \ \ \ \ I I / / / ARE ADVISED TO OBTAIN INDEPENDENT
\ \ \ \ • \ \ \ \ \ 1 + 1 1 1 \ \ /„� j II $ , I ,1 I Q]`N 54'd 143'�Y \ \ 1 \ I 1 / ( l / APPVERLYINGN OF FORTS ANYCCURACY PURPOSEBEFORE
11 T I I / / \ \ \ \ 1 15"RCP l
\\ ' I 1 I � `\ \` 4 I oo .� o \ � �\\\ \\ \ i \\ \\ \35.9' \ \ \11
INV. = 445.6'
EXISTING SEWER MANHOLE \ 4 - - _ _ _ I I \ \ \ I \ a \ \ I \ \ \ 1 1 1 1 I l / ( 1 E
\ RIM = 394.3 y II \II1111
III \ 1, 1 - - _ \
INV IN = 387.1' � � � I I\\ I I �\ I I I I I I \ 1 I �\ \\
pp�� 1 I \ \EXIST/NG DROP INLET
( l
\ \ \ \ \ \ () - x a II �II ( \ I l 1 IZ► 1 \ ( / / \ \ \�I 2 - / 1 I \ \ \ \ I / /
\ \ 1 ' \\ \ \ I 1 1 \ 1 I l i \ s - , _ _ 1 1 I \ \ \ GRATE = 451.4 ► I l /
\\ \\ \\\ INV OUT (N) = 385.3 I 11.\\ ( I I I col I k 1 1 / / I \ I I I 1 1 1 0 `" E
\r j ll I I C 1,'I \ \ \ I 1 I I / l / \ - - - / \ ` \ INV OUT (W) = 447.6' I I 1 0 w U.Z
\ I \ \ � \ \ \ \ � \� •l� ((� I �� I 1 / I , I O � z �
.• j \\\I\\ I\� I l I In \ \ I / / / / / g \ � \ - 48- - - _ 'INV.=438.9' \ 11 j( l l/ I �I I l \ \ � ¢
\ \ \ \ I EXISTING SEWER LINE IS / / )��,M 1 \ I l I - \ 1 I I - \ _ _ _ _ - - - - - \ I \ ` 11 I I I Q I l I \\
\ \ \ SUBJECT TO ANY PUBLIC x II l / �� \ I \ I I I I I 1 \ \ I 1 \
I 1 \ / \ \ _ / \ \ v 1 \ \
\ \ _ 49- _ / I \ \ 111~`�� lll(III l 1 I I O wcWd�n�i
III I 1 co I r \ 1 \ ---- I r I \ I // � I
\ \ RECORDS FOR AN EASEMENT q II \Q I\� I \ \ _ \ _ I I I _
\ I I 111I 11 //I �� 1 \ \ \ - I I I I / // / RCP I , �, w N cn
r� I
\ \\ \I 1 CONVEYANCE THAT WAS NOT 1 1j11 rp�0 // / I I I1 I I 1 l \ \ \ \ 1 \ \ + \ _ \ \ - _ / I I \ / /p �/ �-__ 1 ,;,�-''\ o C o cn
FOUND BY SEARCHING THE WAKE kk N \ \ \ �` � °�
1 I / 1 w
COUNTY REGISTER OF DEEDS. \\ \ rn \ \ L 1 / / / / �� .�
I 1 1 I + + \x \\ \� 9�. I I 1 l I cn`I 9 I 4 \ _ _
I �Il IIII I I 11 1 1 \\ \g II 39 \ \ \ `\ -4 -- // / �� 1 v X
I I 1 1 I I I I ► \ �� \\ I / / / / I EXIST/NG DROP /NLET , / / / / �I = ? J � rn
I 1 I I I II II I 1 \ \\ g3 I l� �\ / _ / / „ a v¢
/ ( GRATE = 451.5' /
I► I I III I I I l 1 1 I �\ 3 / l �, \ --- 4 / / / / / u_ I 2LL
l I 1 I l l 1 1 l III I l, l I 1► 1 I I 1 1, 1 I I I\• \c2 \\\\ 1\11\ � lNV IN (E) = 449.2' / / -j z o
O -
\ INV IN - 449.3' O o Ln n
I I I I I III 1 ► I�/.\ \\\/ 4� /' /l / I l I \ \ \ / 1 \ / / / / / lNV OUT (W) = 443.E >
I I I I I I I I I I 1 l 1 I I 1 I EXISTING SEWER MANHOLE II\ \ s �\ //�� //� / / I I 1 \ \ \ \ \ \ \ \ 4 5 / _I _ - / / / / / , / / a� i /// / i / l I I ? ~ ao
I I I I I I I I I III RIM = 397 1' ,\�\ \ '�/ \\ / Ill I ` \ `
I I I I I I I I I I \ , I =; 9 \\ \'�\ \ � \ \ \ \ / / / � r/ �/ / / / /WOODS / / �/� / l �/ l / � / � , O
INV IN (S) = 389.8 1\\ w oMy �� / / \ \ \ / / _ _ _ / I / / b / I
INV OUT (N) = 389.7' oo \M? +' \ ` _ C _ _ O O/ / Lu
Lu
A / / / _ / / / // / / �// / / u�i rn
�. O \ \ \ \ \ \ / / as / / / / I DATE
t \ �\ _ \ \\ \\\ \\ \ \ 37_// 21 JAN2022
\ \ \ \ \ \ x1a,\c� I I \ \ \ \ \
EXISTING SEWER LINE RUNS "' I/- I ` \
\ \ \ \ \ \\\ \ \ \ �\�\'oy� � \ \\ / / I / // �/ ////l Ill l WA
\ \ \ \ \ \ \ \ THROUGH BOX CULVERT 1 "� 3 / _ ` - - _ _ •
\ \ \ \ \ \ \ � \ \ � ` Illl\ a ' - _9�\ \02 R� \ \ \ � DESIGNED BY
-- _� � sr, \ \ /'c DEMOLISH EXISTING FENCE / / / (
113y
39 �� ` ` \ \'S o �z ���
401-:400, TREE CLEARING IN I J I / h' / O h W /
TBM-BENCHTIE IN 12"P/NE ` \ \ ��� ` \ ` R/W ALLOWED BY 1 p _ / / / / / M / ( Q O Z ( FS
\ \ \\ \ - - _ -gpp� _ NAVD '88 ELEV. = 398.91' '� _�� ` '�� \ NCDOT
1 \ \ EXISTING CONC. HE �- -� - ��, - \ `n V l
I \ \ \ \ _ _ _ _ - - - - - - -404- _ \ \ \ \` 7�
6BOXCULVERT - - - - --- 06 ------ ��\`\gyp\ �� 45 "\ R^ Il / / / I /(/a ( VI ( • FS
\ \ \ TOP OF HEAD WALL = 399.1 ' _ _ 410_ EXISTING 6 BOX CUL VERT _4054 - - \ - - 44 - - _ _ _ / l ► O
\ \ \ 07
INVERT OUT = 390.8' ��_ _ _- _ _ _ - 408- - - - - - - - = c\\ \ \ \ 4 \ \ \ / / I / IIf/ ( 1 I I 1 ( v I 1 • SCALE
\ _ 410411 --/\���� \ \ \` \ A \ 1 \ / 7c \ \ I / / J I �/ 1 / I /l I / I I I O h O' NTS
\ '-
�-------412 - _-_-r/N �`: ��\ \� !Q \ \ \ �J B \ 2' ( I ���� \ •
_ _ _ _ - _ _ _ _ -_T = _ _ __ _ _- __ = 413414 - - = GR/per
` - - - ---_--_ -_-_3 - -__--=4�5- - -
_----- - 416 -- ch
--------_-_�
-418CD
--� I ' ' / I / I I I I I + \ ~
TBM- TOP OF BOLT \ I-_1 LU z
NAVD'88ELEV.=448.58' ` w Q Q
- - _FA PR�,�€C-T�ST�=3009F1� _ _ - _ _ 1 R/W ALLOWED BY _ / 14 r / \ \ /. � \ \
�( /1 Y� �� \� J U J
L- �/f / \JEX/STINiS 7O' PROGRESS \ `
_ -
_ _ _ _ _ _ _ / r C \ ENERGY TRANSMISSION U
\ I I / / / CONS RUCTI \\ \ ` --LINE EASEMENT
WAIT I \ \\ \ \ \ / ` � \/\ D.B. �2818, PG. 189 \ \ � \ \ � z
o \
\-l\
O
/ cy
(VAR/ NCDOT\R/W o , J
\ \
- � I\ O
/------- - - - - -- - - - - -- - -_- B"E161.57' --- ^ Q C
-------- ---_ _ - - - - -- - -- - - - - -- -_ _ _ _ - 14503'(T/E) Ln Q z w
EXISTING CONDITIONS LEGEND
CURVEEtADIU
)ARC L NGTH
CHORD LENGTH
CHORD ARING
DELTA NGLE\
C1
522/.13'
438.82' /
438.78' /
S 7 °19'29",E"
2°38'26'\C2
522.13' /
45.86' /
45.86' ,
S 74°52'0" E
0°16'3Y
TEMPORARY BENCHMARK
EXISTING GUARD RAIL
POWER POLE
- - -SAN- - -
EXISTING UNDERGROUND SANITARY SEWER LINE
SIGN
EXISTING RIGHT-OF-WAY
CONTROL POINT (REBAR & CAP)
P/L
PROPERTY LINE (NOT SURVEYED)
Q
EXISTING IRON PIPE, STAKE, REBAR
OHP
OVERHEAD ELECTRIC/POWER
+
SPOT ELEVATION
T
UNDERGROUND TELEPHONE
_x_
EXISTING FENCE
•
COMPUTED POINT (NO POINT SET)
- - -G- - -
EXISTING UNDERGROUND NATURAL GAS LINE
0•
EXISTING NAIL NEAR FENCE CORNER
- - -UGP - -
EXISTING UNDERGROUND ELECTRIC LINE
Q
EXISTING SANITARY SEWER MANHOLE
- - - Uoarv- - -
EXISTING UNDERGROUND CA TV
❑
EXISTING CONCRETE RWMONUMENT
- UFO-
EXISTING UNDERGROUND TV FIBER OPTIC LINE
TO
EXISTING TELEPHONE MANHOLE
- - - w- - -
EXISTING UNDERGROUND WATER LINE
o❑
EXISTING U/G VAULT
EXISTING WOOD LINE
8
EXISTING CA TV PEDESTAL
®
EXISTING WATER VALVE
v
EXISTING U/G GAS VALVE
A0
EXISTING BOLLARD
KEY NOTES
A REMOVE EXISTING TREES
B BRUSH/SPARSE TREE CLEARING
C REMOVE R/W FENCE
DEMOLITION NOTES
1. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN GENERAL, FEATURES INDICATED IN BOLD ON THIS PLAN
SHALL BE REMOVED. UNDERGROUND ELECTRICAL LINES MAY BE ABANDONED IN PLACE OUTSIDE OF NEW BUILDING LIMITS. COORDINATE PROPER ABANDONMENT WITH
UTILITY COMPANY.
2. ANY EXISTING PAVEMENT, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR
TO MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED).
3. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS AND
RECYCLED TO THE GREATEST EXTENT POSSIBLE.
5. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING
CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
6. INSTALL SAFETY FENCE PRIOR TO BEGINNING OF CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS. ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING
CONDITIONS PRIOR TO BIDDING.
7. PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY IF ANY HAZARDOUS
MATERIALS ARE DISCOVERED. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.
8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE
ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.
9. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS DIRECTED BY THE
ENGINEER.
10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS.
11. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE.
12. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH NC STATE CONSTRUCTION STANDARDS, SPECIFICATIONS, AND DETAILS.
13. DEMOLITION AND PATCHING OF PAVEMENT AND OTHER EXISTING PAVED SURFACES IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO
CONSTRUCT AND INSTALL NEW UTILITIES. ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK.
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