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M . ~ r'"~ A 'i:: • ° i-- a • to t b coordMdtes) 'dro~A ,!1'oh? . s ' s;(. square e ~ Y ~ h1.8rt dl` ~ .f~'~ .~1 13000• Ihot t 8111 . ~ . that ~fil ~r?clslborr . h'.11 r f~~i, ,
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' , ~ 7 / 8 ,''1.~;.. ~ F'.. I~ I V U conc. concrete r ~ (f of ~lCflt~" ~ ,1 ,1 ~u ~11"`n ~bf~nt;~tl'''.Td ~a'~;~~+ I inner G9 4y 30 htcord q s~ ~ ~ y,,,
' 7 78 2 ~ ' ; , , 1113,9 t 7. ~N . "3 28 ~ ~ ~ ~ ~ r. g ~ ~ o c air cond t y „1,: , , ~ i~ r 1 trl and deed references }.N ,:r. r
1„ ! ~ s, o ~ g M8, DB record op r. 1. , ,.1, S 1 a r ~r,~ ~ ~ f~~ ' Y,y~ rt~t, x ~
. i ~ ~ IPS Iron ~,pe Set ~ ~ . , : ' 1 y, ~
' }t. Charlotte~Medical Plato II n IPF Iron Pipe Found ~ ~ ~ ~ ~1 r, ~ ' ~~j1 ~ ~`~~'r'~'
~ m ~ Umited Portnershi ~ P,K, Nafl Found r~~'>~~;,; •.;xyR; ,o'~ •a;~'
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~ . .,f~~:.,~~ , L Pipe ~ water meter - r I f r>. ~ ' ~ ~t
h,~ :~~~t", 1 ; . Found 120,4 ' water vdlve ~ ~ " ant 1. Y T~~ r,•;'i'; '•I fire hydr ) ONL : ~ sf1, t1~4, • , "
' '.a~~+,j 2 I. Pi e ',J,,; .t~/ ~ S 13'05'4 p ,r,~r~,,,~„ . ~ ' A NiENCfOVER . ACK AREAS',OF RANCOIpH R0. NQ ~ sonitor sewer manhole ~RAN~ItIONAL SETS ~ ,
.,.Y;, Set ~ ,;r..,',R, ~ DraMoge Easement Y 1VERE L'biC~ITEd1 Eta fiHE . ' " : , •,1~ I GREATER THAN 24 OIAMEI~'t r ' r, •r,4,~, , as meter THOSE tREES . _ y~ " a~, ,
" P~ . '~,.;Y'~i' it ~ ~ 4 ~ REMAINnER 0~' THE S , . ti'M~` misc. trae .,:".ti
~r~~.~, ; - N ."tk t.1 per 08 3880 2 l l. 1 H 1 ~
N 2p T telephone monho a WA1' A~~'1~ ~ " pR~POSE~' 1tI~H79 OAF , M~
KY',i . h~ I, ' ~ ` . ~1N ~6. + electnc manhde FR(1M MI~9 R~COf~ED YMER'~ 1'AK~'1
6 y '~~F~x~ . w ,t ~ /?/~~~/i~/1~ ? .'~'i. .tlr .n. a btnch mark. 01 ~C?, ~Cd'~'YE'~ANCE 'WI ~ 1 ~ Kl ' f r; irN'<.l 1 T,B,M. tempaory I!e , v f. ,
~~~:~I~ ~ 0 'i~Ae, 1, ,.fT' I,i, . ~ ~ ~ 'V A1Vt. SAID ~ .CI~"M • n mend Q! Ime HA3 ~Y,,i,,~r~?~~:'~'~ 1, ,n y V der 4 ~r'yl.` ~~e. ~~-r'.'.h " 4.',: ~r. Y
t ~h ,a. ~ ~ $ , 0 underground telephonb tine THEREi'17RE . StJ!!,lECT TO CMANf~. , , R ~'a r , ; ..t ,a
s,~.' ~,n'' ,1~4'i $ ~ ~ a T water Ilne r ~ ~ 1~ 1
~ 7 y4 N y, ~r: ~ ry - p Conc. ,.a.~•; b ~ ~ ~ I r wrier line ) 4 ~ , _ 5_ san to y CMAI~C1'~' ~ Conc. K~on. S 1AINED ~~ONI GARY NII~S, q1'r t~ ' n electric MIERE qd ''r ~ r'+~ ~ k. y, ~~1 _UE_ unde grog ,y,, t ~ , ~
a y,; 0 0 1 Found , : ,r ' ; ' . ~ t ~ .,~~'r,;~ ; , 1 CO~IN~'~nR1 ~ 1, . ~la,~ ~ t t~~tv, ~ '1~4 r
1 ' ~ ~ ~ ~ ~ ~ c 5 San fary Sewer Esm t. ~ 'r ' r;, .l' 1 k~s"1' • ~ ~ ; ~ . ~ ~a / per DB 3922-998 r ,forced concrete ~~e S,r " ` rk ,1 i 'i , K. •;1,~ N RCP e n P i ' 7;"+` mod. f ion WAS t'~'t !'~,a4'
Q r~' ~ ,l ~ Y ~ LE. Invert eleva R bA1U~i'I~'N4 ~tNd 4, VE 11C ~r •.I •1 ,',~nit~~ ;r t elevotlon EEMA MAP C0MMl1N
~ 'y '.r. I~h,*,.' R ~ 449 261 \ M,: L 109.42 sPo MASK RM 111 A$ ~IOrIM,dN ey ` •4.
~ , ~ ~ ~ \ I W 1{V111111~~~ ~J~' " IJ'Y. . ~ ~ ~ L A1'ION~ AIDE ICpP +~„a. 5. +MA'~ 1~ , r , ~ ~ ~r
.,~+~i . , / S 29 46 4d M, , ~ / Ch. 0 prdino¢e Easement ~E VERIIrIEb ~Y 1NE C`~N1'RA+C I ~ , , . ~ s~ouu~ ~ ~ , THEIR ~ tOCA110N ,?s•:• , • ,
I~"J. r r - ? - 42 ~ per DB 3880 s I ' ~ ~ ~.r 1 I~S~ ,u~<+'711 i M~ NO DOCUMENt5 FOUND WHICH ~'IVEI' OLD IR ~ IN1E~'V~l. ~I~ ~ TN?0 1"'E~1'. ~ ~ " 6,) CONri3U ,
~~~j' ~ \ T J RI HT OF WAY OF WENOOVER ROAD 0 • ~ ~ r ~ .
V ~IW~ d ,1 TY ` C~. AGENCY; PROPER ~A1~~ ~b~ •N~, ANY GOVERNMENTAL t,`~Ot1l10 (~~11.I11E5 SERE t .
~ ~ r..,~,,,, ,i ~ 11 f~, ~ ~ I ApD1lfb~lAE tl . RIGHTS MAY ST1LL EX1ST. VIC AkD q~lUO MApS• 1~EI~ SAY ~ , , ~ ;.,1~ ~ 5ER E , rr
;,a~ ~ , ~6 Tem oror Droina a Easement .1 ~ r ~ A NOTE. ~ ' ~ S!~ C U110N , '1!i ~ . ' , ~ ~4 eritrMlli~
r ~ ~ P Y 9 ~ and Construction Easement ~ 9 J Ise ~wdlrhi'+ . \ . ~ Irrerl~ 1
I ~~,n ~ f~;~ :y'~. ~ i~~, per D8 3880 Pg. 45 pROpOSEO R FOR ~ ~ ~ ~ Tem Orarr SioptElrn t. dt CMm1/1terAet ~ ~ ~ ~ P 1 M tl~ dr MlM ~ ~
~ ~ n,. •:,,M, ` ~ ~ ~ ASS II! MAJOR o1 ~ Tear or Construction E!m t, t~ee~ agtlee~aelet'N~ , C~ , pa' Y ~ dli' • D.B. 3988 P 09
o~ / ARTERIAL RQADWAY ~e lay, 2~4 ~ A ~ ~ °~'b Per g ~ 11t11d1lrlMf 19llRdf~ptK ' thdAete. Tlds~ ~ rd gtltlldA MlnltrfL ' I:,,;; ,
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'~~"'~'I~~~~ • ; ~ ' ~ ~ THE SURVEYOR ASSUMES NO RESF'fON5191LITY fOft (l11LITI~S PH ROAD t0 ~ ~ ~ , . ~:'!~1~,~1 ~a~' , :;,~,a'> , 80.~'RICHT ~tl~F' wAY OF RANOOI. f..;,y. •a ' i . ~i'1'l J ~ ~1 ~ 4', ~r~ fi'V 111
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' ' , ,I,'~~( r+~ ,r"'~ ~ ~ ' + x~' ~ ' ~ ~ . ~ R P I 1 IT`f T RIFY THEIR LOCA1'101VS. p„w~• , ~ +1~ ES ONS B L 0 VE 1, 1 ~ °iF, ~~I, . S I ~ ti , ~ . , r ~ ~ ~~;,h~, ,Y;r,
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1QV IES: J ~ _ a
1. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS
~ ~ w of
N RA N AND LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. DISTURBED AREA = 9.04 acres = W U
1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS 2. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS 72
INDIVIDUAL AREAS ARE COMPLETED. HOURS PRIOR TO COMMENCING CONSTRUCTION, N
Q p ~ ALL TREE SAVE AREAS TO BE ~ ~
2, ALL "STD," NUMBERS REFER TO THE CHARLOTTE/MECK, LAND 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO DEVELOPMENT STANDARDS MANUAL. BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND TAK AND FLAGGED PRIOR TO ~ S ED
AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON AND OFF )FF ~ COMMENCEMENT OF CONSTRUCTION. W ~
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL THE SITE. Z I•~if~ M
PERMIT FROM THE ZONING ADMINISTRATOR. Existing Wetland Pond Area ° ~,~I ~
IMIT H WN ON TH PAN 4. ALL DEMOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED 4, ANY GRADING BEYOND THE DENUDED L S S 0 E L IN LEGAL MANNER. p N (Conversion to BMP pond) ~
IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL Z .o 0.23 Acre ~ Q _ ~
ORDINANCE AND IS SUBJECT TO A FINE. 100+1 APPROX. EIJiVAITON - ` - _ _ N U
5. SOILS TYPE Mk6, Eno (ENON, MECKLENBURG SERIES) 100 YEAR APPROX. ELEVATION ~ , 65~ - ' ~ ~ ~ - - _ ` ~5~ - PEA BRIAR CREEK {VAlTRSHED MODEL - - 6 ` ~ \ _ ~ ~ o
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION SOILS HYDROLOGIC GROUP "C" CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION REEK PLRF RMED BY TTDR . % ~ ~ , w AT MEADOWBROOK C 0 ~ tip l?,s a r
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. BOTH PONDS ARE CONNECTED TO PROVIDE STORM WATER DETENTION ION , • : ~ ~ ~ , ~ . z WETLAND DELINEATION ~ ^x ~ - ' - - 0 ~
TOGETHER ALONG WITH WATER QUALITY. DRAIlVAGEFEATURE ,i , ' - ~
6. STA8IUZATION IS THE BEST FORM OF EROSION CONTROL PONDIOOYEAR ,~~~~,'.-------ss0'_ 3
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION ELEVATION=645.2 ' - _ - - _ _ _ - ~ _ ~ -
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN 100+1 APPROX. ELEVATION SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION s1v?rrBUETER i' k~ - w ~
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEE POND DETAIL SHEET r / r'W~~~ ----,6
1 SEEDED AND MUICHED WITHIN 30 DAYS. ALL REMAINING AREAS ~ c•lo.o ' ~ / / ~ 644-- ~ • / _ - w ~ i -612
ARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS. oA~ ~ba~ _ i~ . i -
1 642y! _ ~ ~ o
7. ADDITIONAL MEASURES TO CONTROL EROSIQN AND SEDIMENT MAY I YEARAPPROxELEVATION /
BE REQUIRED BY A REPRESENTATIVE OF THE CITY/COUNTY P BRIAR cRF.Ex wATERSFRD A1DDa - N - 53 ENGINEERING DEPARTMENT. MEnDO1vBROOx cAEEx,rERroRM[D BY ~ g~1 _
~ ~ •;Y' f. / ~ 0111'LET PIPE FROM POND SHALL ~ ~ ~ ~ ~ , - I I r ~ ~ , ~ _ _ LEGEND. / 'o r ~ f my~4
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 Br wnTER ncrrr w aRRVC ~ ~ ~ I i A / ~ / / ~ hR~ - - I ~,ti ao / ' , A r ~ ~ _ ~ PROPERTY LINE ~
GASKETS s~ ~ / ~ - - 1 I / I 1 ~ r ~ ~P~.~ / / , ~ I I' ~ ~ ~ ~ j'~ ~ ADJACENT PROPERTY LINES p
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ~ / / ; I I ~ i ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF- ~ , ~ ~ ~ r. I l I I ~ 0 / ~ / l T~:iil ~ ~ : r • ,r; I ~ _ _ I ~ / ~ / ~ ~n,y p ~ , ~ Ul ~ PROPOSED RK;fiT OF WAY
SITE GRADING PERMISSION MUST BE OBTAINED FROM THE ~~4 ~ ~ '~s ° ' r ~ p ~ ~ / D TION IN/aMP / 4 , `4 r s ' ' ~ ,f ~ ` PROPOSED BUILDING SETBACK 3 C1V11 En ~ eer: ~ ~ / 6g4
AFFECTED PROPERTY OWNERS. ~ ~ ~ w°' ~ ' ~ ' ' ~ ~ F~`:. - au - ~ r: ~a~ ` . / , ~ ~ Eagle Engmeenng Inc. 4 _ _ / / ~y~",~ ~ • / C • • • • • LIMITS OF DISTURBED AREA Q
~ I ~ N o / ~ o'~ ~ ~ ~ ~ ~ ,,.Y off„ / ;k ~ 10, ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND ~ ~ o I , ~ ; ~ ~ POIQD Ti ~ / Z Trail - Fairview Rd. . a 3l0Indian r.,,' r . 5 ~ PoIQD 100 YEAR 4~- , ~ ~ , j ' ~ l ~ ' • ~ ~ ~ YARD INLET ~ Indlan Tral NC 28079
o ~ ~ ~ b ' i ~ LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. ~ , ~ i i 1,11 ~ / ~ , ~ I EIEVATI r ~ _ I ELEVATi0l~=645.?l I ~ ~ ~ y I ~ ~ r~ • r i ~
~ ~ ~ ~ ~ ' i ~ ~ 1` ~ ~ f' WETLAND DLSTURBFJ / , ~ I ~ ~ ~ ` ;,'r ~ • , I ,uNCnoN BOX ~ 704 882-4222 ETLAND DISTURBID ~ ~ t 1 r,E"~~ I _ ! 1 • I 6 - -
11. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO ~ ' ~ ~ m ~ ~ ~ ~ ~ + i i i 1. i ~ ~ j t PER MITIGATR)N PLAN MITIGA1TON PLAN ~ , ~ ~ r~r~/' ~ i 1 I ~ CATCH BASIN (CURB INLET)
CONSTRUCTION. 72 HOURS BEFORE COMMENCING CONSTRUCTION. ~ ~ ~ ~ ~ ~ x ~ I `i~ ~ ~ ! ~ i (BMPDESIGN) / (BMP DESIGN / v ; ~~4 I 1 ~ I ~ H- ~ / ' ~~0 V V ~l'"' , , I ~ t ~ ~ p
~ ~ r ' 12. CONTRACTOR SHA RIFY A FI ED CONDITIONS PRIOR TO BEGINNING WORK, ~ ~ ~ ° ~ LL VE LL L ~ , ~ ~ ~ , ; ~ SEE OIIr FALL DETAII. SHEET GB.O / ' ~ ~ v s / / r ~ r 6` I 1 ~ ~ ~ ~ -PROPOSED CONTOUR W
+ 7 • ~ ~ p ~ ~ 'CAILSI~ETG8.0 i ~ ~ ~ / i ~ •I ~ I D f1ED \ ~ ~ ~•,,,mn,.n,a,,,,~ / ~ CONNECTION PIPE ~Y ~ I ~ • , 1 ~ / V ~ l • I ~ S EROSION \ C' cr ~ I ~ ~ ~ CAR
13. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES ~ ~ ~ ` ~ I DErwnoNBAS>K/eiw 'EN1'1 B IN I i ~ FOR TWO PONDS . / ~ S Ef ..0 11 Q ~ ,u~l~~~n,
AFFECTING THE PROJECT ON AND OFF THE SITE. ` ` ~ ~ ! 'S i ~ / l 1 / / ~ ~ n: ~ r I , 1 ~ m ~d` ~~SS~Q''. I 1 ~ ~ ? , ~ I ~ ~1 O r ;a <;
~ T V ~ ~ ~ ~ t/ ~ ~ i 14. A M I H I M T D FR M SITE AND DISPOS D OF IN ~ 5~ ~ ~ s ` ~ ~ ' LL DE OL S ED TES 0 BE REMOVE 0 E o ~ x, w 1 1 r r ~ ~ I ~ f SEAL
i o ~ n~ ~ e~ . LEGAL MANNER. ~ s ~ ~ ~ ~ ~ ~ z I~ ~ ~ % • ~ bxt 1 / O' ~ I 1 , I, I '~I I I .I 1 v ~ 15344
p ~P ~ ` ~ ~ is _ ~ 1 i ~ ~ I ~ ro ~ ~ - ~ 9 ~ ,,r • l I I I ~ • • c~ \ \ W 91 Iv I ~ `ti I ` ~ v ~ - ~ INE
15. ALL STORM CULVERTS W 0 HEADWALLS SHALL .HAVE FLARED END SECTIONS ~ ' t , ~ ~ ~ ' ' ~ I ~ a ''~9G ~ I I a 'e 6T! . ~ ac ~ / G s z ,
(FES) ON INLET AND OULET SIDES. 1 ~ ~ ~ \ b ~ R~
='u: ce ~ ~ ~ 16, ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE ~ • ~ ; ~ ~ , ~ > . ~ o. ~ A "I ~ •
TO CENTER OF STRUCTURE, OR TO THE END OF FLARED END SECTIONS. ~ _ / ~ I , 1 I I I 1 \ sir ~
17. NO DISTURBANCE SHALL OCCUR IN SWIM BUFFER. ~ C i E ~ z
18. MEADOWBROOK CREEK WATER SHED PER CITY OF CHARLOTTE STUDY ~ -.~,~n., ,
r~ 5 a ~ w BY HDR, POND FLOOD ELEVATIONS PER FLOOD ROUTING PERFORMED BY EEL .:~1 ~ ~ i ~ - ` ~ W ~
E L ~ ~ m o . ' i ~ , '8 ~ Z - ~ ~ .,i ~ ~ r^
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STORM SCHEDU ~ ~ ~ ~ ~ s _ 'i ~ ~ ^ ` ~ ' 664 ~ ~ i / / / > - t, ~ m1~ 4 O ( q' ~J, 0 IL
00 ~ -y1 + + ~ r - ta~y<~'... _ I ~ -,:,C' , ^I , J'~ c0 4 .
grateMlBR From To Rpe f3evation Bevation Slope pia TYPE COVB~ tOp Curb r` ~ ~ + , ~ \ ~ C-,' ~ ~ N ~
9ev Length k1 Out (ft./fL) (in) ° ~ ~ - ~ - _ cis`, ~ o Existing Wetland Finger Area o _ _ 1 r W
688.88 CB 1 A CB 1 25, 60 684.88 684.70 0.0070 15 class3 RCP 2, 75 689.38 -n , ~ , ~ , « _ , - ~ ~ ~ ~ ~ - ~ ° (T~a bP eliminat~d~ I-` der ~ JI. , _ is ~ o
~ ~ ~ fL~ C~ _ ".'"'r al 688.88 CB 1 YI-1 68.65 684.60 684.20 0.0058 15 class3 RCP 3.03 689.38 s „ ~ \ ~ ~ _ , ~ ' 0.21 Acr " - s \ e ~ 4.1
ro - ;~;6 679.80 YI-1 YI-2 81,70 676.55 676.10 0.0055 15 c~ss3 RCP 2 - ~ - - - , a rn ~ ` , O
o. \ ~ ~ ~ ~ ,9 ~ 1 S5~ • ~ W r / ~ a' ~ 1 C9 u
680.00 JB-2 CB-2 114.24 676.00 675.43 0.0050 18 class3 RCP 2.5 - BUILD JUNCTION Box ar ~ 1 ~ _ , , ~ _ , _ , , END OF EXISTING HEADN ~1LL ~ ~ ~ ~ ~ . - • ~""1 x K ~ 5 ti Q / ~ r
~ ~ I i AND CONNECT TO EX. ~ ~ ~ _ _ i ~ ' 30" CMP PIPE ~ ~ ~ + ~ ' ~ ~ i U r , „w , / ~ • W
~ ~ ~ ° ~ ' 666.85 0, 0063 12 HDPE 1 - ~ - ~ ~ ~ 669.00 YI-3 CB-2 23.80 667.00 ~ ~ , • 4 • U ~ / r ~ p
~ o \ ~ 672.76 CB-2 CB-2A 45.76 666,75 666.50 0.0055 24 class3 RCP 4.01 673.26 ~ y ~ , ~ ~ • r~i. d ~ ? 1 I I . ~ ~ O - - • ~ 1+~
• ~~~,o i . ~ I I ~ ~ / • v ~
672.76 CB-2A YI-4 179.80 666.40 660.90 0.0306 24 class3 RCP 4.36 673.26 ti , ~ A ~ , ~ , • _ ~ I l tt~i U .
i ~ y. t ~ ~ - - ~w:,t ~~~P \ I I 1 ~ ~ s , t m • ~ . ~ . ~ . 4~
660.55 0.0052 15 HDPE 1.75 - ~ ~ , ~ ~ 663.90 YI-5 YI-4 67.60 660.90 / ~ I / / ~ H
663,90 YI-4 CB-9 81.00 660.45 660.04 0.51 24 H[IPE 1.45 - ~ ~ ; ~ ~ . mow' ~ ~ - r ~ . ~ r , / / ` 688 I I O _687.00- r ~ i - / ~
S ~ ~ I (n~' ~ ~ ~ ~ ,r r, ~ r / r i 1 I I w - - J3AMP 6 ~ - ~ / , o~ ~ / _ / - -6g I i t ac - 666.00_ 66. , ~ / / - i 0, 1 I I ~ / ~ n
I ~ ~ ~ / r / / '~69 ~ I AV
667.90 YI-2 CB-8 85.50 664.90 664.20 0.0082 15 HDPE 1.75 - ~ s', ~ ~ ~ • „-f tM
( ~ y ~i 665.20 CB-8 CB-3 87.65 662.20 657.00 0.0593 15 class4 RCP 1.75 665.70 , ~ 1 . , , . + ~ 1 i I _ - - ~ ~ ' ~ ~ 0 ~ ~ I / ~ ~ - ~ I / ~ ~n I W ~V 0 ~ / ' ~ ~ to
I + - - 660,12 CB-3 CB-3A 36.75 656.80 656.00 0.0218 15 class3 RCP 2, 07 660.62 ~ , ~ ; . ~ . , ~ dds d~ r ~ ~ ~ ~ ~ , ~ v ~ s a. ~ I ~ ~
-3A 7 , 90 655.20 0.010 18 class3 RCP 3.03 660, 93 ~ ~ ~ ~ ~ ~ ~ : 660.43 CB CB-9 0.77 655 ~ , , ,~a B ~ ~ ~ ~ ~ ` TOP W , , ui rl R, i f A ~ r .ooh e z
ti I ~ I I .c r ~ ~ ~ - \ I I / i ~ i v ~ ~I / ~ ~ AA,,
~n~ ~ I I I A '1 . 80 . ~ ~ ` \ \ \ \ \ I `v V I t 686 - , ' w
0 0104 24 class3 RCP 8.13 663.63 `~"a~" I ' ~ 663,13 CB-9 FES1 105.91 653,00 642.0 ~ , . „ , ~ ~,,n t o~ I r ~ ~ i
m,P~° I i ~ • ~s, v ~ n ~ i i• ~ o
r ~ i I I ~ I • ~ ~ ~I I I I ~1 9 ~ ~ ~ C7
~ ~ ~ ~ I • 678.50 YI-14 YI-13 133.68 676.25 673.00 0.0243 12 HCIPE 1.25 - ~ I ~ , 1 ' ' ~ 8q~ 1 1 ~~1 I ~ I L ~ rn ~ IN A ~ ~ I
I, I e I. I ~ 675.50 YI-13 YI-11 182.75 672.90 671.80 0.0060 18 HOPE 1,1 - ~ + I , ~ . , ~ CONDO k'>~R S E, I , : I 1 I ~ A ~
+ ~ i I I L ~ ~ ~ f-f E=-685.50 ~ r rn I I I I I •I 1 ~ ~ a
~ ~ III + , ~ I I• i v ~ ~ I I ~ I I/ ~
668.31 CB-10 CB-10A 94,37 665.31 662.19 0.0331 15 class4 RCP 1,75 668.81 4 I , , , , ~ ~1 , ' \ \ a. I ~ ~ ~ I II \ w
665.34 CB-10A YI-10 94.37 662.09 660.50 0,0168 15 class3 RCP 2 665,84 , ' ' ~ ~j I I I• I ~ ~ ~ ~ ~ ~ . ~ , ~ ~ p/ r ~ I A l ' ' ~ 668 ~ `D • I
~ I I • ~ ~ r ~ t `I ~ A p
i I i ~ I I\ I I I I ~
665.00 YI-12 YI-10 96.95 661.00 660.50 0.0052 15 HDPE 2.75 665.50 ~ + ~ I ,n~ ~ • ~ o I ~I ICI I •I ~ I i ~ ~9 , ~ ~ , ~ ti I . , _ - CCU , I - ~ ~ ~ _ ~ ~ ~ ~
4 +1 I I I I,~ I l+ I I I I '45' I
663.50 YI.10 YI-11 128.27 659, 50 657.50 0.0156 18 HDPE 2.5 ~ ~ ~ . , I z~~ f~:, ~ ~
, I 661.00 YI.11 YI.9 98.99 657.00 648.50 0.0859 18 HDPE 2.5 - ~ ~ I ' ' r r i G _ - - / • ~ • v
~ o FO S ~ ® ~ / - ' ~ g Pro ect 0507-0100 _ - 1 r / ~ t~ a-
I ~ I.~ ~ ~ , ~ ~ 1 ~ i FFE= 90,50 ' ~ 9 ~ - ' ~ ~ ` ~~w --55 _ _ - - - ~ Date 11.30.0 r ; \ t;98
655, 00 Y I-7 Y I-6 81.30 651.00 648.50 0.0308 15 HIDE 2.75 - ~ ~ ~ ; . ; ..v ~ , ° % i _ 7 , By g95 i - O
~ ~ ~ ~ ~ •i 651.80 YI-6 CB-4 85.71 648.40 647.80 0.0070 15 Ht~E 2.15 - ~ , , _ _ •F , - - ~ s. _ _ _ Revisions ~
650.92 CB-4 YI-8 26,45 7.60 645.00 0.0983 15 class3 RCP 2.07 651.42 ~ ~ ~ ~ o 64 , ~ . • ~N _ ~ ~
647.80 YI-8 YI-9 89.33 644.80 644.35 0.0050 15 HDPE 1.75 - + I ~ ~ ~ ~ + ~ 11 ~ ~ ~ ,
II ~ ~i h6°~ i PCJ C vi ~ W ' ~ n / • f G~ ~ ^ N I ~ ~
+ ~ l ~lo~ ii ~ 651.50 YI-9 CB-6 167.74 644.25 643.35 0.0054 24 class3 RCP 5.25 - I ti ~ I~' ' •
+ ~ w`~ PROPOSED PROPERTY I.iNF. + ~I , . , ~ Drown ~ - Boa BY
649.50 CB-6 FES-3 69.70 643,25 639,00 0.0610 24 class3 RCP 4.25 650,00 , ~ ~ 1,+ 1 t ~ f', ~ M• / ~ ~ ~ I ~ • • ? 1 ' 1~!~ '~.6 •y6~ Rl]FFER WALL SEE ARCtI PLANS ~ Checked By
WATER TIGHT ~ v RcP~ - - - = ~ ~ Content
646.17 UTFALLI JB-1 122.31 638.00 637.38 0.0051 24 class3 RCP 6.17 - ~ ~ i ~ + ~ ~rn~ ~ +t\ 12" cPW ~ _ ~ I / f ~ . ~ (P.
m,.~ + , 645.00 JB-1 CB-5A 108.99 637.38 636.83 0.0050 24 class3 RCP 5.62 - m rn~n~., - ~ . - - ~ ~ ~ ~ ~ ~ MASTER STORM
~.t~~ 1+,~++ ~ ~ 645, 33 CB-5A CB-5 25.83 636, 83 636.68 0.0058 24 class3 RCP 6.5 645.83 ~ + + „ ~ ~ m,m ~p GRAPHIC SCALE ,o 0 t,,~~ ~ - MANAGEMENT 9l5 ~ ~ a
645.33 D B-5A ~ ` ~ ~ ~ ~ M C JB-3 25.98 636.68 636,00 0.0262 24 class3 RCP 6.65 645.83 , a, ~ ~ I / r 1' ~ 2S SO 100 ~ ~ ~ N I ~ M 9~ ~ ~ r~~, rn. so 0 1~ ~~6 ~ m S
~ 'ti/ r PLAN s~ ~
- FES-4 JB-3 25.98 637.50 636.00 0.0577 18 class3 RCP \ ( IN FEET) \ Sheet
645.33 JB-3 EX 30" 14.60 636.00 634.00 0.137 30 IX.CMP 6.83 'I inch = 50 ft, \ ~ Q C 4.0

V ~ o
U J ~ a
N01ES: ~ ~
1. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS W of
AND LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. GENERAL NOTES• DISTURBED AREA = 9.04 ocres z W U
Fw
1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS 2. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS 72 INDIVIDUAL AREAS ARE COMPLETED. HOURS PRIOR TO COMMENCING CONSTRUCTION. >
p iti ALL TREE SAVE AREAS TO BE ~
2. ALL "STD." NUMBERS REFER TO THE CHARLOTTE/MECK. LAND 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO TAKED AND FLAGGED PRIOR TO ~ S
DEVELOPMENT STANDARDS MANUAL. BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON AND OFF ~ C.a COMMENCEMENT OF CONSTRUCTION. W d
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL THE SITE. Z A.~ M
PERMIT FROM THE ZONING ADMINISTRATOR. Existing Wetland Pond Area ° Q ~ N
4. ALL DEMOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED (Conversion to BMP pond) a =
4, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IN LEGAL MANNER. f/a 0,23 Acre _ ~ ~ ~
IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. I(H?+I APPROX, EIEVA"Il(XV - - - - - ~ ~ U 5p _ - - - - ~.,GS ~
5, SOILS TYPE Mk6, EnD (ENON, MECKLENBURG SERIES) loop 100 YEAR APPROX. ELEVATION - 6 - l~Blf - g§ ~ ~ ~ o - _ a ~ ~
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION SOILS HYDROLOGIC GROUP "C„ PERK PER BRIAR CREEK WATERSHED MODEL ~ ~ ~ / . ,,ry , ~ ~ W Z YHDR w. ~!b a AT MEADOWBROOK CRF.EK,PERFORMF.D B - - ~Aq ,6($ ` ` Q .c
UNTY EROSION AT ME CONTROL PLAN IS A VIOLATION OF THE CITY/CO : ~ m
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. BOTH PONDS ARE CONNECTED TO PROVIDE STORM WATER DETENTION ~~n.ANDDEL~ 1VEIT.AND D©.INEATION - - - _ _ _ - ~ - _ OG -
TOGETHER ALONG WITH WATER QUALITY. DRAINACEFEATURE 6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. POND100YEAR - r' ~ ~-------660-__ 3 ~
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION F.IEVATION-645.2' .n ~ _ - _ w ~
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN loo+I APPROx ELEVATtoN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION stiv?Mau~ER ' ~ - g
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE sEE POND DETAQ. sl~Er \ - ' i s / / 644 - ~ . ~ - w
SEEDED AND MULCHED WITHIN 30 DAYS. ALL REMAINING AREAS o1 c-lo.o s44 - , , - ~ i ~ ` 672 d
ARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS. ~ ~ 642 - - - ~ i ~ ~ ~ - r.
7. ADDITIONAL MEASURES TO CONTROL EROSIQN AND SEDIMENT MAY 1 YEAR APPROX. ELEVATION / jam" ~~i / ~ . • - Q
BE REQUIRED BY A REPRESENTATIVE OF THE CITY COUNTY P BRIARCRF.EKWATFRSH®MODEL „~6~ / r , J y ~ ~ ~ • O
ENGINEERING DEPARTMENT. MEnDOwBROOrcREER,PERFORMEDBY 'g11~ ~,,:;Y _';~l,T~` ~ - I I ~ , _ _ LE
01ITLET PIPE FROM POND SHALL ~ ' ~ ~ ' y i ~ ' P THAN 2.1 " - ~ r \ ,'i ,~,zy?,. `~,N 680-_- ~ ati ~ ~ ao ~ ~ ,,'z, ,,k, ° r. ~ ~ _ PROPERTY UNE
8. SLOPES SHALL BE GRADED NO STEE ER BE wnTrR n(arr w~ aRINC % ~ ati I Ao i GASKETS v~ / J i 1 / i ~ PVIP,~ / ~ ' ~ ; ~ - ADJACENT PROPERTY LINES p
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ° / ~ i ~ ~ ~ I ~ i Y 1 ~ ~ I I ~ ~ O ~ ~ ~ , / i ~ ~ f ail" , ~ ~P~;~, r : r . ~ ~ , PROPOSED RIGHT OF WAY
NDITIONS WARRANT OFF- r ~ i r ~ ~ , ~ • _ r r ADJACENT PROPERTIES. WHEN FELD CO rn~ ~ ~ f~7 ~ ' D T10N IN/BMP ~ , ~ r • q' ~ PROPOSED BUILDING SETBACK ~ CiV1I
SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE 9 = a ~ ~ ! AFFECTED PROPERTY OWNERS. ~ ~ - au - ~ , ~ . , 6~ ~ ~ le ED meerin Inc. ° / C • • • • MI OF DISTURBED AREA ~ ~ g g i ~ U TS
n~ ~ ~ raw , r r ti , - ~ ~ ~ ~ 2 a 3l0 Indian Trail - Fairview Rd. Ii / / "a n ks, / ~ - S , ~ ~ / i ~ YARD INLET
10. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND 1 , ~ e~ ~ ,r ~ /rr PoiQDiooYEAR , oiQD loo Yea f~ ~ ~ ~ ~ ~ r ~ Indian Trail NC 28079 / ~ ~ eg .r ~ LEVATIO~ 645.71 I ~ ~ ~ ~ ~~l*.,.~ 3 ~ I ~ I r . ~ i ~
LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. ~ ; ~ i i i x,11, / ~ ~ ~ i ELEVAT10If 645.71 ~ ~ ~ ~ i ~ / I ~ ~ ~ 14, WETLAND DLSTURBID ~ / , . ~ A , . r f ~ ~ ~ ~ ~ , ~ ~ ~ JuNCnoN eoz } [phone] t~» ~ .r r:. I i 6 - ~ r~ ~ I I I a
1, I ~ I ~ A k~ i 11. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO ~ , , rn , , + r~-~ ' PERMrrIGATIOrrPLAN ~ 1P1,AN / ~ ~s r~ ~ rf'~-:~ ~ i ~ f CATCH BASIN (CURB INLET)
CONSTRUCTION. 72 HOURS BEFORE COMMENCING CONSTRUCTION. ~ ~ ~ ~ ~ ' • ~ ~ ~ BMPDESiGN) i~ 1 ~ / ~ r. , , / c,° :SiG / ~ ~ ~ ~ d' . I ~ ~ ~ ~ ~ I u A ~ ~ ~
' , ~ ~ ~ , I . , , ~ , ~ 1 , ~ ~ o ~ ~ ~ ~ , a,~ ~ I ~ ~ ~ ~ -PROPOSED coNrouR W i ~ ~ / ' r~ f• I ~ ~ D I?FD 1 ~ Ur ,,,,g000Uq~au~/,
12. CONTRACTOR SHALL VERIFY ALL FILED CONDITIONS PRIOR TO BEGINNING WORK. - ~ , ti ` ~ ~ ~ r , ~ SEE OUT FALLDETAB.SHEETGB.O C•B.0 ~ ~ ~ / NNECr10N PIPE ~ ~ ~ - M, , ~ ~ ~ ~ CO ~ • l I I S ERC?SLON PIAN ~ C vi a CAR
13. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES ~ ~ ~ iy,' ~ / ' DETENTIONBASIN/BMP ~ J / ~ ~ ~ o u~ O IIN I / FOR TWO PONDS ~ • ~ ~ S El' ` ~~.0 ~ ~7 1 / ' y 1 i ~ W ~~SS~~
~~j'? ~ ~ OUjFAtt r r AFFECTING THE PROJECT ON AND OFF THE SITE. ~ i ~ ~ r / / ? ~ I ~ ~ o ~ ,aQ
~~c - A /0 ~ ~ ; ~ ~ ~ ' ~ ~ I ~ ~ F SEAL a~4'''~"u 1 ;I ~ / • • rn ~ W ~ t
14. A D MOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED OF IN 5-, ~ o ~ ' ~ w LL E , - o r\ r ~ ~ ~ 1 ~ ~ r i ~ ' ~ 6` 4 ~ ~ , ? ~ I ~ i ~ ~ ' b1 • , ~ ~ ~ 15344
LEGAL MANNER. ~ " ` ~ ~ ~ ~ . ~ ~ o , ; ~ I ~ , ti ~ X ~ ~ . ~ ~ >b~b 1 I ~l / I ~ co ~ ~ W ~
~p s ~ ~ • 9 f • r 15. ALL STORM CULVERTS W/0 HEADWALLS SHALL HAVE FLARED END SECTIONS , ` _ _ ~ . ~ ~ " ~ ~ ~ ~ el~~~ I " ~ ~ a ;9 INE
FES ON INLET AND OULET SIDES. / ~ 1 ~ ~ . /~<`s , " ~ ~ ~ ' ( ) ~ ~ ~ G ~ ~ ~ . • ~ ~ a,~ L ~ ,,,gyp b ~ ~ z M p
ce I , ~ i w y r ~ 1 ~ sa19 ~,a ~~y,J . ~
M N R OF STRUCTURE \ ~ ' ° , ° tfi. ALL STORM PIPE LENGTHS ARE MEASURED FRO CE TE • ,j A~ 1, ~I i ~za ~ ~ .
F R R T TH END OF FLARED END SECTIONS. - - ~ ~ TO CENTER 0 STRUCTU E 0 0 E _ i ,,~~y ~ ~ 3" ,:1 W e ~
17. NO DISTURBANCE SHALL OCCUR IN SWIM BU E ~ , ' ~ ~ r p0 3
18. MEADOWBROOK CREEK WATER SHED PER CITY OF CHARLOTTE STUDY ft r~ -''s:-~_ .,w OD ROUTING PERFORMED BY EEI. V1$ ' , ~t BY HDR, POND FLOOD ELEVATIONS PER FLO p ~ ~ , , u, \ W
\ \ Z - 7. \ \
. 4 ~ ~ ~ i
r~ i I - ~ ' - ~ ~ •f.5.. v J 0
o, ~ , 6 - STORM SCHEDULE: ~ , ~ ~ ~ I ~ S _ ` 664. ~ O
~ .d ~ ` ~ ~ i - ~ i ~ ' - ~ - ~ ~,p ti ' ~ 1 ~ Zy
~ ~ v1 ~ ~ ~S L1V. grateMlBR From To Rpe Bevation Bevation Slope Dia TYPE COVB~ tOp Culti ~ ~ ~ ~ ~ , ~ ....t ~ ~
Bev Length In Out (ftlft) (in) ~ ' ~ ~ ` ~,o 'r , _ _ - - c~, ~G o Exlsting Wetland Forger Area o C/1
1~~ A ~r~-'( 7 - 688.88 CB 1A CB 1 25.60 684.88 684.70 0.0070 15 class3 RCP 2.75 689.38 , 01 , ~ ~ - = f - - - ~ 1 - ~ O ~ r. W ,B _ _ ~ - - ~ ; (To be eliminated) a ~
~ , s ~ 0.21 Acre ~ ~ ~ ~ > ~ o ' ~ V
688.88 CB 1 YI-1 68.65 684.60 684.20 0.0058 15 class3 RCP 3.03 689.38 s ~ ; ~ ~ ,_~,a , ~ ~ _ _ _ ;~;e r' A ~ ` 1 ~ 0 r~
679.80 YI-1 YI-2 81.70 676.55 676.10 0.0055 15 class3 RCP 2 - ~ \ ~ ; = ~ . - - o. \ ~ ,c~ ~~l .9 ~ _ , • u
680.00 JB-2 CB-2 114.24 676.00 675.43 0.0050 1$ class3 RCP 2.5 - Bun.D,~nvcrloNBOxAT~\ , ~ , _ END OF EXISTING HEADN ~ ~ 1 ~ u~ ~ 4 v, • Q ~ ~ Z ,i ~ k`42 ~ / ~ ~ ~ ^ ~ '4. / / i s.. , Y'.
j AND CONNECP U t I I ~ , s I ~i i ~ 30" CMP PIPE ~ ~ ~ ~ ~ ' „~,.r U n ~ ~d I r , x 3„,
'd / W VJ , • U
\ ~ 669.00 YI-3 CB-2 23.80 667.00 666.85 0.0063 12 HDPE 1 - ~ + ~ r~'~, , ~ ~ ~ • . ~ / ~ ` ~YY ~ Q ~ 1. .~~r V~ ..i ~ , ~ 0 •
672.76 CB-2 CB-2A 45.76 666.75 666.50 0.0055 24 class3 RCP 4.01 673.26 ~ , ~ ~ , ; , k _el~ o r . , 1 ~ ti„ ~ r' { ~ a' c . I ~ ~ / ~ ~
672.76 CB-ZA ~ YI-4 179.80 666.40 660.90 0,0306 24 class3 RCP 4.36 673.26. . , _ , ~ - ~o ~ :.iriC' 1 ~ t~~ ~
i ,1 ~ ~ v I ~ I / / ~ m ~
V ~ \ r l • ~ ~ - `a'rt _ _ ~ I I i H
.663.90 YI-5 YI-4 67.60 660.90 660.55 0.0052 15 HDPE 1.75 - ~ r ~ l~-• (fly (J1 ~ ~ A ~ ~ r• ~ ~ V~ I ~ i / / I 0 ~ I I / - 6g . 1 I
663.90 Y I-4 CB-9 81.00 660.45 660.04 0.0051 24 HDPE 1.45 ~ ~ \ I , ~ ~ ~ , _ ss~.a t _ ~ ..667.00- 1 ~ r ~ ~ / ~ / / ~ 8 ~ I I ~ --$~P / ~ V~ ~ / / l / / ~ I ~ / ~
~ r ~ a ~ ~ r - _ 666_60_ i - 666,00_ 666. ~ / ~ / , ' - ~ / ~ - -680.. I I ~ / - i i to n
ti ~ r ~ • 1 ~ r , 65 667.90 YI-2 CB-8 85.50 664.90 664.20 0.0082 15 HC1PE 1.75 - ~ , I ~ ' , t~ - ~ ~ ~ ~ ~ ~ ' / / ~ V / ~ I ? ' Z _ / ~ ~ / - _...-6 ~ ~ ~ • - s ~ 3 ~ ~-I / ~ ,
i r r P~ ~__r~" - 665.20 B-8 B-3 87.65 662.20 657.00 0.0593 15 class4 RCP 1.75 665.70 ~ I ~ y~ r ~ ~ , C C i
V / I I I w
660.12 CB-3 CB-3A 36.75 656.80 656.00 0.0218 15 class3 RCP 2.07 660.62 , ~ I ~ ~ ~ ~a. ~ ~0 ~ . ~ ~ / ~ / ~ ~ ~ ` TOP W ~ 9 . I , - ~ vi rl
660.43 CB-3A CB-9 70.77 655.90 655.20 0.010 18 class3 RCP 3.03 660.93 ~ , , p . ~ . - N ~ ~ ~ ~ ~ ~ ~ ~ I I ~:g I ' ~ ~ - ~
;9 ~ 1 ~ ~ I •O~i y.c / ~ ~ ~ ~ I ~ r ~ V A A A I ~ W
P 1 1 ~ t' 663.13 CB-9 FES1 105.91 653.00 642.00 0.104 24 class3 RCP 8.13 663 3 ~ 1 ~ ; ""p 80 . ~ ~ ~ ~ ~ ~ ~ ~ I V I ~ 686 - ~ ~ w ~ ~ ~ ~ ~ I ~ , ~ 1 ,1P , ~
I r ' m'gr' ~ ~ I ° ~ n rn I r • ~ ~ I I ~ ~ i'
r~~ ;o, \1 ~ 1 I r• r ~ u ,r 1'`. ~ ~ ~ ~ • r ~0 d~~ g+~ - ~ ~ ' ~ ~ ` ~ ,III I I• / in - ~ i F- - ,r' ~ _ ~ I , I I I ~ s8~ - r x
~ r Ir ~ I , ,;~!K5~ ~ ~ ~ ~1A _ _ ~ ~ o~ I I 1 ' i ~ ~ 1 ~ ~ C9 ~ ~ 6q ~ ; 1 I o~ / ~ ~ I ~ I ~ ~ ~
678.50 YI-14 YI-13 133.68 676.25 673.00 0.0243 12 HDPE 1.25 - ~ ~ , 1 ~ ~ i i I ~ , nv0 A - ~ ~ I , - - ~ , I I I ~ ti ~ . ~
675.50 YI-13 YI-11 182.75 672.90 671.80 0.0060 18 H[IPE 1.1 - ~ , ~ , I . r - ~ CONDO SA~,E ~ I ~'i I ~ ~ ~ ~ _ ~ ~I I I ~ ~ I ~ W ~ ~ ..=F<rE=-685.50 I ~ I I I I I ~ .I I ~ ~ ~ a
~ r ~ .I ~ ~ , ~ ,
~ \ ~ , ' ~ r 668.31 CB-10 CB-10A 94.37 665,31 662.19 0.0331 15 class4 RCP 1.75 668 1 ~ r , , , , I , ~ ` ~ I A I W wT~ ' ~ ~ ~ ~ I ~ i ~ ~
~ r ~ ~
168 15 class3 RCP 2 665.84 , ' ' ~ ~ ' 665.34 CB-10A YI-10 94.37 662.09 660.50 0.0 i- ~ I I ' ~ ~ i / ~ / ~ ~ % ~ ~ ~ ~ ~ •I• Z
y / 'r ' , I I 1 I r ~ ~ ~,I\ i I ~ I , r ~ • ~ ~ ~ ~ - ~ _ ~ • I It I q / ~ ~ ~ I 1 l ~ ~
665.00 YI-12 YI-10 96.95 661.00 660.50 0.0052 15 HDPE 2.75 665.50 ~ ~ ' ,n~ I. ~ o ~ , ~I Iii I,I ~ I ~ i ~ v, ~ ~ ~ ti ~ ~ I C~v c~
I ~ I I • C0 I I i • ~ ~ ~ I ~ I - _ . / ~
1` I I I ~ r' 1, i , i ~ i ~ ~ s, _ , - / -
663.50 YI-10 YI-11 128.27 659.50 657.50 0.0156 18 HDPE 2.5 - ~ , I ~ , ~ , I ~ , ' I ~,.r ,r , r ~ ~ ~ ~ - - ~ ~ i c~
661.00 YI-11 YI-9 98.99 657.00 648.50 0.0859 18 HDPE 2.5 - ~ ~ , , . ' , i r I , 0 0 FOIL S ' " ' _ 94 ~ , • / ~ g Project 0507-0100
I r l I I r ~ i 'FFE~ r6 ~ , , ~ • _ / - , , - ~ Dote 11.30.01
~ 1 1 r ~ HDPE 2.75 - 7 , r r r ~ ~ ~ . _ _ - ~ ~ ~ r , , 655.00 YI.7 YI-6 81.30 651.00 648.50 0.0308 15 _ ~ ~ , _ - , _ ~ ,/S - , ~ g ~ 0
~ r , ~ 651.80 YI-G CB-4 85.71 648,40 647.80 0.0070 15 HDPE 2.15 ,~r , ~ , , ' ~ ~ , 8 _ _ ~ - % s.~9 - ~ ~ Revisions
~ - ~ ~ iV ` ` 1.~ ~ ova/~, 650.92 CB-4 Y I-8 26.45 647.60 645.00 0.0983 15 class3 RCP 2.07 651.42 , , , ~ , ~ti ~ , E ~ i I' • • W
• ~
647.80 YI-8 Y1-9 89.33 644.80 644.35 0.0050 15 HDPE 1.75 ~ , , \ , ~ . ~ , , • ER ~ ~.r- - ---7oz-, ~ 55 F ~ , ~ - W ~ , • GLP N i
~ ~ , ~ I la ~ i i ~ ~ ~ I ~ , ~ J
651.50 YI-9 CB-6 167.74 644.25 643.35 0.0054 24 class3 RCP 5.25 - ~ + ~ ~ ~ • 1 ~ , ~ -t-' 1.A ~ Drown ~y , 1 , r - 704
PROPOSED PROPERTY LINE ~~ti ~ \I r , ~ ~ , 649.50 CB-6 FES-3 69.70 643.25 639.00 0.0610 24 class3 RCP 4.25 650.00 , ~ ~ , M s~ ~ . A ' r I i ~ - .6~•~. ~ Rlll•FhR WALL SEE AItCII PLANS ~ ~ ~ ~ Checked By M • • ~ y6
~A~ TAD ~}y±L1T q~ x ~ . . YYA I ~ 1 Nfl l ~~n ~ ~C ~ 1 ~ ~ V ~ I .+r" ` ~ b ~ ~ P1 _ - - - ~ Content
°~a ` ~ ~ I ~ I ~ I I ` ./~1 i~- s, ~1~11. 646.17 UTFALLI JB-1 122.31 638.00 637.38 0.0051 24 class3 RCP 6.17 - ~ ;'s ~ ~ ~ ~ ~ ~ ~ a rn~ q 1 ~q" GP ltd , ~ I '~RC _ - - ~Q i I / I`- - ~ C' ~ ~'•o
9~ 11 ~ ~ ~ 5.00 JB-1 CB-5A 108.99 637.38 636.83 0.0050 24 class3 RCP 5.62 - ~ , \ - = ~ ~ ~ MASTER STORM
~n". ll,~` ~ I r`.. ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ m T GRAPHIC SCALE ~ ~ ~ ~ ~ Q MANAGEMENT lily i ~r.,N ~ ~ ~
645.33 B-5A class3 \ , ~ ` ~ ~ C CB-5 25.83 636.83 636.68 0.0058 24 RCP 6.5 645.83 - „ 1 s ~ ~ ~ r i ~ gi.9l i.91 r~ .s ~ ~ 0 2s so too ~i ~ i M gi ~ ~ ~s, gyn. ~ o \ ~ Q
645.33 DCB-5A -3 lass3 6.6 5. 3 \ ~ I r M ~ JB 25.98 636.68 636.00 0.0262 24 c RCP 5 64 8 ~ ~1, PLAN
~ ` ~ V ~ , ` ,/r '
4 ~
- FES-4 JB-3 25.98 637.50 636.00 0.0577 18 class3 RCP ( IN FEET)
645.33 JB-3 EX 30" 14.60 636.00 634.00 0.137 30 Dc.CMP 6.83 - a y° Sheet I inn = 50 ft. A 0 C 4.0
a