NCC216172_Site Plan or Location Map_20211105

J1 `\ �/ % �� ,/ /��,/,(_ C /��,� $ (\,) \ s ' --1 - / �v - 1 t ��'` �82''- -�1�� 'l v , � f -`� �> ..) / /� \�� I ` j \ \ \4 1
�-
( / � / / / f // ✓ ti S J 7 �^ R Q 1 ��o -- - - t'- \ \ \ S) t I )�\ LJ ) DI / I
y/ / / / ,r �//� / �/ `^ I \ �° ( (. 82�_ L � -,)- J \ \ �� Lf L �' ) S�`O AGE L� a �f-1 \ vl J RIM:83�21 \ I I F
/ //If ( / / / / ) i ) (1 f� '� I �-,� 11 � � 8" MAP E "��1�. D� JL / � I � \ ���9 � � a ( /� CON AL�IER L v ° L : ; I "1 i DI � �\ INV. IN(k) EL.=826.35'(1 5"R(\P) ( II
co 1 I � �J \- \ � rl l� �, 1 RIM:832.34 INV. II4(I W) EL.=826.30'(15"RCN `' ''
/ r / ) / r/. / / // / / / D )/ L \ ( 0 8 - �) n /^ \ J C�� \ ` C \ J \ y I \ INV. IN=828.04 15"RCP tL I o
�l�j� /1 /(ram/�// )/o (��//• �`' 5 I 5/ C) �\ ��_^ 2� ( z�
J / o )) l Q �� - r -' � �� �r-- ` \\ `� � ^ ° ` I )\INV. OUT=828.04'(15'RCP) \71�` Q �_,NI EL.=826.25'(15"RCP / \ \
)/ 1
�,/ ``•, / _ 1-1 //�/ - � / \ I ) I 1 �� -� � _� a� o `� STOCKPILE AREA, ENCLOSE � �, ` ��^ � ° �12 �� t `` C `\ I `="y (, \
/ / /) J / / // I / / / •k _ (� �-' 1 v i I 1 1 r WITH SILT PENCE r n �_ � _/ < \ / \� L rC \) I, I
/ / / l / \ „ o /// / ( /� / ( W 0D&9 " 1 I) C s/ s �� -1 g2s \ -� " ` \ � ) ( \ I
// j �1 Vi/ / I / // � / �P --1 j 1 I � fl I 1 / \ ) ) �-, 1 \ I I \ \ 1
11-11 / J� �J�! 1 / / s\,_, i ,� ) ( \ ` /�\ `;,\ �" - / '' \ 1✓I. \ \ ( l\ s \
/ \ /v / / / / _ ✓ - % 0 l - --- -t I n i) I, / o E1 I, \ . \ l I ') °
/f J / t / / 11 J/I�,/// L• c"_I � I I \� L, 1 \ ,3l6 K I ) `L ^ /� 1,� ti .~ r- ( ( \ 1 / \ �>
/ 1 /� \ I /// �I��-�--)� r\ 1I ( ��`„�^ 'l� S V� N 0 8-S\ - r /� ? `� I I �� �/ \
( / /� 8"RCP \ /// )I //\/( --5-► /\ \/ 1 Z \ I ��1~ \� /J I, �`�---��` '� ��J , ` \ !,�1� (� \` r \ `i J� \ 1 l z DI ti /.r
° V// \`" / \/ ;� / IJ \\ \ ��-�\- � \� \ > ti ) \ < )I„ w� ( 1 ) 1 OPL POS RV831.2-4- L u 1
/ \ /� 00 r- / \ �`1 i `_. � ` D ,, �, ,( ., ) I 1 11 \ � NV. IN ELL=825.25 (15"RAP) � r .� z
/ ICI
�J �J T=81z�-66 ( •�� / �� /- - - \ �ti J cr' ti/} l o ( \ ti DI INV. OUT .J<L�825.08'(15"R[P) l
/ \mil ° y X// !...BJ� CEDP Id01N \ --� I I \ 4 ( l' \J �� i \ L v 3 ( \ t. ,�� J HOT �S RIM:831 .26 ° C\ (� 1 j 2 c
L\ \ / / \ �p AR I `\ 1 \ L % / /�, 1� INV. IN(NE •�.L 8 �P� / i
</� / D -6 CE i I,82 \/ -1 I I'` 0 P (,- �/ lb, N / / / / ) 00 I D � %�I&VI INI W) Rt -813s 6 , 5" P) / /
C� /p0/ s-- \ _ -,_,,-.- -, -_,_-_ - 2 �� - �` 0,0'
\ / l- `-✓ 7S. 00 /\ (_ ti / / / //^v/ C INV. OUTS EL- 56' 18" P/ r? \
( // 17
/ ,_ I�C RT�GR- R04D � r `'-_ -� cP20t I o �- f t� \ �.� j a \ ,\ 8__ - I \ - � / ( \ ` - ` J ( / _ / � "I -
/ ��\ ^ / ` �.J r'^ �- - / L \ \ s 4 ` I J \ �� �` - 83 ,J I i \ / HIGH JUMP / n
`\ / ^ --1 -/ L g20-��� r } / � o �-� �^ �_ v f - 829� �� �.� � 2-\ J \ I / PAD // j /\
�`' _ _ \
/ /c)6„GD / \ `Cp .) \ -- ��g21 - ----- �J^ !� 1 � L 1(� ��-- I 1 \ / 2vr ^J `� � /. / WP
/ R W M 0 N lTfJ1 N� FL r '^�\ ` / / - 1X_ �_ �x�
/ /" \ v � .% (� Y Q 1 _ \ a H �^ 822 .._. / �If ._ i --• - r � ) ^ r .� � fi /- / X X � - / f x�- �7 \ v 'r O
r` _ <�- SCOREBOARD /
1 r� > WOODED -_ J r� I T- - - ^ J) A
/ � / Z / r l � i--', �7 PIEZOMETERS SHALL REMAIN IN n \ / J J l \`' � f I \ r - - - - i / � ,
/ / % "MAPLE \,/ r 7 j �, ( \ \ / x _� // / \ � _ G /
/ -> > ) PLACE DURING INSTALLATION OF o ) f \~ \ 1 1- f �� r \ e _ _ _ �i {1\\1\\\\ e
�' " APL / / J DEWATERING SYSTEM. PIEZOMETER � I '' l ) I r - I I GG /
- / / / r LOCATIONS ARE APPROXIMATE. J �� r `- �' � x / �' 1 I l
/ yr EJ \, C/� �` i� % �.� ,� z N / - - -- I-
/ � \ >�NEX
.. 2. 1 r i �/ r` �- ��1 ) 9 /// //�� \\ )\1\ 1 ARP /// /
// - .� 12"MAPLE _� / o PROPOSED PIPES MAY BE OFFSET ^ l 1 /
� � e> I\ 4 M '+ / J / AS NECESSARY TO AVOID / 1c - r � � � / ..e c.� J J / // / r •• ° \ 1 I I \ \ \ \ I w/ \ I / / //�
!) ,1 � \'\ �� \ / f PIEZOMETERS I 'i \IIII 20 MIMOSA / I /� � / r _J // / ' \, 1 \ \ � / o J / // \
�� )` I \ ��� r�"I y / 1� r, �10 � \ (� J �25 L f - � >i l ) S ( - - ­1 -- III it It l (/ �� \ \ 1\ \ \ �" . ` W:: ' off N - / \ L \ \
`_ r�,, - 1 S; �� 1a o) � ( / \ /' o / / A� - /o RI 25 � � \ \ \ v � � DI - _ _ _ � �°� LI ) � �\N �
I\J�= Ps IN�A 21 . \ I \ \ _ 1Rtly � --
/ / al � _S ! ` `� M , 1 7- r -' p ✓ r I 11 \ DI \ \ � �� ++ V-; 77 -2 .�Z-I )- = = � - \ \� ` `Fv v \_ ?\ P 1 (^ I 1 J 1 JINN OUT. 20.x 1 \ \ ._ _ ��- - - � � � - ti \ `
/ /v L0 C1q fr ( ✓% / \ � / III/ 0 �✓ �._ J ( \� L G a, ( /� \ I RIM:824.08 \ \/- //�i Id=IPd�S�1 ` _
\ � z r / ( � / \ \/ r I c. / • S w %. <- 7 \ L 4 ) o "k MIM / ` / -826 `� ( 1 0 � l l �\ \ INV IN:820.63 I \ \ \ L -. _ /�/ j/ H�V�I�&2� 1 9. - _ ,., ~ \ �� .,`_�
/ J < J I , `i / --- / `1 �\T i ` ( '7 / \ r. ) l v7 - J I l ` INN OUT:820.58 ` - /�r / / // / , ) `� `-
- OH/u I G I = t ) Q ,/ \ d -' I \ a � � �� � ( , C \JI/_ ,,, //�11 I \\I \\ j �j // � � \\
/ _,a / .Z ^ �' (� / ` t �( Zy IM/. =816.0 / (\ / \ `�) 1 0 /, J �_ �. � /x / ( D \1 \ �/ / / ^ CRP S o
l I ,:�() ti� 11 G\I \! /40 �o \ -� �` �L f 'c /-/ _ / RIM:824.76 \ / j// /� /lam \�O \ �r -L 4
d y DRAINAGE INV:821.26 r \_
� (r. Jr <• 11 j ` 7 / Jr v 1 _ ��r) / O� \ ` ( J \� o / �` x /.1 AREA (TYP.) <7' \\ / j/� 1
.r`' PINCII PIPE Fj� I( % ) � Cl✓ o l L)\, ) � /- �/ lL• <I e \ �l o ) 7\ ` ` �.J 1 STORY \ J/ / / 1
/ / e 820 ^ / 11 �� \ \ ) x� 7� BRICK/BLOCK \
_- {�� J \ J 4.-� �y / �� ) �. ' l \ BLDG RI :827.69 / T
'I�B- 4-0 549�'I b� \) I � jl / J ,& r' [ ` r ` i ` `� ` - f ` �l ` \ Q L V rc Q ( a�� J 1 IN INACtE BLE . - 1 S
EDP \\) I �% [l ` I f `� r c -� } \ ( �( l" ,_ S / / I / �. I ` L)
EZrOSTA6,�FI�R��I / I ` r ) t 7 ` -�)Y� 7� �� ° (�-�` k 82 �, l EXISTING MIDDLE SCHOOL
29� 1 P� ��' / I 1 . L 2 ° Z ^ I ti o ) � 1 > / � `) � WALK
\�k l / II1 l JI / ��� 1 � ��`��rs � - c2oo Z� k ;o ; \ r �� \ CLASSROOM BUILDING S
It
( I \611)
11) i r �r �., �'l f' C ` 1 \ 1 l `� �� INV.=816.6 6 J / J ° l ` DI I :827. __`I �� r
) ) I J \. / � 7 J / 1 T 1. /-/ / / \ - cl � \\ a I �' l�l ) o � ,✓ RIM: 2..E-4% 1'N :819.82
/ I I c ( )/ �- FIFE ELEV= 1
I I ) / JII -- s I \ t ° \ /'/r \ / r _ �� ( a a // J o ) N JNA�C SIBLE_ IT�VV 32(E) l
( I I /Ill a J I (J 1 % j \�J CS -`_,1 �.� - ` (\ ti / v "I � �4 J \`l./ '\/ � � � � (k I I 1 / / l i „ \ I0 �� 19 2 827.25 < f
r
-� \ - - / )
I i ) f l I/ I \ ^ \ ` / �� INV. =816.0 � ` ��^ J - ` I - �� II l ( ^ ' / � � .- � \ \ , �' ) \ .
(/I) /)Ili 1 a \ , �/ \1 I r> -, ) I N-,,-.", (/ a) r­" � x\l Il I Tf� I-/ � � , \ \
II I r o I JI \r-�\ / \ _N / / /) / ` , �WOCApED ' rI 1 ' // //� -� I 9
� 4 I 05 ( /� I„ � j� L � _J �- � \ I f/ ( C \ �� \ x � \ 1 / � / / � \ � � i IO \
I I I)� I. _ (\ . �,�\ 1 C 1^ J �' \i/ INV.-815.5 / ` ry \ �J/ i ^ > �� \r- r;J' / / 1 1 ti
I l ( if N Q 4 ) \ f ` rJ / \ ,, >U t ., � hh G ` � / LIMITS OF f DRAINAGE I I ` -` � / / \� \
I I l I -' 1 c� � t` ° VN ` J I� nl / J r `c, FIFE ELEV=
/ I � .I II-�) J \ k\ �1. \ ' a' DISTURBANCE ) BOUNDARY \ \ \" o I `� I `�� \� ^•1
ti
( ) I .. I / 11 l� -I ;II,, •� ? r ✓ k.- ? ) L a\Y `r`� " )� I ,- � � _ 23 � � \ \\ \ \ )A -J !�7l
~ -- / ` \ \ A;_
s27.os
r� } O q / - 1 r IV > `lJ l 1 - I ~� ) -, - °\ 1 ✓ ti L ti' \ \, `\ - CQNCRETE PAD ,> \ � \\�
1' / 1, I / g l\ INV. 815.0 1 INV.=815.0 \ ` / ,, 6 .. ` � 1 \ --
( 1 \ J / c'J ) "� 11 ��� k�_V/C_ ` `` / / W/TRANSFORMS& A PHALT 1
I I I- I c ( �/ I / l / ' \ r t� _ a \ A KING BOIL
Jl / (/ II I °L o �� Cl-C\ L, \1 ��^rr I ` o C J_1 `) J I k��-`� \ � (_ . \ lz�_ \ \ � �)-
^ \ / \
> / ( ( \1 p - ��, ` N ° L'1 ' c- _ ) r 4 ` d ) - P� y ` I J 0 l� ��� _\ --_- ( D ` \ \ \
I _ �- _
I /JII 1 r _�/ _ \ J J ( -\/ , , \� I J \\ a " / � ram) /�� ti ) �'`-. INV.=814.0 ��k� ` 4// BASKETB�\L GOAL \ \ \\ .
1 �I I ` IV J V \ J - - �/ D L) l `4� h4) 1 �� -\ aC J \ I ��� v �l
Il / 7 C� o �/�/ �� ) �� � ( \� \ �' -\ / INV.=616.0 1 L \ I \ \ C1
I �II I \\ � 1NV.=813.0 4, �,�/ / Q r ,G _ r `
1 J % h � � 1 h ^ _ T. ( \ J INV. =813.0 ` ti \ \\ N I \ \�
I/ i Ja ) l ��� ` � `'y 1 1 \mac' ro ` Jul ~��\a' \ \�
( Ill / I � A o I ` // - V\ / ? n c� 0 IM/. =815.0 \ ) \ ` ) I\ �� I � \
( l(( \ � a � �b � r` INV.=615.0 \ Q G �, ` r L 1� LA ` �� \
f
Ill ^ r� Q \ / l i^ \ ` 2 `� ` \\X. ON , I \\
lI (( (y ,--"�I o � r ` N o _J 1 �` INV.=814.0 f ✓ r �� � �� o \J 1 I47 ` �\ \Y
/ J I 1 O �., f J `��'a ° �js \ r% r, \ /J o / ��8 ` r 1\` \ ` ` �� ` B KETBALL\GOAL \ \ \ \\\ s
I / \ i /` 1 n U � \ !mac % /v � \ \\ I `/� JJ \ \ \ /J` r` 6 � \ C �
1 °`s �� \
II ��� ' - , I> \ � ,� /� c�,• �� �� l� �� �11.( S� , J�1816 -`/ \� `10 ) �,, \ ( 1 I \ \ \ \
( I I � r-✓ / ( l a /� ( ,--� o <, r� r -� ♦ T v �, � I I \ \ S \ \ \ \\
1 \ .�, (1 \\. I \ \% 4 �, _ � / / �. ♦ ■ J l ` v) INV.=815.4 ` I �• \ \ I \ � \
I � - (fit p ° / p ] ^ J J ` / �� / L r�G r\ `/ _ l 1 / 1 1.1, p P
- N89'a8I 11 �4Q.4 1 _ - 3/4" FLIP FD- i �_'� � � `^ ` S 7\ / / / /_ `s � �' \ \-, "l � ♦ l ``e�" � CB 1 �\\\ \
�id-r E-FB- ``_= - --�\� - A -•s �1--�/\�% � -,� -� \ ,_ \� �'--\ � J^",814 c-, � L\ 1 -mot - `ti�-'\ 0 1 �` ` \ v1d \RIM:821.35 I \
- = - - _ ,1 \ '�2 I \ \ � f^ )� f ( > / r' /I. ) \ \ ) J �iItr1t `BASK A LlN:816.51 1 \\�\ \
-- r_- /--__�--�� \\ ���'_`-\ L � l r I I / r/� . � IX813- ( � I I ^ > � ` r, elUT:816.36 1 \p \
\ \ 1 \ I r' > � I - -4 � �l\ \ / /J r ,,,7 C -`F - J I tee- \ 1 1 \ \\\
�J I I a TEMPORARY SILT FENCE' 2 ( / \ I 7 260 jo-IIIIII' ,0o � r (\ \ \ \� EXISTING
) I I \ ` ( �> p , I (TYP) C200 I JI 1 r / / / �11 \ I l o _ r � Ix � K\ \ \ \ \r �) J I -\ ' I / r /\,\ \ ` �,\ J I c -� \ ,� \ \ \ NORTHRIDGE MIDDLE
v I \\\\\
) 1 l` ( �N TEMPORARY STONE OPENING 3 � � ham' J -- 1� l�. ." -� 7 � �L r if,
1'p J i 6' I \ \ \ \ \ \\ \
I/�_ ° „ IN SILT FENCE (TYP) C200 \ `r / ) \ . `L'\ 1 INV.=813.0 \ ° _ !�( I \ \ S
))IIv//�'?r) JC, -['�: -1) , / � ) J�((ti1L - � \ \ � INV.=816.0 ! ` 1 �/ I 1 � ��I \ \ \ \ �� 1 \
/ INV.=808.0 / ` ) III <1 / 1
() I s J `� 11� ( �� f\-\ 6 / / �J / \ I_ IN
r) 1)7 - \ ti, I \ �_� -� /� `y,'/ J I / \\ I /�y� > 1l
r L I lx� - \ \
/II f (� -J �� 1 1�� \I Sao _ J/ _" / � �1 l \ \ / ` 1 /„ LPx �� � � � /� \
% � t r; \ / / y PIEZOMETER t 1 1 i
1 1 / I • � ` \ ( V / / 870 1) /% / APPROX.i \ ) III �' o \ \ r
�� , / I U� \ r n11
•, / �• L, / ,. ♦ o� LOCATION, TYP. �I' � r ✓ /�j , ) INV.-815.0 /O i o" \ \ \ \ I� \
^ - _ - - - _ J / ' f TEMPORARY GRAVEL I v Iv �� � � ( / I \ 1 ` %e' � , /- ) t V/111
-_ -_ \ �i ) I Cf L
It-
- - : _. - - - r Nj J
o CONSTRUCTION ENTRANCE C200 f / / \) \ \ 340 �' i 20' \ /, / \` \\� ��, � I v
rl �j #4 RBF �5' V ST 1 / �Q 1`/ \1\M �'� / o 1-1 \ �� I ? / / ✓ // \ \ \ cf - C v ^
Cv i
N89c4Si35"W 209.65' TIE `� C ( , f 1 / r ( /// (O � t ^ 17 \ \ \ � I \ \ � � s _ 1- / l)
I-----�`-_,("`,-, 1 O /' - _/ \� 0 1 �,\ / / _, \ten \ I `� / �/\L4' 8 �� / /`� -1 \ l
\ _ f -1 ---. y.1 Cam, J1 30 0 �./ ` f t ♦ 1 r�� 1 0, %ti / �_.. -\\� ��� I ��\ �- _-
= ,� e - - J - I . \- -� 1 ) ., )I) - .) INV. 605.0 \ i. \ 1 v \ � 8 8 /_ \\\ \, ASPHALT\ 81, ,
_ _ _ Il
4° C200 n /
PARKING OT I \ \
-� )\ ) 1 I. � " q \ /� �; J/ / / I \ v -06 r\\ . I /
rl �' v -, / / INV.=803.0 %P / \ I / 2 TEMPORARY SILT PENCE ,,//jam �\ \\� \ \\�+ �1 ; V// \ �I �F /POLE
�^� ) r - \� I J I f `� r- r / j / ° � / , ) I ( C200 (TYP) / /// / \ \ IY 4 `� \ \ /
I--1 I ) J \mil �f 1 / 1 / �� Jr -� \� rrP� !r//�// /% \ \\ \ /--
/r'-11111 l� � 80,9 � �. r� / / J / D_`vJ ( 11 1 x�x l Il l /� / /� \
r 118 ( / ��, �( ) I I colvcl ,� I I \ t / A 11 / \\�\\\\ \\ IN \�� \\ \ \\�l \ \ \ �
)III 11111) � _ / I ° �� 0 / r o �� / �\ f \I I r" \ / / \\ I / // H/� 1 1, \ \\\\\\\\ \
] C200 / I
/ `b 1 ! c� \l I I11 I / Sob , J \� (( i r J r o I I \ 1 \ // !/ $ , ll� ` / IH ,�/ / / �1 0. 3 4 r \ \�\ \\�\\\\� � \ \ \ \ (( III 4
IlL )111 \ I �� �o�; � J / �/ J \) �� \ - / \ 8\ l I /l I�dv :799.7/2 I a \ \ \ \\ \ \ = `\ 8;,
I % / ( ( 4 \ . / � " �' I II / / l 1 ,- \\ \\\ \\\ \ \ \\� \ \ -
\ \ / !� - x / % \� \\�\\\\\ \ /
// I \ I � L (� \ �' 8 3 J ` Z %/ J ) v 111 kl / //°� I\ _ \ \\l \ \ \ / CO
7 ) / j - / / -� / // y III / / %� r \,. 1 \ \ \ \ � \ \ D•U � \ \ --/
1 _ JI� ��)�
�ti 1 � a Z ROCK FILTER BERM BASIN : V / r g� � S 1 1 (1 I^� ` / - //;'i / / ,II! ` G / / /1 / " _ 1 J ) \ \\\ \ \ \ ` L / \
J `- ° , II 1 s ° V\• - l� DRAINAGE AREA= 3.84AC L 1� J I / 'l 1 �� L ) ) I I /j / \ '�V7 \ / III �l /1// /1 / /''/ i �' I ` \\\1\\\ �\ \��\\ �t \ 1I ) f( L / ( , \ � / 1 ) \ / / II / a I
� )I I / ) ) J" , J DISTURBED AREA= 1.4 AC / 1 I / l \ \ \ I -ti - f , 1%/ i // / g �`\\ II III �/ - //�� - /ter �, -�) J e I / 1 1 (\ 1 I I +\' \1 \ \ /// 0�1 ///
PID 10509130 \I\I ) I er4 - -r�� I .L w I I I - / I V % '/ i / I I \(( ((( 1 r o Il II' /% 1 \ I J I / ��31
UWADIOGBU EJIND j) (, � 5 1�L[_> I� I I ( \ OUTLET 1 �\ I �; _�� / -, I I Ir .�7,99.73` �s \ \\ (/ I1, 1 %/ \ / /
MB 62 PG JIN �It I (J' , 0 \ I I (( J "r, r�\ \ ELEV.=601.5 ) I I _ ,- /- ,\! //, 1 „ IIII 1\1I\\ / \ r \ ^1_,/' -.� ,"nl. / / /1/ 11 ( \ I ,'/� / //1( GE �_ \ B
xj \ FES 1� RCP ) / /// ) // G -
IJ
DB 29347 PG 66 I ' i I (TI I / (� k ,o EXCAVATE UPSTREAM OF THE ( I I 1I \1 � I x I ) .� III ) \ ,� / / / 1 / /// _ _
I .[ ` / I i ROCK INLET PROTECTION TO A J 0 / 1 ( 1 I / I I / II I !\\ \ /-801 .60 // J/// / 1'0 4 / / , ��
I J MIN. DEPTH OF 18" BELOW GRADE / 1 // ) ( ( C200 CONSTRUCTION ENTRANCE S ,1 I I III , \ \ _ ,, / // �/ I I �/ // /
J I c � I I I ) ( 1 1 1 (.� \ r I / // _ /Wuu // x \ \ �\ � � ^> � / // // 1 / /// / `t \ �- �
`��
1 >� l , I \ o =� -. //i/� '//ter (( V l \�/ i////� / \ I // / /% �R r- 4 �� J I 8��^f � I = \ \ (TO ELEV= f793.5). I 1 I \ r' \ I / /
y -I-� J ^ 4 TOP OP STONE BERM = 797.0 `I / \ \ ( � ` - / r 1 ` - - „ \ l // / �// \ �Y �
' // / / I RIM. 50\8Z� / / 5 ,� 10'
1 SEDIMENT STORAGE VOLUME 11 - / / IINv�7 a. \ \ I I III k INv UZ_&7_ / 1 I 1 1 l
( 1 0 \ REQUIRED=5175 CU.PT � / I 1 C t\ -t Co c \ I \ - - - J// r / �/ I- �� J I �I I � ( 1�" JI. /1/ \ 11 I� III , r�
/ \ J I ) / / / ( _ - // ��� /// //Q/,
1oJ' LEI �\ _k �� X// /�I 10 / J �,
�/ I _ 1, ) I , \ �� , �- ��, �� /� -11(1r I III 10" 1 III II \ \ ,
11 � n J l I 1 r .�o \ \ _r ///// ///�/- , / „--\/i f�1g" _`\.- $„ „l „1 \ N II �ilr , \ j \
L .� � C ? e o a, ' TEMPORARY STONE OPENING 4 1 1I/ J) T J \ 1 ) - / / / -ram r/ / >/i � /J l IM:80.79 lbe I IM- ( /
1J 0 , IN SILT FENCE TYP C200 ( : � \ L \` _ - - / / / / /�� i / (/ / I „ III // 10 10" ! I \III III
\ v 1 (- ) I 1 � � \ \ 1 ` _ � / _' / / /i/(, 1 I NV 1 803.69N( D I ' 8 0 HERRI L ✓ ( }
-� / tb / o / r � / / / ,/%//' n .. 1 I K III C� „ OUT:8o3.54 12 8" NI I ( J
c/ I \� I I / J� �/ 1/ //� f I \ \ �`J ���\-q' / - \_ _ J i, �'? f o .1 I II 6 ,, 14' y /ni ,
/ \ I 1(� - \ J 1 �( D GE 2NT \ \\ I o I j / % � % J., x el ) I I $„ 12" $ \ I I �3 1 r,A' ` I. 1_`, ( ^
I r L, I rr -� -\/ / / 1 >, , � = \� z ) / )RAILROAD PJ.E "i/ / / ,, i I 8^ I kf -
1` cry r S / / 5 „> „ a, J R 6 0 }-1 0
I c 1 � > - - �/ H FanV� I // / / / / I TW 10" I ,, I - -! J o n = �� \ / / // / �� \ 97 ` �, - - \ \ J NV. 1 �/ e_� 79'3i40 „ 1 J 8„ 3 8„ ,- y � ] � a11 A" l
YARD INLET I / I v o I / / / /� \R \ a 1 % it ? x u III
TOP OF GRATE EL.=801 . 8 1 1 / I ~ f \ / � / /� Ll 794 \ /// / 6 _ \
y_ / / _ � I1TA�E E�I �, � \\\ (\ o /PTj � 7 " I �� V I'� GATE -x I AK 8„ „� • 7�'(C E 1 �1 I RY GATE x � \ \ \ \�
DAR
IN N=795.08'(18"RCP) /- t-cci\- -� // / / 1 PI OY 8.2/ $0 I \ \ i i 1 K \ \ f GU „OAK „GU GI h I x
/ L_ - - \ ^ „Q ALB L -�
I . (S) E .=795.03 (18"RCP) I \ I / �(1 � --- J / ( r ,� 1y i / /L 7 )I I = N
I / SEWER EASEMENT / � / `^ / \ _ - - - -4•5"eAK 4 1 \ 8" nHc� I I H \ - _ -
DBS�91 PG 3_E E _� / .�/ \ , - o - _ 4 \\-y „ J / / \ `. .. =a"p+N - 'r - - RIM�817.81
-. _ S f AK c> - - 48'47"E 2,8�4�III5-�5- _SS�e` , �S /IIII/� - 1e'o I� - \ 24„ �1 IN�I
SS ✓ SS ` x� SIGH J4 �=WN- 82. _ 8 T f > ��-� - - - -_~ �T = J\ RCP (J IN N)=81 3.61
_ _ mot-- 4548"W 320.1 () - ---- _ ----� L - '
- - _ r 4�ftE � - - - =_ � --_ _- - - - - = = _ = - - - _ � - �� -0 ^ f SS 7S 24 RCP- � c� SS A S oin �I3S S>9 �S G G S�\ G SS� V. ) I.
- - L SS ` Cgs SSt-SS S V) may - 0 / 0 vv)-� 0 4v0� '1�C G-;I � / , 5[TMH /OUT=813.41 1/
- - _ - _ - - - - - -�� `-`� - �� SS SS SS . SS / r G G o � RIM=81 62
i_ - - - - CB v r . � . \,� -, a � 11 / CATCH) BASIN n J /`� ` J RD. Cj " INk./(S) EL. (�5.30'(18 R.Cfi) / c f - i INV. - -�-
TOP�J�Gf�A L.-802.46' r7 \ \, .� I / / =i 1 J TOP rOF GRATE EL./8U3.44' ) J \ ) fL - RAP) _ l �
TOP OF GRATE E �=86'1. - /- r - I ( - - - - J - �„ - - - - IN(N)-8`1 42 .
_ / ,_ -^� - INV. E EL.-798.1 2 24"RCP �- 792.59 !
INV./(N) EL.=794.76'(18"RCP) I -- 1 \ X) ( ) .I _ _ - -1, - \ ) \ V. )
INN. (W) EL.=794.71'(3�'RP) ) _-, - - - a ( - J \ SDMH ` INN. W) �- o \ ` { RIBM^ 10.30 � _\ �� \ ) I E)=813\22
INV (W) EL.=794.71'(30"RCP) Y -INV. (E) EL.=794.61'(30" 1- I- q� ` ~ �cs�� \ JI RIM EL.-� 2\69' EL.-79 78'(30"RCP) �_1), i-1 ��� - W W OUT 12.32 - AV. (E) EL.=794.61'(30"RCP) -IRI, C/L /l HET, PLAZA - % �, _ - -
/ \ e �r )(� /���! `r1 INV. (E) EL' 97.22' 30""RCP 1��-- ---- -- -_ - -�- -qw = - � y /
/ SJ �VA�tIABLE WIDTH PUBLIC R/W �,4 y / Q \�_ W = _'�_ - _ - _ : - -�: - - - _
-W W-1�lD�L� y =9 7J7009 (34Re'_) �:_ 11 � a t� - -0
0 `- t�.1 r ��_ W -- v �=-1 - W es==- -��/ / r _ - _ _ - -
------------W---.--��----- _ - _ r _/ -� RIMH8"18. 3fJv �SpMH - - -f STM�-> „ f f 1-1
J
��, BACK OF CURB �.r / DOUBLE CATCH BASIN _ / - - -- - ` -� ��1 R c�'MH �' RI f / - � / 1N�/ IN 813.56
t'l - - - l^ /j,,� ( - RIM EL.=8?5�1 3�' - _ - `- � [ r,P � � � _d,= 0 85_ - - - � l
_ _0 -^-- _
- ._-- - _ - / r P OF CSAT €�.--8A9.T4'- INS -�E) �=720_7ZJ' 6=RG�)` - -" - - - - - � � \ OH/U � OH/U ) OH RIM € , INV. / / / ✓ INV. T=81 3.55 r
_ _ - - - - _ /8 o S H/u off a off/u OH/ 9� -
"� - - - - Ily/.'(W) EL�7�L1.SJ-1-1 (�CF2E'r - _ - - - \ 1� INI 806.84 �� / ! J (
RIGHT OF WAY #4 RBF - ` - - . - - - - - - -' - r r - /'1�UL' �T�IE`} t.=7J 9 L1 14"REP � `� -� I- )� \ l / / � � f r / ` INV. (E) FVL.=802. ji6'(2A RCP) ( )_ L ( / J � � / / C /
- L _ \ ti (INN. (t) Fes. /79'b.��'�3 L=`-` = - ` --iNV-(OLFL=___7 - 3'(\8`R�P) L ) s - ( INN. (W) EL.=802528' 24"RCS YN / Y / /
/ r / - \ \• ) ) / / / -"CAT���- - �_ - � � - ? ) I / � / / ! 'IN(E)=806.$9• / / � - ( () (
/ r i / ` ) 1 / / RIM-EI -50 � - - � - __ \ - \ \ l ) J J ( l J J / / / J INV. 0 --- 06.62 � �', / / �) . J -, /' f / , f
/ / / ) \ I / IN//. (N)�EL.=�y NA E/ T9 M�AS RE,�24�R FJ) %i 1\�-� \ \ \ ` 1 1 P 1 / / J / / - / 1 a r \ / �� �_ / s J / �I
\ I / J l / t / Ilyfv. �N) EL. 7 .d4'(A'8 RU /// / �111 L ; \ \ \ \ i`I �) ( ( ) ( �� < �� �s r f J J) ( r� _/ •' 1 L, � y So H / S I / rr
\ / - - 1 , / f I.1, / J ,/ � /, I; � �- / , / / � , I . � � \ � ) \ \ � I I I f � . / � 1 � ( 7 � 5 / � I / �) 1 I
NF
FCC \y/c,o�oR
Y GROG Rp
Rp
�? SITE
ST JOHNS CHURCH RD
THE PLAZA EXT.
0
QS'P�P of
w
a
VICINITY MAP NO SCALE
K1nTCIII .
SEE SHEET C 101 FOR EROSION CONTROL NOTES
AND CONSTRUCTION SEQUENCE
SEE SHEET C200 FOR TEMPORARY & PERMANENT
SEEDING SPECIFICATIONS
k1^lr1 `.
1.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
2.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR
TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR 15 FULLY
RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE
AS A RESULT OF THIS CONTRACT.
3.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
4.
ADDITIONAL MEASURES TO CONTROL ER05ION AND SEDIMENT MAY BE REQUIRED
Q1
BY A REPRESENTATIVE OF NCDEQ.
5.
ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
GRADING PLAN, 15 SUBJECT TO A FINE.
6.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS SUBJECT TO A FINE.
7.
PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE
SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR
TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
6.
DRAINAGE SYSTEM SHOULD BE IN PLACE A MINIMUM OF 30 DAYS PRIOR TO THE
START OF EARTHWORK. EARLIER INSTALLATION PRIOR TO THE PEAK OF THE WET
SEASON IN FEBRUARY AND MARCH MAY MAKE THE INSTALLATION PROCESS EASIER.
9.
DRAINAGE LINES SHOULD BE CONSTRUCTED TO A MINIMUM OF 0.5% SLOPE TO
DRAIN BY GRAVITY.
10.
SYSTEM IS DESIGNED FOR WATER TO FLOW THROUGH THE STONE WITH THE PIPE
SERVING TO HELP FACILITATE HIGHER PERIODIC FLOWS. THE PIPES OF THE
DIFFERENT LINES DO NOT NEED TO BE CONNECTED 50 LONG AS THE STONE IS
CONTINUOUS.
11.
SOIL BACKFILL TO BE PLACED IN ACCORDANCE WITH RECOMMENDATIONS PROVIDED
IN S4ME'6 GEOTECHNICAL ENGINEERING REPORT, PROJECT NO. 210135, DATED MAY
19, 2021.
LEGEND
EXISTING
SIGN
EIP
EXISTING
IRON PIN
T�
EXISTING
LIGHT POLE
CO-1
EXISTING
UTILITY POLE
R/W
RIGHT-OF-WAY
EXISTING
TREE TO REMAIN
Zlrl
EXISTING
FIRE HYDRANT
®W
EXISTING
WATER VALVE
®WM
EXISTING
WATER METER
(
EXISTING
SEWER MANHOLE
(D)
EXISTING
STORM MANHOLE
❑
EXISTING
DRAINAGE STRUCTURE
- - - - - -
EXISTING
CURB AND GUTTER
EXISTING
STORM DRAINAGE PIPE
---
PROPERTY LINE
-x-x-x-
EXISTING
FENCE
UGE
EXISTING
UNDERGROUND ELECTRIC LINE
OH/U
EXISTING
OVERHEAD UTILITY LINE
T
EXISTING
UNDERGROUND TELEPHONE LINE
SS
EXISTING
SANITARY SEWER LINE
W
EXISTING
WATER LINE
G
EXISTING
GAS LINE
- - XXX -
EXISTING
CONTOUR LINE
TEMPORARY FILTER BERM BASIN
-+-+-+- TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
PIEZOMETER LOCATION
**I►#* TEMPORARY WATTLE
Know what's below.
Call before you dig.
adw3rchitects
environments 1 life
architecture planning interiors
2815 COLISEUM CENTRE DRIVE
SUITE 500
CHARLOTTE, NORTH CAROLINA 28217
P 704 379 1 91 9
F 704 379 1920
www.adwarchitects.com
CITIS
Charlotte -Mecklenburg Schools
� benesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, INC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project#17000424.00
GRIER/
HIDDEN VALLEY/
NEWELL RELIEF
ELEMENTARY
SCHOOL
7515 The Plaza
Charlotte, NC 28215
EARLY STEEL, ROOF AND
SITE DEWATERING PACKAGE
SUBDRAINAGE &
EROSION CONTROL PLAN
DATE:
PROJECT NO:
REVISIONS
NO: DATE:
A 10/25/21
B 10/27/21
10.18.2021
19035
DESCRIPTION:
ADDENDUM
ADDENDUM
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.
*t+ti►a
��N CARo
�_ � Zf : -7 r
SEAL
.10 _ji x; -
r .. Gl
, - [\
q
SHEET NUMBER
C100