20001542 Ver 1_Site Plan_20001212

piAN 8 S'i ~fY q~ CLASS
STRtJCTl1RE RN~I,/0!6?TE N~IVER1 IN drYER'r OUT PIPE
0057.15 110 LF, 24"RCP00.5OX CUSS IN , ~ ( ' ,``i 11 ~ fX 1 809.iS -
i . i . ~ 'IICP00.50X CUSS i0 s ' ~ ~ ~r,~, ~ a -t a 2 15 so4.eo 6o4.ao 1fo 30
~ l , ~ ~ y / ~ ~ ~ ~ ~.=1-~=~ + ~ ~ IN A I ~ ~ i~1,1~ 110 36"Rt~osox cuss 604.05 ,05 ~ ~ roND , , n 1 s 609. 3 a , , ,t 1~' ~ ti ~ ,SOX cuss la ~
\ , ~ _ ~ ~ ~ / ~ 242 Lf, ~'RCPaO ,'1 ~ ` ~ 1 1 d 4 609,i5 003.50 003.50
, ~ " _ - ~ , " >~Y~ r' r' - E05.25 20 LF, 15"RCP04,00X CLASS Ja I ~ ~ ; ~ DI 5 600.50
l ~ / ~ r _ + I ~ - ~ ~ ~ ~ ~ ~ ' ',Iti~~t~+' ~ ~ 002.29 330 LF, 42"RCP00,50X CLASS tN ~ , i DI8 000.90 1
BAFF I CONS7Mi{X:T10N _ ~ ~ ~T~ ~ ~ ~ ~ 1i~ ! IM e~i.~ ~ ~c~eO.SOX cuss 8 Y DISTRICT 800.60 345 Li, 42 ~ ~~a~, ~ _ ~ ~ ~ ill ~~~,i , MN 7 810.50 600.00
~ - 1 ~ ,
- _ _ _ - r r ~ ~ _ • . - _ y~ ~ , + 7 ~ - 801.21 22 LF, 15'RCPOO.SiSX CLASS IN i / ~ I i CI 9 606.90
~ ~ ~ / 1 ~ ~ _ - ~ } ~ ~ , _ _ _ ~ - r''--- fES 10 - - 801,00 - ~ ,
2 _ ~ _ , F _ ' ' 1'',~t ~ 1~ ~ _ .60 44 Li, 42'ttCP00.50X CUSS IA ~1+~ CI 11 605.90 598.88 598
• - ~ - , i ~ X1"2 - 598.44 - - ~ = - ` ;~FARD + + f^ETLMIDS A~ FES 12 - : ~ _
' e ' ? - r.. ~ _ ~ ~ - !41 X'. ,40 - 598.36 36 LF, 18"pCP01,05X CLASS III + DiS11AiE~D OCI 13 803
- f . - ~ 7 F'ES 14 - - 598,00 -
_ ; . , i . _ Tom, ~'r , ~r . ~+l DOTTOM Of CIS' C 42'CMPOi .OOX ,j ~ ~ ~1 _ - 598.00 i58 lf, ~ ArCiNtBCtUro
m~,.. ~ ~ ~ - ' 598.42 ~ , i oG ~s 15 - - Park Pbnning
" ~ ~ 614. , _ ~ 612.50 y ~ 2 _ _ 802.00 128 Lf, 24'CMP00.50X N ~ set _ Civll Engmeenng
, ~ ~ _ ~ ~ T- - _ _ 6o,.3s ® ~s16 - a _ ~ ~ 8,{"~P00s>3% CLASS Iq 5311 Seventy-seven Center Drive
, 612.40 ~ ~ , . ~ - ~ _ 610.20 + HW~17 - 605,3 - - Suite 82 • Charlotte, NC 2821
. , ` ,1 ' ~ ~ ~ NW~tB - - 804.8 - Ph. 704.521.9880 Fox 704.521,8955
. 610.00 - - - . ~ -r - _ - . ` _ _ _ 607.60 _ _ 606.50 . - _ ~i ~ ~ 614.00 _ r... ' ~ - OR ALUMINUM. E-Moil info0sitesolutionspo.can ~ ~ • ,qLL pENT CMP SFIALL BE ALUIONIZED STEEL. Cadd Project X2217 ~
_ - so7.2o 7.6b sos.5o . 609.7 _ _ _ All 7 L6.0 FOR TREE PRESERIlATiON NOTES AND DETAILS. pf O ~ No1E sEE DET / O r
~ 611.60 ~ _ OS 610.00 , cs ~ 60.20 r ' a~u~tAUC'noN seoua~ce ~ :T- ,
" 611.40 07.60 I` ` h 608.4b PUN APPROVAL FROM THE CITY OF CtNRLOTTE ~ _ . 1. OBTAIN GRADING/EROSION CONTROL y O X . 0.5
~ w ~ e n , 1~ _ ~ r. Q P E NG DEPARTMEN - N _ . F ENGiNEERI THE
~ p 1 r. ! ~ ~ `'~1~~ ` CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR ~ ~ LL 61T,5D ~ 2. SET UP PRE-CONSTRUCTION S10N CONIROL MEASURES, (n N to ~ i i - . GTY ENGINEERING DEPARTMENT (PH. 336-4258 TO - -
' 608.40 ~ " ~ i Y LANG DISTURBING ~ ~ r FAN.URE TO SCHEDULE SUCH OOtdFERENCE 48 HOURS PRl
1, ~ es . 6 2.40 ~ ~ f i - CfO1PTER 18 OF THE GTY CODE AND IS SUB~CT TO A Fl U M - ACiTVITY IS A VIOUTION OF ES AND CULVERTS BETWEEN HW-17 do HW-18, 0 Z ~ O
- . ' - ~ r" . • "~u ~ - ;~ir _ F T FENCE INLET PROTECTION, SEDIMENT TRAPS, DNERSK>r1 C1TCH CESSARY TO INSTALL THESE DEVICES. 3. INSTALL SfL ONLY AS NE 0 I PROTECTION, ANO OTHER MEASURES A5 SHOWN ON PLANS, CLEARIN ~ ~ ~ ~
t .l - / C ~ I ~ .I ~ ~ TT2EE WHEN APPROVED, ENGINEERING ~ ~ (V ~ •
~ ~ 609.75 6.10,00. ' r 1'~ r , ~ ' 4• 36-2291 FOR ON SIZE INSPECTION BY ENpNEERING INSPECT It ISSUANCE, Os ~ CALL 3 AFTER PERM Y 0 I ~ ` ' ' ' 't ~ ` ,1; ~ I UES THE GRADING PERMit. BEGIN CLEARING AND GRUBBING ~ L ~ , , ; INSPECTOR SS
~1" ' ~i , _ ~ 610.00, ~ i~ s . ~ 4 i' ; _ ° v a N ! ~ ! . ~ CONTROL DEVICES AS NEEDED. t
~ . ~ ~ , r,`;~ J l~OT1:G11t7~1 ~ ~ ~ 614. , 607.40 , 5. MAINTAIN EROSUMI TH EROSION CONTROL INSPECTOR U ~ + r ~ o~ ~ ~ ~ ~ SED Ef24SI0N CONTROL PUNS, CONTRACTOR SHALL MEET Wi p
~F 611.60 , • _ ~'1'1'PfG,N.,I t ~ ' - 608.80 I 6• ~ ~ TON CONTROL MEASURES. O ~ r ~ - _ ~ ! ~ ~ , ( PRIOR ]'O COMMENCING WITH EACH PHASE OF EROS ~
ti' ~ 611.40 614. ~ i ~ ~ ~ ~ a°, r To FlNIS?+ED GCE. Q ? j 610,00 1x r'' 7. STA~UZE SIZE hS ARF~IS ARE BROUGH TH THE N.C. ~ r'
- . ~ ~ a ~ ' IN ACCORDMJCE Wl SION COiV1R01 MEASURES SHALL 8E CONSTRUCTED AGRICULTURE, U.S. SOIL . ~ 8. ALL ERO U.S. DEPT. OF
_ r , _ I i i , ' ~ AND 1HE qTY OF GiARl.OTTE i ~ a~~ AT10N SERIACE, GTY Of CHARLOTTE EROSI01d CONTROL ORDINANCE, ~ - 1 I + ~s CONSERV T
~ ..i- r j ~ ~ r ' ENGINEERING DEPART1tEN DEVICES ANO
.A ~ .6 2.40 ;I A .3-r1'~~~ i i ~ ~ 4 ' DIUt,'ENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL GTY z g, THE CONTRACTOR SHALL . 1HE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH 1HE 1 7„y ~S
S ` ~ i _ , ' _ y ~ r STRUCTURES TO MINIMIZE EROSION roR so rrlAr PERloac INSPECnorls crw ~ PixFORMED Ar ~ - :v TTE ON COIdT>'t'OL JN.7r LC ~NNIINIIN~,,I f ~ { i K 1Aw~~Q ~ ~t~ I~
~ _ . ~ _ ~ i ~ ~ , t I ' r .AGES OF CONSTRUCTION. CAR a p ' ~ APPROPRIATE Sr 0~
_ , ; 609.75 ~ - ~ ` - ' , ~ ~ l ~ ~ -i DS IN4~' ~ ~ ~ - ~ - ~ , ~ off" F.~l y
613.55 1t C~l~UF' i ~ , r ~ , ri ~ 1 ~ ! / ~ J ~ . ' ~ m ~ ~ ~ ED ro PEPRESaT A au~aNCED cur/FlU. z i r ~f ~ ~ ANT111ES HAVE NOT BEEN E$TIMAiE[? AND SiTE AS SHOWN IS NOT ~7Y TO AGiIEVE THE 1 1. EARTHWORK Qli AU. 64RTF1MroRK NECES s
~ ~ ~ I i ; ~ , ESTIMATES AND SHALL PROVIDE s r r1~ ~ CONDITION. CONTRACTOR SHALL PERFORM HIS OWN ~
ti ~ ~ - f ~ ~ ~ i .,r ' I ~ ~ INCLUDING ANY ~1E OR SPOILS REQUIRED. DESIGN GRADE, 4 ~ v 1 ' ,
" r ~ ~ o E.~~ ~ . UNDSCAPE AREAS. Q~
` 612.90 ~ ~ , , a3 ~ j ' ~ GE IN ALL GRADED AREAS, INCLUDING PAYING, UWN AND m ,,~w a, PosrrnE DRaNA Fy t f ns o 2. CONTRACTOR SHALL PROVIDE E 5
~ ~ ' ~ '~1 611,60 k~ • - ~ i ~ ~ / ~ ~ 1 ~ ~ ; ~ AcruA1 FlE~D coNanoNS w l ~ a tMMEOIAIELY REPORT r0 OWNER ANY DISCREPANGES FOUND
t _ ' 1 I " ~ ~ , ~ 1 , ~ 3. THE CONTRACTOR SHALL WAIL FOR INSTRUCTION PRIOR TO PROCEEDING. r I - A AND CONSTRUCTTON DOCUMENTS AND SHALL
i i . 611.40 ~ ~ ~ ~ ~ , N ! ~ WORK BOTH PUBLIC AND PRNATE.
1 1' ~ - i / ' 1 I ! I i 1 ~ A ,a4~ ~ ' TTON OF ALL UNDERGROUND UTILITIES PR10tt TO BEGINNING r,s ~ 'O 4. CONTRACTOR SHALL V'ERifY LOG $}iALL REPAIR ANY DAMAGE AS A RESULT
1 ' ~ . '~a"~ FULLY RESPONSIBLE FOR ALL UNDERf~tOUND U11L1T1ES M1D ' CONTRACT~i 1S ~ i us ~ OF 1HIS CONTRACT.
~ ~ / r , ' ~ I I ~ ( t p _
" i - ~ ..I ~i - _ ' ' THwoRK SMOOTHLY ro TRANSInoN aACK ro Exlsr+NC c~ADE. I { ~ ~ 5. CONTRACTOR SHALL BLEND NEW EAR
"1 f ~ 1 C ~ (14 I i t i A ~ 1 ~'S SIDEWALKS ARE FiNf$HED ELEVATIONS
- AS ~ ~r' t ~ 4 i PARKING LOTS AND AND SPOT ELEVATIONS SHOWN IN DRNES, OR AGGREGATE BASE COURSE ' ~ 6. THE PROPOSED CONTOURS
1 . _ ~fi " T CROSS SECTION RATA TO ESTABLISH CORRECT SU88ASE ' ~ INCLUDING ASPHALT. REFER TO PAVEMEN
\ A\ f T ~ COMPLETED UNDER THIS CONTRACT. ' ~ ELEVATIONS 0 - OPbfENT STANDARDS MANUAL. I ~ w
_ NUMBERS REFER TO THE CHA~OTTE/MECKLFJVBURG UND ' 1 ~s 7. ALL "STD
..,fit ~ ~ - ~ ti ~ ~ IT FROM THE ZONING ADMINISTRATOR. ~ i 8. -SITE BURIAL PITS REQUIRE AN ON-SITE DEAIpUTiON LANDFlLL
` ~ ins ~ REQUIRED BY A REPRESFVTATIVE OF THE G1Y/COUNTY 610.00 t 9, lIONAL MEASURES TO CONTROL EROSION ANO SEDIMENT MAY - 608.80 ADDI
610.00 `'.,~,x ~ L.~ 7.40 NG DEPARTMENT. , . ~ j ENGINEERI FlNE.
~ ~ , ~ I NG PLAN, IS SUBJECT TO A ^ ~ ~ ~ r< ND THE UMils OF CONSTRUCTION AS SHOWN ON 1HE GRADI 1 ~ 10. ANY GRADING, E3E1'0
610.{~b,. ~ ~ . EROSION CONTROL PLAN IS SUBJECT TO A FlNE. ~ ~ - ( MORE THAN ONE ACRE WITHOUT AN APPROVED
ON ® ~ ~c r,R1 , _ s 11, GRADING • : ~ PIPE SLOPES AND INVERTS AND SHALL NOT BE
7i01f-6'1~NC 01.507r N ~ T l AND - ~ T1ONAt. lllrll.DlNd ~ • 1NS SHOWN ARE THE ENGINEER S ESTiMAIT: USED TO COMP J 12. PIPE L.ENG REPRESENT THE ACTUAL pUANTTTY OF PIPE REQUIRED, Y THE CONTRACTOR TO ~ ~ : ,,gyp _ CONSTRUED B
~ 14tF-B"PVC 0 2.36-, ` ~ Is ~ ~ ~ ~ ~ . ` , . " BE i 4" FT. (MAX),
f~~10'M~MC 0 0.9370 ~ TOr D~1rK - w - _ . ~ ~ CROSS SLOPE OF SIDEWALKS SHALL / / ~ ~ ~ ~i 't~k_' 13.
~ R ' 111E ' ~ ~ i ~ ~ ~ j ' 14. SLOPES SHALL BE GRADED NO SLEEPER 1HAN 2:1 ~ ~ . ARRANT ` ~ ~ ` , cENr PROPERnES, WHEN FIELD coNar~oNs w
~ ~ , t! ` . ~ ~ 4 r i' u of rHls PLAN Is Nor AN AUIHORIUIION ro GRADE ADrtA ~ ~ I 15. AiNED FROM THE AFFECTED PROPERTY OWNERS.
~ . i"2" GNO' t4tf-12'PVC 0 O.~oiX ~ • , _ ` ~ OFF-SITE GRADING, PERMISSION MUST BE 08T I i : 117AFFTC, BURiu PITS, TRENCHING, ETC„ SHALL ~ ALLOWED
,p 141E ~ _ -12'PVC 0 1.36Jr ~ ' . r ~ ~ `4 0~ ~ ~ NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERW.S, ~ ~ ~ ~ i 16. . ~ IN TREE PROTECTION ZONES. UCT10N, AND NOT REMOVED UNTTI
~ ~ ~ ' fs ~ INSTALLED BEFORE DEMOLITION, CLEARING, GRADING, CONSTR . ! 17. TREE BARRIGDES MUST BE
1 ~ / . 51LT ! ~i/ YVi ! , 1 ' f4LiE ;12'pVC 0 1.7970 , WA,9Hm STONE 4 ~ 143.E-12 i'VC' 0 2,38>r . 'r"'-`"" • ZONING INSPECTOR. ' ti AFTER FlNAL SiTE INSPECTION BY URBAN FORESTER AND/OR I ~~i~ w r' Gb
F,~IG FENGIN6 (9r~f 5M.1 ~ r ' ` ' . , . ~ i ~ ~ ~ ARCHITECT FoR rNSPECnoN of TREE PROrECnoN eARRRI W - _ _ 18. BEFORE GRADING BEGINS, NOTIFY LANDSCAPE ~,t
Blfif$R N071: M61 ~ ~ ~ ~a w ~ 1~. ~ -6 TERM. PVC 0 `1~07r A11N) ~ ~ . s~OrNC Is NECESSARI' To ACHIEVE EROSION CONTROL ON 60 .
1y ; " R i; ~ 14tF-12"PVC 0 3,OOX ~ 19. STABIUUliON !5 THE BEST FORM OF EROSION CON1ROl. UCTiON SEQUENCE SHOWN ON 1HE PLAN. ' ~ D ESPECWIY WHEN SPEGFlGLLY REQUIRED AS PART OF THE CON SAN GRADING. ALL REMAINING AREAS
` I'~NGlY . G 813.50 ' ` 'T S r ?xNC~ 4 7 oENVOED AREA SfEDm AND MULCHED wrrH,N 3o DAYS of coMPLETiON of r u F a ALL GRADED SLt)PES MUST 8E P E ~ 7 . ~ ~ N 120 DAYS.
- ` ~ ~ SJNLM. 1 ~ ~ ' ~ ~ FI1~0 a"EVGI ; $JNJ.M. I ARE TO BE SEEDED AND MULCHED WITHI ALLOWED ! / ~ i ' PiTS TRENCHING, ETC., SHALL BE
. Blfi~it MOTL° - b~; , ~ f os ~ 11 CE OR COMPACTION, CONSTRUC110N MATERIALS, TRAFFlC, BURIU , 20. NO D1STtIRBAN
i '>lblF•12,~C 0 3.6770 ~ ,y r s i l ! + ~ ~ r• S. NO ON-SITE 8UR?AL WILL BE ALLOWED. n, j a IN TREE PROiEL110N ZONE r ,
_ _ , r ~ ~ f ' t~s 21, SOIL TYPE IS: rrb = rREDELL
1 613,50 13 ~ i 1 ,
y ~1' E ! ~ 4 4'.1 t ~ 1 ~ _ .z " ~ 1 ~ ~ ~ DENUDED AREA = 24.76 ACRES. I Js 22, TOTAL r``` ~ TH ARMY CORPS
~ 0 12 r t INV.=605.50 ~ f 4 , N , ~ . ' STEVE CHAPIN OF E 1 c pQlNEATED BY DAMES d< MOORE AND FlEID VERIFIED BY . ~ ~ 23. wETLWO AREA HAVE BEEN
r " ~ 613.98 ` - • , ~ ! PROJECT= 0.35 ACRES. - ~ AREa asruReEO BY TH s ' of ENGINEERS oN 2/17/00. Torsi WETiJWD
~ / ' ~ ` ~ 613.50 10 DI4AINAEJ~ , , ~ i ~ 613.50. ~ - ' ~ •~Nr' WITH HOGWIRE AND WASHED STONE AS SHOWN IN DETAIL 2 L . . ' " ~ 4. IN AREAS ADa4CENT TO THE CREEKS, INSTALL SILT FENCE t~ R:> 2
~ ~ OR BACKWASH CHANNEL IN AN UN08STRUCTID STATE -AND SHALL . ~ ~ 25, THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEL(
/ ~r,~'' ~ , _ ~k% _ . _ o..,uc nc TuF STREAM ALL DEBRIS. LOGS, TIMBER, JUNK AND 0
~ ~ ,-~~i~' q~ 1 , . ~ . ~y 1 i ~ i11T l REMOVE BY HAND FROM IHt t,ruUVNLL AI~V prv.r,.~
~ .a . ik _ , , - ~ i. t , ~.A ' BE USED IN THE S.W.I.M. BUFFER. f 61D Qp ~ . q-'~ ACCUMULAnONS. NO EQUIPMENT SNALL FLOODWAY y - e AY p1STR?CT FRINGE BOUNDARY LINE OR
~r ~ - ~ ~ l / N' ~B'~ ' CnON OR USE WITHIN THE AREAS DELINEATED AS Ft000W 2s. ANY coNSrRU BY THE FLOODwaY RECUU+no?vS 601. ~ NS IMPOSED
. ~ ~ ; ~a;,. _ _ . y'~ T CROACHMENT BOUNDARY UNE IS SUBJECT T4 THE RESTRICnO I ;X DISTRIC EN BURG COUNTY.
~ . _ , - ~ ' • ~ 611.70 - - OF THE CITY OF CHARLOTTE AND MECKI.EN ' THE WET DETENnON PONDS. - - . y' FOR THE INSPECnON AND MAINTENANCE REQUIREMENTS OF 613. ~ ~ 27. SEE SHEET L x
r r ~ . 6,2.00 --y _
_ f ` & MOORE AND AMES DRAWING STATUS
_ . ~ ~ i iN NIDUAL FLOOD STUDY WAS PERFORMED BY D l AN D T RMwATER SERVICES- 11 /29/00.
? 612.~d - ~ . APPROVED 8Y CHARLOTTE-MECKLENBURG S PRELIMINARY } ~ p NOT FOR CONSTRU
/ r 8 - - ~ ,r ~ ~c P ;;a
i~ ~ I .Z ~ ISSUED FOR I F . TION
a~ ~ J l (i I ~ I• . , p CONSTRUC s .s5 ~ 1---.,.
d ~ r ~ ~ ~ ~ ~ ~ ~ - - .30 ~ ~ ` l ~ - -
GHEGK DM4- U9E RIPRAP UNTIL 14 I ~ "r - j' I r' ~ ~WJJ~1. wAtBR, P DICULAR TO THE SURFACE I' ~ ~ ~4~' ~ FFER IS MEASURED HORIZONTALLY ON A LINE ERPEN
I ~ GULVERI'3 ARE INST ~ ~ H °".a ` ? I ~_.__AM7 STADILIlt37 ~ I i ~ ~ ~ ~ ~ ~ DItI V6Ni1Y NOT TO . r 1. THE S.WJ.M. BU TH BANK ON EACH SIDE OF THE STREAM. ~ : ~ E pWNER / CllENI' SIGNATURE , ,,;,d LANDWARD FROM THE TOP OF THE BUFFER ARE TO BE LEFT NO (FADING IS
~ us~D noN cl~c ~ ~ 2. STREAM SIDE AND MANAGED USE ZONES ~
. ~t I f DISTtAi'b!°D 4 ~ ; ALLOWED IN THESE ZONES. OUGHT INTO THE AREA. . I ALLdWED IN THE UPLAND ZONE 8UT NO FlLL MATERW. CAN BE BR -COMMERCIAL. u~TE : t l/t/2000 • ~ C ~ 3. GRADING S 3 BUFFER ZONES. NON
r , 'Y ~ J. ~ ~I STRUCTURES CAN BE PLACED IN ANY OF THE THREE ( ) - ~ 4. NO OCCUPIED ZONES PROVIDED THEY DO NOT EXCEED 150 SQUARE - ~ ;
It• ? ~ - I ~ ' BUILDINGS FOR a'TORAGE CAN BE PLACED IN THE UPLAN ' T ALLOWED IN OR THROUGH THE BUFFER.
a a ~„OODWhY N6E - , ~ m . DITGH ON U'I.MID ZONr:` SI I ~ ~ NELS AND PIPED STORM WATER ARE NO r " ;d + ~ ' ' ~ 5. ENGINEERED OR IMPROVED CHAN MANAGED USE ZONES. DRAINAGE
DI5TIQIGT OOUrD,~dtY ~ ~ _ ®ERM U' TEMP ~ ~ . , ~ 0 DIVL9tt DRAINAGE TO xDIMErIT Dh51 _ - ' ~ NS CANNOT BE PLACED IN THE STREAM SIDE OR ( ` ~ ~ ; ~ TEMPORARY SEDIMENT BA,St ACROSS THE BUFFER TO FlLTER OUT POLLUTANTS. 1 ~ ~ - = IGNED TO ALLOW WATER t0 SHEET FLOW DETAILS • ~ I 0 ~ , 'r , ° ~ _ - AREAS WILL BE DES OI,I. DEVICES OR WETLAND FLOW WILL 8E USED. DESIGN
- . I ~.f P," POOLS ENERGY DISSIPATERS, T STANDARDS I PLUNGE b ~
[s1 _ . . BE OBTAINED FROM CHARLOTTE MECKLENBURG LAND DEVELOPMEN FOR THESE DEVICES CAN
~ ~ yr` - - ~ 1 G1'x"c/w'v~ ~ I MANUAL. CLEARLY MARKED 8Y ORANGE FABRIC FENCING PRIOR TO ANY LAND TET~'ORARY SLOPE : ~ ~ 6. THE OUTSIDE BU,''FER BOUNDARY WILL BE D SILT FENCE RUN SIMULTANEOUSLY, - ~ r
..,y Q _ Y~i'LANDS %RL~A t _ l~ IN DISTURBING ACTT.-7TTES AT THE SITE, WHERE ORANGE FABRIC FENC DR/~ : I"l ~ " Y BE MOUNTED TO THE BACI(SIDE OF THE SILT FEN ,gyp
U_, 0r53'RA~OED- d74~9F. - \ , . ~ ~ F, , THE ORANGE FAEIRIC MA WILL COMPLY WITH THE S.W.I.M. STREAM BUFFER SECnON OF THE L 8 ~ ~ r~ IN THE BUFFER
GUtB INLET i=" , _ - 6 ~ 7. ANY ACIMTY ~ _ ~ ~ ~ DEVELOPMENT STANDARDS MAN NG THE DEI1NEAnON OF EACH ZONE AND A DIMENSION FROM A
~ - . - - ~ ' i ~F~ MS AND BUFFER BOUNDARIES INCLU01 DEEDS FOR ANY LOTS r~ - _ i ; ~ 4;' 8. nf)N ARE SHOWN ON ALL SURVEYS AND RECORD PUTS, INCLUDING fN 1 , ( , , fi SPECIFlC LOCA p~
~ ~ ' AFFECTED' BE DISTRIBUTED TO EACH HOMEOWNER ANO BUILDER
~ ~ p~ ~ n _ . 0 r " ~ ~ " 9. EDUCAnONAL MATERIALS CONCERNING THE BUFFER WILL _ CnON OF THE HOUSE. (MATERIAL IS AVAILABLE THROUGH THE " ~ - PR10R TO LIVING IN THE HOUSE OR STARTING CONSTRU
2 ~ ' Ttr+~o?a~ueY s ~ i c ~ . ~ ~ ~ , ~ ~ _ p fl z - C e~ r pROrECnoN eY cALUNC 33s-55oo). R` I;" MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMEN N1LL BE NOnFlED OF THE BUFFER , =6F 05 SPILLWAY '
_ . .w,... TRUGTION r + m _ . ~ ; - 10. ALL SUB-CONTRACTORS OF THE LAND DEVELOPER AND HOM I c o ~ I~ I' ~ ~ "'I ! REGUTAnONS PRIOR TO DEVELOPMENT.
. ®r~RANGE > , - . , . . _ I , •x~ F ; . INLET (`rYP ~ ~
~ PL.OODWAY DIgTIgIGT
J erGROAGI~r+err Lrt'IE' it ~ l i' EXISTING SIGN --alo-- EXISTING CONTOUR UNE
/ ~ , ? , • ~ t D CONTOUR UNE 4~4~~ ` Lj;' ~ EXIST»dG LIGHT POLE ~e~0 PROPOSE
. ~ i y„ ,x a.T Iy'• ` ` ~ HYDRANT AT10N - - EXISTING FlRE \-81220 PROPOSED SPOT ELEV
~ • r / ~ ~ b RIP RAP AP ~ ~ ~ , RIP RAP AI°RON 4 ~ I=~ - _ EXISTTtVG WATER METER TEMPORARY DIVERSION SWAIF
- , , _ ~ ~ IG ~;f r ~ ~ w - , 1e - Y Ar ~ ' • EXISTING SANITARY SEWER MANHOLE
. AGE INLET PROTECTION - TEMPORARY DRAIN SANITARY SEVER MANHOLE ADING.DWG p PROPaSED GR
. . . ~ ~ . . • e~tl l1~1JIlD TGIE 'i~'~ TEMPORARY SILT fT]VG~ pRp,tECT NO.:
_ it I / r ~ ~ • ~ 1, ~ - - ! ' ,r © l~QS11NG STORM SEWER MANHOLE
~ ~ 1n= , ' , ' ' ~.---i- TfJ~IPORARY TREE PROTEC110N BARRICADE 22 ~ 7 h ij~i, . ~ Z PROPOSED STORM SEWER MANHOLE
Y t ~ I FENCE ' TEMPORARY ORANGE FABRIC 1; ` ~ ' ~ EXISTfVG U11UlY POLE -c--•o . C;
' ' li - 71NG FENCE ORANGE FABRIC SHEET TRIE (16, I x--x- EXLS tEMP. SILT FENCE WITH
•;.c-
r _ . , I ` TTO?''I GR~ ~ OUND ELECTRIC LINE .a ;y ~!E - EXISTING UNOERGR - _ = EXISTING STORM DRAINAGE UNf sus: - - GRADING DRAINAGE _ "i' :o-,~ ~ , , ~ - _ - -SS - - EXISTING SANITARY SEWER UNE _ ...,_.~.-,s~
4 ~ . ~ ~ _ ~ - (I , b . ' 1¦~ PROPOSED STORM DRAIN PIPE . ` ` EROSION CONTROL yp, ~ ~
t ~1 ~Ee~rAL IMi~ J WITH WE7LMtD L !`r'~'I° ® PROPOSED ROOF DRAIN PIPE PROPOSED SANITARY SEWER UNE ~ l PLAN
~ ~ _ BLAGIC ~U NB IUD s NOTg •'1S) GW'~'c Ir~AGr) ~seE ~+o ' _ _ EXiSTM'G WATER UNE ~ ~ LIMITS OF CONSTRUCTION
/ SJ~V.IN: S . . 7 ~ t 1 } ~ PROPEQTY UNE EXCELSIOR LINED GRASS SWALE
' _ ~ ~ ~ I ~ _ r, f • ~ J,- ~ ~ ~ ? EXISTING l?RAINACE STRUCTURE WETLANDS SHEET
t ' ~,r ~ ~ m . ~,,a.:+.._, i
. ~ ~ _ _ _ - ~ CRY 5r=nlt~r ~ , r ® ! PROPO'~D DRAINAGE STRUCTURE ~ IC SCALE GRAPH t ~ 200'
~ BASIN ~4 !I ~ TOP Of I li'"' } SLOPE FAIN 2S' 60' too' II ~ Q bOS.WT ~ - - i -rSD- TEMP. sG' o
_ ' 1 r _ _ DET75VTION POND ~I . t~ AREA _ :YiTL/~frDS ril ,,I_~ ~ ~ YEAR FL000 FRINGE
l~ ~ WET a a D18 -4842 - - - 100 ' T 2000 w~,~ sue/. ~ (IN FEE ) . cw,~ bl¢
I ~ ~1 ~ h, ~ , ~ TEMP. SILT FENGE WIRE FEMGEJ . ' ~x ~ AREA (lF WETLAND IMPACT d 1 hch ~ 50 ft.
d ; WASHC~ STONE AND ORM18E ! ~ 1 • 1 ~ ' ' ~ ~ TI I~ :t` ' I ~ 4
FABRIG FEI4GIN6 (5EE S.M.IM. BIB NOTF M6)

0
SITE a
WETLAND LINE TABLE J
Nl"MBER BEARING DISTANCE m
WETLAND A This certifies that this copy of the plat identifies as waters and W •Y"~~ WESTLAKE DRIVE ~
' 41" E 43.48 wetlands all areas of waters and wetlands regulated pursuant to L1 S 88 59 o
7' 26' 55" E 68.31 Section 404 of the Clean Water Act as determined by the L2 N 8 ~ ~ _ i $ Z
3° 15' 20" E 48.69 undersigned on this date. Unless there is a change in the law, or L3 N 8 N 78' 06' S8" E 52.98 our published regulations, this determination may be relied upon L4 r ~ N es~ REFERENCE: W
S 59' 10' 05" E 78.78 for a period not to exceed five years from this date. This L5 NAD 83 NC GRID 3
6 N 69' 23' 55" E 69.97 determinotion was made utilizing the 1987 Corps ofi Engineers L a
L7 N 45' 01' 49° E 71.12 Wetland Delineation Manual. 4 L8 N 68' S7' 37" E 70.19 S OUSE
L8A N 86' 2T 04" E 90.51 - S~StNCN pRt~E WE MANS
' 129.86 US Army orps of Engineers Repres tative L9 S 69 48, 45„ E , GSM
L10 S 41 16 34 E 86.52 'gta~a 'r3.t_~'`~.~. L11 S 63 13 39 E 70.55 0
L12 N 68' 48' 08" E 113.99 Title 0
L13 N 83' 33~ 14~: E 92.85 `f - / p 0 D STEELE CREEK ROAD NC 160 s
L14 N 06' 08 16 W 49.13 L15 N 75' 26' 22" W 78.35 Date
L16 N 16' 42' 17" W $2.39
L17 N 04; 35' 07" W 71.80
L18 N 21 49 36 E 60.79 L19 N 05' 57' 18° W 65.70
, „ I L20 N 00' 26 16 E 98.54 ~ EI.R. EIR
+ S SUBDIVISION , ~.R L21 N 57' 13 28 W 99.24 ~ TWELVE OAK flR. W EdR
L22 N 71' 15' 18" W 106.43 I + ' ig-131 I w , ~ , M.B. ~I ~ 3 N 80' 47 39 W 92.36 ~ + ~ L2 , 1 BLOCK 20 F•~
L24 N 71' 29 35 W 110.33 1 1 I I I ~ -`'"'--~i „ SION'~,~ I I o ~ ~ ~1 I I
L25 N 40 25 12 W 110.63 BDIVI ~ 1 ~ KS S 1 ~ ~ t` ,-I rr d' ~ ~ I I TWELV ~ E
L26 N 14' 37 16 W 84.47 VE QA 1 p r, I + c'J I N~ ' 4' 11' W 138.58 T~E~ 9-32a + 1 I 1 r-+ ~ I M L27 N 51 4 , B. 0 1 1 ~ ~ 1 1 H ~ I Ey I I ey W H 1 NI + \ OAKS S T ~ UBDI , N~ WELVE , M.3 VISION OAKS ~ 20-q.
L27A N 6T 17 23 W 92.97 pCK 2 1 1 ~ ~ 1 O O + E'' I E~ w , o N, SUBDI ~ ~ 71 w ,,.r 1 , M.B VISION
' 13 05 W 40.31 BL ~ 1 E-+ O O + a O I E" ~ w L28 N 49 ~ 1 O a ~ \ I N 72' 46' 47" W 89.88 d" L\2 + E'' a I O ~I ~ o x , , 18-280 + ' ~ ~1 ~ o ~ ro , , BLOCg 2 ~ + .s ,
L29 „ N ~ N 1 O ''a i--- I I , I a ~,I O `h L30 S 56' 14 20 W 142.27 + ' 1 O ~I + ' I I " O `h ~ ~ 0 ~ 1•
L31 N 28' 38 53 E 73.08 + ' N „ O ~ I I! 1 eaa. S 00' 06' 4" W ,30 0' .LR ' I ° o ~ ~ ~ ~ \ LOT a , , ° ~ , 0 27
L32 N 24' S4' 50 E 53.67 O ,.a 1 1 I ~I , a a ° r~ , , ~ ~ a ° H o ,
L33 N 06' 57' 47" E 51.29 a + + ~ L34 N 12' 53' S6" W 51.14 ' ~ + - - - - - ~ - ~ a ° a LOT 2
, n 1 ' 0. l44R. X ~ _ CAR E Ic _ . ~ L35 S 79 55 21 E 73.83 s91 - EG _ s 08• a , o 8 _ ~ i36 34~~ W , , ~ c~, ~ Q 449, ~ , T TAL
4' 04' 07" E 68.47 _ ' _ ~ ,.«--..-.2~;:9NU~.~F~ -'.._.~c,.... _ e - _ L36 N 7 _ ~ - - - , „ . ~ - tllLl ssKx. _".8"'~At~jill~ip -y - ~ _ r + s
L37 S 85' 27 03 E 91.02 - ~ - _...u-~ , » ~ ,-v ~ ~ EOGE OF w00DS - ~ L38 N 67 30 49 E 52.38 ~ ~ '
L39 N 59' 36 42 E 64.15 k~~ ENCROACHMENT uNE SEE Nose s
.,..1.•..... L40 S 14' 19 49 E 80.53 - ~ ~ ,
L41 S 31' 52' S0" E 58.85 ' 19' 07" E 125,69 -...•er L42 S 85 r--~•-
L43 S 6T 36' 39" E 96.08 s~M.~• ~ ~ - -,s _ - _ ~ , /~s
S 3T 16' 46" E 55.59 ~ ~ ~ L44 ~ MNjON ~ A58 - - _ A 0
L45 S 86 43 05 E 102.72 C~ ~ ~ w Q / L46 N 86' 45' 24" E 115.59 AREA ~ ' - - - -248 ~
, , r L47 S 82' 16' 16~~ E 102.51 r / \ ' WOODED ~
' 4.61 ~ ~ ~ L49 N 22 33, 00 , W / ~ , _ _ ~ \ r ~ - _ ~ A37 a ~ ' ~ ;i eo0 ~ 9 I 1 H
L50 N 27, 09 58 W 89.00 N i - - - _ _ _ _ L51 N 53 36 43 W 69.13 _ ~ ~ ~ - V O1 m
L52 N 01' 38 49 W 76.20 ~ ~ 1 ~ ~ ~ ~ A ~ ~ ~ i . I . V 01) ~ ~ ~ ~ I \ ~ m ~
L53 N 05' 48' 14" E 99.48 ~ I V ~ _ - \ v w OT 1 I ~ _ ~ _ \ ~ ~ d z~ WOODED / ' • ,
L54 N 42' 19 17 E 93.69 p L ~ \ ~ ~ , ~ ~l~ _ - - ~ a ~ ~ 1 l ~ ~ ~ _ A L55 N 41' 33' 39 E 96.73 ~ ~ - 1 ~ e ~ ~ ~ ~ i
7 E 249.15 \ ` ~ ~ / i ~ 'v ~ L56 N 09 32 5 ~ ~ V ~ ~ WE~LA AREA 2:
L57 N 13' 10' 48" E 133.74 ~ ~ x ~ ~ ` / ~ ~ ~ ~ ~ ~ ? WOODE ~ ~ ~ 89 ~ , 3853 .35 SF 1 1 D ~ Op ~ ~ ~
L58 N 04 38 50 W 64.43 O V , ~ ~ ~ - _ _ ~ ' - _ _ / / i , ~ \ y 1 ~ \ L58A S 18' 02 08 W 76.29 • LQT rA ~ ~ ~ - , , _ ~ ~ i ~ ~ ~ ~ A a fA ~ s~ ~ ~ r ~ I ~ ~ ~ A A \ ~ n rr~ ~ , 1 ~ \ ~i ~ i C0
on ~ i
~ ~ WETLAND X E~ ~ ~ ~ ~ V I v ~ ~ ~ ~ v / I ~ ~ A 1 ~ ~ fL00DWAY FRI GE L~~i+ 4 ~ ~ ~ ~ i ~ ~ 9 ~ pp~ E~yNOTE i j ~ ~ r~ ~ ~ Ca ~ ~ A ~ ~ ~~~.QI~SrLB4~
L59 N 01 ° 57' 10" E 81.18 'v ~ ~ v ~ 1 ~ ~ ~ ~ ~ I WOODED I i ~ I ~
' 2 24 E 136.89 IJ~ V ~ ~ v ~ ~ ~ / ~ v ~ 1 i ~ L60 N 09 5 \ ~ ~ ~ ~ l ~ ~ m ~ - ~ 1 ~
90.67 \ ~ ` ~ ~ ~ l ~ 1 L61 N 09' 42 12 E ~ \ \ \ ' 101.78 v A v woooED v I ~ ~ 1 ~ ~ ` ~ L62 N 08' 36 52 E ~ \ 1 ~ / n I ( ~ ~ ~ \ M~
L63 N 0T 30 08 E 75.12 v v v v WOODED ~ ~ i ~ ~ ~ ~ \ ~ ~ I ~ W ~ v , ~ is
' 21 " E 87.45 4 ~ v v v ~ ~I L64 N 06' 16 I,QT v~ ~ ~ ~ ~ ~ A v v ~ / / i \ I V ~ ~ ~ ~ I wi \ w
L65 N 10' S 1 46 E 140.19 - L66 N 13' 34 16 E 86.74 I ~ ~ v v v v , / I ~ ~ ~ / WOODED I i a ~ \ / ~ ~
L67 N 12' 20 33 E 154.25 _ , s' ~ \ \ i / / ~ i ` I uw \ v v A ~ / I I I
L68 N 01' 56' 10" E 143.00 ~ ~ ~ vv v ~ ~ / / ~ ) ` t, I ~ , ~ w / i i I v v v - ~ ~ \ ~ ter, ~ w ~ 1 ~ ~ s~ I ~ ~ ~ I i M~.
L69 N 05' 50 43 E 204.09 , ~ ~ ~ ~ ~ - ~ ~ , ~ I I 1 f v v v / I N 00' 55 42 E 151.40 I,~T 5 M~ ~ A v v 1 ~ ~ / i I ~ L70 „ "+o o~ N ~ v v v V / ~ / i~ l i v ~ ~ I ~ , i v i ~ ~ I I ~
L71 N 08' 08 48 W 121.52 , ti 3 0 ~ ~ ~ v ~ ~ ' / ~ / ~ ~ o i ~ I ~l o ~ i ~
L71 A N 08' 08 48 W 150.09 ~ \ ~ ~ ~ v ~ ~ ~ / ~ ~ / ~ Nrn \ ~ ~ v ` \ ~i i ~ ~ / I I I \ WOOD ~ ~ i ~ ~ ED , w / ~ ~ a ~ ~ AREA: I :
/ I WETLAND C 'w \ ~ ~ ~ v I ' i ~ ~ ~ I ~ i~ ` 2337487 SQ.Ff, i ~ ~ Ali
S 46' 43' 53" E 84.76 N ~ i V ~ ~ ~ ~ I ~ / / ~ ~ ~ I ) L72 „ LOT g ~ ~ ~ v ~ ~ , ~ , ~ ~ / I ~ ~ / ~ i ~ I , ~ 53.6613 AC. wooDED ~ / I
L73 S 16 43 20 E 62.51 i \ .v v ~ 1 ~ ~ ~ / „ 0. 2 ~ i ~ v ~ ~ l ~ ~ r ~
L73A S 05' 08 05 E 5 2 ~ ~ a°°°.' ~ ~ ~ ~ / ~ / l ~t 1 ~ 1 ~ ~ ~ / ~ / r ~ 1 ~ 1 : (r ~ /
N ~ t l ~ WETLAND B ~ ~ ~ ~ i L ~ ~ / ~ \ ~ o i
L74 N 88' 01 33 E 32.72 ~ ~ , 1 1 WooD~D i ~ ~ i
' 2" E 72.97 0 ~ I / / ~ ~ ~ / I L75 N 63, 40 3 \ ,T 4~ ~ ~ ~ / 24 45 E 16.24 ~ a L76 S 32 ~ ~ ~ ~ / / I i I ~ r r / 2
' ~ I ~ ~ ~ ~ ~ / L76A S 5T 56 57' W i~.92 \ ' i ~ / / I ~ ~ ~ m ~ i I ~ ~ ~ I / ~ ~
S 25' 29 11 E 74.42 ~ i ~ l i ~ i ~ l L77 ~ ~ I , ~~r ~ ~ r
78 S 1 T 33' 25" E 54.10 ~ ~0 \ I i ) I i / I ~ r ~ ~ ~ ~ i ~ ~ I/ ~ _ r
L79 S 34' 15 12 E 112.58 ~ ~ ~ I ` I ~ ~ ~ S 23' 41 56 E 84.61 I ' ~ ~ i / i L80 „ G1 ~ ~ I I I / / / eti5 ~ - _ _ ~ i ~ ~ ~ ~ , ~ ~ i / J~.~~.~Qi A \ . ~ . r
L81 S 05 08 05 E 93.21 ~ I ~ I ~ i ~ wooDED i ~ V° 9tl ~ ~ i / _ ~ ~ 1 ~
L82 S 1T 17 04 E 54.93 Q'' / ~ \ o`o I ~ ~ ~ ~ ~ / / / ~ ~ l , „ 6,40 ~ ti OT ~ o• ~ l ~ t I i / / e L83 S 21' 52 24 E 8 /
~ i \ ~ ~ I 1 4.84 ~ ~ ~ ~ ~ ~ i i ~ / / / L84 S 26' 26 57 E 2 'U G \ 1 V ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ +
' 46 44 E 115.45 0 I ~ ~ ~ / L85 S 08 ~ , ,y ~ ~ ~a• ~ t
L86 S 21' 15 29 E 114,76 Q> 0 \ ~ WOODED ~ ~ ~ / ~ 0 04' 23 10 E 114.49 \ ^ ) L87 S rp a ~ ! I I ~ ~ ~ l / , i i ~ ~ ~ ~ ~ I
L88 S 12 21 41 E 59.59 ~ r i I / ~ ~ ~ / ~ i ~ ~ / ~ A V ~ t r
L89 S 69 19 40 E ~ ~ \ , I l l ~ 1 pp / 1 / V
L90 S 75' 02' 36" E 92.39 " ~ ,-l ~0' ~ ~ / ~ ~ / ~ / ; I / ~ ~ W LQ ~ l / / / I / ~ L91 S 65' 03' 40" E 92.36 T l ~ / i l ~ ~ e ~ i~ A V ~ V A ~ A 1 / / ~ ~ \ ~ ~I 1 ~N
L92 S 3T 11 39 E 73.74 1~ h i ~ i i l l l I ~ ~i- ,ice/ _ ~ ~ 1 ~ til \
73.87 ~ ~ / i ~ i I L93 S 32 49, 26„ E ~ ~ , ~ - ~ / I I _ ~ t
4 5 34 30 27 E 99.94 \ 0 ~ ~ ~ ~ ~ ' ~ ~ / 1 L95 S 56 04 05 E 110.09 ~ j o~i I , ~ ~ - i / ~ ~ ~ ~ A ~ 1 ~ t 1 0 V 1 1 ` ~ ~
, n ~ ~ / / / ~ / / 1 / I ro L96 S 63' 43 51 E 58.99 ~ i I i ~ ~ ~ / 101.55 ~ I ~ i / ~ ,~o ~ ~ ~ ~ ~ ~ ~ I, ~ ~
L97 S 69' 40 20 E ~ 1 ~ , ~ ~ ~ i _ _ - , n / 1g9~ ~i ~V ~ ~ ~ ~ ~ ~ N _ E OF WOp ~ ~ ~ ~ ~ ~ % '
94.46 ~ ~ ~ ~ ~ - L98 S 69' 24 26 E ~ h , , I ~ i ~ / _ •c,0~ - - 0.16 ~ ~ ~ ~ / ~ i ~ l ~ t0 L99 S 4T 56 47 E 9 LO ^ ~ / I - r ~ ~ ~ ~ _ \
T ~ WOODED ~ ~ ~ ~ ' 30" E 413.68 ~ ~ i ~ i O , L100 S 27 39 13 , , , I i r ~ 3 ~Z~ ~ ~ ~
6.65 / 1 _ ~ ~ l \ o 31 ~ , I 'v E N 26' 36 14 W ti ~ ~ ~ , l L101 ~ ~ ,
L102 N 20' 29 40" W 342.79 / i f \ i ~z ~e2 , ~ " L103 N 31' 58' 53 E 48.46 A. / / i 1 ~i \ ezz ,6D ~ ~ LR. I ~
I , \ ~ ( i L104 N 24' 40 59 E 70.19 A.~ / ~ I I I ~
L105 N 31' 46' 11 E 67.05 ~ ~ / ~ ~ / I ~ ~ % ~i t ~ S 9
' 41 E 90.83 ~ / i / a -.--'_.""~-~i L106 N 19 50 1~ ~ / / / I I I ~1 V" tay L107 N 31 33 50~ E 90.32 ~ ~ ; ~ A ~ ~ ~ ~ 1 E b11. 75.03~~ i ~ is ~ " ~F D ~ ~ A ~ ~ 1.412, 58.83 \ ~ i i~ i'~ i i ~ A ~ ~ 0 + ELEVATION 618.48 ~ ~ ~ i ~ i I A0~ 1 GPS NAiI }
,r \ L108 N 21' 27 33 E 83.86 r,~ / /W ~ OODED ~ ~ ~W / ~ ~ ~ , ~ ~ ~ 1 'c~ 1 E i 1.388.94
. \ rn I FR~f ~ ~ ~ i ~ r/ i r ~ ~ ~ t'; 12.516.52 O \ ~ i ~ i O 1 ~ r 1 ELEV,~gON,~,35 O 1 ~ I ~ W 1 i ~ ~ I r' V\
~ 5 ~-'"r WETLAND A LINEAR FT: 4823.17 ~ ~ ' ~ / g32 k9 ~y ~ ~ ~ ~ 3 ~ ~ < o l 1 ~~A ,1 ~ ~ ~ S I r o r r~ ~ I r ~ v+l I 81 f A3+. i i i 3 f ~ ~ r~ ~ ~ i s I
• 2678.40 ~ I r / e; e, WETLAND 8 LINEAR FT, j I A'-\ 5 i ~ l / l ~ i 1 i 1 . 1' Ud%~ i ~ , r ~ ~ 1 ^ ~ 1 ~
WETLAND C LINEAR FT: 157.63 w ~ l \ ~ I B28 ~ ' 424 S . FT. , ~ ~ ~ ~ ~ $
X NEAR FT: 1724.36 WETLAND I TOTAL LINEAR FT = 9383.56 LQ 1 ~ ~i ~i~ ~ ~ 456 ~ ~ , ~ , I I o ~~'i1 10.4780'AC. I~ ~ ~ ~ ' I ~ 1 0
T ~ ~ . 1 OF MARKED WETLANDS ON SUBJECT PROPERTY 16 ~ 8 1 i i ~`'d i I , I t i i I ~ i' ~ O i 1 ~
1
3 , v~?~lx faARTNERS
WETLAND 1 AREA: 18932.49 SF ~1 ~N1 ~ , WETLAND 2 AREA: 385361.35 SF A ' / I INC MONU
Lo LUW A BA HNSO TOTAL SQUARE FT_ - 404293.84 M , N I ~ . NC. ' i~ ~ I I MENT~, ~ i I 0 DEED 7465-679
~ 2 r OF MARKED WETLANDS ON SUBJECT PROPERTY a` i`, i 11 D i G EED .2 ~ ~ 6946- .6 9.e .98 e w 1 1 E1.41 . i ELEVA71 219X839 98 .
284 , . 9~ I
LOT 9
L WES TLAK E BUSINESS o PARK ~
M.B. 25-27
.00
N N
~ Z tb 20 MIN. 2
f ~ 5UItB 0 nt s ~N. Ob 991=8 s
G ` OB• Fl~ ~ L9 l - ,k .0 OV
VISTA PARTNERS
UTI LITI ES: DEED / g42 ~ ,ti ` fu ~OgOHO ~ 1 " 'IIAIEN UNE pON) 3 ~ " ` \ ' ~
7465-679 NOTES. (App ROYNVh ` RCP•g
POWER DUKE POWER CO. 1. SUBJECT PROPERTY IS ZONED 1-2. S 11
[phone] CONTACT: BILL STEELE 2. LEGEND: mart (60, 13.242 DRIV 1
E.I.P. - EXISTING IRON PIPE PUB LIC TOTAL AREA. R/
~/W w 2,793,911 SQ.FT.
TELEPHONE FLOODWAY NOTE: The Floodway Fringe District Boundary shown on this map is subject to E.I.R. - EXISTING IRON ROD change the outcome of new floodway studies underway by the County Engineering N.I.R. - NEW IRON ROD BELL SOUTH TELECOMMUNICATIONS pending Flood Regulations Policy" adopted by the City of Charlotte (October, E.C.M. - EXISTING CONCRETE MONUMENT
4 NEW CONNECTIONS GLENN SUTTON) Department. The Interim (704) 357-697 ( Mecklenburg County (September, 1999) may affect the proposed construction or R /W - RIGHT-OF-WAY 64.1393 AC.
357-9580 EXISTING SERVICES (CAROLYN LANPHIER) 1999) and improvement of existing structures located on this site. For more information contact: P. -LIGHT POLE (704) L substantial
336-2291 (City Engineering), 336-7246 (County Engineering) or L.P, - POWER POLE CURVE TABLE
WATER & SEWER www.co.mecklenburg.nc.us/coeng/Storm. - NUMBER RADIUS ARC LENGTH BEARING DISTANCE
CHAR.-MECK. UTILITY DEPT. (CMUD) F. H. FIRE HYDRANT W.V. WATER VALVE Cl 40.00 61.26 S 37' 12' 52" E 55.45 +~pinlll~iillnr
[phone] CONTACT: CARL WILSON P.B. - POWER BOX C2 40.00 61.36 S 54' 52' 11" W 55.52 \0\1: C3 1863.40 137.18 N 09' 05' 08" E 137.15 JOB NUMBER: 50269 3
THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS C. B. - CATCH BASIN ' REVISIONS BOUNDARY AND WETLAND SURVEY FOR
GAS MAP ARE APPROXIMATE BASED ON INFORMATION PROVIDED RCP - REINFORCED CONCRETE PIPE 02-09-00 - TO ADD ADDITIONAL
. UTILITY LOCATIONS AS CMP CORRUGATED METAL PIPE PIEDMONT NATURAL GAS Co. BY OTHERS OR BY FIELD LOCATION S,S.M.H. -SANITARY SEWER MANHOLE L-0212 = BOUNDARY AND TOPO. KIRCO
MANHOLE 02-22-00 - TO REMOVE TOPO p •?p ~y; AND SHOW WETLANDS, WESTLAKE DRIVE
R704 4 525-5585 NEW CONNECTIONS (THERESA BOND) SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL 525-5585 EXISTING CONNECTIONS (MEG SCISM) LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED T.M.H. - _ GLOBAL TELEPHONE POSITIONING SYSTEM • FLOOD CERTIFICATION SU... 03-10-00 - TO ADD TOPO AND STEELE CREEK TOWNSHIP, MECKLENBURG COUNTY, NORTH CAROLINA JA
WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION. G.P.S. . S.S.L. -SANITARY SEWER LINE CABLE TELEVISION THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS PARTIALLY WETLAND CERTIFICATION. LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON un11110i ~ TAX PARCELS: 201_271_05 AND 201-141-07, 15
FPE - FLOOD PROTECTION ELEVATION 1-800-632-4949 MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT 64.1393 ACRES AS SHOWN ON THIS MAP IS AGENCY, FEDERAL INSURANCE ADMINISTRATION DATED
3. FLOODWAY FRINGE DISTRICT BOUNDARY SHOWN ON THIS MA ON ELEVATIONS FROM FEDERAL EMERGENCY FEMA' NCY FEMA) _ FEBRUARY 3L 1993 COMMUNITY PANEL 370158 0140 B DEED REFERENCE: 5316-021, 7788-089 & 7465-679 '9
WAS PERFORMED WITHOUT BENEFIT OF A TITLE BASED MAP NUMBER ELEVATIONS DATED FEBRUARY 3, 1 93. THIS SURVEY Y 3, 1993. THIS IS TO CERTIFY THAT ON THE 20th DAY OF JANUARY 2000 AN ACTUAL
COMMITMENT REPORT. R.B. PHARR & ASSOCIATES, P.A. DOES 4. FLOODWAY DISTRICT ENCROACHMENT LINE TAKEN FROM MEC P.A. J FROM MECKLENBURG SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES R.B. P HA R R 8c ASSOCIATES,,
200 100 o ,00 zoo NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY COUNTY OFFICIAL FLOOD AREA MAP DATED 4-3-78. SHE 3-78. (SHEET 1408-505) AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON, THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE SURVEYING & MAPPING FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE 1600 (21 NCAC 56) AND THE ERROR OF CLOSURE FOR THIS 420 HAWTHORNE LANE CHARLOTTE, N.C. 28204 TEL. [phone]
SUBJECT PROPERTY ARE SHOWN HEREON. NOT AFFECT THE PARCEL DOES NOT EXCEED ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. CREW DRAWN: REVISED; SCALE: DATE: FILE NO.
Scab In Feet 1' _ 100' SIGNED EM ML ML 1° = 100' JANUARY 20, 2000 W-2507A