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2 2 PROPOSED 5-LOT SUBDIVISION a
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REVIEWED by Randy Frazier
Fire Plans Examiner CORNELIUS,NC 28031 .. I
Mecklenburg County Code Enforcement CURRENT SITE AREA: 14Zt
Z 1.056 AC
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VICINITY MAP r,1 U d
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AREA IMPERVIOUSPar H y z,c v p'
(� Pecan Sf LOTlcel Square 4Feet Acres
,808.83 0.3 Square Feet
3,350.00 OWNER
OAKBROOKE,INC. Zr.ia a
h LOT2 40
11,628.80 0.267 3,350.00 128 SADIE LANE L y E o 1
SI{e 1 Z.N LOT3 10,641.91 0.244 3,350.W MOORESVILLE,NC 28115 C� U
Mec011 3�'.S LOT4 11,784.16 0.271 3,350.00 PHONE: [phone] 0 Z p o o
S riD LOT5 10,892.72 0.250 3,350.09 SITE INFORMATION W PI S 1
2 Ex.ROW 11,321.20 0.260 -4,230.70"" PROPOSED 5-LOT SUBDIVISION IX S
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Exit PARCEL#:00318205 AND PORTION OF 00318227 r'1 Z
28 Catawba Total 71,077.62 1.63 12,519.30 r
W
Ave QUEEN STREET �J
CORNELIUS,NC 28031 i\r41
_ (Prop.ROW' 11,321.201 I 7,460.101*** CURRENT SITE AREA: Zj
Z 1.056 AC �I
!Actual Impervious19,979.401 0.574 AC
TOTAL TAL=
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EXISTING ZONING:CONDITIONAL ZONING(CZ)
Project Impervious 12,519.30 sf /1
• Percent Impervious Project 17.61%* DEED BOOK/PAGE: V--1
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impervious area per meeting-11/14/17 GARBAGE: ROLL OUT CANISTER
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one I // \ WHITE VINYL FENCE TO BE / / /;"=- ''{ _ (otawrBm) `�
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PATSY B.CAGLE I`t (N \ JAMES A BURNS RAG'7AG l ,/ iell ADJACENT OWNER 72-1&i7
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\ �// /I' NO BUFFER / ZONED NR GARY STEPHEN MCALISTER
v ��'� cane N/ (/ � \ / - // REMOVE EX.H-50 LF OF CHAIN LINK FENCE MB: 6 PG: 757 9, CONTRACTOR SHALL COMPLY WITH ALL PERTINENT r
�- SS-.MN Angie van / t" it \ ,r AND REPLACE WITH DEN FENCE / DB: 21348 PG: 36 I PROVISIONS OF THE"MANUAL OF ACCIDENT E"'1 �/
m.S0t.es (Bmt) �r��/ ,\\\ / / .. `naln Link(REAR OF HOUSE TO,',`q',`P LARGE TREES) ZONED NR PREVENTION IN CONSTRUCTION"ISSUED BYAGC OF 1�( Z 1
/ii^VRDut 7g5.55 ro ne \ \w '"b at Q(T�` / S -_ b // pr ove.AGREEMENT/AI WITHWnWIACENT OWNER AMERICA,INC.AND THE SAFETY AND HEALTH (�( X -v �°
o /B reetor i 1- / l�f--+ <Me`y / REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. [�] 'x
n TAX PARCEL 00318202 -`- , I I / DEPARTMENT OF LABOR. ^ Q [7] O -
in VINTAGE PATHWAYS LLC �c / I q �W/ c57 -
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/ // DB:ZONED NMX 552 \ \ roam -I'-t,T I - -/-/- 11 CLINTON E.' /
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w B:M 3179 CP LLC Pipe \ rFo„nd 4 \ I I DB: 4763 PG: 608 6' _I N
DB: 31793 PG: 811 �y
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DB: 30271 PG: 910/ KIMBERLY M.& C-' o Iir,ll
i / / ZONED NMX CHARLES H.DRIVER TAX PARCEL 00318206
c DB: 30585 PG: 46 DVW INVESTMENT,LLC TAX PARCEL 00318207 B
U / MB: 332 PG: 205 / O8: 32828 PG 260 ELIZABETH WHITE MACINTOSH _�� ----1
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j NTRAOTORIBPOUY 7)=3 BBLEFORCONTgLTING TITLE
5 1 APPROPRIATE PRIOR TANDINNINGCGTNARUCTIO NG UTILRRS - ( R'I )
s RErocAEDPRGRTDBE�INNING CONSTRUCTION.
SITE PLAN
A 7 RI RESPONSIBLE FOR RACINGmSRRICAOE5 USING
FLAGMEN,ETcsAS NECESSARY TO INSURE SAFETY. HORIZONTAL 1 inch=40 ft.
a ALL PAVEMENT CUTS.CONCRETE OR ASPHALT,AREBE
Ct REPLACED ACCORDING OF SHEET
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIa LMEGS C-2.0
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' SEE APPROVED TREE 1.REMOVE N.I.BARRIERS UPON C01W1ETION OF PROJECT. by M
PRESERVATION PLAN FOR • 2.IANDSCAPING PUNS SHAD.SHOW DE LOCATIONS OF ALL TREE PROTECT.FENCES. W.2 g O
OF 1R BARED RRIEERR 3.REFER 1O CITY OE CINRLOTR LANDSCAPE CONSTRUCTION WNW.SECTION 01000 F y v
FjAAA w
' FOR GENERAL SPECNMATIOX REGARDING TREE PROTECTION. y 'O 0
7 \ 0z o az
PLANTINGS IN STREET RIGHT-OF-WAY e
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GENERAL NOTES / QV 7
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS REQUIRED BY TOWN ARE TO COMPLY W.THE TOWN ZONING REQUIREMENTS.ALL INSTALLATIONS OF IRRIGATION / \ 0
SYSTEMS WITHIN THE RIGHT-OF-WAY OF STATE MAINTAINED STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED TIROUGH NCDOT.TREES INSTALLED WITHIN �( W ,Z,
TOWN MAINTAINED RIGHT-OF-WAY LIMITS SHALL BE PER TOWN REQUIREMENTS.TREES INSTALLED WITHIN THE RIGHT OF WAY OF STATE MAINTAINED STREETS REWIRE A " -
PLANTING PERMIT FROM NCDOT.NCDOT'S RENEW AND APPROVAL PROCESS MAY INCLUDE ADDMONAL REQUIREMENTS. I 35C iS FT `,/'1
1. A DRAINAGE SYSTEM IS REWIRED FOR ALL IRRIGATED PUNTING AREAS LOCATED ADJACENT TO STREETS.ALL IRRIGATION/DRAINAGE STi1LMS REQUIRE AN ENCROACHMENT
AGREEMENT EXECUTED BY NCDOT FOR STATE-MAINTAINED ROADS.CONTACT NCDOT FOR ADDMONNL INFORMATION REGARDING COST,SUBMITTAL AND LABIUIY INSURANCE
COVERAGE REQUIREMENTS.
PLAN VIEW OF ROOT ZONE 3. LANDSCAPE INSPECTIONS MAY INCLUDE THE FOLLOWING: 1 /
TREESUBD PIT/WE INSPECTION //,,,,) /
4
TREE PR/WELL OR PLANTING STRIP INSPECTION
SOITHE MIX MVALS/I S INSPECTIONS
TREE APPROVALS/INSPECTIONS
ONE F@0T FOR EACH TREE PUNTING INSPECTION
ARCH TRUNK DMMEIER �� IRRIGATION INSPECTION
Q
OR 1/$HEIGNT Oi TREE FINAL WALL(.ROUGH
FOR PRUNING SEE WHICHEVER 5 GREATER
III III INTERNATIONAL SOCIETY ALL INSPECTIONS SHALL BE PERFORMED BY TOWN AND/OR COUNTY. '�'
E� - OF ARBORICULTURE SPECS. o° a MRI•NNM PROM
�6
MULCH i AREAS PLAcNOTE HARK 25 A'T
I� OFAD TREE AND SCRUB OR UNDERo PROJECTED BY BARRIER.
GROWTH SHILL 8E NO
FLUSH WITH
ADJACENT GRADE NO GRUBBMyG
(II(// ALLOWED UNDER DRIP UNE. --
121113° !
1"x4'STANDARDS+1"x4"RAILS �: — � � `
OR ORANGE SAFETY FENCING L III��S3"iM .3'
' MAY BE USED. ��.r��� `ck\CARO'xx,
L, = i 1=II_ IeTl. .0 E"S/;ti ti•;
NOTES: •• ,fr (". 9 e
APPROVED DATES OD/P007 APPROVED DATE: 0R/2007 1. THE CROWN FOR PAVEMENT IN THE CUL-DE-SAC WILL 1 -
VARY. ENSURE CURB HAS A MINIMUM 0.5%SLOPE. •YJ'"16
MECKLENBURG COUNTY �,. MECKLENBURG COUNTY =O\F
�t� �, TREE PLANTING—NOTES =.y.%,NE,%' ,
LAND DEVELOPMENT P , p TREE PROTECTION SD NO REV LAND DEVELOPMENT 6 , p iMo.Ho REV RESIDENTIAL CUL-DE-SAC DETAIL '',1>/f ••-..GAQJ�
STANDARDS , k. STANDARDSk'r (DRAINAGE AND INSPECTION)
40.02 ` 40.10 j N.T.S. °'WN�N 1A,,01 0.5.4
A
25"RADIIA GO
a S
Zi
\- JOINT SEALER 1/6"RADIUS(TYPICAL) K
.2'-0-VALLEY GUTTER - e Fir ms /I / 30'RAN V(MINIMUM)
O g
N-0" •I.' J 3'-0" 12'.O 12'-0" 3'-0" 0
1/e re 1-0" JOINT FILJFR 10'-0" 100 2•0' J
W RIDMS R
1'-6"MEDIAN CURB AND GUTTER T /°•mowsTRANSVERSE EXPANSION JOINT 1PP/FT SPETT SJB-/F IA"JFT _11
To BE USED IN MEOW.WHEN LANES ARE SLOPED
FROM ISLAND OR As SPECIFIED IN THE GEENEER. h #;.. ,t NOTES:
_11 K
• A 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.FOR VALLEY GUTTER, 2
1-a• A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED.JOINT SPACING MAY BE ALTERED
BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING. m
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. a 3
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1 1/2"SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS,AND ADJACENT TO ALL RIGID OBJECTS. PAVEMENT SCHEDULE '
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
NOTES: 19 3"ASPHALT CONCRETE SURFACE COURSE.TYPE SB.5B z -
JAW"RADAR I.•—B 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I.IN 28 DAYS. 1. THE CROWN FOR PAVEMENT SHALL BE 114•PER FOOT. ID W COMPACTED AGGREGATE BASE COURSE
M/D'lus 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. 9
1/°.R, ®2,CP VALLEY GUTTER E
i'-6" MOUNTABLE CURB AND GUTTER 6. TOP 6.OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100R STANDARD PROCTOR DENSITY.
TE USED IN MECHES ONLY:WEN SPECWED BY :''' /.1 3/i•RAgUS 1 1
E ENGINEER. L
''^e._.� STREET DETAIL
APPROVED DATE-02/2007 APPROVED DATE: 02/2007
1
NOT TO SCALE NOT TO SCALE
MECKLENBURG COUNTY' °. MECKLENBURG COUNTY 4 z �
W LAND DEVELOPMENT CURB AND GUTTER LAND DEVELOPMENT M�:i: CONCRETE CONTRACTION JOINT SN RQ REV 0
STANDARDS !" lli STANDARDS �NPIr VD
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/D QUEEN STREET PROPERTY IS LOCATED IN CORNELIUS,V NORTH CAROLINA.THE E-'y v m a
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I\ APPROXIMATELY 1.35 ACRES.THE SCOPE OF WORK INCLUDES CLEARING,AND C''-a
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Site 4_ MEASURES STORM DRAINAGE,UTILITIES,AND PAVING. p P7 g z
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tiff C -� S5'_ BASED ON SCS SOIL SURVEY MAP SITE CONSISTS OF 0 0 G
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Exit Plan Sheet Is Part Of The Overall" DOWNSTREAM RECEIVING WATER IS UNNAMED GAMBLES CREEK(LAKE NORMAN). rW x
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N Ave 02/25/2019 3710464300K DATED 9/02/15.
3
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CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG
COUNTY. r��1
�yi"Ree°r 2. SET UP L NSPON.EICT PRE-CONSTRUCTIONCITY
NGI EERING DEPARTMENT
WITH EROSIONO
I7 CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
/ EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE
48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS A VIOLATION OF
OF THE COUNTY CODE AND IS SUBJECT TO FINE.
TAX PARCEL 00318225 3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH
n Ram / EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE.
CHRISTOPHER G WOODHOUSE 4. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
w °'°"'.Pe .s.+ n^ii�m'z4 TAX PARCEL.00318224 ANY EROSION CONTROL MEASURES. .Jl eau n xaerea
,pL. $ m 11B'r1 DB: 23422 PAGE 77 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ,JJ"�#{CAfik aw
°untl
I-p 2 ds Reb°r '- "--Z-0NED NR EROSION CONTROL DEVICES AND STRUCTURES. •. ",w.»•
_ _ Set \ WILLISSB 1905E GREGORY / 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. -t
Q�'9s
I (Disturbed) Ppe ipe
®_ = DB: 0780E PAGE 395 r�Q O �+�. _
` ZONED NR 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN . 9
\ -Ti"� ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING
1-3/.4
P�pe '/ AND DESIGN MANUAL,U.S.DEPARTMENT OF AGRICULTURE,MECKLENBURG 4�
/ �5/Rsbar COUNTY EROSION CONTROL ORDINANCE,AND THE MECKLENBURG COUNTY s e.. B
.> - -5pT LAND DEVELOPMENT STANDARDS MANUAL CURRENT VERSION A �'TAX PARCEL 00318227 rQ /- ( ). Q 4` �_
TAX PARCEL 00318118 v> TOP OF DAM:791.0 r ``
MIHM ENTERPRISE LLC LOT 2 SPILLWAY:789.E 4d\� F i+s-- `.P �7GINE '
MB: 61 PAGE: 264 \, r / / A491. QJ
DE: 31176 PG: 135 BOTTOM:787.5 ^\`;1, 4 k PHASE 1(INITIAL EROSION CONTROL MEASURE INSTALLATION) a Hq QPJJ Yl DDB: 30127 GAY NEWM47 I"O
ZONED NR ^!`` ` +/ aaay�Aix ,�
1 / DB: PAGE 747 II inirli
�� -Ty3 q ( y2/ / y'a ZONED NR / / :,.L / 1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN
IF�una I / ! ""e�or\ Ilr `•''1ST / / _ I-P/o THIS PHASE.
/"•� �` 2. INSTALL CONSTRUCTION ENTRANCE,SILT FENCE,SILT FENCE OUTLETS.
_d4 Rest. `h / . \\\\ \ \ \� \ (B �' '` / -l I•o SKIMMER BASIN SK-1,AND INLET PROTECTION.
//•• 3. SEED AND MULCH DISTURBED AREAS.
Inr7aT57 ,2• // \ \ \ \ \ \ II).,',,i� // A� / • T ` d. GRADING PERMIT MAY BE OBTAINED AT THIS POINT.COORDINATE WITH
SS-ux \ \ \ \ d // EROSION CONTROL INSPECTOR PRIOR TO BEGINNING NEXT PHASE.
Rim:784.54 / \ \\ f I41, 6/
"..omma.oe// /I I".7az2# \ \ \ \ \ d4 Rm°' _ 'S b
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I".. 778.09 / I \ \\\ \ \ \ 1��`,lI/� l• © //
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/ \ / \ \\"'\\ \\\TAX PARCEL 0031823E 8 'ry1. CLEARANDGRUBSITE./E1LOT 1 1 - - /- - / 2 COOTECTI CT STORM RUCTNGE MATH RIP RAP APRONS AND INLET DE-SAC,ANDCONSTRUCTCONCRETETAX PARCEL 0031811L^ :' 3C of-wy MB: 61 PG: 264 --"' 5\ \\ , o / DRIVES. O 0
PATSY B.CAGLE \ A, \ 1 ao.Y „�q\\ \ JAMES A BURNS 1 //•- 3. DIRECT WATER FROM FES-1 TO SK-1 UNTIL PERMISSIION IS GIVEN TO
DB: 4746 PG: 694 \ DB: 30127 PG: 747f
I / d SEED AND U [ray q
ZONED NR �1 / \1\ \ \I ONED NR `�_ 4. SEEDANDMULCHGRASSED AREAS. a Z
1 M\ r\ "v 7ea.z5l ® - - e / / ;a 4.
5. COORDINATE WITH EROSION CONTROL PRIOR TO REMOVING OF EROSION w
\ K \- / I SINGLE ROW SILT SINGLE ROW SILT . .k / 4 /r y, �}/✓ / CONTROL DEVICES.
T\' .� FENCE(TYPJ FENCE(TVP.) B 7' 47
H>: \\ �21 \1 v. _//i / /� / /c�/ s�1f hl o TAX PARCEL.003-18-217 /
(RRR"' / , /! \ - - w"a / / / ¢ / GEORGE H.&MARY MCCALL a Al
PJ ovi a •� I .•RI \ •i "II I{k •vlve T 7-"*' - /. / / MCALISTER Po' efLi
1, °' �i•t Y4 Reba,- / k"I �'/ /
MB: 6 PG: 757
.g/ N\� '� J t ��` _ _ \ _ fou: q�, / • J ('J dS.rP""d/// J,/b Plve DB: 3171 PG: 195 /
e IF re; ® N545Yf1'W 3.63' W
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/� Iy/ \ / ` \I II I:I \ // I �./4•aPipe
�i�, �-.)®o / / !. / /� / +A I�/ SUSAN GAIL M.&
1` ------..../ SHELDON J.OLSON THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS
/ �� f I l Q': I 24 S / - / i r•zt��Iti�lU�tll(•i'1}1�1 119R RM \ 04 MB: 6 PG: 757 COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE a ut
' iI� i tRim' I.77 / .{'i{'�u5{w.(,{"}{' (.qt 7,. ! _°1( cd4 / DB: 7386 PG: 689 CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF q a a
aL78s.zO It 1�d tldi C?I�/1�:/ 4d lid �_dwN / ZONED NR / ALL EROSION AND SEDIMENT CONTROL STRUCTURES.
PosesAle OveNop I ( // / /' / = / GOv \ 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND Z "'
7B5 \\ OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST
DM 112561PG 512 /I I / / // L_g (4 / a'�= Rom. 4 - 1��BR --------
;0- ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO
06 30587 PG 171 I A / r 5-- ,3.
Do not block pipe with 06:2381 PG:395 / I I // / ^I , // // "= / ;i `� ,I " - off"°M E y ^.�� y�. .1 E �Qy THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED.
p p DB:2113 PG:245 b (Bmt) I".7aB.- "�P R/A / 2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND
silt fence.No project DB:1334 P2 23B / I l / • / / / £ e Y(g P
P I II lac /P °?o aps7 •� MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER TO I.
flow from disturbed / //2.
owa -
/ / (Bent) ` 3 `� �� MAINTAIN A DENSE VEGETATIVE COVER.
Pipe TAX PARCEL 00318228 / e/ / / CONSTRUCTION ( \ ` 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER °
areas shall pass -
PAUL W.BADGER ) / ,�•yq.'1'.---
N. / / ENTRANCE ".eoe'oB G""n1 "� EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY MUST
through this pipe D8: 11251 PG: 512 / ±\®I I 1 " *• {{''ma��y J / ,J 2'Ple/ BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF i
g ZONED NR / / \�\\y 4:.rf // / // l / (Disturbed) �� THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
during construction _ 'li! / PwuMle Opp
pI/ / /' MMMTTT` 9/ / / D LI"k 114 5c.R. Founa SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
phase a b , • y �M1O a oB:aB3 PG BOB d3 Reear EXISTING GRADE,PREPARED AND SEEDED.
\ I '�/ / / De:3DSB7 PG:,71 ` 4. SKIMMER/SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL
C\ \\\ \`/ / \ A@ 8 PC:757
/ / ` \ \\ y` / �/ / /f RSTONE SHALL E
BEI CIDEANE OR REPLACEDT WHE ENITHR E BAS W NO LONGER
J / „ 4r•\ I \ Lna DRAINS PROPERLY. O
--�" R/'# \ .�d5� \ \t4\ \ I / / I /- { 3/t Pipe
/ - 5. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND WATTLES AFTER 1-4 °e
\ 1J, >q\ �`\\ / / / / N / - TAX PARCEL 003-18-215 EACH STORM EVENT.ALL WATTLES SHALL BE CHECKED,RESTAKED,ORCn
\ O/ 999 \*��C \\ ,�yI1y�,� / STEPHEN&DANIELLE AGNEW I REPLACED IF NECESSARY. Z
`4 , Tyr1 / l r \ MB: 57 PG: 486 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
v - - SS - / m \= `\\ / \ / DB: 30573 PG: 134 TAX PARCEL 00318213 REQUIRED BV MECKLENBURG COUNTY CONTROLINSPECTOR.
/ / \ #,lur,.\\ ti `, / ZONED NR GARY STEPHEN MCALISTER W
IEXISTINGDITCH ' • �s \ \ /�' MB: 6 PG: 757 EROSION CONTROL NOTES
ss-uN n�"ia /p0 / \@F\ \ \ \ ) / DB: 21348 PG: 36 �1 U n m A' ,___ -7/7 w"
Rin:801.86 (Banc) SILT FENCE STONE Chain Link
I"".O"r 7zs.ae \ , \ \ ■..-- Pence Over / ZONED NR I. OFF-SITE CONSTRUCTION OR GRADING REQUIRESA LETTER FROM THE s�J�I Z !H� o
7955E Found _ OImET(NP') 4 \ : 1 Property AFFECTED PROPERTY OWNER GRANTING PERMISSION. ' ` .. I�'1 Z
d6 Reb°r --------- - 0 \ / / I u"e 2. ALL'STD..NUMBERS REFER TO THE MECKLENBURG COUNTY LAND W O
I TAX PARCEL 00318202 -'-'- 1 I 1.59' Q
U "._" ^To / DEVELOPMENT STANDARDS MANUAL. rrcg88G �j
VINTAGE PATHWAYS LLC d5 A"�_ •rs., - --- J •Dt • pm/ / / TAX PARCEL 00318230 3. ON-SITE BURIAL PIT LOCATIONS REQUIRE AN ON-SITE DEMOLrT10N PERMIT FROM T 4}
DB: 18562 PG: 552 P a \ CLINTON E. THE ZONING ADMINISTRATOR AND MUST BE DOCUMENTED ON FINAL PLAT. II-y' F 6
LEGEND SINGLE ROW SILT �! /
xi ZONED NMX \ a." FENCE TYP I \ O a e
/ TAX PARCEL 00318203 P \ ...... I"Pipe ( ) \ \ I ' &ROSEMARY R.TURNER d. ANV GRADING BEYOND THE THE DENUDED LIMITS SHOWN ON THE PLAN IS W
j MASONLUCY,LLC 1-1 dw/Nod i \ I \ I MB: 6 PG: 757 VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS r-, z OQ�
L ❑ PROPOSED DROP INLET DB: 31793 PG: 811 / Pipe�• "-� z` T na \ \ DB: 4763 PG: 608 / I SUBJECT TO FINE. {F^-LL/.() 7 �/ N o
n ZONED NMX / / H 3/6-PIpF of / / \ ZONED NR 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL 1'z'I
a / TAX PARCEL 00318204 I 'r / PLAN ISANOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND
PROPOSED CATCH BASIN GREENHILL PARTNERS LLC TAX PARCEL 00318234 I / / /2"pipe �_ ISSUBJECTTOAFINE. E
I
DB: 30271 PG: 910 KIMBERLY M.& 6. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES '�^/n8
j _ ZONED NMX CHARLES H.DRIVER TAX PARCEL 00318206 \ �_ STEEPER THAN 3 HORIZONTAL TOI VERTICAL(3:1)SHALL BE PROVIDED C// Qo
EXISTING PIPE DB: 3058E PG: 46 DVW INVESTMENT,LLC TAX PARCEL 318207 __ TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS r^ O
< - / MB: 332 PG: 205 / DB: 32828 PG: 260 ELIZABETH WHITE A INTOSH / PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM LAST VI °
i ZONED NMX MB: 332 PG: 205 DB: 4673 PG 6 6 LAND-DISTURBING ACTIVITY. Z
E PROPOSED PIPE / ZONED NMX / MB: 332 PG: 205\ TAX PARCEL 003-18-208 7. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OR PERMANENT O
n / ZONED MAX /\0709 NORTH MAIN STREET LLC STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY r�l g
Ei
O MB: 57 PG: 486 EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. Y" )
-790- - EXISTING CONTOUR DB: 30610 PG: 69 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE W
/ ZONED NMX REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT
9. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN
790 1 PROPOSED CONTOUR / / / \\ -_____-- IS'REQUIRE ADEQUATE TERRACING IMCLDM#30.18]. x
10.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE CY
TAX PARCEL 003-18-209 ACRE THAT WAS NOT PREVIOUSLY APPROVED.
TAKE TWO LLC
CONSTRUCTION LIMITS \ /
DB I 11.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY °9
/ / \ : 13935 PG: 665 MUST BE PRESENTED AT THE PRE-CONSTRUCTION MEETING. 2
ZONED NMX 12.NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
❑ 0 0 PROPOSED SILT FENCE 13.STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING 8
\ IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS
• AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE n y
PROPOSED SILT FENCE STONE OUTLET \ / I CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
c / 14.ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW STABILIZATION
m Q''Q A TIMEFRAME TABLE ON THIS SHEET.
p El PROPOSED INLET PROTECTION \ 15.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF CITY OF CHARLOTTE.
o s ! i6.MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES PROJECT s:2017-0002 DATE:7/20/18
8 0 0 0 POROUS BAFFLE T . . MUST BE USED,PLANS SHALL BE SEALED BYI A GEOTECHNICAL ENGINEER FOR DRAWN BY:JAC CHECKED BY:JAC
r 1mwx.leeeiT30r9 SHe Ar 1)BBCr SLOPE STABILITY AND FINAL SURFACE STABILIZATION.
pfwn Siffifrizatbn THmNrame Exceptipro 17.ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DNA AND
TITLE
n SKa1ST-A SKIMMER BASIN/SEDIMENT TRAP ,. wNrRACrORswurREsvOxs CONTACTING O Perimeter dikes,swales,d4Ches and sicpes 5days Hare GRAPHIC SCALE 16.ALL FLOW U.S.A.C.E.(FROM PERMANENT/TEMPORARY DRCHESSHOULD BEDIRECTED EROSION CONTROL
APPROPRIATE PRIOR TOS xGINNIN ASSURING nA9013114c DOOMS Hi hQualit Water H Zones 5d None
C ARE LOCATED PRIOR TO85clrvrvl55505110/NYox. • 9 Y (HOW) TOWARDS SEDIMENT TRAPS UNTIL SITE IS COMPLETELY STABILIZED.
% z. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES LASING If slopes are 10'a less In length and are nd O `J. 19.ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION CONTROL PHASE 1
m FLAG max,PM.AS NECESSARY To INSURE 44081/. ® Slopes sleeper than 3:1 5days I Id I MAT EQUIVALENT TO NORTH AMERICAN GREEN S75.
steeper than 2.1,14 days are allowed. 20.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK,WETLAND,
o 3. All PAVEMENT CUTS CONCRETE OR ASPHALT,ARE TO BE Slopes 3:1 ofaner 5days 7 days far Mopes greater than 50'In length, ETC.IS PROHIBITED. SHEET
REPLACED ACCORDINGSTANDARDS OF TtE xORI050RouNA 10.IF THE NEED ARISES FOR ANY OFF-SITE BORROW OR SPOIL SITE DURING
TRANSPORTATION AND LOCALMUNICIPALmES. (IN 17SE1')SNORING
a.-PP other areas withslRresflalter than 4:1 5 days None,except fapenmutersandHQWZones. CONSTRUCTION,SUBMIT UNTFO REVISION THAT DEMONSTRATES EROSION CONTROL C-3.0
Ncmx°STANDARDS HORIZONTAL 1 inch:a 40 tl, FOR THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN THE REVIEW
PART 1826 SUBPART P.OR AS AMENDED. FEE IF AN APPROVED SITE.

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CONSTRUCTION SEQUENCE ^
11-1
. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG 1�-4
COUNTY.
-______Found 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION
7 CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
I I EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE
48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITY IS A VIOLATION OF
OF THE COUNTY CODE AND IS SUBJECT TO FINE.
3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH
a bxm �- TAX PARCEL 00318225 / EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE.
_ 4. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
/m wn'°e qe oeiili 711 CHRISTOPHER G W00DHOUSE ANY EROSION CONTROL MEASURES. °itt Mt
vAt .M I1BY1 a DB: 23422 PAGE 77 TAX PARCEL 00318224 CA/?..''Az,,
„Wm?°,:o wee p_ 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ` '(h_ Q >q
�Ra` - t-t/z^ ���. tt Rena./r------ZONED NR WILLIS CLYDE GREGORY EROSION CONTROL DEVICES AND STRUCTURES. `I:\
��'.°F *j`�"`., Js
PiE, 1_I/2• - Set \ 8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. a"Z'
(Disturbed) Pipe m Da 01805 PAGE 395 / C � s
I / �` ' ZONED NR 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN �1
\ --3/4' ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING 1
1-v/y _ ''1 AND DESIGN MANUAL,U.S.DEPARTMENT OF AGRICULTURE,MECKLENBURG
SK-1 _. e� '�- +�Renor COUNTY EROSION CONTROL ORDINANCE,AND THE MECKLENBURG COUNTY o p
TAX PARCEL 00318227 ' a� -�s1 IAND DEVELOPMENT STANDARDS MANUAL(CURRENT VERSION). q Z(;p
TAX PARCEL 00318118 0) OT 2 TOP OF DAM:791.0 � " {, �ta`(N�.T'` '�J
MIHM ENTERPRISE LLC h MB: 61L PAGE: 284 SPILLWAY:789.5 w �•�Ilia, /B j e(r - -' ,"6,"•'e"01''5
DV: 31176 PG: 135 / DARLENE GAY NEWMAN BOTTOM:787.5 '/'^`i ��•• /z ®/ Y \ PHASE 1(INITIAL EROSION CONTROL MEASURE INSTALLATION) •„,,A N A4Ga`J,,,9 a
ZONED INR // DB: 30127 PAGE 747 ti�/fD�/ ,Tqp y / 12�IT1�'
_ / INLET ZONED NR /t/ l�/ � / I` 1. THIS PHASE.
H SEAS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN
I I-3/4
/ ^ r ® Il1/0/ iE( 2'�. P°e 2. INSIT CONSTRUCTION ENTRANCE,SILT FENCE,SILT FENCE OUTLETS,
_AS Fe@m 1, /// \ \ ;��- Q \` /'�,/�'�� I- i y/, ,5.- (Disturbed)
SKIMMER BASIN SK-1,AND INLET PROTECTION.
n.78t5 •' 3. SEED AND MULCH DISTURBED AREAS.
/,¢A-/I.,r - \ \ \\ \ \ r �•Jt/,a L��� 4. GRADING PERMIT MAY BE OBTAINED AT THIS POINT.COORDINATE WITH
Se
5H / -•7: \ \\ \� ® ;//. �'• / �_ `� EROSION CONTROL INSPECTOR PRIOR TO BEGINNING NEXT PHASE.
On /8.09/ .J nr]82.2� \ \\ \ \ \ F1n / -„ ^n.
.nv. 77409 / V
�:,�` �' PMASE2 Z
iti//3 el \\\\ \\ \ \ \ ll ile YII� I
j�// 1. CLEAR AND GRUB SITE.
\ �J I \ \ \ \TAX PARCET 00318235 �1 (Up 1�=�/.� ■ I, 2. CONSTRUCT STORM DRAINAGE WITH RIP RAP APRONS AND INLET
/5E \ \\ \ LOT 1 :_ /// u PROTECTION,CONSTRUCT CUL-DE-SAC,AND CONSTRUCT CONCRETE O
TAX PARCEL 00318111/ J I¢ nvJ]ea.0 30' of-Ivry\\\\ MB: 61 PG 284 \ �,V��''/���'z r, DRIVES. p E
PATSY B.CAGLE /�f/•\) " ( \ JAMES A BURNS tll IC 3. DIRECT WATER FROM FES-1 TO SK-1 UNTIL PERMISSIION IS GIVEN TO
DB: 4746 PG: 694 t I. bW of \ \D8: 30127 BURNS
747 �� �r
/ 'SEX-PE 102 /t\ I/� / REMOVE SK-1.
ZONED NR -'1 �1�/ \\ ONED NR 1,/}07,e6.V:
; �;� 4. SEED AND MULCH GRASSED AREAS. i// \ .h'' nd1` SINGLE ROW SILT /I 5. COORDINATE WITHEROSION CONTROL PRIOR TO REMOVING OF EROSIONa441r
liri
/ \ y` 5fI FENCE(TYP) ;K M \ TI2I 2 I I SINGLEROW SILT � `/10
�•RIP RAP / I CONTROL DEVICES.
W/C/��\ �7 IIXfE1001/ FENCE(TVP.) NEW ROW „'sir APRON(rvPJ 3
♦♦ 24. . ►'1' -' 11,321JK1 SF 1v I TAX PARCEL 003-18-217
/�F/ �' I \ I i _, / GEORGE H.&NARY MCCALL
q!IX-011 .�.. I M�.. _- �� J oa eP ae r__- I�t� / MCALISTER / w
9. T fl ��' > -` \ _A4 `n / A n' .//b MB: PG757 /+ °' L f' +\�i �� ya/^^'"� ""• 6 i N5 5iA'w 3.6J' SE: 371PG: 195
3/`� � I �� .� :. (�d D.)he) ZONED NR cc
• �� A Yam. �i� r L� ��,4 P and
s1 . ` r Py. TAX PARCEL 003-18 219 MAINTENANCE PLAN o
\I I I \ ,V, 1 �i� �/1J"1�a�r o J, SHELDON J.OLSON / THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS
IV/ \)� INLET /I -per: / .4.``1�', ;I �/ or yAe _- °- MB: 6 PG: 757 COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE F wS
BP- w w /'- ) 19, 91.77 Drive PROTECTION f'�a 4� '_' r�('a ���l0i(,34.l`_<<1l•�fr ��ay-i y�`�'� So / DB: 7386 PG: 689 CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF a
/ [_� �nv.on.799.20 I F _ m, 3 A�;�I��e','�'1^�1A�1 �A�•� t 3
/ J I /�Ir, / �'�/ 1 {slOi4 .1/0406101 LAI IM4 -. ZONED NR ALL EROSION AND SEDIMENT CONTROL STRUCTURES.
I /� Passible Overlap /y'> , n!` SSS� t!/ U/( ` � \' / / 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND 2
161�.Ft. J 795' / • I� �.- / .�� ` OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST
DB:11251 PG 512 J I / / ���jjj
0G 30587 PG 171 / �y ® �� I. �l 'A`r'�'.p�.._ ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO
BB:�3 PG 395 / I
�'+ L /1 ®® t B se a 09 (M `��) �a THAT ALL EROSION CONTROL MEASURES ARE MA NTAINED AS DESIGNED.
DB:13x PG 2x / I i / Atip'411111," �/�/ ( ) pFoun °Boo sp/M ` l 2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY AND
/o/rA
/p gGFs MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER TOC J J 1Q7 / / ).1 s> \` MAINTANADENSEVEGETATVECOVER.
PP. TAX PARCEL 00318228 / \ 14,66B,B.q$/ L i CONSTRUCTION .......
3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER °s
PAUL W.BADGER / \I r/ / / / ��,� L ENTRANCE ^v soo.09 Fwnd ���� EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY MUST S
DB: 11251 PG: 512 2"PIp �` ....... BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF °�
ZONED NR / ', I / , �_ 1 Pa sere Go / (Disturbed) `0 4P,..... THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE 6
p// / , \\\ / / � k �Gnai^unx y°'I1'P Found SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE '�
2y `7 \ F De: >s3 PG:BOB ;3 Rwar EXISTING GRADE,PREPARED AND SEEDED.
U / illiti-
7 I ' / / DB:3o5R]PG 17f ` 4. SKIMMER/SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL
I \\\ /// / \ MB:6 PG 75>
/ 1, e / / REACHES THERE CLEANED
POINT BELOW THE WEIR ELEVATION.WASHED
--+// / /` \\ STONE SHALL BE CLEANED OR REPLACED WHEN THE BASIN NO LONGER O
ti h^ `�. \\\ ^d DRAINS PROPERLY. £
L.j s- R/,A, \ '\\` \\ 7/ lOat /AL 7'3" { 3/14 Pipe 5. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND WATTLES AFTER
y" J ^ /� 10 91 8F TAX PARCEL 003-18-215 EACH STORM EVENT.ALL WATTLES SHALL BE CHECKED,RESTAKED,OR '^
i �V'`7, \*±�,r� / �/ STEPHEN&DANIELLE AGNEW ' REPLACED IF NECESSARY. `` 2
AM MB: 57 PG: 486 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE 'F/-1 s
SS `� /R b I DB: 30573 PG: 134 TAX PARCEL 00318213 REQUIRED BY MECKLENBURG COUNTY CONTROL INSPECTOR.
o / GARY STEPHEN MCALISTER V4
ft�_� _ �� ��\\ \ _ (, / ZONED NR MB: 6 PG: 757 •
Fond /p� L \ - 4IR
' EROSION CONTROL NOTES r
O ss-Mx Angle bon 7 \ DB: 21348 PG: 36 E"1 �/ w m
<> aim:sDl.es (Bent) _� / �, Sham Dins ZONED NR a
\ \ -/ �( ♦ ■.- _� 1. OFF-SITE CONSTRUCTION OR GRADING REQUIRES A LETTER FROM THE 6 Z
/Inv.Out 73546 , -- ��'� /I Penc / x ? Q g
g Inv.In.795.55 Found \ \ - operty AFFECTED PROPERTY OWNER GRANTING PERMISSION. 1�"1 ZZ i
y As Rebar SILT FENCE STONE '�� •; - - /'t / une - 2. ALL"STD."NUMBERS REFER TO THE MECKLENBURG COUNTY LAND W o r, 3
O TAX PARCEL 00318202 OUTLET(TYP.)� 1.59' DEVELOPMENT STANDARDS MANUAL. 01
w VINTAGE PATHWAYS LLC T \'_ Pt11 §3Otl_ �yG
LEGEND DB: 18562 PG: 552 _ I TAX rARCEL 00318230 / I 3. ON-SITE BURIAL PIT LOCATIONS REQUIRE AN ON-SITE DEMOLITION PERMIT FROM er
- r ound SINGLE ROW SIL -'r T --M l- I CLINTON E. THE ZONING ADMINISTRATOR AND MUST BE DOCUMENTED ON FINAL PLAT. T
Ni ZONED NMX \ P RVP)`' . ROSEMARY R.TURNER 4. ANY GRADING BEYOND THE THE DENUDED LIMITS SHOWN ON THE PLAN IS A I O W
I TAX PARCEL 00316203 \ I"p3o FENCE
w / MASONLUCY,LLC i°��4. ��w/NmI •;�� ' MB: 6 PG: 757 VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS S O 2 a
O PROPOSEDDROPINLET Pipe �. V'c.na 1 DB: 4763 PG: 608 SUBJECT TO FINE. �rWTT�, Ari
DB: 31793 PG: 811 F�1 c
m ZONED NMX / / r'3/1-PIPp'E' / \ ZONED NR 5. GRADING MORE THAN ONE ACRE WIIHOUI'AN APPROVED EROSION CONTROL a pa :jtr
G TAX PARCEL 00318204 `I I f /FoutsM / I PLAN ISA VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND Ci
L PROPOSED CATCH BASIN / GREENHILL PARTNERS LLC TAX PARCEL 00318234 / 2•q'pe IS SUBJECT TOAFINE. H id
DB: 30271 PG: 910 KIMBERLY M.& 6. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES Cl)_ / ZONED RHO / CHARLES H.DRIVER TAX PARCEL 00318206 ` STEEPER THAN3HORIZONTAL T01 VERTICAL(3:1)SHALL BE PROVIDED AJ1 00
EXISTING PIPE DB: 30585 PG: 46 OVW INVESTMENT,LLC TAX PARCEL 318207 FI/ TEMPORARY OF PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS �/-. O E
e - MB: 332 PG: 205 / DB: 32828 PG: 260 ELIZABETH WHITE A11LCENT05
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM LAST C/
cZONED NMX MB: 332 PG 205 OS: 4673 PG 6 6 LAND-DISTURBING ACTIVITY. H7'7
a PROPOSED PIPE / ZONED NMX / MB: 332 PG: 20 TAX TqX PARCEL 003-18-208 7. ALL OTHER DISTURBED AREA SHALL BE PROVIDED TEMPORARY OR PERMANENT H
ZONED NMX '\0709 NORTH MAIN STREET LLC STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY ITl
O MB: 57 PG: 486 EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
8 W
DB: 30610 PG: 69 F
= -790- - EXISTING CONTOUR / / \ . ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
ZONED NMX REOUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.FILL SLOPES GREATER THAN 'F�1
1 1790 1 PROPOSED CONTOUR / \ �_ 10'REQUIRE ADEQUATE TERRACING(MCLOM 430.161.
10.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE
TAX PARCEL 003-18-209 ACRE THAT WAS NOT PREVIOUSLY APPROVED.
CY
CONSTRUCTION LIMITS / \ / DB:TAKE 13935 TWO PG:L MUST BE PRESENTED AT THE PRE-CONSTRUCTION MEETING.
LC665 /
11.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY
ZONED NMX 12.NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
0 0 0 PROPOSED SILT FENCE \/ \ 13.STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING
ti IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS z
• AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE 9
PROPOSED SILT FENCE STONE OUTLET CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
\ / I
c / 14.ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW STABILIZATION
TIMEFRAME TABLE ON THIS SHEET.
® PROPOSED INLET PROTECTION \ 15.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAIL BE
N REQUIRED BV A REPRESENTATIVE OF CITY OF CHARLOTTE.
[I>
o e '.x -s P p,,..:.:S,. .!`" £: ; z1 16.MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES PROJECT A:2a7-0002 DATE:7/2o/18
O 0 0 O POROUS BAFFLE .,.,7,�'gk,.; �....,-'-?.'a,',f..#`" IT 4..�w�, " f 'S.a'_'% , .' I.. ..J I MUST BE USED.PLANS SMALL BE SEALED BY A GEOTECHNICAL ENGINEER FOR DRAWN BY:JAC CHECKED BY:JAC
Site Area Description Stabilization Timeframe Exceptions
SLOPE STABILITY AND FINAL SURFACE STABILIZATION.
17.ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DWG AND
n SK-11 I ST-0 SKIMMER BASIN/SEDIMENT TRAP t CONTRAC TOR SFULLY Es NGMIE FOR CONTACTING Perimeter d:kes swafes,dtches and slopes Sdays Norte U.S.A.C.E.(401/404)PERMITS. TITLE
APP OPBL Eov 80020000umNG m47E Nxo unmes high Deal Water(HOW)Zones Sdays Norte GRAPHIC SCALE 18.ALL FLOW FROM PERMANENT/TEMPORARY DITCHES SHOULD BE DIRECTED EROSION CONTROL
5 AREPRIOR To BEGINNING CONSTRUCTION SEDIMENT TRAPS UNTIL SITE IS COMPLETELY STABILIZED.
% CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING If slopes are 10'mess In length and are not 19.ALL PERMANENT SLOPES STEEPER THAN 3.1 SHALL HAVE EROSION CONTROL PHASE 2
SuO MEN.ETc.,AS NECESSARY TOINSURE SAPE1y. ® Slopes Peeper than 3.1 5days 2� MAT EQUIVALENT TO NORTH AMERICAN GREEN S75.
steeper than 2.1,14 days are allowed I 20.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK.WETLAND,
.0 3. ALL PAVEMENT CUTS.CONCRETE DR ASPHALT,ARE TO BE ®Slopes 31 or flatter 5days 7 days for Popes greater than 50'In length. ETC.IS PROHIBITED. SHEET
REPLACED ACCORDING 10 STMIDA 50OFTRE 90618072,00 A
( IN FEET) 10.IF THE NEED ARISES FOR ANY OFF-SITE BORROW OR SPOIL SITE DURING
a` DEPARTMENT TRANSPORTATION ANO LOCALMUNICIPALMES
pa Al other areas with slopes flatter than 4:1 5 days None,except M perimeteB and HOW Zones, CONSTRUCTION,SUBMIT A REVISION THAT DEMONSTRATES EROSION CONTROL C-3 e 1
4. Vg21NOMNILL BE ACCORDING TO OM.5000 TRENCHING STANDARDS FOR THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN THE REVIEW
j AMENDED. FEE IF AN APPROVED SITE.
inch=
Ai

,,o6a
1 n T.4.1 rntlw
NOTES' \ 1' \ PLAN VIEW a 9 z.o 2
t.cuss DR DESIGNED um MN SIZE BY THE I PoPPIP ADD IENCM,51*11 000 DEPTH OF APRON TO Bf ow or Ham sawn NOTES' SKIMMER SEDIMDESIGN ENT�BASIN a„)IA a Oq tl
2.REFER TO TO CHARLOTTE MECKLENBURG STOMA WATER OESxW MwUAL FOR RIPRM •I�I 1. A MINIMUM OF 24.FROM OUTSIDE DIAMETER OF PIPE TO SIDE S < --�r••
E--1
F a.�
STANDARDS. OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL , l W ,F�'.'3
MATERIAL BACKFIUNG OF TRENCHES SHALL BE ACCOMPLSHED AREA 10 20. EMBANKMENT Z m
3.RIPHAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE DID OF TM ;V ..= (ACRES)
CULVERTPIPE CR AT THE DISCHARGE OUTLET AT A W1IMU1 SLOPE OF E1 MO A ��, ,.•] IMMEDIATELY AFTER THE PIPE IS WD, THE FILL MOUND THE O
HBO.NOT LESS THAN T M TAROS THE PIPE°WEER OR CULVERT MGR. PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6• ,Q
(-7
INN INFLOW W �•" n 4.THERE Sou BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF ME , UNDER NO CIRCUMSTANCES SHALL WATER BE PERMIOED 2:T STRUCTURE �'
EC..°CHANNEL THE AREA TO BE PAVED OR RIPGPPED SHALL BE UNDERCUT 8® Atif ROTH RATO 1
TO RISE IN NBACKFlLLED TRENCHES AFTER THE POE HAS BEEN -
THO THE INVERT OF THE APRON SHALL BE AT THE SAME GRAM(FLUSH).111 THE ♦- ii H tl
SURFACE OR THE REGMAm CHARNEL THE APRON swLL HAVE A cuHOF OR TOE SWILL L V S PLACED. F M ACTION REQUIREMENTS SH4.L BE ATTAINED BY f - ' •..•,.,1 "_- NOTES: r 'i a F
DO.STREAM END. F>491 THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER ,.N:V'j r', 0
g5.MRECAW.OF THE ENO THE APRON SHALL BE ED..TO THE BOTTOM WARM OR THE
S I R��D I OF BACKFlLL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED WIDTH TO 6:1 FiI z
1. REFER TO w
MAX MUM TAPER TO.CEMNG CHANNEL 5.1 c • `11't=`f� :l INTO PLACE. H RATIO NCESCPOM �/' r�T O
O.ALL SUBCWDE FOR STRUCTURE TO BE COMPAT10 TO 95.OR GROUTER �� 2 ALL BACKFlLL MATERIAL SHALL NAVE MIN PLACE COMPACTED DENSITY OF 95i. LLN SECTION 6.84 v e ' a
1�C 1�7.1:�..t.. uN 'Boo 11111l W - FOR
ORIGADDITONS �I
3. STANDARD PROCTOR.THE FINAL 2'BELOW FINISHED GRADE SHALL BE 100X. VOLUME (CU.FT. �I�I'.
7.NOTTHE PULING OF FILL.OTTER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SMML I 80 mt. I REQUIRED PER AC L EMERGENCY SPECIFICATIONS
BE ALLOWED. 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. OSTIA..) •ARM,OF BayN WATER SPILLWAY REGARDING
B.NO BENDS OR CURVES W THE HORI20 00 Al...of THE APRON WLL BE PERMUTED. ELAN 5. BACKER/MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFlLL MATERIAL. SURFACE AT TOP OF n'or'L HHMSR SEDIMENT
9.FILTER MEC SHALL BE INSTALLED ON COMPACTED SUE...PRIOR TO P.D..OF 3. WAY -- 2
RR LSD.FRS `- REFER TO SRO.
10.NM DISTURBED AREA FROM END OF 0➢R0N TO 100001NG CHANNEL MUST BE SROANA0m. REWIRED M. PER RIPLE FYM
05E USDA NOM00RAPH FROM NC SEGMENT AND MR05IDN CONTRG.MANUAL OR ...ME ---_ Y� s �.cl �!�.Z�, Ji-, ° ) CROSS-SECTION VIEW BAFFLES FREEBOARD W.5 MIN. EMBANKMENT AND INSTALLATION.
0 SPACING
I.
YECNENBURC STORM M.OESXN MANWL FOR DEMON DATA •r- •.•_ ._. A=
A l ''." INFLOW 6'MIN.INVERT EIEVATIN
RIP RAP SUMMARY CHART I� TO TOO 00 III- 011 STRUCTURE BAFFLES OF EMERGENCY SPILLWAY , i.1.5'MIN.
OUTLET La TI _ W2 _ T.
H FI FVATION II. � C.F. IA)116 1::::1
POUT 10 L 12-FT 8-FT 15. 1.5-FT 1-1II
FES-8 10-FT 12-FT 4-FT 15-IN LEFT IMF I DEWATERWIC
III II.I1ii- ZONE 'P £•• EMERGENCY
- wiw.l 1:11:1 If FILTER FABRIC . SPILLWAY
SEDIME` MOUND RIP-RAP ANTI-SEEP
S� • STORAGE ZONE COLLAR
.� =t1 - W AS PEDESTAL(ORNOT TO SCALE AA""
•,.%7_i 7.�.1•'.s', T m..... c HOAR RO e
L : !! A CLEANOMMRDD DEPTH IIIS) (GFJ (FTJME • •TO 5..T AM EROSION CONTROL 444.-' AEA ED DATEI 02/2007 SECTIONB8 APPROVED DATE'02/2007 11.52 CFS 1350 837428 1-FT11IN0INyoreo NOT TO SCALE . . --_.....-._"`., JJ -
MECKLENBURG COUNTY 'Y- RIP RAP APRON AT PIPE OUTFALLS MECKLENBURG COUNTY j"L ! TRENCH DETAIL MECKLENBURG COUNTY /\, `0 ,,,,. E�� 0
LAND DEVELOPMENT 'WSHt71 LAND DEVELOPMENT '` LAND DEVELOPMENT T: SKIMMER SEDIMENT BASIN •"'••00/ GPA�,
p -1 o0. OTHER THAN AT SWIM STD NO REV . K S0.ND REV Rr MAI N A �a
STANDARDS (20,23 / ` STANDARDS �; FOR STORM DRAIN 20,2g STANDARDS 30.02A "p
ARM ASSEMBLY S
rnaNW
STEEL POST 6'Mnx STEEL par. eMAX. 0
11l1w,l4�i- •.•R.i°","+••m.*• cc
) ,C'ENCLOSURE I O
"B.s I
_ R F B WIRE nNG G II RmR FAAMG o
I wNglOPFaR • .RAi Hmwo rn
Nv.Ex nLTER FASMc - WmcW FEAR DWRM 1h
5
WATER ENTRY UNIT
R
. ..•:4.•.•.•.•.•.•.•.•.Mi:4:•isL:v:•iiiiiiiii:^:4:4::4i'•Y:L::4i:^:?•:•:•: C�
PERSPECTIVE
a
' '-. .. '
1II n11- 11 IIII- 1.11 E 1 I E"1-II I I 1
' I I = I II I-11=1 II II I I I I I T I I 1 11'PVC VENT SCHEDULE 40 11 I 11R II 1 II II 11 II I 1=1 I I II I =II11 IIII =1Pvc ELBOW PIPE -fi I 1 -1-11f-1=li-11- -11=61- II M - l 1 1 1j 1 I I II TPVC END CAP 11�-I T l 11 11 11=1171=1I 11 11=11=111.11 11=11= 11 = , ITI i -111= l =i I IIT11Ti-1-I I ?I
TRENCH Q-II-II II-11- 11-11=11 I 11-11=11 I=1 II = Ti..eADXnLL
STONE,.„■ WATER SURFACE
Sw
{ • PVC END CAP K • UFNERN NOES. GFNFRAI_NOTF4. Ty
1. FILTER FABRIC 10501 OWL BE A MINIMUM CA 32'IN MOTH AND SHAL HAVE A 1. FILTER FABRIC FENCE SXNL BE A NMI,.OF 32-IN WHOM SH
ALL HALL HAVE A MINIMUM
SCHEDULE 40 OF 6 UNE BARES W.12-STAY SPACING.
WC PIPE PVC PIPE MINIMUM OF 6 UNE WIRESW.W M.STAY SPACING. m
1/2-HOLES IN 2.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 5 TO REMAIN FOR A PERKO OF MORE
PVC TEE UNDERSIDE 2. MWOVEN ORE FILL R FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERI00 OF �1A N[FNANCE NOTES: THANK 3°°0YS'
PVC TEE ORIFICE yy
PLATE 3. STEEL POSTS SHALL BE S-0'M HEGHT AND BE OF THE SBF-FROTSOEA ANGLE SAIL 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FlNWCMLLT RESPONSIBLE PARTY 3.TYPE.PoS15 SHALL BE 5'-0'IN XOGNT MD BE O THE SELF-FASTFHER PTNGI£51EEL F 5
TYPE OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL MO AT LEAST HALT DLWNG TYPE. O -
FLEXIBLE PROLONGED RAMONL ANY REPAIRS NEEDED SHALL BE LADE IMMEDIATELY, 4.LORE FENCING SHAM BE AT LEAST/10 GAGE WM A WNIMUM OF 6 UNE WIRES WITH 8' MAINTENANCE LOCATES:
HOSE 4. TURN SILT FENCE UP SLOPE AT ENDS. SIRE SPACING. O
2. Of THE X FABRIC DECOMPOSE OR BECOME IERFFE U.IS PRIOR ECE TO THE END 1. FILTER GRRM00 50LY B'T INSPECTED 0Y THE C DI.LLY RONLY DO N PARTY- Z
!: B 5. ORANGE SAFELY FENCE IS REQUIRED AT BACK LOFA SILT FENCE WREN GRADING 5 Of THE EXPECTED USABLE USE MP THE BARRIER STILL NECESSARY.THE 5.TURN SILT FENCE UP SLOPE AT ENDS. HIS AGSM pRMNFALL RE ENH RAINFALL AN AT(MADE ONLY DURING
ADWLENT TO SWIM BUFFERS.SIRENS OR WETLANDS (REFER TO SWIM BUFFER FABRIC SHALL BE REPLACED PROMPTLY. 5.LORE AND WASHED STONE 5 REWIRED TO BE SHOWN ON PUNS AT THE TOE OF SLOPES PROLONGED RAINFALL ARTY REPAIRS NEEDED SHALL BE TUNE IMMEDIATELY.
CAXDEUNEs).THE COLOR ORANGE 5 RESERVED FOR VISUAL IDENTIFICATION OF 3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF GRUTDR DON 10 FEET VERTICAL(2:1 SLOPE) 2.SHOULD THE FIBRIN DECOMPOSE OR BECOE INEiiECINE PRIOR TO THE gar.. EMIROXMENTNLT SENSITIVE NUS. THE HEGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REDWING IN PULE THE IXPEChD USAAF UFE MD THE CARRIER SHILL 5 NECESSARY,THE FABMC
6. DRAINAGE AREA CM NOT BE GREATER TARN 1/4 ACNE PER 100 FT O'FENCE. ATER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE 7.ORANGE SAFELY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING 5 ADJACENT SHALL BE REPLACED PROMPILT.
END VIEW DUSTING GRADE.PREPARED AND SEEDED. TO SHAM BUFFERS,51RU15 OR WETUNDS((REFER TO S.'M BUFFER 000000T9.THE / a�
FRONT VIEW CO OR ORANGE 5 REER ED OR 5 M DENT FIGTON O ENNRWMENTALLY S�S NE 3.SEGMENT DEPOSITSSHWLD BE REMOVED WHEN DEM.'S REACH HALF THE HEIGHT CIS ...
]. SLOPE LENGTHS CAN NOT EXCEED CETERA SHOWN IN TABLE 66.110.1 CAROUHA OF THE GRADER. SEDIMENT DEPOSITS RE.NING N PLACE AFTER THE SILT ALLY::
EROSION AND SEDIMENT CONTROL PLANNING AND DES.MANUAL ''R FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRIDS, g
8.ORONAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE PREPARED AND SEEDED.
8. DO NOT INSTALL SEGMENT FENCE ACROSS STREWS,DITCHES,WATERWAYS OR OTHER Plan Sheet Is Part Of The Overall
AREAS OF CONCENTRATED ROW 9.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN T.E 6.62A NORTH CARWNA Approval As Of The Following Date
SCHEMARC OF SKIMMER TAKEN FROM PENNSYLVMIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL.MARCH 2000.
EROSION AND SEDIMENT CONTOL PUNNING AND DESIGN MANUAL 02)25)2019
10.00 NOT INSTALL SEDIMENT FENCE ACROSS STRUMS,DITCHES,WATERWAYS OH OTHER
AREAS OF CONCENTRATED ROW.
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1�
MECKLENBURG COUNTY c MECKLENBURG COUNTY (0 Z MECKLENBURG COUNTY a ; HIGH HAZARD
F-�
LAND DEVELOPMENT 4 SKIMMER sm No eFv LAND DEVELOPMENT 47,19) TEMPORARY SILT FENCE sD NO PEv LAND DEVELOPMENT ^�k��y 0 1
F, STANDARDS ..�" 30.02B STANDARDS 30.06A STANDARDS TEMPORARY SILT FENCE
• 30,066IEt CID 1
z s
8 w 0m
s.
\ 0 z O
/GENERAL NOTES: GENERAL NOTES. W 1--I z
I 1. USE MINIMUM 12 INCH DIAMETER FIBER WATTS. q' QQ
W sTEn Eon 4' X. 1. UNIFORMLY GRADE A SHALLOW 2. USE 2 Ff.WOODEN STAPES WRH A 2 IN.X 2 IN.NOMINAL CROSS SECTOR g
MA WW cl
I t 1 D DEPRESSION APPROACHING THE A 3. ONLY INSTALL WATTLE(S)TO A HEIGHT IN DITCH SO ROW WILL NOT WASH MOUND
HARE PENCIxc ♦1NCM6 O INLET. WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
h (F MFUCAB) W UPSTRMSIONE.E. -�1EEI PAST 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE SPARES AT M ANGLE W m0 W M
j F SURROUNDINGI 5. PROVIDE STAPLES MADE BOTTOM
IN STEEL WIRE FORMED INTO A U SHAPE AA/ TI X a
2 DRIVES T y O 9
........ RP R•P ,-
RAW.AwED E INTO ME GROUND THE rvrv`�f
'l F INLET.SPACE POSTS EVENLY AROUND '. 4'MAX. ��W,k\ v0*01 1 NOT LESS THIN 12'IN LENGTH. j W M�' S
�(xc0or/5 OR/SIT) THE PERIMETER OF THE INLET,A 9-GAUGE HARDWARE CLOTH 6. INSTALL STAPLES APPROXIMATELY EVERY 1 UNUR FOOT ON BOTH SIDES OF WATTLE A
• MAXIMUM OF 4 FEET APART. - (}'MESH OPENINGS) AND AT EACH END TO SECURER TO THE SOIL
'� J-II 11 II II=.11 II 11 II 11=11 ii II 11 11=11 • >. INSTALL MMTTNC IN ACCORDANCE WITH SECTION 1831 OF THEN COOT STANDARD
II 11 II it II-11 II II II II-11 II 17 II '11=1 T F�
- -II-11=ILII-II-11-11=11-II-II-11-11-11 11 II 11_II:=.11 II. 1111.' ..}I{E' 3. SURROUND THE POSTS WITH WIRE w,,,M PRIOR SPECIFICATIONS.
5 __ __________ _____ .-..•1.-...- : _ 9Hi. . PRIOR TO POLYACRYUJMIpE PAIN APPL1Gnox OBTAIN A-I-1--1-11-11-11-11-11-II-8' MESHHARDWARE OH.SECURE 501E SAMPLE FROM PROJECT II4TATA11 11=11..1..1..11. I 1-- ERD ARE DLO E ( )
R�oFE
I II. I�_IL-II-1 ,•, ............................................................ :� MAW
:::::::::::::::::::::::::::::::::::::::::::::::::. .: Roc
11=II=11 11 II. 11=.II11..11-.11-II-11-11 II 1111=,II=1k 11=II=11: _ - THE HARE MESH 10 THE STEEL LLOCCUL MD FROM OiSIR IMTERWL,MD ANALttE FOR APPROPRIATE PM
.x it 11.i1 1-.11-11-11-11-11-I-11-11-11-11 I I:iII=1 1 II II=11= - - - \ FLOCCUWR TO BE APPLIED ro EACH wOR N----- -- __ POSTS BOTTOM. LAC TOP,MIDDLE,FLA o-11-II-II-II -i1-.11-11-.11=1.-_ -
f. II -I': :II-1_ EiEEEI€7€E[EivFcllEl[c[[FEEIIIIIIIIIIII: III �/� O
0 -=.11=1'? THEPLACING A 2-FOOT FLAP NCDOT 5 OR 57 9. STOREY APPLY 2 OUNCES OF 1 OUNCE
OR NMATTING N EACH
PM OVER WATTLE 0 1
:::::::::::::::::::::::::
O S V WHERE WATER WILL FLOW AND 1 OUNCE ON MATTING ON UCH SIDE OF WATTLE.
OF THE WORE MESH UNDER THEiiiiiiiiiiiiiiiiiiiiiiiiiiiMitEffilliMinifiliiiiiiiiii 1 OMHTRIC IFW
WASHED
2'
AS ED STONE
REAPPLY PM AFTER EVERY RAINFALL EVENT THAT STO OR EXCEEDS 0.50 IN.
E GRAVEL FOR ANCHORING IS
EQUAL
z
RECOMMENDED.
. W S
0 4.PLACE CLEAN GRAVEL INC DOT#5 16"MIN. rA4 �� p1°3 P r', m
a W
WITH A HEIGHT)OF 16 INCHESOPE •....... .
W m
__ 1 Ate►
AROUND ME'ARE,AND SMOOTH TO =E n 11 11 h 11 11=11=11=11=
I AN EVEN GRADE. 2I' -i II I(I-11 • • a z
GENERAL,NOTES: MAINTENANCE NOTES: 5. ONCE THE CONTRIBUTING DRAINAGE 1 1111--TI O `�
• V 1.SEDIMENT FILTER OUTLET SKILL BE 16 INCHES HIGH BUT No TALLER THAN 18 WKMlE5. I. F0.151 001501E SMALL BE INSPECTED BT nE RNMCMLLY RESPONSIBLE PM1Y OR ACCU MAS EDEN DIMENT.ANED,REMOVE NCDWT HE5 STONER NE WINO sA¢ WO• mM NV• OW g
H5 AGENT NEDIAIELT ALTER EA.H RAINFALL IND AT IFASI ONLY WRING ACCUMULATED SEDIMENN,AND WASHED
2.O.KS 1 OR 2 RIP-RAP SOUL BE USED AND COVERED WTH 4 INCHES OF.90//5 OR PRO N.,RAINFALL MY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. ESTABLISH FINAL GRADING CROSS SECTION/5>WAXED STONE ON THE UPSLOPE SIDE. ELEVATIONS. ALTERED VFE DITCH
D 2 THE STONE SHALL BE REPLACED PROMPRY NT.MY EVENT THAT M.CUMGED c
3.POSTS SHWL BE No MORE THIN 4 FEET MART. DR REMOVED T. 6. COMPACT THE AREA PROPERLY AND WAS .sn c
Tp a.SIE PYRE;AT AM POINT SIMILE CONCEHT6VlED FLOWS ARE ANTICIPATED END AT ME 3.SEDIMENT DEPOSITS SHOULD W REMOVED WHEN DEPOSITS MA.HALF THE HENRHT STABILIZED IT WITH GROUNDCOVER. • W w gg
1 R. ' M
DIRECION CA THE INSPECTOR. OF THE CARRIER. INN SEDIMENT DEPOSITS REMAJWNG IN PLACE AFTER THE SILT C III,
FENCE OUT.IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EOM. /
fflrgir
B B ONE ACRE MAXIMUM DPNHACE AREA PER OUTLET. GRADE PREPARE°MD SEEDED. 111111111 2 :
o1.
....----- .... Nig
-E` PR('UECT W:2017-000z DATE:7/z0AC
n uvnn CROSS SECTION Milk DRANTLBY:2AC CHECKED:2/: /28
N TRAPEZOIDAL DITCH TITLE
E, NOT TO SCALE NOT TO SCALE APPROVED DATE: 07/2010 EROSION CONTROL
NOT TO SCALE
a MECKLENBURG COUNTY �. SILT FENCE MECKLENBURG COUNTY s' '' HARDWARE CLOTH AND GRAVEL MECKLENBURG COUNTY DETAILS
•
X LAND DEVELOPMENT •-- F sro LAND DEVELOPMENT lrfl" Sp NO LAND DEVELOPMENT ! y TEMPORARY WATTLE CHECK DAM STD NO SHEET
STANDARDS ;!� RN
':;r OUTLET OPTION 1 30.06C STANDARDS INLET PROTECTION J �,. WITH MATTING AND OPTIONAL PAM so.�oc
30.09 STANDARDS
3 C-3.2

W C
lr+rl � i tit".I
1 I--1
^ W -—..
Hums: W 1 v 11
1. A STABILIZED ENTRANCE PAD OF 2•-3'WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE �+ .10
THE CONSTRUCTION SITE ONTO A PUBLIC STREET. H ra G
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. GENTLE SLOPES STEEP SLOPES0 Z "d.5 W z
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT TEMPORARY SEEDING FOR WARM AND COOL SEASON °a 8 o
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. TM$MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 100 lbs/acre tall fescue ,. Pa
STONE AS CONDITIONS WARRANT AND REPAIR OR CL[ANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEEDING 30 lbs/acre Sericeo lespedeza �I _
4. ANY SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. MIXTURE 80 lbs/acre of tall Issue (unscarified after August 15) EARLY SUMMER SEASON STEEP SLOPES H /� a 55
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 10 lbs/acre Kobe lespedeza z0
WASHING IS REQUIRED,IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN z
APPROVED SEDIMENT BASIN SEE STD.NO.30.11B. FALL:August 25-October FALL August 25-October 15 O
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(STD.10.24&10.25)TO Late winter:February 15-April 15 Late winter:February 15-April 15 SEEDING 40 lbs/acre of German millet 120 Ibs/acre Rye (grain) C
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. SEEDING To extend spring seeding into June,add To extend spring seeding into June,add MIXTURE Bo lbs/acre of tall fesue 80 lbs/acre tall fesue
DATES 15 lbs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagrass
100I MIN Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall seeded May 1 -August 15 October 25 - December 30
PUBLIC STREET tall fescue is very effective. tall fescue is very effective.
case....ND -
-- - __ = SEEDING Apply lime and fertilizer per sal tests,or 4000 Apply lime and fertilizer per sal tests,or 4000 SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
w = SOIL SOIL2.-2'-r zATAN FABRICIbs/acre limestone and 1000 Iba/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 DATES odd 50 lbs/acre of annual Kobe lespedeza.
D WAS.sraNE AMENDMENTS
fertilizer. fertilizer. Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent I—I
too'Mw. 4 Q hydroseeding. hydroseeding. 14
_ ___ LT,
1 1 SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
Ground Cover--Protective cove must be established on all disturbed a with @ lender days after
N
i land disturbing activity's completed or has temporarily ceased. Q AMENDMENTS lbs/acre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer. fertilizer.
m NOTE 2
-�- Graded slopes and fills--Protective cover must be established on all graded slopes and fills wit.slender days after ' r
a phase of grading is completed or has temporarily ceased. ""q+#CARp"',.,
Oi,r�4Es'p.„itis
APPROVED DATE: 02/2007 = _fi9 a
APPROVED DATE: 02/2007 APPROVED DATE: 02/2007 } -
NOT TO SCALE NOT TO SCALE 1.6
%MECKLENBURG COUNTY „- MECKLENBURG COUNTY q :,« MECKLENBURG COUNTY SEEDING SCHEDULE -°y FNG+NEE 4"-
LAND DEVELOPMENT ■` et • STABILIZED CONSTRUCTION ENTRANCE -scro Rcc LAND DEVELOPMENT Lot 6 SEEDING SCHEDULE soNa Rv LAND DEVELOPMENT �� p sD o REV `•�yyANA.OQe
STANDARDS 30.11A / STANDARDS a 30.17A STANDARDS �^,r (SEASONAL)
a SURFACE a,
:V.V.&_ GENERAL NOTES: Lu
OF SURFACE Awt re
VVV I. DRIVE 5'STEEL POST AT LEAST re
24•INTO SOLID GROUND.
2, USE STAPLES 1'APART R Z
v HORIZONTALLY AND VERTICALLY
O a;
i+ii( rll�' TO ATTACH THE POROUS O
MATERIAL TO THE WIRE FENCE.
ii
Il li r, j X Z
II Nr'. Ij II'r ` 3. MINIMUM BAFFLE SPACING IS 10'. a
IIr'N) �rl Ra
FlryM^ I fl' Ill f I IV 4/Oil
4. THE FLOOR OF THE BASIN IN
IIH I II II III f . X THE OUTLET ZONE AND BERMS 0
/ I 1 �!`"l� SHOULD BE SEEDED IMMEDIATELY
AMER NE alli' SII IIIiI A '�t+. ,�I CONSTRUCTED.
IS uIYR
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1.APPROVAL OF THE PLAN IS NOT AN AUTHORIZATION TO GRADE In.781.53 fliii
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