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J3 I I `I I i .IL, I v'l �A4Q 4AJ91A�E] _ r - II ` ► I ( j91 \ I cn AC 1 1 1 N11 t` 11 \ X m CO X I( I z PROPOSED DIVERSION DITCH #2 q 1 `� `\ N m r o0 1 CHANNEL LENGTH: 207 LF 1 a 1 \ W G AVERAGE CHANNEL SLOPE: 2.17% I 1 rNW_Z_ CHANNEL DEPTH: 2.00' I I r ` - I // _ In zap I O O `, SIDE SLOPES: 2:1 I / _,I \ / #422 — N 1 /O 1 1 i i I 1 / / BOTTOM WIDTH: 1.50' I 2/ METAL to ,�/ 1 1 I I t i' / /'/ / r'"I� I `\ !�� BUILDING I 1 0`ZQ I 1 O_ I C6 0, 10 1-N)O� loo, ,I I ' 1 / So � , ' Ix 1 _ r LP PROPOSED RAIN GAUGE. GAUGE TO BE MONITORED BY CD , 1 CONTRACTOR'S REPRESENTATIVE. REPRESENTATIVE 10 1 1 1 1 1 , �, �, / ; �� 1 1 /p `` SHALL MEET THE MINIMUM REQUIREMENTS AS 1 1 1 a I t , i , /I i ` rt SPECIFIED IN EROSION CONTROL NOTE 5. RAIN GAUGE 1 I 100 1 = IL ' / `, / / ! / f \\\ ► SHALL NOT BE REMOVED UNTIL AFTER FINAL PUNCH AND 1 1 1 z 1 1 O 1 // / , / / c I , !� / ,' `� J SIGNOFF FROM THE EROSION CONTROL INSPECTOR. co 1 1 1 S 00 1 v,L 11 Z 1 1 1 fi 1 r1LA 1 --------- Cl) -- -- -- 1 ,- / -_-- _ --- - - - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 1 co z _ - - - - - - X - - `\� 1 `I • l CONNECT SKIMMER PIPE TO TEMPORARY 30" I1 I r1 1 1 / `- 1 �CMP RISER STRUCTURE. SEE CONSTRUCTION X` : SEQUENCE #5 FOR INSTALLATION METHOD TO /- - $8C} - PROPOSED SILT FENCE, SHOWN OFFSET I S ao C� 1 1 `� ` _ _ _ x`` t it , ` MEET EROSION CONTROL REQUIREMENTS. / FOR CLARITY, TO BE PLACED AT EDGE OF LP 1 1 0_ 1 I I I I i / DENUDED LIMITS, TYP. �9 ` 1II 1 ,p 1 z I 1 1 01 1 . `` `I , 1 1 I S�-' " PROPOSED SEDIMENT WATTLE, TYP. 1 1 1 00 1 1 I` `� `\ `I I 1 PROPOSED DIVERSION DITCH, TYP. g90 6 -n ` _ o� 1 I = 1 `�-----�.qgX i it I _--1 1 6gA II s 1z 1 1 O 90 II I I .� ' II �` 11 __ PROPOSED 21 LF OF 12" HDPE FLEXIBLE SLOPE gg8 ! `` • �S I Qg 1 DRAIN. CONTRACTOR TO PLACE TEMPORARY g86 1 RIP RAP AT DRAIN OUTFACE TO PREVENT - 0 1 1 Iz SCOUR. SEE DETAIL 13/CX-101. SF \ Lu 11 I I00--- m 1 j� I I + �i� I e � - Z 1 1 1 J. 111 i . --_. Cn I� 00 I I 1 II 1 I 1� I I I4 j o LP 1 11 i I O i o � ico p II co 0 1 11 0 00 co 1 1 1 1 1 1 00 1 1 1 i aftvft 1 I 1 1 10 `° I 1 IV ooI I X I I I 1 LP I I I I d ---OHP---- H 1 I 1 Ox n LP I 1 I , , , , , / L11 **low #411 1*4TORY HOUSE PM %Ava i II 1 1 I _I 1 I I I -SHED I ` 1 61 `\ 1 61 - _ PROPOSED SEDIMENT �y- BASIN'Be;FLE, TYP. `� o \ - - \ LP - - `\ PROPOSED SEDIMENT BASIN ` � - - ` - , \ j TOP OF BERM: 691.00 ` `I I ` •` EMERGENCY OUTLET: 6 _ SKIMMER INV- 687.00 i BOTTOM OF SASI 686.00 �94 BE] Llk — _PROPOSED 18 LF OF 1�' HDPE FLEXIBL�SPROPOSED SILT LOPE ,` - �` I FENCE, TYP. • ` DRAIN. CONTRACTOR TO PLACE TEMPORAPY ♦ I AC `. RIP RAP AT DRAIN OUTFALL TO PREVENT SCOUR. SEE DETAIL 13/CX-101. #415 PM - o p 0 1 STORY `� PROPOSED DIVERSION DITCH #1 � � `` � , Q p HOUSE i CHANNEL LENGTH: 174 LF 1 1 I 0 QIO AVERAGE CHANNEL SLOPE: 4.59% _ \ 1 1 CHANNEL DEPTH: 1.00' `, I \ OO 0 0 1 \ ` SIDE SLOPES: 2:1 1 I U� 00 BOTTOM WIDTI;: 1.50' li 0 o '• 1 ���jjj / I ` PROPOSED TREE 0 ` 00 PROTECTION FENCE, TYP. 00 �� Jr PO s ` NL d 5--ram 0 O 0 £: T1 QNL DDw1 L/ NL DNL *� DNL DNLi DNL _DNtS�� i 00 0 I 1 PROPOSED 36 LF OF 18" CMP FROM STORM RISER TO RIP RAP OUTFALL TO BE INSTALLED IN STAGE 1 EROSION CONTROL. UPSTREAM -n INVERT 686.00, DOWNSTREAM INVERT 685.00. I� x STONE CHECK DAM TO BE PLACED AT LOW U) SPOT IN SILT FENCE TO ALLOW FOR WATER DISCHARGE, TYP. SEE DETAIL 5/CX-101. I I n i rn i m \ - r-` 1 10 CL / I O\ 00 1 I F SF SF SF SF SF _ _ ::c:= , C 1 — .,, _-- -- - -- -1, , I _-- i ti --- — -- --- ---- — I — — 3 M 1 -- — ---- -- --- — -- — Z-- 1—I — / ol '. 1 / . 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PROPOSED INLET PROTECTION,,T�P. I I I I I I I I I I I I I I I I I I F / h 09 P� SITE s� F 5� 00 r- 5� �sr C, 0RE 0p / � G N VICINITY MAP N.T.S. (D SURVEY DISCLAIMER TOPOGRAPHIC SURVEY DATED JULY 16, 2021 PROVIDED BY CAROLINA SURVEYORS, INC. P.O. BOX267, PINEVILLE, NC, 28134 LEGEND SYMBOL DETAIL DNL DENUDED LIMITS /- mmmmm i DRAINAGE AREA /- 01 0 0 PROPOSED STABILIZED 9/CX-101 0 0 0 0 CONSTRUCTION ENTRANCE ® PROPOSED INLET PROTECTION (SILT SACK) 7/CX-101 1 PROPOSED SEDIMENT WATTLE 8/CX-101 XX PROPOSED TREE PROTECTION FENCE 11/CX-101 SF PROPOSED SILT FENCE 6/CX-101 PROPOSED SILT BAFFLE 3/CX-101 E­011111111111 PROPOSED DIVERSION DITCH 4/CX-101 PROPOSED STORM DRAINAGE /- REFER TO SHEET CO-101 FOR EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE. 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES, SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS AND THE PUBLIC. 2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CHARLOTTE WATER. • eel Bloc Design 2923 S. Tryon Street, Suite 320 Charlotte, NC 28203 phone: 704-940-2883 www.bloc-nc.com landscape architecture I planning I civil engineering r Space Craft 1885 Mission Street San Francisco, CA, 94103 REVISIONS NO. DATE DESCRIPTION 1 09.29.21 GMP PRICING 4 11.16.21 City Comments Disclaimer ©2021: Information contained in this document is the property of Bloc Design, PLLC. and the project client listed on this document. The reproduction, copying, and other use without written consent is prohibited and may be subject to legal action to the fullest extent possible. stamp / seal: DES I GAr v�\O OG MD t/, C-390 ""fill I C)F E$ S•ION�I _' SEAL 35711 - /////I1111111`` 1 I� 16� 21 Brevard Mixed Use 420 East 22nd Street 1816 N. Brevard Street Charlotte, NC 28206 PLAN NORTH TRUE NORTH N N SCALE- 1 "= 20' 0 10' 20' 40' DATE: 08/03/21 MPIC: CCB DRAWN BY: DSK CHECKED BY: DSK PROJECT NUMBER: 00843.03 SCALE: 1 "=20' TITLE: EROSION CONTROL PLAN - STAGE 1 SHEET NO.: CE-1 0 1 CONSTRUCTION DOCUMENTS S:\Projects\0(184�\511dit�itlT�YI�♦1�R•idblr�vU�,:OI�P%�aa��rNSt��,dt5���dWg, 11/15/2021 7:08:05 PM, dklausman, 1:1, Bloc Design