20030656 Ver 1_Site Plan_20030602

i / / ~ ji ~ uvv. uui: ~~4.~~ I I TAX. PARCEL 043-221-0
/ ~ ~ ~ / - - ~ PARCEL 043-221-DA ' ~ iAX.
~ / / ~ ~ ~ > ~ _ E L i :TRACT 2A ~ i 9P;-C$25--, ~T 2A - I'".~ r -RIM: 783.10 - _ , ~
( i / _ I ~ MB 24 PG 602 / , r. ~ I. l~, i i- i / 24 PG 602 - % V-1N. - - " - INV. OUT: 777.64 ~
. ~ - -
~ ~ - ---13EN17DE6 ARE1~ _ ' GENERAL GRADING do SITE NOTES: Ql7DE6-ARF.J~ °
/ ' / ~ V% -------=~--~ETA~~II EASEMENT \ ~ ~ ~ 1. THE U11Ui1ES AND THE LOCATIONS THEREOF, SHOWN ON THE
V , - - - DRAWING REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING --~~G ~ ~ ~ ~ ~ ~ ~ " ~ - - - ~ ~ A TOR SHALL VERIFY U1ILITIES IN THE CONSTRUCTION AREA. THE CONTR C
i Q• ~v THE LOCATION, DEPTH AND EXISTENCE Of ALL U1IUTIES (ELECTRICAL,
~ ~ ~ Qi ~ ~p w / ~ ~ / 2 ~ MECHANICAL, WATER, TELEPHONE, GAS, ETC.) WIThIIN THE CONSTRUCTION - W ~ AREA WiTH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
~ w, ~ / ~ \ CO ~ ~ PROP. C626 PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF, OR THE
~ / ~r 783.6 RIM: 784 40'~ INCLUSION OF UTILITY LOCATIONS ON PLANS IS NOT TO BE CONSIDERED AS 783.6 +784.67 65'-18" - -1NV: iNJ778.69 THE NONEXISTENCE OF, OR A DEFlNITE LOCATION OF EXISTING
y ~ ~ / PROTECTION TYP. / ~ ~ ~ ) \ 1 e INV. OUT: 778.49 UNDERGROUND UT1LI11ES. ANY DAMAGE TO EXISTING UTIUiiES SHALL BE
~ ~ 'C ~ / SEE DETAIL 7 _ / 83.6 ~ REPAIRED AT 1HE CONTRACTOR'S EXPENSE. CONTACT U-LOCO ? TEMPORARY INLET 783.6 ? (800-632-4949).
/ ? PROTE Etv1R0F~4RY SILT FENCE
0,~ o V O~ / ? SEED AIISEE DETAIL 2. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE ' ? RESTORED TO THEIR ORIGINAL CONDI110N AT THE CONTRACTOR'S EXPENSE,
' \ ~4 ~ i~
/ CND, 785 ? 'I 3. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN STREET ~ 1 RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD SPECIFlCAliONS OF
? UNION COUNTY AND THE TOWN INDIAN TRAIL
r ~ / / _ Q ? - 4. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA ~
~ / i~' ~ V ~ V ? N C A CESSIBIUTY CODES. 2 I ADN C o ~
/ / ~ (p,~ ~ ( , ~ / i io ~ ~ V, tia ~ ~ I ~ o / ? - THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE ~ / ~ ~ 5 ~ ~ R
- ~ _ l ~ ~ y . , i I - i~- ti / ! LOCATION AND DIMENSIONS OF BUILDING AND SURROUNDING AREAS. ~ 9. ?
~ / / ~ ~ / , ~ ~ ~ ~ / ~ N ~Q ? ; ~ 8. TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY OA ? 1 OWNER.
. _ ~ A1=NUD ~ O O ~ ~ ~
1~~~1~ Vii,-_-~-c' 1 ~ ED AREA ~ I / ~ S ? 7. ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A ~ ~ ~ 787.1hp ~ '1 GEOTECHNICAL ENGINEER PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY ~ ~ ~
/ / / ~ o' ' 1 ~ ; o~ x~Ys ° ~ OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
. ~ ~ , / i ~ ~ ~ ~ ~I UNCOVERED. / I
% / / ~ J ~ ~ i PROP• C623 j i ~ 8. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY
/ ~ ~ ~ ~ ;~S•• / RIM; 785.00 / ~i ~ v 0D v OWNER. IF EXCESS SOIL IS ANiiGPATED OR ENCOUNTERED, CONTRACTOR 11 v --~i V ~ + ~ ~ MAY, WITH PRIOR WRITTEN APPROVAL OF OWNER AND ENGINEER, RAISE OR
/ / ~ INV. IN: 770.75 = . ~,~'•c / INV. OUT: 77 788 788, 00 / N I LOWER THE ENTIRE SITE INCREMENTALLY TO MORE CLOSELY BALANCE
/ ~ 0.55 i ;i ~ f / 'B ~ EARTHWORK VOLUMES. CONTRACTOR SHALL MAKE ALLOWANCES FOR REMOVAL OF ENCOUNTERED UNSUITABLE SOILS IF GRADE ELEVATION ~ n
/ / / ` - / F =7 7.00 ~ ADJUSTMENTS ARE MADE. i.. a., B ~
~ , / ~ ~ / 6. ,1 / I ~ 0 I I ~ N FF = 8c , 9. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER ON ANY ~ «i
,r~ ~ i x~ w l l i' l l I ~ SUBSURFACE DRAINAGE SYSTEMS TO BE INSTALLED. IF INITIAL SOILS ~ w , $ N
s ~ ~ I I I ~ R; ~ i ~ 0o REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS BE INSTALLED I 8 - m SH i UNDER FOOTINGS AND BUILDING AREA CoNNEC11oNS TO BE FlELD ~ ~ N N P B o oP. cB27 W ~ z
~ i 90 -30 RCP ~ ~ _ ®1.0~ / ~ ~ ~ ~W ~ ~ 49 0 SF + / RIM: 785.96 COORDINATED. ~QQr g
/ 'G` / / ~ ~~gL - ~ ~ INV. IN: 780.89 = c x ~ n n % INV. OUT: 780.69 10. APPROVAL OF 1HIS PLAN IS NOT AUTHORIZATION TO WORK ON
I / / / RIM- ' 8S ~ 6 6 ~1 PROP. 1 l - ~ ~ •8 ' i~ RADING J ~ ADJACENT PROPERTIES. WHEN CONDI110NS WARRANT OFF-SITE G , ,n ~ 7i / ~ ~ UTILITY WORK, CLEARING OR OTHER WORK NOT ON THE OWNER OF RECORDS
/ / INV. ~ 4 / S ~ ~ ~ o / PROPERTY, THE CONTRACTOR MUST OBTAIN WRITTEN AGREEMENT, OR
/ / ~,t ~ ~ ~ ? CN ~ ~ / ~ INV. ~`lUT: J/78.65 : / ~ , p ~ y ~ OBTAIN AN EASEMENT FROM THE OWNERS BEFORE PROCEEDING. % ~ 0 p O _ 0 / ® ~ .
/ / a / ~ 'h 0 'A 11. QE1dAIE@I~IG: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND ,1 MAINTAIN AMP MEANS AND E IPMENT WITH WHICH TO REMOVE AND LE QU
~8 ~ is ~ U RING THE EXCAVAl10N ,n / PROPERLY DISPOSE OF ANY AND ALL WATER ELATE
z ~ J ~ l / _ / ii ~ 7 0 72'-15"., RCP 'u• 787.5h R 787.5 OR OTHER PART'S OF THE WORK AND KEEP ALL EXCAVATION DRY UN11L ~ ~ SUCH TiME AS PIPE LAYING AND GRADING IS COMPLETE. NO WATER SHALL
~ ~ / / ~ /v ~ c,LC 1• 1~0 i i l l ' ®8.8~ 1~ g 0 6 ~ ~ N TH PIP IN UNBACKFlLLED TRENCHES NOR I BE ALLOWED TO RISE AROU D E E ~0 ,fig PROP. C 28 % ~ SHALL IT BE ALLOWED TO RISE OVER MASONRY UNlil THE CONCRETE HAS
/ / - '1 / ~x ~ ~ / / ~r Q - ~ RIM: 7 .45 : ~ / SET (MIN. 24 HRS). ALL WATER PUMPED OR DRAINED FROM THE WORK
~ ! ~ r%~ / / ~6' 1 ~6' INV. 781$3 ~ SHALL BE DISPOSED IN SUCH A MANNER AS TO PREVENT SILTAiTON AND INV. OUT: 781.63 ~ EROSION TO ADJACENT PROPERTY. -
/ ; ~ l l ~b / / x ti~ ~
~ a~ g~' 12. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. 1 rQ
/ / / / ~ ice es 3. DO NOT PLACE SIDEWALKS OVER WATERMAINS. Z 1
/ 8 1 ~ ~ ~~~5•• / / / ~ ~ PROP. CB22 W N ~ 14. DO NOT PLANT TREES OVER WATERMAINS, SEWERMAINS, oR WI11iIN J (n
/ , , , / 60 ~ 1 ~ RIM: 785.80 ~`~'C'~ i, / / / _ _ RIGHT-OF-WAY. Y
- ~ 41'-18" RCP INV. IN: 769.65 / / / ~ ~2 INV. OUT: 769.45 ~ i 78 ' - ~.L.~ H E ~ ~ ti6 - ~ 15. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WI1H
/ / ~ ®3.5 i ~ ~ _ INSPECTOR. ~ - / - J
/ / PROP. C82 6 / / / 2A - - - - ~ 16. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0,5X ~y
/ ~ RIM. 784.9 L / / ~ INV. OUT• - ,,L LL SLOPE ON THE CURB. .
/ / / / J, ~ ~ / RIM-784.5 ~ U W ~ 17. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON
~ INV IN 7J~ 2i (1 ~"1 / ~ ® FlELD STAKING BY CITY ENGINNEERING. ASSOCIATED STORM DRAINAGE MAY - n L.L ~ W _ ASLO REQUIRE MODIFlCA110N BASED UPON FlELD CONDI110NS.
/ , - I,. _ / PROP. CB20 / ~ y i- = - ~ ~ ~ - R'~ld: 784.15 W a U
~~.,~~,~777.~~ ~ ~ ~ 85.6 P INV. IN: 777.2218" / - J / 5.2 L~ ~ S ~ N ~8 8~S 4 R 1 ~ _ h N
hp INV. IN; 768.12 NV. OUT: 767.92 PROP. DDIB ? I ~ _ Q ~~yy
l " I J` ~ ; PROP• DDI7 / / 47 • / 30 / CP ~ j / ~ RIM. 783.5 PROP RIM: 78 ~ U LL . DDI7 3.5 ~ ~ RIM' INV. IN: 768.48 18" ~ . 783.5 ( ) ~ 2 0 1
/ / / ®0.9~ ~ ~ _ INVERT: 764, i / r/ , INVERT: 764.78 INVERT: 765.97 186 ?4' O ~ 1 W
/ / ~ i ROP;' C 9 W ~J Z
/ / E NETS IM: Z85. 3 = PROP. D 9 V. OUTS 2.5
/ / / / ~ ~ RIM• 7,85.65 I ' F~, INVER / / ~ p ~ ~ ~ T. 4.26 RIM: 7841 I ~ 2
INVERT; 766.55 N ? 1. OBTAIN GRADING EROSION CONTROL PLAN APPROV 6• W AL FROM „ 6 W z qTY OF CHARLO
11 -60 CLASS IV R( NV.O ~ 763x5 CLASS IV RCP ®0. ~ 117'-60" - I . ' CLASS IV CP ~ 0.6 2. SET UP AN ON-SITE PRECONSIRUC110N CONFERENCE WITH THE CITY OF CHARLOTTE W
/ RIPR /I ~ rE ~ PROP. J62 ~ " / APRON / ~ ~6 74 60 CLASS I SE p' .AIL/ ~ RIM; 783.55 ~ .RCP ®OJ~ ~ I J EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. ~ 86.
/ INVERT: 761.05 v I 1 ~ MM ~ ~ 3. INSTALL TEMPORARY CONSIRUCITON ENTRAN I W b~. _ = CE, NSTALL SILT FENCE, REMOVE EXISTING STOCK PILE AND.
/ ~ ~ ~ ~ / ~ ~ \ O INSTALL SEDIMENT BASINS 1,2, AND 3. NOTE THAT ONCE THE STORM DRAINAGE SYSTEM HAS BEEN INSTALLED ~ ~ U TO A POINT TO PREVENT DISCHARGE TO THE EXISTING SWALE, SEDIMENT BASIN 2 AND 3 CAN BE REMOVED. I
/ ~ ~ / ~ RI,CFA, / ~ / - ~ ~ + 1 f~- - - - ~ - I- INSTALL DIVERSION DITCHES, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. J N I Q
/ , H 1 ~ ~ EL -7iu4 I ~ _ / I V.OUT• 60.79 / ~ " N , I I~ 4. B L.L. I ~ EGIN CLEARING OPERATIONS.
~_J / _ = 147 -60 C4,4SS IV / ~YIPRAP APRON - CP ®07 ' I~ ~ TEMPORARY ~e U ~ Q ~ 5. GRADE SITE TO DIVERT RUN-OFF INTO SILT DITCHES. EXISTING DITCH MUST
~ SEED AIL ~ ~ ~ „ / _ _ TEMPORARY INLET ~ - - _ - ~ REMAIN ACiTVE UNIiI STORM DRAIN SYSTEM IS INSTALLED.
/ / i INV. 25 -18 CLASS IV ~ 9~P PROTECTION / ~ 6. ~ ~ " ~ SE / 52 -12 CLASS I i ~ RCP ~ 5.0~ ~ E DETAIL PROTECTION TYP. n 'A 107'-48" CLASS IUD ~ I ( ) 6. MAINTAIN ERO ON C N SI 0 TROL DEVICES AS NEEDED. SEE DETAIL CP ®0.5~ ~
/ / / RCP/ ® 0.59; % ~ 7. CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVING SEDIMENT BASINS 2 AND 3. PROP. CB ® _ _ _ _ _ _ ~ ~
i ~ ~ Q ~ / ~ ~ " ~ ~ ~ PROP• DI4 ~ 1~~~ ~ R ,3 O ~ ~ 8. STABILIZE SITE AS AREAS ARE BR VERT: 778.17 POP. C811 0~ I OUGHT TO FlNISHED GRADE. AS AREAS ARE BROUGHT TO GRADE,
~ ~ / 54 , 72 CLASS ~ ~ RIM: 7 4. i R ~ ~ C ®0.590 INV 764.72 ~ ~ 3 RI :785.52 ~ INSTALL STORM DRAINAGE WITH INLET PROlEC110N AND STABILIZE AREAS. FlLL IN
/ % ~ ~ / PROP. C83 p PROP. JB10 IN RT: 767,66 / AREAS WHERE DIVERSION DITCHES WERE AND THEN SEDIMENT POND. p ~ " RIM: 786.2 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
/ / ~ ~ RIM: 784.5 ~ RI :784.85 iA 75 -15 RCP INVERT: 767.13 EROSION AND SEDIMENT CONTROL PUNNING AND DESIGN MANUA U.S. DEPART. OF AGRICULTURE, ~ 5.4~ U.S. SOIL CONSERVAl10N SERVICE, AND NCDENR GTY OF CHARLO~ STANDARDS.
/ I ~ INVERT: 761.32 ~ RT: 763.23 ~ / ~ h• ? ? ? 1 10.TH N I E CO TRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
' ' ' 0 / ! / ~d ? ~ AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT ~ 6• ~ WITH THE NCDENR EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED
/ ~ / ~ o o ~ 8'-66" -CLASS 0 1~ ~ AT APPROPRIATE STAGES OF CONSTRUCTION.
/ / / . ~ , ~ ~ ~ RCP ®0.5% ~ / ~ - - - - - _ / / / CO ~ 165'-60"C / / , ~ / ~ s / S IV RCP 0.8~ ~ 86 ~ " 91 - ~ S 78, I 11. THE CONTRACTOR SHALL FOLLOW ALL NPDES RULES AND REGULATIONS AND SHALL CHECK, MAINTAIN AND n°11°"°"!
/ ~ ~ ~ ~ PORA Y'91LTj~ENC~E ~ i ~ 87 -15 RCP l , ~ R" ~ ~ ~ / ~ „ 8~ _ PR P ~ I REPAIR ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS OR AFTER 1/2" OR MORE RAINFALL P®, 15 RCP 1 0 CBBA CONTRACTOR SHALL KEEP A RAIN GAUGE ON-SITE AT ALL 11MES, AND SHALL ALSO KEEP A DETAILED LOG Q•~
~ / ~ ~ ~ S E D~`L~ o / 9~ q, X86 ~ 8J~ ~ ~ ~ _ ~ 7% )8 RIM: 786.5 4 d~ OR JOURNAL OF RAIN GAUGE MEASUREMENTS AND MAINTENANCE PROCEDURES U1ILIZED. ,03 > >86 .?1
~ ~ ~ ~ o v ~ 9 _ 1 l i ~ ~ ~ ~ / r e? - - ~ •3 4 1 12. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEA68B66S. 1 m
i / 2 w Gx ? ? I ~1l ' ? ~
~ ~ / ~ ~ 118'- 4" ~ ~ / % 2 ~ _ 1072 ~w
/ ,x~;~ / ~ ®7.2~ / 2 PROP. DI / / ~ % PR 75 -18 CLASS I OP. CB4 RIM: 788 ~ / i / i v a I I PRO . C810 ~ Q' ~ SEEDBED PREPARATION ~ ~6~4~~e~~ ~
~ / , , v, i / ~ ~ RIM: 783. CP ®16.4 INVE T: 775.53 I I RIM: 785.0 1 ~ / ~0 a~ ~ INV. N:- 77 .O ~ e 1 1. AREAS TO BE SEEDED SHALL BE RIPPED OR 11LLED AND SPREAD WITH ~ ~ C~ ~aa`
~ ~ INVERT• 61.91 / ,r ~ / / ~ - / ~ i ~ ~ I INV. UT' ~ ~ S° :e~'°a SHOPS AVAILABLE TOPSOIL 4 DEEP. TOTAL SEEDED PREPARED DEPTH SHALL sas~cta~-
, / 0 ~ EASE • MENT r ~ ~ ~1//j / '75ROP. DDI15A N I ~ 6" DEEP. ~C .
` / ~ / ~ ~ - RIM• ~ / i .782.3 ROAD l l , ~ , ; ~ l,' l ~ INV ~ 0 DI10 2. ROCKS, ROOTS AND OTHER OBSTRUCTIONS AND CONSIRUC110N DEBRIS ~ I I RIM; 785.68 SHALL BE REMOVED FROM THE SURFA ~ I 8 CE OF THE SEEDBED. SURFACE OF
~ ~ PROP. C88B / ~ ~ ~ ~ / ROP. ~ ~ RIM; 790.8 ~ CB 15 , INV. IN: 7 4.18 _ 6.? COMPLETED PREPARED SEEDBED SHALL BE LOOSE SMOOTH AND UNIFORM.
~ J5 I ~ J ~',~1~' l / / RIM: 781 / ~ / INVERT: 785,75 ~ a FE=87.0 INV. TOUT: 7 - CONTRACTOR SHALL 11LL DISC AND OR HARROW IF NECES A _ 1.6 - / S RY TO ~ , ~ ACHIEVE THIS.
' ~ .INV, !N: 772,28 .ti ~ INV. OUT: 7 / / ~ 69. - ~ TEMPORARY INLET 86 6, ^i . S 3. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED
ACCORDING TO THE SEEDING SPECIFlCAl10NS.
li ~ i 45~ti~" RCP SEE DETAIL~~• i, h.
i / ;L ~ RE. f E ~ ~ 'e~ I 4. IF 01 ~ S S L TEST IS TAKEN, APPLY FERiiUZER AND LIME - IN ACCORDANCE W/SOIL TEST RECOMMENDATIONS.
i / " ~
224 -24 RCP / i i l _ B~_~ E 5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY ~ ~ „ I AND MIXED WITH 1HE SOIL DURING SEEDBED PREPARATION.
/ / i , ®1.0~ ~ ~ ~ , / ; 140 ~18 RCP
~ ; , ~ l ~ i % ®5.0~ E. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS - i ~ PROP. D110C ` I WITH A THIN DENSE LAYER OF CLEAN WHEAT STRAW.
r / ~ i / ~ ~ % i i I ~ RIM: 785.68 '
~ , ~ a j~ Z INVERT: 781.18
~ ~ N ti6 ~..,;~_~r~,o4 f~ i / ~ ~ a ' TEMPORARY SEEDING SPECIFlCATIONS
` _f F- ~ ~ ~ i / . , _ I ~ i 1 L APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F.
i a/ ~ ENUDED AREA ~ , I 2. APPLY APPROVED STARTER FERiiUZER AT 1HE RATE OF 20 LBS/1000 S.F. ~
I SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES. L
DATE - TYPE PLANTING RATE
/ T NOV. 1 TO ANNUAL RYE GRAIN 150 LBS / ACRE
, f MAY 1 AND TURF TYPE TALL FESCUE 100 LBS / ACRE
PROP. CB16 I 53' - 18" RCP PA EL 3 RIM: 781.75 , ® 1.0% 4ft MAY 1 TO GERMAN MILLET 60 LBS A
/ INV. IN: 774.73 A E NET / INV. our-' 774Gb3 I S~ - - / CRE AUG. 15 AND TURF TYPE TALL FESCUE i ~ 100 LBS /ACRE ~H AUG. 15 TO
PROP, DDI16A 6 TURF TYPE TALL FESCUE L NOV. 1 250 LBS /ACRE
RIM: 782.3 / Z 0 S ~ - rZ
,CJ oop ~I % ll / C I INV. OUT: 7 ~ / ~ i Q Z w Y ~ - QD 4. MULCH NTH STRAW APPLIED AT THE RATE OF 75 - 100 LBS 1000 S.F.
oo, 0 U) HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
g8N~ LED ACCESS, 2 O 1 d~ 5. IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS,
LINDA Y CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUST WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THE HEAT
i DENUDED AREA - OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NOR LATER THAN NOV. 1.
/ TEMPORARY CONSTRUCTION
/ C f TOTAL DENUDED AREA- LIMIT OF CONSTRUCTION= 29.1 AC
1 / 00 -n - I cn W , rn rn ENTRANCE (100 x30)
co > rTl op c)) x SEE DETAIL - , - - PERMANENT SEEDING SP ECIFlCA110NS
i ' rn / 0 1 . APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F.
UNLESS SOIL TEST INDICATES OTHERWISE.
N ~ Z )AVIS A 2. APPLY APPROVED STARTED FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.
i I •ti. ~ MAP B00 UNLESS SOIL TEST INDICATES OTHERWISE. (MAP BOOK 23 PG 426 & 427
e ~ 3. SEED AT A RATE OF 6 LBS/1000 S.F.
DATE TYPE
NOV. 1 TO ANNUAL RYE GRAIN
AND TURF TYPE TALL FESCUE MAY 1
207'-18" R CP MAY 1 TO TURF TYPE TALL FESCUE
0 1.0% - Z AUG. 15
40 0 20 40 80 160 AUG. 15 TO TURF TYPE TALL FESCUE NOV. 1
1 r / „ _ 4. MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS
SCALE: 4O APPLIED AT THE RATE OF 1 - 2 C 2.1 _ TONS/ACRE
MATCH LINE SHEET C2.2 HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
5. THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY MOWING, IRRIGATION, REPAIR OF PLANTING FAILURES
OR OTHER METHODS FOR THE DURATION OF THE PROJECT AND UNTIL THE
PROJECT IS ACCEPTED BY THE OWNER.

_ _
~ G - - \ ~ ~ ~ I'
_ _ _ ,1 I
t / 1 A ~ ~ ~ I - ~I ~
GENERAL GRADING de SITE NOTES: I ~ / i i ~ ~ i ~ ~ I.
/ - ' ~ i ~ ~ 1, THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE ~ . r, . ~ \ i ~ I
DRAWING REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING ~ "1 UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY I S I ~
THE LOCAItON, DEPTH ANO EXISTENCE OF ALL UliU11ES (ELECTRICAL, t ~ i I ~ r
MECHANICAL, WATER, TELEPHONE, GAS, ETC.) 4NTHIN 1HE CONSTRUCTION / ` J ~ AREA WI1H THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY , / J ~ ~ ~ ~ I ~ I~
PRIOR TO BEGINNING ANY EXCAVAl10N. THE OMISSION OF, OR THE TE PORARY. $ILT FI: o ,
INCLUSION OF UTILITY LOCA110NS ON PLANS IS NOT TO BE CONSIDERED AS SEE DETAIL ! / ~ THE NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING I / ~ ~ ~
UNDERGROUND U1IUTIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE ~ 51 ICI
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO SILT FENCE' ' / ~ ~ (800-832-4949). _ r1 ~ ~ ~ ~ ~
N `t i r ~ r - 1 ~ ' l
2. ALL LANDSCAPE AREAS DISTURBED DURING CONSIRUCTIO SHALL BE ~ / RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. I. ll; ~
r / r I'
3. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN STREET ~ i ; RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF I ~ / ; i I
UNION COUNTY AND THE TOWN INDIAN TRAIL I~ ~ ' _ ~ / ' ~ I ~ ~ II
' ~ / , 4. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA ~ ~ ~ ~ I I ~ ~ k
AND NC ACCESSIBILITY CODES. ~ / ' I ' I ~ ' ~ ~ ~ 1 I ~ ~ ' ~ ~
1 r 5. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE i ~ ~ ~ ~ I' I I ~ I
LOCATION AND DIMENSIONS OF BUILDING AND SURROUNDING AREAS. ~ J I~ ~ ~ i i I I ~ ~ 8
6, TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY ~ - ' ~ 1 ~ , I.' I F o
OWNER. '~I , / ~ ~ ~ ~ / I v i ~ i ~ ~ i , ~ ~ I I ~ ~
' ~ ~ 7. OMIT ~ i i i i ~ ~ ~ ~ ~ i i I. i
B. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY ' ~ i i
OWNER. IF EXCESS SOIL IS ANTICIPATED OR ENCOUNTERED, CONTRACTOR ~ ~ I ~ p 1 11, ~ i Q1 1 c W ~ i','; ~rZ I ~ 1 ii I ~ C
MAY, WITH PRIOR WRITTEN APPROVAL OF OWNER AND ENGINEER, GRADES ' I ~ ' ON THE 11M HOSE PROPERLY CAN BE RAISED TO REDUCE REQUIRED EXCESS / ,
MATERIAL ADDITIONAL MATERIAL NEEDS VdLL NEED TO COME FROM AN ~ ~ ~ ~ I I~ ~ ~ ~ /rte ~ n 1 I I I ~ Q ~ n i i / _ j
OFFSITE LOCATION. ~ , ~ r- ~ I ( ~ 1~ W ~
9. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER ON ANY ~ / INV. OUT; 776:00 i I i I I 4
SUBSURFACE DRAINAGE SYSTEMS TO BE INSTALLED. IF INITIAL SOILS ~ . REPORT RECOMMENDED SUBSURFACE DRAINAGE SYSTEMS BE INSTALLED ~ / - ac. ~ ~
UNDER FOOTINGS AND BUILDING AREA, CONNEC110NS TO BE FIELD COORDINATED. ~ ~ ~ - ~ I ~ ~ - ~ I ~ ~ I 1 I
~ i , ~ ~ b U ~ c
10. APPROVAL OF THIS PLAN IS NOT AUTHORRATION TO YMORK ON ,Sl ~ / f ADJACENT PROPERTIES. WHEN CONDI110NS WARRANT OFF-SI1E GRADING, ~ ~ 0.6 x
UTILITY WORK, CLEARING OR OTHER WORK NOT ON THE OWNER OF RECORDS ~ /316 48 RCP ® 3 / , I ~ V ~
PROPERTY, THE CONTRACTOR MUST OBTAIN WRITTEN AGREEMENT, OR ~ , OBTAIN AN EASEMENT FROM 1HE OWNER(S) BEFORE PROCEEDING. ~ ~ a ~ ~ ~ ~ i ~ - _ r. ~ I ,
' i 11, DEWATERING: THE CONTRACTOR SHALL AT ALL 11MES PROVIDE AND 787.72 ~ i 1 ~
MAINTAIN AMPLE MEANS AND EQUIPMENT IMTH WHICH TO REMOVE AND ~I 1 _ E.1 i ~
PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION ' OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATION ORY UNlll , INV.-8 b.. r I ~ ~"t - "dam „5~. ~ I - 4.3 ~ ~ A
SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETE. NO WATER SHAH ~ , _ ~ _I ' ~ ' ~ _ - - ~ - ~ ~ _
, BE ALLOWED TO RISE ARWND THE PIPE IN UNBACKFlLLED 1RENCHES NOR ' SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL 1HE CONCRETE HAS _ - R - ~ _ 't , I U ~ _
SET MIN. 24 HRS . ALL WATER PUMPED OR DRAINED FROM 1HE WORK ~ ( ) ~ ~ I1 '
SHALL BE DISPOSED IN SUCH A MANNER AS TO PREVENT SILTATION AND ~6 0 EROSION TO ADJACENT PROPERTY. 0 / / ~ ~ r ~ - ~ _ i i ~ ~ 1 ~ ~
0
12. WATER METERS SHOLD NOT BE INSTALLED IN "MAIN" DRIVES. ~ ~ ~J ~ ~ ~ ~ - ~ ~ 1~ ~ ~I ~ A I i - / I I 1 ~1 ~ ~ , ~ ~ I, I ~ 1 i
A AIN ' 13. DO NOT PLACE SIDEWALKS OVER W TERM S. , ~ - 1 ~ N _ ~ - ~ ~I ~
14. DO NOT PLANT TREES OVER WATERMAINS, SEWERMAINS, OR WITHIN ' - ~ / _ - - I ~ ~ ~ I R ~ II r n
RIGHT-OF-WAY. - i - i ~ - ~ ~ , 1
i ' 1S. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH - . .r
INSPECTOR. ~ ' ~ - Q, ~ (~0 - / ~ , G
16. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5X ~ ? ~ ' I ~ ~ I l.1_ _ / ~ 1 A
SLOPE ON THE CURB. ~ - c~ 0 ac. ,g - ~ ~ , ~ ~ i ~ , r
2 ~ HW ~ 17. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON ~ {NV. OUT: 774.0 - ~ ~ ~ ~ , . ; ' ~ U W
FIELD STAKING BY CITY ENgNNEERING. ASSOCIATED STORM DRAINAGE MAY 1 ~ ~ i ASLO REQUIRE MODIFlCA110N BASED UPON FIELD CONDITIONS. ~ ~ ~ ' ~ i I ~ ~ t _ _ I I ~ - -
r ° i ~ • / i r _ _ _ ~ , I R 1 - - ' _ I 1
N ' I ~ I ' / - ~ ~ ~ 1
U ~ , _ ~ ~ 7 ~ ~ ~ I- E BAR LL
%I ' _ ~ f~NUD EpI I i ~ / ~ - _ _
SEEDBED PREPARATION > _ _ ~ ~ _ - ~ i , - ~ ~ ~ ~ ~ ~ ;q
- , 1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH I ~ - • ~ ` - ' ~ ~ ~ ~ I ~ z
p ~ AVAILABLE TOPSOIL 4 DEEP. TOTAL SEEDED PREPARED DEPTH SHALL N ~ i I' ~ . . _ ~ ~ , rx c ` .
n ~ ~ ' ~ ' 6 DEEP, - ~ v ~ ~ " i
W i • r ~ Z . r^J i. ~ ~ Z J
FOR BAY' ' 2. ROCKS, ROOTS AND OTHER OBSTRUCTIONS AND CONSTRUCTION DEBRIS ~ % / r ~ ` ~ ~ ~ 'I ~~'I W / ~ r' ~ ~ ~ 1 1
SHALL BE REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF tih f 1, ~ ~ • ~ ,o i W i R
COMPLETED PREPARED SEEDBED SHALL BE LOOSE SMOOTH AND UNIFORM. ' ~ ~ ~ ' ~ _ { I. X74 1 > I ~ ~
CONTRACTOR SHALL 11LL, DISC AND/OR HARROW IF NECESSARY TO V ACHIEVE THIS. ~ I 1" 776 , ~ FOREBAY 776 ~ r r J - ~ ~1 8
~ I Q „ i `1.~ ~ , _ I ~ lJ.~ 1 ~ _z--------_ ~ o J _
3. IF NO SOIL TEST IS TAKEN FERTILIZER AND IME HA BE APPLIED ~ ~ ~ ~ ~ ~ r L S LL , , r;, ~ ~ • A , ' I ~
ACCORDING TO THE SEEDING SPECIFICATIONS. ~ ~ ~ ~ ; I', ~ ~ ~ ~ 69 24 CLASS IV = LL
,i., 2.00 ~ ~ ~ MCP ~ U - ; I I I
4. iF SOIL TEST IS TAKEN, APPLY FERTILIZER AND LIME ~ , ~ ~ I
IN A AN N ~ - , i 7 ~ I ~ CCORD CE W/SOIL TEST RECOMME DATIONS. ~ , : ~ ER . A ~ > ; ' IN UT: '774:00 ~ ~ 1 i o -
~ ! ~ U ~ ~ I
5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY ~ ~ ~ ~ ~ ~ ` ~ ,os I - ~
AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. , - ~ ~ , l
; ; G ~ A , . IMMEDIATELY AFTER SEEDIN MULCH A L SEEDE AR A ~ ~ . ~ ! ~ ~ - I
6 G, L D E S I. ~ , 1MTH A THIN DENSE LAYER OF AN WH AT AW. ~ CLE E STR ~ , ~ ~ ~ ~ ~ I
- ~
~ , I ~ ~ ~ ~ _ \
- `,i ` ` ~ I 1' ~ ~ ~ \ ~ I' ~
I '1 ~ ~ ~ ~ ~ ~ ~ ! -4- + _ . ~ ~ ~ I
~ ~ r I I ~ , 1 o a ~ ~ ~ _ r X -
TEMPORARY SEEDING SPECIFICATIONS • , ~ ~ C I cr .0 ac _ 5
. - I , ~ ~ ~ ~ ~ 'I< ~ „~o ~ ~
A RI A I A A F 1 F ~ ~ 1. _ APPLY G CULTUR L L ME T A R TE 0 90 LBS/ 000 S.. ~ ~ P~Q~~ ~ ~ ~ ET NTI ~ BM
I ~ ~ n I n i ~ I r~ ~ -i ~ ~ ~ t.
2. APPLY APPROVED STARTER FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. ~ ~ NORMA POOL ',77T ~ i, , I~ ~ , , O f ti i ~ ~ ~ kl m ~ b ~ ~'by•~~ I I~ ~ 4 ~
N A AN WI WIN H AN APP I ATI NRATES. = °0 ~ 'SURFACE AREA ~ ~ ~o o o 3..- SEED I CCORD CE TH THE FOLLO G SC EDUCE D L C 0 _ ~ , , I, ~ \ ~ o , ~ ~O ~a Z,,~
_ ~ !1 C~. 777=A~7,800 8F ~ ~ I , r• oo `i ~ ~ ~ A ~ ~ t ~ ~ ~ ~ i~ ~ C ~ ~
I T='~ 788.00 DAM CRE ~ ' , I ~ i D D AREA
`DATE TYPE ~ 4. ~ '`I ~ ~ ~ PLANTING RATE ~ BOTT~~OM `~.77 , , , ~ , ~ ~ ~ ~ ~ ~ o~ ~~=~J \ i 1 ' I 1!
s ~ ' I E E'~T ~ 1 ~~I -EE DETAL ;S ~ S , NOV. 1 TO ANNUAL RYE GRAIN 150 LBS ACRE ' I ~ ~`t. - ~ r ~ ~ - T -
MAY 1 AND TURF TYPE TALL FESCUE 1 A R ~ . ! ~ I r ~ W _
. 00 LBS / C E I ~ II f ~ i i
MAY 1 TO GERMAN MILLET t FoREBAY~ ®776 60 LBS /ACRE _ I ~ ~ ~ 1`: ;e
~1UG. 15 AND TURF TYPE TALL FESCUE 100 LBS ACRE ~ ~ ! / , ~ ~ I ~ ~ 1 1 1 q~ ~ .
aD ~ ' ~ I ~ AUG. 15 TO t , , • A ~FOREB Y `I i i
TURF TYPE TALL FESCUE NOV. 1 250 LBS /ACRE ~ FES INV~777 ~ ~ ~ ~ ~ ~ ~ \ 1' ~
~ / , o ~ ~ o! { ~ , ~~~n ~ !i -
00 ~ ~ I 4: MULCH WITH STRAW APPLIED AT THE RATE OF 75 - 100 LBS/1000 S.F. , . DD I ' , ' ~ ~ ; ~ 1 ~ ~ ~ ~ ^ I ~ ~ 1, r; _ I ~ s, ~ ~ ~ ~ ~ I` CONC. HEADWALL
I ~ X36"RC~ ~.1.5%~ • ~ HEAVILY MULCHED DURING JANUARY -MARCH PERIOD. p ~ ~ ~ ~ ~ ~ • L, ~ 1~,, p~ ~I;~; STEEL 3" DIA.
_ ~ ~ ~ , ~ ~ IR'- ORFICE PLATE ~ ~Is 1
5.- IF GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS, • ~ T I ~ ~!'I~, ~ '1~. ' INV.-816.1
CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUS r . ~ A~,
WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THE HEAT I ' ~ ~ - R A R THAN NOV. 1. - , y ~ r - - T ~ ~ I H~
OF SUMMER IS PAST BUT NOT BEFORE SEPT. 15 NO L TE 1 ~ ~ ~ Zl ~ _ I ~ -r. , ,dam „ ;I,; - ~iM a19.5 -
' i N R R~ RIBA- ~ ' -~--I _ 1 ;__,`,I~ INV.-815.4 ~ -
T= U - 90: - R
RIM-81 .1 I Lp 17-
01- ZZ
A00. r ~I IM IM 1M - ',M -1M , , .6 ~ 1 -
TOTAL DENUDED AREA= LIMIT OF CONSTRUCTION= 29,1 AC =y j~ - . s ! . M
-h, ~ _ m -801. klli Rltf= i ll ,M ~ / _
PERMANENT SEEDING SPECIFICATIONS MATI SHEET C2.1 MATCH UNE , J
CD
r;' r x I ~ i 1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F.~', PROP, CB12
UNLESS SOIL TEST INDICATES OTHERWISE.`''' RIM: 781.75 / •s r INV. IN: 777.00 /
x ' 49 -15" RCP ` NV. OUT: 776.8 RCP 000,
2. APPLY APPROVED STARTED FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. UNLESS SOIL TEST INDICATES OTHERWISE. \ i qq _
• %'ti / J
3. SEED AT A RATE OF 6 LBS 1000 S.F. x %6 RIM- " /
TYPE PROP. 612A._ DATE RIM: 781.75 - INV. II
li INV, OU : 777.5 I' 7.5 2 / INV. C
NOV. 1 TO ANNUAL RYE GRAIN ti AND TURF TYPE TALL FESCUE 1 < Shp
MAY 1 I RIM~7 5.
INV 7 8 , , MAY 1 TO TURF TYPE TALL FESCUE
AUG. 15
AUG. 15 TO TURF TYPE TAIL FESCUE
NOV. 1
"oo
4. MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS t;t
APPLIED AT THE RATE OF 1 - 2 TONS/ACRE M \ RIM-787.3
- HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. ; 1-101 W-782.6 (18") AK
! t" l N e ~~nIENT /E,FT~T' F n IEo gv 1 Tuc CONTRACTOR S~'p!'_ ~~FlNT&lnl nF ocoq t 1 a~
MOWING, IRRIGATION, REPAIR OF PLANTING FAILURES 00 r;\ C2* 2
OR OTHER METHODS FOR THE DURATION OF THE PROJECT AND UNTIL THE
PROJECT IS ACCEPTED BY THE OWNER. - r~ \ - 160 80 wo- 00, 40 0 20 40 - ~ - _ .ate
I ~ Z dJ y .00 - ti y N n7
N ~.f 'RIM-781.38 SCALE: 1„ = 40,
r _ < RIM-762.4 , s i INV. N -772,10
OUT -771.90 s INV.

CONCRETE ~
PROTECTION a • OF CONN.
6 GLE
~ ~ ~ AN " 3 4 ~ HIITI KWIK / M PRECAST < < BOLT, 4 EMBEDED
CONC. BOX ~
(2) REQ'D PER ' ANGLE
~I ~ EXPANSION 4" ~ ~ HVA-STD ANCHOR
BOND EMBEDE (2) REQ'D PER
<,<, < CONN.ANGLE
CREST=788.00 CONCRETE ' L6x6x1 2"x8" CONN. ANGLE
• BASE ~ <
DEADMAN ' < ~
2 3000 si ' P < <
1f ~ ~ ~ M 4 ~ tc L
~ o' 10' LITTORAL SHELF ~ G i
~ K~ ~ < ~ 1 ~ < < c < tp ~ ad
LITTORAL SHELF OUTLET CREST=782.00 2 4 y 2 o.c. ~ ~ , ~ I ~ ~ ~ ~ ca
-11 - 6 EA.WAY,T&B, ~ ~ < < ~ ~ s a ~ ~
NORMAL POOL -777.00 ~ 6 ~ ORIFICE=777.00 6 1(- a r ~ ~ ~ ~ ~ ~ i G
~ 1 = -AST BOX 4'x4' INSIDE FOREBAY 776 5x5 PRE C < ~ ~
L ~ ~ < M m ~ ~ > Y r m
THICKNESS = 6" " MIN. WALL 24 P 2 IPE 2 u
1 i- 1 ~ BOTTOM POND EL.=774 ~ ~ XY ~ ~ ~ / EPO ~ ~
i BOND
I,.L~ ,
r\~\/\/ \/\\i V
~ / NTS SHALL BE SEEDED IMMEDIATELY ~ NOTES: 1. ALL EMBANKME /i./
J/16'1 HOLES W ~
UPON COMPLETION. b ~ a~
CONCRETE ANCHOR .u F I
'x12'x12' SEE DTL. THIS SHT. 2 ~ W nG
~ W ~.a t. r
6"STONE BASE W i~ ~ti~ SEE SECTION ¦ 6
COMPACTED SUBGRADE L8x8x1/2'x8'
CONN. ANOLE WW ~ TYP. FOR 8
O1
b
N - . ~ ~
G DINA ON
POND -
NOT TO SCALE - PLAN
LITTORAL LF LITTORAL SHE
. NH TE A CRE ON
„ ~ Z
= TO-6" .-6"TO-18 +6 " -18" -18 TO -24 6 TO 1.1~ -
UE CU1 FESC RICE RICE CUTGRASS
SOFT RUSH W J _
PICERELVI WEED PICEREL ~ ATTAIL C ~
RROW-~ VIRGINIA IRIS A ARROW-ARUM
SOFT-STEM OFT-STEM BULRUSH
U W ~
I
o F--
_ - ~
PO D NO M L POOL
1 1 z L~J
6 6 U
1 Q
L~J 4 -
L1.J ~
TRASH RACK OF TUBE n/~ " l~ ALUM. ®t2 O.C.
ANCHORED TO 80X
X LL TOP BO
U
PVC PIPE THE SIZE OF ORIFICE
U
WATER SURFACE
0 eration and Maintenance NTENANCE REQUIREMENTS WATER SURFACE
p POND MAI
STANDARDS FOR EXTENDED DETEN110N AND WET PONDS MAINTENANCE 1. Routine maintenance is vital to the proper operation of SHOPPES AT DAMS LAKE
7 .4.13-4.17; Project Name. 4 333-2393 the wet detention basin (Schueler, 198 , pp rt . IDGE DAMS LAKE LLC Phone Number: (70 )
_ - the same but ever Responsible Pa y CAMBR ' emoved when 5096 of foreba volume is Maryland DNR, 1986). _No two ponds are Y Sediment to be r y Address: 1043 E.MOREHEAD ST. SUITE 202
anent ool volume is and will require maintenance at soma point, and their filled and/or when 2096 of the perm p P size t e of
torn a volume must account for volume lost maintenance needs will vary with the yP I. Ins ect month) , or after every runoff-producing filled (designs g P y SPECIES I S I ZE ~ . SPEC E SPACING S ~ j
sediment stora e . watershed, location, etc. rainfall event, whichever comes first to g ) 4., ~
hen filled. 2. Ade unto funding is one of the most important factors ris from the trash rack. Sediment traps shall be cleaned out w q ar and a) Remove deb SOFT RUSE ' I GAL r . ~ A FT RUSH 2 ' SO ~ 04
in a successful o eration and maintenance program (M yi P - VI INIA IF 6 I GAL INIA IRIS k - VI .e~ _ ~ ep
ood ve etation shall be allowed to grow on the DNR, 1986). b Check and clear the orifice of any obstructions. If a Now y g ) T - - - n. 1L A S 3 I GAL m~ - - RICE CUTGR S
s the drawdown mechanism, check for pump RICE CU G embankment without special design provisions. im ortant to pump is used a ~ ~
3. Desi nation of a responsible party(ies) is p PI RELWE g operation. PI RELWEED 3.5 ~ 2.5 I GAL ~ ~ a
be cut when it exceeds 18" In assure proper inspection and maintenance. WAR Other vegetation shall ARRO t of tanned landsca in . c Check the and side slopes, remove trash, repair eroded RUM e~;~ ARROW A ~
height unless par p P 9 nce 0&M costs ) P -SOFT-STET 4. Estimated annual a eration and maintena ( ) info)) event. P areas before the next ra SOFT-STEM BULRUSH 4 I GAL NOT TO SCALE ~~~.~d,
ion basins of 5X of construction costs were Debris shall be removed from blocking inlet and outlet for wet detent I GAL
o in . found in a survey conducted by the State of Maryland on is o orated with a ve etated filter, check structures and from areas of potential cl gg g .37 . In d) If the pond p 9
their wet detention basins (Maryland DNR, 1986, pg ) ulation erosion and roper M the filter for sediment accum P
free from addition the NUPR study in Washington, DC estimated 0& flow s reader mechanism. Repair is The control shall be kept structurally sound, tan operation of the p ~ costs to be 596 of construction costs (Metropoll
erosion, and functioning as designed. - necessary. Washington COG, 1983; Chapter 3). _
ve etation shall be _ Periodic removal of dead g and that in eneral,
5. A study of Maryland basins fo 9 II. Quarter) accomplished. Y
eo le had more favorable impressions of wet detention P P in them and were
is allowed within extended detention basins, were less likely to throw litter ~ a Ins ect the collection system (i.e., catch basins, No standing water aintenance on ) P
selected. more likely to clean and perform routine m i in tossed swales) for proper functioning. Clear pond unless Design #6 Is when the- were rovided a prominent position in P P g' g in bottoms and check these basins y P accumulated trash basin grates and bas
is to be ke t b the development (Maryland DNR, 1986). obstructions. An annual inspection is required, repot P Y piping for _
owner.
6. A permanent easement must be provided to assure easy eck and inlet i es for undercutting, replace ken to secure all b) Ch p P P
cted and debris removed after access for maintenance. Care should be to ri ra and re air broken pipes. The s(te should be inspe ents for the easement. P p' P
ever ma or storm. appropriate legal agreem Y ~
c Reseed tossed swales, including the vegetated filter Id be established ) 9 n maintenance res onsibilities 7. A benchmark for sediment removal shou if a licable, twice a year as necessary. Repair eroded
All special consideratio P for water unlit and flood PP listed in the credit a lication. to assure adequate storage q Y areas immediately. will be PP ~,..,,.+s„~a
~
GVII ll VI IYI IV V VI w.
8. The maintenance needs of any particular wet pond are III. Every 6 months
Inspections highly dependent on the condition of the watershed that y TRASH RACK OF TUBE
contributes runoff to the pond. Maintenance should always Remove accumulated sediment from the bottom of the ) ALUM. ®12" O.C.
1. North Carolina's stormwater rules require annual Include minimizing erosion problems and pollutant export to a outlet structure. hereby acknowledge that I am the ANCHORED TO BOX
inspections by the regulating agency of wet detention ponds the pond from the contributing watershed. r,FnRGF MALOOMIAN party responsible party insib!e party for maintenance of this
In the pond. If 1, financially GEORGE design depth. depth, sediment above, detention as part pond. of the Certif I will perform the maintenance as outlines =
or as a pond minimum. operator are More strongly frequent encouraged inspections to by the land owner, 1. props ensure the g. Again, one must remember that while general maintenance b) Check the pond depth at various points I will p r operation of a wet detention pond. Local governments tasks are identified here actual needs will vary from site depth is reduced to 759: of original design of the Certificate of Compliance with II
can require more frequent inspections, and all local codes to site. In general, plans must indicate what operation and will be removed to at least original stormwater egulations r ce lulations r ceived for this project. II I~
Date:
to determine when these actions are necessary, and who is Signature
2. should The be Division of consulted. Environmental Management and several maintenance actions are needed , what criteria will be used s of items that IV. General Operation and Maintenance plan
local governments have developed inspection sheets that should be responsible for included these on an actions. Example as checklists for inspectors. At vegetated shelf, slopes, to the season. Maximum grass serve
should include review of the following: include, but are not limited to the following: Mow minimum, an es not including normally submerged fw Inspection height will be 6».
a. Debris and litter control checks for inlet, outlet and I, L C of a Notary Public for the Stat Y , L , l nt- I 'i STEPS ®18" O.C.
obstruction of the inlet and outlet devices by trash orifice obstruction after every ~A- k ido hereby certify th t , E-~ I ch 1 I ~
and debris, storm producing runoff. along the and erimeter; however, they must be personal y appeared bef4 ~n tared bef ht s l~ day of C61 II S
ement mowin and encouraged g pond p excessive erosion or sedimentatio b. Provisions for routine vegetation manag / 9 the entire surface area of the pond. , U and acknowled~hd Howled b~ ;,pution of the foregoing RODNEY HUNT " Olt / itnea`Q$ m~'•htJ ere an cial seal, 6"x 6" /
cracking or settling n in or around the Cattails and other Indigenous wetland plants, are County of basin, a schedule for these removed when they cover `m instrument. Wltnes of the dam, activities. SLUICE GATE /
The orifice is designed to draw down the pond in 2-5 days. outlet ore fre uentl ,for. ma N '4R (INSTALLED PER
condition of the emergency s spillway, sediment buildup and the need for removal, must be found and s, P 1. se P be clogged. The source of the clogging p L ; MANUFACTURE / OUTLET PIPE
stability of deterioration of side inlet or pipes, c. Checks every 6 months, or m q Y If drawdown is not accomplished in that time, the system may for reseeding : K ? VI -slopes A 2. erosion along the bank and the need Q ed. r SPECIFICATIONS) /
itions and if necessary, a eliminated. mmissio ' re, up and downstream channel cond or stabilization and, a) My co g lissiog Jres 7l•,.
vegetation in or on the dam. wood reseeding schedule, detention ands tam must be kept in G Y RG + POND BOTTOM RG Co
3. erosion at the inlet and outlet and methods of All components of rder. the p Ys 3. An example inspection sheet follows: stabilization, good working o
4. seepage through the dam, and
5. operation of any valves or mechanical components. V. Special Requirements
d. Agreement signed and notarized by the responsible party SEE DAM DETAILS
to perform the tasks
specified in the plan, including inspections,
operation, and any needed maintenance activities. NOTES: PRECAST STRUCTURE SHALL HAVE JOINTS SEALED WITH 0-RING RUBBER GASKETS WHICH MEET
CONCRETE LOW PRESSURE PIPE OR EXCEED THE REQUIREMENTS OF ASTM C-36 "STD. SPECS. FOR TYPICAL SECTION OF
RE U CT U TR OUTLET S

_ ~
. ~ ~ ~ ~ A yr ~ ~
l 1
~ ? ; ~
~ ~ ~~I ~ ~ A ~ ~ ~ ~ ~ ~
~ ~ ~ ~ t~~ Vim. ~
A ~ _ ~ ~ ? ~ ~ \
CZ ? ~ A ~ ~ Z ~ ? ~ ~ ~ ~ A ~
DO ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~i
~ ~ ~ ~ ? ~ ~ ~ ~ ~ ~ ~
n ~ ~ ~ ~ ~ ~ t r~ ~.(i ~ w~ ~
~ g ~ ~ ~ ? ~ ~ ~n'~ ~
I _ _ \ \ ~ t .7~1 x_ r ~ ~ ~ %+7 (T Ul~_ ~ ~ ~ ~ ~
~ m~ ~
ZZ~~ ~T1 ? ~ ~ ~ ® ~ I i) U ~ Z ~ ~ ~ ~l 0 D O ~ ~ l7
- ~ ~ ~ ~ O~ A ~ < Zg~,. ~ ~ ~ ~ ~ ® l ~9g~ ~NI
0o n O ~ \ ? ~ ~ ~ ad (n r ~ D D D D ~ ~ ~ ~ W~~
~ ~h W ~ ~ ~
01 ~ ? ~ ? .a, ~ _ v. D ~ S ~ i0 ~ . , c' f18 8~f11S ~ ~ •z~~ i,<n
IONfI w ~ r • ~ 0 ~ ~ ~ + . ~ ,.6 ~
s ~ ~ _ ~ , , , r 3 ~ ~tOC~(1~ ~
~ ~ ~ fT A N ~•0 ~ v , , ~ ~ ~ ~r~N ~ i~~ ~ ~ ~
T. ~ ~ ~ ? v _ O " ~ ~
~ ~ ~ O I~ zZ~ ~ ~D ~ ~1'
- - _ ~ o ~ ~~~o ~ i
0~ ? y ~ ciao ~~N •ti ~ ? n ~ ~ r 0~ ~ ~ ~ n ~ ~ `V ~ ~ ~ - _
~ (695 ~ . ~ ~ ~ 0 V ? v... ~ , a 1N31N3Sb3 ~ ? ~ ~ ~ ~ _ ~ \
b Q [ o ? rnN z ION ~ oo ~ 8~~,. - ~ z_ ~
~ Ni 0
? N ~ ~ \
~4 ? ~ ~ ~ I~ V ? Ui~ t•y.. ~ ~iti ~I~~ri', ~
~ ~ -~v ~ ? ~ z_ ~ ~ r \ ~ - ' ~ i'~ ro , _ ~ ~ V ~ ~ ~ I ~ ~ ~ - A ui
_ dIN S o ~ ~ 1 9 o m• ~ G Y ~ \ . t~ i ~ ~ ~ \ A_
h ~ M ~ ~ ~ drN ~ ` in ~ ' ~ " 'a ~ a$ .J r 9 M ~ ~ ~ ~ ~ ~ . irk ~ ? ~ r ~ ~ , . ~ ~ 9 ~ ~ o
N ~ ~ ~ ® ~ ~ ?
i' ~ iL ~ ~4 ~ ~
~ i- \ ~ N ti ~ ~ ~ ~ ~I/ A A
~ O ~ I ~ ~ i ~ _ ~ ~ ~
- ~ ~ \ ~ ~ n = ~ I ~ z ~ i ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r~~, ~ / ~
~ ~ \
~ n [ O ~ p7 1, i • ~ \
~ r ~ ~ z~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ N ~N~ ~
~ r. .C0 v D I, ~ ~ ~ ~ ~ ~ , t. ~ R ~ ~•F~, , ~ ~ ~;,~q
- ~ _ ~ ~ _ t \ m` ~
1 ~ ~ C~ ~ i .N ~ Z ~ ~~F . r . ~ \ C
N ! cn 'o a i mom i 8 ~ ~ - m, , / ~ ~
m0~ N I N i d . T ~
r °cmi~ r~ _D ~ ®o ,t ,D ,.y ~ n ~ c ,
D z \ ~ ~ W ~ ,o
_ vu ~ i ~ D Z ~ \ rlv a N ~ \ ~ ~ ~ ~~1•T ~ n \ ~ ~
r J r~ o o~ ~ N v_ a ao ~ \ ~ n ZZ- (P r~ ~
i w ~ A O. ..O ~ ti .O ~ ~ i pZV. V i ~
r D / ~ di ~ ~ ~6 C N os ~ ~ ~ c ~ ~ . F
n ~N z~~ - ~ Z~~ ON i ~7 ZZZ_ ~ ~ ~l ~ ~ r S
m~0 ~0 ~ ~ i ~ ~ ~ O ~ O
i• _ • o-- . ~ ~ ov 0 ZZ~I ® • J
o~ • v ~ ~ ~ Z~'U ~ ~ O n VWN ao ~ ~ O AWN W 'w ~ 'V •nn ~
~ 1S ' ~ «.Zl n V. ~ ~ a~~ ~m••O rn O(Ji 01VN0 vs i 1 ~ U1 VW o ~ \ ~
~ ~ O v \ N O VAN \ ~ \ ~ ~ NN ~ ~ ~
a w co ~ n ~ L ~ i N ~ ~ ~ tee.. ~
~ ~ i < ~N i ~ ~ ~ ~ e
~ ~ ~ / ZAP ZZ~~ ~ ..O ~p J 1 ~
;o v 0 ? I O~ Oz~• ~ ? ~
O coo c•. ou ~ ? .n , t I
~ ~ ~ 1 ~ ~ ~~W ~ cn~ 0 0~ I ~1 O N CD .Gj ,p, iO N VON a~ ~ y m Of N ~ ~ 1 ? ~
ZJ ~ v 1 1 N J I I D Vc0 I 6+ ~f \ ? ~ 1 ~
O 0 ~ ~ ~ ~ ~ ~ I 4 I
(n ~ i Z o rn ~ I
r. ~ ~ A rn n 0 ~ drly ~ j, ~IOD(n v fTl ~ ~ ~S, ~~I
~ ~ ~ drN ww o ~ i R~ ~
z N r A
r ~ \ drN -I d w - ~ r = T.
~ ~ < ~ ~ ~ n ~ ~ I
_u ,i ~4, ~ ,,r~ I
d ~ 006 ~ II diN
A J ~-1' ~ ~ ~n ~ - ~ ~
~ dr v ~ ~ ~ dr d1N I ~ ~ ~ ~ o I a+ ca r B
~ ~ N ~ O I I ~
~s 9 ~ O I
~ ~;i~ ~ 1 ~ ~ N ~ ~ ~ ~ 9) ~ I
~ s ~ ~ ~ ~ ~ ~o I ~ ; I
~ z_ r , ~ m.. 0 Z'~ ~ t(1 ttl I
m I z ~ ~ r _ ~ ~ .Z! ~ ~ ( ~ ~,V ~ ~ I
c ~ v \ v I ~ ~ m ~ V zv ~i i I
o ~ ~S ~ ~ 'B ~ ~ -T~ v I ~ i ~ ~ •'1 ~ • ~ I ~
D ~ V (n ~ ®o N m~ ~ I ~ <
mm ~ ~ ~ ~ ~ ZA'0 W V = ~ D ~ ~ O ~ mo I 'i _ - ~ o l
~ ~ mho 1 A ~ a9 ~ om i ~ ~ c v ~ n ~ I i o
~ ~ ~ ~ ~ ~ ~ y o -i z I I < - \
~n ~ 1 , W ~ 1 ~ Oo ~ j l i ' : .
oo W ~ r ~ N ~ ~ I f ~ ~ ~ ,;~i c
1~, ~ ~ N i N I •6' I v
~ ~ ~ ~ ~ ~ O ~ ~ i ~ r Ir;
. O ~ I I: iii r1 ~ i
f ~ ~ 1 ~ i I• ~ ~ I r_,
~ ~ ~ ~ _ ~ i rn ~ l~ ~ ~ .1 O ~ U1 I I v ( ~ i v I ~
N ~ ~ w _ D 11 N ~ _ D r` J o mom n ~ Z~1~ ~ ~ I ~D K ~ ~ J v v ( ~ Nn I ~ \ 9
~ ~ ~ J (11 I ~ \ mvn I mO~ ~ A.. ~ ~ w , w I cI ~ ~V' ~ ~ Oli 0! ~D
~ (n N ~ ° n ~ cn 0 ~ r ~ ~~D - I ~ WO ~ ~ ~I rn
O O ~ ' \ ~ DOS < ~ ~ ~ ~ I i- N & O7 ~ ~ ~ I
~ r O 1~ ~ d .V rz~ .Z1 a' V / ~ I N
~ i ..i I Z ~ ~ ~ I ~ 00 ~ ~ ~ i ~ 9j ~ S
e ~ ~ ~N 1 1_
® I U~ ~ s ~ i
~ ~ o o \ + I- -m~ I
it t1 ~ I II ,a ~ ~
~D ' _ ~ I.
N I - I i Ql ~ U - _ Z~ i ~ ~ 8 ~ ,Z ~ ~ I ~
~ . N _ _ V ~ , _ I
~ ~ x ~ \ i. ~ I ~ / ~I I ~
D ~ I~ ~I,.
N i ~ i I v i ; i ~ _ ~ .I J ~ -S ~ v
I 6' Ned ~ 1 I 0 I- ~~WWf1S I~ ~ I
v o rn zz~~ _ ~ I ~ ~ «0 1, i
i < ~ ~ ~ - ~ m•o n ~ ~ ~
1 ~ \ ~ ~ - 1 1 ~ ®v n <
~ Ui Ip U? A O ~ ~ ~ cn ~ v? ~ ~ ~ vcn oo rP (n I {
I- ; T, ~pvp (n~ ~ = II -
W `~e ~ ~ O N m~ ' J A OViN ~p j ~ ~ ~
m ~ ~ ~ 1 -Tl ~ ~ ~ rni ~ 1 1 m n rn ~ W ~ o ~ I ~ ~ (jl
I / vzo l _ ~ ® cn (n pp L ~ ~ ~ ~ ~ I ~.I ~ ® U .off ~ ~l ~ ~ I fTl ~ ; r',
DmA ~ «A - o o ~9 ~ ~ . ~ ~ i~~~, w x Cn ~,1
~ w~ ~ ~ _ ~ 1 O~ ~ ••Np ~ ~0 Z~A
o r% 1 OZ ~ ~ ~ ? ~ «O ~ ~ I S'L8L ~ I rn - ~ +0'88 ~ Z -
~ W ~ 1 OVO0G0 O O V' ~ ~ ~ .i C I j O~ m ~ ` ` T Z
~ ,,9 ~ o ~
~ 1 ~ ~ / « > OViNO 1 p ~p • ..O V •~e \
Z ~ 1 . \ ..1 1 OZ~I' 6Z~I• N ~ ~ ~..°Dv -ci~•°°~ ~ ~ ' \ ~ o
n S ~ , ~ ~n v ® d ~ ~ I Irn
D j ! - V~~ ~o~ •0 ~v v ~ z-zA i I~ ~
ENO O M AA~ ~ ~ .v ~ ~ • . o
~ (I / Q ~ W W ~ , o, ti zz_ ~ ~ - • ~ I T «~o / oz~• v i I
! ~ ao ~ II 1 i p ~ ;~cnn oo / I I v ~ ti m ~ /
1 ~ I ~ ~ ? i I ~ ~ ~ ~ ~n 0 v~N ~ / 1 Q~ rb~~ L9L T I ~ i «o 0 0 7 ~o v / 1 I
0 8 ~ 1 ~ I / 1 ~ =7 7.0 , , z_ I j ~ ~ ,o, , .0 ~ ti FFE= 0 ~ o~ o av• 5 0 ~ w / 1
li ~'~I ~I ,I. coo ' ' , . ; , oo. ~ rn ~ I I 0 cn . w ~ ~ ~ ~ ~ / I I
~ ? 'y" ? --IV' ? 1 ( S• . ao I ~ O I I ~ ~ ~ ~n Uv wc~ w ~ ~ rn~rn
1 1 ~ ~ ~ ' ~I I I I ,1 ~ ~ ~ ~N~ I ~I I ? I a / mod OHS ® ~
dlr~ ? O : „ ~ :v
~ W / D A ,p ~
I I ~ ~ 1 I I 1 ~ti ~ I ~ V ~ ~o~~ ` a rnrn- c••ao 1
~ a ~ ' ~ 9 < ~ 0D \ ~7, m z ~
i ~ \ e~ I ~ ~ D cn ~ / v ~u~N 1 ~e / ~
'I ~ ~ 1 / ~ ®p.5~ ~ D A v. a CP ~ ~ r Dorn ,
~ ~ I ( S ~ 149 -15 ~ ~ I ~ ~
~ ~ 140'-1 r I 5 RCP 0 0. ~ I I
~ it ~ 1 . ~ ~ ~ m 1
1 ~ ago I ~ z
v \ S
\ ~'I - L
MATCH LINE ~H LINE SHEET C2.2
U ~ (n D Z Sd N (n as A W N
~ w N m - Z~ DD O ~ N ~o ~ ~ A ~1 • ~ O ' ~ { > . D Vl D D D C ~ m OD V 0r (n ~ w •DZ > Z ~ o I C m ~ ~ ; Z zit D~ DAO Z nA~ > N AA ~ ~ G D O ~ I~ ; ~ n np ~ I*1 ~ - w N ~ N~ Z~ A~ ~ J rnNNyWN~~;~ ~C>~ ACAVI DAmr~O COA O r D CA A ^AC c
O om I C C D~ O m C> C ; ~Z r G ~ m ~ ~ ~ ~ Om Dy AZ =Z >m ~ ~ ~ ~ >ZV1 ; A m - ~ ~r zA D ; v z~ z~ -I w ~i = v r r m _ ?~>~i o_ f~l a O~ • ~ o m~ m z zz m Q o c < m ~ > c ~ ~ a~ v no 0o v x > ~ ~ ~ ~ > ~ a~i $ C D ~ ~ 1 t+l n1 r > fq ~ _ N V1N ZZ m ~m~ rrn N + w N AOD-mr;r~C A ~ z Cm om>O> Co Z m~ ~ ~ z± Z w f+1W Omz~ AA ~ a~iQ 05 ~ = pz ~ApCoo ova A O' ~ o o' ~ o•v mA->~^ ~O• V1N ~ _ m ~C v v N ~O'd D'0 > yr ~ ~ ~ y p2 v r mAm D
~ zOo mmi D v Fir Fir Z D; >i > O D t m 1:> 4 1~ O r" ~ O o Z { { DD ~Z Ar o ~rrFy >N ~~A ~ H ~ >'~O 2 z v 2 ~ 2 DO U ~ ~ D 1p{ N{ rn ;I+IA> s~ D D xv O _IA ~DI~10 ~m ~ > n G N - ~ > > ~C ,~-r ~~-r A mZ AA 10 0 A F F m-+ _ AD m A O ~ RI> Om m z-~ ~ CDm C~DI C Q Aur m v oA~c a ~A ~ z o I- A > zC ~ r+l~C O '~O O ~W-_O~~~D ZA~RI~ - SAO < AZ IAD A-1 D I D AD WAAZVI Dr~~
(A IA m 1z ~ A D ~ m ~ z0 A mZ O ZA A ~ O ~ ~C > Z - s ~ ~ J ~ D Z r D ~ v ry Fib - >g m ~ _ n F~~F o~ Oz UI A~ D { U{ O D Q AVIpp {S n~~ ~ -r OG or ~ pp Q Z Z-1 CZ r O N > Z y O Z SAD ~1~ O O D Ulm NA "I ~ _~~1; n A A Z{ ~ D~ ~A AO ~m D > F~ ~zn DN ~ym A FI O-uJ D ,~F O~ppz p>~ zo 00 ,,z z ~ mz-r ~mrz zA z,, ~z ~ { ~ Iz o om AF AoF m wmAO -~~zomz~ Z ~I W I II O O A{ -1 D A ~ A { ~ Z ~ F pAZO AVIAm ~ C7C v a I ~ O Nm~m D z. O Qm>~ m A~~-m m~2 D O v ro OmZO AD_• uJ > A2D - f D ~ m0 ~C AD Z ~r~r ~x v nC V) DA AI CIA rr•• I CX ~»z c
Dm-Q O- Ulm - ;N O O C ~A Z 1~ Vl ~rq-1 m r~ > An ~ AZO m-IN 1 n1~ D -ZRIr~ nZ n O~ Z~C A rA Fn Z Q; C Z < r OD ~ °In O NA~vI $ ~ ~ f~A DOCD O Z AO- oo ~ ~ A '~OZ G ~RIr~ AZ~~ f~l Z ~m Z DV ~ N~ DD_~ 7C > O~AmA ~ ~ A O O Z A> Zf0 •iD +D OW r A O~ ~ A rnA D ~ G I NA~•0 A i ~ <ZAXm rlZll r v mZ DZ OZ rp-IZflI~R1 O ~1~ > v ~r r ~ D-i D~• r Z~O ~ ~ v A11 Z AC
~D > O C C ~ C1+1 r~ ~ N m~ ~ m ~ m0 oy~ AA ZO mz A O 1 - ~ Zp >O ~O CRIZ < r ~ O Z C -I I (~l ~ ~120'~ r~-+ ~ Z Ate; C A- ~ r n ~ Q Dm~~ f~D D D y v ~ R1 N~ N D~ Y~ ~ ~ Q ~~N V1yA O !Q O A !QO Q Z r-Z vS4 Az= tno tn~ m ~v - =f z z z A ~ mA m D m1n > ~ r A ~N ~ ~ m - > y~ mN ~I OA I~~ ~ AZ ?;m o~ ~ i D D ~°AF°~ oF,.. ym $O ~;AO >"~~~QA~ ~ c ~ rno {rn v°? ~ "~czm~' m~ ~ r0 {A CO m A Df+jV1pA~~lA ~A m~ mDA WACA^'m mZ~ -1 vD ~A D~n~ ~A ~-~cz Z >v"'mm
V?Ltn SD C m -1 Uf I+1 ~ O O y D ~A \7~ FA O O ~ >~Gp fll ~~2 Oyu I Op CO Op~ZD x m O { ~Z O ~x vD r ~ rug m ~m m m - 2y •i ~A Z Zc Q, Z O~ O~~ -N -D O mC ~ ~ > ~ > ym QZ m{ ~O O ~O > z7t I >~~yy D;~ Z> ~Isl A - Z I O _O C A -y ~ ~A A O _W m A~_ '-1D ~ A Am D R1 rro' ~ ~mOmm~ m~D~ DZZ-r mg~m ~y OD ;A ~ ZSC mD ~mrzO~mA~uj ~ _~~r 'J- ~Z F ~ ~ Z Z- Om ~o DmZ Amy zm>O ~zmy~ O AZW m z"~ C ODA A~ AC A~~~OZ
ZD ~ Z{ Zr' Z >m A Z NN D 2 ~ pl mm{ ~ • A mvmF m rn o> v ~ ~ ~m °c~ ~A ~z ~ v -co 4= Ftno~ ~ ~ ~ A"' ~!Cz~ rA z z o ~ ~ O~O -A -C D ~ p ZC ~m zC ~ ~ ~ rl_ ry y Om m;m m= D O >m ~ !!!Z ~ p>m ; N~ > {I~I~Ap ~ ul W { A A ~ -1 - O Vl _ O r+t Q-I D D Z~. O D~A ~ A m O O ~ZD X12 ~ZI~Uf O'~jA D Ulr mmFj m NA ~A F~ O O~Q•~ m ~Z-~Z A m m -1 ~A~I yA DA W G~ ~ Q ~m D ~ O A D 2 r+1~1 DA a O ~ ~ ~mN ~ c y ~ ~~,Fo mD o ~A rn mA ~r"~ AA?; N o A~ mA2 _ In rz ~
D; r ; A Z - ~ ~ A f~ V Z. R1 A m D - C pp ~ Zp > ~ ~ Z ~ pp ~-,C W Dl~ D1r1 RI OO~~I ZO Ri ~ fD- ~ ~ OF N~ A ~O ~ ~ ~ Z; ~ PIfA m ~ A ~~NZ mm Z D Z N O ~ {~;O A y D O C {r aW~ F Q O O C r~ N An Z - Oz m ~ y Ac z z>z ~ ccv~$ mA-z o m D z~ pv O o~ ~ ~g ~ z~I W o o A Ago {z o-ro~ ~ ooz - ~ u,= Q ~ D -m > ~~{DF,zcm N AA -O ~ 7rC ~ID-Z ~ p~ ~OAm~ 6W~p ZA InW mAR~ v D OVl OZZ ZD A DmZ~OA
R1 Z Z \ ~ ~ D 'p D 2 ~ ~ "I ~ O -C IA ~ n N > - ~ Z L fAO~ m D ~ p C ~ AI A { ~A A mmW 2 Iii ~ ~ ~ ~ _ m z ~R ~ ~ ~ o pp ~I A ~ A 1 m ~ ~ I v~1y o rl N mc~ D D m~ m m m D m nC z m m O N Om A;> O QQ 5 Cn-1~ ~ O NC ` O A WZ~ A D ~ N W m y0>OD D A ZZ fn Z C WV m Z-A ~ O m 'gyp Dul .~D v vm 2 Op D z A m~>~m Z~ZmA o_ ZCr~> Z~m~D ~O- m •~F tn-p ~O r Oz>o~~Olpmomr
OC _ DND o O~ OD n ~y ~ Z r m ~ ~ rr AD n~ n~ D N ~ O n1Z0 ~ ~1 ~A Sx m 00 O Ul A ~z -I o ~ -1 ~D c~ ~ C A m0 ~ ~ _C zu1C~ DA z > ~ ~~Z AOm m_W ~ z~ ~ NC y~ 2 rnm ~ v O A O~vA~ m~ Aul AAA tnD;AZT DAD O A D AA A~ A{OZD ZxZNO A mA0 rn ~ C r O~ C Cm0 'rW~ CAmO~D ~ ~ Wm A -~O O~ fllOrt(n<~mW AA D~ O~ ~ pZZ A W y ~ O y~~PIAZD~~ O-WiAZZ ~CD1-1 ,i-IZ<nVl D C 7C ~~Z Z D'~ D ~DZy
~Dr Z-IS ~r 2 ~ O A; m D DA O N D ~ DI yV O 3N OSAC r- fA ~ fAA ~'IryyZA s D DDS O~ D CO A A { D ~ A r ~ ~ ~ A > Q~ n - DA20 C m~ m (A mN m n C m ~ A ~ F~ F r m z mC nm \D A C ~ Y{ y RI Z- ~ p AO Z~ DZA ~ ~m ~D ~ O Z G D O A ~ n mm ~C yz FDA ym O ~c~F C y Fig A ~ Z _mOZ pA r ZO C O A~ v ~ A A ZC A~AOF~ rnr~r0~ y 1y~~ f+1 O z ~ Z -O~ v ~ m ~Z A Z Amy vZ pA r C• A m ~ D Z; m~ ~of~ D W~DrDO -AZ v 6A A D -A XD-~omDAfryAo
Z~R1 ~NRI D ~A D ~ m;A {D n Z ' D 00 mN ~ ~ AOp f~i RI ~ I ~1 O N~ Z m N~ ~ z -C\O Z ul to ~ m rD I c r~ r~ ~ > O ~F m ZA OD Om2 my - z n Z > A~~ ~ > o O~wz np ~ wm N~ ~ ~ D D m A j ry+ mm~m~7C~zy mWOOD - vW~ ~,F zm N z~ Z ~ ~m vAr~ 2 tnm>r"~ • Z AO r- ZDZ - 1 ; -1 O ApD Zr~1y~ ~'~AZC AAPI F+1={OV0 ALA AO ~cCi i0 Zm r' D• CVI
A~ D ~ c O mD m0 ~ Z ~ m G (n Z ~ ~ ~ m f+IC O ZZ =m (A 00 Z m Oo~ ~ O ZF m -1 UI ~ O CZ m I ON A A ~ Q .~>Fi{ A O A D O 2 > O D m w 2 Z O pp~ Z- Z ~ ~ O ~ A D '~A ~ ~ D { ZO C C n im - (n Zr~> OA ~ Q ~ Z nZ >O.~ R~r Z Z ~n Z CZ D VI Z ~ y_Am F D7CVl p>_O y Z AO O ~m vl rD ~~10 Z-{ Z~ W Z N > ~ Z A O DpppZ_~t~~ vZ ~ ZzZRr V? -r D5~ A Dy D O p -~O I
D~ ;my ~Z m Z ,F O D'~ m m ~ o OZ C ~ z m ~g>m . ~O OAm z O O z r~OD O z ~i ~ O m tnm v p I ~m0 m vr~ m z D ~iP> D zc ~ ~ o N G 00 ~v _ Ul O A~ z i o$~o n m o {m mz fr1CZ ~ F ~ m m ~ nG m A ~ ~m m; NC R1 ~ f4 mr { A ~n~ ZDC1 Z O > ~m ~ ~ D NA '"~Ul; A N; N~2 N A D Z~ Ul0 QFOOON Vl Z A DV) D InOAZ A v O O m0 m > r~ AO D ~ O ~ ZD~ r A- mzy ~ pA m ~~z ~C DNrIr~ ~Dmmm n mz D rgD v D A iv{zA m~ m~-rz- rrmD~ N~;~ ~ ~A ~ _ cn D A m~- AA ~m A ~ oy{ ~ m m Z OA mQ FZ D,~- AN A A -yOmZ_ C m m Ul- z~ ~Z A?~OUI A FA~m
r~ yy~~ r o z AZ n m m r n ZG~Z = O > ul DO ~r _f~l A ~Fj A ~c ooZ AZO ~ Z m -n N~ O~ ~ vm~ x ~ A ~ ono v I c \ A{ ~ w ~ vJpp yo v~~~ vzc ~ z mZ~ ~ o Z1 X~- ~m o - O~ A A W ~ N ~ ~ ~>CDsrq ~F O opD> ~v?~I ~17CAAAZ NA p c~ m DD mo OyZ ~y~COpDO ~ O ~m m _ D ~-ZA~x~_ A~ZZ~ o Z mm O~ AA z~ Z 2z~
~ Vl { ~ D A ~ ~ ~ D 2 frl Z ~ _ y~ Z O (A Z D D 1+I A c O m r A ~~>rH O = V)I+1 Z> O '0 > \ ~ o ~ D D Z ~fA D A~g r N g2 < m Z ~ rmDC A m O o m ~ ~ v mZ ~ D•~{ ~m~ Dm 1(n m~~~ Z om 00 ~ Z ~ Z 7Cr AA m O 2~OA O po CZO _ A A AR~ AA ~Z prA~~~ O >W Z < Z > A ~ to r~Jr~lAZ2~ Z {Z N D ADA~CD ~ Z O DA O DAQrj~Ul ZC7~-Vl i-1 Z D vtllp D - ; A v D ~ A ~ rvZA D~W C~ - OZ A p ADZ
~ ~ z F F o (!1 D zz ~ o D o F $m~ vo o- z > c>i ~'c mzo Z D' oz > ~ ~ O m O N DO O o DOZ $ > ~ Z ~ mC ~ OZ $i~ pAA 00 to F mAQ O ~1 ~I o ~ O Z N (A W N~ O n O N O n{ ~iZ - 'n RI N `F O > m r Z D ~ E~<A~1rl AD1+1A~ ~~'~r pF0 m WDm D ZA O f/IrD• ZN '{Cfr1"~ZC ff1(~Ap pD A Q~ ~ - ~ Z m D OVl A O O -m OUIRII~D rA A D ~ xo ~ -I ZF O O~+N - ~ Z •~~~v ~ OAO~ yzZ m mzA~ m,~0 m or m~ c~- C~tn00
v z ~ v m ~ v m ~N y ~ m m F N A~a ~ N ~rn o ~ w ' ~ v~ z ~ _`a r~ 3~~ m vx A z D D (!1 o ~ C AOy f!) G Oo ON ~ DDty~O ~ O > Vl~ Z ~ A;p rn-ID n N >~mLA ~ O Z~ ~ 2; Z A N to Om O~A~ mrTl I WW- m~rOm OC y z ~ n DC I [(AWO-1m,~A,~~ ~ O N ~ ~ t~ y;A ZZmtnA Rlm~~p mm~~ rD{ZOO SAD A~ m AA r~~m'~-CAm
o y ~ n O X12 n ZC \ O O oo r ~ ~ D AZCg ~m Z~ ~ GNy Iy- ZDO { ~ ~ Z c c vi ~ r D ~ y ~ {O~ D ~ A~ C ~xz DZZ .~Wm O z Fi~~ 0 C m m O ~ ~ D~ ; 8 W~ W~ Z C \ r ~O wO m 1+1y~ mD-I zC •pC A A m r~ ~ Op C ~ A r p~O m~0 vim A Dz mZ m m D C v r ~ A Omz rrlm O A A ~ cn Zm vx05 -mA^~x J-rm <mWmA~ m DZ y~ Op Atnc~AOA~FiIx2 ~ r~ DW ~ ~ >y~ Z~AA<<v ZZ mZ m D r>• A ~ N A AZ O QA uIADVi
Z N 2mD W G y - {C>f9 I ; r O ~1 ;m z o m m \ O nA o Ul a (ntn Z A O m 02Am D O ~~D oD~ OmD ~ O y2 m ;RI -D p ~ ~PI~ D{Dt+1m A10 O ~yOA ~W AgZ ArCAmp A mN D ~Z A N s ~ ~ n~ Zy O Z o fq~ < 'r~Z 6 -p O'rD D .i Z D~ F OVl Vl I ~ ~~-Fz~ z m~ >m ~ Z rrizcDDD o D Q zOZA~ r m D ~O z m= D omDCA Om
~ m Z zx~ y \ v D o v ~m~ r~ <~>~o~ pp Z n z - Z~ o r ~ O $ N pDOZ; ~ \ O o y r~ r 0~p~2 ZyD CO ~Ay O n w~ f+l a A D Av - r~~? Z Z AAO FIIL AADyr~ Z D tn~ x r m ZAD< ~ C~ m O ~ Z D Vl~~vp mZ mNAO -O{ ~ A v fr1 ~D r A
~ o { O D D DD ~ z Vl Pj AN G-r V1A mA ~ S {PIS C~ R~1 W N N ~ ~Z A n~ nn D ~ v ~ Zr O Dm DZ Z ZO CA AO ~ ~ o~yzxrz v Z m-po~W WAD O ~ D O~ =F W o O A
{ m ~ c~ z mm zz ~ ~ ~ C~\> °ym D D tnD p ; F-~v m ~ m iy m mm D m~>pZ Z-A Zmn ~ C A~ v ~ - ~ z aF o.o zo vvm D z ~ ~>~O s 7 ~~I D N~r A OA{ ~ 0] m N W m Z 0~ r v A { m m D ?O = ul N
N D N > ~ m~o ~m ~ m~~r~ D D
n - crA oz o-,~ F o zp ~ O ~y ~y . W ~ 1~1X r Z CO;~ ~nIA ~ Z~ S p _ O ~X ~ O
N Q A Z O N n 11' 7CN '~QZ ~ O A m>{N{~ Op OI+I~~ Qop ~ C SZyZ n~ ~z
Z' m AZ~ Dm v G Ov A ~ ~A Az ~ o y ~
o L~ 1~I>~ ; . w~~n r >2 On 1 m A
~j~ im r o z >j m ~F~ s c~ v ~ zH 1
s', Y D m m D D mfm~1~ - ~ ~ FI > N - m N ~F1
m v Z z ~z>
r D N ~ Z V1 p Z ~ ~ ~ N OZO.. A O . I~'
D Z O
v
w v

~ ~ ~ ~ 4
~ R r" ~ ® _ _ PROIEC~ Yl~1ALfR AS SIIONN ~ DA1E
•.a n . K~ _ aaaxcT ogre
~ a~1 r' ~A ~ ~CJ~ ~ OCT.200.3
~ Incorporated ~
drQ1' ~/l ~~L < < 500-K Clanton Road ~ ~ roc Charlotte, NC 26217 ~ ~ ~
~HlKiii~ 704.525.2003 r~ar
704-525-2051(fax)
W

rn cn ~ w W N ~ - ~ m m~jov~~ o~cDJ OcAU? o~oZO OW rN ZAw mN ~mi~nA~m~~A''
U1 ~ Z U ~ ~ ~ ~ - ~ - D~~I. ~0~ Z'(lG~, AA W' N~ AI~2t+IC~Ay. WA~00 pZI+IC!0 ~DZD OD J ~ v y 8•pOmrO 1*InmCD - (n~1 ~ DD N O py-1 n - -10 80~tD ~ y ~ Dm CAD =r~~ D~ Dnn , DTI O• ~ x yr so~zp D•oCDD Amo a m m ~ z $ o ~ AAZ~ rnz
. , ~ ~ , D ~DC~ Z'~ D~~i D ~ C ~ „~0.. 0 Z n n0 Cn ~ W N ~ Rl - Z~ c D D~ D cn D D ~ ~ v m D cn O Z I z nO0I0 o rn -~v v f -r^~ ~m -m oAA~ A~ A~ o A~ 1 A~ rn n m m n o o D z~ mD z - ~-m~• ~ n O~ mr w ~$O ~_~yc~m D ~l z ~ I ~iA_ A v z -c z ~ U o nZ IZ~Dn v - Ay~ $a--O~ f Z Zrn _ ~ ~m oo~ o a omz nD_
~ ~~pm I c m ~ ~ ~ v n0 ~O m~ O --I•pr~ m rD ~ m-~A i oz Z rn2-I ~I+~rZD ~A yoAD r~~~i_m D= CI n r I c2S m~ ~zAc O ITI (p ~ ~t ~ A ~ ~ O ~ n A D ~r~Ul m D A m ~ ~ o o W~jm D,~ >Z ~ orno o z '~x y o zoo +~zyom ~ ~
'DO ~ D~ D Z ~ ZO r (n ~ ~ p ~ r- Dy ~Z nr vcn ~D * ~ cy CD ~ n ~ O x O _ ~ ~ c ~ O ~ m = -I ~ o ~ ~ << m - ~ ~ c~ v v 1 ~ ogNmv vo~~ Av< ~~omcDi O a 4 ~z ~n~ Dz o~ ~ v rnQ~ $ QC v ITI D ~ ~ -i ~z m - ~ z > m xA o o D xAmm r v yo ~~cn v ~ ~ m f' ~A~ -O n-I ~ r I~'1 mn~Z ~A z Dv ~ m ~ ,~~~avz Dpi b zzv'~ ~bo_x ~ y_ N m~iczCZ Dpmmm
O Om I z0 DD v m z~ z~ D c rn2 ~ ~O O - ~ ~ my ~m Z- C D. R1 ~ r O Z ~ v v or ~O ~ rn O ~ D r r Z ~ D~ D D D -r rn Ul ~0 z_ ~mm mo o rn D ~ r b x o ~ m $ Ao g ooh v -n y~ ~A m ~?o y r' O ~ D r~ ~OA~ v {O~ii.. ~ ~ p x?rt o -D mD z c ~t~C r~+ O~ O ~OV zW c~-~ ~ n ~ D1nu?oz-(Jly zo~mQ, m~ 2~~i yy so -ro o= oC z A~oz
= O ~ v mr m ~ D D ~ zo mm= ~ ~ ~ cn-~ m ~mOD 5~ D ~ ~ ~ Z~ rn z'~ ~i c~ v r„ ~ rn -I z v _ ~ ~ rn ~O -I~ O•CO CO -I m u1 pm.. _v m; OmA >>zz-~ y0 m ma C O rn ~ O~. ZED -I"i Ul ~I*1-I Om v c A mv• tnm m~ ~ZD~ ZoyO - m zo ~ ~ o m ~y Z D A ~ A_ ~ O 2m
~m• z D ~ ~ ~ ~D ~D Z ~cn0 O ~ n vD ~ n~ ON v Om ~~U) ~ ~ w~ ~ ~ y z_ mr o m -m vm yyo yr ~A ~D ~ Q A y. rZA~ v (n N N n y ~ O = -IZD D '+iZA ~Z~UI p~n f ~ Q~ y O n; I+IA` _A D~~ =ITIO Ul ~ m O y DO m ~r z Om ~~y zcm
_A--~ 5D~ ~ O o O mrn ~ m _ ~ ~ ~ r ~ -I O O D cn'o cn ~ -I - m - ~ v? O O r z ~ -I ~ _ D ~ D -C S O ~ O _ (A r ~ < Ul (n ~ N ~ r ~ D Om D C m rn ~ F~~j~ ~C1 V C y zmz O ~ y~ ~ SOD z D~ Z ITI to M1 Z D ~ O n _ D Z - ITl X1+1 A ~ y ~ 6 AC O Z Zy $ O ~O~r -C DA - - Oyl O z D n mp pm D~ zy m z go rW ym ~ ~ rn m yy ~x sm~m
D ITl ~ r r n - ~ ° v ~ ITI m ~ ~ m \ 7C r O-I O~ ~~c O c ~?1cIT1 r D D D rn~ ~m IT1Ul r Dv rv ~ O = W OA~~ {Z~ Z AIh Cy~O ~D frl A or y O r DOn\Ox r. r~ rn zn~ o ~ z vxs z o $ z~Z -1z ~ ~ rn • ~ v { o _ SQ O ~ O m ul0 D O_ 2CIn A V m n A- OZDAZy$
n2 D0 Cf*IZ D ~ -Ir m ymN~ nD Z Z Z ~ ~ ~1 r~ OZ mD = ~ ITi ~ m f~ to - _ ~ D y m u? - r UI-i rn ~v D mz A ~ A ~m ~ ~Zma c~AtD -n v WA ~ _z y yvmy< m ~v'nO x 2~ Z A DA O~OiD~ ny my D ADD m 2 O y~ D D D mD ~ ".0 Dm $ v o a o~ o r?c~o D ~ r~o~y S ~ v~$ z~ m ~~i Amy
m0 A r O ~ v cn~ m ~ v v O -I r 0 m~ r• m~ 'DV Z n~I ~ -i~ ~ ~ ~ vD ~ y m D OD D vm r IT1T. r m m S yl*IZZ ~ ~ z -oy vA ZZ c~ mA r'U10~ v ~AO f m v mc~ D A O-IA ~n-~ z 'o - xD ~ mDO u? vm - m m= D o-z A y D _ c~ A~ v v_o mrno~ mWra-D o 6A o ~Z ~ ~W ~o~ $ ym~ $ _z rn~ D ~ z z ~izzvD oF~y ~o ~ P mrn z~ ~c om mm cy
-ICn. cn IDO O -tn _D - ao~mc v rn Z ~ r Z ~ rr ~ ZZ m = m om rn Z Dm ~O ~ Z ~ c v~l D v~'0 Z~ Zr C ~tA ° ~ ~ Z ~ ~ ~ O O r N'0 O - Z• v~rl ~ ITir CG~~ O m m y ZV '90 = mW OD OW~ pAO~ -y1 00 ~ mn ZO Z r ~mo Z G7 -v ~ v r ~ m z f ~ mm~mzx~~i A-~ zc oAm y rno$ ~ ~ y-~ ~ vim v
Omr m rn vD p O m cr ~1c ~ m O• C .~r rn u -r v A ~ ~ ao m c ~r vOV r n-I n~ Z -p ~ ~ D D U1 rn~ ~m ~ cnao~o r O D ; D AvD_omDi~ ^~xy ~-m D c~ yy n ~y DC r,O~z~~o ~m~ Z $y ~ 2 ~ yt ~ yZ ~ $ZZ ~y00y ~ Z~ m -1~ -I Dyl~lOv mA U1 I'TI n rn m ao W y ~ D O_~~ v O m O ~ A m_ •D IA D O ~ Z O Dy z- - ~ y Z A D ~ Z A y
c m ~ O~ z rn r rn D~ ° -Div Dm Orn~O O z ~ m -0 Oc zD mm m~ D v (A Om ~y; c~ A N ~ o y~~cyD m oDD~ m Fp~m~ - y~ 1~z o2SQy pp~yO Rl~ D (n OD m D ~ - •{Znf_I+1 m~~AN nm n -Im2- ~ C m OD 1*IQ y$Z~D CZ ~
y - c N m ~ ~ O ~ D rn~ ~1 r r O n n r ~ m - Z Z \ D ITI -I ~ ~ y m rn m ~ D rn n ~ O~ ->1 N ~ 2 ~ Z. n ZUIC~ ~ ~ o Oo mp rZ D rn AD ~ x zOA z v ~ y ~~i r D_ m z z A r y m n A ~ ~ i o o vI.Z1C r- D 7C y m y ~DCDZRI ~r ~ $ ~ O mZ 1*I D - An f7 O~ n0 DZQj~~ ZCA-U~ 'TIN ~ rt : - n - ~ ~i z o - A z O z
m OZ O I (Arn cn~ v~O D ~ ~ n D= ~ - ~ o m ~ D m~~ r _ ~ rn r ~ - Z mr nrn ~ v ~ z r r C _ ~n o W z vx~ v~. n o zg z o - Qz n Oc ~D s ITl ~D 'p ~m - ~ Z AZ~x A- ~ mz y _D '"vz~ c~ D Zy m'~z rnOOo n~ OrD~ (A $v ~ z z a m rI~DZ~; ~ ~ ,~r 1v m zA o ~Or cxo ~~y~
D ~N o O~ O - rn-~D~ ~ O N D ~'I mm D~ OC.~Z D D O ~ D ~1 O Crn ~1 ~m rD-~ r m D vv mN ~ ~ D ~1rn0 mm Oyyy - ; 2 RI~ <O-Ifr1 ADm -1 OCm~D ~ O~ m1A C~- OCm^ ITl (rev _~O D Z ~ ~ Z F~D y O Oy-m ZAy f+1 - ~ t1 DC I CyW~-i
~ Z-I ~r ~ - ~-1•(v D r r ~ ~ (7 r Zrn D - D O ~ OZ rn D D C O m (A m N m y n ~ rrl ~ O~~ to - D Ri r m C v Z Z D m Z O ~ ~ 2 ~ O A~OI zZ O~Om D ZA m nA r~~m. <nR m0 Oz = Uf O $c z e m~ ~AV m WW3~ o -ov or m ~ 1~ mz omyxz ITi O ITl v? ~ O m ~ y m A z• m O 0 o O x_ z0 y ~ z N A z$ z m~~-~ rn z zmm y v 1 O~ AO c~yooAp ZO y
A~z~ DZ~ rn ~m ~ D fTl ~D n rn rnz ~ D O y vz DD tnp a . O ~m ~~rn D Z ~m~y -I C rn m z ~ rn ~ ~cn - ~ ~r~D v y ~ ~i r O~O rn~o v_mmr~A m mo- umi ~Ag ~z •z O z Zy ~ r~ v x z x z~ O _ to y ~ PP ~ o c o5 m 'SAO m y _F ' [ ~O-1Z '0~ A O ~ y D~zmZ~AOCO Zz O yU1A zz O oy ~ _~~~o zm
Z Z -C\ v -I Z rn N m r~ I m m N n ° cfl O m ~ O O Zp r C 'v D C ~ v mD mo C ~ ~m~ n ~ Z ~ O O -,'D ~O C C ~ O Z v A ~ 0010 1- m ~ ~ Imo D~Dmm AO S~4 ~A D Z N-n z m~ Om>>C O ~ ~ P O ~ ~i z O OmO~ y o tn~ x m ZOp
m~ rn D Z ~ r O Drn m m n m ~m ~C _ •*I ~ z ~ Rl ~ r ~ r (A v r ~ Ul UI r m < o ~ A -c m m zy> z p o ~ z ~ z r~ ~ v ~ ITl ~ y Q~ -I $ m~CDy b r~ D b m m _ ITi (7 ITI D I_ y Z Z A A_ D O m m m~ O - ~v c~8 y ~ ~ ~ mz m mvn p D z W v Z
D~ ~mD -i ~Z ~ p ~ ~ OO nv m ~ tD D D{ rn 2 ~ ~ fn m Z D m ~ ~ Z Z7~ xZxr v0 n0 O Z ~nmpW ~ ~p m ~ i 2 ~ c to ~ O ~ o• yA-c W m ~ rn z~ml/1 mD zv k ~ SAD ~ ~ ~ ~
~rD D r rnC m m O m ~ y ~y ~ Z~ r m m= v D D RI C ~ D r Z \ ~ U1~~ C ~ r ~ ~ mov vz Do F ~ y
~rn n m m r ~ m I ~ m ~ r ~ r*I Z= O ~ D O n v ~ r O D O ~ r m~ v ~z momc v
~ cn ~ ~ ~ ~ ~ \ ~ ~ c o m ~ rn o o cn z ao ~ O ~ D D y rn~ m ~ m rmDC ~o rn o m ~ m Z r r rn O D Z~ 00 Z 3 ao N~v~ mN m ~ ~
~ r r -i D D v- w cn D ~ZCO ~m
n O ~ ~ D4~ ~ O Z ~r ° O ~ ~ ~ ~ rn o rn rn r~ II ~-Ino ° N ~rn - -I v rn rn r ~ ~ O O O~ ~ D r ~ ~ -CV~z D ~ •rl p = O
D N U1 O ~ ~ r D y D N ~ mZ O rn ~ZC \ O Or 00 D U N m C Z ~ n m ~ rr -~cDm m Ozn~ D~
p ~ C C ~'/nl r r D ~ '~'JJ' O rTT [r[~ w~./ Z r\ v m ~ i W V I A~ J r~ m m D o ~ v ~m~ ~ o ~
c ~ ~ ~ z m n rn o ~ cn cn ~ z D o ~ o
z O m rn ~ z = ~ ~ ~ O ~ °o ~ O rn O OmO~ \ y O
r ~ O O <D~O ~ D Dn DD D Z v? ~ rn O O z ~ ~ ~ -f rn
m v N cn ~ m m m m D ~ m ~ n ~
v O
~ Z N

C
n

O
Z II
N c~
D
n
.
I~AT HEET C2. TCH UNE S IAA
. ~ ~ ~ I
~ - r ~ ~ a ~ ~ ~ ~
, ~ r r r ~ rI -
r 8`~ - r i r \ ~ _ m ~
i I r ~ , I r I -j, V ~ _ r m,m
r •S~ 6 ,rf.., , t v0
T 7 ~ - ~ ~ ~ ~ ~A
i \ ~ N' D ~ 1 ~ ~ ~ \ ~ r -C
780 ~ ~ ~
.T..T..~ ~'~1. I ~ _ ~ ~ ~ ~ ~ \ ~ ~ - ` ~ ~ ~
, ~ Z ~ II s
_ p ~ - i r ~ ~ ` , II ~O ~ I ~ ~ ~ ~ ~ ~ I ~
r I ~ ~ ~ - a - I a, I _ ~ rn ~ - ,,,I L, rn ~ 01 ~ O ~ ~ ~ ~j ,
Y ' ~ r _ ~ ~
a , N J r' _ ° ,II'~ 0 ~ ~ J - _ Z : ~ ~ ~
• ss .N . D . - ~ , . O ~ .N -r n f~ is ss ~ ss fs.-. ~ ~ a ~ - N i ~O ~ ~ O
r M ~ ~ _ - ~ ~ ~ a O ~ ~ ~ ~ ~ ® O ~ a~ ~ D ~ ~ . \ o ~ ~
_ , -
_ ,
_ •
I m Z1- ~ p \ m D ~ 0 A ~ ~ z.
Id I I ~ Z ~ ~ ~ ~ 1 i1 V ~ J ' ~ - ~ 9 <I
, ~ ~ ~ ~ ~ ~ y ' ~ . ~ ~1 ~ ~ tx~
n V A ~ ~ v v ~ ~ ~ . M 1 1' ~ ,~,~I • ' I ~ rn O , ~ 1 ~ - A - - ' ~
rn
~ ~ ~ ~ ~
• ~ - \ J ` ~ t ~ S ~ ~ ~ ~ / ~ ~ ~ ~
~ ~ I ~ z 1 ~ II .Q~ _ ~ ~ , r CJ - X
II , ~ + hlll _ - , - ~ - ~ ~ _ . a ~ . ~ N J I , _ _ ~ , ~ - ~ A ~ ~ . r
I ~ ~ I,i i ~ I ~ ~ , - ~ , . II ~ ~ ~ ~r ~ ~ ~ ~ _ _ a 't, ~ ~ 7, 4 ~i 6L
r r ~ f II ,~c r , , r ~ ~ ~ ~ _ ~ _ _ _ 776 , r'I; ~ ~ ~Q ~ ,i 1 ~ ~
_ ~ _ ~ ~ ~ ~ ~n ~ _
I r ~ r ~ r I _ , ~ - _ _ _ I I j 4 , I ~ , _ x _ x _ x „ , r 1 - - - - • 777 - _ ~ ~ ~ ~ I ~
'W / . , I I , . ~ - 7.80 r 1 ~ , I' . ~ ~ ~ \ ~ ~ ~ \
~ ~ l 1 i II ; ~ ~ - , L. ~ ~ ~ i II ~1. ~ ` ~ 1 i ~ ~
I ~ ~ I I ~ ~ r ~ 1 r II ~ ~ , 790 ~ _ ' ~V I A ~ \
~ 1 i ~ { _ _ \ I \ ~ f
y~ ~ ~ «p I Imo, ~ t ~ _ _ 1'.I k f ~ 3 I IU ! i - ~1 ~ I. ti ~ 7~ ~ r
0 1; r ~.I ~ I ~ I ~I , - 800 , r ~ .,L._ ~ ® ~ ~ ~ - i`1J ~ i ` I ~ ~ 1 ~
~ r I t - , r I I~ ~ ~ ~ t / ~ ~ I~~
9 ! r r v ~ ~ I I IN ~ G - ~ ~ / _ ~ , ~ ~ ~ ~ ~ 1 ~ \ 56L ' ~ ~ ~ ~
1 r t~ J ~ IL I I l i I ~ _ ' } i ~ , r ~ ~ - n 11 Il , L I ~ ~ ' O 1 ~
1' I 1 ~ ~ I I f ~ r ~ ,'i 111 Vii' i _ ~ i - _ D'
~ r ~ II - ors , ~ ; l~ t \ ~ ~
~ r 1 r~ 1 ~
~ -rt=- ~ D I I ~ I ~ , ~ _ ~
~ ~ , ~ ~ _ A ~ ~ ~ 1 ~ ~ ~ ,I..
~ ` ~ i \ i
~ ~ i~~ . 1 ~ ~ ~ ~ .I I ~ - ~ n ,
1 ~1 ` 1 I ' r 1 1 ~
~ ` II i I ii
~ ` ~ ~ ~ 1 1 ~
I ~ I ~ ~ I I ±1 I ~ _ - _ _ - \ ~ l ~ t
~ I I i ~ i ~ ~
- ~ I N m II~ i I I;, _ - . ~ s I ~ ~ ~ \ '
~ , _ ~ I ~I ; _ - ~ ~ 1 ~ . ~ -
~ ~ ~ , ~ - ; - ~ !u ~ ,I~ ~ ~~8 ~ 1 A V ~ ~ ~ ~ , ~ ~
~ O ~ ~ ~ ~ I N ~ ~ ~ ~ ~
'1 ~ ~
~ ~ II' l ~ ~ ~ a ~ l ~I ~ ~
\ \ , ZZ_~ I i~ S~ 1 ~ l ~ _
\ O ~
1 / ~ J ~ ~ ~ _ ~ ~ ~ ~ / _ ~ ~ ~
t ~ ~ ~ ~ } ` ~ . _ .
- - ~ _ 4_ _ _..r~ _ ~ i
dll c0
Z Z 'n ~J~~ +a ~ _ v II . i ~1 ~ ~ ~ i ~ ~ i ~ ~ M ~f
~ e ~ i W ~ i ~ ~ ~
_ ~ © ~ 1 ~ ~
.1\ ~ / - ~~.yT ~ ~ ~M ~ ~M IM ~M ~ _ ~ MIL--±~ ~ v ~n~ ' N _ - -
i
~ ~ ~ ~ ~ ~ _
t0 .1 ~ ~ ~ sip' ~ - ~ - n _ I if
~ ~ ~ i X17 ~313W ~ ~ i a ~ ~ - ~ ~ en X31 f ~ ~ ~ i ~ ~
~ ~ ~ , z - ~ bM ~ ~ f i i 1 1 _ l
. ~ ~ ~ ~ ~ ~ i ~ ~ ~ o ~ -
~ ~ ~ ~ ~ err, ^^J~ ~ A ~ ~ ~ ~ ~ ~ r~ vv J~11~ ~ ,I ~ ~ ~ I ~
I I I/ ~ A DOS \V, $ ~JUV~ ~ ~I s I: ~ ~ ~ ~ l ~ ~ ~
NNN`~ ~ ~ D D ~
~ mm r \ ~ ~ ~~~~~~~~~~~~~~.r~~~~~~~~~~~rr
(.dN-' .d1~~
~ < ~ ~ l ~ ~ _ _ - # ~ ~ ~ , U - ~ d~ _ ~ ~ ~ ~ ~ -p ~ ~ ~ _ d~
~
~ ' , f~ ~ ~ ~d~ ~ ~l
0~~~`~ _ ~ ~ , l ~ ~ ~ ~ - - ~ ~
~ I 6~~1 l ~ ~ l
, ~ , l ~ ~ _
~ ~ ' i i ~ ~ Q ~ ' ~ ~ i' ~
zz~ i ~I -
~ I ~ ~ ~ ~ ~ ~ `
I \ . n=.~ ~ ~I
II ~ • ~ ; ~ ~ ~ ~
~ r r ,
I~ ~ ~i l ~ ; I ,
i- d~
. t ~
~ . , a l _
. w, ~ I. ~ ~ ~ l
. ~ Dina i ~N~a i
I i ,~~o
I No ' I 01S ~ t ~
1 ~ 1l
1 I ~
~ ~ "l r1 ~ ~
I ~ t i
I ~ ~~i~~-
II + l ~ ~ ~ !I~ d1
-
~ _ _ , z fa°_
O ~ ~
t ~ 1 I i~~ ao-- ao.- - ~o ~ ao 1 ~
y i O ~ ~ ao ~ ~O ~ ICI ~ ao~ L_______ C ao~ / ~~_,__I/ F- _ -

~ ao ~ kl - . ~ 0 ao! _
n D ao ' ~ M~ S
r m a°- ~ - _ n
ao _ ~ ~ ~ ao' - lf7l _ -
0 ~ d0 ~ i
_ z ,J
0
~ ~
~
w ~~i
O
O
aurwc sc~ wh
PNQECr MN~R AS SHONM KSC a~aur oeh
oases er OCL2003
g ~ vxaecr wMetx
N a r ~i Incorporated ~rPno~n ~ ' ~ 500~1C Clanton Road ~ ~ T~vc ~ ~ 20 204
~~~a 'fir" Charlotte, NC 28217 02-0378SP xm wh
"~'~.,L f ~U,~~ , ~ 7045252003 ~ 7045252051 Sfax)
v1 I
I,, ~ i ~ ~ ~ ~ ~
~I ! ~ ~
_ _

i
J
_ N - ~ f m 0 ~ ° ~ h J m D Z N
y- yovo0 = < f o n m 3 0__ Z Imo J0„y7 v m 7y 7 n o 2v ,00 Qz ~ moN moo 07o a m ~D ~ m7 az o~ m~ oo o o yaam O
D ~cyoao oo°~ c ~v°mz ~ m= ~m 0 3m oo ,+J ~ a a.. a Z 7 rt , ,mo 0 ° c ~ c m o ~ r ~ ~
o~o~~.OQ o ~ ~m am,7 o _m 3ro 7 7y ~o o c'' x•o 3 -a73 z m a0camo° , -OO ~ a3-J 7 my 7 ya °o 0 7 3° m imam ~ ~ O
x 7=;+~.~mma oy<v ~co 70 4o rtm om c yo J_ 7 yy < 0 7 my~7 n a o7 x o < ; o-• n , g y o a, o mto ~ rt 0
3 < ~co,iO?naQ y?7W om°~3y0 ao ~ a a, 0 7~ mm 7,rt v m a o m m Jo ° O m C , m v7 m -h- < , y ~ ~ ~ o ~ .
m ~o°, -0 mQ.« oA3o 73«03~°- 7n o°c ' oto 3 cm a~ v~ ~m o rt;~~° D 03, y~2 c~m7 moos. ~ rt° ~ ~ ° 7,. ~m o_ ,+to v ooJ~ 7m <m° 7 C,70 O a t°~ A° , ,p Jm m ~mm Z C D rn
7 ~*m art W m' ara+•frt0 ~ fim , J0, Jm 3 m 7 ° ~ 0 ~ rt7 0 0 ~ ° 7 v ~ r
~ o;oo~'+ m o -m o-*~,0~mm ma ~ ~ o - ~ 3m om .c.« ~ m~N'0 D m 7m ~ 7 A~J~ a~ ,o,y ~m o o ~m °3 ~J o o " 03 0 O r Zm
,30 m cam; c oi°o a° ~ _4; tn~ m< _ ~ o o to
o ~3rt o a m~4rto~,c, ~ y a o 0m o mm Q ~o~ ~ 7 oAm; 7 rt °~a~ 7o,no3 m y°_ o a~ ma ~m ~o o ~a o ,J~otOO J ,mm rtrto~«~ o n ~ mo a rt m ° art ~ ~ ~ ~
m o m o m ov < 3 _a7 c 7 0 ~ rt ~ - am ao - ° J~ J o7 7 J mmo 7 tOOi°rt ~3 m mf < m.« ° aQ o mJ m O ~ O ~ D ~
m 77 °~o y 7 m°o?, m~~c7 0 a c ,A,o m m, v3 -,c+ mm ° 3 o x ~ Z fTl
~ rtf° `<~a o m ~ov0 ~mortt00 A~ ° ~ oa i° o ~ m o c~7 J yo a ,m- 07~_ ,°r,"' 7 a a~ 7rt rt4r a~ to0 a mom on ~rt° oaoa X02 -o a ° me mo mJ 7= cn z r~ ~ fTt ~ D
0 0 3 3 0 ~ ~ -oom~A oo ~ ~ rt a, ~•o om ° o 03o v ~ m ~
o a7 v. m 7 rt ~o o7cv y 7 a m o °7 ~f c o°~ m f o JDmO ~ ,n , n m v 7 ~ 7 v-. oa n v (A 3'« ;C ~ r°r ° m r?~t° Otp «-°i.m m ~ ~ m A~ 7 ~ < ~ ° 7 - Z ~ II O ~
7 ~ 0 ~ ~+°Om t]7m~ C ~ ~ rt x ~ m tom yrr J ~ Z ~ J (n N ~
y 7_ o rt3 7aa o m o 0 °c x o0 o rt o m o3om a' rtmmm m o rt 7 = 7 too o Ito ° moo, r~
0 ~ ~~7» 0 o4r o 3 o a ~ a m ~o ~ ooQ z 2
D
A ..cAa ooy~~c °a ~ a ~ a ~ ~ o~< z r r
o m mo _i°moo m o v m ~ c rt 33c z
a 70° poJa~ ; ~ 0 3 ~ owm
~ A7m00 ~ 7 m fA T p m3 fa ~
m ~ 7 m m m
rt ~ ~ m p Z
v O m
O ~ ~
~ oa crto mo ~ °Q 0° c° ~ J rn (A ~ w N ~ 'O J W m A ~ 7 3m 0 3 0 G 77 A J A r? ° ° 7?~ 4TH ~A O ~•~-ti ° vj ~ 3~ ~rt ~ 0 00 J Z
~ mD - a~ n J~ my nom O m On7~ 7 '~pA mmOt°p0 t°pwa~C~ fmA Z .°+~~7~m ~ °_m~to~~r7w_~N~J°m0y m cc~ag4o~D c~_ ~0D ,mD mm~vD Jrt~~7 m cv ~°D o7aY, ~ ~ O
Aovo o• 7_• mAa rtO4r a-omrtrt to va_~c~ m om am -m_ aim ,o a ~o «7m,m « to- Artc~oQ3 oa7i*om o 000• m ~m~ vm~ m _wmm ~ o~-m« om mum ~o omc ~ ~ ~1 m ~
A3 ° N 7C-'-(A,my mm7. O 7 Ca Cm ~ m <4T- r+ iOr+7 .r ~C~ J7~7~« 3om oy0mmm5.m ,5 , m0~' Jc ,.o 07 3 to ~0~ vm?, rt,m « 03 QmQ~o m- p,3rto3 7 0 0~ ~7 OoAC o0=a ~ o ~ D
m7mrtm m o°-o am c m ov° cma rto3 o~-m0a o ao , n° a7 ao coaaJ,7,m,~ mJOy_<~omvA7 5A~-o ~?'°o_ '0J o o v7~c~a~ 'oJaO~o vo a'~" Aovm a . m 0° 07 3m• ,,,a 7~,mo a7 0 77 n , mrtm3 n oO ~a o° X03 D r
rt oa om~ -~o- ono t0mo 3~art rta3 W3m 3 0 c oo m ~ °7rtm-.~ 7co7 ~c .*oao_ ~ , 007 3- mm om° o m cnzm _ _ c. 70 ~ ~ ~ m
7 °~Om ~7 ~ J,C7~ mC ~A7« N777 7~, t°-7 7~ m0 0 7,r+° CGS p7~ ° K rty 7 7 a0 0) m ~ A a''*J'*m ~3 rt7 0 rro m C F o ~rr ,~.JA ~ ~ ~ `'~~Crto 0 7 7 0 7 '*0 m JO ~ r O
7 m ~m ~ 0 Q ~ O 7 ,°,ti~ 7 am ~ p ~ m ~ 7't0 ~ n m m m ~ AO~ 7 C ~ ~ ~ a 0 a m7 m ,7+ o ma~,o 7c3 ctortA ~ y 7°-a,+ m rt~m mo ~7° ~ ~~o`s t°~ ' ~0 00 m7 7m3~ 7 m -C O
a~° 00c m i°a° ~ Wo -~°za• J, Am° m ~~m °s m<0 ~A;~4ro0 o'° ~ f°-"c~ o O r Z
m ° 7 7t° _ rrC ~ m ~ ~ - ° m 0 O ° O~n. ' rt,y m A, , ~ m W;3.C O 3 ~.A m rt- w=7 m A 7 7 a J JvJ 70 3 m,°, 7u' ~'o oo' om3 Y~7 a~ amn~~ om -4~ gym, h a• ? o u <o o .:~P«oo7o3 ~oooo ~a 3. m o artQ ;;~~cuo 7v ° oz' o ~ II
7<rt o 0- m,,~_ m o -7 a o m 7~ o-~ n o ° 0~°..N o ~ ~ Am to3 7 a ~ 00 J2 -mrto° 07 7 cn 3~ ooJ ~7 t0"'~ °a 0 03 ~ o J
° A rt m ° ao o ~ ~ 470 ° 0 3° t7 C~ 0 m m rtn , m m O A 7^0 -wrt 7 y 0 0 ~ 7 rt° 7 G ~ ~ ° 7 , m '*m «aC `*m j p 7 a~ ,y,M m ° ~ vA ~?3 7 ~ « ;aUlj a J d0 0 ~ J~ z J o ~ ~ ~
rt _y a 7 7t'rt ° 0 0 C~ a-• 0 ~m C Z 0 0 m m 0 ~ ~ O C O ma N o a J3 rt ~ 0 7n.rtort too-. rto „ o ,7~,~~ 3~ rt0 m 7~ ao3 boo ~ y ~«mm - J m o7 m ,y 03 m° JY o~ °v 3T J~«vA,. ~ p O o
o o ox 7,0 ~3 7~c f3 J ~ -m wA- o o, 7- c a7o 070° am~« ~m~ °0 3om coa,,+m~ von°7J~'a ;o ,+m 7. o ~ - -i Z x O o Z ~ Ui
n7 X30 m o o oov c Ort- mtOaoA rt Joa~~. oy ~cm7 m rtm~ 3 , 3mJna~ o -.moo m~ m_ oomcmoa 03 ~ 03 o m J ~ D O ~
~ rtAa Jao ~ 0°mJ w~,'+,++ a~ °:a,~,~rt m°vtn7o ox ,0 3 goo m JJ 0 -~m~,c ° oa~m•*~ - JamJn ~m ono o>; J ,~~zc°,+~ 7w ou ~?°om ~ ~ D ~
~ m0 , 70 t° m ~ ~m m 7m CJ m < m p° ; 7 N ~ 7 a 7m~7 m j~Om,~= n'~° °0 m a ~ rt~'~ mv` OCm O A- o mZ r;p p ~ rm
~ m~ mm~,± 3 too'~mi+J ~ Q7~°, ,~c 3rto ,3J ~n~ A7 ~ m3 O Irn
m m° 3 ~am~ m o ..~-om0~7 cm~ Ica m~a o0mm~ omro~,~~ - ~v •*;+m~o ~ m y~,3 ~ ,c, ~*m,-''',o of ~mrt 373rt ~y0) ,o ~ Z ~ O 2C~~.
rt yoo~ rt - ~ ~00~0 om~~ ~v 70 7~• a`° o,.~,~ m 3 ,°0 o0m~o o ~ 0~<0 \ ® 3 7J o m m v 70~v m 0 , t] ~ 3 0 m° r*O J a rt° 7 7° m 7 c 3 ~ A~ 0 , 0 n D
v3 a ;c ~ - 7 m c my o o m ,+0 ~ rtm 0v o ° 7 o~a3 wm _v y m o o Art?-~03 m ao ~m m lam, 7rti0Yyo rt 3~ mo 0m f 7 oJa~~30 xa 7 Ort yc vA ,7+°- ow~w~ ~ ~ fr1 ~ (n O r ~ O Z - ~
7 ° m ~ a o ~ ~ rta o0 m, oof a ~ ..0 0 vm m i0 'prt~moy~ ooJ aQ Am m mo .v. „ ~A ;~.t~ Z m ~ II ~
J U1 O n r J cn X m ~
~w i0 ~ 7 °m°mo rt° m J mo o ~ 'mo o Ya m ~ a m as 7 0~ a 0~ 7 ~7 ~ 0 < ~ II ~
m = ~ m 'a m II v ~ C7
rn-PV ~
t0D m~~,~ ~mn 7'<~ ~ o _ n Q o = a n o• o D~'U ~x ~ .p O
0= = m m 7° m m° ~ v v v v v v ~ v v ° am ~ an 3.Aao 30 to~f f~ c m vov 70? 0 0~ ~ am o. -O ~
o ~-oo °c° Jrt < m ~ ~AV Q o~ vc ,vm O < rt rt ~ ° , A-- Amm m m m0 _ II
~ f3 ~,pf? oo~ ~J o Q~+n m~ ~ on 5c77 c o~ ~ on ,3n ~ m7~ o ,°a~ a Imo 7 JJ rtm moo vJ t0 toy ° mo~a mJ 0•vJ o !gym / 00
n ~o anion .o• .a o m m 3 .y o 3• v m«~+rt o '*-o om -'z ~7 afm X00 - m ~ ,wA m rn -Am o m m OomJ ~A omA 3 < 0 7m 7 Ja7 Qma g o ~ 30m °,°'°,A , ,7,m m~ 7 ~ o o ~ N ~ N
_co m0a oJO 3io,+ co 3 3Qa av o°rt ~ o~ c° ~ rt 3 ~ y 7- o J n m~ o m O° ,J m ~m R1 O
0 om a oo p~:~m °ao rt0 o a• t° ,o ~am~ om m7 a - 3 0.. m rt7 rt - < C C p 7 m 7 m m 7 as ~ 0 ~ a° m 7 m Jt0 J = 0 m A , ° ° rt° •m a ~,rtam rtm a m J7 ort N O
o ° m m o~ amp co J m , J Jv Q fi m'~to .<,t, Am ao c y m~m o- 20mA om- mo of
rt 7 om ,0 m ay m O m ~ c°m n?~ o~ orta c `<ma ce ~ 7n ~ m e~ n•p O 3 m ,Aa oma ~ ° _ vrt o 0m °3o m ~ < mD-p z
m AA a7 0 a o om 74r~A ~m~ xy m'? o 00 ~~m ' ~ N (7 ~
a moo °0~ rtvm ~ o ~c°o::~ ~a J 3 o~v? v m ~ 03 ~ a my > > ~ ~ ~o am Ao• ~pD ~ O x~ O ~
m a ?ao o °~J m o~ 0 , gy m o y p 0 2~ ~ D ,7* rt~o o~,`o rto° m to,m ooa -7«0 v 3m mmo z cn ~ ~ - ~ ~ Z ~ ~
° mmf o~ rta a 4°0~ vo °v~ acf on rt ~ vvD ~ p N n \ ~ o D x~~ ~ A
o a ,7,~m o7 3 7- uo oom ,c~* w ~o n' D~ z v -;o ~m~ t0 t0_•~° ~ ma ~ m~3 nJ < o ° ~0, D Z~m \ ~ Do n fTl N \ ~ ~ _
7 ~ j m A 7 m 7 7 7 0 Q~ a t] 3 r+ ° m~ 3 J D Z ~ ~ ~ fTt ~ m _
a t°~ wpa °o 4°o t0 ~ ate,-' n~ ''+m oo , , N~~ m 7Ort c m, o m o c~ J. ~ 3 07 o c cam ~ D r
m tO.+J ,JV o3 as 0rt c 7. 0 1° o J~ n 7 m ~ m o00 ~0 mom 3 ,J oA Tom < o ~ ~ m f~1 D ~ ~ ~ f T t Z
m 3_~ K tptp7 j O° rt (AJ ~ Nr O ~30 <m ~ 77rt J o i0 77A 3mrt ~ ~ .o on c C m n
3 rto7 °m 0m m o ~J oa o 3., , N ~ W ~ 2
rta m'0 xQ may ~ v~ ~ o~ 7 ~ c a ~ m 3 mJ7 ortm 33 v~ o 00 ~ ~ ~0~ ~,A. c o ~ ~ ~ O ~ O~ r m ~ ~
~ m J C m ?rtS ~ C 0 ~ 'mv 7 m , m Q A 7 Z omN 3to zm ° ma n 3n7 °a~ v 7 m ~ D
c ~ m 3 , m mmm ° ~ ~ v~ n O ~ C m 2
J3 ~ ° o a- ~ -o o ama me o a7 mm ~ yvo m 3 f*I - (n ~ N
m 030 ~ 3a rt a, a mA , ~ tr T (n
~ a~ o~ m J ~ a c0 m rt 3• 7 7 m n o a o rt~ J a 3 V _ 2
7 ~ m ~ V S ~
F ~ v W :[1 ~ + v O O rn ,
W W - ,1
v j' v n•_ (A rt0 ate.- ~ r Z ~ r ~ i D ~ O
~ ~ C ~ 0 0 ~7 N , ~m 7 ~ m ° w _ c Zl
C j1* rt 3f0~A W ~ ~ ~ C ~ -p I I f~l ~ ~ /\r
r z _ c~ ~
0 , 'p N , \ II -P
A~J ~ ~7m ~ ~ ~ i/\ ~
co ~ ~ ~ ~ ~ ~
s~Nuupbp o o a rt a - N ~ ~ o Z7 ~ I ~i
O~ O ~ W o ~ - RI m o o
~ D ~ r
;m C~ _ ~ ~cD ~ I ~ ~ -I i~ ~ ~ / (n fTl ITI O ~
~ ~Q~ ~l ~ fTl I ~
:'cif ~ g <OO3,J ~ m ~2 .0 ~ art 0 C ~l - ~ I r c ~ D
~ oo ~
m ~ m ci cn
N~~ 'o o ~ 3 o r C. ~ ~ ~ ~ _ r ~ D
~~~~upnlN~~~ ~ ~ ~ ? m ~ ~ F ~ ~ m
-oUm~ m3~o~ ~ r c~ ~,Q ~v_o~o T m- ~-~7nf _ r ~ c cn ~ o
m°, K° o°o°m ~1 v =
o n o~~oa . ? ~o ~mm-~m z
0
m o m >r c o ~ N GI N D ~ ~ I
D 00 r -
c r« U1 U1 Z ~ ~ G ~ 1'1
~ ~ m 3 m D_ ~ ~ O r O
~r-~o ~ ~ O
o r I N
r F ~ ~ - R - - ~
~ ~1. -
D DD DD D fT1
~.n r rr rr r z Z

, f ~
~c
D A
A~ A, ~ ~ TI
c A A m~
D 1'1
AZ m ~ O N
m~ m x to
m ~ O In ~ ^ ~ o~ ~ m Z vDZ ~ 'O
Om v ~Z1 nx2 Zr~
~D W m°~m AcD m cA O A Dr ~ I~ IA
` A~ ~ Dnm D I ~ 1 1 m l~ ~ 0~~ ~ Z m®~ 1 I n~
^_,~o~ Zmm ~ v~~ o mD0 pX zm O D(AZ Z~ fin
\J :UC ~~A ~ni~ mn O O f D~ o vm~ pD D ~ ~ ~ Z mN
D Woo D SEE F'O~D DETAIL ~ ~ D n Z ~ O X
r zm o~~ ~ ~ N X ~ W s ;r
~ oD m ~ ~ I` ~ - m O A .
~r - - D r ~ W
" ~ A X D ~ ~ m O / A n n n K
. ~ ~ N ~ m a •.r
Q I ~ o W Q ~ ~ Z
Z z ~ ~ O ,~V 4, r N ~ Vl ~ u ^ n - ~ - n n `n m ~
N m ~ ® ~ N n
1 ~ r r ~ N tl!il'!'€ ~ _ W ~ m n R1,}~ n t
~ m ~ \ ~ A rn o \ o ~
y~i ~ \ ~ m ~ Q ~ m n o ZO n •
~ \ ZSEE SECTION ~ v X n ~ = 7 _ ~ n
~ ~a n n n -
r I ~ z 'Nr'. o- ~ Z ~ _ it n ` /
~ ~ I I ''a' h ~ n
m c i I ~ ~ ~~!p ~~~I'i'i~~ i'. nn - n n
m i a ~
-I O A I ~ ~ i ' DD u n: ~
C 'D D I VII IIVr ' A C D AO ~ O I q°i''~ IAN ~ - DO'v~ ^ Z~1~0 ~ L
^ m7C I ~ p' I to ~ ~ C I 14,~i;1p,;4~,a~", A NN I ~ ~ ICI m®A a / m O r~* ~
,zCj ~ ~ ~ ~ l `91 v ~ D ~~N r AN2W D DJW Znm ~Qa x? O„<\ Z~O\ Z~
I I ~~,v" Q C R1 ~ I ~ ~ ~ rr ~ N ~ ~ n I ~ I O f+1 ~ i r Z D ~ r~ Ol a , p~ u r ~ 6 X Z .ZI I ,6, r ~1= ~ 6. Z
I O O I ~ m ~ m i i Wn~ 3 3. ~ yQv, mm
m i i X. N Z O~= a ,~v r vmr
m I I _ ~ i i ~p~ m Oom~D~ 4' m~ mm~
i I I4 ~ I ~M„ ~
0 0 0~ z ~
z
D
Z O
r m
'1 r
O vaaECr uAwACCx oxArwc scN.E ~ DAh
~ , , , r x „ ~ ~ ~ - KSC AS SHOWN OE9fi1 8Y PRQ[CT DAZE
4' ~ ~ 1
1~ ' I^C!ii~)ufvte(1 APPR01fDBY PRD,ECTINIYBFR
500a(ClaMon Road KSC CH020378.CV Charbtle, NC 28217 ~ ~0T oAk
~l~ DETAA.S 704.525.2003
i 704~625.2051(fax)
~l a
_ _ _