NCC230003_Site Plan or Location Map_20230117

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SSMH I �COD
I x I II RIM = 661.53 coW�z Pm-o ❑
I I INV IN = 657.03 I - CB I I co _ -
X I i1 INV 4 I -o coo I rn ❑ M o --
om I INV OUT = 661.20 0 �c�XW c00 � � �oomv_ C 3
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0 War- �00 �0A17 KW _0 O-I .. ?J W�"
?�� �cWOrriZZ ADO COWOZ coOW�Z A0, 0 oro 5L n -Z G��rO WOOZ = a
x O 00 c0 C00 1)' n� 4WZ.. ?OD�Z W�� I �- O= I �20" ?0�W co �.. 0 n
_0 J 4CV I 0-0 O N O W-00 0 0 ;00 ? D\O OWD� I �ONi �jO �WO H
o_ z 0 o J o_ I w PIN: 07107328
�000� 0 �� ?0;a �t0 J �V'O Pm-� 2 O J WZ J
I � W�C° {,1 W x WWm yo rn0o 4 I °'�Dw oxo �' �o �y� I MELVINA D MILLER s \ RIM = 691.69
v J �e� W r CONP�- TI STMH
0 N Zll J .-0 D J J R1
z m- N w o DB 9833, PG 561
I = x o� I wrn�v I m SSMH �c�s4 rnOr�` N SMH "aD NF �c�mm w I I a xw N`� m684.29
4 W�--I tp W� rno WN-D? W AO) I�
O I oz S MH IM = 661.08 I mo I cn W I RIM = 6 1.43 I
rn rn rn 1N M0)AN I -U_ MB 4, PG 463 a INV IN =
I RMN in _ I o� J �vDOJ f N� 6�,i�1 INV IN = 684.19
x I V I 8.26 I I m II V II = 6 m wLn 4 CB C� �" 9 \
\ \ I INV 0 T = 648.19 y N RIM = 684.85 ` ; INV OUT = 682.79
/ \ \ CB I V I = I CB z
x ( RIM = 664.33 INV OU = 669.58 CB SSMH INV OUT = 675.80 \ o \
SSMH \ \ I / INV IN = 660.83 INV OU = 663.18 RIM - 67244 RIM = 674.53 RM - 681.27 \ \ \ \
OUT - 6fy0.83 INV OU = 663.14 NV OUT = 669.80 INV IN = 668.53 I1LV N 675.17
M = 651 .08 \ \ I I , / \ _ - _ - FAIL OU =8.39 nilL 0 7 - - -
8" PVC = 648.79 NV N 645.72 \ �x �- - - � -683 \ �I RIM = 693.44
- - - - - - - - - - - - - - - - - -
INV O IT = 642.21 \ x I I - I- -- - - -- - - - - �---- -- \ -
� y - INV OUT = 686.76
S Ss S S Ss Ss S SS `� PV 11I I 18„ PVC SOU IH BRUNS VENUE \ \ � Cn I / I 115' RCP
�SS SS -SS SS E SS -SS SS SS S SS �S sS 1 SSSS �' sS �ss I SSI��S S I I I I I
8 •:PVC = 648.08 / \ I I I L I I I I I o I I 4 'RIGHT OF;�,�Ss w w w w w w w w w w w w w1
3 Roo o - - - - - -�� _ = n/Ho n/ - _- - o� _ -
/7 4(Og OFT T \ Fd qTE \ pE �? °Q A v `fit v v (qlo / rr rt r� �rrss - " - cr \o I -�
9657 S /7
W \Tgl/V� I R p \ \ \ \ \ \ \ 2z'\S;aVK\ -B\ 68 - - \ - \ ` ~ T. \ SS H
RTgTjON \ I SDI o �� �� \ \ t \ - I C ` - S vZ'- 1 -L �Rllak-\6i(sij \ - Cj�\ F PROPERN LINE1H 687.61 RI = 691.0
N \ \ \ 2 MCP S I c•�' \pi�U
IN - 6�7.83 �` IN - 677.41 IN IN = 684.0 /E
2" RCP T� 667 -,V680 ` - _ - \ �B - (NP 0 T = 677.21 IN IN = 684.31
p�q
LSS A A C? A RIM T.�� IN OUT = 683.80
N
INV IN 675.42
J - \ \ ` INV IN 675.32
e651.74' \ \ _ \ TEMPORARY TREE PROTECTION 3 " \ \ \ - -67g -_ SHED - ,� INV OUT
I \ \ \ I I FENCING (TYP.) c5oo
p J
IIII I I I I �r_67B- o I I I I I I I I
III IIII �u CB SSMH \ II -� m
So x O / RIM = 673.�M= 674.73 I - 0
A \ I \ BLOCK OFF OR REMOVE ��. A \ I I I I INV IN = 669.14 I ��
C \ \ I I 1 1 I I / c> � / / I IN: 00107 99
-o r INV OUT = 668.89 A N -
\ I \ I \ 'INLET 4 PIPE INITIALLY cB \ I I I I I� of FES HC HOME LP
I 11 IIII n / 677 - Z n INV 24" RC = D 35625, P 893
I` \ TO PREVENT SEDIMENT R RlR \ fPla 674.54 B 67, PG 479
�, FROM LEAVING SITE. NH OLI s 8s1 \ \ III 1I I I I \ Xv ,, _
37.5'
7 ROCK CHECK
Ln
XO80
DAM OR STRAWI I `�� I I I wATT>_E (Trn.) I I I I`� 91 I I -� ' 0 1 0 1 O I 0 10 1 0rn / I 11 I I 5_ TEMPORARY DNER510N \ I I I �,�°��, I 1 67 / FES O O
U0 m \ 1 "\00
BERM/SWALE (TYP.) I I «0�1 I 1 - INV 15" RCP = 676.29
•� � \ \ � I / I I I � II _ / i
/• ll_ - -
\6 \ I 1 d IIII N70'2748 10 00' _/ - �170'27"1 B`E 'N7�C2 -' ;\-N70.26'01 "E N70.27.1 "E 70 30p"+F `�
\ 1 �' / LMP / I I I I I I I IIII 6 - , - - 'I o - _ / -4s- \ \ \ I I
�,MP /I
-I o5 I I o I I I I /
// WOOD I II IIII II I �R THIS PORTION OF SITE TO
F CROSS SECTIO I �� r ,�, I I I I LMP RAMP LMPI -'
645.3 : I I 1 , I I MP / �,IjII I III II I \\ 0 W REMAIN UNDISTURBED DURING ,, /I _
FEM L Y BFE _ I - - - TooP - \ 0 2 / / J
coM / �, A AS BUILDING PAD 18 I // I �' 'P M III I � V A s e�V-DN� eRl PHASE 1 CONSTRUCTION / / / / I c / 50' cws_s eu
1 BEING BROUGHT TO
6 1 1 \ - - �
A \ \ GRADE, CONTINUE TO I / I ' 6 �1� I I I I S \ �� s0yo0 ,j // / I �� - _
\ I \ / DIVERT RUNOFF TO I / I I� /Nv �auT 7 S \� / / % / /� / - _ _ _VF�fOIENT/ I \ O
\649.1 1` / SKIMMER BASIN. / r/' / / I R \ 1 X �� F / / / // FEs \ / - - / _
\ \I w I , I I r / / / IIII FE PERPLAN
I to I / / / I I \674 RFE 6�53 ��o // xl / END NOT
\m / I0 I �� \ r /i/ / I �ss v 6�s R I �/ I/ FOUND / / // V A �� i �v bL
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\ V I 1 I 0 n\ IM 6 .36 �I� ST
/ F
- 1.44LO
/6 x I // / // /� / \ \ INV 18" RCF
� RIM = 6 ExTG// BENCHES v �
INV OUT - 67 .81 l Ln 0�7
PLAYGROUND32 Y y ��
CO A I C��, v ,& 8, pGR,
I I 1 \ I \ I \ � % I I / �6� / / / I V / / �� PIN: 07107453 \ c0 ^
\ \ 1 I o j // CHARLOTTE MECKLENBURG BOARD OF 4\
SUPER SILT 4 \ I I x c� ' / / ` / / / / / EDUCATION J o.0 �i \
FENCE 7YP. c5ol I I I \ \ \ I \ / (/ _ / /// / / /CID
DB 2894, Pc 164 I . co4?��
PLAYGRo ND
�V I---T - R\�A A AV A v I I �, �� / /// v
648.421 \ \ \ �' I l \ T \ p� \ \ ` I `I I / J // // \ E TG. PAVEMENV / \ I X <�4�
\ \ \ l 1 I ��__ / / / I I
I I \ GE 6sS \ \ �0 1 I I I I ` - - \ I I I I r ` - ,,L�
\ \ / cE UcE \ s I I I I I I ` \ \ I I I I III - - / / / % ✓ J� c� Q0
l \ 65 / P I \ ` \ I I I I I N R w / �� ��ec� - i �- c BUFFEj
\ \ I I I \ 4 I I I hP I I I \ \ I I I CO \N G / (5p -`/ /
\ 7@' E I I /6S 1- / / / I \ 1� \ i // - co v- /
.. 5 I \ I I I I \ I ASP // // ' 6� ; a / / F 30o fF
\ LM \ I FES \ I �, \ �//// 4 6�9._
AS I
M� \1 ` ` "N�4_PVc - G�3.58 \ 6 ��=
N. C 3p \ I I I < SKIMMER SEDIMENT BASIN #I: _L- % GE ` \ G \ - - ^ \ `\ - 673� 2' I �' \ \C9" / _ �`b -� y -
OFPT �SF,y DRAINAGE AREA= 4.62AC GE r�� \ \ 1 / / / / I I /I \ ✓/ �` /// / - �� �� �� oy /u / o//D
(Og ' OF T FNT R \ I I DISTURBED AREA= 3.92 AC / \ _ -
ss Rq /w - - ` _ , \ \ _ _ _ I� JJ /III kI I P� / 6 / /� 4 �,�q,
S> t wy I I xl I s j I I / \ \ \ \ \ \ - _ _ . \ . \ �� % -6 73/ - I/�/ 1� 1 J �' / 4'2o"w 3.07'
c 25S rq r/O 1 I I 1 \ \ \ PHASE 1 ` -_%p
• I I I e i I ` \ \ \ \ `\ \LIMITS OF = 669� _ - - �� / / i /// %'/ //// IPERM. STORM EASEMENT,
\•...• 0 vRKET / 10 POROUS BAFFLES TYP. A A \ \ _CONSTRUCTION : - 66b` _ -/ - - / / /�j / / / POSSIBLE CONSERVATION BK 8719 PG 115 y
I I I OL/RT RA<< A \ V A \ \ - - - _ = 6w -- �i� ,¢ / / EASEMENT. APPROX.
x C500 EACH CHAMBER 1520 SF \ \ \ 4- _ G , - - - �P / / / 7 / / / / LOCATION/NOT SURVEYED APPROX. LOCATION/NOT
i
\ I I (25% OF 6URFACE AREA) _ - ` = 66 /� Q
I)i I I I \ � - 66 - - 6 664 �- - - .� .��/ / // // �Iw� 1iPIP � 1 SURVEYED \
I
Vicinity Map - NTS
I 647.73 :I I IX N I % I BLOCK OFF OR REMOVE v • \ 1 '• i•► I - -1 \ I UNDERGROUND
INLETS INITIALLY TO PREVENT \ 66
1 \ I \ \ DETENTION SYSTEM, - - - =F-- - - - - // PIN: 07107435 J
• • • � SEDIMENT FROM LEAVING SITE. I - w
o $ �648 C� ` \ SEE CONSTRUCTION 65g - - - _- -_- - - " / /' / �('\ Q a I
p -*1 TEMPORARY SLOPE S R/ g # \ SEQUENCE FOR / / /' % -65 5-_ - / / / / /N RACHEL E DBB 3 547, PGETT & STEVEN
_ - / / / V cA MICHAEL NYSTROM \
34
'o �' I/N ' I PHASING /' i / / �650 - - / / / v LOT 2, MB 60, PG 463
n DRAIN, TYP. \ C501 �' I OUT�S2 s C500 TOP OF DAM= 648.0 S �e �/ i
+ no \ \ } I \ ,'\ / ; BOTTOM= 643.0 , 4.43 \ 667
cn \ II 9' 6 /Nlv. SURFACE AREA ®
o I» ELEV. 645.9= 6077 OF / I
/ PROPERTY LINE / \
m'.4 I \ I I x 2599.2 15" RCP _ \ 660 _ � � //� / /�/ / '/ / / / /
�� \ 1I \ ! I \ ` \� --39R- C ` `659. \ // %/ii/ / ' 01 Q / (TYP.)
41 6cli
S r - 1• / �,y - coq' �-f"
t60 LF TEMP 18- CMP 64
15' EMERGENCY \ \ \ \ ` �� V 656� / _
SPILLWAY \\ \ \ _ �` a SUPER SILT' / ��O �0n O'�06 J \ NOTE TO CONTRACTOR:
12 6
VCP I > S C� �/` C501 / M ro cD" �O 0 CALL URBAN FORESTRY INSPECTOR AT [phone]
11 \'. FENCE (TYP.) / 0�•0 ` �� �co rc0 �Ro
SS �• \ , n n , / N TO SET UP A MEETING TO REVIEW TREE PROTECTION
TEMPORARY SKIMMER x 6p,8 - � BLOCK OFF OR REMOVE �a'�'�D ,� co �O� ,� 0 '� /F FENCING IN FIELD PRIOR TO DEMOLITION AND/OR
Ss-TEMPORARY
PIPE, INLETS INITIALLY TO PREVENT �o ��O �� �� ��� '�>CO CO `O/ /O Q /Q UTILITY INSTALLATION.
t 75 LF -
�� / SEDIMENT FROM LEAVING SITE. ��65 -�o`? / I 9'0
\\\Ss 43 BURY OR PROVIDE GRAVEL HAUL
10' CLASS A RIP RAP. \ \ / -A5 ' 64� 6 Q ROUTE CROSSING OVER TEMP. CMP. 2 03»w
WHEN BASIN 16 REMOVED, \ / 644__ / A MIN. 2 COVER OVER PIPE.
• REMOVE RIP RAP AND �5 / -��� n/HO n� RR W�
W N 0 O
NOR1J
I I rn I
TEMPORARY FILTER I I m z
RE -SEED \ \ �\ / ° _U II oy �o
THE COMMUNITY ENCROACHMENT LINE MUST I I \ l // / 6'QQ C504 BERM BASIN 81 I I I o I Z-^ CW `" o a'N`nz 50m-o LnCA LEGEND
\ INV I N = 641 .73 I A m � Z (A 00 rho LA � to
BE CLEARLY MARKED PRIOR TO ANY R �� / /I' 2." INV OUT = 641.36 I o� I w� ;•• N��, wW o
GRADING AND THE MARKED LINE MUST BE �F / �'- I W> o 0 o r w P W O W o N A
MAINTAINED ON SITE UNTIL FINAL GRADING I I i 9 W w� W °° Z N? p o p N A I o I =_____
z�_ D o> w°�O 4'cZ m �i o °v� ���� �'�� EXISTING SIGN EXISTING CURB AND GUTTER
r �coA o Nw 01.. w c� c� rnN
IS COMPLETED. 11 / / _ W o o
�9 o;. c� r m O_ Nz� �,0 o �� �Wc� o w1; m 0 xN cnw� Arn I
FEMA \ .\ O I / J U1 m NZ.. 17 Z. NO2J p 0 N N J DA 00 I tT-I
d . I z w� W r^- DZ wrn cn I J I
FLOODWAY I c0 o w 010 o - 6 W A `o `, rn z , W .. z I� o EIP EXISTING IRON PIN PROPOSED CURB AND GUTTER
/. 642 N 5W��° I �W DO N(1�� �0 V(0 O��A WJ�O NOZJ Orr, I N N I
/. 1 /- S3f� w�A`z °'� vmiz coivm� `n�o �Nco I NS'z� I v��o I �w Cw A I I PROPERTY LINE
i 6 � o W -� ci _ o o J v w EXISTING LIGHT POLE
_ N�0 J NO�r-�v j �� I I CTWCC) O�pnJ O�mD p n I
643 v��c'�n o r�o I cn��� ��`� I A�zN I EXISTING UTILITY POLE
0 o To �� c, �'� j rn I I I � W W m D-x-x-x- EXISTING FENCE
,��/ t R/W RIGHT-OF-WAY
I 654�B �� Joo�I �� mJ I o w D UGE EXISTING UNDERGROUND ELECTRIC LINE
P
INV 54" RCP = 3 /j / / 2 x
C500 CONSTRUCTION ENTRANCE \ EXISTING TREE TO REMAIN OH/U EXISTING OVERHEAD UTILITY LINE
o
1655 ,6 z
4S / EXISTING FIRE HYDRANT T EXISTING UNDERGROUND TELEPHONE LINE o I I SS EXISTING SANITARY SEWER LINE
656- �' wv
COMMUNITY . in/:• / ® EXISTING WATER VALVE W EXISTING WATER LINE
ENCROACHMENT LINES j q/t WOODVALE PLACE
���� / S� ®wM EXISTING WATER METER
MfC 0j MECKLENBURG / �� I � ' � I � 657' 'I 40 RIGHT OF WAY
o ki4,eU 7o,,, COUNTY �- G, I j G EXISTING GAS LINE
�S 04 EXISTING SEWER MANHOLE
XXX - - EXISTING CONTOUR LINE
'2s86 pG 3N� FEMA 100 YR I• ' I I � I I / 658 1 � co�j CO/VC
FLOODPLAIN I / ( ( I \ CC., Wq<< RAF MH I EXISTING STORM MANHOLE XXX PROPOSED CONTOUR LINE
COMMUNITY FLOODPLA \\I I \\ / ���/ 659- xcoC EXISTING STORM
(500 Y) � / W �Z � PROPOSED STORM MANHOLE
,n I o �%+ N � o o ❑ EXISTING DRAINAGE STRUCTURE PROPOSED STORM RDRAIA AGE I P PE
FES I ' I�
y ( 9� °o-
INV P 4„ I:I I I::: III / 660_ I1-4
`° A �� o DI
PROPOSED DRAINAGE STRUCTURE TEMPORARY SILT FENCE
j- IIII �I l l A
_ CnAZN
'� II -SS F� TEMPORARY SUPER SILT FENCE
�o ' I I I I ` PROPERTY LINE TEMPORARY SILT SACK
\ \ \ \ //'►I ► i y PLAI STONE OPENING IN TEMPORARY SILT FENCE
- \\ \�\ \ /��, / 1 66�- - I I I IIII �CgRCP (TYP.)a
P I r III RIM = 647.81 RIM = 646.09 TEMPORARY INLET PROTECTION
TEMPORARY TREE PROTECTION BARRICADE
�o I � � � I / II I II I I I \ INV = INACCESSIBLE INV = INACCESSIBLE TEMPORARY ROCK CHECK DAM LIMITS OF GRADING/CONSTRUCTION
NS
R P 3 " - 641.60 TEMPORARY FILTER BERM BASIN 30 30 LINED GRASS SWALE
CO CR `" \� \ \ \ \ C ��� GRASS SWALE
O TEMPORARY SILT FENCE OPENING
q ME FTF
EEOEE A
RO 6 -
oRo 0
100A,R/ IF
oFOH"ARF
I I jlll �IIII�I I� = � N wWy
STMH
I II I III IIIII ` �\ RIM = 668.43
�I III IIII I1.111111\��, RIM - 6 43 \ �� ` ` INV IN = 663.19
II I INV IN 65.45 10
IIIIIIIIIII \ �` 663.21
� NV I INV OUT 65\70 C. OUT 63.15 •
IIIII CB�
I I RIM
'IIII INV OUT = 6 Know what's below.
Call before you dig.
40 0 20 40 80
SCALE: 1 " =40'
adw.Izhitects
environments life
architecture planning Interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
P 704 379 1919
F 704 379 1920
www.adwarchitects.com
Cnins
Charlotte -Mecklenburg Schools
10 benesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, INC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17000501.00
BRUNS
ACADEMY
501 S. Bruns Ave.
Charlotte, NC 28208
EROSION CONTROL PLAN -
PHASE 1 PRE
DATE: 08.29.2022
PROJECT NO: 21086
REVISIONS
NO: DATE: DESCRIPTION:
A 11.10.2022 REVIEW COMMENTS
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
. ,� CARD`#,,
=��gHNDSC,go«a �*
.7
SEAL 26' 2®
c • 'i�o
j'181"ov
SHEET NUMBER
C201