20080652 Ver 3_Stormwater Site Plans_20080609

r ' r Ugfl.•' : y O , 1 6"~ , \ . ''d Se. ri; ia( ~ \ ~ 4 r s r \ \ \v s~,,. I ; # 205-173-06 r r~ ' # 205-173-01 SITE DEVELOPMENT SUMMARY:
- f ~ CITY OF CHARLOTTE \ ' ' • . , ' _ EDENS & AVANT FINANCING II LP 7 , - , l ~ ~ .m._.._. ` ( x.... 1) TAX PARCEL NUMBERS,
r ..2, ,r,, :600 E 4TH STCHARLOTTE, NC , ; 1901 MAIN ST STE 900 ~ 205-173-02 f
COLUMBIA SC 29201-2435 r .28202 ~X ,;R \ \ , ~ _ p ~ 2) SITE JURISDICTION: N
d" ~ : ; , ; ~ EXISTING:ZONING; B-1S CD i' , / L6 ~ r ~k t„ \ ._,r J • EXISTING ZONING: TOD-M ~N.,: ~-y r7 : ~ ..,r ` r
f , t l ~ . , , '~''+rr I~ _XIST NG US •GOVT-INST.. ~ : ~ ; ~ \ 1 } EXISTING USE. COMMERCIAL F I E. , , CITY OF CHARLOTTE ' U
f ` # 205-173-10 :D REFERENCE: 9675-229 ~1~`' ; ~ ~~!y ~ DEED REFERENCE: 1754,0-337 ~ \ r ~ 3) TOTAL SITE SF ACREAGE a; N
~ ~ ` CITY OF CHARLOTTE. f ! r. \ \ , : r r , 1 ' \t r . ~ ; ~ 600E 4TH ST ; ~ : ~ ~ , 2,037,649.6 SF (46.778 AC) ~ o N ,
/ <; "R~ D PARK. " . , „ ~ , : CHARLOTTE NC 28202. 5 / : r ~ ~ ,,r~ ~ M ~ 4)EX U^
, r , EXISTING ZONING: TOD-M , r T,,l i ~ rh' r.~ x : \ . ISTING ZONING & USES
, ; , . , : ~ EXISTING USE. VACANT . ~_.w. p , ~ TRANSIT ORIENTED DEVELOPMENT- MIXED USE{TOD-M) v ~ o
~ , GJ 7p, / ; ; , " \ > , r :ate \ . y /S'.. \ / a r.r" ~ DEED REFERENCE: 20281-747 F. , :.,r ' ' 0 / -VACANTI UNIMPROVED
7C ~,.p' f.. , C ~r 11 \ ~ ~ ~ EM w~ r 5) PROPOSED USES, ~ a m
z e~ / ~(,N~ - ) ~ ' '6, . i - " r7- < ED SYRIAN IONNEQTION n'• r r ,41, ~ -TOWN HOME 0 M
.r ~ r A~TSRAf~KANDRIDEFACILITY ;k ~ , , • : , a f,~- r . ~ ~ : f FUTURE , ~ , \ r / ~ F r t ~ ' M1D-RISEIHIG -RIS w W o ~ . -APARTMENTS Z o
c < Fa: ~ . ` 1 H ~ r • UTURESTREET ro . \ ~l : ~ , , , cu W. -~:.:f%' o Y.: ; ~ r RESID NTIAL ' rCONNECTIONS ~ s , .\r -CONDOMINIUMS
# 205-171-26 ~ 1 , oho. ,...s 1 \ ` ~ ~ • r r u^ DEVELOPMENT ' ) ! n~N'j`~~ . yS~ t• . \ ,-5 _ L~'`' _ 3 -CLUBHOUSE. cNV
~ ; : ' ~ JIM S BURTON AND JANET E ou .w- ` , - rP / n, \ ; \ k . ( : BURTON : , , µ.;w,, m ~ - ' ,f ~ s,. ~ y , \ ~ . ~ ~ ~4 u..! 6) DIMENSIONAL REQUIREMENT
j ~ BUILDING SETBACK;
, 7716 ENGLAND ST #B ~ _,~_LB 1::..~,,,~ : f \ - HARLOTTE NC 28273-5954 . ' > : i ~ 51 ~ \ ,,r~ 16 FEET ALONG. PUBLIC STREETS (FROM BACK OF CURB}
EXISTINGZONING: BP ,1:.. I,•.,.:., ? , 2 ~ UO - - ~..~.._.;r"-~, SIDE YARD,
, ~ . Q . : EXISTING USE• WAREHOUSE ' r~ i . : l ~.:..H:,,.. , i +o , L.,._ NONE REQUIRED
i . M.. n 1 DEED REFERENCE: 07680-715 , : : i L , . ,,~J , . _ 1.•S . + ~ ~ ~ ,r ~ . ~ L ~4 REAR YARD; ' , ~ n
1 , y 4 ~ I , t 0 ..w.. NONE REQUIRED .J
~ , E ' ;1 y.. - , f ,r ~ : Q
. : l ti b~... ~ r I , r rya r~ i#: ` T , 1 i
, ~ I GENERAL N07E: Ap
• , „ i ~ <m , a . \9~ 1. PROPERTY BOUNDARY, TOPOGRAPHIC INFORMATION AND WETLAND O
/ a VG TER•OUALITY m ~ o ; B XTON STR ET` - rn I , j ETE`N'TiON AR t- z / • `y SURVEY PROVIDED BY:
' o; 5T RIGHT-OF-WAY • , f CAROLINA SURVEYORS,INC. i
r _ " , ' 0 ' i ; rfl ` ; 1 L+ , ~ ~ Gil , ~ - NO ~f P.0. BOX 267 PINEVILLE, NC 28134-0267 _
! t a ~ , ° ~ r` • • 2. GEOTECH INFORMATION PROVIDED BY: ~ ~ ~
, ~ rr - o # 205-171-32 , r-...,., X, FUTURE _ I r „r U„~ ~ _ Q ' ~ tL 1 TAI AND ASSOCIATES, PLLC ~ o c
I ~ ~ , it ; , f ; ' GB ARROWOOD LLC. ' , ; , . . ,::h MID-RISEIHIGH-RISE , ;a `.v . ~ v ~ ~ ~ 5564 MCNEELY DR., SUITE 101 RALEIGH, NC 27612 c ~ a` U
7730 ENGLAND ST z r, i is i , " : is RESIDENTIAL ' \ , ,m ,,N 3. PLANIMETRIC INFORMATION OUTSIDE OF THE PROJECT BOUNDARY AND `o ~ a a
• I CHARLOTTE, NG28273 ~ • • - ~ I r _I 1 DEVELOPMENt , : d~ N or ;f I ~ ' ~s~ . ! EXISTING ZONIN : BP I , •M ~~~m... _ ^ , ~ ~
f ~ , , k , EXISTING USE: OFFICE, ca _ I au. ~ \~no~' , c,, : ~r ADJACENTPARCEL INFORMATION PROVIDED BY; o N N MECKLENBURG COUNTY ENGINEERING AN z
, - ;;':Y : ~ : ~ ( t Yom-, , DEED REFERENCE. 9097 887 - • ~ ~a0. ~ , c:~ D BUILDING STANDARDS } DEPARTMENT DELD DEMOGRAPHIC, EMPLOYMENT AND LAND c 1`;1 (
, , ' : - 1 : ~s , ~ v ~ ' X .DEVELOPMENT) INFORMATION SYSTEM
i~ : ~ - - ~ I I l mm - DOVERIDGESTREEL• '
, V ~ ~ ' • ' 1,: , , ~ ~ r ~ 4. THE DEVELOPER WILL DESIGNATE THE PUBLIC STREET SHOWN WITHIN THIS
• e 'I . : r, ( to - ~ , ' , _.,.1 SET AS "DENMARK ROAD." HOWEVER, IF THE CONNECTION FROM
, ' e.. „ ~ _ ~ , " _ t 1` o _ ~I; N • • 1 ~ DENMARK ROAD TO SWEDEN ROAD HAS NOTBEEN INITIATED 24 MONTHS ~ AFTER THE COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER WILL
b Q I r , _ 1. G : t ~N: CONTACT THE CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT AT
..I~ I~ ~ , • I _ T. , . , ~ h • , ~ . ,F : , ' ) _ GAS LINE ,i~ _ _ _ ~ ~ ~ [phone] TO REVISE THIS STREET NAME
IMPERIAL C ~ . ~ r : r~ . : :y ~ c L COURT - , , t3sv t J C`:::. 3 ~ ' n l
t Chi tJ.i CC ~ T-OF-WAY _ 1:,... r i' ` ~ 6', ii ,p - - - ( „ : , , FER LINE. I ; ~ ' .NOTE:
w. " ' ~ _ I ,C..... I - z o i',' THIS CONCEPTUAL SITE. PLAN IS SCHEMATIC IN NATURE AND IS PROVIDED TO
L • ' ' • I , „ (130' RAIL RIGHT OF WAY) a SHOW THE DEVELOPER'S GENERAL INTENT, LOCATIONS AND
~ , . : , I ~ , . y r,~ 1:: # 205-173-01 ORIENTATIONS OF FEATURES LOCATED OUTSIDE OF THE PROPOSED
- - - 1. r C ~ , • , ,o ' . ' CITY OF CHARLOTTE AND EXISTING RIGHT-OF-WAY ARE SUBJECT TO CHANGE PRIOR TO THE ' TODlMULTI-FAMILY REVIEUI~SUBMITTAL,
j 0 ; : , ~!1MITBY MOORE STREET / ~'r f c5 r1 : , t I Z ~ ~ , _ " ST RIGHT-OF-WAY i,, , r - - M ,C !a ' 600E 4TH STCHARLOTTE, NC .
, C M ~ ' D ~ r '•'°28202 z ~b ~ EXISTING ZONING: TOD-M
: : ~ z ~ ~ ~U:.:. ; , . I ' ~ FUTURE 6~E„IDENTIAL Y, ~c. 1 ~ ' .EXISTING USE: GOVT-INST Q
• , ~ ~ D £ ri;'" t, Q ' .,,r ' I r,r bE LOPMENT , , r ~ I`,,. DEED REFERENCE:17540 337 ~ F-
r J 1 Vl
' : . ' / t ~ ~ ~ A ~ . - t ~ 1 a k i ~ ~ ~ It
205 171-27 ; , p~ _ : ~ I ; ~ ° `H - I
' ' ALISAN J INC 0 : - , . : - FF 8Z ~ ~ • 0 a;, 750 IMPERIAL CT
C p ,,y CHARLOTTE, NC 28273 , mo ,oA ~ ' 5s I / ,,.6 ti .a ' .
: # 205-173-09 " a ; % ` "t.. _ r-~° •EXISTING ZONING. BP „ r I _cl,.- ~ ~ ~ ~ -Hiil Ind-___-_____-._: ~ 0 l~ ~ ~ + ~ ~ y
' I. V 1EXISTING USE: WAREHOUSE LEMRAG INC I y I ? r ~ _ • - M ~ ~
~ a 8030 ENGLAND ST 1 -AINSLIE' REET `~:..ti u; r~ .a,.- . ; : I DEED REFERENCE: 07540-125 ~ - ~ ; 4. :i Rl ' r i ; , ; , A CHARLOTTE, NC 28273 : 'j i~-•-- , . C , I I SUN ~ Q t YS
s : l + f ~ ~ _ I z , EXISTING ZONING• BD ~ I ,I~ _ I ,
_N , \ , EXISTINGUSE._OFF.ICE • , I J R QUALITY/ ; c~`~ ~
`WATE - : ~ ' ~ ~ .DEED REFERENCE: 8727-986. - - rt r ` ...M.. I~ , N ARE U ` I ~ : ~R VrH Z u.i
I 1~ W; r W i ~ r r- ,~1 ; • r, °~/VINC~Of~`OAK CT. E % ~ s~ ~ I x~ l ~ ~ ~ ~ ~I r
C'a Cr) Ca. ~-C~ A °•~I` ~ ` .i • C:~` ~ ~ 1J \ u^~ ~ .Z •~w-- Z . a b S~-Efi ~x.~ . _ ' Z
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/ VESTMENT o:~'~' ? ,..,:WI~TERQUALITYI ~ ~t \ : ~a 2n; EQUITY N a T a ' r ~ ~ F T - ~ r, b 4 0 .a fi :'.t m z I w cn U Z
PARTNERS LLG cn ~ - .,....,,DETENTION AREA f "L,-_ ~'£g,ss' £~ih"ti`s~EYa~.t M~~ 3ys,~;r"~ / i , 8" i"`' I I S ~ ~k~.s SX ~s s: r, ~x ,~f 'OC~ S: 1 u.Et rZ '~a / ,I , :m Z ~ ~ I ~ ' J
, X 7007 w ~ : ; i « a] J
CHARLOTTE, NC 28241-7007 - - N ' - ' _ . c o • e f ' . , EXISTINGZONING. BP i < ~ ` ' p _ _ .-'.__...'r. ~ ,r: ~ . , ,r ty. .Q
~ . ti, I w.~t.°ry' Cp .._r rr. ` P ~ • mac' , \ -EXISTING USE. OFFICE Q~ • r. , I . , I ~ ~1 . i (7 O Q W
,1 r. .,,....:DEED REFERENCE. 8308-342...~m:-:: c,:: ' o, _ _ - ~ . ~ c , `
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# 205-171-30 . ._:W:~ ~I i , r ; . ,,.-IMAD F ZEITOUNI ' L-~, , , : ` .~,m_ ` - A~
II , b; i ti - 8809 HATTON CT : f =1 c ? $EFORE'YOU DIG!
: • # 205-165-09 ~ \ , r/ , :,.-CHARLOTTE, NC 28277 ~ j : o~o ~ •d o: , m ~ CALL 1-800-632-4949 . n N.C. ONE-CALL CENTER
~ REAGENTS INC oz , ~ / . EXISTING ZONING: BP , . ''f - f` c ;,Q 1 0 ~ , _ o ~
/PO BOX 240746 o,~ . r"•~' EXISTING USE: VACANT LL ~ CHARLOTTE, NC 28224-0746 s ~ - i1;..':- o 39 ~.32; ~ oo ~ IT'S THE LAW! ~o ~ ,
,DEED REFERENCE:19730-493 ' y . , g' rOTA ~ ss o' (I VICINITY. MAP - NOT TO SCALE " n ~
f:: EXISTING ZONING. B D,I 1, 12 , ~ , , , 2 ~ # 205-165-08 , f , ~ o , r.,,: EXISTING USE: WAREHOUSE ~ :.,5,~ , ~n : ~
~ : , LLC C W HOLDINGS OF k;::>.: ~ . r DEED REFERENCE: 03982-796 ~ f , _ ,
_ . . - „ !w~ a ~ ~ ~ i, 4765 SWEDEN RD 1 N r~~, qi~.. o ~ O i _ ~ o ~ Rp~
, / rte. ~ ; CHARLOTTE NC 28224 z ~ r , o ! ; ~ t ; • , ' o a
, I _ \ ~L,~: EXISTING ZONING:1-1,1-2 ~ : - pppR
' # 205-165-04 ~ o' ~ • ' ~ EXISTING USE. WAREHOUSE
_ ! ' B : CITY OF CHARLOTTE ~ _ ~ DEED REFERENCE: 17644-302 ~ N ~ J I III b 4
600E 4TH ST : ( - I ~ ~ # 205-165-10 I 1 . ~ f ~ ~ , • _ y , ~ , ~ A : ~ ~ ~ I ( ~ SITE,
_ , , ` i o~ ~,,r- l i LLC ~ ZONIN : -2 f' , , • ~ j EXISTING G
r I ; EXIST?NG USE: WAREHOUSE " ~ I r'..nEO-.._.. q 1 ~P~RO~D. HFeR pNS F;
~ ~ GTE WIRELESS INC i ; ~ ; ` 4700 SWEDEN RD ~ < < : DEED REFERENCE: 04147-370 ~ ~
, . , 0'~ ~ ~ -z.~_ ,a CHARLOTTE, NC 28224 660 ,
, , ~ , ' I " i EXISTING ZONING:, I-1, I-2 ~ ~ II ~ ~ J t ~ I ~%p'
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v r ~ r / ~1 ~~`l- ~ ARROWOOD P. ~ r ~ FACT 0)~~ r FACILITY RESIDENTIAL STREET-WIDE.SECTION.(WIDE STREET'SECTION IS BASED ON ~ N ~
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f r , ~ I 366.750 / ~ I - - ~ 0 N rn N EXISTING 2'-6"CURB Z W N N
r r / L-21.206, R-13.500 ,f ' ~ D=90.0000 ~ AND GUTTER '-6.. I _ 22' 0"'~ _ 2-6
d;; ~0~ ~ N12 07 48.89. W ~ ~ r , P~ ry / ~ ~ 2' 0".CONCRETE BANDING 11' 0" ~~1-j~ r,' ~ -
~ 'S~ P 27.316. SAWCUT INTO EXISTING PAVING ' ;
° ` 04 ~ b ~ \ END OFARROWOOD STATION • ~ . T' ~
P,,. ~ , , + DRIVE RIGHT-OF-WAY ~NT.D rC~i' ~ I,I~L~~i ;~:V1.AIN~'EN~NC~ ;
. \ ~ / 3 .j PARCEL.; 4 ~ am A~ d Area :159491.92 SF %in BITUMINOUS EXPANSION-:-, - -
9 3'. ~ ,n. Q ~ \ ,gyp JOINT. ALLOW%in RECESS
BELOW TOP OF SLAB TO 3
~3~ L=21.206 R=13.500 . 1, 0-90.0000 SEAL WI WATERPROOF SEALANT ~ ~ °
SANDBLAST 1'-0" TEXT ~ ~ ~ '
_ L=19.443 R=1 . ~ " ~ ~ ~ .3500 "END OF PUBLIC MAINTENANCE" L~' '
j 89A5~ \ ~=82.5207 u ~ ~ '"fd71 ° 24' 05.15"E ° . ~ 'so CONTROL JOINT TO BE ~ '
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o rn I A-3.8710 ° ~ ~ 201.5 - - . 0 4=10.1365 PARCEL : 2 (k
I ( I Area : 29077.86 SF o L=19.658,R=13.500 I 3 0 00 Zee I 1. WATERPROOF SEALANT TO MATCH CONCRETE COLOR. _O
I I I o ~=83.4325 I 2 00 f0 N o ` I 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600psi @ 28 DAYS. 1-
I° i u I 100 N S14 51.48.55 W I RIGHT OF WAY, TYP. N ~ 3. CONTROL JOINT SHALL BE SPACED AT 10-FOOT INTERVALS. ~ ° ~ 4, CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVE METHODS. (n
- - - - I 15.936 r ~r 4 I T1 I 10'x 10' SIGHT TRIANGLE, TYPICAL 8' SIDEWALK, TYP. G,,, o ~ ~8 - ° I WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1%in SHALL BE OBTAINED: ~
Q L=21.495, R=121.500 I 1 CL OF ENGLAND STREET TO FACE OF - I _ _ - I ~ ~ i 5,TOP bin OF SUBGRADE BENEATH CONCRETE BANDING SHALL BE COMPACTED T0100% STANDARD PROCTOR
2.5' CURB AND GUTTER, TYP. G,,, L-21.206, R-13.501 CURB TYP ~ d-10.1365 I = = I I ) ~ I L 21 206, R 13.500 I 16' SETBACK LINE, TYP. =21.206, R 13,500 DENSITY. ~
I ~7 I D=90.0000 I D=90.000 I I _ _ 8 PLANTING STRIP, TYP: D=90.0000 i I 6. "END OF PUBLIC MAINTENANCE"TEXT SHALL BE SANDBLASTED OR FORMED INTO CONCRETE. BANDING TO OBTAIN
I o o: L-21.206, R-13.500 SIDEWALK EASEMENT, TYP. L=21.206 R=13.500 w• I I I ~ ~ ~=90.0000 16' SETBACK, TYP. I L: A MINIMUM DEPTH OF%ain. ® Q
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I m I - I D ' " I Area :65263.41 SF 0-90.0000 ~ I ` A I (STA. 7+93.42 - STA, 8+41.65). CURB & GUTTER TO BE REPLACED ONCE EROSION z C _ 1.0 1 ~ , 7 ! ~
to D o N I I I m. ~ z + m~ o I I ~ I CONTROL INSPECTOR GIVES APPROVAL TO RELOCATE CONSTRUCTION ENTRANCE ~ ~ ` 0 ~ ~ J
I I Z f N 00 OZ PER PHASE 2 EROSION CONTROL LOCATION ~ ~ ~ _ _ ( 0. > ~ _
\ I 3 0 I _ I 400 I I-. N - N •
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o~ I Area : 42363. 7 F I = o 25' EOP 9 S ~ 90.0000 - - =21.206, R=13.500 I ® O ~
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I o- No l o~ o a o 0 0 ~ E <1:: ~ 3 I : ~ ~ DOVERIDGE STREET o ~ o 0 0 o DOVERIDGE ST DOVERIDGE STREET o°_ ~ BEFORE You DIG! _ ~ CALL 1-800-632-4949
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o-9aoooo I 0 00 L 6 ~ a 1 Uo c. BLUEFIELD STREET
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S25° 00' 00.00"W~ 'I' ~I''"{"~l THIS SHEET ~ ~ STREET-DIVIDE SECTION.(CLSDM # 11:03 ,E s . /f~ti;,
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ii~(„ a 3i~'rvs 2° a4.,sa~\\z, ~.s~, ~=,4 ~`~a 3i ",~`~~fiS ..f.- 2\ ~ I"~~;a ~3',I~ s.~ r \ £ vas s ~ ~ Ca s c ~ ..L
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£ t, ,'II~I~~ g__ a~`,iy i , ~E~yy (Y~ u u £4~g' ~9 a r r,$ Z~,\~ n ~ _ ~ ~cc~ ly„ ~ 1 ~ ~ WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES; A MINIMUM DEPTH OF 1Yin SHALL BE OBTAINED. 0
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ROADWAY NOTES:
IMPERIAL COURT ° ~ PARCEL : 6 0 0 o ml o ~ ~ ~ 1. THE FOLLOWING PUBLIC STREETS WILL MEET THE REQUIREMENTS OF THE g ~ ,
o . 0 5' RIGHT-OF-WAY o . o ~ Area : 75067.87 SF N M o ~ ~ < RESIDENTIAL STREET-WIDE SECTION (WIDE STREET SECTION IS BASED ON c-1.14 ~
c' N ro M d' N c Q ~
w S~ TER INE I ~ N D I ~ 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES., PAGE 110): ~ v N
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+ N ~ ~ _ _ 16' SETBACK LINE TYP. ~ 4's .1 L-21207, R-13.501 ~ o ~ a ~o ~ 1 .o ~=90.0000 L=21.206, R=13.500 0 MH-1 o w° o I ~ oo ~ d. SEXTON STREET u E
RIM=6402 22.0 L=21,206, 7 00 _ N L=21,206, R=13.500. I e. DOVERIDGE STREET ~
' t. 0-90.0000 ~o N I -~''.w- X15.0. ~ - - - .~=.flp.0000 N
s ~ f. WHITBY MOORE STREET. ~ o v ~,M o
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®e ~ ~ . ° ~ ~ ~ ~ ~ . ~ o ` ~ . ~ ~ ~ ~ o MOORE ST~REE_Ta~_ IT ~ _ ~ IT ~ ° 2, DENMARK ROAD WILL MEET THE REQUIREMENTS OF THE AVENUE STREET Z ^ - SECTION. (WIDE STREET SECTION IS BASED ON ~ M
_ ~ ~ 5T RIGHT-OF-WAY N c+~ ~ 5T F 192.031.- • - - SEE INSET ~ Rl ~ 5T RIGHT-OF-WAY ~ 0 7 cNV ~ 10-22-07 APPROVED DRAFT OF URBAN. STREET DESIGN GUIDELINES, PAGE 76) c-~.~4 -
THISSHEET ° II
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~ N 1 65 00' 00 0" - - - - - - - - - - - - - ~ m ~ + KDW24 3. IMPERIAL COURT WILL MEET THE REQUIREMENTS OFTHE RESIDENTIAL „~I;,1.
Q u~ N80° 00' 29.69"W ~ ~kt1 ~h~,~ ' ; - _ _ L=21.206, - z ~ I ' . ~ , L-21.206 R-13.500 !I i=21.2os, R=X3,500 , ,I STREET-DIVIDE SECTION. CLSDM # 11.03
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~ 8'SIDEWALKTOTIE .'r ~~150' I+ I ;I ~0 R1-1,30"x30" 5 1 r O ~ ~ ~ D ' i ~ ~ TO BE c~1.1s 2.5' CURB AND GUTTER, TYP. , '•.9 2,000 i.- a~~~ 4. AINShIE DOWNS STREET (PRIVATE) WILL BE BUILT TO MEET THE REQUIREMENTS OFTHE -
WITH EXISTI~G SIDEWALK . , ~ INSTALLED BY DEVELOPER a.1a ~ / I~'"I~ ° I II 'I~ m ~ -
i i 1 ; ~,I~ ~ N25 00 00.00 E ~ ~ CONCRETE BANDING ~ I r ~ . ` 8' PLANTING STRIP, TYP. - Z ~ C.,.,S ~ 4 ~ - I~ L 2.000 I RESIDENTIAL STREET-WIDE. SECTION.(WIDE STREET SECTION IS BASED ON = 11sa =
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PARCEL: 11 I END OF AINSLIE DOWNS STREET a I° ~ ~
's ~ ~ Area : 566491.75 SF RIGHT-OF-WAY
T. i STORM DRAINAGE K A R D - ~I o , ~ ~T ~ ~«r,~,+~ EASEMENT TYP. SANDBLAST 1'-0"TEXT - ~ ,
_ _ "END OF PUBLIC MAINTENANCE" `
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. i~,,n f {€~!~~S ~r~~~~£~x 1 WATERPROOF SEALANT TO MATCH CONCRETE COLOR. O
_ Z. CONCRETE COMPRESSIVE STRENGTH SHALL BE3600psi @ 28 DAYS. Q
4t~~~ .~~~s~ in ae~ ~ o s I ~ 3. CONTROL JOINT SHALL BE SPACED AT 10-FOOT INTERVALS.
r 8' SIDEWALK TO TIE t~ WITH EXISTING SIDEWALK ~ y,~~~ Gr,~l t ~ ~t~ ~G Y4~ 4. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVE METHODS. V J
t , ~ ,,i~:r; 2,31"E ~ ~s I Grp°~~= ~~~~T~ WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 zin SHALL BE OBTAINED, ~`~l=;h~ ~ GtS,~ 5,TOP bin OF SUBGRADE BENEATH CONCRETE BANDING SHALL BE COMPACTED T0100% STANDARD PROCTOR o
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~ ~ , WATER UALITYI DETENTION POND 3 t ~ 3 5~~ 0 F T )Z 5¢;SYS it II ~ , ~ 6. END OF PIIBLIC MAINTENANCE TEXT SHALL BE SANDBLASTED.OR FORMED INTO CONCRETE. BANDING TO OBTAIN ~ L
°a a5. I ~ 36' 24.18"W ~~[ta:~~ ~ ~y ~ ~ 9~. t ~y ~~A s6y~s; 'Y~~K~~~~i~ I~~~ A MINIMUM DEPTH OF %in. Q I ~u~~~~,~ ~~b~~~~~~~,~~ , ~r~ ~,i~~~~~" KEY MAP NOT TO SCALE/ F-
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6 ~ ° i II 6 N33 07 05.32 W N.C. ONE-CALL CENTER ° - IT'S THE LAW!
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N;L2007\1007154\CAD\DWQ\7154-PLN-PLAT.dwg, C-1,8, 6/5/20081,1520 PM, jkaiser, LandDesign, Inc.

- : , EROSION CONTROL NOTES:
~ ~ : ~ 1. ALI
, (i~ \ / ~ 1 , ~ . . ~ 1. ALL STD. NUMBERS REFER TO THE CHARLOTTE LAND.bEVELOPMENTSTRNDARDS MANUAL (CLDSM). t. 2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING N
f' ' ~ CJ / I ` ; ' ' ! ~ • • 4 ~ ~ ¦ ¦'e ~ ~ > ~ \ ~ ~ \ \ . ~ ~ 2. ALI ,
I : , D,A. _ 12.39 C. ; : ~ ' i { ~ ' ~ \ \ AND DESIGN MANUAL.
I ' DENUDED =10.82 AC. y \ , ~ , \ ; / , I
a I , , TOP OF BERM. 62 ~ ~ / ~ 3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ! Z ~
, L-19 2 ~ , ,.,1 , ~ ~ ~ WEIR: 623 ( ) ` ` AN N N 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY EROSION CONTROL ~
a, ro :BOTTOM: 619 , ,a ~ , ~ `i N y ° ` i ° i A ~ ~ ~r' ORDINANCE AND IS SUBJECT TO A FINE. ~ ro M
i : _ ~ ~ n • z , • `m~ , _ w ` n o z a DEWATER. SKIMMER WI 3 ORIFICE' ,;r ,coo f . I \ { : ~ a y ~ N>r z z ' n N w z ' r~' Ir-'~ ~.tl ~ ` ~ x ~
: \ 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITYICOUNTY U ~ E EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. v u: o
SS r ~ y R _ ~cn2 L U
m / ~ ~ 6, 6, ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO THE EROSION CONTROL ORDINANCE ~ ~ uo E M
FOR ADDITIONAL REQUIREMENTS, ° v r,y;0 L M C
, ~i~C . ~ , ~ 1 I ~ , ' , +1 o tip:. ~ ~ ~ : , ~ h 7. AD 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BY A REPRESENTATIVE OF THE CITY ~ m ~r ~
I 4 I ~ a~ \ \ a l ` R l II _ , ENGINEERING DEPARTMENT. M ~
, , I i J s, N
' - I I . I ~ ! ! ~ , ~ \ JJ 8. SLR ~ , , ~ ~ . r 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL TERRACING.
~ - 1 , w ~ ~ ' ~ tt ~ ' 9 ~ \ 9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL
I I T - . ~ •~a TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS
- : _ • ~~¦,w , ~ ~ 1 : \ ° I . " INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, ~ ~ ~ u
r- ~ ;I ~ , , SPOTLAREA , ' ,SG-._.. ~`~`t' \ TH y : THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION ANDlOR WASTE BURIAL
: ,i \ LO , \ : 1 . ~ 1 y : , _ . LOCATION TO THE EROSION CONTROL INSPECTOR. • o .E o~ . ,y,
: : r --P ,..._„w I ~ ~ 1 DENUDED L MITS 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT _ S _
~ ~ t _ - a,:~ y I 1 I ,o, I I Wt , l ,~k°. ~ - _ . •r,. TYPICAL .'c PRE-CONSTRUCTION MEETING. _ $4
, U , t 11. APPROVAL OFTHIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS ~ F R Wy
mA~' _ ~ \ 1, >..,G. MH55 z9-a',,\` . WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. Gj Nc!NEE'~0
I , ~ ~
, a .DRAINAGELIMI ~ ~ ~ ww ~ 12. AL 2 n I ~ ° ~ : u^ \I ~ I J NI. a z w w 1 12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. ~ ~,,rr`"~"r~~~1`U(~
~ , 13. CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT
w ~I I 2;10R GREATER AS INDICATED ON THE PLAN. o
• m 2 `_f Il , a, ` ` G , µ.l , L7 ID : ' ` ' \ ` - _ c m 0 p ~ 7
: : ~ , - ~ 11 a _ 14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS. ~ ~ ~ N ~
I I ~ : , ' . r ~ 15. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY c a a U
I , I I ' , • rv APPROVED. U o 0 0
I ,;Jl ~ . / o ~ 'o a
S 2 v1' I I o,~co as, o~t'nooo . 6,k4 . j , 1'. 1 101 V jO1L. ~ ent oo>°~: o00ooo oob~ 1, _ ~ / J / ~ ~ CONSTRUCTION SEQUENCE:. PHASE 1 ~ o ~ N N
o:o I I I ~~9 <ooo> _ PROPOSED CONSTRUCTION ~ ` ~ ' , i 1' Nam I I I . ~ , : ~ / / ~ ~ ; ~ / ~ 1,1';~ Z N W W
s" fi I , ; } ROUTE TO BUILD ' ~ ~ ' , 1. OBTAIN GRADINGIEROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR EROSION CONTROL PLAN. ? ?
j~ II r n~ ~...r.•._..~-----%' ~ 1 ` - ~ , SB-1, SB-2; AND SB-3 ~ L ( : 1 N 4 r> I / 1 I P/ ~ ~ / ~,.r \ I ~ a~ s ~
` i ~ ~ i III ( ,e, ~ i ~i Ira ; J 1 , 2. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENTTO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE MEETING 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITYIS A VIOLATION OF CHAPTER 17 ON THE CITY CODE AND SUBJECTTO A FINE.
\ I ' I l ;
III • :,..F''~~J% ~ / ' I' ~ w r ' Il ':'CONSTRUCTION 7 _ ~ f A ~ 3. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALLTREES, STRUCTURES AND
F/-' Ib 41 I ,,.ENTRANCE • I ~ ~ , i ' , v 1`'-. 1 / 1` WETLANDS TO REMAIN AND BE PROTECTED. ALL BUFFERS AND WETLANDS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE PROTECTED:
4',b , CAS LINE. ^ ':t . , ~ f ~ ~ 4. INS I 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND PERIMETER CONSTRUCTION FENCING AND SILT FENCE.: TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS
- ` NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR TO BLOCK AlL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE W! FENCING AND ORANGE
GI1'/'1L 1i 1. rJ.:: E' _ I I {~x~J Wn },j 1 # ~yy' ,TER !NE { I I I ~ 1 A ~ , BARRELS.
' ~ f ~ I • ~ `HSZ i _A~o 5. INS
Y 0 5. INSTALL DOUBLE ROW, HIGH HAZARD SILT FENCING WI ORANGE SAFETY FENCE AROUND WETLAND AREAS NOT TO BE IMPACTED.. i.
- , i I I ' \ ~ j I I / faT I f I' I : . 1 m. ° a A I 6. CO , ~ 6. CONTRACTOR SHALL USE PROPOSED CONSTRUCTION ROUTE TO BUILD SB-1, SB-2, AND SB-3. THE CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE
I. B 1 ' I : .r ~ 1 ~ fa _ r : i:`: BASINS.
% rn~j IIII , , 4~1 ~i ¦ ¦ ¦ ¦ ¦..Ii I~.l~ ¦ ¦ ¦ I I ; ~ , D.A. - .3.93 AC. : ~ ' l rn _ ~ _ = I ~ m
II ? r ~ ..',',:DENUDED-3:18 AC. .M-' wa . tel.' 3i!s v'lwr:. I i t a J cn n a , .,I II b J ~ f ~_y v _ I I r ~ ~ v ~ m „ ' ~ ~ SH! z 7: UPON COMPLETION OF CONSTRUCTION OF SB-1, SB-2, AND SB-3, THE CONTRACTOR SHALL INSTALLTHE PROPOSED DRAINAGE SHOWN ON THIS SHEET.THE CONTRACTOR Z SHALL CLEAR ONLY AS NECESSARY TO INSTALL THE PROPOSED DRAINAGE STRUCTURES AND PIPING.
~k ~ I Lb 4 , ,'t" ° ~,,t _ + I : , ; TOP OF BERM. 626:5 I -j ~y ~ N N 1, ~ ~ r. ~ t 1. m w ~ ~yh,, III t-. ~ ~ WEIR: 625 (L=18) t ~ ~ 1; ~ ~
i I I I , I ~ I ;oe, /I \ L .,i -SPOIL AREA , I :I 8. INt. L!, I ~ L.. ' f....~ ;<~r BOTTOM: 621 I 8. INSTALL SILT FENCE; INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, AND ANY OTHER MEASURES AS SHOWN ON PLANS., CLEARING ONLY AS ~ ~ ` NECESSARY TO INSTALL THESE DEVICES. Q
III I o, , . ~ ~ F I N I m,, , „~y , , ~ ' I ~ DEWATER: SKIMMER Wl4"ORIFICE , i I ' . 1 I ,o is 3 o , ; .v 1: r y I. w v: I I , , C;I. III u~ ~ l' Q;,. I I A~Kt~ ~ { I ~ ~ ~ . ~ ~F~ us b.. ~
t oZA , I a C0 i a A l- ~ I I to ~ ~f 9. CA nr. II ~ i.f%/ ..I I I - ~ ~ ~ I= I I / 11~n t. bf:, 2 y 9. CALL FOR ON-SITE INSPECTION BY INSPECTOR.. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. THE CONTRACTOR ~
. m,n y TEMPORARY ROCK 4 L. , , : ' c2.2-. ~ ~ I fe=z „ ~ ~ N o , 1 I sw SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES., Q
p I ~ CHECK DAM (TYP) I , - y3 " I : ? ~ ~ ~~€I ~ ' i I I" \ I I hh C 2.2 I a ' I II 1i ~ ; I, I ~ ~ ` ~ ~I'~ ' ! ~ f . ~ N i 2; ~ ` i 10. Tf I 10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
, °o D.A. .24.03 AC. / . I ~ o ~ A f ~ I n~. I ,o I i - 1 I I I f 1 << ca- , w o n 1 III, i r. ~ T'1 ro ~:;,I mini 1 ~.J / ) L. ° DENUDED =19.42 AG. ~ ~ . ' r ~
: I , dl 1 ' ~ , . w W :,I,::~.. , i .a.~ I . m ro a t ; ~ cro .,I . : ; cSP01L AREA ; l,,,. TOP OF BERM: 608,5 : ! G / / ro I.,. 11. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO. GRUBBING AND GRADING OPERATIONS. ;
t ; I IIII ti • k n II try .,~,7 f WEIR: 607 L=28' , ; . a ' m ~ I . I ' I ( ) s` Ibis' f r'" o BEI • r ~ , I LI I n o $ II r , ' ~ 12, BEGIN GRADING, INSTALLING ADDITIONAL EROSIQN CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR. ~ ~ Z
a I n n BOTTOM: 603 , ~ , - I ~ :L. I i a. II H ..a : { - ' Q
I ,_y~- Iyl a m o 2 m II „ •M i `y ' I,., o c ~ sG ~ . DEWATER: SKIMMER Wl 4 ORIFICE I ::I i ' , 4Il k I m I ME 13. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
: , , J C.. . a, 1 ; ~c:~i r I ~ _ m ,I~ l .,J I l ai~ a e ~ i I ~ , ~ i ;~r I I MEASURES. SEE SHEET C2.1 FOR PHASE 2 CONSTRUCTION SEQUENCE. f1) ~ z
ro , f a~'' a ' c - , - - i~ .w I ~ ~ ~m.f- ~ J i r ~ 1 II ,'I I 14. STI 14. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGEDENUDED AREAS AND ESPECIALLY z W W J
` , ,-9 , ~ ~ e I WF I WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS: REFER TO EROSION CONTROL ~ ~ ~ O
I 4~ ~ NBS6R-bA~f +°~i'- ~ ~ AA__....~... y OR ORDINANCE FOR ADDITIONAL REQUIREMENTS. , O 0
~ rT , ` fl: r I : ~ ~ ~ y ~ GalllS, ¦ 2, ~ . ~1~s~ I ~ .,sti.. x:F 1 nn , ~ ~ K I >I I c \'.,.A~, l ~ ~ , : ' ~ `,>ii;EJfi1,~ s j~s ~ ~ 1 15. 0 15. COORDINATE WITH EROSION: CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. Y ~ Q I"
: ,
I 16. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED. J O I
m i , , y~~~ ; . ' , _ _ ' y as I (nA R,. L y I~ :1j,~ ~y I~~ sal „r,..',,v, ~~c C~:':,, h. ~ Q
i 4 ~ : ~ :3., ..,a a C _ ~ : , J 17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT, lF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS W ~ U U SOON AS POSSIBLE. ~ J
t
; ~ to ~ ' ,a u i ` € r d , :I ~ l : e : h;` ?a <; 5•; .ALL I I ,c~a' i".~ i;. IC I` C Ri I 18 , \ 1\.. ~,.w \ ~ t. ~ C ff ~ z / 18. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. ~ ~ J
I OF ~1. o ..3 ail ~I lI 'I OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS. o ® O O
' ~ r ; I : ' - < d m : ,a"~ „ ~ ~
, ~ Q Q
, ~ ' m~i Nei r I i f : .I , ~ w ~ _ . , . 'uJ , ....8 ILT FENCING TYPICAL , , . I I ,-a S c ) ~ ~ _ _ .I ; THE • TREE. PROTECTION NOTES: ~ ~ ~ ~ w
r • , - ~ f _ I_ . ~ • ( to I ' , ; • A ` _ . ~o
z ' ~n ' r• . ' ~ 1. TREE PROTECTION FENCEIBARRICADES MUST MEET OR EXCEED TREE ORDINANCE GUIDELINE STANDARDS. J o iF,
4 : - ~ . w_ \ ~ ' , : .1 i 2. T 2. .TREE PROTECTION FENCEBARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITIONI CLEARINGIGRADINGI ® I ~ W
' ; v, : ; o ~ ~ . / ~ : ,CONSTRUCTION FENCING T_4= , . i I :1 I ~ ~ ~ ~ .,i: N , ~ ; ,:.......,'TYPICAL ~ = i CONSTRUCTION, AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF. Q ~
; - : ; ; , . D;A. 1.92 AC. n
, . t DED -1.68 AC. r ~'1 _ , , , , - • ; ~ r , . TOP OF BERM: 626 ^ ? ~ w 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC BURIAL PITS, TRENCHING OR ~ O { OTHER LAND DISTURBANCE ACTIVITY ALLOWED IN TREE SAVE AREAS. ® ~ I
rn; r I 2 N ~ MA~59 cn:. m ~ ; , ; ; . / ' . ~ WEIR: 624 (L 10) - ~ t A 'I!. ; ~ n I = I- Q ~
: ~ do , t" ! / ' . m as I 4. U : ` ~ , ~ ; ~ \ , / BOTTOM: 621 a ' o yn I I ~ a 4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, ANDIOR IMMEDIATE
i, b , / : . CORRECTIVE ACTIONIMITIGATION. f
f ! b N 5. NOTIFY URBAN FORESTER, MICHAEL RUSSELL AT [phone], OFPRE-CONSTRUCTION MEETING TIME AND
i > L ,b LocATIQN. SOIL TYPES
t . f - ~ I I~
1, _ o, I 'I ` m 1 : t , i CeB CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES
, Cub CECIL-URBAN LAND COMPLEX, 2 TO 8 PERCENT SLOPES
• i i : ; EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
t ~ 1 1{ I N ~ ~ ~ ~ LEGEND MkB MEKLENBURG-URBAN LAND COMPLEX, 2 TO 8 PERCENT. Mo MONACANLOAM
- ~ ,.r f:l.,. E m Ur URBAN LAND
s... • _ , I II - WkB WILKES LOAM, 4 TO 8 PERCENT SLOPES
i o h m 1 v ~ / ~ , 1 II f; f , V , ~ II WkD WILKES LOAM, 8 T015 PERCENT SLOPES
r z- ~ » ~ I ~ ~ f E'y ....i I i If ` I If SEDIMENT TRAP ShIEET C2.14 WkE WILKES LOAM,15 TO 25 PERCENT SLOPES I (Wl SILT FENCE BAFFLES) WuD WILKES-URBAN LAND COMPLEX, 8 T015 PERCENT SLOPES
' ' ' m - r ;~I
l f I ' T i , , , ~ I ~ a , II ~I, TEMP. ROCK DAM TRD TOTAL- DENUDED AREA= 37.04 Ac. z
i 1 ; ~ a a r 1 f ; f~l : _ ! , fll ~ o p
II ~ STONERIPRAP ~ CMLDS 20.23 MAINTENANCE SCHEDULE: W ~
' l f' Any _.._-1 ~Ho ~ / II I y ~ ~ um ~ f II I . SILT FENCE CMLDS 30.068 ~
<; s o u ~ t J II ~~~I DOUBLE ROW HIGH HAZARD 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES. SHALL BE CHECKED FOR SET 4 FEET APART)
i r.. f ::i is i TEMP. DIVERSION DITCH ]D CMLDS 30.05 STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT; BUT IN NO CASE
l 1 _ - L 1 - - , I,. - = l ~ - ' -...wr.~,~ -z . - r - - LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO
, - ~ ; , , `i. 1 - y DENUDED LIMITS MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED o ~ .IMMEDIATELY. o ~ J ~ ~ -
f ~ i - - . -Q. ~
~ dl I SKFDFII AREAS SHAI I RF RFFFRTII 17FD RESEEDED AS NECESSARY. AND • ~ ~ o O
ROCK CHECK DAM GMLU5 MAU m _ _ 0 MULCHED ACCORDING TO THE SEEDING SCHEDULE. } m co 0 ~ u
_ M W -.rte-- ' bld r ~ l 4
- XY. CONSTRUCTION ENTRANCE CMLDS 30.11A 4 Z i0 Wm-i w
- OLF 39Nd L61b NOf1B.033Q w I 1 a_ 08. ' IX3 o178f)d ONIlS. M/8 99M U Q W Q W a:
1-3-3L1 S NORM so o so 100 zoo 0 0 0 U a (,n U a u WETLAND/TREE PROTECTION
I I
N;L200711007154\CAD\DWQ\7154-PLN-ECP-l,dwg, ECP-1, 6/5/20081:09,09 PM, jkaiser, LandDesign, Inc.

~ / ~
~ . \ } \ \y
ti , \ a ~ • : 0 \ ~ , EROSION CONTROL NOTES:
\ 1. ALL STD: NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL (CLDSM).
` , \ \ 1: N
I : I 1 . D.A. 16.38 AC. ; i ~ \ I` \ ~ f 2. ALL EROSION CONTROL MEASURES SHALL BEIN ACCORDANCEIWITH THE N.C. EROSION AND SEDIMENT CONTROL w
f \ I/ \ ,DENUDED -13.02 AC. " PLANNING AND DESIGN MANUAL. N • U
a I , : ~ , TOP OF BERM. 624.7 f' <~s' T \ \ \ \ ~ 3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. Z ~
',1 ~ x ' WEIR: 623 L-19 a f \ ~ ,~t ; \ • 1 \ - - N M
m . o o m ;BOTTOM: 619 ~ ; t u~1 a n m: a o s a' DEWATER. SKIMMER W13 ORIFICE ~ r \ ~ t`>`' \ 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY EROSION CONTROL. o rV
2 a ~ ro \ ~t•. ~ Kati N~ 22A aaw ~ \ ) Lam,: " J.*:A ' 1 tt. 1 1 .,.fin 1 1 w. ~~n as . I ~ t ~ ~ ORDINANCE AND IS SUBJECT TO A FINE. s M Uo
o ~ . ~ ' ~ , , m.. I b m t m rom y "a"` o mm~~y ~ cis ,a , , > . << ' : <:11\ ` ~ 5, 5, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE L n 'E
to !u a m : ~ ~ m ti y ,fir m" c... 4 o , ~ CITYlCOUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. v - L U
I. ~.._,w...,. 4 ' / , „ ; . \ DENUDED LIMITS . ` \ ~ ``'o ~ , t>~, ` ~ ' N ~ ~
t .w me I ~ ,.r„ ; ; TYPICAL) 0 5`~t.:: ~ t • \ '1 \ , - : I , 6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS, REFER TO THE EROSION CONTROL ~ o v ORDINANCE FOR ADDITIONAL REQUIREMENTS. L M ~
r I • I' ~ : . ~ , M C
j I ~ • I ~ - . ~N ~ _ 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BY A REPRESENTATIVE OF THE CITY . Z a ~
' .f., I , ' ENGINEERING DEPARTMENT. ~ N ~ N ~
i L I i \ ~ 8• 1 I 1 ` - ' t 1\ , r a, r' `<f \ ' sir 8, SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10' REQUIRE ADDITIONAL
` ~ ; r ~ ` "-sir, , I: pp i . k 1 Ir. I \ \ \ , , TERRACING.

y i ~ L. 1 C r, a~. ,._.T ~ , l Y r`-~ I ~ `tc .I ta. 1 1 ' ; 9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS ~ ~ ~ A
/ , ' I ' - 1 ~ - ir.. \ is ' ~ n., 0:AC. , i, 1 I i I \ DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS ~ • • • ~L
, A ( ' ' _ } b A.;,.rl ^`•~4a I I I•,. 32AC:: I ~ ;b~ I I I \ \ ` HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-51TE BORROW .Q ° ~
e 0:32 C. \ a I ~ c \ ~ : . i ` + ~ ~I LOCATION ANDIOR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. AL _
~ 1 p:. 4 \ ' I , I M I 1 _ w-~ , , . , - 10, .DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST REPRESENTED AT - 164
1 I, ~ J, I h c. I , I . III' ~ m , , ' F-.... , ~'7~a t r I - ~ PRE-CONSTRUCTION MEETING. ~ ~
- - - - - " s ~ ~ - ~ R'~~ Ng 6
I s , v' ~ 6 , . , _ a ~ I - , v,w 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS ~jN'iNE,.'~~ o W
m m a m H 2 \ ' t 'o ~y { WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. nnn nn~ ~
t.. \ / - 12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
m.: o' ~t., t.'x-,r'-. dal - - - - - a. , 3.57 AC. C; , , "',m !o y oy , ( ,a „ ,1 <,I , c? , 4 , . ~ 1. I J> -Y : 1 ~7'.. i : w , z. I I~ ~ 1 / I Ii : e ,.r. ~ . , , c
ff . , 13. CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION, CONTROL MATTING AND HYDR05EED ON ALL SLOPES GRADED _
11 ;2 AT 2:1 OR GREATER AS INDICATED ON THE PLAN. ~ ~ ~ N
I ~ .I 4 i I i 0. 1 AC. ~ 1 0:39 , .I ! I i ` ;`:n \ ,1 ~ ~ ~ . .I . I ~...::.1., 3 „r....,;:.,.. I I. ' 1 ; - i ~ r t ' 1 r; 1: I I \ ~ , I 'sW : 5, . r r . rl , . I 'a' tl ~ ; ~ It , 1 14. , 14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS: N ~ o
c 4. d U . O L L - L
' i fx I,I .....1 1,~, I , 1 ~ , j b,. , .f a s ~ 1: 'lx I ~ t ~ +t~.'. 1'.. 11 , = sni 4 ~ v`%.~^0a ~ I ,r . 9 .1 ~ : 11 ~ I i ~ I I? I . 1. 1 ~ 1 tl. 1 ry :„oa.,5>>~, / ~ 1... Q ~ - - .r-''°--- ---~'l'~ ='rl i 11 _.---~---'~-a`te'. 1 15. A GRADING PLAN MUST BE SUBMITTED FOR ANYLOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY U o 0 0
2 rn ~ rd- ,fr, I i m a y. ~ , , I..__ . >G ~ , n 1 \ ; 0:3 ' t1,' .1 ' I s Ins6 \ ~ I v - APPROVED. ° ~ ~ O N N N.
to r I ; i., I /C 1 ~ i N N N CONSTRUCTION SEQUENCE: PHASE 2 z
1 I - c .•r Ir/ate y, 1,..,. ~~'1.. °I. E..: ~ ~ as \ .ce. 1 r ~ ~ ~ t~ , ~ ~ ' ?~?X ?
I I I ~ I U, i _ i - - - m _ 1. ONCE THE SITE HAS BEEN ADEQUATELY CLEARED AND GRUBBED, SET UP AN ON-SITE PRE-CONSTRUCTION MEETING
_ , ,7 - 1: I. :I 1 ,l l ~ III ~ ~ ' WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING. DEPARTMENT TO DISCUSS EROSION CONTROL
j I I . . 1 I -y - B ' I `II I',;c~-? -LC>; Ir ' 0.33 AC. T .1 li: ~.i`. 1 t ' \ MEASURES.
I I . ; , ~ I I . / 025 AC. I ~ ' { t ( Ig ; q - I ' 0.~6AG. Il 0:21 AC. 1 1 i ~ I I ; I r I as ~1
, Q Ac.~ ' I 4 1': l ( 1 091 AC. 1/ I ° a' r~ : ~ ' 2. INSTALL ALL STORM DRAINAGE CONTRIBUTING TO SEDIMENT BASIN #1, #2, AND #3. t
_ - 1 r,,. X51 ACi I I , 1 ~ , : ~ 1 = GAS L/NE I 1 I r, 1 I`,"a r Ii se 1 t ;.r.7 - I , r. a c. 3 3. CONSTRUCT RETAINING WALLS AS NECESSARY DURING GRADING AND STORM DRAINAGE INSTALLATION ACTIVITIES.
r IfiL l~(.. ~ j ' , `sea _ 1 _ ~ ' _ ',I ~ 1 I I. 1 ' rA.:,~~`h~.~'~! : L.. j i, I. rl r; ~ t \ t ; 1~'-.' ~j
D.1 , ? 1 DRAINAGE LIMIT TYPICAL i / . ` I , ; 1 I _ ra i r m 4 ' ~ , FER 1NEe 11 w v, sr , 11 AC. ~ 1 ( 1 f 1 titi......... I ' f ~ , I C~ 1 m 4. AFTER ALL STORM DRAINAGE CONTRIBUTING TO SEDIMENT BASIN #1, #2, AND #3 HAS BEEN INSTALLED AND IS FUNCTIONAL, PHASE 1 TEMPORARY SEDIMENT TRAP #4 SHALL BE REMOVED WITH PERMISSION FROM THE EROSION
_ _ ~ rr„ , L: ~ INLET PROTECTION , , . 1''; - r 023~A ~.-.i...-9+--.. I• I t' s7: v, A A 11~ . r.... ; .1 A~. - - I . ~ - ; • I ;Ir r I 2• / ~ z i m / I ` I . I I ) L: sa211 F. C 2 TYPICAL ~ ~ i m CONTROL INSPECTOR.
' ~ , a,. F...... \ I, 0. I ) au=sass : 1 D.16~0. :~1 ~ 1 r ? • f ~ ~ p~ I. I ¦ }
1 I , - , : , . o. c. 1 ~ ~ , ~ . y ~ 5• 1 1.,, 1`• c,--~°- : 324tA ' `IC,ruo I I( - I° 09 AC 1 , •-fig 1 0.08 ) c r c4 o J 3 S n~ r Ip C ~ 5. GRADING AND INSTALLATION OF STORM DRAINAGE FOR THE REMAINDER OF THE SITESHALL COMMENCE.. ~~~c
~ A . ~ 0:10 AC, ' . - • ~ i y ~ ~ i r :A ~ 6. BEGIN CURB AND GUTTER AND STABILIZE PAVED AREAS WITH STONE BASE AND SEED SIDE SLOPES AS AREAS ARE
I f,. ; w SB 3 r ° .III , F---- ~ ~ w , ~ I , V) .1... ~C ~ BROUGHT TO FINISHED GRADE.
I , k I I ~ . ~ : CONSTRUCTION 7 - - - - ' o ~ ~ ) 1 ; , - ; - ~ ~ ; I > D.A. =15.36 AC. ~ N ^ - z
~ III,. , q ; ' ENTRANCE • i , 5) - II 1 ' ' 1 • _ I 1 ' 1 ~ o mN w e 7. : , I w. 1 . , D,9.7AC.... : , I I C 2,2 1 , 1 o k . ~~G 1 . I . d ' ' DENUDED =1.1.03 AC. 7. INSTALL INLET PROTECTION FOR STORM DRAINAGE STRUCTURES AS NECESSARYAND AS SHOWN ON PLANS. Q )1;I ~
: $ 2 I l . : , { e c ~ .._.f 1 aG 1.0.40. r I I I.;~ ~ - 1 i - ---a s'a , o ,TOP OF BERM: 623 - - - - ~j) ~ ` 8. THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES AND STABILIZE SITE AS AREAS ARE BROUGHT TO
' wb" I I .•@i~~ ~i~ 1,.~ "1.......'I.... :Il C), 1 1 1 I I,' 6_. 1 _ 1 Y.'. 0 , I I : ~ _ ~ ~ I : ' . . ' I . WEIR: 624 L-18 • I , III - _ ;,.n~'A ` [ ~ IIGaq- ~ , "..F,& r';. 9AC ~I 1 1 { , (I - : ~ FINISHED GRADE. ~
~ • I n'~: 1 ~ ~,i''- U fj?;, I 'I ' . . c0.46 , .,oi;,. w.ao I f 1 r' I I . ~ B u y I ' a ~ DEWATER: SKIMMER Wf 4 ORIFICE ~ 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION Q
~ , ~ ..CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
i~ : I 0 ~ Oc44AC J' ' ' •.•~nal t A ~ A I`: - : : 11 1 1 1 ~ n r um 1. I - ~ - ~ ~ : I , I ~ CONSTRUCTION SEQUENCE ALL SLOPES MUST RESEEDED AND MULCHED WITHIN DAYS. REFER TO EROSION 0
- r~ ~ F. ~ I o. c. - , ~I I r I k . 1..... ,h . 0.3 AC.:: . 7 _.rl , 0.15AG.; 1 ` 1 - - - m o w CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. > J
` I ~ .1 - - ~ ---1 - - i I:. ` y m r r 1 E ~ _ _ i~ ~N , I] \ ~ 10: WHEN ENTIRE SITE IS STABILIZED,SEDIMENT BASIN #1; #2, AND #3 ARE TO BE CONVERTED TO WETPOND #1, #2, AND #3. '
I ' 1~ II F I' 3 ~ U k0 1. `I, \ i 1 UV~ h... n ~ \ Or " n' a o m D.65AC. _ a ;fit is i''G ~~r~ ;Ilty: r. ~ I OUTLET STRUCTURES, PIPING, AND ASSOCIATED. RIP. RAP TO BE INSTALLED DURING THIS CONVERSION PROCESS. SEE ~
?~;D i I ~1 I stn °n 1. ! 1 ~ ~J,_ 1 I(j ~ 3 )F; i ::.,I' <; + £ ~ SHEETS.C4.9-C4.11 FOR CONSTRUCTION DETAILS OF BMP'S. CONTRACTOR SHALL COORDINATE WITH EROSION ~ ~ Z
rn M I I I , r , c'~ , 6 1 1 ~ ' a~P 0.39 AC, s.z< ,,IS: i ! 1 ~ , ~ ~ ky ~ I 1 I I ~ . C ti I m i CONTROL INSPECTOR FOR ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY REQUIRED DURING I INSTALLATION OF THESE DRAINAGE PIPES AND ASSOCIATED.RIP-RAP. ~ ~ ~ z
• I ` } , }
, , I , . • ~ i . 11: COORDINATE WITH, EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. z m uj J
\ a~_ _ 1 t ~ : -'rtNt~bBS6~A~' ~T ~ a~ ~ . L.._., ~fi~~,r • - ~i~~ ~ 12.
,i1. I ~ 12. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ~ ~ ~ Q ~ I ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.. Q ~ ~ L~
s} ~
.I „ I 2"a c~,.L, ..N.c^;'.a ~fi,R~4. r<,~r ~s ~ `w. ~v' ~!l.: .1 y ~\~a,,:a;. a; rl + t,E!",....., 4::~ Iii. .x~,\ , ! , 1 : 1 ~ 13, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT Y Z Q r
_ . ' , • i m ~s: r ~ arm R, a ~ .,Z,> c i, ~:b : Y 1£la.. a= ~ CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL J O = ~ ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS. U 0
y'I~ p p w ~ U u
x d . W ~ E ~ .."I Y r ~~v n' ,fit,, °i , , y J." ~ adsf ~ ~ t,~ J z
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I .t; C 2,2 , t ~ , , _ ~ ~ ' ® o
, ~ ! p : SILT FENCING TYPICAL ~ ~ : tt;"~,:~~.., ° ; 9 I ~ ~ 1, , a , _ :a l 1 , ,F I LL Q ~
w I _ . f.,.,,. ;i ,C.,CI,...- ....~a(,of,,,, n t : it „ ; I "mQ p
, .~.~,_.:p, ~ : v ~ _ rD / ~ i ~ b -
;;.~„t ~ III I ; , - y. ,r , ca ; ~1. , pp r TREE PROTECTION NOTES: ~ ~ ~ oC _ i IJ,.I cn o w
, ,_..Z...- .:Ili :a zk b_.•~q'Ja^ / ;~/~r." 'Kl +0..~,A n ~ _ ,
~ - _ ; - , D.A. 9.50 AC. . 1 I ~ 4 . , , : DENUDED = 9.58 AC: ~ r nI i 1. TREE PROTECTION FENCElBARRICADES MUST MEET OR EXCEED TREE ORDINANCE GUIDELINE STANDARDS: i~ ~ ~ ~ N
, . ; r~: ; : - TOP OF BERM: 608 1 ~ 2. TREE PROTECTION FENCEIBARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITIONI CLEARINGIGRADING/ ® 1 O
~ f . a . • . ; j I u, ~ ~ WEIR 606 (L-28 } ~ ti r~ ' CONSTRUCTION, AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF. ® 3 ~
• I ;z; ~ • , BOTTOM. 603 ~ , ~2~ ~ ~ ; 1
a,, ~ ,A , , 4b' DEWATER: SKIMMERWl4 ORIFICE ? ' :1~ ~ ~ ; / , ~ 3. NO SOIL DISTURBANCE OR COMPACTION., CONSTRUCTION MATERIALS, TRAFFICBURIAL PITS, TRENCHING OR ~ ~ Q ~ OTHER LAND DISTURBANCE ACTIVITY ALLOWED IN TREE SAVE AREAS.. ® ~
.'i V:, 'N: r / , i : : t In f 9A Z ~ ~ Q ~
/ r v \ , J. o, , iv / f; s 4. _ ~ I„ . ,Ili rn m. , ' ~ ~ ~ o i 4. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, ANDIOR IMMEDIATE
, I 3 o ~ : . r , 1 ti Y , ~ n ~ ~ i I CORRECTIVE ACTIONIMITIGATION.
l . ! r , „ ~ 5 : +.,N ~ ~ _ w ° I 5. .NOTIFY URBAN FORESTER, MICHAEL RUSSELL AT [phone], OFPRE-CONSTRUCTION MEETING TIME AND
, - - C f . ~ I ~ ~ LOCATION.
1 f ;1 „ r , ~ , ; , _ , _ , : ~ ` ~ SOIL TYPES -
' ; ~ ~ . y r i J I~, ,rte _._...ro- I i
+r o : , ~ ~ ' ` -~-may,. m , i, I ~ i _ U~4 _ ~ , ( CeB .CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES ~ LEGEND
_ , , ~ CuB CECIL-URBAN LAND COMPLEX, 2 TO 8 PERCENT SLOPES ~ EnB ENON SANDY LOAM, 2 TO 8 PERCENT SLOPES
_ , + . . ~ _MkB MEKLENBURG-URBAN LAND COMPLEX, Z TO 8 PERCENT
"BLOCK AND GRAVEL MO MONACAN LOAM INLET PROTECTION ~ CMLDS 30.07 Ur URBAN LAND
I wog \ ~ 1>,N~ I: 1
s f V ; , r f , f / WkB WILKES LOAM, 4 TO 8 PERCENT SLOPES
i I f r - SEDIMENT TRAP SHEET 02.14 WkD WILKES LOAM; 8 T015 PERCENT SLOPES (Wt SILT FENCE.BAFFLES) WkE WILKES LOAM,15 TO 25 PERCENT SLOPES
. , j : - • J WuD WILKES-URBAN LAND COMPLEX, S T015 PERCENT SLOPE$
J,,/' ? \ ~i t , TEMP. ROCKOAM -TRO TOTAL DENUDED AREA=37.04 AC. z
. , ff 1; . 0 0
• / ~ sroNERIPRAP o ' CMLOS?0.2a MAINTENANCE SCHEDULE: W
r i f 1 ~ 'v I yA~ II ~ (I SILT FENCE CMLDS 30.O6B ~
~ 9. } ~ ~ /r,~C`_". ......._..,J _ S,t 6E obi C~ y . I ~ . ~ 1 1 / ~t DOUBLE ROW HIGH HAZARD SET 4 FEET APART) 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR
: s , ) s l ,i " i TEMP. DIVERSION DITCH 1D CMLDS 30.05 STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE
1 - LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO
1; _ , Y DENUDED LIMITS MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED _ ~ } j-~ IMMEDIATELY.. ° ~
t - , ~ , - _ o,Ji ROCK CHECK DAM CMLDS 30.10 ` _ o ~ J ~ o o
I r' , ' tr ~ _ . `fir'-.-- - f,. - _ _ = _ _ - - ~ .rl .r, _ - ~ ~
I ~'r C) CV ~?x C ~ -~t~3j --tom -i')~` -`i'~ ~ ~ - - - - - - - - - ~ ~ ~~•"-.-f! - ~ ~
II ALL SEEDED AREAb SHALL BE REFER I ILIZED, KEbEEUtU Ab NtGtbbAKY, ANU ~ co CONSTRUCTION ENTRANCE CMLDS 30.11A MULCHED ACCORDING TO THE SEEDING SCHEDULE. ? m II A j
r_ - 1 --vd t*l> NOW 0330 oar ~ I T-7 / MWZL U 1
N I& 8178Nd 9N1lSIX3 08 `'I I WETLAND/TREE PROTECTION Q w d= U Q I 0 o 0- u
-L-33a-LS N-3O-3 25 0' S0 100 200 0 0 0 d v
II
N:L2007\1007154\CAD\DWQ\7154-PLN-ECP-1.dwg, ECP-2, 6/5/20081:11:07 PM, jkaiser, LandDesign, Inc.

I F
~ . NOTES;
1. INSTALLATION TO BE COMPLETED A5 REQUESTED f? T ~ ExISTING ouTLEr sTRUCTURE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT REQUESTED BY THE w (s' Mm.j NVIRONMENT AND
ro^~ ° NATURAL RESOURCES. 2' MIN. O N
GENERAL .NOTES; / 2. SEE SITE PLAN FOR LOCATION OR CONSULT OWNEf 1' FREEBOAR N INSULT OWNER.. ToP aF onM ~
5 WASHED STO 1. sEDIMENT SHALL BE REMOVED AND TRAP ~ ° Nf ~ 3. REFER TO FENCE MANUFACTURER'S SPECIFICATI01 °°°°o°°°oooo°°°°oo°°°, SPECIFICATIONS DESIGN HIGH-WATER ® Z ~ T (1.5' MIND SPILLWAY CREST L FOR LENGTH SPILLWAY
o°o°a°a°o°o°o°o°o°o°o°a°o°o RESTORED TO ITS ORIGINAL DIMENSIONS ° °°°°o°o°s°o°°°° FOR INSTALLATION, °°0°°0°0°00 °0°0°0°0O° 1 x0+ N
WHEN THE SEDIMENT HAS ACCUMULATED \ ° ° o°o°o°a °0°0o°a °ooopoo° . oococ°ooo $TDRAGE A REMOVABLE TRASH RACK IS OPTIONAL M 0 tv FOR EASE IN MAINTENANCE
TO 1/2 THE DESIGN DEPTH.OF THE TRAP. °°°°g°° o°S°o° AREA °,°g°°° M (1 MIN.) ~ M -~-ANTI-VORTEX PLATE s ~
POSITED °g°°go 2. REMOVED SEDIMENT SHALL BE DE ° °oooo ~ o a SKIMMER (REFER TO TRASH RACK 12 21' U n RISER CREST DETAIL, SHEET C2.3) ~-(WELDED TO 1 ~ ~ Q
' IN A SUITABLE AREA AND. IN SUCH A 8°o°a° ° ° °o°oo 0 0 °o°o° ~ > MANNER THAT IT WILL NOT ERODE: o o ° ° ° o°o°o o 0 oooo° , SEDIMENT CLEAN CMP RISER) u ~
ooooc o 0 oooo 0 0 ' OUT ELEV. -~--CMP RISER. vl in ~ - N .N
3. THE STRUCTURE SHALL BE INSPECTED BY ogog8, o o THE FINANCIALLY RESPONSIBLE PARTY OR STORAGE °ooooo %°a°a° AREA °og8g° °o~°a° ~5 WASHED RIP-RAP APRON ~ O N STONE FILTER Q m
o°oooo eouoa° HIS AGENT AFTER EACH STORM .EVENT CATCH o0 ooo o° H L??M~ V M.ld CLEAN OUT DISCHARGE PIPE (BARREL Z o J
AND REPAIRS MADE AS NECESSARY. °ooopoo° BASIN °oooooo° ; ooo ooo o0 oooo ~ oooo 00 0°°0°0°0° \ H 2 .STAKE-~
ARRI °°%~B~%~o°° ° °°8%o8g%goa 4. CONSTRUCTION OPERATIONS SHALL BE C ED ° o ~ °;°°°°°°°a°g°g°g°g° o,o 6'-0" MAX M CONNECT FLEXIBLE N 601TOM OF BASIN HOSE TO PVC PIPE
OUT.IN SUCH A MANNER THAT EROSION AND 0 °°g°o~8°8°8°&°S°o~%°8~° DIRECTIONAL FLOW OF WATER 4'-0" 4 , d
WATER POLLUTION ARE MINIMIZED. [ ° ° ° • t... / ~ TYP. I ~ .
S,.THE SEDIMENT TRAP SHALL BE REMOVED AND T CONC. ANCHOR ~ ANTI SEEP COLLARS - SIZE = 1.5 X DIA. PIPE -CENTERED ON PIPE
THE AREA STABILIZED WHEN THE DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. S 2 EACH MINIMUM -EQUALLY SPACED III IN ~
10'-0" MAX PLAN VIEW NOTE: ,
6. ON LARGER DRAINAGE AREAS RIP RAP"MAY BE REQUIRED. UNDER THE WASHED. STONE. 1. RISER TYPE SEDIMENT BASIN WITH SKIMMER TO BE USED FOR DRAINAGE AREAS GREATER THAN S Oy .~j';
w ~ 10 ACRES. REFER TO CMLDS DETAIL 30.02 FOR SEDIMENT BASINS DESIGNED FOR AREAS LESS Q -THAN 10 ACRES.
" , `a #5 WASHED C7 ` ~ y „ 2. THE RISER/BARREL SHALL BE DESIGNED TO CARRY THE 2-YEAR STORM = EAL =
z STONE Q W ~ ; F ~ - oa os+ f GALVANIZED M 3. SEE STD. N0. 30.03 FOR GENERAL NOTES- = 21164 D METAL 4. SEE SHEET C2.3 FOR DATA BLOCK
~ rn , . ~ ~ CHAIN LINK FENCE 12° MIN. ~ ~ ~ ~ . r _ FENCE W ,,FN ~R GINE.
I CATCH ~ ' . ~ : ti ~ . , : ~ ~ DEBRIS AND REFUSE )REFUSE ~rN ~ V!
BASIN , ~ ' ~ ~ ~ ~ . COLLECTION POINT ALONG > ` ~ BOTTOM OF FENCE N POINTALONG ~~r~fllfnlw~~``~1 n FENCE VG
~
SECTION A-A ~ , ~ 4 , m
0
Q a o
~ w m 3 RISER TYPE SEDIMENT BASIN
2 1 CLDS #30,08 CLDS #30,01. a ~ ~ a
- NOT TO SC NTS C2.2 ISOMETRIC 00 ~ a U NOT TO SCALE C2.2 WITH SKIMMER NTS :N N
c2.2 v= ~ v
~ ~ N nm. ? N
W (6' MIN,)
FI~W. . TOP OF BERM ~ 7. MIN. ~ 1' FREEBOARD (MIN.)
GENERAL NOTES:
L RIPRAP SIZE TO BE DESIGNED BY ENGINEER. DESIGN HIGH WATER r (MIN) SPILLWAY CREST 11.5'
F~
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES MAXIMUM LEVEL OF SEDIMENT 1' MAX, v3k'~r o° (CLEAN BASIN OUT WHEN CLEAN OUT STAKE 12" $5 WASHED STONE: ~rJp p 8' MAX.
OR CHANNELS TO SLOW VELOCITY DR TO CREATE ILL SLOPE SEDIMENT TRAPS. THIS LEVEL IS REACHED) H i<<=~- X~y;; , .
t'-6" MIN. g 5 WASHED STONE a H/2
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE `--RIP RAP
DOWNSTREAM DAM (SEE DIAGRAM. BELOW). 2 _ COMPACTED BERM 2' MIN " CLASS 8 RIP R i SECTION THROUGH BASIN AND FILTER
FLOW 2' MAX SILT FENCE (SEE STD. N0, 30.03 FOR GENERAL NOTES) FENCE W ,
AT CENTER FINIS (SEE NOTE 2) Nq~H GRgpe NOTE 2) ~ 5 MIN CLASS I oR 2
RAl GROUN CARRY RIP RAP UP 13 L (10' MIN) RI? RAP I SIDES OF SPILLWAY-~
III. ; A MAXIMUM. SPACING
~11~111- Illallhlllc'111=1112111= II . - - 4' TO 6 I ' ~ / / \ 1 SILT FENCE T S E BASIN SECTION ABOVE
11_III_III_IIIIIhlllll _ I II
I- ITT _I I - - Ir l I I _ I~ IT \ I~ H 5 WASHED STONE
A AND B ARE' AT EQUAL ELEVATIONS CROSS SECTION Nq TURq fgRT RIP RAP APRON THROUGH ~ , N / H BERM x ~TO END Of DISTURBED AREA
WIDTH AND (GRO GRO~NO I f f \ , o~r~er m _l
DEPTH TO BE DESIGNED NNO BY ENGINEER (1' MIN)
III 1\ °1 rcH ~ Q ~--X (T MIN.) \x-._x/ SILT FENCE
1'-6" MIN. - ELEVATION OF .BERM AND FILTER ~ ~J,)
:DATA. BLOCK ~ ~ 0
NOTE: III~II°=III=~_ -=lHelll=n."' 11111,111=11i- 9" MIN, II=H1~111°_111_ BASIN DRAINAGE DENUDED POND VOLUME CLEANOUT H L T W X
irl=,, 1~~11_ 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. pl= II=1U_ AREA AREA .REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) ~ -v7 (ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) H/2 w/ L
111=~ II'= 2. SILT FENCE MAY BE REQUIRED BEHIND BERM U'~11= VI-a~ (,j , W
ul=~~ _UI-d11- 111T>7=a. _ I --h,l1r FILTER CLOTH
111_=U!- 14 11'11= 111=111=111=h, 111=11=n JII=h,-i,=11=iq_Illclll=lil~'
111_ 111°p1=11j1)Ii~1111_III_iN=111=1N-IN_11r111= Q ~ ~ LWL
PLAN Q r NOTE: SEE STD. N0. 30.03 FOR GENERAL NOTES _ W U Z
5 4 CLDS# CLDS #30,05 6- G RAV E L A N D RIP RA P S E D I M E N T BASIN OLDS #30.02 ~ u
CLDS #30,10
C2.2 C2.2 NTS NTS C2.2 NTS
dJ Z ~
J ~ W Q Z
'GENERAL NOTES: ~ ~ ~
STEEL POST 8' MAX. T P T , NOTES: S EEL OS 'EEL POST ~ ~ V
.WIRE FENCING WIRE FENCING L A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE E FENCING 1. ' AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED; AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN-AREA ~ ~ ~ Z
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.. z ~ FILTER FABRIC SHALL BE CLEARED, ~ o ER FABRIC 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ~ Q O
~ ~ ~ 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
N F WING "OF SEDIMENT WOVEN FILTER FABRIC o ~ ro ;FLOW ~ 3, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKI G OR LO - Iw ~ ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH ~ ~ ~ - oe~ EQUIPMENT WHILE BEING CONSTRUCTED: SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS ~ O o
T R T PAV MENT: THIS MAY RE UIRE PERIODIC TOP DRESSING WITH ADDITIONAL ° ` ~ ~`'oe ONTO PUBLIC STREE S 0 EXIS ING E Q STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. F`~~ • SHOULD BE LINED AND(OR RIPRAPED. e~~~ 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THESEDIMENT HAS ACCUMULATED TO DEPTH Q ~
=1-== ~ SHOWN ON STANDARD. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. ~ Q W
4. ANY. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. o I-II~II~III -III-11H11-III-III-III=III-III-III-III-III-III-III=11111 II-III-III- ~I I1=1I1=1 I1=1 I I I I 1=1 11=1I 1=1 I1=1 11=1 I I~ I I~ 11=1I ~I I1=1 I I~ I I~ I ~I 11=1I1=1 I I I=1 11=1 I } 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY,
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT,PRIOR TO ENTERING A PUBLIC STREET. WHEN " -11111=III -III=III=11~11~111=III=III=III=III=III=III=III=III=11111 11=111=III ~ ANCHOR SKIRT 6" MINIM AN II ;,III=11I~ II III=111=I I I=III=III=I I I~ I I_I I1=1I ~I I1=1I I~ I I~ I I~II1=1I1=1 -1I1=1I1=1 WASHING IS REQUIRED,. IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO ~ III=III .III=III-III-III=III=III -III,-III-III=III=III=III=III=III: =III=III IN LIEU OF BURYING SKIRT, E ICHOR SKIRT 6" MINIMUM 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
APPROVED SEDIMENT BASIN SEE STD. NO. 30.118. =1i1=1iI "~-III~II ;111=j1' ~ r1s wnsHED sroNE MAY BE I II OVER TURNDOWN. OF BURYING SKIRT, s" of 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. sNED sroNE MAY BE usEO 7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION,
6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO 'URNDOWN. 8: STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. GENERAL NOTES: STEEL POST TEEL Posr THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE' BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN
1, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND ' SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING WIRE FENCING :E FENCING FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
100' MIN. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN ? ~ FILTER FABRIC 9. .REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED ER FABRIC AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY. BE
FOR A PERIOD OF MORE THAN 30 DAYS. ~ ' PUBLIC STREET o ~ ~ #5 WASHED STONE unsHEO srGNE SIZED BY DENUDED ACRES. RECOMMENDED STORAGEIS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE ~ ~ ~ FLOW SELF-FASTENER ANGLE STEEL TYPE. ~ a ~ OQ ~~~oe~ 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
o v_ I 5`' EXISTING GROUND' - 4. IMRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF a F`~~ 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS:
SOIL STABILIZATION FABRIC 6 LINE WIRES WITH 12" STAY SPACING.- - -1 UNDER.#5 WASHED STONE 5. TURN SILT FENCE UP SLOPE AT ENDS. , 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
} SHOWING THE HALF FULL; CLEANOUT POINT; OF THE BASIN.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. 7. 'MRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS- WHEN: ANCHOR SKIRT NcHIOR SKIRT 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
100' MIN. 6 MINIMUM { A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) ° MINIMUM 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESI~N MANUAL.
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET oR LESS Away MAINTENANCE NOTES: 15, FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE; SLOPE TERRACING WILL BE Z
- - - w W 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY ~ 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH REQUIRED. 0
I- WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ~ (REFER TO SWIM BUFFER GUIDEUNES). THE COLOR ORANGE IS RESEVED FOR ANY REPAIRS NEEDED SHALL 8E MADE IMMEDIATELY. ' 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED: THE SILT FENCE MAYBE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE w
z ~ U VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END o GROUND HAS BEEN ESTABLISHED.
°D m 9. DRAINAGE AREA CAN NOT BE GREATER THAN 1 4 ACRE PER iDOFT OF FENCE. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE. ~ ~ FABRIC .SHALL BE REPLACED PROMPTLY. 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCEIS PLACED AT THE TOE OF A SLOPE > 10'
~ 10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 3. SEDIMENT DEPOSITS SHOULD BE REMOIS~6EN DEPOSITS REACH APPROX. VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50'-0F BUFFER IS NOT PROVIDED.
- - - - ~ R T RWAYS OR HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 11. DO NOT INSTALL SEDIMENT FENCE AC OSS STREAMS, DITCHES, WA E PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM I
OTHER AREAS OF CONCENTRATED FLOW. TO THE EXISTING GRADE, PREPARED AND SEEDED. ~ Z~_

o~..~" -0o
/1r~ 1rn A 1 ~ 1/1Trt'1 r1r1"1111 A1~A 1T 1'1 A P11A 1n mm:'~.~~n _
CLDS#30.11A- HIGH HAZARD TEMPORARY 61L I FENU- 7 STABILIZED CONSTRUCTION ENTRANCE CLDS # CLDS #30,068 g ~7 iV t Kl'1L IN U t C V IVI C IN ~/A~ IN CLDS #30,03 0 ° z ° ~ Q N
C2.2 C2.2 NTS C2.2 z ~ ~~WmJW NTS NTS W
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N:~_2007\1007154\CAD\DWQ\7154-DTL-DEMO.dwg, C-2.2, 6/5/20081:07:14 PM, jkaiser, LandDesign, Inc.

Seal nYent Basin Desi~i~ -Please 1
GENTLE SLOPES STEEP. SLOPES o N
Pro ARROWOOD STATION Computed By: FJM Date:. 12/03/07 N
100 Ibs/acre tall fescue ~ SEEDING 30 Ibs/acre Sericea lespedeza • Z ~
Loc CITY OF CHARLOTTE, NC Checked By: KtX7V Revised: 05/13/08
.MIXTURE. 80 Ibs/acre of tall fesue (unscarified after August 15) ~ M 10 Ibs/acre Kobe lespedeza o N
L.M ~ M
Developer: HARRIS DEVELOPMENT GROUP, LLC ,FALL: August 25 -October FALL: August 25 -October 15 U o
Late winter; February 15 -April 15 Late winter: February 15 -April T5 v ~ E w o
SEEDING To extend .spring seeding into June,. add To extend spring seeding into June, add'
Design Criteria DATES 15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bei-mudagrass ~ a
Design Storm 10 yc 2 yr Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza ,over fall-seeded ~ M
.tall. fescue is very effective. tall fescue is .very effective. ~ ~ ~
Rational Runoff Coeff. OS 0.5 Zo
M SEEDING Apply lime arid. fertilizer per soil rests, or 4000 Apply lime and fertilizer per soil rests,: or 4000 I"~1 N
Intensity 7.03 in/h~ (Tc= S min.) 5.03 in/hr (Tc= 5 min) AMENDMENTS Lbs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10`
Weir Coefficient 3,0 fertilizer, rtilizer.
Height Over Weir 1 ft
NOTE 1 s o~ /
~ r~ Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after •.,y
Basin Side- Spillway Spillway Barrel Barrel/Riser land disturbing activity is completed or" has temporarily ceased. A _
Type and Drainage Denuded Sediment Basin slope Length Elev Capacity Size = 1164 =
NOTE 2 -
Number Area (Acres) Area{Acres) Volume ft. ft. 0.2 cfs/acre Graded slopes and fills-- Protective cover must be established on all graded slopes and fills within 21 calendar days after ••FNCiNEER Cy : ~ a phase of grading. is completed or has temporarily ceased. jN"'~
Required Provided per NCDENR
~B L 12:38 10.82 22,284 34,155 2 ' 15 623 2.476 30" / 48
SB 2 24.03 19.42 43,254. 48,866 2 28 607 4.806 30•• / 48° 0
a
SB 3 3.93 318 " 7,074 50;348 2 10 625 0.786 30"/ 48' Q a o
TST 4 1.92 L68 3,456 6,126 2 10 624- NA NA E~ w m N ~ SEEDING SCHEDULE E a~ ~ o
C2.3 ~ o NTS N N a o 0 v
aU ~E > > NN Na N N
Sedinieut Basin Design -Phase 2
Pro ARROWOOD STATION Computed By: FJM Date: 12/03/07
Loc CITY OF CHARLOTTE, NC Checked By. KWV Revised: 05/13/08
Developer. HARKIS DEVELOPMENT GROUP TEMPORARY SEEDIf~G FOR WARM AID COOL SEASON
' EARLY SUMMER SEASON STEEP. SCOPES
Design Criteria:
Design Storm 10 yr 2 pr
SEEDING, 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain)J(
Rational Runoff Coeff. 0.5 0.5 MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue
Intensity -7.03 in/hr (Tc= 5 min.) 5.03 in/hc (Tc= 5 min.)
Weu Coefficient 3.0 May 1 -August 15 October 25 -December 30
Height Over Weir 1 ft
SEEDING Refertilize if growth is not .fully adequate. Between December 30 -February 15, m ~
Basin Side- Spillway Spillway Baice! Barrel/Riser DATES add 50 Ibs/acre of annual. Kobe .lespedeza, Q J
Apply 4000 Ibs/acre straw or equivalent Apply .4000 Ibs/acre straw or equivalent
Ty~~e and Drainage Denuded Sediment Basin slope Length Elev Capacity Size hydroseeding, hydroseeding. L W Q
FJumber Area (Acres) Acea (Aries) Volume ft. ft. -0.2 cfs/acre SEEDING Apply lime and fertilizer per soil .rests, or 2000 Apply lime and fertilizer per soil rests, or 2000 ~ U Q
Required Provided perNCDENR Ibs/acre limestone and 750 Ibs/acre 10-10-10 .Ibs/acre limestone and. 750 Ibs/acre 10-10-10 Z
AMENDMENTS ~ z fertilizer. fertilizer. W W
SB 1 16.33 13.02 29,484 34,155 2 19 623 3.276 30° / 48"
SB ~ 9.50 9.58 = 17,100 48,866 2 11 607 19 30" / 48" ' ~ ~ ~ 0 W
SB 3' 1536 11.Q3 27,648 50;348 2 18 625 3.072 30" / 4g° Q Z ~ ~
W =
s SEDIMENT BASIN DESIGN INFORMATION 2 :SEEDING SCHEDULE ~ OLDS #30,116 ~ J J
C2.3 C2.3 (SEASONAL) NTS J ~
®Z ~
W ~ Z
Q
_ ; W W U
Arm Assembly
J®° Z. 0
~ooo
~1 - - y "C" Enclosure Z o Q ~
. _~QW
~ PER5PECTTV~ i/TEW wmunrtntry
PVC End PVC Verrt Schedule 40
~oP PVG Elbow Pipe PVC Pte - :heduf a ~40
p PVC Pf~e
3~ 3. O ' - - Water 5u ace ~ _
PVC End -
Cap
Schedule 90
PVG Tee PVC Plpe .PVC Pipe ` ~ ?rifite N
Holes in y PVC Tee Orifice P~nte Z
UndereTde Flexible Plate 0
Hose - _ W
i = 0
Botfiom surface
~ z~ 30
END VIEW FRONT VIEW -
- moo M.
- - _ (-5SKIMMER r4--~ANTI ~ ~ NCDENR s RESERVED ~m~m NCDENR 6,642 0 ° z ° Q N
N. T. S. C2.3 C2.3 NTS G2.3 NTS Fj, W u Q o wu
0U L
N:\-2007\1007154\CAD\DWQ\7154-DTL-DEMO,dwg, C-2.3, 6/5/20081:07:41 PM, jkaiser, LandDesign, Inc,

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N:000711007154\CAD`DWQ17154-PLN-PRE DEV.dwg, C.4.7, 6/5/20081,25,45 PM, jkaiser, LandDesign, Inc:

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: , , ; 1 - ,;SOIL TYPES
: , : I ` , ~ 1 ~ . ~4 ~ ~ \ CeB CECIL-SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES N
y , ' 1 1 ; ,r _ ,.r , ~ ~ a ! ; sic': \ ~ I ; 1 ` 1 ~ r Phi ' \ t~. , , ; \ i/
i ~ ` ` , \ ~ CuB CECIL-URBAN LAND COMPLEX 2 TO 8 PER E C NT SLOPES
N / : ~ ' En6 ENON SANDY LOAM,2 TO 8 PERCENT SLOPES N
, , , ~0 ` ' ~ . \ ~ MkB MEKLENBURG-URBAN LAND COMPLEX, 2 TO 8 PERCENT • z
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i i . ~ / ` ; n' I" A Ur URBAN LAND ~ o ~i
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,m m n ~ ~ ~ ~ ` \ WkD WILKES LOAM, 8.T015 PERCENT SLOPES u ~
: ins ro 6oNC 'A"'o"'o ~ `i. ~ d^ ~ i 1 ~ ` \ ~ ' ~ WkE WILKES LOAM, 15 TO 25 PERCENT SLOPES L " °
• ' , , ~ t o ~ ~ WuD WILKES-URBAN LAND COMPLEX, 8 TQ 15 PERCENT SLOPES ~ M
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n , m ~ ~ THE OFFSITE DRAINAGE SHOWN ON SHEET C-4.7 WILL NOT C, ,
\ '1 \ BE ROUTED THROUGH THE PROPOSED WET PONDS, THE ~ ~ s ~f~"=
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TI PS I PERMANENT SEEDINGSPECIFICA ONS EDING SCHEDULE I SE
POND DESIGN INFORMATION: 1 tOW MAINTENANCE AREAS ~ ^ Ca
1 sTEEPSLOPESORSTONY,sHALLOwoRDRYSOILS. SEEDBED PREPARATION -NOTES TOTAL DRAINAGE AREA 16.38 AC. TO FACILITY i
TYPE RATE ~ / i~ ~ l i; ~ - o
1. SURFACE WATER CONTROL MEASURES TO $E INSTALLED ACCORDING TO ~ • TALL FESCUE 100 LBIACRE PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.. LAND USE -SINGLE FAMILY PERCENT IMPERVIOUS. = 81 % ~ " ~ I EXISTING PIPE. t~ , N
SERICEA LESPEDEZA 30 LBIACRE { ~ ~ 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE RESIDENTIAL AND AMENITY DESIGNED TO 81 % IMPERVIOUS I KOBE LESPEDEZA 10 LBIACRE { ° TO BE REMOVED
TOPSOIL 3" DEEP ON SLOPES 2.'1 OR FLATTER] TOTAL SEEDBED ENT E SLOPES AVERAGE SOILS PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE l~. G L ` ~ / w ~ , , •
COMPACTED DURING GRADING LOOSENTOADEPTHOF6"T08". I REQUIRED PROVIDED ti ~ TYPE RATE POND REQU REMENTS: ~ ~ ~ p \ N N
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED TALL FESCUE 80 LBIACRE FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT TEMP; W.Q. VOLUME 46, 318 CF 48, 261 CF ,JJI ~ 0 tv U
sERIGEA LESPEDEZA 20 LBIACRE AND MAINTENANCE OF VEGETATION. ~ ~""`^.^h \
_ \ KOBE LESPEDEZA 1aLBiacRE 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS, SOILS FOREBAY VOLUME 16,462 CF (20%~ 16,825 CF {20%} WITH H HIGHER THAN 6 NEED NOT BE LIMED. IF H IS NOT ' ~ ~ ~ A
HIGH MAINTENANCE AREAS p P KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. `1 : ~ v L
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES - APPLY LIMESTONE AND INCORPORATE INTO TOP 4' TO 6' OF SOIL: TYPE RATE 5: APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF 1, ~ Y / / / • ~ to N ,GCO
STRUCTURE: SIZE NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING BLEND OF TWO TURF-TYPE 200 - 250 LBIACRE TO SEEDING SPECIFICATIONS BELOW,
TALLFESGUES(90°/°)AND 6. ROUGHEN SEEDBED SURFACEP.RIOkTOAPPLICATION. GROOVE OR WATER QUALITY RELEASE 3" DA, ~ _
TWO OR MORE KENTUCKY FURROW SLOPES STEEPER THAN3:1. RISER 3~X3~ BOX BLUEGRASS VARIETIES (10°/) 7, FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO ~ ~ B
GENTLE SLOPES DRIER SOILS, PHYSICAL LIMITATIONS DE OR MORE THAN 15 WORKING DAYS FOLLOW THE BARREL 24° RGP, FINAL GRA F . / / ~ ~~`..!19y \ MAINTENANCE ~7~~CES , N
TYPE RATE TEMPORARY SEEDING SPECIFICATIONS BELOW: ~y ' N 1 ' \ ' ~ _ \
BLEND OF 50%aKY•31 TALL 200-250 LB/ACRE NOTE: REFER TO C8.7 FOR LITTORAL SHELF
FESCUE AND 50% MIXTURE OF TWO OR MORETURFTYPE PLANTING PLAN. i
TALLFESCUES 1 I
' G S-LINED CHANNELS AVERAGE SOILS RAS , WET POND MAINTENANCE NOTES \ "1
TYPE STRUCTURE ~ s - 1, / ~ , F fy=
TALL FESCUE 200 LBIACRE oR THE FOLLOWING INFORMATION SHALL BE POSTED ON THE MAINTENANCE 4 - 5 LB11000 SF \ 1 l ~R ~ l ~ _ . . F _ - „ Y , I~ 1 _ AL _
IL NN S DRY SOS J ' GRass uNED GHA EL , INFORMATION SIGN AT THE WETPOND SITE: f 1'-0" 0 TYPE - _ \ ~ / _ ~ -
WET POND #1 ~ aJ ~ ~ a". 1 , I A l ~ ~ 1 21464 .I EXISTING HW P
COMMON BERMUDA GRASS 40 - 80 LBIACRE OR PERMANENT POOL ELEVATION: 618.00 PERMANENT POOL n y y y i - 2 LBnaao sF M ELEVATION: 612.00 MAINPOOL 612.00 FOREBAY = I POND BOTTO ( 1 ) \ ~ ~y (~y TO BE REMOVED ~ ~ ~ ~o I'. L. _ / l
E ROUND LLB APPLIED AT THE RATE OF 4000 LBIACR OF G AMENDMENTS SHA E \t / /r , ` Fitt I ,~~NGIN6ER.o~: I ' J: ~ ~ / .
AGRICULTURAL LIMESTONE AND 1000 LBIACRE OF 10.10-10 FERTILIZER. L CRE OF ROUND f DRY SOIL, GRASS LINED CHANNELS SHALL USE 3000 B(A G 1. GENERAL . `l) -lQ 1 f~,'1 l.v r r ~ Idyll ,U , /
AGRICULTURAL LIMESTONE AND 500 LBIACRE CF 10-10.10 FERTILIZER• THE POND MAINTENANCE INFORMATION MUST BE PERMANENTLYPOSTED ON•SITE. LOCATION OF ~ ~ ~ . MULCH sHALLBE APPLIED Ar THE RATE OE 4000 LBIACRE OF STRAW. THE POSTED INFORMATION SHALL BE CONSPICUOUS. INFORMATION TO INCLUDE PERMANENT WATER QUALITY ORIFICE _ ' ~7
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT, NETTING OR MULCH POOL ELEVATION FOREBAY BOTTOM ELEVATION, CLEANOUT ELEVATION, AND MAIN POND ` ~ \ •
ANCHORING TOOL, JUTE OR EXCELSIOR MATTING SHALL BE USEDiN GRASS BOTTOM ELEVATION, SPECIFYCLEANOUTELEVATIONSATDEPTHSOTHATCLEANOUTOCCURS WATER UALITY ORIFICE DETAIL LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. ' - / ~ /
WHEN DEPTHS OF FOREBAY AND MAIN POND ARE REDUCED TO 75% OF ORIGINAL DESIGN DEPTH. y G /
ALL SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION FEATURES. CLASS B 2~-O MIN C ~3" / L o
MUST BE REPAIRED, AND THE VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A RIP-RAP 15° MIN TEMPORARY SEEDING SPECIFICATIONS TS O STORMWATERBMPBEGINS, DEPTH h F+~
TYPE RATE §Y ~ ~ y
2. MAINTEpANCE SCHEDULE: TOP OF BERM - 619.00 C RYE GRAIN 120 LBIACRE c~ / Ir / ~T ~ : , , , 2j I o ~ _ N N
( ) ANNUAL LESPEDEZA 5o LBIACRE OFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: 1. AFTER EVERY SIGNIFICANT RUN
oRLOBE p TOP OF WEIR - 618,00 ~
CT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT OQ~ •...p ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL ~ ~ .S Q ~#1 ~ q aN ,a ~
TYPE RATE 'l' I/ CONDITION. p ' ( ~ ,
GERMaN MILLET. as LBracRE B) CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THA THE DRAWDOWN OF THE D \ / TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNE C\ \ ' ~ ~y~ sus. 6 6 ~ g \
~
2. REPIAR ERODED AREAS IMMEDIATELY. RE SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN ? ER M AND WEI p SEr+T~ O A GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBEANKMENT TO MAINTAIN A D 11 f~ lr I V ~ r / 1
TYPE RATE MAXIMUM HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. ' ' ~ ~ Q1. ` / / ~
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (i,e. CATCH BASINS, PIPING, SWALES, RIPRAP, 1 g' ~ ~ RYE (GRAIN) 1zD LBIACRE ARTERLY TO MAINTAIN PROPER FUNCTIONING. `O O / ,
ETC) QU WIDTH RIP RAP BERM ~ ; T P T 0 TH APPROVED PLAN ALONG THE DAM 11 4. REMOVE WOODY VEGETATION NO AR F E 1'-0" AN IR ~ v D WE ~ ; v.J / ~ /
BANKMENT. ~ G EM 7 Y / ~ \ p cep ~ ~ n
TI N IN THE LITTORAL SHELF AND REPLANT AS TOP OF BERM ~ 5. REMOVE INVASIVE AND DEAD VELETA 0 : / J
F 4 LBIACRE STRAW. NECESSARY. MULCH SHALL BE APPLIED AT THE RATE 0 000 6. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY PERMANENT POOL STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH Y Y y / ? / , O / r.~s s8 , /11~
OR WHEN THE DEPTH IS REDUCED TC 75% OF THE ORIGINAL DESIGN DEPTH, REMOVED TOP OF WEIR SEDIMENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A • ~ ` A Y A 7 ~,y
- RADED SLOPES AND ELLS , MANNER THAT WILL NOT ADVERSELY IMPACT THE WATER QUALITY( i.e. STOCKPILING NEAR A GRADED SLOPES AND FILLS THE ANGLE FOR G G ~ z~ .
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY WET DETETION BASIN OR STREAM, ETC.). veGETATIVE GovER oR OTHER ADEquATE EROSION coNTROL DEVlces oR 7. PERFORM ANNUAL INPSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY 1'-0" ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. / £ / ~ G y
STRUCTURES. IN ANY EVENT SLOPES LEFT EXPOSED SHALL WITHIN 15 T E OWNER . PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES. 6" FOREBAY DRAIN. 0.5% SLOPE MIN.. /
WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR H ) OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES: p A A ^ A I / =280' FLOW PATH...... ~ ~ ~ _ ' ' / ~ / t~''.
SUFFICIENTTORESTRAINEROSION. BERM AND WEIR DETAIL / .7 Q / . / ,
- Y IS UNDERTAKEN ON SECTION B IN ACTIVIT FFLE VE LAND DISTURB G REBAY. BA ENE R GROUND COVER WH v ~ / 'LITTORAL SHELF ' . / ' ~ Y; ~
A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO N.T.S. 7 / ; 10:4 SLOPE / 6~ ~ ~ / I, 0 / a
RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 15 -
WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS ~ / Q/ ~ ~ / . /
SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR -NOTE: 1 ~,r, <
, CONTRACTOR SHALL SUBMIT SEALED SHOP ~ .3X3' CONCRETE 4 / , ,
T rRU ruRE DRAWINGS TO ENGINEER FOR CITY ENGR. ~ / ounE s c - ToP aPEN w/ TRASH RACK 5' REVIEW AND APPROVAL PRIOR TO . /
MIN DAM AND EMBANKMENT CONSTRUCTION ToP of oAM ELEV. 62a.3z 2 -MIN, FABRICATION OF OUTLET STRUCTURE. / 't Y ~ I My l C. a. l _ ~ c - / ~ '122 t,.) ~ r, U r f
ERAL • THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL. 1. GEN ~ / ~
t ~ VEGETATIVE MATERIALAND TOP SOIL PRIOR TO DAM CONSTRUCTION. THE DISPOSAL OF TREES, _ FILL BERM -COMPACTED Ta 95q STANDARD PROCTOR \ ; \ Y\k ~ .f ,
STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED IN THE r - WEIR ELEV. 622.1 Im- MH-tt ~
DAM OR P004AREA OF THE POND. WHEN BLASTING IS USED TO REMOVE ROCK FROM THE ~~m 2 POOL AREA; THE BLASTED AREA SHALL BE OVER•EXCAVATED TO A DEPTH OF AT LEAST TW0 NwE si8.0 3" DIA. WO RELEASE ~ C" ,
' ELOW FINISHED GRADE AND BROUGHT BACK TO FINISHED GRADE WITH CLEAN INV ELEV. sta.o ~1~m- Q 66 FEET (2 J B _ ERIAL COMPACTED IN PLACE. ' / 1 / / Z 7
RELATIVELY IMPERVIOUS SAIL MAT PERMANEN [m~Le- EXISTING 36" STORM DRAINAGE PIPE 2. EARTH FILL DAMS ~ .POOL - ~ L / ~ Q Z
A) SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT /n / 'V 0 / 0 / / / ~ U o ~ 1~ ® ~
SIGNIFICANT SHRINKAGE SWELL OR DISPERSION SHALL NOT BE USED IN THE EMBANKMENT. INV IN 110 LF - 24" RCP B) A CUTOFF TRENCH (CORE TRENCH). SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE -
612.5 ~ 2.25% INV OUT . FEET (5) THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM 6to.z5 ' Lu (n J (n
OF THE INSIDE TOP OF SLOPE OF THE DAM. THE CUTOFF TRENCH SHALL BECAREFULLY ~ .BACK-FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST ' WET POND ~1 PLAN ~ ' J
NINETY•FIVE PERCENT (95%) OF STANDARD PROCTOR DENSITY. BorroM ELEV. st2.o 2a' a' Zo' ao~ ao' DRAINAGE AREA 14.02- ACRES. , p ~ o ~
OUTLET PIPE SHALL HAVE (2, - 4'X4'X4' 2lT d~ C) THE MINIMUM TOP WIDTH OF THE DAM SHALL BE FIVE FEET {5'j AND SLOPES SHALL NOT BE ANTI-SEEP coLLaRs WATERTIGHT JOINTS CONCRETE STEEPER THAN 2:1 {TWO HORIZONTAL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS ( )
AROUND THE POND. REFER TO OUTLET STRUCTURE DETAIL w 00 Q ~
D) ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALL BE FoR coNCRETE ANCHOR oIMENSIaNs
MECHANICALLY STABILIZED OR HAVE PERMANENT SEEDING SCHEDULE. - ETAILS ED STRUCTUR OUTLET E CAST PR W2 . ~ END OF FLARED SECPDN ~ ~ ! ~ Q
GENERAL NOTES. N,T.S, - Q
1. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL NOTES: I ~ ~ Q
A5 SOON AS GRADING OPERATIONS DICTATE. SEE PERMANENT SEEDING SPECIFICATIONS FOR SEEDING SCHEDULE. L CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON ~ f O o
2. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE ARCHITECT TO BE DESIGNED BY THE ENGINEER. ~ ~ 1
FOR THE SELECTION OF PERMANENT AQUATIC PLANTS, AQUATICIWETLANDVE6ETATION SHALL BE ESTABLISHED AROUND THE PERMANENT POOL AND AS FAR UP THE SLOPE AS POSSIBLE. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR ~ , ~ 0 RIPRAP APRON DESIGN .STANDARDS.. ~ 1
WETLAND VEGETATION SHALL BE ESTABLISHED TO AT LEAST A MINIMUM DEPTH OF ONE FOOT 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
BELOW PERMANENT POOL. OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. i B ° B
3. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION AND THEIR ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT POND FOR INSPECTIONS AND 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE b
I MAINTENANCE ENFORCEMENT. SURFACE OF THE RECEIVING CHANNEL. 1HE AREA TO BE PAVED OR RIPRAPPED ' SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
4, OPERATIONS AND MAINTENANCE INFORMATION MUST BE POSTED ON•SITE. INFORMATION SHALL BE ' MOUNTED ON OUTLET STRUCTURE OF POND, CLASS e CONCRETE ro BE USED SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. PRIOR TO FINAL ACCEPTANCE THE WET POND SHALL HAVE WATER PRESENT IN THE BASIN UP TO THE wl 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM I END DFAPRaN
PERMANENT POOL ELEVATION,. STONE FACE WITH BRICK WANATTIEWITH UTILITY BRICK CONTRACTOR SHALL COORD E OWNER PRIOR TO CONSTRUCTION. WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEINNG CHANNEL 5:1
OUTLET STRUCTURE NOTE 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% DR GREATER. PLAN 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
PERMANENT POOL ELEVATION WILL. BE MARKED IN THE FIELD ON CHANNEL SHALL NOT BE ALLOWED.
THE SIDE OF THE OUTLET STRUCTURE. 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON ar. sLaPE WILL BE PERMITTED. ~~4~9~pL=n=ol_B=
3, 9. FILTER fABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO " _ _ _ ~ _
TOP OF WEIR TRASH RACK ELEV. 622.1 PLACEMENT OF RIP RAP. - F I P MIIN.
24" RCP ELEV. 618.0 ~ BARREL I' MIN. I= 1'-6' - FILTER FABRIC LAP 10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL (IF NEEDSD)
PERMANENT s„ olA. wo MUST BE STABILIZED. USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR ELEVATION
POOL RELEASE. CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
' GROUT WATER OUTLET La W1 W2 +T H NANRAL GRADE
TIGHT Concrete Anchor Calculations ' .FES-30 _32' 39.5' 7.5' 11.4" N0~ SIDEDSLOPES Z
INV IN 6 Vol Displaced {cf} lJpu'aard Farce (Ib} Dawnward Farce {Ib} Cubic Feet Needed s, 2.s FES-52 38.9' 47.9' 9' 14.2" D' NO SIDE SLOPES M ~ RIF RAP M ~ - O
Basin # Riser (In} Height (ft} 24° RGP Area x Height ; =Uol x 62,4 =1.5 x Upward =Dawnward 1150 24" FES-110 38.9' 47.9` D' ~I r' I~ VI 9' 14.2" NO SLOE SLOPES H ~'R 1 . HW-32 32' 38" 6' 16.4' NO SIDE SLOPES ail T (TNICNNESS) ~
OUTLET PIPE SH LL HAVE.WATERTIGHT 1 ' 48X4$' 9.6 153:6 9585. JOINTS , 14377. 96 • 4 HW-54 20' 22.5' 7.5' 12" 0
2 48X48 10 ~ ; , .5. .7 17L2 10683 16024 107 -I NO SIDE SLOPES FES-126 22' 24' 6' 12" NO SIDEOSLOPES NOTE; LACER OF FILTER fABRIC
N 5"5 I i 3 48X48 6.9 110.4 6889 10333 69 - coax INSIDE & aurslDE • MINIMUM H=2/3 PIPE OIAMEffR + d50 (see fig S.D6 o&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
BOTTOM ELEV. 612.0 OF BRICK RISER WITH TYPE t;-0 „S" WATER PROOF CEMENT. •PLAN dmax = 1.5 x d50 ~ - SECT~~N B-B
T Ln
STRUCTURE OS~1~ SECTION OUTLET OL'-~~= Ol r
O S- n p
6 6 RIPRAP APRON AT PIPE OUTFALLS - GLDS #20.23 m
C4.5 NTS w di z u 3 Z u m ~ w W w C4.AT SWIM -~~WuQo W
ooouaLn Ln
N:\-200711007154\CAD\DWQ\7154-DTL-WET PONDS.dwg, POND-1, 6/5/2008 3:11:28 PM, jkaiser, LandDesi9n, Inc.

~
PERMANENT SEEDING SPECIFICATIONS PS . / 1.
G SCHEDULE SEEDN POND DESIGN INFORMATION. ' LOW MAINTENANCE AREAS \ ' 6 ' 3~
OILS SEEDBED PREPARATION NOTES T T I R .50 AC. TO FACILITY STEEP SLOPES OR STONY, SHALLOW OR DRY S 0 AL DRA NAGE A EA 9 / _ ~ ~
TYPE RATE "1! ( i
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO '`I TALL FESCUE 100 LBIACRE PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. LAND USE SINGLE FAMILY. (PERCENT IMPERVIOUS = 54%) >1 ` ~ W
SERICEA LESPEDEZA' 30 LB/ACRE 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE RESIDENTIAL AND AMENITY DESIGNED- TO 54% IMPERVIOUS) ~ ' C N
KOBE LESPEDEZA 1o LBIAGRE ~ TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED - , _ ;
E TLE SLOPES AVERAGE SOILS PREPARED DEPTH SHALL BE 4" TO 6"DEEP. IF SOILS ARE G N Oi N i , J e8 ~ \ ~ M
TYPE RATE COMPACTED DURING GRADING LOOSENTOADEPTHOF6"T08". POND REQUIREMENTS: REQUIRED PROVIDED - 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED / 6
TALL FESCUE 80 LBIACRE FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT TEMP. W.Q. VOLUME 18, 484 CF 70,593 CF SERICEA LESPEDEZA 20 LBIACRE AND MAINTENANCE OF VEGETATION. ~
F R AY V LUME 16 666 CF 20~ : 20 319 CF 24% \ 4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS 0 EB 0 ~ ) ( ) ~ KOBEtESPEDEZA 10iB1ACRE ? I ,tip,; ~-l u
WITH H HIGHER THAN 6 NEED NOT BE LIMED.. IF pH IS NOT ~ HIGH MAINTENANCE AREAS p KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. _ ' ~ ~ w• w
VERAGE oR BETTER MOISTURE; Cool SITES NE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL. NTLE SLOPES SOILS WITH A APPLY LIMESTO • ~ GE ~J N. _
ATE 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF - A TvPE R STRUCTURE:. SIZE NO SOIL TEST HAS BEEN PERFORMED; APPLY FERTILIZER ACCORDING
BLEND of Two TURF-TYPE 200.250 LBIACRE TO SEEDING SPECIFICATIONS BELOW. TALLFESCUES(90/°)AND 6 ROUGHENSEEDBEDSURFACEPRIORTOAPPLICATION. GROOVE OR WATER QUALITY RELEASE. 2.5'~ DA.
.TWO OR MORE KENTUCKY FURROW SLOPES STEEPER THAN3:1: RISER 3X3. BOX
BLUEGRASS VARIETIES (10%) 7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO BARREL 24" RCP _ r 1 2 \ ,
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE 7YP RATE TEMPORARY SEEDING SPECIFICATIONS BELOW:- E \ N ~
$LEND OF 50% KY-31 TALL 200 - 250 LBIACRE A i N - r. t `~J
° T RE NOTE: REFER TO C8.7 FOR LITTORAL SHELF ~ENANC FESCUE AND 50/o MIX U E gCCE ACCESS \ \ .
OF TWOORMORETURFTYPE PLANTING PLAN. .SS ; TALLFESCUES ~ ~ T~111
ELS AVERAGE SOILS f GRASS-LINED CHANN + ~ ~ ~ o~ Q,~ f,,
TvPE WET POND MAINTENANCE NOTES. STRUCTURE . ; ~ . ,r
TALL FESCUE 200 LBIACRE OR ' _ _
a - 5 LBnaoo sF THE FOLLOWING INFORMATION SHALL BE POSTED ON THE MAINTENANCE ' GRASS-LINED CHANNELS, DRYSOILS INFORMATION SIGN AT THE WETPOND SITE: 1'-0" 8 . - 0 ~8 ~ \ - 21164 =
TYPE WET POND#1 o PERMANENT POOL a ,1`~ - '
COMMON BERMUDA GRASS 40 - 8D LBIACRE OR n ~ ' PERMANENT POOL ELEVATION: 602.00 - _ 1 -2 LBI1000 SF - ` ' ~ ' ~ . ;N ~ F ~ ~sa~ 6~G TEMPORARY ~ £NCINEE~ ~ ;
F REBAY 4`, ' POND BOTTOM ELEVATION: 594.00 (MAINPOOL), 596.00 (0 ) AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LBIACRE OF GROUND ' ` " ~ DIVERSION DITCH y ~ ,
AGRICULTURAL LIMESTONE AND 1000 LBIACRE OF 10-10-10 FERTILIZER. ~ 3y,'. ~I' P QQ 60. _ ~ ,,t\. ~~IIiIIIV11 1. " ~ a~ ~ ~
DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LBIACRE OF GROUND ' AGRICULTURAL LIMESTONE AND 500 LBIACRE OF 10-10.10 FERTILIZER. 1. GENERAL sti ~ spas 8\ .Q~ \
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LBIACRE of STRAW. THE POND MAINTENANCE INFORMATION MUST BE PERMANENTLY POSTED ON•SITE. LOCATION OF WATER .QUALITY ORIFICE .STRAW SHALL BE ANCHORED eY TACKING WITH ASPHALT.' NETTING OR MULCH THE POSTED INFORMATION SHALL BE CONSPICUOUS, INFORMATION TO INCLUDE PERMANENT ~ A A" , . so ~ . \ 6 f,, ~ ~ ' o s ~ ~6 C,
ANCHORING TOOL ouTE oR EXCELSIOR MATTING SHALL BE USED IN GRASS. POOL ELEVATION FOREBAY BOTTOM ELEVATION, CLEANOUT ELEVATION, AND MAIN POND WATER UALITY ORIFICE DETAIL
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. H T CLEANOUT OCCURS BOTTOM ELEVATION. SPECIFY CLEANOUT ELEVATIONS AT DEPTH SO T A F FOREBAY AND MAIN POND ARE REDUCED TO 75% OF ORIGINAL DESIGN DEPTH. WHEN DEPTHS 0 ''-.e \ \ U
CLASS B 2'-0" MIN e ~RQ~ s9 = ~ - € _
ALL SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION FEATURES TEMPORARY SEEDING.SPECIFICATIONS TS MUST BE REPAIRED, AND THE VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A RIP-RAP, 15 MI N •
0 DEPTH '~L STORMWATER BMPBEGINS. ' N6 ON ~ F~ o A o My,2 L o
`.TYPE RATE , , TOP OF BERM - 603,00 ~ ~RFq N~ t ~so2s 6Q4 FF ~ w ~ ~ ~
RvE (GRAw) 12a LsrnCRE 2. MAINTENANCE SCHEDULE; ANNUAL LESPEDEZA 50 LBIACRE , . N N N 6016; 6~2~~:w Z
L EVENT AND AT LEAST MONTHLY: ~ TOP OF WEIR - E02.00 OR LOBE 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFAL ~ ~ pe f , ~ ~ ~v~oe .cu.;. c z ~---''lam
A INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT S~ ~ ~ S9 ) .1 _ . • c ZI`IL r~ii ~ § r~ y, A\'~~,w"~~~~€ t~ ` ~X
TYPE RATE ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL ti' . \ O ~ i '.-,w3.,t~~x~2 = E 1. f ~t f. 3=';t ~ ~ ~4 ~ c
CONDITION. I ~ ' GERMAN MILLET 40 LBIACRE B CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THA THE DRAWDOWN OF THE ~ ` ) ~ ~ UO E ~~~atJ ~l~~'~~.,. ~,:(;~e '`v ye,3 ~s ~~aa jM f~R~.~~~~~ ~~i ~~~k~~ O zr. 6p~ - ~ Is^~ 8ql- ~~~3 •1 .
TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. 4. ` ~ c a. " ' s N ~ '
AI AI 2, REPIAR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENTAS NECESSARYTO MAINTAIN BERM AIVD WEIR SECTION'. ~
GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBEANKMENT TO MAINTAIN A TYPE RATE x`/ ~ • . { ~T,d ~ S'~ aTt ;e ~ G ;A~ v~€ k =T ~ R ,~YN1 ~ ~ \ a ~ ' £ yln.3~ . , . ~Za6.zl :I£• ~ tAy + fy f ws .x~.~
MAXIMUM HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. 10' RYE (GRAIN) 120 LBra,cRE 3, INSPECT AND REPAIR THE COLLECTION SYSTEM (i.e. CATCH BASINS, PIPING, SWALES, RIPRAP, J . }n \ / ,
ETC) QUARTERLY TO MAINTAIN PROPER FUNCTIONING. _ WIDTH RIP RAP BERM , 4
4, REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM 1' 0" AND WEIR
EMBANKMENT, TOP OF BERM ~ 5, REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS :EMERGENCY SPILLWAY . r 1
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LBIACRE STRAW.. NECESSARY. PERMANENT POOL ~ ' ` _ l r
STRAW sHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING oR MULCH 6. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY TOP OF WEIR ` ' OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINALDESIGN DEPTH. REMOVED : ~ X30' FLQ)N PATH ~ !
SEDIMENT SHALL BE DISPOSED OFiN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A ~ ' D SLOPES AND FILLS- THE ANGLE FOR GRADED SLOPES AND. FILLS .GRADE MANNER THAT WILL NOT ADVERSELY IMPACT THE WATER QUALITY( i.e. STOCKPILING NEAR A .m L1TTCt~I~ i`•
'SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY ~ .
VEGETATNE;COVER OROTHER ADEQUATE EROSION CONTROL DEVICES OR WET DETETION BASIN OR STREAM, ETC.). 1'-0" ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. .,N , STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 7. PERFORM ANNUAL INPSPECTION OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY
WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING. BE PLANTED OR THE OWNER). PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES. 6" FOREBAY DRAIN 0.5% SLOPE MiN. OTHERWISEPROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
T EsTRAINEROSION: BERM AND WEIR DETAIL " SUFFICIENT 0 R , WET POND #2
~ ' CTION B LE SE oN FF TAKEN REBAY BA I UNDER FO GROUND COVER- WHENEVER LAND DISTURBING ACTIVITY S '
ING MORE THAN ONE ACRE, IF MORE THAN ONE A TRACT COMPRIS
CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO i RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 15 1 fr. I
KING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER WOR ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS
TO CLEARED LAND FORMING THE BASIN OF A RESERVOIR ~ SHALL NOT APPLY NOTE: ,1 ' t~ ~ r _ I ~ ~ _
3'X3' CONCRETE H UBMIT SEALED SHOP ~ CONTRACTOR S ALL S / ;
OUTLET STRUCTURE " DRAWINGS TO ENGINEER FOR CITY ENGR. i . ~ w
,TOP OPEN W/ TRASH RACK 5 REVIEW AND APPROVAL PRIOR TO MI N. FABRICATION OF OUTLET STRUCTURE. , 4~
.DAM AND EMBANKMENT CONSTRUCTION TOP OF DAM ELEV:.606.5 _ I I~ I I _ f ; Z n / _
1. GENERAL -THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL a I I _ it 2 MIN. =1= -II =gi= - - - J ; ~ ~ Op W N
VE MATERIAL AND TOP SOIL PRIOR TO DAM CONSTRUCTION THE DISPOSAL OF TREES, _ "911 - ~ FILL BERM -COMPACTED TO ~''r-~ VEGETATI _ 1 95% STANDARD PROCTOR ~ 1
STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC, SHALL NOT BE PERMITTED IN THE I bAM ORPOOL AREA OF THE POND, WHEN BLASTING IS USED TO REMOVE ROCK FROM THE WEIR ELEV. 605.2 . ~ , " W
POOL AREA THE BLASTED AREA SHALLBE OVER•EXCAVATED TO A DEPTH OF AT LEAST TWO - _ . / (
FEET 2') BELOW FINISHED GRADE AND BROUGHT BACK TO FINISHED GRADE WITH CLEAN N WE 602.0 2.5" DIA. WO RELEASE a R INV ELEV.. 602.0. ' ERIAL COMPACTED IN PLACE. ELATIVELY IMPERVIOUS SOIL MAT ~ 1 s , , t _ ~ 1 Q :
III = 2. EARTH FILL DAMS ` i ELEV. 698.0 -
A SOIL MATERIALS USED. FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT _ _ ) PERMANEN - ~!I- SIGNIFICANTSHRINKAGE SWELL, OR DISPERSION SHALL NOT BE USED IN THE EMBANKMENT. ~ ~fi HW-32 1 ~ w•.._ J O U
POOL ~I B) A CUTOFF TRENCH (CORE TRENCH) SHALL BE PROVIDED WITH A MINIMUM WIDTH OF FIVE ELEV. 696.0 LLf ~ ~
FEET (5'). THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM OF THE INSIDE TOP OF SLOPE OF THE DAM. THE CUTOFF TRENCH SHALL BE CAREFULLY 32' X 38' RIP RAP APRON WET POND ~2 PLAN ~ ~ J
40 LF - 24" RCP H= 2.5' BACK•FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST INV IN
- ° OR DENSITY. 594.5 @ 1.25% INV OUT H- 4 20~ 0~ .NINETY FIVE PERCENT (95 /0) OF STANDARD PROCT 20~ o' 20' 40~ eoL DRAINAGE AREA 9.50 ACRES 0 Q ~
C THE MINIMUM TOP WIDTH OF THE DAM SHALL BE FIVE FEET (5') AND SLOPES SHALL NOT BE 594.0 STEEPER THAN 2:1 (TWO HORIZONTAL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS ' w
AROUND THE POND. 00 Q
D ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALL BE ) BOTTOM ELEV. 594.0 MECHANICALLY STABILIZED OR HAVE PERMANENT SEEDING SCHEDULE, i = 11 _ 1 = _ 4' 'f ° _ L= 2.5' w~ ~ ~ ~ - - ENDOF FLARED 6ECTON ~ ~
~--~=T~~~!!- OUTLET PIPE SHALL HA (2) 4 X4 X4 WATERTIGHT JOINTS ANTI-SEEP COLLARS GENERAL NOTES ~ Q
(CONCRETE) NOTES: ~ _ ~ Q
1. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL REFER TO OUTLET STRUCTURE DETAIL AS SOON AS TRADING OPERATIONS DICTATE, SEE PERMANENT SEEDING SPECIFICATIONS FOR FOR CONCRETE ANCHOR DIMENSIONS ~ E DETAILS 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON ~ ~ O O
STRUCTUR OUTLET PRE CAST SEEDING SCHEDULE. , TO BE DESIGNED' BY THE ENGINEER. ~ ~ ® ~
2. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE ARCHITECT N.T.S. 2. REFER TO THE CHARLOTTE MECKLENDURG STORM WATER DESIGN MANUAL FOR / 1 ~ O RIPRAP APRON DESIGN STANDARDS
FORTHE SELECTION OF PERMANENT AQUATIC PLANTS. AQUATICIWETLANDVEGETATlON SHALL BE ESTABLISHED AROUND THE PERMANENT POOL AND AS FAR UP THE SLOPE AS POSSIBLE. 3. RIPRAP SHOULD EXTEND UP 80TH SIDES OF THE APRON AND AROUND 7HE END ~ rJ
WETLAND VEGETATION SHALL BE ESTABLISHED TO AT LEAST A MINIMUM DEPTH OF ONE FOOT OF THE PIPE OR CULVERT AT 1HE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF ~a'. 2:1 AND A HEIGHT NOT LESS THAN TWO iHIR05 THE PIPE DIAMETER OR
BELOW PERMANENT POOL. CLASS B CONCRETE 3. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION AND THEIR TO BE USED. CULVERT HEIGHT. z B ~ B tl
ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT POND FOR INSPECTIONS AND 4, THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE c J SURFACE OF 7HE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL 8E AT THE
MAINTENANCE ENFORCEMENT. STONE FACE WITH BRICK WALL TIES. UTILITY. BRICK 4, OPERATIONSAND MAINTENANCE INFORMATION MUST BE POSTED ON•SITE. INFORMATION SHALL BE CONTRACTOR SHALL COORDINATE WITH SAME GRADE (FLUSH) INTH THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHALL HAVE A CUTOFF OR TOE WAIL AT THE DOWNSTREAM END..
MOUNTED ON OUTLET STRUCTURE OF POND. OWNER PRIOR TO .CONSTRUCTION. wl 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM ~ END oFAPAOrv
E T E WET POND SHALL HAVE WATER PRESENT IN THE BASIN UP TO THE OUTLET STRUCTURE NOTE 5, PRIOR TO FINAL ACCEPTANC H PERMANENT POOL ELEVATION. ' W1DTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
T P 0~ ELEVAT ON WILL BE MARKED IN THE FIELD ON - PERMANEN 0 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED T0.959> OR GREATER. PLAN
THE SIDE OF THE OUTLET STRUCTURE. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
3, 8. NO BENDS bR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON D a sLGPE
W1LL BE PERMITTED. ~~I~_loal=~
TOP OF WEIR ELEV. 605.2 TRASH RACK 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO _ PLACEMENT OF RIP RAP. - I, MIN~~ II - f MIN.
24" RCP ELEV. 602.0 ~ ~ BARREL 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL r s FatER FaBRIC EAP
- {IF NEEDED) MUST BE STABILIZED. USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR ELEVATION
PERMANENT 2.5' DIA. wo CHARLOTTE MECKLENBURG STORM. WATER DESIGN MANUAL FOR DESIGN DATA,'
POOL RELEASE. _ OUTLET La Wi W2 'T H D, NATURAL GRADE -
~ GROUT WATER FES-30 32' 39.5' 7.5' 11.4" NO SIDE SLOPES ~
CDncrete Anchor Calculations rICHT FES-52 36.9' 47.9' 9' 14,2" 0 - a ~Z. NO SIDE SLOPES r. RIP RAP O
' Vol Displaced (ct) Upward Force (Ib) Downward Force Ib Cubic Feet Neetletl Basin # Riser (in) Height. (ft) ~ ) FES-110 38.9' 47.9' 9' 14,2" NO SIDE SLOPES - li ~ ~ ~I ~ : , ,rs: I ~ ~ ~
Area x Height. =Vol x 62.4 =1.5 x Upward. =Downward 1150 INV IN 6„ ' 1 48X48 9.6 153.6 9585 14377 96 594.5 HW-32 37 ~ 36' 6' 16.4" NO 61DEOSLOPES ~ 6e i (RfICRNESS)
27„ 24" RCP - 2 48X48 , 10.7 171.2 .10683 16024 10l HW-54 20' 22.5' 7.5 ~ 12" 0 NO SIDE SLOPES FES-126 22' 24' 6' 12 NO SIDE SLOPES NOTE: LATER OF FILTER FABRIC
OUTLET PIPESH LL HAVE WATERTIGHT 3 48X48 6.9 110.4 6889. 10333 69 Jowls MINIMUM H=2/3 PIPE DIAMETER f d50 (see fig 8.06 o&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
' :S~ dmax = L5 x d5D SECTION 6-B
BOTTOM ELEV. 594.0 N ('f7AT INSI(7F R! ~11T`;InF p LI- J Li _ O
n
OF BRICK RISER WITH TYPE
1'-0" °S WATER PROOF CEMENT PLAN 6 6 RIPRAP APRON AT PIPE OUTFALLS omr9T °
CLDS #20.23 o m z
OUTLET STRUCTURE 08 31 SECTION C4,5 OTHER THAN AT SWIM w 3 u m J W W NTS Q7~IuU< Wu LLJ
N.T.S. Ua~a-
N:L2007\1007154\CAD\DWQ17154-DTL-WET PONDS.dwg, POND-2, 6/5/2008 3:22:42 PM, jkaiser, LandDesign, Inc,

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/ `
PERMANENT SEEDING SPECIFICATIONS PS G SCHEDULE SEEDIN ~ MATI N: POND DESIGN NFOR 0
LOW MAINTENANCE AREAS ~ . _ e. . ~ ~ !
E PsLOPesoRSTONV,sHAUOwoRDRVSOILS SEEDBED. PREPARATION NOTES TOTAL DRAINAGE AREA 15.36 AC. TO FACILITY 1' ST E i N
TYPE RATE 1. SURFACEWATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO -
TALLFESCUE 100LelACRe PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. LAND USE -SINGLE FAMILY. (PERCENT IMPERVIOUS = 75%) SERICEA LESPEDEZA 3o LBIACRE 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE ,r ~ _t,,.J'
RESIDENTIAL AND AMENITY (DESIGNED TO 75% IMPERVIOUS) KOBE LEBPEDEZA 1o LBIACRE TOPSOIL 3° DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED ~ / ;
ENTLE SLOPES AVERAGE SOILS PREPARED DEPTH SHALLBE 4' TO 6' DEEP. IF SOILS ARE - G ,
COMPACTED DURING GRADING LOOSEN TOADEPTHOF6'TOS". REQUIRED PROVIDED ' TYPE RATE POND REQUIREMENTS: 3. LOOSE ROCKS; ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED ~Ci
TALL FESCUE so LBIACRE FROM THESURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT TEMP. W.Q. VOLUME 40; 423 CF 41,209 CF s / ~ / f Un
SERICEALESPEDEZA 20 LBIACRE AND MAINTENANCE OF'VEGETATION. M 14 193 CF 20% 14,010 CF 19% RECOMMENDATIONS, SOILS FOREBAY VOLU E ( ) ( ) K08E LESPEDEZA 10 LBIACRE 4, .APPLY LIME ACCORDING TO SOIL TEST ~i l
WITH pH HIGHERTHAN 6 NEED NOT BE LIMED. IF pH IS NOT HIGH MAINTENANCE AREAS KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. - 00 C~, ~ / ~ L L
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES APPLY.LIMESTONEAHD INCORPORATE INTO TOP 4" TO 5" OF SOIL. "
RATE 5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF TR GTURE: E TYPE S U S Z NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING / / ~ / rn „`l ff .C O Q
BLEND OF TWO TURF-TYPE 200 - 250 LBIACRE TO SEEDING SPECIFICATIONS BELOW. AT R UALITY-RELEASE. 3" DIA. MAINTENRNC~;.~ACCESS : ~ M J
TALL FESCUES (90%) AND 6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR W E Q Two OR MORE KENTUCKY FURROW SLOPES.STEEPER THAN 3:1: RISER 3'X3' BOX Ij~ Z o
BLUEGRASS VARIETIES (10%) 7. FOR TEMPORARY SEEDING OFAREAS WHICH WILL NOT BE BROUGHT TO BARREL 24" RCP
GENTLE SLOPES, DRIER SOILS, PHYSICAL uMITArIONS FINAL GRADE FOR MORE THAN 15 WORKING DAYS,. FOLLOW THE / ~YC~ /
TYPE RATE TEMPORARY SEEDING SPECIFICATIONS BELOW. /
BLEND OF 50%KY-31 TALL 200-250 LBIACRE T R FER TO C8.7 FOR ,LITTORAL SHELF FESCUE AND 50% MIXTURE N O E E / tiJ 1. ~ ~ /
OF TWO OR MORE TURF TYPE PLANTING PLAN. . ' / / ~ i III 7 f ^ ~ ! t ` e ,rl aaa
TALL FESCUES GRASS•LINED CHANNELS, AVERAGE.SOILS / i
WET POND MAINTENANCE NOTES TYPE STRUCTURE
TALL FESCUE 200 ierA,cRE oR THE FOLLOWING INFORMATION SHALL BE POSTED ON THE MAINTENANCE S
GRASS-LINED CHANNELS, DRY SOILS 4 - 5 LB11000 SF F RMATION SIGN AT THE WETPOND SITE: IN 0 1'-0"
TYPE WET POND #1 PERMANENT POOL : i ,
COMMON BERMUDA GRASS 40 - 80 LBIACRE OR PERMANENT POOL ELEVATION: 818.00 n_ t~~NET FNGINEE~ ~~,~\hl/ _ ~
1 - 2 L61100o SF POND BOTTOM ELEVATION: 611.00
AMENDMENTS SHALLBE APPLIED AT THE RATE OF 4000 LBIACRE-0F GROUND ERTILIZER. z~~k ; AGRICULTURAL LIMESTONE AND 1000 LBIACRE OF 10.1010 F POND #3
DRY SOIL, GRASS-LINED CHANNELS SHALL USE 3000 LBIACRE OF GROUND GENERAL 6~g ` 62S 628 ~ , ' is l~ ~
AGRICULTURAL LIMESTONE AND 50oLBIACRE OF 10.10.10 FERTILIZER. THE POND MAINTENANCE INFORMATION MUST BE PERMANENTLY POSTED ON•SITE. LOCATION OF TH MULCH SHADeE APPUeD AT THE RATE of aooo LBIACRE of srRAw. E POSTED INFORMATION SHALLBE CONSPICUOUS. INFORMATION TO INCLUDE PERMANENT WATER QUALITY ORIFICE- f~ t ~
STRAW SHALLBE ANCHORED BY TACKING WITH ASPHALT: NETTING OR MULCH OREBAY BOTTOM ELEVATION CLEANOUT ELEVATION, AND MAIN POND. ANCHORING TOOL JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS POOL ELEVATION, F CC R5 WATER UALITY ORIFICE D ETAI L
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. BOTTOM ELEVATION. SPECIFY CLEANOUT ELEVATIONS AT DEPTH SO THAT CLEANOUT 0 U ° DESIGN DEPTH. ~~~a,: - WHEN DEPTHS OF FOREBAY AND MAIN POND ARE REDUCED TO 75 OF ORIGINAL , ~ , . ~ I ~ RFegy 623 wg _ _ ~ ~ L. m 1. ' ~ J\9~3 ~ ~ O
»E EaTURES CLASS B 2'-0 MIN 6J9 621,y,s?3S ~ a ~ U
ALL SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE REMOVED, EROSION F . \ 6?? V
IFICATIONS TS MUST BE REPAIRED, AND THE VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A RIP-RAP, 15 MIN TEMPORARY SEEDING SPEC ' O STORMWATER BMP BEGINS. DEPTH .1 Sk~£ i .1 ,
TvPE RATE TOP OF BERM - 624.64 1 2. MAINTENANCE SCHEDULE: a,. • 'S ~ RM674 r ° ~ ~ w
RYE (GRAIN) 120 LBIACRE ~ . ~ s4 ,.:.6~~ :x LITTORAL SHELF z ~ J
ANNUAL LESPEDEZA 5o LBIACRE 1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: ~ TOP OF WEIR - 623.00. . OR LOBE Q~ ' ~ ~ 01 SL .m...
'~I THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ~O A) INSPECT 5 ~ •0 ' .1 a...' l1 t ~ AFT TFR q ~ ' E . ? ? I; ~ ~ EN Nq
ACCUMULATION, EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL ti, i' TYPE RATE ' ~ ~ ~ ~ ~ rip ~T~~ s>,~. ~ J ? ,n
CONDITION. O , . ' ~ GERMAN MILLET 4o LBIACRE B CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THA THE DRAWDOWN OF THE. ~ f , r, w x,i Fh r.: ~F x~ ,
TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED, ~ 6 LOW P H
2. REPAAR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN BERM AND WEIR- SECTION 3
GOOD VEGETATIVE COVER. MOW VEGETATIVE COVER ON EMBEANKMENT TO MAINTAIN A ~ 1~' F ~
TYPE RATE MAXIMUM HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. 16' =~L i i
RvE GRAIN 120 LBIACRE 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (i.e. CATCH BASINS; PIPING, SWALES, RIPRAP, ( ) ETC) QUARTERLY TO MAINTAIN PROPER FUNCTION?NG. WIDTH RIP RAP BERM C pp ` \ f '^U
4, REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM 1'-0" AND WEIR ~ ~ '1 EMBANKMENT. , ' ~
5. REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS TOP OF BERM « _
NECESSARY. . \ r MULCH SHALL 8E APPLIED AT THE RATE OF 4000 lB1ACRE STRAW. PERMANENT. POOL ( .
OR MULCH 6, REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMIANNUALLY . STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING TOP OF -WEIR OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED .u N
SEDIMENT SHALLBE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALLBE HANDLED IN A. ` ~ • 5 ~ ~ s
DED SLOPES AND FILLS -.THE ANGLE FOR GRADED SLOPES AND FILLS MANNER?HAT WILL NOT ADVERSELY IMPACT THE WATER QUALITY( i.e. STOCKPILING NEAR A , GRA SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINEDBY WET DETETION BASIN OR STREAM, ETC.). ~ j i~ ~ 1 r ~ f i'~~~i' Z
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR ANNUAL INPSPECTION OF THE POND ANNUAL INSPECTION REPORTS TO BE KEPT BY 1'-O" ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. t? ; E T EXPOSED SHALL WITHIN 15 7. PERFORM ( ~ /r~t ~~5~~ ~ ys a '.'I .J \ Vic' S ~ x~:~ i~
STRUCTURES. IN ANV EVENT SLOPES L F THE OWNER . PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES. 6' FOREBAY DRAIN 0.5~ SLOPE MIN. WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR ) RES t t \ ~fY~ ~ 3~' ~ ~ ~ }s£ ~ ~ ~ . ~•C `fit b 3~.~ ~ hoc Q
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTU WEIR DETAI BERM AND ~ ; I SUFFICIENT TO RESTRAIN, EROSION. t ; ~ EMERGEN ~p{I~.LWAY z~l r t r r~9 A ~j ~
t C110N S ~ , ESE Y BAFFL ~ REBA FO i~i "V 4 ~ ~ £ss sv, ~s:,ti~'' \ ti7~ ~ti£L~ g~ `s~ ;i~ ~~ss~ V, : t : ~ / -~O ' _ f ~ s x~s,~~xi~ ~as. eX z ~ ~ ~\~3x~ ; 33f ~~~1~E ~1~''~ ~ - ~ t t ~ 4
GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON , I E ACRE IF MORE THAN ONE ' MORE THAN ON ~ ~ t f A TRACT COMPRISING I t [ gg~ ~M x~ 5 ~ ~3 ~ Z, a = ~ r ~ ~:.O ) t ~tttt~3~k'" ~~S~ct ell tag ty x~ t. ~ t i y ~v s i z "T
OUS ACRE IS UNCOVERED A GROUND COVER SUFFICIENT TO N.T.S. ~ ~ it CONTIGU RAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN 15 REST / l,~ ( 1 ~~'YSysY'y c ~~4a ° Y`~`~`-`i%' i x 'Yta y3~~ ~ O ~.,-c.sds i i~~~~~iii ~ x n r l / x as `Ex f., ~ f ® J
~ C~~ HAT PORTION OF THE TRACT UPON WHICH FURTHER ' J WORKING DAYS ON T :i~` C\V 1 J\ tt ¢£11 ~£xz~a a3 V a: `~e~3~j<F~,,: ..c~ 1
ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS 1 ` E ERVOIR ~ V SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF A R S
NOTE: ~ >n R TE IT EALED SHOP ' 3X3 CONC E CONTRACTOR SHALL SUBM S . r ~
OUTLET STRUCTURE DRAWINGS TO ENGINEER. FOR CITY ENGR. , r
TOP OPEN W TRASH .RACK 5 VA PRIOR TO ~ MIN, REVIEW AND APPRO L ~'v ~rxv~r\ ~ a ~s .~i£s~€f I~t ~ ~ c U
DAM AND EMBANKMENT CONSTRUCTION FABRICATION OF OUTLET STRUCTURE. TOP OF DAM ELEV. 628.35 -T =II- _ _ _ li £~:£.3;tts s`s~~,.``~3 is~~~xx3 i £~i#s~c ~g~~r~ \~e~h - ~ l
• THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALL I I ~ I II 1, GENERAL _ _ e xW 1 Z` ~ 7 ~.L~
TERIAL AND TOP SOIL PRIOR TO DAM CONSTRUCTION. THE DISPOSAL OF TREES, i I u 2 - MI - , VEGETATIVE MA -1= =li= -III. - FILL BERM COMPACTED TO STUMPS CONSTRUCTION DEBRIS, VEGETATIVE MATERIAL, ETC, SHALL NOT BE PERMITTED IN THE I ~ % STANDARD PROCTOR 1 95
DAM OR POOL AREA OF THE POND. WHEN BLASTING IS USED TO REMOVE ROCK FROM THE . - , WEIR ELEV. 625.4 1
POOL AREA, THE BLASTED AREA SHALL BE OVER•EXCAVATED TO A DEPTH OF AT LEAST TWO FEET 2' BELOW FINISHED GRADE AND BROUGHT BACK TO FINISHED GRADE WITH CLEAN 1 ,
O NWE 623.0- 3" DIA. WQ RELEASE. RELATIVELYlMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE, INV ELEV. 623.0. ~ z ~ z . i
2. EARTH FILL DAMS =p= t J 0 U ~
A SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT I ELEV. 622.0 ) ELL OR DISPERSIONSHALL NOT BE USED IN THE EMBANKMENL PERMANEN ~ Ijr-_~ SIGNIFICANT SHRINKAGE SW ,
H CORE TRENCH SHALLBE PROVIDED WITH A MINIMUM WIDTH OF FIVE Ali I HW-54 B}A CUTOFF TRENC ( ) NSTREAM POOL ELEV.' 620.0 LL! ~ J
FEET (5'). THE CENTERLINE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOW OF THE INSIDE TOP OF SLOPE OF THE DAM. THE CUTOFF TRENCH SHALLBE CAREFULLY 20' X 22.5' RIP-RAP APRON WET POND ~3 PLAN ~ , J
BACK•FILLED WITH HIGHLY IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 75 LF - 24" RCP H- 2
NINETY•FIVE PERCENT (95%) OF STANDARD PROCTOR DENSITY. ` INV IN @ Q, 6 INV OUT H- 4 20~ C THE MINIMUM TOP WIDTH OF THE DAM SHALL BE FIVE FEET (5') AND SLOPES SHALL NO.T BE 618.5 ) .618.0 2a' o' Zo' ao' aa' DRAINAGE AREA 15.36 ACRES i 0 0 0 ~ w
STEEPER THAN 2:1 (TWO HQRIZONTAL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS . , mQ ~
AROUND THE POND. ~ , D ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING THE POND SHALLBE - ~ ~ ~
MECHANICALLY STABILIZED OR HAUE PERMANENT.SEEDING SCHEDULE.. BOTTOM ELEV. 617.0 = I gII I - 4'X4'X4" L= 2.5' END OF FLARED SECDON W V / ~ ~J
-mhli~_ OUTLET PIPE SHALL HAVE (2) GENERAL NOTES, WATERTIGHT JOINTS .ANTI-SEEP COLLARS
.(CONCRETE) NOTES: ~ ~ L. O
1. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND THE PERMANENT POOL AS SOON AS GRADING OPERATIONS DICTATE. SEE PERMANENT SEEDING SPECIFICATIONS FOR REFER TO OUTLET STRUCTURE DETAIL 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON ® ~ O 0
AN H R DIMENSIONS ~ AILS R TE C 0 DET FOR CONC E UCTURE LET STR ST OUT PRE CA SEEDING SCHEDULE. TO BE DESIGNED BY THE ENGINEER, I
- 2, CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE ARCHITECT N.T.S, FOR THE SELECTION OF PERMANENT AQUATIC PLANTS. AQUATICfWETLAND VEGETATION SHALL 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR f 1 ~ O RIPRAP APRON DESIGN STANDARDS, I ~ ` o W
BE ESTABLISHED AROUND THE PERMANENT POOL AND AS FAR UP THE SLOPE AS POSSIBLE. 3. RIPRAP SHOULD EXTEND UP 80TH SIDES OF THE APRON AND AROUND THE END
WETLAND VEGETATION SHALLBE ESTABLISHED TO AT LEAST A MINIMUM DEPTH OF ONE F00T BELOW PERMANENT POOL. CLASS B CONCRETE OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
3, THE 60VERNMENT OFFICE HAVINGJURISDICTIONFQR WATERSHED PROTECTION AND.THEIR TO BE USED CULVERT HEIGHT, z 9 g 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE o J
ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT POND FOR INSPECTIONS AND SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
MAINTENANGEENFORCEMENT. STONE FACE WITH BRICK WALL TIES 4. OPERATIONS AND MAINTENANCE INFORMATION MUST BEPOSTED ONSITE. INFORMATION SHALLBE (OPTIONAL). CONTRACTOR SHALL UTILITY BRICK SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
MOUNTED ON OUTLET STRUCTURE OF POND. COORDINATE WITH OWNER PRIOR T vn 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM END aFaPRaN
5. PRIOR TO FINAL ACCEPTANCE THE WET.POND SHALL HAVE WATER PRESENT IN THE BASIN UP TO THE OUTLET STRUCTURE NOTE CONSTRUCTION. PERMANENT POOL ELEVATION. - WIDTH OF THE RECEIVNG CHANNEL. MAXIMUM TAPER ?O RECEIVING CHANNEL 5:1
IN THE FIELD ON 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95q OR GREATER. PLAN
PERMANEfJT POOL ELEVATION WILL BE MARKED T OUTLET STRUCTURE. 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
THE SIDE OF HE 3, 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON D z sLaPE WILL BE PERMITTED. ~~~m_I~1ra
9. FILTER FABRIC SHALL BE INSTALLED ON ^,OMPACTED SUBGRADE PRIOR TO _ _
TOP OF WEIR ELEV. 625.4 TRASH RACK PLACEMENT OF RIPRAP. - - ¢ t' MfN.
24" RCP 1' MIN,. I 10. ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL f _s FlL7ER FaBRIC LaP
ELEV. 623.0 < ~ ~ BARREL / ~ _ MUST BE STABILIZED. pF NEEDeD) USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CDNTROL MANUAL OR ELEVATION
PERMANENT 3" DIA.: w4 CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL fOR DESIGN DATA.
POOL RELEASE OUTLET Lo 'W1 W2 *T H - D, NANRAL GRADE -
GROUT WATER FES-30 32' 39:5' ZS' 11.4" NO SIDE SLOPES z 0, !
TIGHT Concrete Anchor Calculations FES-52 38.9' .47.9' 9' 94.2" NO SIDE SLOPES RIP RaP - 0 t.
Val Displaced (cfj UpCvard Force (Ibj Downavard Force (Ib) Cubic Feet Pdeeded FES-110 38.9' .47.9' 9' 14,2` NO SIDE SLOPES H ~ ~ '+,„.L'"~ ~,,r~ f~
Basin # Riser (iri) Height (ft) INV w 6„ Area X, Height =Vol r, G2,4 =1.5 X Up4vard =Do~mward 1150 618.5 HW-32 32' 38" 6' 96,4' NO SIDEOSLOPES~ 7 (n+ICXNESS) W it ~ - - HW-54 20' 22.5' 7.5' 12° NO SfDE SLOPES
1 48Y,4$ 9.6 153.6 9585. 14377 9G 24" RCP FES-12622'24' 6' 12° NO SIDE SLOPES NOTE:. 'LAYER OF FlLTER FABRIC ,
~ 18" I HT .48X48; 10.7 171.2 10G83 -1GD~4 107 OUTLET PIPE SH LL HAVE WATERTG MINIMUM N=2/S PIPE gAMEffR ~ d50 (see lig 8.06 D&b "NC SEDIMENT AND EROSION CONTROL MANUAL'
JOINTS 3 48X48... G.9 110.4 6889 10333 G9 ~ :5 . '~''~'<< ,44 dmox = 1.5 x a5D SECTION B-B
o ; ~ ~f, T I d' O~
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BOTTOM ELEV. 617.0 OF BRICK RISER WITH TYP-Ed
-0° °S" WATER PROOF CEMENT PLAN 6 s --~RIPRAP APRON AT PIPE OUTFALLSom~21- CLDS C) u #20.23 z z ° 1
wu3um~,
C4,5 OUTLET STRUCTURE 08-53 C4,5 OTHER THAN AT SWIM NTS Q W z ~ z
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MAINTENANCE DRAIN VALVE PREVENT DEGRADATION OF THE EMBANKMENTPRELIMIN~RY PLAT PLAN) ' - EARTHEN DAM COMPACTED 3'X3'CONCRETE 100 YR ELEV:62421 SWPE=625.21 TEMP WO POOL: 620.10 IANTING STRIP MINRRY PLAT PLAN) tr. J PING STRIP Z O
T095%STANDARD PROCTOR OUTLET STRUCTURE WEIRELEV. SO YR ELEV: 627.62 NWE: 616.00 . ~ ~ - 5'TOP WIDTH (MIN) =622.10 . - ~ - ~ !y1
623..._....._.... ........TOP.AF?AM ...r_......... ...........623......._ N ~
- ~ ~ 621 r 3...... _ I ...619._,.... 679 ..,ENGLAND/......
617 .....-STREET .LITTORAL ~,~,,,,,0 JiI' 617........ 1 615._.._....SIDEWACK.. ` SHEIf ._....MAINPOOLAREA... b15
613 1~ it-_.... 671 _ POND BOTT.OM6105. ......81.1..........
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EXISTING 36" 40.5 LF•24"RCP REFER TO OUTLET DRAINAGE PIPE @ 5S0% STRUCTURE DETAIL - D-B FOR LITTOAL SHELF TOP f 9~
- - (2)-4'X4'X4' -KEY DAM INTO ANO BOTTOM ELEVATIONS ANTbSEEP COLLARS EXISTING GRADE * MH-112 (CONCRETE) INV. EL (EXISTING HEADWALL TO BE
REMOVED PRIOR TOINSTALLATION - - 612.50 OF MH•112) AL 21164
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" T095%STANDARD PROCTOR ~ 50 YR ElEV:623.82 NWE:fi18.00 5'TOP WIDTH (MIN) TOPOF DAMN EL. 624.32 -
623 . ..623,
621 619.__.... . .......,819 - . voooao _ . ..........~..:_.617
617... it v o 0 o c o ~ .:o"o e"cua"c„°uoo ooh 615 618.50 / MAIN POOLAREA 6 DIA DRAIN o o a o ev. 0. ~,0~1. FOREBAY AREA. 613A0.. .....615. ....,...613
613... SHECFTOF.. . ..PIPE @G50%1 POND BOTTOM fi10.5 o°o°a°o x° 0 0 0 0°0° °°O°0°O 611 _....LITTORAL SHELF ~ a°o o ° 0 0 0 0000 o a o~o~a ~ FOREBAY BOTTOM 6105 2 ~ ~ 611 0 0o0ovo o .,...............fi09
609... 10.1 MAX. SLOPE o0o a°°0° ' - ~ CLAY LINER 617.50 EFER T( EFER TO BERM AND WEIR SECTION
- SHELF BOTTOM AND DETI • POND # 1CROSS-SECTION B-B AND DETAIL FOR MATERIAL
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MAINTENANCE DRAIN VALVE - EARTHEN DAM COMPACTED WEIRELEV. ~ t00YR ELEV 606.03 SWPE-607A3 TEMPWO POOL:602.90 T095%STANDARD PROCTOR `60620 50 YR ELEV. 605.85 NWE: 60200
5'TOP WIDTH (MIN) 3'X3'CONCRETE OUTLET STRUCTURE TOP OF DAMN - Z W WW EL 606.50 ...::606 ~ I
606 _-TOPOF DAM.,:_ 604. EL.606:50_.,.:.......,....,.1 w_ . . 602 .,...,3, o°o°e°n°u° 31602 r
600 (2J .X..B_... 10 2 . 6 DIA DRAIN.. ° n17,~.,, IPE. 0. ° ~ FOREBAY AREA 1 io J s6s EA ,Ji .60250 .;.,,5g6
ANTI-SEEP COLLARS lITT01iAL P @ 50.k.. , 598... ....:1L . CONCRETE... SHELF ~ 7 0 0 0 0 0 0 0o D0 596.._.___...0_.. » MAIN POOL AREA o e o 0 0 0 o°o°opo°° 0 0 0 0 0 0 0 2 Z POND BOTTOM 596 60150 „SNEL~TOP , ,......M...... SHELF BOTTOhd q .3V. Z. ~
594...._..,._ POND BOTTOM 594 0°0°0 0 0 o a oeaoc 40 LF-24"RCP 6"DIA. DRAIN PIPE@0,50! CLAY LINER ~ ~ V /
- HEADWALL @126/ REFER TOOUTLET EFER TO BERM AND WEIR SECTION , - (REFERTO OUTLET INV. EL STRUCTURE DETAIL AND DETAIL FOR MATERIAL
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5'TOPWIDTN (MIN) 100YRELEV:627.89 SWPE=626.89 TEMPWQ POOL:fi24.64 EARTHEN DAM COMPACTED WEIRELEV. SO YR ELEV:627.59 NWE:62300 ,TOP OF DAMN T095Y STANDARD PROCTOR ,TOP OF DAMN -
629 . .„=625.40 , ...._...4L: 628:35. fi27 TOP OF f)A.M.,. ...._...-EL~: 62835 .......,,...........,..:629 .....,.._.:.,.....:.627 0
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621 ,LITTORALSHELR , ecoaoaoeoeaeocpoeco°°uo ......6"DIA DRAIN" FOREBAY AREA.... . ...............-1J1 (CONCRET ~ MAIfI POOL AREA ~ °o°o°o°o°o°o°o° ~i , 1 ......62350 619 0 0 0°0°0°0 0°o°o°a°o°o°o°°o°o°o°e°o . PIPE@9:50%...... , J p .........:.....:......621 . ..____.62350 . _....._679
.617_.:_.:,. PONDBOTTOM 617 617 ..,_.622.50 ..._.,SHELFTOP. - ~ - SHELF 80TTOM 622.50 ...._.,SHELF TOP ...............:.:617 SHELF 80TTOM
HEADWALL CLAY LINER - (REFER TOOUTLET STRUCTURE DETAIL) 6"DIA. EMERGENCY DRAIN PIPE@0.5000/a ~ - EFER TO BERM AND WEIR SECTION
.REFER TO OUTLET AND DETAIL FOR MATERIAL HEY DAM INTO 75 LF-24"RCP STRUCTURE DETAIL EXISTING GRADE @0.67% -
INV. EL . 3'X3'CONCRETE 618.5
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I' _ W Q. ....:..SYMBOL SQFT QTY 1.. DENTENTION POND #2 ° / - ~ #958' o
,t , , ° :ACA 873.88 88 •
~ f' a: ASU 873.87. 220. LITTORAL SHELF I _ ~ , . ~ , ..'.a. _ _ 7,873.05 SQFT ° ° ; d.•
: € t Ys i •-IVI 873.87 220 ~ i ~ . ° ~ ° • ~ 1 ° ° 4
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J ~ - ZONE 4 = 2,699.68 SQFT ° r ~ SYMBOL SOFT QTY a °
~ 1 ~ f~; ° PCO 899,89 141 ° . _ . o
' ° S '~.y~ ~ ~ , : SLA 899,89 225 /1~'`~ ~ rn
° r r ° ° _ ° ,.a~ ~ SVA 899.90 91 d_
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a a ADJA T STREA a CEN M ° ° °
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a ZONE 2 -1,448.96 F ~fl M~~ . F SYMBOL SCIENTIFIC NAME/COMMON NAME COMMENTS DEPTH p ~
` ° SYMBOL SOFT QTY , F,~. ; ; ° - ~ AGL 482;99 218 '
, ° s ° • SCY 482.99 218 J ~ x ZONE 2 ~ 0 J Z
i ~ ° 7 ° ~ AGL Andropogon glomeratus ! BUSHY BEARDGRASS 2-YEAR PEAT POT OR BARE ROOT; 18" O.C. 2' OR LESS >
i ° VNO 482.98 8 ° . ~ ~ ' ° ° WATER FLOW INTO WATER ® 0..
' ~ ° _ ° ~ QUALITYI DETENTION POND I . ZONE 3 .1,445.16 SQFT ° . ~ ; . ~ ,i \ SCY Scripus cyperinus 1 WOOL-GRASS 2-YEAR PEAT POT OR BARE ROOT; 18" O.C. 2' OR LESS L
t ° / * f k ; 1 I ° .SYMBOL SQFT. QTY ` s ~ _ 1
E ' ° ACA 481.72 49 I' i . y . VNO Verrtonia noveboracensis I IRONWEED 2-YEAR PEAT POT OR BARE ROOT; 30" O.C. 2' OR LESS Q ~ W
i F~? ASU 481.72 121 ° ° .a ° a ° ° ° ° a a ° a ° ° ° ° ° ° ° ° ° f x. ° ° ° ~ < LITTORAL SHELF ° ° ~ ~ ~ °°aa - Q mz Q
. . , I •...;::,,,r' IVf 481.72 121 I ° ° ZONES z w Z
~ . ; ° ACA Acorus calamus 1 SWEETFLAG 2 YEAR PEAT POT OR BARE ROOT; 36" O.C. 2' OR LESS
° Z NE 4 =1 445.68 S FT ° ~ t I a ° ° . ° o ~o
d. SYMBOL SQFT QTY. ° . . a ASU Alisma subcordatum (WATER-PLANTAIN 2 YEAR PEAT POT OR BARE ROOT; 24" O.C. 2' OR LESS Z ~
° ~ PCO 481.89 77 ` a ° Y ZQ
SLA 481.89 121 . ° . IVI Iris virginica 1 BLUE-FLAG IRIS 2 YEAR PEAT POT OR BARE ROOT; 24" O.C. 2' OR LESS = W
SVA 481.90 49 , F.' L N d'
w,w w ~ - U z z z ZONE 4 LJJ ~ J W
~ / ° . ~ ~ ZONE 2 =1 739.62 SQFT ° WATER QUALITYI ~ . > ° SYMBOL SQFT QTY l / o00 ~ 0 l tv N N PCO Pontederia cordata I PICKERELWEED 2-YEAR PEAT POT OR BARE R00T; 30" O.C. 2' OR LESS Q! ' J ~
~,;i ° ~ v ° ~ DENTENTION POND #3 ° ° .
' ° ° AGL 579.87 262 . ' ~,w.. ° ~ . ° 2 2 LITTORAL SHELF ~ SCY 579.87 6 a , ° ~ SLA Sagittaria latifolia (ARROWHEAD 2-YEAR PEAT POT OR BARE ROOT; 24" O.C. 2' OR LESS o ® ~
~ _ . _ ° 5,438.37 SQFT , _ UNO 579.88 94 ° ,
~ ~ _ ° SVA Scripus validus (SOFT STEM BULRUSH 2-YEAR PEAT POT OR BARE ROOT; 36" O.C. 2' OR LESS
EXCESS WATER EXITS INTO ° I ,...,i ZONE 3 =1,814.82 SQFT- STORM DRAINAGE SYSTEM ° ° " ° ~ ~ ~
1 ° ° u` SYMBOL SQFT QTY r' . ° W cn ° o a
~ ° ACA 604.94 61 ° o ~
' ~ ASU 604.94 152 ' ® ~ o ~
~ ° „ IVI .604.94 152 ° ~F
1 ° ° ~ Q o.
a' ZONE 2 zs ~ ~ _ ° ° ~ ZONE 4 1 883.93 SQFT . ° a ° ° r Y ° ZONE 3 ° ° „ ° ° _ Q ~ s I ~
' SYMBOL SQFT QTY ~ ° 1 ZONE 4 - N N N PCO 627.97 100 r ~Q
0 0 0 ~ , 1 Z Z SLA 627.98 157 a ° BEFORE YOU DIG!
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N:L2007\1007154\CAD\DWQ\7154-PLN-PLNT.dwg, C-8J, 6/5/2008 2:17:55 PM, jkaiser, LandDesign, Inc.