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REMOVE \ I \ I \ I I ( 1 \� �o �12' „CEp 625 = _ _ — - _ _ _ _ - - — =__ = J/EE\ $"fRE I \ / / / / / // / / / WHEN NEEDED. \ \ \ \ :E �,�.�' ; P "T -- 6 _ _- _ "� - _ 5S 10'N \ TEE 2 T1EE// // \\ 1 \ I \ I \ 15 E F, PIS 12 N , a_ _2_0 — I S tA E"PI E �� x2--Y)" g \ RE� I \ A'jPROX. R/W— �- - 615 — — = — = SS�I SS / / / \ I \ REE EO -p T E O I / / / / / / / \ \ \ \ �2'CEL1PIN „P\ `„CED „PIN �:6 \ 8"T I 12" �E / / \ I \ -I- �� E \ IN � x2I ; �2 I \ � I / / / / / / / / / ---l \ I \ \\ I �• 1a' "TREE_--_' —. h \ I -IIN COMM01 AREA "(REE I �� I I I I \ \ I / / / / / / \ \ \ \ I \ \ \ \ EO 8RM x� 1 „\NN E M.B. 34, 'G. s4s *S / 2" / \, - S"T%No �� „ E \ \ ` I / " \NI I / / / / / / I /\. I \ \ I 1E \ IN EE p p'TRE „ OXFORD/CF ABRIDGE A 1/ I / / 6 FE HOME OWNERS AS, OCIATION, INC. "TRE$ I \` I I / / / r // / / / / / I \I\ I \ 0"CE "CEO IN, D.B. 12163, 'G. 679 1 / 1 / EE EE / / 1 T \ \ I I I / / / / \ :4, \ \ I S PIN: 229-0 '4-74 SSIBLE / �E / T� / I � \ \ / / ' / / I \ \ \ \"C\ p0 TR X Q \ I I Q N \ I \ \ "p1N \ N 1�E "cB� \ 1 I \ \ \ I I / / \ \ I \ 1\� 6' „PIN R ----$, 15"TREE I I Eon I l I I I \ I I I I / / / / co / \ \ \ \ 1 15„PI� s� P\N EA \ CKCENBORGi'P\N x Q „TREE „TREE $„TREEgEE ) / 0/ I / I I I ( i \ \ „�E�k. N \ NEE E ucAT1oN p\N 4 VEE \ E 8 ' r \ < I 1 \ 1 1 \ I I \ \ I I $ 8' \ P\ PIN T ° 05g x2 1 \ I I / \ I / / \ I \ \ a CEO 2 goARO pG. 1 I E E 8 TEMPORARY DNERBION 1� 33302. 1•EIP I W I \ 1 I I \ „P\N PIN: Q8 TR 2'V? '1R I1D I \ I \ w \ \ 15' „P 229 E �SEoI / 1 „T / E w �2 TREE I TREEI I „Ti I I C500 SWALE (TYP.) \ 1 I \ \ `�' \ \\ 1 HAUL ROUTE \\ \ \ ¢ \N \ I IN "pIN \ `C 8 aB. 021- I' log "(REE W 2 E E E "IRE I \ \ \ I \ \ ti \ IN oR x jCRE 1 ' I \ 21 -1 \ 1 N \� 1 so. x \ \ \ \ \ / / \ \ \ \ \ O \ �1 i "C 1N 1� Q \,PIN 3A3,92p�3 Q \I \ I II w \ \ \ \ \ \ \ Q P\N\ 12 IN \ 7 ACREREE „ �� , LO 393 ` w TEE I EE g"TRE \ \ r 1 \ 1 a \ - / \ \ \ I \ E \ \ / / \ \ \ 1 PIN 10 1N `CR \ / (� $' I I I I REE I I \ \ I I \ \ \ \ \ \ 15 M.DARR L L. & 3 (�`� / 1 /^� 2 1 DENUDED I I N I I � CHECK DAM I I 1 \ \ \ \ \ \ / / \ �\. \ \� „TR 1 N 1 „ o PIN DEBRA BOYETTE `l7 �c9J� 12 1 E I N N I C500 TYP. I I I \ I I \ \ \ \ - D.B. 130 , PG. 758 + EE , "r 13 LIMITS \\ ` / N I (TYP-) 1 \ I I I \ \ \ PIN: 2-024-75 B.�REE \ \ / \ \ \ \ \ \ 12 h h \ rTREE 1 / 04 / l I / 1 r 1 \ I \ \ \ \ \ \ 640 / 'TR E EE . / N I 1 \ .6 \ \\ \�_ // \ \ \ I w l 8'T E / PIN / co / I I I 1 \ l \ �� \ \ ASSUMED I \ �E E C e B ^ \ E R E a 8' / - \ \ \ OIT \ �� \ : EE „CR "TREE 8 r 12 ? l �'T 12 ?R�E 0 'TREE I I l / I I - - - - \ \ \ \ \ \ \ FROM 1 PROPERTY EAST OFFBEAU RRLEYORD EE E O 12 ReE1 1 $ T 0.36 AC TO SILT \ \ \ \ \ SKIMMER SEDIMENT BASIN #1: l 124 p1 REE REEI \ \ \ \ \ \ / \ \ O WILL BE PERMANENTLY DIVERTED AWAY FROM \ \ I 2 TREE N j 15'� I / FENCE OUTLETS ) \ \ \ DRAINAGE AREA= 10.92 AC w \ \ a' EE 1 „ EE I I 1 \ \ \ \ 6 \ PROJECT SITE AS PART OF A PROPOSED T "THEE DISTURBED AREA= 10.92 AC \ \ MULTI -FAMILY REDEVELOPMENT PROJECT BY \ I E "'EE CEO REE 1 COLEJENEBT 4 STONE, WHICH WILL HAVE ITS I I I 1 \ 12 TR J \ OWN STORM CONVEYANCE AND DETENTION I 4 5'"CREEIR I 10„X2 2, E \ E LOT 3943 \ \ / \ \ \ \ \ \ \ -� \ \ SY5TEM(6). AS A RESULT, TH16 AREA 1S NOT I \ I \ 12 x2 \ M.B. 35, PG. 373 I I \ \ \ \ \ \ \ \ INCLUDED IN THESE CALCULATIONS. \ °'�R 1ac / EE JESSY \ I e o I I I .0 i / I l I \ \ \ 6�� — — — _ \ \ \ \ I I , E x2 EW I \ \ TREE 10 % r I O E I I I \ \ \ \ \ \ \ \ \ \ 6' \ \ \ \ I I `\ \ "CRE �W \ EE PG. 213 1, E I �" / I \ c�s \ \ \ \ \ \ I \ 115"TRE �r _ �� 5 TREEE \ 10"TR 024176 I REE E C9 I �" \ / \ \ \ � \ \ 1 8" cu ,,FEE E I 1N I \ \ \ 1�, RE I I 112 I I / \ \ \ \ \ \ \ \ \ \ , j� \ 1o,. "TRE TREE I� P\N IN 1 \ \ 601L DESIGNATION �re�� \ \ \ \ \ \ 10' 'TEMPORARY STONE OPENING 4 \ \ \ 62s \ \ (TYP.) \ \ \ \ \ \ \ \ 1 \ \ I I - EE 4'TREE I "TRE IN SILT FENCE (TYP) C500 I E 1 \ \ \ \ \ \ \ \ 1 \ \ I \ I I � I i \ 1 \R II Ry „TRE C IS'PTRy-t Ix 1 \ \ \ \ 28\ \ \ \ \ - - - \ \ \ 1 1 \ I I I CD LLJ Ig"?I E� i„oA I 1 I. I \ \ \ \ `s26 \ \ \ \ \ \ \ \ \ \ \ \ 1 I / / / \ \ I I l I "TREE / \ 62� \ I I / / I \ ) I I "CREE o / E 1 E I TR TI E I 8I REq04 "p1N1 I \ \ STOCK PILE \ \ IN, 3 EEC I ^�0 \ AREA \ \\ \ \ I \ I I I / / / \ \ 1 I 1 III 5„TREE TREE o \ I I I l I \ \ \ , � I \ I \ I I 1 i \ / \ \ \ \ I � 1 I I � p'"(REE \ \ �� \ \ \ I REE / LU \ •. E 1 \ \\ W 1 \ I \ \ \ \ � \ I �I 1 I I I +K�� c`CR E 15'p �E // /�' I � 1 RE I � I I �I12 T�E E • R •"CR \ , a \ I l TEMPORARY OILY w \ \ \ \ \ \ \ \ \ O I I I E / C500 FENCE (TYP.) \ \ \ \ \ \ \ \ \ \ \ I I 1 �-A � F0 1 p" T "T EE \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ 1 \ I I / \ I I REE \ 2 EE R ,d I I IN:6o 23 ' TR \ \ \ \ \ \ I — � / / / / out: 2. E ?EE \ \ 1 61 \ � � 1 I I � �\ 11 EE - \ 625 624 C 0+ 1 TEMPORARY SLOPE \ \ \\ \ 6 \ \ \ �\ \ \\ \ I I \ \ \ I I \ �Dc� DRAIN (TYP.)I 1 TREE} " REE 1 EE I „T EE o J I \ \\ \\ \ \ \ \ \ \\ I I I \ \ Irbloll +/+ / 12' E I I 1 TR� 1 625 1'(TYP.) 1 W 8' RE I 2 #REE 623 10 POROUS BAFFLES TYP. �� \ \ \ \ \ I I \ \ \ \ I �r 'TREE T E I E I I 1 I O 621 C501 EACH CHAMBER ±5057 BF TR I \ I / IE 620 619 25% OF SURFACE AREA \ \ \ \ \I \ A, / / J \ E �/ , M 0 1I . ' I cc 15 TREE m \ I EE \ \ \ \ \ \ \ / � E � I � T "TREE \ 617_ 9 SEDIMENT BASIN #1 � 10„TREE do W \ I \ - \ \ ` \ \ \ \ \ ` \ \ \ \ ` \ / 613615 C500 BOTTOM ELEV. - 613.00 \ \ \ \ \ \ \ \ \ \ \ \ \ I \ - -I - \ 2 TEMPORARY GRAVEL w 1 I I I �I r5„ R , \ ' \ I >G TOP OF DAM=625.00 \ \ I 1 \ \ \ \\ \ \ \ \ - - _ ^ \ \ C500 CONSTRUCTION ENTRANCE 8 PI ^ U • 1p"TREE Q11' EE I I 1+�I MAINTAIN A MIN 5' - \ I Q10 STORAGE ELEV.=619.81 FROM TOE OF ELOPE E ° \ x \ I I \ \ I \ \ X p J ' I 1 AND 51LT FENCE RE \ 1 � 1 \ \ 1 \ \ �d -- I _ III a _ I I E \ EE REE N co \ \ I 1 \ \ — 640 I ,,, w I1 E E I\ 5 EO EE\ 1 1 - \ \ `� \ \ \ . ��s I C•1I pE 1 I I \0 RIEE \ CO CO N \ I 4 24!' CPPN (0 C501 TEMPORARY SLOPE \ �� \ \ \ 1 I 1 \ \ \ O\ \ \ \ S OM30N� N DRAIN (TYP.) 94 --_ \ I I M ORO/CAMBRISG � � E OWNERNC. I I r N\ I I O ASSOCIATIO PG. 679 w REE 1 „ , p .TREE \ co \ \X I \ \ \ \ \ $$�— O B• 12163_024_g1 "�0 PIN: 229 2"T I \ \ RyE I I 3 EE I 613 _g15 \ I \ 1 1 \ \ x �CEp cg L of I 615 _ 616 - 618 ` 1 � I �►� 9 ' °° W W,� C) \ \ I I w ; 0"TR� E \ SEp \ SF— I I \ \ \ S "E\P "TREE PERMANENT OUTLET STRUCTUREZE ° 623 II 6 \\ \� � ss�I 0.39 AC TO SILT \ „TREE "TRE AND OUTLET PIPE. SEE STORM \ 2= 626 _62� / S�F� o o �'i . cn 12 625 0 o W W � � � 1 r\ �IIII x L(L) SCHEDULE AND BMP PLANS y FENCE OUTLETS \ \ o W W,c, I / I I I w 15"T1 1 ' E FOR ADDITIONAL INFORMATION \\ 625 62� S — $ —$$F \ ^�, ,� :� - I I(01" w I I I "FREE ;� \ d'S,� 22 / ? D xx�x X El x I I = a N \\ _ 1, \ I � u- / I 24"1 I \ EE ry � "T EE I I \ \ EE = _ —7 1 \ $$F \ IN / IR N r a rn roi a w of 111 \ e B I Q I 5„�Ep RE I 2 EE \ Fc(� /E\ 15' \ / n I ' Z c� M a N o M U N l�l \ \ O I I 0) <� � a N o 0 a o n. I 11 \ X O I I F „ARE 5 SKIMMER ATTACHED TO 2. x I I ig :, �> a o M a o M a, rm w z \ I / "TRE I , "TREE \ „TREE l PERMANENT OUTLET STRUCTURE ——�X EIR Z o o c� o a o o M z N O M O N Q o a I I \ \ I I \ W ,, `I, , I I �� ~ \ rC 5"CRE / / / - ' —„Tg� ,1 /,t+' y(�X O� w O C IM- NU N J CO N Z pj a N Z O I I I / v Wm — Li E 5 TRE / �I� EE �C� .ErREE E \ 10„ EE 1 ��„� 1/2 EIR \ I o�� N�oUao oMNN �rmQa I 40III \\ I 1 E Q �� g'"CR �. MAINTAIN A MIN 5'', „TR REE \ REE EIR I I °�r�M acnw�0, �wcoa III EE I I I T TREE FROM TOE OF SLOPE" 1 �2 2 - R oM o� No 0 oMgQoN o 1 I / Q 0' TR✓E V " 1/ N0, Ma> Q 15 „(REE AND SILT FENCES El R I I wN MJ(jM F N�YON mNQO]d I I N 11 \ \ • /� LL1 12 ,��f-7r WIRE FF JMN O dN OMQJ�N �OZ W �n„TR �x FENCE O rn 0, o a p O � w N Q o • w W , EE E, FREE 15' E 1.2' 1 I d n 2 1 M a l co a Z I I 34.7 REE 1 / UN d0 Cio =ra' =oid W I GR' ,629. 7 1 ) 15. \ t/2' o �gQQ�� °�'amQQ� 0 OMj�N � �o o \ OU R EIR I I O O JO N N NMI SN .. 1 I ■ �� /Q co \ $+ RED TRE Q d 0 °D c� o n c, ro N Z — — / SS FENCE OFF�— \/ IV 1/ �'ac�r) No-WN0 oMWaN ma _— — $' I 1 N r QdN F-N�O,N W N.. I O I 24��RCP CB ' 1 L'C IfC / _ III 112 EIS\ �\ �,r 2" _ _ - _ 6,W�0o'D NdU �O OM �MN �QO]d RIM:6p7�a1 UNE 8.9RE{•— —x� EIR I I / \ — \ — — — — rn \ / \ )( 00 �ZCjM I -NU MN m�md 1 00 I 2q \ OUT6p1. — X2 ;ETS-2o Naaaaoj 00]0NZ o C�Rg�\ I // \\ EIR~ I I �"o� ���aN �N3�N �Nma I I — — I Y 1 �cO ��1'O, 11 C14 OI OJM JMN 1 O I 1 ? }I-00 N I I I IOJ-U'JO 1 I IO-I d-Oi(QQa 0 I OL(n a M 0) N �ONNC7 I O O, (C-,, 0--(ZNZ UN0 O) '0N 0]d ZOdN MO 1 ca�cQ�aN 'NCaOOi . r NO ( O'aO �N Q'O MZ>>O N..6iUM Nmd a' N,> 0, MMQN JO(t, to 00N , c1 0)NJcON I O Nor DNN mO d03 rmN Oto oas C`ma 066 NZ ' to I 'r' F-MO, I a0 �QO- 1 0 I OMQ�O,N I-NJON C O M U N mZ Z I I Z r^ CO J Z I J M I — 1 � o �a�a I C I \ Ln NORTH Cn Cn m cV � M D_ 40 0 20 40 80 SCALE: 1 =40'�� m 1 1 2 1 3 1 4 1 5 1 6 1 7 www.littleonline.com This drawing and the design shoavn are the propery of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their ivn itten consent ispmhibited and any infiHngement will be subject to legal action. Little 2021 10 benesch Alfred Benesch & Company 2359 Perimeter Pointe Parkway, Suite 350 Charlotte, NC 28208 www.benesch.com P 704.521.9880 Corp. NC License: F-1320 �1"MMtNIll� CAA ' �••. �j'' r,�,��Q►¢�F�SSip t ' E L = 049977 Charlotte -Mecklenburg Schools CONSTRUCTION DOCUMENTS 11 /24/2021 NO. REASON DATE 1 Review Comments 1/4/2022 LUESA / CMS / Design 2 Bid Set 1/4/2022 PRINCIPAL IN CHARGE TOM BALKE, AIA PROJECT MANAGER Shana Hetherington, AIA DESIGN TEAM BC/LB/DIG NEW ELON/ HAWK/ POLO RIDGE RELIEF ELEMENTARY SCHOOL 112.15535.00 EROSION CONTROL PLAN - PRE DEVELOPMENT C201