NCC222093_Site Plan or Location Map_20220606

U.S. 74 BY-PgSS
ATTACH SKIMMER
X
17, X
CONCRETE ARM TO CB-5
-
HOSJITgL D SITE n/HO n/Ho - WASHOUT C300
- n/H/ 0H - - - _ _ M. X S 84-11'4g"E US HIGHWAY 4 BY PASS
Q o oH\ off/u 0 H / U - x
OH/U 0H/U -0 -= X IGH CHAIN LINK CONTROLLED ACCESS
L4UCHWOOD j�iE\\ \\\\� OH\ off XFENX CIRCLE '� \\ �bH'l� �X
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c' I 0 0 U' t,Y / / \� I� H x --2vy. 3- x S 89'15'07"E
WHEN EXCAVATING ADDITIONAL _ o�� x 8 HIGH CHAIN LINK FENCE
m 2 oa PARKING AREA CONTRACTOR TO LEAVE j'/\\,\ \ x2,5. xz,4.s7 - x _ _ _
\ '\ / x _ _ x x 285.03'
Qo GRADE BELOW ADJACENT GRADE. / // �,�x\\\ ^ro �o� / a a \ ASPHALT U a/r�OH U 0 U
INSTALL PAVEMENT AS SOON AS / I / X216.z4 ` \ / - ` a \ :zzr5 ss TEMPORARY INLET 4 TEMPORARY INLET 4 x ?
/ �_�� _ 215.0_ - _ - - - -21 PROTECTION (TYP.) C50
c, POSSIBLE / - - - �213.5- - - - - - - _ __ - 21 PROTECTION PROTECTION (TYP.) C` 0
-11Y/ I / !� z�is., 2,4.s - x2, - _ 213.5 - - C215.0 - - �Y2,427
// / /�-t1s-�-_ 212.5 -_ _� - -- -� / 9"ma le ASPHALT _
/ / - - - - 14.5 - - - - 12"ma le \ 8 a SERIVICE RD X2,3.25
VICINITY MAP �'l ` / \ / �T ////�D4 o p 7 ---- ---- -
`j 214.� l S N c" >
NTS / III PSP a�J2,4.s ,.� 2A\322
16.30 = X212.82
I 16.2 O\� NV - 212.82' �
o I / MONITORING / 9
24. 11 le / ap rii2, DI z,3.os
J - °` 15 RCP " � INV 211.13 18 R �
0 p I 1 OUT: 210.70 24"RCP
X216.81 I O O I I �- - -- O / 215. �� 213.8 L INV 1 5 xz,3., 1 - -
I 6"hall xz,s. o o / 214.9 X213.8
Y I I x21s.s I / 68 - - aple �, � � �_� 4 �t�
\ I -- ,5.5 �; s.�9 I ��� 12"maple _ X211.91
DI 4B TO BE USED FOR 5 4"h ly �\\ 8 TEMPORARY i 9 TEMP.POROUS -� J \ i a6 1 'maple
/ CLEANWATER BYPASS. I. o o s.a C500 •SKIMMER BASIN C500 BAFFLE (TYP.) F` �' I 215.13 \ L - - - - - - _ - 213.55
CONSTRUCT STORM = .�. t3.s X213.6 xz
STABILIZE BACKFILLED AREA ` `Xa 216.. x21z�53 \
/ _ 10"maple X213.50
_ ss \ I �� / SEWER IN INITIAL ^^"rY�c s 14 m le 4 /
AROUND BASIN WITH ROCK \ �i SP COVER CATCH P STABILIZE DISTURBED AREA 214.24 \
1 n CONDITION 4"hall � d�
5.41 L.I Y 215.42 FOR UTILITY TRENCH WITH ti^°16" oA X 3.76 X'�
/�` �' \S� ,( BASINS TO PREVENT 21s.7o o �� \
z as a S 15 KGF' I EROSION CONTROL MATTING �\ /
LT 1 DIRECT FLOW FROM 2. 18"P�, II
` ,X'N7. FI,�' 1-1DISTURBED AREAS ,5. 15.58 �\ I \ 4.sz �� a / 7 >< STONE OPENING \
SCOTLAND HEALTHCARE PARK / � 269 -
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benesch
2359 Perimeter
Alfred Benesch & Company
Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000444
x
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2 > TEMPORARY CONSTRUCTION 1 7 o �\ 13 oak \ ti`° N / •�'- CA
PLAT BOOK 8 PAGE 474 l l �, "p I 1 p �� _ �` C5o0 (N SILT FENCE ,� Ro
/ X \ 1 5"hallz\.7s /�15.67 x2, s\\ �� i7 M ` X213.` ���, E Q°' • r
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/ o / rn �, H �/ \ 6 1 2 ^ Y X 215.17 \ 2 / \ 6 \ x 2, 2 a / hQ OF
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1 3 3.44 -' F\ • SPACES >6= - 2 x 2, s.7 / \ ■ .,� W ...
217.80 I I I t*1 / l co 21s.3, - \216.45 !y\ 6 ...e ::.:.';'.,.... ;. -%7 - �Il 214.9 \ C500 FENCE (TYP.)
\ ® I I -N[ L7 r/ n 16. _ \ .: - - - X 216 6� _ 216.79 21 .17 \
X 216.89 216.6 1 y� _ 11
2i•i / 17.82 217.61' ( /\IQ'1 / I 6.54 X 15.17 216 416.s2 \ 05 6 m X27 �< _ = = - - cV \
` / I X217.2 V / I I POWER GOES 2,6.7 / �� p z, .z 71 \\ \ 216 21e9 2 .2s � ••' \ - - _ ��1 x2,s.s
\ 216.77 '� \ I / \ I / UNDERGROUN .78 ` ti 2� " 2, . 3� '6, a 12 SPACES 0 1 216.50 o^ .53 �-X a3 \ / - - \ X212.7
217.32 m / I p, t\P 5.6�• 9�16.82 217. sR � \ X213.10 WV `V W w W W
/ C / `D I I \ �I �n ti 98 _ s - \ \\ > 21 16.44 t �I\I
M ��. / - �y o z1 .a9 ADWALL\ W .. W \ W W
\ 217.83 I I /1 1 / �+ J >Q 0 Q ` W 9.]5'�- - - W W - - _ - 6'� WATER LINE
\ I I I I N 6.53 ,�4s 9 )\ 9 GL 6.4\ W W Wes- W W �t W 21 15 P \W \ �/
ti 217.54 C' W W ^1 INV 20�,51'
o \ i I,,, /� J I 21 '9�O 216.876-1h W ASPHA/.. W W W-`\ (
217.53 I X216.9 j\\ ❑ X215. 2� 1N 5\ 24" FCP
\ \ 217. _ , , 9 '% \ _ x 216. �o �.� / \ 0\ \ ` X 212.7
\ 217.3 F / 21 , ` 16.41 / / 2 Its .41\ \\�� X216.6s \ BRICK K \\ INV = 2�2.39'\ - SPHALT 2,3.gi �3- - /
X 216.73 ojy 217..�j%L f I \.16.90 wry o� - 2158 I 4" PVC \ \ \
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t 209�J2' - - -
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ti^ / / � e � _ - _ � - p•2 2n.2t zn.o9 \ � �
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FENCE (TYP.) s. 2 -� n. s s 00 \\ \\ \ �U2.5'
%i % 19"pine I \ / I i ` y " >>o / <... > CANOP \ "s.�d� \\ x 10.2 \ fl cP• i ,( � / _ / W a �i\ "o i N 2, VENT 7.4 \
Q7� Q A I P I / S 2j BRIC x \ \� \� l -�c y�
/ 216.9 V 21 216.7 / �\ 0 2 0 PUM 7.38 17.39 \� \ \ n \1 /
/ r RI
X216.35 LLf u PATIO s\ I I I U-
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4-�11� X 216.7 216.43 \/� 216.20 21 .65 4.71 213.1 4_ X 212.2
X216.15 16.52 96 / 1213.54 / Q /
216.8 �, / �i<�� �:` `.` 10 Hl BRICK WALL � lxc�/ O
Y7.36 1 � =213.8 V / 12.1
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a 21 7.49 \ /
\ Piv
N 1 . EXISTING PAVEMENT AREAS TO REMAINII%� \
\ x2,s.2o p• 21s.7 / UNDISTURBED UNTIL PROPOSED COOLER I I / \35'\ PP /
2"pine 217.38
/ 7"do wood I \ � \ / o Q
/ BUILDING HAS ENCLOSED AND0 T I /
\ 9 / 2,6. CONNECTED TO ROOF DRAINS OUS 2t7.z VENT INV 1Im 1 1 6� / X213.52 / / U /
/ _ _ � �_ 8' IMET `F(I ; x%9.s\ \ / xz z.3
\�r� / 6.40 / /� I I 2j> gVAC ; NT 0 0 2 2ts.a \ \ \° / / WV / / �� wool
/
X216. `+' 16.3 t° �x6.59 \I '`� HVAC C _ �I L 7P r X21 .3\ \ \ \ \ \ \ \X2,3. / tP� 212.76 U / O
216.10 24"pine ` N / U Fl CO CTION x216.6 v 1 \ \ \ 1'V�UNK / /
5.25 ♦ `zy ,s.-5 � / N \\� k \ \ \ /ASPHALT / Z
\ /
X 21 s.09 ` ? ^ %\�, I r \ OC/0 r29.6, OC/0 / \ O L�
216.40 X 6. � w 21 9 �' y -9 �L �� V D � 2 Q �
/ X216.43 22"pine >s / 2� 6\� r r 7' BRgpFORD �> /
I / / C PEAR x 15. \ \ \ / / �212
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X213.53 / 212.67
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// �a z,6. N M D -� i`� \\ s\ `�.97' V /t" 2,2.6s
•� 16.71 X216.46 18 ine T, ' i ~ Z � \ ASPH LT 6 � �\i.� � / // % / \ X215.76 \ \ � � V 3 60
217.15 \ r, 15.10 \ � / V ,6. \� 1 \ X213.s / 'S
/ \ / X216.19 \�,� 21 2\\ I \ 1 1
/� X215.47 2 + \ ( /
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0 215.60 F r \ I
/l \ V" 208.66 13.81 13.55
/ 6.98 I %�5 / �1V :
� AS /\ �2,5.,s r a � / � � z, s3\ \\ \ � PP x2,3.27
'� /// x•2s9 \\\ PHALT I / / \ \ 2 FILL0 SHEL
ARK / Iy / /// 215.38 LK�94/ - X215.37
�� 217.64 �\ 17.34 X216.80 /1�216.38 \ \\ rn
# 2, 22"pine / \ O
216.\� N III III ) 1 \\\ X213.3 V / / / / v
I % s 5.55 y - /
�r 15.08 r
k .51 II \ N �� _ -I' I i I�\\\\ �i zn / ✓c ...\\ / / 212.99
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/ 4�14.73 13 b \
// I X 216.78, / x 216.4 p / � � i
\ ,N217.73 rO �/ G�' + ER rV�G 1 2 JOP WALL r l^ / O \ b I I III �� / III X >� _ " J //�� r %, / , „� X
i C V X 214.15 y> T1
X 21 7.1 1 _ =X / /2\6 $� Oy G� \� Q + 2�14.66 �\ r _ = Ilrlll
UJ
SHLT �P�P� / / IX213.97� �,� _ EXISTING FIRE HYDRANT
ASPHALT �� / I / 7
X 217.31 LIGHT �\ w Ul
75
STANDARD+✓ `' /! BASE// 14.90 y I000
L r �, x \ / I ,/ -Q OD EXISTING STORM MANHOLE
/ - - _ - TPI� x ��� - ■ o \ o �\ = = - �� MH I PROPOSED STORM MANHOLE O
H/H X21s.89 / ��T7.40 -x: X216.96 217.21 6/ % //' X214.63 DI 3 `,J I-- ] �\ / /
/ / ❑ EXISTING DRAINAGE STRUCTURE
X217.s (� \ V I\� �% / / X214.47 1 212.99 213.00 .� \\�
217.25 � \ I \\\\ / //�y//��c�
� O 2.17.55 \C216.81 .'f7 X 215 34 \ / �\
.4' POWER GOES ` - _ \�/ o �\ _ _� \\N - - D� - PROPOSED DRAINAGE STRUCTURE
� Pa' �wv
UNDERGROUND �� - - - - - - S W _ _ _ _ _ _ EXISTING CURB AND GUTTER
I
\�S� X2,6.66 \I1�0 \ 213 s4 OO BUILDING CONSTRUCTION = 0.4 AC. I / IIII ���� PROPERTY LINE
� DISTURBED AREAS FOR PHASE 1
216.79 0 \\ hq�rp 215.84 xz,s. z \ ./ *. I I
^ X 215.52 0 14.03
x2ls.so 2,6.5s 2 pine ... 13"oak 7-maple v � X21s 3s °a \ \ _ EXISTING CONTOUR LINE
�-\� ` 15.77 Wzm�INv
\ \ / �� 16.3aL- -
11L _ XXX PROPOSED CONTOUR LINE
R LINE LOCATION
24 pine ` 217.2,P /216.38 216.OSX - _ 9�1q VErEM77-17 OPOGRAPHIICAND BOUILIARV� - -
2 .8 ' boa STORAGE \ _ COOL j - \ / ER F--eR - X EXISTING STORM DRAINAGE PIPE
AREA .21 \ METAL ti / J. F. WAMPLER ENGINEERING DA MARCH 3, 2004.
h �� \ SHED �� ��
\ 0 4'CHAIN LINK FENCI PROPOSED STORM DRAINAGE PIPE
16.17 kNc�•� � Q ,� METAL 00 1 j F ND HELICOPTER I
X 216.12 �N BU/LD/NG / / \
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Project Number
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Date
J �1�- _ _ N _� \ / / e'�` CANOPY I TEMPORARY SILT FENCE
_ _ _ 6 X2`5 XIS'T� G BUIL ING ��„_� \/0 �' •215E No. Description Date
I /30� I
\ V adz / - i.-D PRIVACY FdIVV/ _Y �- I�
+ \ X 215.78 X 5.90 7� ¢ X 6.10 \
STONE OPENING IN TEMPORARY SILT FENCE
215.32 ETAL \ / \
LIMITS OF GRADING/CONSTRUCTION
x2,5.8a- z15.4212�j S-
15. 5.59 N Cy < S5 TEMPORARY SILT SACK�GRE TYP. SS'2 82TEMP. SILTFENCEI VENT
SS
215.75 D� I \ X215.62 » yy� \ / TEMPORARY INLET PROTECTION
\/ I �,� \ / MET MET � I _ 6 TEMPORARY INLET
SURVEYYMAPWOF TOP A F K RADARY
C500 OPROTECTION
5 SILT SACK (TYP.) I / � t��cr� IWTL� z
/ -_- - TEMPORARY ROCK CHECK DAM
[ALTERNATE \] SS \ SURVER FOR SCOTLAND MEMORIAL HOSPITAL BY
I I - 'Z 10 \ / / w PL TING Q / / ❑ 0 / =� III / I J. F. WAMPLER ENGINEERING DATED MARCH 3, 2004
2-1 7.30 1' \8 "� �Z- MH 3 I III z \� TEMPORARY GRAVEL ENTRANCE
��vLL 0 �� �� '� W �
\ + / \ (4 l> MH 2 BRICK w, W / Y
+ ti tiF / ) �' w I I / OUTLET PROTECTION
c��' !y � 'tIl I 1 � a WATER�N= J\ � �' J
Y (� C UTILITY MHO I /
\I \ 217.50 // \ `° \ STONE OPENING IN SILT FENCE TYP. 7 % /\
/ O \ \ Qv \cliv, \ BASE BID W %^ `\ ��'A I / = PROP. DIVERSION DITCH
\ I \ I - , 217.15 / \ q� \ W W W [ ] H & 7� \ ��
/ 7„
/ 1 I �� �1 PROP. EROSION CONTROL MATTING
I / 217.25 / /� + 1 7.73 217.40 7r l �� \8 \ / /� \\ 0 \ I TEMP. SILT FENCE TYP. ��' 1 X x X
/ O / / / - �/� \\ \ y// 8" / \ I - \ C500 [ALTERNATE 51 ��� \ \ 2�
217.62 / \\ v /// �`' A ��, 0 I ' / \� I '
2 .9 \� / T \ � �\ \ -�, � � \ \/ \I � ��� �� \� \ _ INV =�7.98/-
6 TEMPORARY INLET \ _
217.60 � �% \ /� �/ \\ � \ �q�` o � �� \ \ ` /\ 36y RCP // P P�� //j�
217.82 \ \� I �j \ \ cS'p N PROTECTION - SILT SACK (TYP.)Iz)
\ ® ��/ A 05�� \ �� `Q I 9�i \ / �� / / / / P / / / / 207.90' 1 / / .� \ . [ALTERNATE 5] \ \ � \� � / / x o . / /
I �\ 7.6 \ \ \ Q \ TEMPORARY CONSTRUCTION 2 O \ \ \ /
1 7. t� ENTRANCE C 0 I ` / A / x2,,.3s
[ALTERNATE 5] \ \ �► \ / / /
42
2.17
\ \_ c� I� \\ 10// y/r /�� 6„ �A I /e \\ Cc� \-\O / / X211.7/
\
W \ V 6 RCP 07.9 1$'y o /
M D \ 21 21
/OON POON
evao _----
\ \ 'e X 211.38 / / �2/ _
\ \\ \\ \ \ \\ \\ '� s.
V J� _ 7" - I I \ % / V 14" / / % ,,/ // / X y X 211.6 /
TOP 215.15 \ / \ I \ ♦ / / ,y4 --
7 PLAN NORTH TRUE NORTH
v - - v '�A TO c 8 5v/ / / / /
INV OUT = PO ; 5„ \ �I 1 07" 5� ti� / �e // \ / \
INV IN = 29 /94 %III _ -, \ r ♦ IN: - 0,q /2 44��� \ s /< \ o o ar
\ 8' fJV OUT: 07.77 9. e /
a Sheet Tit11
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\ \ % \ �i / - - - r \ ti \ /\ A % / / I os. 0 16 PA 213.4t +/S\ { \\ /// _ 2" 2%/� \ %�' --- III l % I v
h \ EROSION CONTROL
EXISTING PAVEMENT AREAS TO REMAIN % A/ \ x211.ao /% ti \ I
\ 21 7 + / T^�_ a ��r// ,��x` / �I s" -I �\ o II C s
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\\\ \ III A INV=214.86' l�r NV=215.12'
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UNDISTURBED UNTIL PROPOSED / \ �// 0 / ///% x2, a o \ \ o PLAN -PRE
C500 SILT FENCE (TYP.) BUILDING HAS ENCLOSED AND i� a \
[ALTERNATE 5] CONNECTED TO ROOF DRAINS / // \ /moo
\ �� \ G / / i / o9s 9�9X209.55 X210.34 \ �; DEVELOPMENT
[ALTERNATE 5] \ Q� / / 09.77 tiv� X211.
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X 209.74 -
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