20060916 Ver 1_Site Plan_20070322

7 ~ o HANDRA~I
PROPOSED 740 HANDRAIL HANDRAIL PROPOSE GRADE
GRADE ~ 3:1 SLOPE (TYP.) 3:1 SLOP (TYP.)
73O407_B RIP RAP CREEK BANKS LY.
7 6 O ABOVE 1 YEARK FLOODSE E ATION HW 200A HW 201A AS DETERMINED E3Y WE ADS
E3ARREL 1INV.=713.03 2038 ABOVE t YEAR FLOOD EL VAl10N
750 INV.=741.68 SGENTIST. 7 ~ O E3ARREL 3INV.=713.83 BARREL 3INV.=713.82 SCIENTIST.
54"
740 -i~ EXISTING 710 EXISTING
O GRADE
7OO GRADE
0+00 0+50 1 +00 1 +50 2+00 O+i~O 0+50 1 +00 1 +50 2+00
INSTALL CLASS II RIP RAP AT 2:1 SLOPE FROM
INVERT OF BARREL 2 TO EXISTING CREEK BOTTOM
(APPROX. 7')
11 bV f~ 0~~-11 7V ~O~LJ
PROP03ED
GRADE PROPOSED
HANDRAIL •HANDRAII 3:1 SCOPE (TYP.~ HANDRAIL GRADE
760 72~ -
2: t SL PE
75O r~ RIP RAP CREEK BANKS ONLY. 7 ~ O H W 206D ABOVE 1 YEAR FLOOD ELEVATI N
HW 204C i HW 205C ABOVE 1 YEAR FLOOD ELEVATI N INV.=732.00 INV.=730.47 AS DETERMINED BY WETLANDS INV.=690.80 HW 207D AS DETERMIIVE BY WETLANDS
7 ~I-O ~ SCIENTIST. 7OO 3: t SLOPE TYP.) INV.=688.88
60"
X30 690 6~-
EXISTING EXI571NG 6 Q O GRADE
7 Z O GRADE c.~
0+00 0+50 1 +00 1 +50 2+U0 o+oo 0+50 ~ +oo, ~ +~o
H~ ~o4c-~~ ~o~c IOW ~O~D -.~IW ~0 `~D
HANDRAIL HANDRAIL NOTES:
PROPOSED 1. SIDE SLOPES BEHIND HANDRAILS )RAILS/SIDEWALKS
GRADE ARE NOT TO EXCEED 3:1
7 ~ O 3.1 SLOPE lYP. _
? n n RIP RAP CREEK BAN S ONLY. 2. ALL CULVERT HEADWALLS NOT I NOT IN COMPLIANCE WITH
/ VV HW 208E t+tsvvc 1 TCHR rwv c~cvr~iivrv TOWN OF H U N TE R S VI LLE
INV.=683.26 -HW 209E AS DETERMINED BY ETLANDS
INV.=682.5 SCIENTIST. i OR HEADWALLS SHALL HAVE
6 9 0 DUAL 96" r' A NO PE AND SUBMITTED TO
AND THE TOWN OF
6 80
EXISTING
O GRADE
~ 0+00 0+50 1 +00 1 +50 2+00 2+50
a v
P CM
4 1--04-Q6 REVISED PER MECKLENBURG 5 06-13-05 REVISED NW2028~2038 XLENSURG COUNTY COMMENTS ASH 12028--2038 TO (3) 60" PIPES ASH
.I-I~V ~~BE-I-IW ~(~~~9~' 3 4 04-02-05 REVISED STREAM CROSSINGS A ~ROSSINGS AND RIP RAP APRONS RKM
3 02-07-05 REVISED STREAM CROSSINGS FOR GSINGS FOR WETLANDS PERMITTING RKM
U c5 2 09-22-04 REVISIONS AS PER TOWN AND 1 06-22-04 REVISIONS AS PER TOWN AND TOWN AND COUNTY COMMENTS BAS ' TOWN AND COUNTY COMMENTS AJS
V N0, DATE REVISION REVISION BY
m PROJECT NO.
a SHEET TfTI.E
SCALE 11 =20'
o` DATE
c~J
PF7EPARED BY ~11111111/f PROJECT DRAWN BY AJS
2 cA ~r~ o \ ~.+...a / CHECKED BY
9 ~ ~ , ~ BAS
' : ECKLEN~ H~ TERN TOW.NS.~IP N TLLE i l,. KLL' .t V .U V R G COUNTY DRAWER NO.
ry sEa~ ~ NORTH CAROLINA 8--25
9 PtJST, BUCKLEY, SCNUH & JERNIGAN, INC. / r r~
JON T f SHEET NO. .1~tJ1 r L. L. C.
d 5200 77 CENTER C7RIVE SUITE 500 i r~E• ~v i~ qN ~ , . .gyp E N 1381 ~ CINNABAR PLA cHa~t~.orr , c 282'17 aR C803 "AR PLACE
2 PN 704 522-7215 ~A S• ~ 2 -2 ~r H~NTERSVILLE NC t'Ax X70 ~ ~ sus r ~ I I I ~ i NC 28078
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_ POND UTILITY ilNES
~ \ ~ \ ~ ~ S ~ Cam ` ~ S _w , _r,.--- _ jI Q t) THE CONSTRUCTION OF UTILITY LINES WITHIN THE Y CJ WS WITHIN THE WATERSHED
JU ('~C v ~~"M.T ~ --M" A. PER~:ANEN'I' PQOL SURFACE AREA - BUFFER iS TQ BE AVDID® TO THE MAXIMUM EXTEI C ~ MAXIMUM EXTENT POSSIBLE.
~ JJ \ S I 723.29 G ~ ~ \ ~ f~\-._-_._ U J __---M- ACREAGE XMPERVIQUS AREA QF STREETS AND SIDEWAT,K~ 2 WFfEN CONNECTION TO AN EXI511NG iJNE IS UNAV ) " 3.27 55,412 SF CONNECTION SHOULD BE MADE TO MINIMIZE THE Al IG LINE IS UNAVOIDABLE, THE MINIMIZE THE AREA DISTURBED WITHIN
INV IN J79. (TRUCK) INV IN 719.33 '..t - THE BUFFER. IMPERVIQUS AREA QF PADS AND ~'ALKWAYS = 3$,500 SF 3) DISTURBED AREAS WITHIN THE BUFFER SHALL BE i
~ ~ ~~l~ \ \ INV OUT 719.10 \ ~ PER SHALL BE REVEGETATED IN ) BUFFER GUIDELINES FOR
V Q~ fX. SSMH fiOfiAL IMP VIOUS EA = 93 912 A ACCORDANCE WITH THE WATERSHED BUFFER GUIbEI ~ AR (2 16 O•) MECKLENBURG COUNTY, NC DATED NOVEMBER, 199 IMPERVIQUS AREA = 2.16.3.27 = 66.067 ~ , NOVEMBER, 1994.
G ~ \ s RIM 723.06 ~`v~w ~ [ ~ / ~ / .NV IN 719.01 ~':y AVERAGE P0Q D PTH = 3' LOTS. e'''' f L E
~J ~ ENV OUT 718.65 ASS I RIP RAP SURFACE AREA TQ DRAINAGE AREA RATIO = 2.69 1 THE BUFFER WILL 8E PERMANENTLY STAKED ON ~ LOt SO THAT THE HOMEOWNER 1S AWARE OF THE REQUIRED PERMANENT PQQL SURFACE AREA - 3.27AC (0.0269) AND WHERE THE REGULATIONS APPLY. THE BUFFI f STAKED ON EACH INDIVIDUAL AWARE OF THE BUFFER BOUNDARIES
~ / ~ FROM OUTLET TO ? i = 0.088AC. = 3$29 SF BE RECORDED ON EACH INDIVIDUAL DEED. THE DI 'LY. THE BUFFER RESTRICTIONS SHALL . DEED. THE DEVELOPER SHALL
G c~~ ~ ~ ~ S ~ l ' ~ BUFFER, 12" DE.~TH r' PRgVfDE A COPY OF THE (WBG) WATERSHED BUFF. ~ ~ PRQPQSED PERMANENT PQOZ AREA(E1LEV=720.5) = 5,1$0 SF MECKLENBURG COUNTY, NC DATED NOVEMBER, 199 ATERSHED BUFFER GUIDELINES FOR NOVEMBER, 1994 TO THE BUILDERS AND
~ ~J F s~ C, \ ~ ~ ~ • HOMEOWNERS EXPLAINING THE WATERSHED REGULA a REQUIREMENTS AND HOW THEY SHOULD PROTECT B,} TEMPQRARY PQQL SfiQRAGE 'ERSHED REGULATIONS. BUFFER IOULD PROTECT THE BUFFER, USING
,r-~'~ EXAMPLES OF ACTIVITIES THAT ARE ALLOWED AND ALLOWED AND NOT ALLOWED.
QVP ~1~~ ~ ~ \ EXISTING 20' SAN. SWR. ' ~ ~ RE UIRED BASIN STQRAGE AC-F'T = 6. 6 " Q { ) [(0 05+0.OQ9(6 4 ))/12] ~ 3.2 ~ z} NO AREA IN~DE THE BUFFER SHALL BE DISTURBE ,~,r''r^ LL BE DISTURBED EXCEPT HAND TREES LESS THAN TWO INCHES IN
EASEMENT -'"J~ = 7650 CF = 0.1$ AC-Ffi. CLEARING OF UNDERGROWTH AND TREES LESS THp • CALIPER UNLESS INDICATED ON THIS PLAN. THE I IS PLAN. THE PROPOSED REPLACEMENT
h ~ ~ P~..,,' ~ ~ , S / \ ~ 'EXISTING 12° _ OF TREES AND PLANTINGS (12 TREES PER 1000 S PRQPQSED BASIN SfiQRAGE CONfiQUR 720.5 - 5,1$D S~' • THE BUFFER AREA SHALL BE IN ACCORDANCE Will CQNfiQUR 722.5 = $,490 SF ES PER IODO SQUARE FEET) TO RESTORE ,,CORDANCE WITH WBG.
n 3 WALKWAYS ARE ALLOWED WITHIN THE BUFFER AT STING 12 SAN. SWR. fiOTAL SfiORAGE AT EI~EVAfiION 722.5 = 13 670 CF } HE BUFFER AT A MAXIMUM OF 6
FEET WIDE IF CONSTRUCTED OF PERVIQUS MATERIA EX. SSMH BOARDWALKS), THE WALKWAYS ARE TO MEANDER RVIOUS MATERIAL (OR ELEVATED ZE TO MEANDER THROUGH THE BUFFER
i 20' WIDE RIP RAP S `~S 6" DISChIARGE PIPE ~ C, fiEMPORARY POQL DISCHARGE - ) AND GO DIRECTLY TO EACH DOCK. WALKWAYS SH RIM 720•$9 INV IN(8"} 715.49 BASIN DEPfiH-2 T°I' AVG BASIN AREA = 6,$35 SF TO EFFECTIVELY CONTROL RUNOFF AND EROSION. WALKWAYS SHALL BE CONSTRUCTED AND EROSION.
• ~ +~MERGENCY SPILLWAY \ TO BE INSTALLED ABOVE ~ EX. SAN. SEWER LINE \ ( ' ~ EV. = 722.5 - (SEE DETAIL BELOW) „ - !NV IN(12") 715.42 REQUIRED ORIFICE AREA(SF) = OA000024Q4 ~ (6$35) x ~
INV our 715.24 = 0.02 SF
~ ~ / ~ REQUIRED ORIFICE SIZE = 2.06 INCH ~ 2 °j~s'' 2Q DISCHARGE = 13,670 CF 172 $00 SEC 2 DAYS ~ 0.0$ CFS ~ , ( )
- / ~ >23- ~ , ~ EXTENDED DETENTION WETLANDS MAINTEI ANDS MAINTENANCE SCHEDULE
PROPOSED ~ fib) - e n - ~ I. All sediment deposited during construction must be ~ ction must be completely removed before normal operation begins,
i i ~ ~ GABION BASKET / *~-U ~ . f producing rainfall event, whichever comes first
~ ~ j STORM DRAINAGE: 1l. inspect monthly, or after every runoff- producing ra ` A. Remove debris from the trash rack if a licoble k (if applicable)
. ~ ~ t) SEDIMENT BASINS, OUTFALL OPEN CHANNELS FORM SEDIMENT B. Check and clear the orifice of an obstructions. 11 BASINS AND P1PEp STORM WATER DIRECTLY TO THE WATER BODY ARE NOT Y I check for um o eration. . _ Y ALLOWED IN THE BUFFER. FLOW FROM SEDIMENT BASINS AND STORM A P P obstructions. If a pump is used as -the drawdown mechanism,
`f ~ WA1T:R OUTFALLS SHOULD BE DISPERSED EVENLY ACROSS THE BUFFER, C. Check the pond side slopes; remove trash, repair ve trash, repair eroded areas before the next rainfall event.
' ALLOWING TH W E ATT12 TO SHEET FLOW ACROSS THE BUFFER TO FILTER and ra-seed as necessary r OUT PQLLUtANIa.
, . ~ ; D. If the pond is operated with a vegetated filter, ch ~,`~",t.-.-" j:_,. 2) NATURAL VEGETATION AND SWALES ARE TO BE USED WHERE EVER erosion and proper operation of the flow spreader letated filter. check the filter for sediment accumulation, ne flow spreader mechanism. Repair os necessary.
/ / ' DESIGN FLOWS ALLOW FOR DRAINAGE BITCHES. ;
~ / / 3 STORM DRAINAGE PIPE AND RIP RAP ENERGY D1551PAT SHA ill' quarterly } ORS LL BE STOPPED AT AN ADEQUATE DISTANCE FROM THE BUFFER TO ALLOW FOR A. Mspact the collection system (i.e., catch basins, I catch basins, piping, grossed swales) for proper functioning.
_ - - THE FLOW TO B£ EVENLY DISPERSED. Clear accumulated trash from basin grates and b in grates and basin bottoms, and check piping for obstructions.
3 B. Check pond inlet pipes for undercutting, replace n 4) ROGK CHECK DAMS ARE TO BE PLACED AT THE REQUIRED BUFFER fitting, replace rip rap. and repair broken pipes. he vegetated filter if applicable. twice a year as necessory.
~ ' y~.~ / ~ ~ DOWNSTREAM OF STORM DRAINAGE AND EROSION CONTROL BASINS, C. Reseed grassed swalea, including the vegetated fA Repair eroded areas immediately.
GENERAL NOTES: IV. Every 6 months
/ / I / r . t.) BASIN TO BE STABILIZED WITHIN 14 DAYS OF CONSTRUGIION A. Remove accumulated sediment from the bottom c m the bottom of the outlet structure.
j ~ 5~ B. Check the pond depth at various paints in the pc 2.) THE BUFFER i5 MEASURED FROM THE TOP OF STREAM BANK pN EAGH SIDE OF CREEK. paints in the pond. If the depth Is reduced to 75% of original
design depth, sediment w11 be removed to at lea; of in an a r riata manner, not adversel im ac 3,} NQ HEAVY EgUIPMENT WILL BE ALLOWED IN THE BUFFER. PP oP Y P noved to at least design depth. Removed sediment shall be diposed adversely impacting water quality (i.e. stockpiling near wetland).
I i 4.) THE OU151DE BUFFER BOUNDARY WILL BE CLEARLY MARK® BY FLAGGING
I OR FENCING PRIOR TO ANY CONSTRUCTION AT THE SITE V. General ~ i A. . ~ Mow the side slopes, not 3nciuding normally submi normally submerged vegetated shelf, according to the season.
5.) ANY ACTIVITY IN THE BUFFER WILL COMPLY WITH THE WA @VF~B... ID INE,~ FOR Maximum rase hei ht will be 6", - s 9 g
-•-M- ~ } ~ B. Cattafls, and other indigenous wetland plants, are and plants, are encouraged along the pond perimeter. however,
~ 5 / i ~ - 6. ti9LL BE NOTIFlED OF ANY CHANGES TO THE APPROVED BUFFER PLAN. they must ha removed when they cover the entire f ) C. The orifice is designed to draw down the pond in cover the entire surface area of the pond. wn the pond in 2-5 days. If the drowdown is not accomplished
; 7.} THE OUTSIDE BOUNDARY OF THE BUFFER WILL BE DELINEATED AND PERMANENTLY MARKED in that time, the s tem ma be cl ed. The sa ~ Ys Y o99 j ON EACH INDIVIDUAL TOT AND SHOWN ON ALL RECORD PLATS. clogged. The source of the dogging must be found and eliminated.
~j/ D. Aii components of the detention pond system mu i B.) EDUCATIONAL MAT'ERIAiS CONCERNING THE BUFFER WILL BE DISTRIBUTED TO EACH HOMEOWNER and system must be kept in good working order.
AND BUILDER PRIOR TO LIVING IN THE HOUSE OR STARTING CONSTRUCTION OF THE HOUSE. ~ (MATERIAL !5 AVAILABLE THROUGH "MCDEP" BY CAWNG 336-5500). MAINTENANCE STANDARDS FOR EXTENDED [
9.} ALL SUB CONTRAGTOR5 WILL BE NOTIFIED OF THE BUFFER REGULATIONS PRIOR TO DEVELOPMENT. o IR EXTENDED DETENTION WETLANDS
/ / Sediment to be removed when 50% of farehay volume 10.) CLEAN OUT POND PRIOR T`O CONSTRUCTION volume is fl11ed deli n store a volume must accounl ( 9 9 f fore:boy volume is filled and/or when 20% of the permanent pool fie must account for volume lost to sediment storage.)
¢ Sediment traps shall be cleaned out when filled. when filled.
F~IM~ a Nn woody vegetation shall he allowed to grow on the to grow on the embankment without special design provisions.
SS / INV I 723.55, ~ \ ~ w Other vegetation shalt be out when it exceeds i6 Inc exceeds 18 inches in height unless part of planned landscaping.
' / I V OUT" 723.4, • Debris fall be removed from blocking inlet and outii o a inlet and outlet structures and from areas of potential dogging.
i j ` The control shall be kept structurally sound, free fto~ 's Periodic removal of dead vegetation snail be accomp. sound, free from erosion, and functioning as designed. ftil be accomplished.
a No standing water is allowed within extended detenti~ xtended detention pond unless Design #6 is selected.
I ._.M--•--~-^";""""`~ a An annual inspeatton 1s required, reports to be kept ti ?rts to be kept by owner.
' • The site should ba inspected and debris removed aft ' s i ~rls removed after every major storm.
< Q I • All special consideration maintenance responsibi{ities _ responsibilities will be listed in the credit applications.
h ~ f I i
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NORMAL Pd4L ELEV. 720.5
VARIES VARIES
1 ~ _ 5EE 6' 3' 1.5' 1.5' (SEE
DRAIN PIPE DETAIL ~NTS~ PLANS PLANS)
SEED MIX ~8 OR RIP RAP F'IL TER
ARROW ARUM
ELEN-~~ DUCK POTATO O--3"WA 7~R
6"-12" WATER_ GREEN BULRUSH
THREE-WAY SEDGE SWEET FLAG
• P~ ~'g - PICKERELWEED EASTERN (3UR--REED
3 3 3 LIZARDS TAIL 3= -6" Wig TER
1 ~ SOFT STEM BULRUSH SWEET FLAG
ARROW ARUM EASTERN 13UR--REED
a DUCK POTATO
~ ELEV. 720.OG 50' - 6" PVC ~ 1.00% 45' ELBOW
°~'~'~g SECTION OF TYP. PLAIeITING Ca? WETLAND BASIN ?I N
i nos O 1'~~~ PLACE MiNIMAI EX. 12° SAN. SWR. PIPE 6" PVC PIPE W/ 2" ORIFlCE PLATE PIPE INV = 720.0
CLASS 1 RIP RAP
9 ~y' p~~p Tp TOP OF SEWER PIPE = 719.62 Z SWIM SUFFER BOTTOM OF DISCHARGE PIPE = 720.28 SUPPORT END OF PIPE WITH BLOCKING
0
z w F BASIN ELEVA77~DN AT ORIFlCE=779.25
w 0
ALL PLANi1NGS SHALL BE 2 1R. PEAT POT SIZE
SPACED AT 1.5 FT. ON CENiEft
a pL4N11NG SHALL 8E NA7URAL1S71C/RANDOM CLUMPS NOTE: THE POND SHALL BE DRAINED BY PUMPING IF NECESSARY. 2 3-06-06 REVISED PER MECKLENBURG 1 1-04-06 REVISED PER MECKLENBURG NO. DATE REVISION KLENBURG COUNTY COMMENTS YKB
TO ENCOURAGE DIVERSITY. '<LENBURG COUNTY COMMENTS ASH
~ 12' LITTORAL SHELF SEE PLANTING DETAIL THIS SHEET REVISION BY PROJECT NO.
SHEET TITLE 290236
EXTENDED WETLANDS DET PREPARED BY DETENTION SCALE 1 It y 30'
0 v DATE 04/02/05
4 TEMP. POOL DRAWN BY
~ ELEV.=722.5 ~~~~~illiii~, ~ PROJECT MGL
PERMANENT POOL ELEV. = 720.5 ~ VERMILLION -PHASE 4 4 CHECKED BY
m ELEV. = 719.5 ~ 7 9 = HUNTERSVILLE TOWNSHIP, MECKLEN aaasEA~ztt = NORTH CAROLINA CKLENB URG COUNTY DAM NO.
BOTTOM OF POND = 717 g 8-19a
~ 3 POST, BUCKIEY, SCHUH 8 JERNIGAN, INC. ~ ~~3.ay V ~ `
~T T T SHEET NO. T 1 O.L Y .L.t..LJ. C.
PERMANENT POOL SECTION ~NTS,~ 5200 77 CENTER DRIVE, SUITE 500 ~ /y ~ NEW VERMILLION CHARLOTTE, NC 2s2,~ J% y~F.GINE~~F,~~ 13815 CINNABAR PLA PH [phone] ~i ~R•.....• P ~ C400 IR PLACE
FAX [phone] '~~,,eq~ s~~N~~~`~ HUNTERSVII,LE, NC 28 W W W. PBSJ.COM NC 28078

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S: ~ ~ i ! t< ~ r~ NOW a.~ ~0.~ ~ ~ i 'T OR FQ,RM~..ER.LY`-_ ~
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~ R i, ,w" .x ~ ,r !r~ e, i ~ ~ . l : ~ q GE FAS~IC ~ ~ ~'A~~"ID 019-2U3-] . # .Y i 5 i ~ , :fit .19-203- 01 9-271--C~'
lNLIr7-.PROTECTION , ~ ~W. ~Y~ A r,~3~ ~ ~ 1 ~ TYP. ~ \ rs~ tr` FEN E TYP. ~ ~ ~ } ~ A 6 t D19054~ 24; 03 1_.-2}0y, _01/~9j~~-061...-3'7
a 1 ~ 4~ 9-2~1-.-~0 ~-p~-, ~ ` r"~ 4 1 1y z ~ s~o A( , , 34-8.70 -A V 11\E}J r
~ _ , ~ , , , , 30~. ~ ~ ~ ~ r~"" ~ DOES NOT..: rNCI;~IDE POSSI DE PO$S51B]Xu- O V_ERLAP ' 4REA)5 lJ:
~ ~ .r , ~ , C h~, , ~ r ~ ,r : ~ . ~ - ~ TN L E F, TRAC E ~ W S . - UD ' , . 7 -19CLUD.ES POSSIBLE GAP AREA)
r..--- , . r i~ f • ti , 7 , ~ { ~ a f ~ r i .r4 ..~y .
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~ D~NUDED''~ . ~ UMlTS j i ~ • 1 I ~ ~ ,,a ,
1 ` y , } ' ~ ~ , 1 7 • r~ j + A ~ ,
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r, i ± j
f ~ < < , ~ i r. r 4fa i' ~ ~ ~ /
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i'"` a~:. , J ~ ~ / , ~ , . ~ ~ ~ f / r ~ , ~ ~ , t i o yet d , r. ~ r s
! ~ ~ , C. f i ~ ~ ~ ~ . I INSTALL APPR~,X'iMATE ' ~ ~ j ~ ~ I `i _
F f; ;,t::. F t ~ , t+ PIPE ANa ERT . ~ ~ , ~
i i ~~.r r; ) ~'LO SEDIMEN r r , { ~ Ij i ~ Y~ ~ L" . ~ j 7 S' t I 1~ i 1 pASIN. NS ~ ,r ; ~ ~ ! TRACTS A G ~9~.759 ACRE 759; ACRES T TAL
r a j iS ~ ~ , REt~AiN ~ ER OF P i f ~ ~ rr--
, , ~ , ,ti sy AFTER UPS / r so y ~ ~ TREAM AR ~ r 1, , i .r' i ~ ~ jf ; ARE STABILIZED. ~ 1 ,
r t ~ ; { / ~ / ~ ~ ,3 l J 4'
A '3 f ~ !r~ ~ j I ~r TOTAL C : i 1 ! fj j a , ~ , TOTAL DENUDED AREA 44.69AC.
,~t ,:.e, r. ~ f ~ ~ r 1 •tv, t: 1 STAGE 1 STAGE 1 DENUDED AREA 18.22 AC.
~ ~ ~F / r ~ ~ r r ~ ~a„. ~ ~ ,
~G ~ ~ ~ ~ ~ ~ ~ ~ f / t r ~ ~ ~ 7 ~ ~ ~ STAGE ~ A~ I i i ~ ,r.; ~ , STAGE 2 DENUDED AREA 11.76 AC.
i DMDE - f i t~. , ~ 'I
~ ~ INLET ,PROTECTION F ~ ( / ~ ~ ~ F , - STAGE 4 ,r STAGE 3 DENUDED AREA 14.71 AC.
~ ~ - A rr r ~ . ~ ~ ~
r , ~a ~ q1 ~ ~ ~ ~ r a ~ y TEMPQRARY IV~RSION - , ~ ,k..,~ STAGE L i 1 r OITCM STAGE LINES
~ - - { f ~ + r r ' i
;5 J m~~., ~ ~ \ ~ ~ o TOTAL r : TOTAL SITE AREA 87.81 AC.
~ ~ ~ , ~ ~ ~ ~ , a • f ~ ~ r ~ E ~ ~ ~ ~
~ ~ i ~ , ~ "G 1 f ...'1 f1 ~ ~ / r' •(5 r r LEGEND
` ~ ~ ~ W . r i r'~ ~ ~ , 7 y. ~4,, ;s k ,
ti. ~t.. ~ ~ ~ E;' ~ ~ ~ R( it ~ ~ ~t ~ e ~ r ~ ORANG ORANGE FABRIC FENCE
i s 1 , fr pASIN ~1~i" n c a ; , DIVER.,
~ ~ ~i ~ z= D INAGE ~ i. i E i { ~ j GMLOS STL DIVERSION DITCH --a CMLDS STD. NO. 30.05
~ r. ~ 'ROADWAY IGH Xi . AR =~.~.9 AC4 SEDIMENT ,r s+ ~ ~ ~ ~
~~,.?a>a, ~ , ~ POINT T1'P. _ ~ , W r, ~ SILT FI ~ ~ DRAINAGE r ~ ' CMLOS STt SILT FENCE CMLDS STD. NO. 30.06
W ~ ~ ~ ~ fir. ~'i; ~ ~ , tr•' - 1 i ~ ~ ROADWAY HIGhI
1n , I~ T Y ~;r 1 Y r ^ t 5,. ~ ~ 1 ~ ~E I ~ ~ • 7, ~ INLET h' POINT (TYP,.) i CMLOS s>~ ` r„~~. ~ ~ f r r' ~ , " INLET PROTECTION CMLDS STD. NO. 30.09
e 1 ~ , 5 Qa ,t )x,:.a I j~>: t~ i
1„ ,/f .a _ i W ~ 4 1 4~~ , r' ' ~ ~ ~ FILTER i ~ l ~ r ,7 ~ ~ f t~ ~ ' 7 ,x5v'.~r.. h ~ CMLOS STt . FILTER BASIN CML.DS STD. NO. 30.02
~ .w 1
I' r l '2 Y. rrr ~ ~ ,,:.x:A j ~ GRAVE ~ ~ t~~~ ~ ~ r~ rz ~ INSTALL~~APPRO MAYFLY ~~.r;. . 1 r a cMLQS STf GRAVEL ENTRANCE CMLDS STD. NO, 30.11
~ ~ J ~ ~ ; ` ++7 7 , ~ 1,0 OF' PiRE AN DIVERT
~ _ ~ s ~ ~ °r ~ ~ ~ t ~~W TO SEDIME ~ \ ~ E3AASIN: INSTA DENUD ti i ~ 7 ~ ~ ~ ~ f ~ ~ ti, DENUDED LIMITS
~ ~ SEDIMENT /r /4 ~ eAS~N,-~ f 7 , ~ ~ r j~ wia ~ ~ , 7 ~ r REMAINDER ~,!~F 'RIPE
~ ~ ~ , i i $ DRAINAGE ~ ~ ,Ii Ji AFTER UP TREAM AREAS TEMPO ~ ~ ~ l ~ . ~ ~ ~ ARE ~STAh LAZED; INSTAL TEMPORARY ROCK
EA=3.46 AC,- , ~ ' y I ; ~ CHECK , S f, t, •i~ I 51LT ~~KS ~I~ REQUIRED . ~ ~ , , ~ . , M CMLDS 5TI 4 ~ f _ . IN DO NSTREAM CATCH . CHECK DAMS CMLDS STD. NO. 30.10
~J, ~ ~ ~ r'~ _ _ I 4~ , . _ ALL STO. NUMBERS STD." NUMBERS REFER TO THE CHARLOTTE/MECKL.ENBURG LAND DEVELOPMENT
` 1,:- r ~ _ ~ ~ f STANDARDS MANUAL. 1 ~ ~ ',t ~ ~ 7 _ . . / ~ b 1 .:rte i )ARDS MANUAL.
- ~ h / 4 ti. ~ ~x N- f u IAL I ZONING AOMINISTRATC ITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE G ADMINISTRATOR.
r..(' L..- ~ ~ ~ , ; ; ANY GRAOINO BEYONC 31RADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
~ ~ 1 1. ~ ~ ~ ~ ~ ~ NOLATION OP 1HE CI' • ~ ~ TO A FINE. TION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT FINE.
i _ , s + w.. I ~ ~ ,w _ ~ t A i M AN NG MORE THAN ONE ACRE WITHOUT AIJD APPROVED EROSION CONTROL PLAN IS
~ 1 ~ ~ , ~ "14ND C ~ ~ ? 5 -AND DI T FLOW O u ~ ! ~ ~ I \ . A vIaLATIaN OF 1NE / SEA MA1NTAiN SILT FENCE LANG TOP ' TO A FINE. ~ ~ LATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT FINE.
~ ~ ~ ~ ~ ~ 4 ! --::~!~~-~~R€F ~ ` f ,F AlL SLOPES 4:1 OR i ;LOPES 4.1 OR GREATER MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
/ z ~ ~ ~ . AFTER REAM AREAS l i' > TEMPORARY DRIVEWA )RARY DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT AY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
t i ~ J t i } ` ~ 7 ~n E iLIZED. I ; OF WAY MUST BE PRI
I'( C ~ ` t ~ e v ~ k t ' + r FAILURE TO SCHEOULI ~ ~ . = r CONTROL COORpINATC RE TO SCHEDULE AN ONSITE MEETING 'MTH THE CITY/COUNTY EROSION ROL COORDINATOR 48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A
t`` s ~ f r..'' f ~ r t` ! ~ ~ VIOLA110N OF CHAPTt r .1 ~ ~,'6i~Wtim.. Iv .Y 6i..,... TION OF CHAPTER 18 OF THE CITY/COUNTY CODE AND IS SUBJECT TO A FINE.
~ a ~ ...--,-u' ~ i ~ : ~9 4n r`~ . i ~ . , y ~ ,~:.,,,M.r..,... ~ ~ . ~ , 4 ~ STABILIZATION IS THE T:. ~ i - it/, rt _ I5 NECESSARY TO AC LIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING CESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
W, M ~ 4 W. ESPECIALLY WHEN SP ' , r' ,4`! SEQUENCE SHOWN ON :IALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUC11ON -_NCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
s t, .rw.. ~ l ~,x~vv:~m~.~Fe..w, ~ ~ ,rr , ~ , ~ ~ , MUL H NA IN t V i. ~ ~ q~~ ~ ~ ~ AREAS ARE TO 8E SE WED WITHIN 15 WORKING DAYS OR 30 CAI ENDER DAYS. ALL REMAINING s ARE TO BE SEEDED AND MULCHED 111THIN 15 WORKING DAYS OR 90
. 4 r ,.e ~.~~A ~-~f.. ~ • ~ f~ " ~ r ~,,.z4 , . - CALENDER DAYS, WHI n ' ~ i, ~ .r 1 ,DER DAYS, WHICHEVER IS SHORTER.
1 ~ ' . . ~r j ~ ~ .,rn e , ~ i~'.' i - 6, 11 ,i; r ~ ' ~ l ~ i j'% ~ I ~ / ~ ADDITIONAL MEASURE; t d' / ~F,. . ~ ~ t f°; ~ 8Y A REPRESENTATtU~ ZONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
- ~ sEDIMENr . ~ ~ F , BASIN 20 ~ , r . ~ < • ANY LAND gISTUR91Nl _AND DISTURBING ACTIVITY > 1 ACRES REQUIRES COMPLIANCE WITH ALL
f ~ ~ I DRAINAGE AREA 0.74 A , 1 ~ , ~ ~ : OF TH ~ A ONDI N i • r ~ a ~••1. r ~ ~ , ~ t' ; . , ~ ~ _ NATIQNAL POLLUTANT ITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE iNAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO. NCGO100001. ANY
~ z,. ~ PORARI~ RACK ~ i 1 ~ C CK; DAM; (TYP,~ ~ ~ . ~ ~ r . ~ _ ,r PERMIT NONCOMPLIAN ~ ~:~1 , ENFORCEMENT ACTION IT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE 2CEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH,
~ , ~ { ~ i?'` f \ / , / l ! Y NATURAL RESOURCES.(FOR QUESTIONS CONTACT MOORSVILLE REGIONAL OFFICE
CO ~ ~ - ~ r rn ~ , i ~ , i h ~ . ~ . ; ; ~ WATER QUALITY STAF / / r ~ / > r 4 ' " • i' ~ ~ ~ SLOPES SHALL 8E GP R QUALITY STAFF AT 663-1699). =S SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
~ f- s ~ ~ f ~ ) ~ ~ ~ I ~ ~ ! ' I` ~ ~ ' , , .i SEDIMENT.. ` t , , REQUIRE ADEQUATE T ',RE ADEQUATE TERRACING (CMLDS #30.16).
\ ~ - r ~ n. 1 E { ~ . f ! i. r ~ ~ ~ i A GRADING PLAN MU! A ~ AR~ 1 '`~~A . ~ ~ THAT wAS NOT PREVi ADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE WAS NOT PREVIOUSLY APPROVED.
(V ~ y ~ ~ /f xr ~ ~ t ,i. s' N - DRAIN GE~ EA--p,7 C r~ - , / ~ r / , r
~.,.j t ~ ~ r ~ \ _ , f , , j i S ~r r ,
o \ r ~ ~ ~ / I ~ 1 / ~ ~ / 4' ~ it ~ '
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~ ~ I t i - ~ _ ~ ~ / r ~ ? ~ ~ ~ ~ 1 , ~ ( ~ ~ •
d ~ ~ ~ ~ / - ~ ~ ~ j ~ ~ ' ~ ~ ~I; 4 i-04-O6 RI=VISED RER MECKLENBURG • / ~ t. ~ rKLENBURG COUNTY COMMENTS ASH
~ \ ~ 4 ~ r ' 1 l W \ , ~ 1 ~ ~ i ` 1 ~ i ; , ~ 3 04-02-05 REVISED RIP RAP i ~ ~ ~ t ; i , i ,t ED RIP RAP APRONS RKM Z TOWN AND COUNTY COMMENTS BAS
N ~ ~ ~ M j ~ r ~ ~ ~ ~ ~ 2 p9-22--04 REVISIONS A5 PER TOWN AND 1 06-22-p4 REVISIONS AS PER TOWN AND I TOWN AND COUNTY COMMENTS AJS
,U N C 60 0 60 120 180 NO. DATE REVISION REVISION BY
ro o. c PROJECT NO.
a SHEET TITLE 290286
c Scales 1" = 60' a VD GRADING .PLAN SCALE, 60'
a BASIN BAFFLES SHALL EXTEND FULLY UA THE SIDE BANKS TO THE TOP DATE
~ OF THE STORAGE OF THE BA51N. BAFFLES SHALL BE JUTE MESH ON METAL PREPAREDIBY 03/08/04
STAKES WITH WIRE BACKING FOR STRENGTH WITH MIN. 10 SPACING BETWEEN BAFFLES. POSTS SHALL BE SPACED 4-6 FEET. ~~1111111~~ i~ PROJECT iii DRAWN BY BAS/FLA
n ~ CA ~ . t r~
i o sr°~? ~ 4 CHECKED BY AJS
~a N ~I~rN~ER~VILLE ~aWNS~.~I~ MECKLENa ~CKLENBURG COUNTY DRAWER NO.
0 NaRT'I~ CAROLINA SEAL 8--19
POST. BUCKLEY, SCHUH & JERIVIOAN, tNC. ° ~ ` . SHEET NO.
52aa 7? CENTER DRIVE, SUITE 5aa r • NG JON L.L.C.
a rn ! . 4 A CNARLt~TTE, NC 28217 1381 ~ CINNA.BAR F~L~ i~ Np ~ PH 7a4 522-7275 ~ ~ 5~` ~ >AR PLACE C302
U ~ / EA J. FAx ~a 525-2838 ~i~ .~UNTERSVILLE NC ~ ~1 It , NC 28 0 78
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r~ ' e r : t ...7 ~ ,`y~;' is <a.r f, s SEDIMENT IN • . , ; } : , `r~S;:k. . ' ~ ~ » 5TAGE 1 f ~ I BASIN X13 STAGE 1 DENUDED AREA 18.22 AC.
t ;ice ~ ~ ~ ~ , 1:!S^:< ~ ~ ,.r ~ . , ' 1 r Q WAGE ..AREA 0.25 ~ - t i
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~ BASIN. i INSTAL.L REMAINDER OF ~ / 714.3 ii ,,$jr PIPE AFTER UPSTREAM AREAS STAGE I...II
~ ~ 1 } \ ~ f' ~ ~ ~ 'o. ARE STABILIZI:D....INSTALL SILT ' ~ / _ ,,.:,k~ ~ , STAGE LINES 1 0119 MEN 11~
t a ~ t s \ 1'` SAGKS IN. GATGH INS IF ,;.ki° ~ .rr `3
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~ ~ . i r f{{ J •frff{ t(f i ~ k; r f ( !!fffr ,frff t l a> • ff , it f• ~ !i • f f „ tit rf ,Pfti .ffr s; xa ' ~ f}rf , it if ~ fi• J fff , ,rfff .fff{f 1 h If t ' ff ~ •rfff • fffr ° ff t 1 l'> CMLDS STD. NO. 30.10
1 s Z ~ i 1 1 M ~ i ~ ~ ~ / / INSTALL AP OXI TELY 7CI f f !r !!rfff •ff , ~ ;t .!rfff .ffr .t•rrrf j { i I ' •~h f~f .(f ,ffi .f{ff f •ffi ff ....s M N r a s J .!fffr f ff fff{r • frff fffr ~ ` ~ Itff fr f~{t( 1 ~ ~ ~ ~y .n.. ~ . 4. ~ tgf f ~ ' • f ,t t ffp~~ ffr rf{i fffff 1 ~ ALL STD, NUMBERS R v s' v , f r ffi{{ ffr t ti(Ff • fff f Iffff} , ~ fift fif t ,ffi ~ rir ((,tf .t!' 1 ~ .s:• ~ TA D R A M." NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LAND DEVELOPMENT ~RDS MANUAL.
,OF PIPE~ANp R"C FLOW TO ` ~ , ~ ~ ENT BAST INSTALL . a~ \ ( t fif ffff fJ9i ' f f fff tf; ffr ~,I ' v., r,, S N A DS MANU L. o _ t t .ff { ,fffr ~i t rt( ff tg 1 i f . °ffff"ci ~ f f r ' f(! ff > •.fffff ifffi ~ fffr! } ? '4: h. \ . f t f f Cr fffr!• ff{f{f. •tfd ~ } ~ ~ , r f! ftf~, !f r ffff aff •fffff , .t{ fff ••)f , ~ (,ff tt{f{f•..ftffr 4 \ ON-SITE BURIAL PITS {
b ~ ~ ! x t ~ s. RE R ~E PE ''AFTER ~ , ' r fffr fff if .if \ ' ..il iii • f • 1 } ' o ff •ffff {{ffr frr •f{ffff }fffr! fff( I s . r r • f •,ffi' f ffff' f :x :.:t: \ ZONING ADMINISTRATOR ( e P (t ~t • 3k i „fff .f#t • R ff { rEj ((ft t. s{{ t fff(frifi• fff{f ~•fi{ j I h ~ ~ i fff ) ff! ! rf fffi { "z`~';A, ~ # (!ffff ~ ff • ,fff t, i E BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ADMINISTRATOR.
~ ~ ,UPSTREAM E; r , ' s < i r ~ ' ` t h t ffff ~ ft h rfff! ffff ft ,,,fffff (fff ` "•y~, f ~ f'tf( 4 ~ ,fffffritfftrrfff' frff( ati,. ~ ANY GRADING BEYOND ~NST APP MAYFLY 1"40 f (if' ~ fif;{ ,i .fff F , f ,h . ~ ~ ~ ~ vIOLATION of THE CITY ;ADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A DN OF THE CITY/COUNTY EROSION CONTROL. ORDINANCE AND IS SUBJECT
~ ABILIZ p. 1 ~ ! ~ ..w i, x„„, fffi ;~N r TO A FiNE, INE.
C h'2 < < ~ r E ~ ~ 'L i ~ ' ,r: ~ ~ ~ ~ r ~ 1C i S~IMENT N, iNSTALI. ~ ~ f . t• M ~ f f"~,~ ~ ~ y ' % ' ~ t zfa~ if GRADING MORE THAN C ~ ND PIPE AFTER ~ , r ~ i A vl Tl N F G MORE THAN ONE ACRE WITHOUT AND APPROVED EROSION CONTROL PLAN IS 4TION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT
, ..C r , ~ > : ~ , w , ' ~ ~ ~ I ~ ~ {u~f OLA 0 0 THE UP EAS "ARE.. ...f ~ ~ h...wriid<E< ~ ~ ~i~., ~ '•J::~f k TO A FINE. INE.
U / } ~ ~ \ ~ h ::<E~ h ~ , ';~::,s ALL SLOPES 4:1 OR G6 • • AB,IUZ ~ \ • )PES 4:1 OR GREATER MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
y' , ~ .i f •.a~ ~ N..3kx: v,x / x ~ ,x i.t '°w.,,' ,S € ~ TEMPORARY DRIVEWAY ~ a •i ~ n:;t OF WAY MUST BE PRE. 1ARY DRIVEWAY PERMIT'S FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
s 'TREE "SAVE AREA l ~ ~ . • , , • , ~ , f ' IN5TA APPROXIMATELY 40 ~ 4 • 'H ~ ~ ~ FAILURE TO SCHEDULE t QF PE AND,~OIVERT FLOW TO , w TO SCHEDULE AN ONSITE MEETING WITH THE CITY/COUNTY EROSION
,k v 'ti ~ 4 < v s:~` ~i ~ CONTROL COORDINATOR )L COORDINATOR 48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A ON OF CHAPTER 18 OF THE CITY/COUNTY CODE AND IS SUBJECT TO A FINE.
~ ~ ~ r ' / ~ INSTALL APPROXIMATELY ;1 ~0 } , .i' pack • vioLATION of CHAPTER r R MAiNDER`OF PiPE AFTER ` ~ _ CIF PII~~' AN~9 ~iV~i~T ~i I'7W T~ ~ it , ~ i~ cm~eu he~~er ebi* ~ ( w~, ~~o ~ . ? ~ t , srar~u r7a~nnN rs rug 1 7AMN 1R 7PP RFgT FYIRM OF FRO"UnKi PONTR(N - TFMPOPARY sFFnlN(.
, f t r • • ,•r MIAMI/\i.!'\I11 RI\W'\Yi Ilf\4 S I ~ : ~ ~ + SEp1M~NT 9A51lV ` E ST II v.: ~ 15 NECESSARY TO ACHI =SSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
s V ~a ~ ~ ~ ~ 1 ~ ~ ~ REMAINDER a PI ~ ' ~ ' • ~ z ESPECIALLY WHEN SPE( i F" P dFTER t i 1 ~ ~ I I ~ ,,;,gin, SEQUENCE SHOWN ON ' , kLLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION ICE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
~w~... ~ ~ INL~r PaoT~ T~at~-..~ ~v { ~ + UPS~'REAM AR~'AS ARC ~ ~ MULCNEO WITHIN 15 WC , i i ~ I ~ ~ - AREAS ARE TO BE SEE STABILIZED. ~ ~ .D WITHIN 15 WORKING DAYS OR 30 CALENDER DAYS. ALL REMAINING ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 90
~ ~ i CALENOER DAYS, WWICt , ~~bRANGE FABRIC ti.,>.. ~;h.~z ~ TER DAYS, WHICHEVER IS SHORTER.
5 \ 4'. + a FENCE (TYP.) ~ AD01110NAL MEASURES .....ti . ~ i t r ! i"'" ~a 8Y A REPRESENTATIVE !NAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED ;EPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
is ~ ~ 1 f t~,~ ~ TEMPaRARY ,RaCK < , i : c ~ ^'z} i ~ ANY LAND DISTURBING N~~i. : 1 ~ : 0" I CHECK ,DAM TYP.91/ xt + 5~ SID DISTURBING ACTIVITY > 1 ACRES REQUIRES COMPLIANCE WITH ALL
s~ i ~ CONDITIONS OF THE GE p { ~ A 8'4, f ~ ~ , ~ ~ ~f ! f a•a° ~ NATIONAL POLLUT NT I 'ONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE AL POLLUTANT DISCHARGE ELIMINATION SYSTEM[PERMIT NO. NCGO10000]. ANY
> r,,t B ? ~ ~ ? + • ~ ",'rs' ~ PERMIT NONCOMPLIANCI ENFORCEMENT ACITON . f J ; ~ V , .....a t ~ ~ ~ ; , . i \ ~ a f, tr. ANT) NATURAL RESOURI NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE :EMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT HEALTH
r ~ , ~ , v w : ~ , ` ar , \ WATER QUALITY STAFF • . kTURAL RESOURCES.(FOR QUESTIONS CONTACT MOORSVILLE REGIONAL OFFICE QUALITY STAFF AT 663-1699).
n>~ . ` 9 , ~*.fi . + ` ' AGE p - \ , ~ ~ t SLOPES SHALL 8E GRA SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10`
~ ?rn iir~v ~ \ l 1 S ~n(~'. rn,., r ~ 't ~ t ~ ~ • " ~ ~ RE4UIRE ADEpUATE TEI E ADEQUATE TERRACING (CMLDS #30.16).
' t f . ~ ~ A GRADING PLAN MUST ..~•FMPa DNER51aN ' ~ ~ r.;3 ~ THAT WAS NOT PREVIOi : ~ ~ ~ v , . . , . , )ING PLAN MUST BE SUBMITTED FOR A14Y LOT GRADING EXCEEDING ONE ACRE IAS NOT PREVIOUSLY APPROVED.
• t', 1111 ~ ~ N~ ~ ~ IIf1119rrM~1 ~ ~ 1911 r ~ ! ~ 1
r
6 i-04-06 REVISED PER MECKLENBI)RG C KLENBURG COUNTY COMMENTS ASH
/i/y V 5 6-13-05 REVISED LOTS ON ALLEY GAl 1 ALLEY GATOR ASH
.My ~i~ F4 ~0 0 60 .120 180 4 04-02-05 REVISED STREAM CROSSINGS 3 02-07-05 REVISED STREAM CROSSINGS F( CROSSINGS AND RIP RAP APRONS RKM ROSSINGS FOR WETLANDS PERMITTING RKM
W ' BASIN BAFFl.E5 SHALT. EXTENp FULLY UP THE SIpE BANKS TO THE TOP 2 09-22--04 REVISIONS AS PER TOWN AND TOWN AND COUNTY COMMENTS BAS
OF THE 5TQEZAGE pF THE BASIN. BAFFLES SHALL BE UTE ME N TA n J SH b ME L 1 06--22-04 REVISIONS A5 PER TOWN AND TOWN AND COUNTY COMMENTS AJS
STAKES WITH WIRE BACKING FOR STRENGTH WITH MIN. 10' SPACING Scale: 1" = 60' NO. DATE REVISION REVISION BY
BETWEEN BAFFLES. POSTS 5HALL BE 5PACED 4--6 FEAT. n SHEET TITLE PROJECT NO. 290286
n TJ) GRADING .-PLAN SCALE 1 „=60'
U DATE 03/08/04
m PREPARED BY ~~ilillf~~f DRAWN BY
rrr i// PROJECT Bas/FLA
OA~'p iii ~ < i 0 • pFES 1(1 T CHECKED BY
00 e .HUNTER,~VILLE TCWNSHI.~ MECK'LENB v,, ~ ~-rNB U~jG COUNTY AJS /v.1:1.L 4~DRAWER NO.
a rn ~ w - NORTH CAROLINA SEAL 8-w-18
POST, OUCKLEY, SCHUH & JERNIGAN INC. 893 SHEET NO.
ro s' IC~.N L.L. C.
5200 77 CENTE~t Dt;2N~ SUITE 500 r ~ ~
cHARL©TTE, tvc 28217 ~ti ~to 13815 CINNABAR PLA1 ~i ~R N~ r` PH (~04 522-727v FA S. r\ IR PLACEc"301
U t=ax t7a 525-2s~s ~~r HUNTERSVILLE NC 28~ ~Illillt~ WWW.P SJ.COtVI NC 28 0 78
- _T,~, _ ____._,.,..,.~.~~..v.__..~...,.._~,.~.._~.._..______~____

r r%' a - ~ ~ r i ,f '
. f / F ~ TOTAL ' I , r f ~ r i ; ! , TOTAL SITE AREA 87.81 AC.
r i \ \ , i / ~ ~ 1 r 14 s,, i` ~ ~4 ~ ~ ~ ~ f ~ ~ ~ O
1 ~ ~ s/ l `i: /f(/ i j~ ~ ~ ~ r ~ ~ 1 } r'~ ~ ~ LEGEND
l ii w.,..~ Jy' /gin V ~ jl ~ r ' ~ ' ~ / , r" / , i i r j
v ~ ~ 1 \ F ~vOW OR Foy ~ i ' ~ ! i r ~ ~ ~ ORANGI r' r W OR FQRMERLY / 1 4 , f;, ' ORANGE FABRIC FENCE
~ , e,._ It r. - ~ I % ~ o ~ ~ ~ f ATSY G, ';ALLEN ~ ~ ; ~ t / r DIVERSI DIVERSION DITCH ---a
,r' ` _ , , __w...._ - ~,t .r , ` cMLDS sTo 8,,~9,~92 PG 48 ~ I ~ ~ E. / r ~ ~ CMLDS SM. NO. 30.05
Aso - ~ ~ N' TAX X019--( µ`:,c , r I ~ ~ / r ~ ~ SIFT F~ SILT FENCE
._w~.,__._. CONSTRUCTIpN E TRANG ~ , ~ F. , _ ~ , ! ~ l ~ i , ~ r' 1 - ~i I ~ i p , nC ply . ~ ~ ~ ,r ~ 1 I I GMLDS STD i CMLDS SID. NO. 30.06
~ , _ f^.,,. r i i INLET PROTECTION
? 6: 1 j , „ - , t r~ ~ I ~ INLET F ~ ~ n., r, _ { GMLOS sm ~ ; t ~ ~ , r j CMLDS STD. NO, 30.09
v _ .NOW OR FORMERLY ~ . ~ ~ ~ r ~ ~ ~ ~ , l i ` 11 ~ t i' ~l I ~ ~ J ~ ~ FILTER FILTER BASIN
4 _ ROY JUNIOR FULLAM f, i.. d - . U , ~ r ~ ,r j' ~ ` t ~ r' ~ CMLOS STD. l ~ ~ w CMLDS STD. NO. 30.02
,k DB 1445 PCx 311 r / , ; . TAX 019-053-06 l t: ~ ~ ~ i o i ~ i , ~ u
~ ~ F,r q , ~ r GRAVEI ~ ~ ~ ~ ~ i _ i ~ ~ GMLQS STQ GRAVEL ENTRANCE CMLDS STD. NO. 30.11
, . - ~ - j/ ~ , - - ' : t + ~ ~ r ` ~ 1
t . ~ fl r ~ r ' ~ I I DENUDE i ~ ~ ~ ~ ~ I I I I DENUDED LIMITS
~ ( rr ~ ...........r y~-'" r , ` SEk.~° FENCE (1Y~.) ' Ft r , .N W UR FaRMERLY
' . I i 11~ i - n i ~ + ~ TEMPOf VERMrL ~n PHAS.~ 1 LLC ~ ~ w, ~ ~ l i f CNECK TEMPORARY ROCK CHECK DAMS
O_^..... r y v ~ - I? / . ~ t ~ r ~ ~ ~ ~ CMLDS STD. CMLDS STD. NO. 30.10
r. r . ~ ' : . i _ r~JM ~ 11' t r ~ + ~ ~ ALL "STD.° NUMBERS I ~ f ~ E w~--.. 1 ~ STANQAROS MANUAL. ;TD." NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LAND DEVELOPMENT
1 ARDS MANUAL.
' DENUDED LIMITS ~ . i i ( ) , ~ ~ _ , . t f ~ ON--SITE BURIAL PITS _ y_,,, ~ BONING ADMINISTRATOf IE BURIAL PITS REQUIRE AN ON--SITE DEMOLITION LANDFILL PERMIT FROM THE ~ ADMINISTRATOR.
- : r TYP. , ~ , ~ ~ 1 + ~ 1 ANY GRADING BEYONQ ~ ~'s ` RADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
s, . . - ~ ~ ~ ` i i ! i VIOLATfON OF THE CET 111,,, It i ~ ~ TO A F1NE~ _ ~ , ~ r I k ION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SU13JECT 9NE.
w. , x r ~ ~ GRADING MORE THAN + ~ IG MORE THAN ONE ACRE WITHOUT AND APPROVED EROSION CONTROL PLAN IS
4 ~ .n ' jx r , f , .......i ...V - l i ~ / - ~ ~ A V10LATlQN QF THE ti ~ ~ ~ ~ .......r~.,. TO A FlNE. ATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT =1NE.
DRAINAGE EA ~ . , , % LINES , . _ 3 AU, SLOPES 4.1 OR G ~ ~ .OPES 4:1 OR GREATER MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
r ~ ~ I i 1 i ! , " TEMPORARY DRIVEWAY ' ' ~ ~ ~ 01' WAY MUST BE PRE RARY DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT Y MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING.
. , f r E t w_ ~ , - -
a.~ ~ ; , ~ , . 1 FAILURE TO SCHEQULE w,., CONTROL COORQINAT01 E TO SCHEDULE AN ONSITE MEETING WITH THE CITY/COUNTY EROSION OL COORDINATOR 48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A
.r ~ : w ~ ~ - ; ~ ~ r ~ ~----~----_.M.-.--°"" ~ , SEDIMENT BASIN 3 ( ` ~ ~ ~ ~ r 0 0 CHAPTE ION OF CHAPTER 18 OF THE CITY/COUNTY CODE AND IS SUBJECT TO A FINE.
I ~ r.. ' DRAINAGE AREA-0.4d AC. .n..f ~ . r. ~ ~ ~ b ~w : ~ `y STABILIZATION E5 THE ~k IS NECESSARY TO ACH IZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
r.. .a ~ ~ r , r l 1 ~ 3t i ` - END PIPE AT RIGHT qF WAY AND USE i ESPECIAE.LY WHEN SPE ~ Sf:QUENGE SHOWN ON USE r U ALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION VCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
i . hi ` ~ _ ~ ~ . DIVE w...~-` n e,, ~ SEDIMENT B ER pF . t M LCHED WITHEN 15 WI ,mow,,....- , ~ A AS A 0 BE SEE ,r ~ ED WITHIN 15 WORKING DAYS OR 30 CALENDER DAYS. ALL REMAINING ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 90
ASIN INSTALL REMAIND ,r. . .ry PIPE AFTER PSTREAM AREAS ARE r , ER pF ~ caLENDER QAYS, WHIG RISER TYPE SEDIMENT r...-- „ )ER DAYS. WHICHEVER IS SHORTER.
- y. rx STABILIZED ~~""~f `t; , f ADDITIONAt MEASURES i BASIN #4 r BY A REPRESENTATIVE )NAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED 7EPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
....,..SEDIMENT BA51N- I<~t.. GRAIN. AREA=9`93 AC. - ~ , % ANY LAND DISTURBING 4ND DISTURBING ACTIVITY > 1 ACRES REQUIRES COMPLIANCE WITH ALL
- ~ DRAINAGE AREA=0.5 AC. .Y r , . . ' SE0IIV9ENT N - CONQlT10NS OF THE GE BAST #5...,. l ~ ~ NATIONAL POLLUTANT A , ' ORA~NAGE AREA o,zz AC. TONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE IAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO. NCGO10000j ANY
. PERMIT NONCOMPLIANC ENFORCEMENT ACTION ~ I NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE wEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH.
~ 1 { ,l fi . r ~ AND NATURAL RESOUR ; ~ ' WATER QUALITY STAff ATURAL RESOURCES.(FOR QUESTIONS CONTACT MOORSVILLE REGIONAL OFFICE QUALITY STAFF AT 663-1699).
, I -''r , , f i , s l , r SLOPES SHALL 8E GR~ 3 SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
i / ~ k 1 ` . h , _ tl ~ i REQUIRE ADEQUATE TE i ; E ADEQUATE TERRACING (CMLDS #30.16).
a i a , ::tt m--...:~ - ~ SEDIME BASIN..`~'~ - ` A GRADING PLAN MU5" w . , , , w" ° ~ ~ THAT was NOT PREYIC ~ D AGE AREA-1,$3 AC. DING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE VAS NOT PREVIOUSLY APPROVED.
~ ~ 'R . \ 1 0 r'~ ~ \ ~ ~;n
=-r ;E ~ TEMP DITCH TQ BE..~iNEO ~ t , ~
~ ~ ~ Y~fTH TH AMERICAN TOTAL Df TOTAL DENUDED AREA 44.696C.
GREEN 1 5QN ~ ' ~~z" ~ ' O'~,:1~MP0RAR ER aR ~ ~ , STAGE 1 DENUDED AREA 18.22 AC.
, ~ ~ { uIVA~NT: ~ , ..._.v, ~ 4
- , r l ~ / / _w. r ~ ' .,rrrnwr..,,,,~, ~ ~ . STAGE 2 w 7 STAGE 2 DENUDED AREA 11.76 AC.
~ ~ ~ F~ ~ ~ t1 ~ Q GE FA FENC ~ - ~ ~ RAN 6RlC E TYP. ~ ; ~ w.....~_~
1 r. , . ^W,.., ~ STAGE 3 DENUDED AREA 14.71 AC.
. ,.m.. v . BASIN : ~2 - C ' r,. , . . ~ ~w ri .
~ ~ ~ " DRAIIVAG ' ~ ~ f'" CHECt~" lYP,~ ~ STAGE LI ~ ~ STAGE LINES
~ ~ : ~ - . r 0 , .r.. ,
~ ' \ ; ~ ~ , ,
.r ~ i ~
~ \ \ i 70 . , ~ ~ ; 7, ~ ~ y < <
~ END PJPE AT RIGHT OF, / , / i ~ I~ ~ , / s \ 4
~ ~ _ ....:-WAY AND USE TEMP, DITCH TO IV R . ~ ~ ~a ~ ~
G - , , vx a~„ To. SEDIMENT BASIN:' ' } ^ 1~ - / , TALL REMAINJDI~R-9F ~ ,r ~ 'c l r ~ i
. r ,.r" h `C - 1 E 81 a. ~ 4NK
y , , ~ r' . r f , r' Af ,t i 1 ` ~
_ f . { ~ ,1 ~ ~ i ' ~ t, ~ ~ ~ r" ~ A , \ , ~ rt 1 1
_n , wy. , _ l WAY hiiGH ~ ~ ~ ~ f f ~ ~ , ~ ONSTRUCTION ENTRA CE
J \ \ J r 01 r;T'YP. ~ ~ ~ CQNSTRUCTIQI i fi` ~ ~i
! J/' ~ f r + 1 ~ t/ ~ t ,y,, m , i i
~ ~ ~ / -
. CgNSTRUCTI ENTRANCE __--~r--- , ~ i ~ °~.a; PCANTER WAU r xxz.. . ~ ~ ~ INSTACCEO A,r .ANTER WALLS, SHALL BE f STALLED AT CULVERT
- ,_r , r cRasslNC To~~ f t 1 : << r tOSSING TO, CREATE 'FLAT
, . \ , 1 ~ ~ CANTING. ARC i 4 1 f ~C,~ / t 'j 1 ANTING AREAS
. ~Y_.~..--- ~ ~ ~ • ~ l' ~ 1 ~ ~
. RQADWAY HIGH ' - ~..;:Y-. INSTALL, TEMP Y PLUGv,AT cv OUT,\OF , PERMANENT IN iINTALL\\
PAINT (TYP.) / r r r f F ` \ ~r........w. f S" ' tr"~ ~1.f ~ 7 ( ~F' < r 3' rs:. CATCH BASIN,
~ r~ .l ~ r _.....Mr~~--- :r. INCET PROTECTION ~ .i APPROXIIMATELI' 60 LF PF 36"
ys l PIPE I AT INIMUM 0.8% SLOPE TO RISER' BAST R
r f t' , Frr ~ ~ UPSTREAM AREAS AR '
r /l' ~rJ" r. f ~ ~ ."'~"^,E STABlGlZED~LUG THE: jEMP RARY PIPE AND HAL BE S
/ ~ „ ~ 1 ~ 1 i~ / / ~ i REMOVED.
Y ~ r ,k' J y;-. ~3a j n TEMPORARY ``PIPE
/ ~ \ i ` ~i r 1 r' ~ ,i r 'k t
STRUCTURES 70 TO `'j
c~ SHAE.E. NOT B CONST~tUCTEO
j - - 1~ UNTIE. `UPSTREAM EAS ARE ,TABIEJZE6 ~

i i i~ ~ ~ 195 j Uos ~ ~ 5 SEDIMENT ,BASIN #7
/ / 40 ~ ~ ~ DRAINAGE AREA=12. 6 AC.-
/ / \ ~
~ - - ~
,y~~ ~ _ e
~ ~ ~ k
a \ ~ / / ~ ~ ~ ~ \ 194-. , ' ~
i i F
MATCHLINE-SEE SHEET 3C?1
CONSTRUCTION SEQUENCE MATCH~INE-C~EE SHEET 302 S. W.I.M. NOTES: NCDENR REQUIREMENTS EROSION NOTES: 7 7-04-06 REVISED PER MECKLENBURG t. BASIN BAFFLES SHALL EXTEND FULLY UP THE SIDE BANKS TO THE TOP OF THE STORAGE OF THE BASIN. BAFFLE5 REVISED HW2026-2036 REMOVED f BE LEFT COMPLETELY 1. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL BE JUTE MESH ON METAL STAKES WITH WIRE BACKING FOR STRENGTH WITH MIN. 10' SPACING BETWEEN 5 04-02-05 REVISED STREAM CROSSINGS & WILL, WITHIN 15 WORKING DAYS OR 30 BA~'ES. POSTS SHALL BE SPACED 4-6 FEET. 4 02-07-05 REVISED STREAM CROSSINGS F 8E REMOVED PROVIDED CALENDAR DAYS OF COMPLE110N OF 2. NO MORE THAN 20 ACRES SHALL BE DISTURBED AT A 11ME. BEFORE BEGINNING ANOTHER STAGE, STA81UZA110N 3 12-06-04 REVISIONS AS PER COUN KLENBURG COUNTY COMMENTS ASH
REMOVED ALLEY GORY AND PEP ALLEY ASH
0 7. OBTAIN EROSION CONTROL PLAN APPROVAL FROM COUNTY ENGINEERING. 1. THE STREAMSIDE ZONE OF THE BUFFER MUST BE LEFT UNDISTURBED. IN 1HE MANAGED U5E ?SSINGS & ADDED WATER QUALITY POND RKM ROSSINGS FOR WETLANDS PERMITTING RKM
0 w 2, SET UP A ON-SITE PRECONSTRUC110N CONFERENCE MATH EROSION CONTROL INSPECTOR - GINA HODGES (980.721.9058) OF THE: COUNTY ENGINEERING DEPARTMENT ZONE, AT A LIMITED NUMBER OF TREES CAN 8E REMOVE i PER COUNTY COMMENTS ASH
ao EROSION CONTROL INSPECTOR AT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERIiNCE 48 HOURS PRIOR TO ANY LAND DISTUR8INC~ 71'~AT THE 1REE DENSITY REMAINING IS A MINIMUM OF 8 IIMUM OF 8 HEALTHY ANY PHASE OF GRADING, WHICHEVER MUST BE DONE. 2 09-22-04 REVISIONS AS PER TOWN AND TOWN AND COUNTY COMMENTS BAS
v ACi1NTY IS A VIOLATION OF CITY - CWNT' CODE AND IS SUBJECT TO FlNE. TREES OF A MINIMUM 6-INCH CALIPER PER 1,000 SQUA REMOVAL OF EXISTING VEGETATION MUST BE PERFORMED 1,000 SQUARE FEET. PERIOD IS SHORTER, BE PLANTED OR 1 06-22-04 REVISIONS AS PER TOWN AND PERFORMED IN SUCH A OTHERWISE PROVIDED WITH GROUND 3. ELEVAl10N OF RIP RAP APRONS SHALL BE FIELD VERIFlED PRIOR TO INSTALLAl10N TO INSURE THAT APRONS ARE N0. DATE REVISION TOWN AND COUNTY COMMENTS AJS
a 3. INSTATE SILT fENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES AND OTHER MEASURES AS SH01N! ON PLANS, CLI?ARING ONLY AS NECESSARY TO INSTALL MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF TH THESE DEVICES. TREES. SOTS OF THE REMAINING COVER, DEVICES, OR STRUCTURES INSTAI.LEO AT 0% SLOPE. 60 0 60 120 1 E30 REVISION BY PROJECT NO.
2. PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO SUFFICIENT TO RESTRAIN EROSION. SHEET TITLE 290288
~ 4. CALL FOR ON-SITE INSPECTION 8Y EROSION CONiROI INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GR~aDING PERMIT. BEGIN CLEARING AND GRUBBING AFTER INTO THE 6UFFER AND THAT NO STRUCTURES ARE ALLO PERMIT ISSUANCE. ANY OF THE BUFFER AREAS (EXCEPT NON-COMMERCIAL ERIAL IS TO BE BROUGHT 2. PROVISIONS FOR A GROUND COVER EROSION CONTROL AND G 3 ARE ALLOWED WITHIN SUFFlCIENT TO RESTRAIN EROSION
:OMMERCIAI OUT MUST BE ACCOMPLISHED WITHIN 15 ' ID GRADING PLAN SCALE1 11=80'
BUILDINGS NOT EXCEEDING 150 SQUARE FEEt). " 5. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET MATH EROSION CONTROL INSPECTOR PRIOR TCi COMMENCING N91H EACH PHASE OF EROSION CONTROL 3. GRADING AND OTHER LAND DISTURBING ACi1V111ES ARE v MEASURES. 1HESE PHASES SHALL BE SPELLED OUT HERE TO CLARIFY THE ORDER OF SITE PROGRESSION. THE LAND DEVELOPMENT INSPECTOR -SID CLANTON WORKING DAYS OR 90 CALENDAR DAYS Scale: 1" = 60' DATE 03/08/04
A11ES ARE ALLOWED ONLY FOLLOWING COMPlE710N OF PREPARED BY IVIIIES MUST BE CONSiRUCiION OR DEVELOPMENT, DRAWN BY
(704.201.6855) SHOULD BE CALLED TO CONDUCT INSPEC110NS ON STORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPRO\EMENTS AND SUBDIVISION ROADS. ~N THE UPLAND 20NE; HOWEVER, THESE ACT1VI11ES MUS 0 PERFORMED IN SUCH AS MANNER AS TO PREVENT OAMA 'VENT DAMAGE TO THE ~~CHEVER PERIOD IS SHORTER. ~~U~~~~~~~lli~~ PROJECT BAS/FLA
6. STABILIZE SI1E AS AREAS ARE BROUGHT TO FINISHED GRADE. REMOVE TEMPORARY EROSION CONTROL DEVICES ~~ND STABILIZE THOSE LOCATIONS. REQUEST PRE-FlNA~ ROOTS OF REMAINING TREES. G'f2ASS OR OTHER SUITABL INSPECTION FOR "PUNCH UST" ITEMS. REQUEST FINAL INSPEC"IION FROM 80TH EROSION CONTROL AND lANO DEVELOPMENT INSPECT"ORS. SITE APPROVED. BOND RELEASED COVER CAN BE APPLIED TO THE UPLAND ZONE. ER SUITABLE GROUND 3. PROVISIONS FOR A GROUND COVER ~~~\\~N BAR [ ~~~i VERMILLION - PHASE 4 ~E. SUFFlCIENT TO RESTRAIN EROSION ~ O SS7 4 CHECKED BY
H 4. THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CIEA OR MECKLENBURG COUNTY ENGINEERING DEPARTMENT CERIiFlCATE OF OCCUPANCY HOLD REMOVED. N7TH ORANGE FABRIC FENCING PRIOR TO ANY LAND DIS o ACTIVITIES (GRADING, TREE CUTTING OR STUMPING, ETC.) ~ ~ HUNTERSVILLE TOWNSHIP, MECKLEN ST BE CLEARLY MARKED MUST BE PROVIDED FOR ANY PORTION NORTH CAROLINA CKLEN.B URG COUNTY DR WER NO.
t LAND DISTURBING OF A LANG DISTURBINCa ACTIVITY IN A 8-17
7. ALL EROSION CONTROL MEASURES SHALL 8E CONSTRUCTED IN ACCORDANCE N7TH THE NC EROSION AND SEDIMEiVT CONTROL PLANNING AND DESIGN MANUAL, US DEPT AND 1NIS FENCING MUST BE CAU.ED OUT ON 1HE PLAN OF AGRICULTURE. US SOIL CONSERVATION SERVICE, MECKLENBURG LANG pEVELOPMENT STANDARDS, AND THE MECN:LENBURG COUNTY ENGINEERING DEPT. 5. THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MUST APING, ETC.) AT THE SITE HQW 20NE N7THIN 15 WORKING DAYS _ SEAL 1HE PLANS. OR 60 CALENDAR DAYS FOLLOWING POST, BUCKLEY, SCHUH 8 JERNIGAN. INC. 89 SHEET NO.
FfER MUST 8E COMPLETION OF CONSTRUCTION OR ~ NEW VERMILLION 2 O1HER ACCEPTABLE DEVELOPMENT, WHICHEVER PERIOD IS 5200 77 CENTER DRIVE, SUITE 500 % GI EF~'~ t' 13815 CINNABAR PLA iSINGS AND THIS MARKER SHORTER. CHFAHX~ ~Od 5 5~283s 1' ///~~~~REA S~ 1NP~O~\\\ HUNTERSVILLE, NC 2S .SON L. L. C. C300
8. THE CONTRACTOR SHALL DIUGENILY AND CONTINUOUSLY MAINTAIN All EROSION CONTROL DEVICES AND STRUCTURES TO MINIMI"l.E EROSION. THE CONTRACTOR SHALL PERMANENTLY MARKED N1TH AN IRON PIN OR OTHER AC ry MAINTAIN CLOSE CONTACT WI1H THE COUNTY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCI)ON. AFTER PROPERTY CORNER MARKER A7 STREET CROSSINGS AND I R PLACE
TEMPORARY EROSION CONTROL DEVICES ARE REMOVED, INSTALL RIP RAP APRONS AT PIPE OUTLETS. MUST BE CA~~EO OUT ON THE PLANS.
i~ W W W.P~SJ.COM NC 28 0 78

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~ ~ , ~ l a 4 06-13-05 ADDED STORM EES FIEL RM FES FIELD SHOTS ASH
~ 3 04-02--05 REVISED STREAM CROSSINGS ANC ~ GSINGS AND RIP RAP APRONS RKM
~ ~ ~ 2 09-22-04 REVISIONS AS PER TOWN AND C 1 06-22-04 REVISIONS AS PER TOWN AND C 'OWN AND COUNTY COMMENTS A JS 'OWN AND COUNTY COMMENTS AJS
~0 0 60 120 180 NO. DATE REVISION REVISION BY
2 SHEET TITLE PROJECT NO,
290288
NOTES: Scale: 1 = 60 A T SCALE 1 =60' NT V DATE
1. Creek bed shall not be disturbed.
9 Rip rap apron shall be installed outside of creek bed limits. PREPAf~ED BY 03/08/04
X1111111111 iif PROJECT DRAWN BY BAS/FAA
2. See sheet C801 for ditch design. CARO ~~i ~ C r ~ ~ ~ r,
s 3. All storm pipe shall be class III RCP. 1 p . ' SS! , ~ I i ~ 9 4 CHECKED BY AJS
s 4. All culvert headwalls not in compliance with Mecklenburg E V~L ~owNs , KLENB URC COUNTY DRAWER NO.
v County and Town of Huntersville standard specification's for headwalls sE NORT.~ CAROL INA 8--16
shall have design drawings sealed by a NC PE and submitted t.o both P(7ST, BUCKIEY, SCHUH & JERNIGAN, INC. ~ ~ r ~ ` SHEET NO.
/ ~ 2 77 ~ •~G ~ ~ 5 QO CENTER. ClRIVE, SUITE 500 , (N~,. ~ ON L. L. C.
Mecklenburg County and the Town of Huntersville. CMARLOT7E, NC 28217 ~i • ~p 138.E 5 CINNABAR 'LAC o~ NP PN (7(34 522-7275 ~`A S. I? PLACE 0202
I~Ax X70 5z5-2s~8 .HUNTERSVILLE NC ~8D !VC 28078
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$ vm ..r ~ / _ ~ , ~ TRACTS A ;'G ~9~. AG 292.759 ACRES TOTAL
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~vIATCHLINE-SEE S 0 8 2--27-06 REVISEa c6 77A, 77 CB 77A, 77, 78 _ BAS
7 1-04-06 REVISED PER MECKLENBURG Cpl 6 06--13-05 REV. STORM ~'OR WET POND, ADpED SPOT ENBURG COUNTY COMMENTS ASH
5 04--02--05 REVISED STREAM CROSSINGS A DDED SPOT ELEV. AT RIP RAP APRONS ASH ROSSINGS AND RIP RAP APRONS RKM
60 0 60 1 02`07-05 REVISED STREAM CROSSINGS zo 1~a CROSSINGS FOR STAGE I 11 RKM
3 12-~06-Q4 REVISIONS AS PER COUNTY 2 09-22-0 REVISIONS AS PER TOWN AND C1 'ER COUNTY COMMENTS ASH
1 06-22-0 REVISIONS AS PER TOWN AND C( OWN AND COUNTY COMMENTS ASH OWN AND COUNTY COMMENTS ASH
Scale: 1" = ~0' NO. DATE REVISION REVISION BY
a PROJECT NO.
~i SHEET TITLE 290286
NOTES: SCALE 1 1$ =60'
DATE
q 1. Creek bed shall not be disturbed. a ~F2EPARED BY 03/08/04
m Rip rap apron shall be installed outside of creek bed limits. ~itilllll~~ I ~ i PROJECT DRAWN BY
2. See sheet C801 for ditch design. \ ~ CAf~p ~i p~ ~ BAS/FLA
~ 3. A11 storm pipe shall be class III RCP. . ESSI ~ r ~ . 0~ (J , y Q~ ,n-,,, • xUNTERSV 4 CHECKED BY AJS
4. All culvert headwalls not in compliance with Mecklenburg ILLE W I'a NS'xIP MECKLENB U t IfL E.NB UR G COUNTY DRAWER NO.
• A ~ w: NoR~x CA RQLINA 637 8-15
County and Town of Huntersville standard s~iecificatir~ns for headwalls PAST, BUCKt,EY, SCMUH & JERNIGAN, INC. I s ~ •
shall have design drawings sealed by a NC F'E and submitted to both . N~ ~ 5200 77 C1=NTER DRIVE, SUITE 500 ~ I ~ ~ N f SHEET NO. ) L. L. PLACE C20
Mecklenburg County and the Town of Huntersville. CHARLdTTE, NC 282'17 ~ C \ 13815 CINNABAR PLA 1 p ii ANT G. K
H (704 522-7275 FAX (7p 525-2838 ~~lll i`,~ r I i I t ~ ~ xUNTERSVILLE NC ~8 ~ , TC 28078
wvvw.P sa.caM ~ {

~ ~ ~ f;' STRUCTURE . . -"'`ti.. STRUCTURE ~ STRUGTURE TOTAL DRAINAGE TOP OF CURB PIPE LENGTH IN FROM PIPE iN INVERT INVq~T P1pE OUT Plplr SLOPE STRUCTURE TOTAL DRAINAGE TOp OF CURB PIPE LENGTH IN FROM plpE IN INVERT INVERT PIPE fiUT plPi: SLOPE STRUCTURE TOTAL ORAiNAGE TOP OF U PipE LENGTI ~~IM~~~ MMI r~MIIIIMII Z8 PIPE LENGTH IN FROM PIPE IN INVERT INVERT PIPE OUT PIPE SLOPE
~ , ~ ~ ARFA(AC) OR RIM ELEV. OUT(LF) SfR. # OIA.{IN) 1N OUC OIA (IN) OUT STRUCTURE AREA AC OR RIM ELEV. OUT LF STR, OIA. 1N STRUCTURE C R9 ~ ( ) ( ) # IN OUT OIA (IN) OUT ~ AREA(AC) OR RIM ELEV. OUT(LF) * 1 0.79 767.24 111 759.Q0 15 8.37 HW 69 68A 24 719,40 CB 86 0,29 71$,30 ' V. OUT(LF) STR. # DW(IN) IN OUT DIA (IN) OUT
s • MH EX.2 ~ ~I EX.2 0.79 754.20 46.20 1 15 749.75 749,07 ~15 1.21 DI 37 0,59 766,50 23 762,35 15 0.60 CB 89 0.17 708.90 30 23 714.15 15 0.80 90 29 704.75 15 0.80
1 ~ CB EX. 3 3 EX.3 6.92 752,70 18.90 EX.2 15 748.51 748,07 24 3.02 CB 38 0,82 768.20 118 37 15 762.21 762.01 15 3.44 DI 103 1.69 721.00 E 00 67 715.85 15 2.09
~ ~ CB EX. 4 ~ \ ~ 3 EX.4 7.08 753.00 20.30 EX.3 24 747,50 747.12 24 1.33 CB 39 1,29 762.10 47 3$ 15 757,95 757.75 15 4,26 MH 104 1.69 718.00 EX, 748,58 C$ 39A 1,47 759,90 81 39 15 755,75 755,55 15 4.36 4 00 57 103 15 714.45 714.25 15 6.67
• DI 105 2.26 715.00 1, > EX, S EX, 4 24 746.85 CB 40 1,72 756,17 75 39A 15 752,02 751.82 15 3,51 DI 106A 2.67 705.90 R 00 154 104 15 710.45 710.25 15 5.13 90 26 105 15 702.35 701.90 18 1.50
' ~ ' ~ . ) CB 8 ; . ' . . ~ t , t CB 9 3 8 0,42 781.41 23 777,26 15 0,80 DI 42 0,37 762.00 89 757,85 15 7.52 DI 110 1.09 750.00 1~ t 9 0.55 781.56 158 $ 15 777,08 776.88 15 9,35 DI 44 1 A3 754.71 93 42 15 751.16 750.36 15 3,35 DI 112 1.47 743.00 00 145 744.85 15 3.72
~ - 1 , J 1. , CB 1q - 3 10 0.62 766.25 23 9 15 762,10 761.90 _ 15 ._.0.80 43 15 750.56 CB 113 1.77 744,60 1E 00 31 110 15 739.45 739.25 15 0.80 60 162 112 15 739.00 738.80 15 4.03
• .A . •Y-- A \ ^ w 4J .......o- ~ J ' 3 13 1.03 766.10 98 10 15 761.72 761.52 15 8.54 DI 45 1,78 750.79 46 44 15 747,24 747.04 15 2.72 CB 14 ~ 1 1.98 736,43 43 47 113 15 732.28 732.08 15 3.87
~ J rr~1 %Y , k, ~ „ ~ ~ 0 DI 43 0,57 756,59 43 752.44 15 4.37 CB 115 2.19 734,41 2E 3 22 5,24 759.59 90 13 15 753.15 752.70 18 ,4.20 CB 55 0,30 740,$0 192 736,65 15 3.86 CB 117 2,67 714,19 1~ 41 299 114 15 730.26 730.06 15 6.70 19 147 115 15 710.04 708.87 15 5.39
r ~"f ~ ya'` ...err s'` , i 21 15 753,15 _ CB 54 0,27 738.60 23.40 734,45 15 0.80 116 15 709.07
- ~ , a,,. . ~~T CB" 24 ,f ~ 23 5.73 753.32 85 22 18 74$,92 748.72 18 3.00 CB 51 0,30 742.42 38 738,27 15 5.34 MH 11$A 2,fi7 705.07 1 * 24 6,13 753,39 4p 23 18 746.17 745.47 24 0.80 CB 52 0,69 740.39 64 51 15 736.24 736.04 15 2.53 FES 118 07 16 117 15 700.95 696.53 24 0.35 118A 24 696.47
~ ,J ...4 ~ .,,.ry" M/ CB" 25 r. . r l ~ * 25 6.96 753.40 37 24 24 745.15 744.95 24 8,08 CB 48 0,54 758,33 160 754.18 15 9.31 CB 116 0.29 713,43 26 43 26,4 709.28 15 0.80
~ MH 25A r • - ~ 25A 6.96 748,00 16 25 24 742.70 742.09 36 0.19 CB 49 0,30 742.27 43 738.12 15 0.80 DI 119 1.19 755,00 1E > 258 25A 36 742.06 DI 63 0,28 751.24 107 747,49 15 9.73 CB 120 2.08 745.90 00 162 749.85 15 5.00
' CB 19 ~ CB 2q 3 19 2.50 775.19 146 18 15 771.24 771.04 15 j,65 DI 64 0,44 740,83 112 63 15 737.08 736.88 15 6,73 CB i20A 2.77 743,65 ' 90 75 119 15 741.75 741.55 15 2.73 65 29 120 15 739,50 739.30 15 3.00
,f ~ . CB 21 ~ 20 2.88 772.78 185 19 15 768.63 768.43 15 6,62 DI 65 0,66 733,09 42 64 15 729.34 729.14 15 0,80 CB 121 3.24 743.45 ' 3 21 3.41 760.34 72 20 15 756.19 755.99 15 _-.-_--3.94 CB 66 1,23 736.60 24 65 15 728.80 728.60 15 0.80 CB 122 3.51 743.45 11 45 23 120A 15 738.43 738.23 15 5.00
- J ~ CB 17 - , , , 3 17 0.52 778.74 70 774.59 15 0,80 CB 67 1,54 736.11 257 66 15 728.41 728.21 15 3,07 MH 123 3,51 733,20 45 104 121 15 737.08 736.88 15 6.95 20 44 122 15 729.65 729.67 24 0.30
CB* 18 , CB 27 * 18 1.97 778,74 147 17 15 774.03 773.83 15 1,76 CB 67A 2,10 724,37 132 67 15 720.30 719.47 18 0,81 FES 124 3 27 0.69 761.49 100 757.34 15 ~-uy4.49 CB 72 2,16 722.81 27 67A 18 718.41 711.39 18 1.4p CB 127 0.78 776.00 E 123 24 729.54 00 94 771.85 15 5.10
- - _ CB 28 - A` 3 28 1.60 757.00 23 27 15 752.85 752.65 15 0.80 71A 15 719.92 CB 128 1.92 771.21 2; 21 271 127 15 767,06 766.86 15 6.46
. GB 31 30 15 752.85 FES 74 713.30 72 18 711,02 710.82 _ _ 3 31 1.7 .00 DI 70 ~ 0,14 727.20 111 723.05 15 0.80 6 757 27 28 15 752,47 752.27 15 _7.65 CB 130 3.01 753.50 156 126 15 767.06 50 156.6 128 15 749.35 748.73 15 2.50
MM 32 F / ~ 32 1.76 754,00 4T 31 15 750,20 742.67 15 q,50 DI 70A 0,30 727.00 90 70 15 722.16 721.96 15 1,21 129 15 748.93
FES 33 D! 29 > 33 32 15 742.43 _ DI 71 0,48 723.42 39 70A 15 720.$7 720.67 15 0,$0 CB 131 3.16 749,80 39 i! 29 0.30 761.$1 29 758.05 15 4.1 CB 71A 0,53 71 15 720.36 720.16 15 ~~0,80 MH 133 3.16 748.30 ' 4 DI 94 1,45 754.00 157 80 39.1 130 15 744.81 744,61 15 9.48 30 56 131 15 740.91 735.93 24 0.30
• s CB 30 748,85 15 2,48 FE5 134 3 30 0.39 761,00 110 29 15 756.85 756,65 15 3.45 DI 96 1,61 749.50 32 94 15 744.95 744.75 15 0,80 CB 125 0.32 773.60 R 133 24 735.76
DI 34 CB 35 ~I 34 1.18 751.00 23 746.85 15 0.60 CB 100 3,14 750.2 6 241 96 15 744.49 744.29 15 7.18 Cg 126 0.97 775,58 1( 3 35 1.30 752.60 23 34 15 746,71 746.51 15 _ 0.60 60 42 769.45 15 0.80 58 106 125 15 769.11 768.91 15 1.75
CB 36 100A 15 746.29 CB 129 0.54 753,50 52 3 36 1.38 752.60 80 35 15 746.37 746,.17 _ 15 ~ 0.70 50 52.8 749.35 15 0.80
D! 41 99 15 746.47 pl 142A 3.41 756.00 41 3.23 753.34 140 36 15 745,61 744,66 24 0.60 CB 101 4,15 731.14 158 100 15 726.99 724.57 15 6.38 CB 142 3.65 755.50 54 00 38 751,60 18 1.32
` DI 46 40 15 749.19 101A 15 724.77 tl 46 5.26 749.94 117 41 24 743,82 743,62 24 2.28 CB 14p 3.72 754.90 ; - CB 102 4,43 718.64 81 101 15 714.49 714,29 15 7.33 CB 139 4,55 751.20 1' 50 54.6 142A 18 751.10 750.40 24 0.73 90 73 142 24 750.00 749,80 24 4.79
j ' 45 15 745.79 , CB 92 6,56 712.50 97 102 15 708,35 707.90 18 4.$1 20 151 140 24 746.30 745.68 24 2.14
i ~ ~ '..i CB 50 r 41' 6.23 745.26 38 46 24 740.96 740,76 24 5.87 91A 15 708.35 3 50 7.16 743.43 $9 47 24 738.53 736.83 24 3.55 Cg g3 g CB 136 5.84 747.35 1~ 141 15 746.63 35 146 139 24 742.45 741.34 30 0.21
i r f - 20 767,63 T6 92 18 703.23 700,70 30 0.80 _ 49 15 737.78 90A 18 701.90 135 15 742.84
~ , / CB 53 FES 137 48 15 739,28 CB 106 12,71 706.70 29 93 30 700.09 699.89 30 0.90 3 53 8.61 738.57 189 50 24 733,67 733.31 24 2.85 CB 141 0.64 751.20 52 136 30 741.03 20 52.6 747.05 15 0.80
j r 106A 18 701.51 CB* 135 0.92 747.35 54 15 73426 CB 107 12,90 706.70 23 106 30 699.69 699.25 30 8.92 , 35 45 743.20 15 0.80
~ ~ ~ CB 57 52 15 734.42 DI 144 0.53 742.50 - MH 108 12,90 702.00 17 107 30 697.20 694.40 48 0,12 CB 145 + 1.11 743.25 ~ 57 9.29 732.83 29 53 24 727,93 727,73 30 0,80 HW 109 108 48 694,38 50 26 737.35 15 0.80 25 54 144 15 737.14 736.94 15 0,80
l~ CB 58 HW #201A CB 146 1,30 740.75 2; 3 58 9.46 732.83 49 57 30 727.50 727.30 30 0,80 Cg 97 0,64 775.41 222 15 771.26 15 4,68 75 226 145 15 736.51 736.31 15 8.81
>''ES 3 ' CLASS N ROCK P CB 149 2.48 721.54 1 3 56 9.97 733.40 117 58 30 726,91 726,71 30 ___9.56 CB 99 1,30 765,03 150 97 15 760.88 760.68 15 9.47 55 15 729.25 ~ _ 98 15 760.88 54 148 146 15 716.39 716.19 15 3.86 148 15 716.39
. V=4.5fs ~.-~LL.- 35 X27.5 APRON , P / ~ CHECK DAM 15 FROM » 15 18 P 0 . DI 77 ~ X A R N GB 150 3.24 715,63 21 it 77 10.13 720,29 48 56 30 715,49 714.79 30 1.83 CB 98 0,26 765.68 24 761.53 15 2,71 63 283 149 15 710.48 710.28 15 3.84
• , . END OF OUTLET d5a=4.6 CB 77A . ~ ~ , 450-4 ` TI-!lCKNESS 1 a.4' CB 78 3 7TA 0.16 720.96 41 716,71 15 0.80 CB 100A 0,11 750.62 22 7 4 1 GB 153 5.01 705.07 1; 46.7 5 0,80 3 78 ~ 10.39 720,70 84 77177A 30 713.91 713.71 36 0.80 DI 91 1,26 719.00 33 713,85 15 0.80 07 131 150 15 699.42 697.47 30 0.23 152 18 699.01
THICKNESS=9 r; _ MN 81A FES 154 i 81A 10.7$ 719,90 155 78 36 713.04 712.84 36 0.80 _ MH 91A 1,26 723.00 137 91 15 li .5 7 3 9 13.30 15 3.68 pl. 147 0.72 723.50 ' 153 30 697.17
, _ - - MH 81 , : ~ - HW $3 i 81 11,54 718.20 29 81A 36 711.60 711.40 36 0.80 DI 101A 0,67 730.10 23 724.95 15 0.80 ' GB 148 1,05 724,51 U $3 11.65 718.20 53 $1 36 711,16 710.17 36 4.09 CB 85 0,26 724.53 146 720.38 15 4.25 50 27 _ 718.35 15 0.80 51 42 147 15 718.13 717.93 15 3.68
p ..r' MH 84 - ' 6 i 84 712.00 $3 708,00 706.50 CB 87 0,70 718.33 78 85 15 714.18 713.77 15 4.06 DI 151 0.97 704,10 10 38 699.95 15 0.80
; EX FES 5 CB 152 1,67 705.07 3 59 0.04 734.60 205 730.45 15 3,37 $6 15 713.97 , 3 6q 0.18 727.70 35 59 15 723.55 723.35 15 0.60 CB* 88 1,16 714.75 146 87 15 710.60 710.40 15 CB 155 0.06 705,83 07 23 151 15 699.65 699.20 18 0.80 83 30 701.68 15 0.80
D - EXlSTING.67 LF OF ' 5., 0,,. CB 61 n 3'87 CB 156 0.26 705.83 3 61 0,97 727.70 43 60 15 723,14 722,94 15 0.60 CB 90 2,03 708.90 101 88 15 704.75 704.07 18 0.96 83 50 155 15 701.44 701.24 15 0.80
, 42 PIPE 70 BE . • CB 62 • a .:.-w ~ . • • v, REMOVED. MH 68 3 62 1.12 727.20 59 61 15 722,68 722.48 15 _0,60 89 15 704.52 CB 157 0.61 708,36 ; 36 23 156 15 700.84 700.64 15 0.80 36 94 157 15 700.46 700.26 15 3.09
'd"'"`"~-.= ~ EX CD 4 " EX. INV, IN-739,29 ~~•~;r, w-w. ~ • ~ ,~,,,,,..,-r..- , EX. INV. OUT=7;;8.62 ~ ~ FES #25B i 68 1.12 127.90 121 62 15 722,13 721.93 15 1.63 CB 90A 2,51 707.50 67 90 18 703.1Q 702.90 18 1.50 CB 158 0.67 705.36 CB 159 1.10 701,50 50 29 158 15 697.35 69715 15 0.80
_ r~ ~ V=4.9 fps ~ 742, 43 CB 160 1,33 701.50 ; rtes dauble structures ~ Indicates dau Ie structur es FES 161 50 34 159 15 696.92 692,84 18 0.40 160 18 692.70
~ . 31 X40 APRON GB 162 0.23 719.63 ; 63 23 715.48 15 0.60
L- MH 25A „ ..::~.r_~\v. EX CS 3 ~ . HW 2aCA T ~-I~- • ~ # HICKNE5S- ,x,75 . ~ CB 163 0.28 719.63 FES 164 63 37 162 15 715.34 710.01 15 0.80 163 15 709.71
. ! f ~ ~4 DCB 25 CB* 165 1.08 697.21 ; 21 23 694.06 15 0.50
1 r .~/r' 2~ DCB 24 ~ a.83 AC ~ ~ -~,r t n..,,: ~ 0.4a AC CB 166 1.31 697,21 ' EX. MH 167 1.31 697.50 21 27 165 15 693.95 693,85 15 0.65 50 24 166 15 693.67 693.67 15 8.29
r ~ i~ _ ;,,F - ~ CEO 31 rn r a ~i EX. 693.97
; CO TRACTOR, TO , ~ , , ,f 0.16 AC L ~ ~ MH 3 EX, FES 168 'a i ~ ~ i ~ ii B* 169 1.17 694.24 ' 167 15 691.68 24 33 689.34 24 0.80
~ , ~ ~ % REIN VE •EXlSTING ' ~ 2 , , ~ , ~ , u....DRO INLET • p f ; , ~ 23 , 1,... ; I CB 170 2,68 694.20 ; ~ ~ ~ _ _ . 20 26 169 24 689.08 688.22 30 0.31
. . ~ ~ IN5T L MANHOLE , ~ 0.48 AC - _ , „ - _ , ~ ` i t, FES 171 . , _ - 172 15 690.05 170 30 688.14
r/ - . ~ , , f , ~ , ~ +i 8. . '-~00 ~ .i ~ C 172 1.17 695.20 E . , 20 67 691.05 15, 1.49
. b' --`'-J - ~ f ~ ~ , ir,~; ~ , ~ + . w..-- ; , ~ ~ Q~, ~ • ~ ;
\ ti k0 1' / - ~ rp ~C - HW X69 p .r ~ , „y fps I
, ~ ~ - ~ V=2 7 G'~ > > r px,p t , : .1 ~ x2a APRON
~ ~ ~ ~ ~ - a.52 Ac ~s p ~ t ,Q » i ~ li ~ , . , d5a=~
. r... _ CB 30 ~ ~ ~ j; 0.79 AC i rr ~ , 'THICKNESS =1a.0" ,.1 + Indicates dauble structures 30 app, ~ ~ DI 29 ~
~2'e \ ` . f ~ ~ k Q ~ 0.09 AC v, ~ ; ~ - ._...a _.,r~.:rrJ ~ ~ / 6 ~ ti`s ` , 0.30 AC ~ ~ ~ r ~ i
r w„ -,~-.,..,.....,,;r::,. ~ ~
' ~ ~ CB 27 iy. V~tL % ~ t - , ~r4 ~ + , , REMavE EXISTING so ,
, ~ 0.07 Atf ax 5 S .59 AC f I ~ EX, iNV IN-713,0 ~ / ,
. , _ CB 22 C ~ . r . , i . . ` ~ ~ EX. INV. OUT=709.25 ~ ~
1 r / + \ r ~r i.. CB 21 ,'l s<y ~ \ , 1 ~ \ , ~ ~ ~ CB s7 4 ~ ' ~ ~ r ti , ? ~ ~ CB 162 ,
. r' r i ~ ; , ~ TRACTt~i-ss~iAU t~~ti~ ~ 0.52 AC . x ~ 0,31 AC ~ ~ ~ ~ ~ ` , b~ 0,14 AC 0 r'~" I \ 1 ' ~ NSTAL (I RIP ~ / x ~
r ~ ~ SUCW 'CHAT WATER ~Y 1 r ~ ~s - ` . . , SHEET' FLpWS-OYER ~ SIDEWALK- , ~ ,r~ ~ 1 ? I P,FRGM~~ E 2 oar r _ I
~ - / _ . r -1` ~ CR ti' ~ r~ ~ ER~.80TTOM AT , / C ~ s l ~ / ~ ~ 0 ROX. ~
. . . ~ ~.a~ ~ CB 13 ~ (4'R~ ~ ^~A, ~ /EXISTING CATCH ~ ~ CB 66 ~ . r ~X . ~ AND PIPE TO B 'TING CATCH BASINS PIPE TO BE REMOVE
~ p 0.15 AC _ - . o ~ ...w. _ ~ ~ ~r ~ 0.57 AC b;~, s. - DRAINAGE ,a ~ ~ ~ ~ ~ / ` k ~ ` t~ \ ~ NVERT OUT OF EXISTING
DRAINAGE CB 9 0,.,. a , DI 63 ~ ~ s ~ ~ ~ INVERT OUT DIVIDE ~TYP.} , o ~ HW X2028 , ~ ~ ~ ',r ~ 0.28 C V:- DI 65 1;, CATCH BA51N ,ATCH BASIN TO BE PLUGGED
- 0.125 AC ` ~ a . , DMDE (TYP.) ~ oo , 0.22 A s ~ AND ABANDO C / ~ o. , ~ ~i / / MH 68 ~ ~ NND ABANDONED \
~ ' ~ v , , ~ ~ ~ , ~ , S V'0 ~ ~ k ~ ~ ;F` , ~ ~~FES #164 _ M,...1,. ~ ~ / CB 163 _ S #164
y t -r . • ~ a ~ - b ~ i 0 V-3.8 fps ~ ~ 0.05 AC =3.8 fps N
i ~ ~ 1 ~ r ~ ~ CB 20 x,, ~ ~ ~ ~ 16X20 APRON it i ~ ,1 ~ d50=6 'X20' APRON cam; f \\1~, » I
~ r, ~ ~ / ~ ~ 0.38 AC t ~ ~ BEGIN CLASS iV 4~r r i~ ~ ~ THICKNESS=14 k ~ - , ~ u RCP PIPE FOR ~ . n A., , , C NESS= 13.5' INSTALL RIP RAP W/ D50-8"
~ o, r - r CB 8 ~ I , ~ . / x' APPROX, 80 F'f. x7..0 7t'~--~= .l i ~ i z ~ , ~ ~ ,r ' ~ , ~ ~ DEPTH=18 BETWEEN OUTLET AND CHECK DAM. BURY RIP
. ~ r 0,42 AC ~ ~ . ,~,o ~ CB 62 x ~ ~ ~ , Di 64 ~ ~ o 0.15 AC HW HW #2038 RAfa APPROX. f';' `
~ r , ~ ~ r i ~ 0.16 AC ` ~ ~ ~ ~ END CLASS 1V V=4.9 / CD 48 Q , , ~ ~ . , x po RCP PIPE ~ V=4.9 fps
/ ~ ~ o ~ CB 61 89.0 ~ 0.544 A r 89.0' APRON
Z ~ y ~ ~ ' i ~ / C. - ~ ~ ~ ~ v r` '~M ~ t '7 d50=10.7" ! M?' _ { `THICKNESS=24" f
'~ti ~ ~ ~ ~ CB 67A ~ HICK ~ DI 49 ~ - r- ~ 0.03 AC ~
~ ~ ` . ~ C ~ ~ C~ 60 ~ V ~ ~ ~ CLASS 11 ROCK
ql 42 r x r ~ ~ , ~ o ~ 0,14 AC CB 71 A ~ } \ 0.366 AC o :o, ~ \ CHECK DAM 15' FROM END OF OUTLET
~ / ~ ~t ~ ~ ~ / / ~ ~ „.J V ~ ~ ~ 0.05 AC i~ ~ ~ . i
- ~ ~ o 3' BOULDERS T ~ ~ ~ ~ qI 71 0 ~ ~ , i ~ \ ~ ~ . ~ ~ o ~ ~ r 0.1 S AC ~ 5 BOULDERS TO \ \ BOULDERS (TYP.) )ULDERS TOTAL--KEY
~ l -ti~ ~ ~ \ ~ BOULDERS INTO ~ o :r ~ ~ LDERS INTO EMBANKMENT
I ~ ~ 0.970 AC ' 4~ ~ r ~ i ~
~ ~ 1 . . . j, i / ~1.'~;.. , ~ ~ ~ ~ ~ A ~ ~ Di 44 ~ . ~ , ~ ~ ~ / ~
/ / / ~ - ~ 0.0926 AC ~ x'" t' RISER 74 Z #74
~ / . l \ i~/ ~ i I ~ ~ i ~ CB 54 ~ ~ .c ,
% ~ kd~ ~ ~ 1 ~ CB 50 ~ ;'O CB 72 s' ~ SO DI 45 ~ ~ ~ ~ ~ ~ SD \ wG` ~ , . ~,r 0.06 AC F' ~
~ ~ ~ ~ ~ / j / / r \ \ ~ r ~ / 0.49 AC D{ 70A ~ ~ ~ ~ ~ 0.75 AC SLOTTED DRAIN
~ ~ Q~ , ~ ~ A r / ~ > ~ 0.16 AC j x ~ ql 43 ~ CB 53 71.32 ~ / , ~ ~ ~T ~
~ ~ l~,.. 0,569 AC , .2 ~ ' 0.49 AC ~ h
ao
TOTAL. PIPE LENGTH PIPE STRUCTURE INVERT plpE 9 12-27-06 REVISED CB 77A, 77, 78 INVERT INVERT 8 1-q4-06 REVISED PER MECKLENBURG COUNTY COMMENTS BAS COMMENTS ASH
DRAINAGE LF DIA,{IN) EN { ) AREA AC SLOPE IN OUT 7 06-13-05 REVISED NW2026-2036 70 3 60" PIPES, REV. STORM FOR WE7 01„JT ~ 6 04--02-05 REVISED CULVERT RIP RAP APRONS & ApDED WATER QUALITY STORM FOR WET POND ASH WATER QUALITY POND RKM
~ C t„~ 5 02-07-05 REV{5ED STREAM CROSSING FOR STAGE I & II iAGE I & it RKM
a p HW 200A 33.8 95.00 54,00 741.68 741.68 4 12-6-04 PER COUNTY COMMENTS 3 11-23-04 PER TOWN AND COUNTY COMMENTS ASH NTS GWF
HW 201A rv 739 06 ~ 60 0 30 60 120 240 2 09-22-04 REVISIONS AS PER TOWN AND COUNTY COMMENTS 1 06-22-04 REVISIONS AS PER 7QWN AND COUNTY COMMENTS COMMENTS AJS COMMENTS AJS
N0. DATE REVISION BY
~ HW 2028 180.2 46.00 Triple 60-Barrel 1 713.03 ~ HW 2038 713.03 SHEET TITLE 713.02 0.00 (IN FEET ) PROJECT NO. 290286
~ Triple 6q-Barref 2 709.92 709.92 1 inch = 60 ft. SCALE
w c ,tic 709.09 1.80 v 1 60'
0 ree e S a Ilo a IS Ltr a Tri le 60-Barrel 3 713.83 p ~P 713.83 DATE 03/08/04
• r • e a F ~ ra a ran s a a ins a e au s~ e o cree e ~rn1 PREPARED BY 713.82 0.00 DRAWN BY
ro I ~~il I i l 11r~ PROJECT ! BAS/FLA
m ee s ee r ~ c es~ n. n HW 204C 44.6 111.43 60.00 732.00 CA ~/i 732.00 0.'i . , ~ C ~ ~i f ~1 s'I 4 CHECKED BY
a ?5" arm ~ e S a e C aSS HW 205C c8' 73a.47 1.37 ~ • 9 HI~NTERSVI~LLE TOWNSLIIP MECKLENB~ AJS KLENB URC COUNTY DRAWER NO.
N cu ver ea wa s na ~n cam Dance w~ ec en ur ~ a n I , 1 • • • NORT.H CAROLINA 5--14
y HW 206D 76.4 84.00 66.00 690.80 oun an own a un ersv~ e s an ar s ec~ Ica cons ar ea wa . s 690.80 ~ AL POST, aUCKtEY, Scr1uM & JERIVIGAN, 1NC, ~ 17637 SHEET NO.
Hw 207D r • r 688.88 2.29 )N) L. L. C.
s a ave es~ n raw~n s sea e a an su mi o a~ m I i 5200 77 CENTEF2 DRIVE SU 7 ~ i E 500 ~ F r ~ J NE. ~ C00
ec en ur aun an a awn a lin ersvl e. HW 208E 355.5 94.71 DUAL 96 683.26 6s3.26 cHaRLO~rrE, Nc 28217 ~ ~ ~ 13815 CINNABAR PLACa PH 704 522-7275 / NC E~' t /i ANT . ~ ? PLACE
y HW 209E :z 6x2.52 0.77 ~Ax 70 525-2s38 i~ ~ HUNTERSVILLE NC ~8O E ` ~ vVWW.P SJ.CQM dill i I l1~ ~rJ VC 28078
U C7

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~ ~ ~ - N ~ 1 1 ° Y sFCr ~ F.P.E. Ra ~ I eU~ co N 1 ~ /
o ~ 5' SIDEWALK o rpp sS 717 4 ~p 1 ( ! s 1 fiJ ,~t 721.89 F~ r ~`c ~ 2 F.P.E. ~ o
Il 'BCD ON ~ y. .....,.w.._...M..,........~.......,...•. 20 op 718.42 n r~
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72.4.32 h• o ~ 721.89
5 SIDEWALK e 2 , 7 ~T1(R.) q \ . . Spy. 2.,~ , `147 ~ / '`e , sue. I TM 1
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3
15 F.P.E. ~ ~ 1 FP_ ~ ~ 0 724.32 I . C.
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/ ~ ~ W qw - °r' F.P.E. ~ T 725.6 i ~........v...._....._-....
/ ~ ~ , ~ ~ 724.32 ~ rr
~ a / ~ 183,E , ~ 100 YEAR ! ° - , o - ~ 1 ~ ~ F'LQQDLINE t r
/ of ~ .--.T. ~ _ J i x I!`
~ - _ ~ ~ ~ ~ s~aEwAL r ! 1- _ _J TRACT A
o ~ o a TYP. \ ~ ) t'~' ' F.P.E. - I ( i / 725.6 ~ ~ NO . OR FORMERLY .r )R.MERLY
~ ~ c r' ~ . ~ 1 ! / ~ 2 .61 ~p os - t - ....-_....---.W.~:U.~ ER MLLE LAND COa Fos ~ ! _ 4 ND COMPANY
/ ~ ~ - . / ~ ~ ~ ~ T~ _ t~- TAX ID S ~ 1 >9~~D3-11 01 -11, 019-271-01 r
_ ~ w~ ~.l ~ ~ ~J D19-211-16 D19-D54->?4 ..m...C
- _ - ,_M.. _ _J MOUNTABLE / ~ - o J 4 - 24,-,T...Q.1 9-:....5 4=Q
CURB RAaIUS ~ r _ _ ~ _ J _ . 5 6 . ~ ~r Aso. } _ _ _.1 J 1 ~ ~ _ ~ / - _ _ w 1 o
~ ~ / \ ~ " - ~ - ~.J ~ 34.870 ORES f F.P.E. r I f= P W + t . . F.. ~ ~ ACRES
A ~ ~ 0 ° s/ / ~ oc , 729.37 ~ ~ ~ DOES NOT INCL DE POS ISLE G ~ ~ 72 a.6 , > I $TBLE OVERLA" AREAS
" a ~ RW 1 o a / ~ \ o a _ R ~AC~S~~~ . • rNCLU Es Pa~ 'ES POSSIBLE { GAP AREA)
~ ~ ~ cn r. ~ ~ _ 2 f5 2. ~ J .,.,soe ~ . ® TRACTS A G 29° .759 A ~ 759 ACRES tO TAL
~ \ x~i
i }
/ \ EP c- / / / ® p ! ~ i
o / ~ \ / ~ ~ 2 cov ~ y 6 r 0 725.61 ~ l i
/ / ~ ~ a v N x E . • ~ ~ { 732.65 ~
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~ry = ~ ~ ~ F T, 2 / ® ti
. ~ / o ~ i i
\ , ~ Tf r ~ F.P. ~ - -J I e YR ro E cF~, ~<o N I r ~ i
~ ~ ~ ~ ~ ~P Q ~ / a i ~ w ~ ~ ~ 6 73~ o0 1 729..,7 ( i F.P.E. •65 1 i
W ~ j ~ / l tU ~ / r . / ti ~ / 1 0 0 \ ~ 732..65 ~ M_...._-.....__....._-...•......- 1 t i
w i ~ a / , / r / / / ~ ~ ~ > ~ co ~ _ - t i i
/ ~ / ~ / ~ ~ o w ~ ! 1 ~ o I ~ 1
_ w~ _ J n --.J ~ \ ~ ~ _ h~ ~ a Pc ~ a ~ ~ ~ ~ ~ G ~ - _ ~ ~ Q~6 ~ ~ 150, 00' _w......__._...._~.... . w.. ......w~
\ 1 %a ~ ~5z ~ J I I ~ ,J I ~ I N2 s
/ - ~ 1 ~ ~ ~ o ~ I ~ ~l ca ~ 1 ~ 00 i ~
/ '°o ~ ~ ~ . , \ ~ ~ / u ~ 1 cF~° ,t FL s . ~~~~o Ir~~~. i f..~....._......-...~....._..._ . w.._... ~ 1
\ o/ \ / / ~ ti 1 I ~ ..~...•w-,. 7 ~ ~:L ~ r 35 86 ~ ~ . , r ~
/ x . a ~ . ~ 1 1 ) ~ 12' I 1 ! I
M > \ ,k, I ~ F.P.E. ~ ~ 1 I X 1 ~ {
. ~ o / ~ \ a / ~ ~ ~ / ~ ~ 735.86 f a ~ . ~ ! 1 ~ Q
f r ~a ~ , \ I 4 ~ M( / ~ r ~ " I i ~
/ \ s ~ ~ ~ / x ~ ~ c~ o ~1 ~ I - ~ / ~ ( ~ MOUNTABLE C I ~ / E•iANDRAIL5
~ \ o / ~ i 1 R~ ~ RADIUS I / _ I CURB j C , ~;6~" 4 a I ~ .84 ~ f RADIUS
t`5' ..r. / MOUNTABLE . s. ~
/ _ o~__~ r .w I !
i / / \ „
~ t ~ / ~ ~ !
i \ ~ ~.e . / sx a~+oo ~ a~+oa az+oo ~ ~ 23 +IM?
_ o rn 35: i o PG 0 +0 "
/ \ \ 1 ,a} \ , TAPER p 35: i --i - _ z8+ac r. TAPER _ _ z9+oo
A ~ ~ G gyp, ~ p OU ~ .r.-~-.~.--- _ _ } 31 +00 - t~---...-_-. 2+00
/ / t / \ ~ s / ~ ~ U
~ / a ~ \ / / ~ i-
~ .y ' ~ ; ~ / DWI 1 OO YEAR ~j~ ~ 391.1 ~ to
1 ~ / / I ,_...75.00 _
! I ~ N .....~.....~...,W..T. / I ~ / I 5 SIDEWALK
\ „1 1 ! o° , / ! TYP. i .,,1 TREE LEGS D ( ) , _EG old`"'"
\ ~ - i S / u~~~~~~ ~ ~ i / ~ e / ® ! ® ! I / 1 ! / o o ! SYME30L TREE ! ! ~~os~, ; TREES
s i \ / culls / ~ i I RADIUS / / F ~ ! J/ ~ s ; ! ~ F SMALL
1 i ~ c, F.F',~. i ~ " 1 ~ • ~ ~ • / ! ~ ~ CRAPE MYRTLE / / ~ MATURING / ,v o ,APE MYRTLE, EASTERN REDBUD
1 i I 748.35/ i ~ / i ~s~ ~ ~ ~ 1 . r. / Q d^_ 748.35 ® / 002 / / / ~ o aECIDUOUs l . / ! ~ i ~ i
' ~ ~ ~ N i r i ~ / / / i ~ / LARGE ! I SYCAMORE, E~ YCAMORE, EASTERN RED OAK,
ti ~ ; / / / r ~ i i / / / / / ~ ~ I MATURING ~ ~ LAGEBARK ELi . > o o I DECigUOUS kCEBARK ELM
~ } ~ ~ / ! ~ i ....W., • ' F
f / d i / ~ ~ i , ~ / ~ ~ ~ ~ ! o ~ 1
tr ~ 1 ~ ® ~ / ~ ; ~ 1 ~ ~ I ;
I , 1 ~r , t 1 T t ; ~ i 75.00 ; i ! ~ ' 75,00' ._.a L_ f ® i * ~ ~,.....~.i.w..
~ / ~ 89.4 ~ ~ ~ ~ ~ j i ~ ~ ti~ ~ CC 2 81.09 _.~1 ~ _ . M.. c
~ ,I ? ~ O (J ~ / ~ r # 1 %
~,M..~ ' ..,........1" 4 ~s \ 4 ~ ~ 1` ~ J ~ ~ ` 6 7-03-06 REVISED PER TOWN OF HUNTER ~ 1 ' 5 1-4-06 REVISED PER MECKLENBURG CC OF HUNTERSVILLE COMMENTS YKB LENBURG COUNTY COMMENTS ASH
. r.. »...,..«n...... . ........M.... \ ~ / J tr ~ \ ~ ~ 4 1-4-05 REVISIONS TO FPE ELI TO FPE ELEVATION ASH
di ' ~ ; ~ ~ ~ ~ i \ - - ~ 3 11 23 04 PER TOWN AND COUNTY f 1 VD COUNTY COMMENTS GWF
~ ~ I i - / N • ( ! 2 09-22-04 REVISIONS AS PER TOWN AND C 1 06-'-22-04 REVISIONS AS PER TOWN AND C TOWN AND COUNTY COMMENTS BAS "OWN AND COUNTY COMMENTS BAS
C U. ACCESSORY 60 0 6Q 12U 18Q NO. DATE REVISION REVISION BY
~ BUILpINC 'g ABUII,DIN~GY ACCL5SU[2Y AIIEY ALLEY ALLEY BUIIDUJC PROJECT NO.
~ ALICY SHEET TITLE ALLEY 0 290286
C S 3' MIN. REAR _ 5 MIN. REAR ~ 3' MIN, REAR ~ 3' MIN. REAR ._.v... w...,.r - ca F 3' MIN. REAR .7' Flit+. REAR 1'nN0 ~ 3' MIN. REAR U ~ YARp PRINCIPAL Lnwn YARD PRINCIPAL YARD PRINCIPAL 3~ MIN. REAR ~ YARD PRINpPAL YARD (ACCESS, (ACCF:SSOR'f BUt,Il71NG} ~ rt YARp ACCESS! 3' MIN. REAR ~ ACCESSOR ,7' MIN. REAR ~ ~ I ~ ~ rr W ~ YARp ACCESSORY ~ BUIIpING 3' MIN. REAR YARD ACCESSORY f'a SCALE 111=60'
N lawn B Al.CDNG5CRY k ACCESSARY & ACCESSORY Lawn YARp PRINCIPAL ~ b: ACCESSORY BUUCtNG) 8U4DINC ~ BUILDING BUILDING & ACCESSORY BUILDING 2S MN. REAR Lawrtµ ~ 2a MIN. R[~:AR YARD Q 6'/18' BUILDING .p Lawn MIN MAX Lnwn I.orn YARD PRINCIPAL PRINCIPAL BUILDING Lawn 8U4DIN0 YARD ACCESSORY , ~ BUIIDINC BUU,DINC 25 DATE
~p D' SIDE SETBACK .I 1 BUILDING 18'/RO' MIN, SIDE CORNER 5'UF, SETBACK 41 6D' SIDE SETBACK SETBACK MRJ./i,tAX. y SIDE SETBACK SIDE SEIT3ACK SIDE SETBACK ( SIDE CGRr.ER SIpE SETBACK g 25' MIN. MIN lawn Lawn p per, p`~/ B' SIDE PREPARED L7 i 3/08/04
/p PRINgPAI 5ET$ACK C.5 0~ SIDE SETBACK BUILDING o 5 CDRNER SIDE SETBACK SIDE SETBACK sErBACX 111 I 1 I 1 ! ~ F'R4JECT DRAWN BY
a PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL PRINCif'A BUILDING BUILDING $UILOINC $UILDING L suu.DtNG PRINCIPAL 6' 510E CAFE ~~i PRINCIPAL \ , , . ~ / BAS/FLA 4^ r CHECKED BY
~ BUILpiNC CORNER . 4 , PRINCIPAL N sETBncK s'/1$` s /18 6 /t9' 's/ 7 rt;'/;a' BuILpINc ~ ~ . DES ~ r ~ ~ PRINCIPAL ~ ~ ~O AJS
O 0'/6' MIN./MAX. MIN,/MAX. MIN./MAX. MIN./MAX. MIN./IAAX. MIN. fnIAX, O 0'/6' MIN,/MAX. FRONT BTL FRONT FRONT FRONT T SON' FROY't FRONT 81t o 0 0 BTL , _ ~ BTL O'/6' MIN./MA7 BUIIDINC # P E • HUNTERSV.ILLE TOWNS .Hx CKLENBI 0/6 MIN./MAX. 0'i&' MIN./MAX. ~ O'/6' MIN,/MAX. ~ FRONT BTL FRONT BTL FRONS BTl . LENB URG CO UN V .t Y DRAWER NO.
C , , r < B1L BTL j. - FRONT DTL r ewa R ...,..ti , p c ~ Sidewa i ewa ~ X r ewa ~ , id,~wE;~,~ _r. ~,:,~'idewa`~i , , . ~ ~ NORTH CA 0 • R LIN 5' w I S AL ~7. 8--13
C > ]'~~L.l~.id~t T~tGAL.4~I~.L82T ~~.LS~t I~f'ua- ~~rtNg~T ~ ~ct~t~~~t ~,~„~RI Tt~~ {N"~,~ ~ 'I1Pt. ~ ~ ° 28933 PQS7, BUCKLEY, SCHUH & JEFtNIGAN. INC. T T SHEET NO.
~ 5/'AIC: NT5 SCALC: N15 S6ALf; N15 SCN,C~ NTS SGAU: NiS SCµC: NiS SCAlE: kTS SCAtC: N13 5200 77 CENTER DRIVE, SUITE 500 °,°~rN~.°, O1 11 L. L. C. 03
ATTACHED UNIT ON LOT TYPE-NC 16-25' WIDE LOTS - r ~ } DETACHED UNIT ON LOT TYPE NG 75 WIDE LOTS DETACHED UNIT ON LOT PYI'E-NE 9U WIDE LOTS C ) ~ DETACIiE ~ / ~ \ , cI~ARI«aTTE, Nc 28.29 7 , N ° • ° ° . ~o \ 13815 CINNABAR .LAC DETACHED UNIT ON LOT T~'E NC (60 WIDE LOTS) PH 704 522-7275 'i ~R NP R PI A. CE Cl NC 280'78
i, Eq S. ~ F,~x (70 } 5252838 . r ~ HIINTERSVILLE NC X80
VVWW.P J. C? ~lIIIllil ~ BS C M
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e ~ ...............~~........M............,.M_.......,.....__................, E 3 ..........~..__...,...W............,_........,, E ~ 1 f ' { ( '
i 1 i i t ...,...W~.........__,__... 90.14' 90.14' ~ i w.._.~... 70.23 ~ 1 64.88 ! 1 ~ ~~--..,.....~........,..._m j i
3 f t ~ i _ _ 1 F ~ ~ ~ ~
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~ ~ I t e ~ V 1 ~ ) ]1 I 7 1 i
i f i ' I, ~ I r f; I ~ r i
'l i l ~ I; \ I f j; t
' 1 ~
f j F.P.E. 694.24 '0, ; F.P.E. 694,24 t~ \ F.P.E. 691.60 , i F.~ .E. 691.60 i
.,1~„-•.... 1 i ~ , I~ I 11 I 11+00
l~,` s 1"`~ N I~ i ~ A0+00 - ° -'i
3 ,.r' I I ~
1~ ti. f ~ ' ' ~ f0 I~"''r.--- 5~ ~.0 ~ 9
I f ~.4 I fl .f ~ f I' ( ~ ~ I
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i f' i w-..,...................... ....._.m.... f f f. I~ 8kQ0.- i ~ d HANDRAIL. •
if r 4 Cfl ~ f ~ ~ 6' Nw 76 C~V
f i ....1. ~ g1.7 0.7y 102 ~ , .Y ...,.i... 79.85 N I kip ~ v,~A

ff rar pppr rrr arr aar ewrw ..wr
f ` f / 1' pear wmr .emu ~eors iso w.mw y` «r~ ~
t ~ kk `r
d" .~„a,...~,..,,,1p d i K?~' ~1f
~ 8 °"A• 1 q4 YEAR EENWAY j
~ e l r_ wrpr wpw ~ J
d'' ~ / ~ \ / ~ O f o7.J9' / ~ ~ --HANDRAILS . ,d A CRES WORM "Wow
/ / a... prop pppr ~ ~ ~ ~ ,i / / -r .00 "WOW womw
/ / ~ d ~ . / ~ L \ ~ / c
? RETAINING / o /
? Q \ 2 WALL TO BE ~ \ "'0 ~ ~ t / d / ~ ~ r~ ~ 000
SIGNS BY ~ ~ DE D l / ~ ~ Y o i / / ~ -r ~ /
OTHERS ! ~ \ ? ~ ~ ~ ~ ~ r.....~ ti ~ ~ o~ 1 ~ o o C
~ ~p e . ~ ~ U o o B / ~ li, ~ ccl N o
. ~ - , ~
0 1 -6 STANDARD r' N w CURB TYP. \ ~ / 1 o / r n o o w "WOO
N ~ , ~ ~ P" 0 ~ e.R~~ , Fos ~ 1 0 / I w~"
\ rr» o ~ cp sF~r1p ~ s ~ ! r.,
~ ~6, ~ \ \ y... ~ t e ,~r ~ ~fl QUO D6 ~ 9 ~ r°' 6C~ ~ ~ ~ ~ ' ~ Q v ...,,,.rr1~ s~2o I . oQ o ~ ~ o, d 2 I w o
z~ ~..d ~b \ ~ oa 8 ~ ~ ~ 1p0 YEAR o ~ ry
~ ~ s 0 ti ~ FLOODLINE a~"~ ~ r
o ~ \ o k 2~ / ~ ~ p v ~ ` / a ~
r \ o r 1 ~ ~ \ ~ ! / ° MOUNTABLE ~a ~
\ ~ y ~ 1 cv k c~ ~ ~ ~ / I CURB c] ? / RADIUS
C ~1 i > \ ~ ~ d W~ / 85,1 f ' ~(5 tL Q o 1 / , cv d
\ ~ ~ , r ~ ? ? °e? oo / 8p ~ v o ~ p / ~ ~ ~ ~ ~r ~ o A0k00
o ® oo i ~ 1 / x / f ~ ~ ~ ~ n' ` 0~ oa m \ cn~c~ w 1 ~ ~ 3 cv
~ ti 5 SfDEWAL ~ a x . s ~T1 ~ ~ ~ , s° , r ri a ~r a a ~ L~ U ~ \ ` ~3$rt~ 39.00 _
(TYP.) ~ '"w» ~ ~ \ to W ~ c!J Od
I , ~ 0 ~ ~ 85.19' r
?ax X A ~ ~ on o~ a L 5 S(DEW~LK °o ~ W ! ~ TRACT A
/ ~ ~ ,r,oo /h ~ r~, TYP, \ ~ ,1 ~ ~ o ( 2 u D~ r ~ \ s MOUNTABLE CURB l ABLE CURB I ~ 'r. OR FORMERLY/
$ ~ ~ ~ v x ~ TM ~ ~ AROUND fsLANa ~ ISLAND . ~ f ~ ~ ~ ~ e' , ILLE LAND CO PANY
rn ~ 1~' ~ \ P ~ t ' !
• ~ I ~ IM n 4, . ~ I \ i to ~ ~ a s~\ 1 ~ STANDAR ~ / / sn i ~ ~ ~ 9-203-"-. 1, 01 -271-01 )19---054-L24, 019-54-03
Q rn ~ rn r~, C (TYP.) ~ / i p ~ e ~ 'i i r ;
~ 1 ~ N 1 a~ w e~~ ~ ~ i co W Irn I . I , 0 ~ ® ~ --20, 01~--061-`07
~ 2 / , r s -L . ~ a ~ r ti 4.47O ACES i
I ~ ^p ~ ~~U . r ~ o~ p
~i r, • ~6 ~,r ~ ,0 / r o T % ~ a I ~ , a F.P.E. 7 3.~2 ~ E POSSI ` LE Ol~gRLAP AREAS \
~ i / 7.2 , ~,9 • ~ C i l~ w» p........w...r to HANDRAIL 5 ~ F; INCLUDES POSSIBLE CAI.D-
w c~~ ~ ~ 3 ~ , ~ S ti ra ~ ~ ~ D r , 5 to 0 9• ~3 i ~ ~ ~ 0 ~ p 1
rn ~n r ~ _ ~ k ¦ ti o n '~,$0~ / ~ 5 s 3 ~ i AREA i i--
'~p,• stn, r r 8. vi ~n n~ ~ ~ Q - +00 87.61' d CRO .4"" / SECTION 3 ~ - . 292.75 ACRE' TOTAL
~ 1 ~0 ~,~4. ~ of ~ 31+04n ~ 1-47.2-9-- 9 I---._.,,,,~,ry, ~ ~ i 00 Y~ Fl_OUO I
1.4 ~ ~ EL~V= 01.14 7058 ~
X160.00 ? • ~ ~ ~ I P•° i r N 16.23 F.P.E. 702.14 ~ ~ I ~
7 ~ t I ~ 1, g5 o ~ u~ w~..__.....~......,...~........ .m........w..~,............
156.00 ~ / o
U •e~., ~ i , N ---.I~.~:: 70>.~2 ~5 SIDEWALK _
1 s ~ ~ ~ _ ~ TYP. 1 ---435:~a'._._ ~ ~ ) 1
~5 0/~, S ~o ~ ~ I 1 -5 STANDARD' c~ ~ . ~ ~ ~ SIDE ALK I F. E. 702.14 (TYP.) I t #
sr ~ ~ / ' \ rv o ~ ~ YP. p / h CURB (T ) ~ r / j i
~ 1 -6 STANDARD ~ a Q•~~ '`o, xS ~,J ti~~ ~ CURB (TYP.) ~s ~ ~ / ~ ~ ° ~ n 1 SQL
~ ~ o°I ~ ~ ~ o ~ ~ ~ \
o ~ o ~ ~ MOUNTABLE a ~ ~ ~ ~ CURB ~ o j s ~ ~ 1 -6 STANDARD ~ ;,~4 = ~ ~ ~ -E,,........ n s a CURB {TYP.) L J
RADIUS ~ ~ `~°E ~ s ~ / ~ ~ s, ~ ~ ~ / ~ ~ cR T _ - _.I ~ ~ Eoo ss ~
~ 3 .l ,r' ~ ~ M ~ ..I ~ A ~ a ~r~ ~ ~ .E. 702.14 F~~R
~,A ~ r / ~ - ~ ~ 3 1 F~ ~o F.P.E. 702.14 C ° ~ Or ~S J ~ ~ 'r~ ~
Ca ~ ~ ~ ~ ~ ~ is r
~ 5 SIDEWALK ~r ° s ~ w ~ ° --....~~~~--.w~.99`, CURB TYP. h ..Y.........~._. r S -16:$1-
f ~ ~ TYP. i / ~ a
1 ~ 0 rS \ \ ^ u + CRQSS SECTIQN 7 ~ --.~3~.}p _
MOUNTABLE r~ ~ r. ~ ~ cure ~ r X00 YR f"FOOD ~ o 702.14 f.~Fv- 1J1.,~+ 1 F•P.E. l ~ f
x RADIUS ~ ti `y , ~ 0 6 ~ S o~ 7x2,14 ,
~s ~ _ THE _ ~ . TREE LEGEND €
s / w . / ~ / tiw. way p --~g.44:-"'-.~. M ~ SYMBOL SYMBOL TREES
/ ~ o ° S D ~ F p s S t O ! 100 YEAR SMALL G # CRAPE MYRTLE:, EASTERN REDBUD
~0 ~Y ~ ~ ~ R ~ F~` F c~ ` FLOODLINE MATURING ~ C o 1 ~ o N F.P.E. ~Q r pp g © DECIDUOUS US
o~` ~ ~ / fit, ~ ` ~ . . ~ z , ~ ~ ~ L z > t 1 a ~ ~ 705,17
~ c / ~ a rte"` ~ LARGE ~ F.P.E. \ ~ / 1 f ~ MATURING G SYCAMORE, EASTERN RED OAK,
~ ~ ~ ~ I ~ / 703.65 ~ ~ ~ ~ ~ Q DECIDUOUS US LACEBARK ELIO
g' 1 ' y ' ~ / ~q~ / ~ `~i l ~ b 4 `9' • 6 i 1 - °
¦r wl ~ Mlnn ~ rDr rw n r rlr >tr rrrrl~rr r¦ ¦
ti 8 1-4-06 REVISED PER MECKLENBURG CC LENBURG COUNTY COMMENTS ASH
7 06-13--05 REVISED LOTS OFF OF ALLEY GATOF ALLEY GATOR, REVISED RETAINING WALLS ASH
6 02-7-05 REVISED STREAM CROSSING' 5 1-4-05 REVISIONS TO FPE EL1 A CROSSINGS FOR STAGE I & II RKM TO FPE ELEVATION ASH
a w 4 12-6-04 REVISIONS AS PER COUNT' 60 0 60 120 180 PER COUNTY COMMENTS ASH
ACCESSORY j BUILDING I 3 11-23--04 REVISIONS AS PER TOWN AND C TOWN AND COUNTY COMMENTS GWF
ACCESSORY ~ ACCfS5L'ftY U ALLEY ALLEY BUILDING ALLEY BUIUJi4C ~ ALLEY 2 09-22-04 REVISIONS AS PER TOWN AND C A1.lEY 1 06-22-04 REVISIONS AS PER TOWN AND C TOWN AND COUNTY COMMENTS BAS TOWN AND COUNTY COMMENTS BAS
N - m v- - - - _ - Scab; 1" = 60' N0. DATE REVISION REVISION BY
Q. ~ ~ 3' MIN, REAR 3' MIN. REAR ~ MIN. REAR n a MIN. REAR 3' MIN. REAR 3' EIIN. REAR YARp o 3' MIN. REAR p YARD PRINCIPAL town YARD PRINCIPAL YARD PRINCIPAL ~ J' MIN. REAR YARp PRINCIPAL YARD (ACCESS. o Lown ~ k ACCESSORY DULIDING) n (ACCf:SSORY DUUpINC) ro g~RpDIA~CESS C & ACCESSORY k ACCESSORY k ACCESSORY ~ YARU PRINCIPAL. n • w ,-.~,._o 0 Lpwn BUILDING DUILOING DUILpING ? & ACCESSORY DUILUING LQ 3~ MIN. REAR ; ACCESSOR 3" MIN. REAR YARp AGCESSCftY ° BUILDING 3' MIN. REAR p YARD ACCESSORY BUILDING YARD ACCESSORY r 6UIlAING PROJECT NO.
U 6'/Ig' BUILDING 7.5' MIN. REAR ~ 2~ MIN. REAR YARD Lown Lown Lawn YARD PRINCIf+AE PRItlCIPAI. DUILDINC 2ti 0' SIDE SE1BACK MIN./MhX. BUILDING tg' qC' Mltd, town BUIIpING 2S• SMEET I~T~,•l.. MIN, 2S' lawn lawn 290286
N 51DE CORNER I / a --SIDE SEigACK C 60 SIDE SETDACK SETDACK MIN./MAX. Q S SIDE SETDACK SIDE SETDACK SIDE SETDACK SIDE C(ktNER SIDE SETghCK b MIN. 5.a-- 6 SIDE 5DE SElEACK SIDE SETBACK - CORNER SCALE 1" =60'
U PRINCIPAL SETDACK 0' SIDE SETDACK BUILpiNG PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL pRINC1PAl. SETBACK DATE
A BUILDING BUILDING BUILDING DUILOING Ol11LDING PRINCIPAL 6' SIDE 9 7--03-06 R V1S P R PRINgPAI. E ED E TOWN OF HUNTERSVILLE COMMENTS YKB BUILDING 20' 3/08/04
~ DUILDING CORNER PRINCIPAL SETDACK D'J78` 6'/18' 6'/1D' 78 /aq' t 8' J~tO' DURDING ~ 0'/6' MIN./MA%. MIN,/MAX. MIN./MA%. MIN./MAX. ~ MIN,/MAX. M.N./MAK. PRINCIPAL ~ BUI(.DING ~ I I I I ~l~J PROJECT DRAWN BY
0'/b' MIN./MAX. FRONT d FR~71 Dn FRONT FRONT FRONT - FRONT 0' 6 MIN. A' FRONr DTL ° Dn a T ~ DR. " gn / ' 1M ~ ...y.. ~ • ..wr.ni ~ 0'/6" MIN.fMA%. 0'/6' MIN./MAX. ~ 0/& MIN./MA%. `~1 (w J~ ' FRONT 8TL FRONT BTL FRONT B1L N L+AI ~ BAS/FLA
'C i e a idewa ~ D L ~ - FRONT 8n G o ~ i awa i ewa ~ ,~~gwei~c , : _.:.ia,:m :'^$idew"'~Ikp ~ p p _ n .Sidewalk" ' ew° ' ~ ~ ~ (JF~ 4 CHECKED BY AJS
N rn(yt H~TNTERSVILLE TOWNSHIP MEC.~LENEi i ~cu~g~ ~n~n ~n1r LEND URG COUNTY DRAWER NO.
J 5CAlt; Ni$ SC.4E: NI$ SCA4E: Nt5 SCALE: Nis Sa/d,f: NYS SC1,tE: NIS SCni[: Nt5 SCAIF: NTS C O s~: ~>s ~ tr~ NORT.~ CAROLI A N SEAL 8-12
ATTACHED UNIT ON LOT TYPE--NC (16-25' WIDE LOTS) DETACHED UNIT ON LOT TYPE-NG 75' WIDE LOTS DETACHED UNIT ON LOT TYPE-NE 90' WIDE DOTS DETA,CHE ( ) ~ } ' POST BUCKLEY, SCHUH & JE13N{GAN, {NC. ZSJ3 DETACHED UNIT ON I~OT TYPE-NC (60 WIDE I~C?TS) . SHEET NO.
m "ON L. L. C.
5200 77 CENTER. DRIVE ~ UiTE 500 G I . ~ ~ ~ N~-. ~ ~ CHARLpTTE, NC 28217 ~ q • o ~ 13815 CINNABAR PLAC i~ Np .R PLACE Cl 02,
PM (704 522-7275 , NP SAX 70 52a-2838 A S c } HUNTERSVILLE NC X80 NC 280"78
~~~Ill I11~~ , WINW.I~BSJ.CC)M I f

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\ ~ ~ \ ~ v , /r 5 SIDEWALK © LOCATION ~ ~ / Q ° ~
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s 5 04--02-05 REVISED CULVERT RIP RAP APRONS ~ SDE FOR HW20213--2038 RKM P APRONS & ADDED WATER QUALITY POND RKM
4 02-07-05 REVISED STREAM CROSSING M CROSSINGS FOR STAGE 1 & it RKM
r~. ACCESSORY pUILDINC .I 60 0 ~0 120 180 3 11-23-04 REVISIONS AS PER TOWN AND i TOWN AND COUNTY COMMENTS GWF
~ ACCESSOF.'r nt;Ck;SS`JitY ALLEY ALLEY AUItOINC ALLEY I GU;,;,'~~.C .--.-n_.___.._.._.,._....._._._...-.. ALLEY 2 09-22-p4 REVISIONS AS PER TOWN AND ~ ALLEY 1 OG-22-04 REVISIONS AS PER TOWN AND ~ TOWN AND COUNTY COMMENT'S BAS TOWN AND COUNTY COMMENTS BAS
N 3' MIN. 2EAA MIN Rt:AR ~ N0. DATE REVI510N 3' MIN. REAR ~ ACCESSDRY 3' MIN. REAR REVISION BY
Q. ~ 3~ MIN, REAR 3' MIN, REAR ~ ~ 3' MIN. REAR 3' ^di'I. RE~~R YARD 3' MIN. 2£Af YARD PRINCIPAL Lvwn YARC ACCESS. ~ - - • o ~ YARD PRINCIPAL YARD PRINCIPAL ~ 3' MIN, REAR a YARD PRINgPAI. ( ~ , (n;.LtSludr 4JUUOINC) ~ YARD ACCES ~ & ACCESSORY k ACCE5S02Y ~ ACCESSORY ~ Lawn YARD PRINCIPAL ° & ACCESSORY $ULIDING) I ° - ° O L°~ pUIIpING pUILDINC pUILDINC ? & ACCESSORY BUILDING F3UILDING Lawn ° YARD ACCESSORY 8UI1DiNG 3' MIN. REAR o YARp ACCESSORY ~ Scale: 1 60 BUILDING YARD ACCESSORY BUILDING BUILDING 25~ SHEET TITLE PROJECT NO.
25' MIN. ROAR ?a F'IN. REAM YAfiD Lawn 6'/t p' BUILDING wn w YARp PRINCIPAL PRI;tCII~;.L AUR;)ING 2:i 0' SIDF. SETHACN } MIN./MAX. La (.o n gUIL01NG MIN Lawn 25' MIN. Lawn Lawn MIN, 290285
SIDE CORNER 18•/4C &D' SETpACK !,{IN./MAX ~ `~!Di S;:ii?ACK C 0 SIDE. SE'ipnCK SIpE SEipAq( SIDE SETpAGK SIpE SETOACK SIDE Cq'tnC,li i S~qE S£TpACK ' 6~ SIDE SIDE SETBACK ~Df SETBACK C~tNER SCALE 1 )1 =60'
S£TOAC,K W PRINCIPAL tl' SIDE SETBACK pUILDINC PRNgPAI PRINCIPAL PRINgPAI PRINCIPAL PRiNGPAt. SETBACK 9 7-03-'06 REVISED PER TOWN OF HUNTER5VILLE COMMENTS YKB DATE
ro pUILDINC BUILDING AUIlp1NG pUIL01NC pU4Dm'G ~ PRINCIPAL 6' SIDE PRINCIPAL BUILDING 2D' PREPARED BY +t! 3/08/04
~ pUItAINC SORNACK " ETp g./16, 6,/18, 6'/ip~ 18'/40' i8'(~C' pRUil,01N6 MIN. MAX. 0' 6' MVN. AX. 0'/6' MIN,/MA%. MIN./MAX. MIN./MAX. MIN./MAX. FRONT - tttC TAX, PRINCIPAL q 11 I I I I ~ l ,1 BUILDING ~ iii PROJECT DRAWN BY BAS/FLA
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SCFL£ NTS SCMf: NIS SCALE: NTS SCAIL• NTS SCALE: NiS SCAIk: NT$ SCALL': N15 SCAl6; NTS G 0 Rf5 RT$ SEAL NORTH CAROLINA 8---11
ATTACHED UNIT ON LOT Tn'E-NC (16-25' WIDE LOTS) DETACHED UNIT ON LOT TYPE--NG 75' WIDE LOTS DETACHED UNIT ON LOT TYPE--NE 90' WIDE LOTS DETACHI ( ) ( ) = 28933 DETACHED UNIT ON LOT TYPE--NC (60 WIDE LOTS} POST. BucKL,EY. SCWUW & JERN~GAN, INC. „ SHEET NO.
' r 0. 5200 77 CENTER DRIVE, SUITE 500 i I NE, ~ roN L.L. C.
0 rn CHARLOTTE, NC 28217 '~i qN • , , ~Q 13815 CINNABAR PEA{ ~ oR LR PLACE cl
:Z V PH (704 522-?275 ~q S. ~Ax 70 525-2838 ~~ii i~~` HUNTERSV.ILLE NC 28( ~ fif1111 NC 28078
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I ~ 43 ~ i Z5 I ~ 33,5 ~ R 173Q.00 ~ I r ~ L 1 CcaaN~R 3Q. 00 9. S , Lor e>x stq~- AtiNiMU,u salt ~ - 4J S?'N~£ FAMILY UNITS SE"19ACK S£1BACX ER MINIMUM BUILDING M/N. REAR MAO M/N. REAR YARD 1ST aoal? ;IC
~ I ~ ~~'jj A ~ W ~ TOTAL ACRES: 8 , 8 R A+IN,iAtAx. SFPARAnL 7 1 AC p so kfgE L075 TYPICAL AX. SEPARATION (PRINCIPAL BUILD/M) (ACCESWRY 8U1141NG) FFE TO EAW LINE)
I ~ ~g W ,,s ~ .5 .s-'' ry N R ArfACHE0 , URBAN OPEN S PACE. 24.50 0' „T' 36' PRINCYPAL
~ ,o , 1D f E ~ o ~ ~ • N~8 50 59 W (rc--25' ~rq~) , - ~ Q 16-25 XfgE LOTS TYPICAL gETACHEq ~ ' - ~ 0 6 5 6 10' 3s' ACCESSORY
j~s.~s TOTAL UNITS: 211 4~ N~ ~ .s-j TOWNHOMES C (sa' ~fq~) 10' 36' PRINCIPAL 36' ACL'F.S5WY
n2 s1NCr~ FAAlrtr uu1Ts ~ 160 SINGLE FAMILY DWELL s INGS NC ~"1 T5 iy1UE L0T5 TYPICAL G%18' S' B%18' 10' 10' 3O' PRINCIPAL
~ ~ I ' p 30' ACCESSORY
;w p NE !3' ,STNGYE FAA!/L Y UNITS 18%40' 6' 18%40' 12' 3O' PRINCIPAL 12' 24' 3O' ACCESSORY
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TOP OF BANK o UOS ACREAGE: 24.50 ACRES
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1. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/QR RIGHT-OF-WAY OF F~ / RECORD. <:<:. / s r tp
2. BOUNDARY INFORMATION BASED ON BOUNDARY SURVEY BY YARBROUGN-WILLiAMS & a; ' ~ ~ p~ ~ h
ASSOCIATES DATEDi 11-10-99. A N s sz~' fp
3. SEE SETBACK TABLE FOR SETBACK GLASSIRGATIONS. ~ f x/ NA 35 UPLAND y~. ~ >il'• R~'i'
~ ~ ~ 4. AREAS BY COORDINATE METHOD. ~ SWIM BUFFER sy~k
5, PROPERTY ZONEDt NR TND~O NEIGHBORHOOD RESIDENTIAL W TRADITIONAL ~ ~ ~ / ~ / ~ - ~ S:~Y U En?
NEIGHBORHOOD OVERLAY) o ,~i ~ ~ r,,? :s:: S~ is~
6. ALL ALLEYS ARE PUBLIC, HOWEVER MAINTAINED BY THE HOME OWNER'S ASSOCIATION, s'~ / •6 G- 4Jj^
• 7. YARD REQUIREMENTS AND BUILDING HEIGHTS CONFORM TO SUPPLEMENTAL URBAN r REGULATIONS, ACCORDING TO THE PROVISIONS OF SECTIONS 3.31 TND OVERLAY; ~ ~~L ww.~'~ ii>~.
PARAGRAPW D-3 OF THE NUNTER5ViLLE ZONING ORDINANCE. ~ J LEGEND
8. RESIDENTIAL GARAGES SHALL, AT A MINIMUM, MEET SECTION 8.16 OF HUNTERSVILLE ; ZONING ORDINANCE STANDARDS FOR RE510EN11AL GARAGES. GARAGES FOR INDIVIDUAL PV
LOTS NUMBERED 1-62-AND 195-20a, WILL BE REAR LOAD. 1^ ..;Sri:,i::i^••; :.~u«7<`1'<:', e;Y:''.:• ~•t ~";~xr'i CENTERLINE OF CREEK ~ :a , :~rf:~;j~~~.~:mks.~~~~>.::>:..~i~>~:.i;:;; ti BUS ROUTE
9, ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED BY FLOODWAY FRINGE DISTRICT BOUNDARY LINE AND FLOODWAY DISTRICT ENCROACHMENT LINE IS SUBJECT TO ~ / ~
THE RESTRICT10N5 IMPOSED $Y FLOODWAY REGULA710NS. ~ ry
10, ALL AREAS DESIGNATED A5 COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY THE HOMEOWNERS A550C1ATiON. / STOP BAR AND
I P I 11. TH S ROPERTY S SUBJECT TO SWIM BUFFER REGULA110NS. THE SWtM BUFFER S TOP OF BANK :.<:'s<i .t,?~~~ ROGATION ARROW
IMPLEMENTATION GUIDELINES SHOULD BE REVIEWEp FOR RESTRICTION AND D I O ~ 5 E5 GNATI N ~ r~aina rn rnNSr~urnnN. HuNrFas~n~ i F SraNnean~ ni~FF~ ~anu ~rFrui s:tia~ ~srn ~.o Od. / .t:>
is `"l ! +V
12. VERMILLION IS pIVIpED INTO TWO TRADITIONAL NEIGHBORHOOD DEVELOPMENT R Q7 FIRE HYDRANT
pISTRICT5 OVERLAYS PREVIOUSLY APPROVED UNDER THE 2001 HUN1ERSVILLE ZONING ORDINANCE. SPECIFIC LOT TYPES DICTATE pEVELOPMENT WITHIN EACH NEIGHBORHOOD 't1'? / ~ . w ~ `b'
a BLOCK, (SEE LOT TABLE). R~ PREPARED BY
13. THE SITE WILL HAVE URBAN OPEN SPACES PER TOWN ZONING QRgINANCE WITIiiN A 43-~`>. ( ) ~ ~ QUARTER MILE WALK OF EACH DWELLING. THE INTENT OF THE VERMILLION TND-0 IS 7O -a ~ ~ ~
DEVELOP THE SITE SO THAT TOWN RESIDENT'S CAN WORK PLAYA N W ai ~ TTE D SC OOL, AND ~ \ WORSHIP WITHIN WALKING. pISTANCE OF HOME. o ~ Op
~ 14. TOTAL DEVELQPMENT OF THE SITE WILL BE UNITS. ~ ~ '`<<>=<>.. tip.
A l~ ~ 15. MINIMUM CL RADIUS SHALL BE 90 FEET, UNLESS OTHERWISE N07ED. ~ ~ / , ~'S
dT y~~ V`l °1 16. MAIL pELIVERY SHALL BE TO GROUP MAILBOXES IN AREAS WITH 5TR T P K 0 ` ~y~ .asf, ~ 1 I~
h EE AR LNG. ~ ~ 17. GARBAGE TOTERS SHALL BE LOCATED IN THE ALLEYWAY QF THESE UNITS WITH F /mar S :4:s ~ 9• poser, suc POST. BUCKL.EY, SCHUH & JERNIGAN, INC.
a ADJACENT STREET PARKING. ~ i 5200 77 CENTER DRIVE, SUITE 500
S~ ~ 'l ' \ \ / ~ 18. FIRE APPARATUS SHALL HAVE UNIMPEpED ACCESS AT ALL ENTRANCES. RADII SHALL ~ ~ ~l / , ~y cw~ 4 g rip g CHARLOTTE, NC: 28217 PH (704 522-7275
m 8E DESIGNED FOR WB-40 AND SU-30 WERE APPLICABLE. ~4` ~j, V ~ ~ / o .a 0 19. THE ENGINEER OF RECORD VERIFIES THAT ALL FUTURE TOWN MAINTAINED STREETS ~Q~, c~3 ' ~ 1 FAX (70 525-•2838
WITHIN THE PROP05Ep VERMILLION PHASE 4 ARE ADEQUATE FOR MANEUVERING QF 8-40 ~ ~ , ; , ,p ~y_h~ ~ WWW.PBSJ.COM
VEHICLES WITHOUT CAUSING DAMAGE TQ VEGETATED AREAS OR SIDEWALKS, WITH OR , • ~ d, ~ WITHOUT PRQPOSED PARKING SPACES OCCUPIEq. IN ADDITION, THE ENGINEER OF RECORD ~ , ~ r.ry. ..i::: ~j,V I o:Y ~ 6~p'
AL5Q VERIFIES THAT ALL ALLEYS ARE ApE DATE TO WITHSTAND MAN U RI C ` Q EVE NG OF SU-30 ~ VEHICLES WITHOUT CAUSING DAMAGE T4 SIDEWALKS OR VEGETATED AREA. 1F THE V 7 7-03-06 REVISED PER TOWN OF NUNTEF f~j OF HUNTERSVILLE COMMENTS YKB
TURNING OF THE ABOVE VEHICLES CREATE pAMAGE, THE ENGINEER OF RECORD WOULD ~ O REDESIGN THE INTERSECTIONS IN SUCH A WAY AS NOT TO CREATE SUCH DAMAGE. THE ~ ~ 6 1--4-OS REVfSEq PER MECKLENBURG C~ 0 , ~ 5 6-13-05 V 0 6 REMO ED PEP ALLEY ALLEY GORY REVI, N'LENBURG COUNTY COMMENTS ASH GORY REVISED LOTS OFF ALLEY GATOR ASH
~ gEVELQPER OR PROPERTY OWNERS ASSOCIATION SHALL PAY FOR THE INSTALIAIiQN OF ~ THESE IMPROVEMENTS. , ~ (gyp ~ ~ 4 12--6-04 PER COUNTY COM :OUNTY COMMENTS ASH
m SS • d 8~ ~ t7' d 4 3 11-23-04 PER TOWN ANq COUNTY AND COUNTY COMMENTS GWF
2S ray ~ 1. ACCESS (INGRE55/EGRESS) LOCATION ANp DESIGN SWOWN ON THIS SKETCH PLAN ARE SUBJECT TO D,~. y '''`'>~x;. ' ~ ACHIEVING VERTICAL AND HORIZONTAL SIGHT DISTANCES, TURN LANE IMPROVEMENTS (INGLUgING ~ 2 0 - 9 22-0 REVISIONS AS PER TOWN AND 1 06-22-n REVISIONS AS PER TOWN AND TOWN AND COUNTY COMMENTS BAS
_ w ro RIGHT-OF-WAY) AND INTERSEC710N WITH ApJACENt AND OPPOSING ACCESS POINTS. MOOIFICATtON5 + ~ BUS ROUTE ,;<<;> DA E REVISION TOWN AND COUNTY COMMENTS BAS REVISION BY
~ TO F?LAN MAY RESULT. $ ~J7 ~ ~~q ~ ~ +p PROJECT NO.
2. IF ADJACENT TO A THROUGHFARE-DIRECT AGCE55 FROM LOTS TO A THROUGHFARE IS PROHIBITED. NOTES CONTINUED: ~ { y 3. ~I~I~,tL..LO LINE. A LINE EXTENDING THROUGH A LOT WHICH 15 GENERALLY PARALLEL TO THE o ~ SNEET TIT~.E ~,a ~ 290286
a FRONT PROPERTY LINE AND MARKS THE LOCATION FROM WHICH THE PRINCIPLE VERTICAL PLANE 8. HUNTT:RSVILLE CONSTRUCTION SEQUENCE _ i` Sv. ~ SCALE 1" =100'
~ OF THE FRONT BUILDING ELEVATION MUST BE ERECTEq~ INTENDED TO CREA A 8.1) INSTALL TREE VEGETATION PROTECTION PROTECTION MEASURES ALONG BUFFER AREAS AND ANY TREE 5A D IN A -~-r""""~ N TE N EVEN BUILDING / VE AREAS EL E TICN ON THE PLAN. ~,e m FACADE LINE ON A STREET. A) THE BUFFER LWE (MEASURED FROM THE CREEK BANK OR PROPERTY LINE, OR WHATEVER IS APPLICABLE) SHALL BE STAl;EO. .,<<„~ ~ ~r DATE
B) PROTECTION MEASURES SHALL BE {NSTALLED AS DICTATED BY THE DRIP-LINE OF VEGETATION THAT IS WITHIN THE BUFF£.R. m 4. ON LOTS GREATER TTIAN 60 FEET iN WIDTH, FRONT LOADING GARAGES SHALL BE RECESSED AT C TREE VEGETATION PROTECTION MEA5URE5 MUST BE USED WHERE ANY L A OF RA i / C E RING G D NG ACTIVITIES WILL OCCUR WITHIN 140 OF A BUFFER. S ^~Y.3' 14 `v ~ A Y 3/08/04
LEAST 1O FEET BEHIND THE PRIMARY PLANE OF THE FRONT FACADE QF THE STRUCTURE PROlI:C110N MEASURE SHALL BE ORANGE TREE FENCING, OR CONTINUOUS FLAGGING ON VEGETATION QF STAKES. EXCEPTION FOR' SiNGIE FAMILY pWELLINGS WITH 1400 SQUARE FEET OR LESS OF HEATED SPACE: FLAGS SHOULD BE A MAXIMUM OF 20' ON CENTEf' WHICH MAY BE USED ONLY WH R I K N R ,''If l~ll 9 rs ~ o o, PROJECT DRAWN BY
SINGLE BAY FRONT LOADING GARAGES MAY BE BUILT FLUSH WITH, BUT MAY NOT PROJECT IN FRONT E E TH C U DE BRUSH EXISTS. 8.2) REQUEST TREE INSPEC110N-TOWN OF HUNTERSVILLE, PLANNING STAFF (875-7000). ~ OF, THE PRIMARY PLANE OF THE FACADE OF THE STRUCTURE; DOUBLE BAY FRONT LOADING g,3 SETUP PRE_CONSTRUCTION CONFERENCE WITH MECl;LENBURG COUNTY LAND D VELOPME T N T ~ 6 ~ CAR i BAS/FLA
~ GARAGES SHALL BE RECESSEq AT LEAST 10 FEET BEHIND THE PRIMARY PLANE OF THE FRONT ) E N A D OWN OF HUNTERSVILLE PLANNING STAFF (875-7000) N FACADE OF THE STRUCTURE. N<. r2• ~r t , q 4 CHECKED BY AJS
p 9) ALL APPLICABLE FEDERAL, STATE, ANp LOCAL ENViRGNMENTAI PERMITS AND APPROVALS WILL BE OBTAINED BY DEVELOPER. c~'y 5. ON LOTS 60 FEET qR LESS IN WIDTH, ALLEY ACCESS IS REQUIRED iF ON--SITE PARKING IS ~ ~ ~ - .~UNTERSVILLE ToW NSHIP MECKLENB .,KLEN.BU.RG COUNTY DRAWER NO.
o pRO~pEp, 10) 24.37 ACRES TO BE DEDICATED TO (NEIGHBORHOOD HOA, HECK CO. GREENWAY, OR ETC.) ANq TO REMAIN AS OPEN SPACE IN _ PERPETUIII'. PER ARTICLE 3.2.1.0. ~ as a ~ as 2aa Sao - NoR~H CARo LING ~ o _ SEAL _ p ~ _ 8--10
6. LARGE MATURING TREES WILL BE PLANTED 44 FEET ON CENTER WITHIN THE REQUIREq m PLANTING STRIP ALONG ALL STREETS WITH THE EXCEPTION OF RURAL PARKWAYS WHERE EXISTING 11) ALL APPLICABLE FEpERAI, STATE, AND LOCAL ENVI;20NMENTAL PERMITS AND APPROVALS WILL BE OBTAINEq BY DEVELOPER, g p• - . 28933 M ~
~ TREES CAN SATISFY THE STREET TREE REQUIREMENT, SMALL MATURING TT7EES ARE TQ BE USED o WHERE OVERHEAD POWER LINES EXIST. 12) ON 2-16-Q4, 111E TOWN OF HUNTERSVIILE BOARp OF COMMIS510NERS APPROVED A REViSEq SKETCH PLAN FOR VERMILIIOIV PH.4 V~ilChl N SHEET NO. D L. L. C.
°D INCLUpED A WAIVER FROM THE 800' BLOCK LENGTH REQUIREMENT. 7. ALL ALLEYWAYS SMALL BE OPEN FOR GENERAL USAGE BY THE GENERAL PUBLIC BUT SHALL NOT Scale. 7 - 1aa ~ ..~'N~-,• 9ti ~a 13815 CINNABAR PLAC i~ OR t~A R 'LACE cl 0 (J
~ BE ACCEPIED BY THE PUBLIC FOR MAINTENANCE. MAINTENANCE SHALL BE RESPONSIBILITY OF U DEVELOPER/ASSOCIATION OF OWNERS. i~ ~q S. ~~f HUNTERSVILLE NC ~8C NC 28078
llllli111 ,
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c~ _ \ry~ ~.~,\J./ ~ i ~___I \ I f---i VICINITY MAP No SCALE

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i'~ HARBERT ROAD p
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INDEX OF SHEETS ;4,~0P ~ STA E'
~ , ~ ~ i ---fit-~~
C001 COVER SHEET ~ TA~,~ ~ ~ ~ $ .~tST G I
C100 BOUNDARY SHEET a ; '
CI 01 SITE PLAN - ~ 9~'
~
C102 SITE PLAN -
C103 SITE PLAN - , •
C200 STORM DRAINAGE PLAN ~ ~ ~ , ;
C201 STORM DRAINAGE PLAN ~ ; ~ ~ ~ ~.~4`~
C202 STORM DRAINAGE PLAN P % GE~~v ~
C300 EROSION CONTROL & GRADING FLAN _ ~ ~ 1. , ~
C3a1 EROSION CONTROL & GRADING PLAN ~
C302 EROSION CONTROL & GRADING 1"LAN

C400 EXTENDED WETLANDS DETENTION PLAN - - '
i ~ iA~ i ~ j ~
C500 RIGHT-OF-WAY IMPROVEMENTS ~ / ~~E / ~ ~ -
C501 INTERSECTION SIGHT DISTANCE R@ 01 ow Ri~l
C502 TRAFFIC CONTROL PLAN MAR 2, ?Q07
C700 EROSION CONTROL DETAILS 1 ~ 7, y ~ / % ~ ~ ~ jam' i j I / \ ~1 PH~YS'~ '
l1Il A/~ lYTTT.f TTIT I TT N / i \ ~ ~ -
I.OVV X1115 LL' lAlL.7
C801 SITE DETAILS
C802 SITE DETAILS
C803 CULVERT PROFILES
C900 WARFIELD AVENUE (STA. 0+00 TD 13+00)
C901 WARFIELD AVENUE (STA. 13+00 TO 26+06.94)
C902 GIBBON DRIVE -VANGUARD PARKWAY
C903 VANGUARD PARKWAY - HARBERT ROAD
G904 VANGUARD PARKWAY (16+91.80 TO 3d+00)
~ C905 VANGUARD PARKWAY (30+Q0 TO 37+39.21)
~ C906 RALSTON CIRCLE -CINNABAR PLACE 6 t-04-06 REVISED PER MECKLENBURG CO .ENBURG COUNTY COMMENTS ASH
5 6--13--05 REMOVED PEP ALLEY AND ALLEY AND ALLEY GORY ASH
o C907 ROOSEVELT DRIVE (0+00 TO 12+47.63) 4 05-03-05 ADDED SHEET C502 PER NCD 3 04-02-05 ADDED WATER QUALlT' 02 PER NCDOT COMMENTS ASH TER QUALITY POND RKM
C908 BLACKSTONE STREET (0+00 TO 12+Od) 2 09-~22=04 REVISIONS A5 PER TOWN AND C+ OWN AND COUNTY COMMENTS BAS
t 06-22-04 REVISIONS AS PER TOWN AND C+ OWN AND COUNTY COMMENTS BAS
a X909 BLACKSTONE STREET (12+Q0 TO 19+2'7.14) N0. DATE REVISION REVISION BY
S E T TiT E HE L PROJECT NO, 290286
2 0910 ' DONAHUE DRIVE (STA. 0+00 TO 12+19.2 8) SCALE
C911 DRAKE HILL DRIVE (STA. 0+00 TO 12+00) 1 300'
DATE
C912 DRAKE HILL DRIVE (STA. 12+00 TO 17+74.19) ~'REPARED BY ~11111lI)/~ 3/08/04 DRAWN BY
9 C92 3 ALLEY CADABRA iii PROJECT BAS/FLA
. rr Q , SS ' • ~ / CHECKED BY
C914 KUKLA FRAN ALLEY - KUKLA FRAN ALLEY LOr~P ~ HUN7"ERSVILLE TOWNS.~IP MECKLENBt AJS KLENBUR'G COUNTY DRAWER NO.
C915 ALLEY OF THE DOLLS, ALLEY ODP, ALLEY GATDR SEAL NORT.~ CAROLINA 8-9
8g
C916 OLD VERMILLION DRIVE POST, BUCK4~Y, SCNUH & JERNIGAN, INC. y, ,I r ; ' , r SHEET NO. 0.t]~rT Ld ..Lt L. L .
C917 HEMLOCK WAY LANE -ALLEY KING 5200 77 CENTER t~RIVE, SUITE 500 r 1 N~;. ~ ~
CHARLCJTTE n+c 282 7 r, 13815 C.tNNABAR PLAC PH (704 522-7275 EA 5• R PLACcool
y C918 MALLORY BACHES LANE I~Ax 7a gas-~sa~ ~~~r i~~` HUNTERSVILLE NC 280 C 1!l141~ ~ V'~VWiI.P SJ.CC7M NC 28078
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