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1~d• NOTICE EXISTING t!I'ILITY L.OCl11'ION8 gtnmrlrrr
0 e ~ ~ st~~~ j PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, ~ g~
r~ ~ ' 91~ STORM DRAINAGE FACIUTIE GRADING PAVING AND OTHER RELATED 4
R r'~ l l ~;t ~ 1 CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL , vt • ~ UTILITY LOCATING COMPANY, THE CONTRACTOR SHAD. ALSO BE : O'
~,e~ ~o If l f~ r i ~ - - - ~ ~ tD f ~ ~ - REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH ~ ?
ti i ~ APPLICABLE UTILITY AGENCY FOR APPROPRIATE HELD LOCAl10N op c~,•~u; ~ MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAI
G ~ l y ~ ~ ~ ~ ~ I All EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM i •Q~
ti~ O <b ~ ~ 1 % THE WORK IN A SAFE MANNER 1MTHOUT DAMAGE TO EXISTING UTILITIES. , ~4
, f ~ THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL rrrr1111111N~
9r n `c~•- 0 0~ ~ ° U; u~ m N ANO ELEVATION OF EXISTING UTILITIES ANO STRUCTURES, AS APPLICABLE. u7 U
~ r~ ~ ~ m Sl TE L~ 8 ~ ~ I - o ~ PRIOR TO CONSTRUCTION. - c~
~d / \ 9 I yf ~ I I I ~ '1;,y CA C 1 I
! 0 ~ , ~ ~ I ~ ~ ~ SEDIMENT AND EROSION OONTROI. PROC~EDUREB t~ 0~ O 1 ~ Atlon ~ t c Frnan?col Grou
. I i ~ ~ p 000 ~ ~ ~ PRIOR To CLEARMG AND EARTHwoRK ACTIVITIES THE CONTRACTOR SHAH i ~ Cat~awbo Co. Pin 3712-19- ~ ~ 5 INSTALL ALL EROSION CONTROL DEVICES SPEgFlED AND AS MDICAIED ON
~ ` I I ~ . • ~ \ \ ,l ~ ~ I \ ~ ~ I \ Deed: 2094-1 THE DRAWINGS. DURING EAgi PHASE OF SITE CONSTRUCTION TFIE I I
o \ \ 1 ,f.~_ _ c~' a ~ s ~ i ~ _ 351 ~ CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS APPUCA~.E ~ O~ ~
0 \ Tu / ~ , < O~ - NING\WAII t I ~ \ f ALL EROSION CONTROL DEVK;ES AND SEDIMENT dscHARGE FROM THE SITE. 1 I I 0d'cD
-~"`ti ~...r/ ~ , \ i LET T~, ~ , ~ ' ~ 2. ALL DRAINAGE STRUCTURES SHALL HAVE GEOTEXTA.E FABRIC PLACED OVER ~ ~ T/, 1 63.00 1 \
/ ~ } ~ ;,PROTEC oN 1 iNV ~ ti , ~ 1 , ALL FRAMES AND GRAZES TO PREVENT SEDIMENT ENTRY INTO NEW ~ ( IN OUT W) 1 0.00 ~ \ ~ ~ ~ • ~ ~ 1 STRUCTURES AND CONDUITS. ALL SEDIMENT SHALL BE CLEANED OUT ~i ~ d+
_ ~ ~ \~`~J \ TOP oF'Mrw. VICINITY MAP / ' I ~,~3.~ ' Mrw. _.xist~ny I , t~ ov w~u OF STRUCTURES AND CONDUITS REGULARLY
~'f'tUininy 4Noll \ \ 106. t«y 0 - a _ _ _ _ . _ _ 1 ~ - - _ ~ 3. SA.1 FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL ~
NOT TO SCALE / / / I / EIP / / EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT
/ ~ I PROPERTIES, AS APPLICABLE. ^ ~ ~ 0 W ~
/ ~ / , , ~ ~ ' ` t,e 4. SM.T FENCE FILTER BARRIERS SHALL BE INSTALLED AND • tH O 0
! 1 , ~ `a ~ ~ ' 1 ~ ~ MAINTAINE N TI AN 0 1 D U rn CONSTRUC oN IS COMPLETE D LANDSCAPING IS ~ o a~ ~ ~ ~
i' j ~ I ` ~ l INSTALLED, ~ \ l rrM~ 1 ~ ~ 1 ( V
r / r! , ~ l ~ { W 1 ~ I ~ 1 ~ ~ S. 1HE CONTRACTOR SHALL ArIMEDIAIELY CLEANUP AND REPAIR All EROSION ~ 0
~ ~ ~ / / ~ 1 tbk I I Jt DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES i' I i 66 l ~ ~ Q)
I ~ ~8 ~ I t • , `1 s I AS NECESSARY TO PREVENT REOCCURENCE OF DAMAGE.
~ 1 1 i ~ / / ~ I ' . > / ii r _ 8. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE I~ f J 9~, 5 3 S
\ \ ~ p ~ / EVERY SEVEN CALENDER DAYS AND AFTER ANY STORM EVENt OF GREATER ~ (.6808 AC. THAN O.S INCHES OF PRECIPITATION DURING ANY 24 HOUR PERIOD. ALL ~
~ ~ I _ - ~ / SEDMAENT CONTROL FEATURES SHALL BE MAINTAINED UNrn FINAL
~ ~ - - / toe STABILIZATION HAS BEEN OBTAINED, di ` , toss 67
~ \ ~ I \ \ ~ ~ \ \ \ ~I ip i_ a. / i ~ T G/C ~ ~ - _ ~jes~. ~ t ~ ~ os~; toei.ae t i.~o • ~ 7~ STABAJZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE
_ _ _ IN PORTIONS OF THE SIZE WHERE CONTRUCTION ACTIVITIES HAVE to ,1 '
I 1 ~ ~ e J , - _ - 1EMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN ' ~ ~ ~ ~ 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
t f ~ , / SITE HAS BEEN 1EMPOR Y OR AN Y TIVIIY ! 1 I ~ ; ~ 1 % : ~ , ~ _ ARIL PERM ENTL CEASED, UNLESS AC
~ ~ \ \ ! I / tosi.~+ t .z+ tos~.+a toszae IN THAT PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS. ~1 ~ / ~
I I ~ ~ e p ~ tare.oo ,~~11 j ~ ~ ~ / o f e, CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIVEWAY AT EACH
\ \ \ \ ~ ~ \ ` ~ , 1 l sae ~ CONSTRUCTKN~ POINT OF ACCESS TO LIMIT DEPOSIT'S OF EAR1H AND OTHER l r f I ~ HA MA T TH
IMMEDIATELY U t~OMP,L~TI1oN,17~ \ \ , ' ~ ~ ~ \ , \ } i 1 ~ ~ H r • 1 ~ ~ ULED TERIALS ON 0 E ADJACENT LOT. THE CONTRACTOR SHALL toes.+s ROUTINELY CLEAN ALL SEDIMENT AN R WAY ~ ~ ~ DEPOSITS D DEBRIS FROM OAD
SLOPE TO BE ST ~W \ \ ~ ~ ~ \ / / ~ f ~ j IMTH NET OR MULCH ~ulD L51F1E0 YA~Ih. ~ \ \ , ~ \ \ \ \ \ / ; ~ r ~ I " t j i ~ ~ AS THEY OCCUR. 0 4. , 1 ~ ~ ° tt) ~ t
\ ~ r i! !j i t ~ ~ 0. - 1 ? , ~ , ~ ' / s A sEE coNSTRUCTION SEQUENCE, SHEET C 7.
~ \ ~ A ~ ~ V V / I , / ~ I \ ~ ~ ~ 1- tae BEDS 97110 ~ 1 ! t ~RI_IINAwDE PLAN NOTES AND DETAIL KEYS f / ~ ~
1 os 7 PARKING SPACES l . I ~ F.F,G ¦ 1tleE.00 ~ ~ ~ r , ~ J ; tost.te , 1 FABRIC INLET PROTECTK~I
~ \ ~ ~ I r " ' 1 ~ ~ ~
\ \ ~ \ / 1 ~ r r; 1 ~ o, 1 ,l ! 1 ! ~ 1• ~ ~ SILT FENCE DETAIL
\ \ \ . \ \ \ ~ ` I ! 1 1 t ~ A ~v O' \ ~ \ \ ,A ~ ~ ''1 ~ ~ t i ~
\ ~ V I ~o \ OUTLET PROTECTION REQUIREMENTS \ 1a~\ \ \ \ ~ , \ \ \ \ \ \ , ` ~ } ' ~ ~ f ~ I toes. ~ tos~.eo t zso ~ ~ ; ~ ~ 1 3 SEDIMENT BASIN
010 PIPE DIA. to W d50 dmox Th(cknese \ \ ~ \ ` ` ' \ ~ ~ 1 ~ . I I; ~ r 1 I ~ 1' o i ; 1 f ~ > pa:
\ 1 « ~ , « ~ I I~ 1 I O \ ~ , l I~ ~ FES~1 12.3ch to 11 13 6 9 18 ~ ~ ~ ~ \ \ \ , ~ I ~ I ~ I , 1 ~ ,l ~ ' 1 i I t '
FES/2 12.3ch 18 11 13 6 9 16 ~ ~ ` ~ ~ ~ ~ , I I I ~ ' ~ tt 67 4~ TEMPORARY ROd( CHECK OAM i ~
FES 3 90th 18" 33' 10' 15 24 J6 I ~ ~ ~ 1 ~
. I ~ \ t i r \ ! I I ~ r; , ASSUME 30 PIPE FLOMJG 80X FULL AT 4.2x SLOPE `"-F'E~g /j \ ~ ~ ~ I I ~ ~ ( t 1 V. T I I ; .lose. I U TEMPORARY DIVERSION .1 I, ( t - y
"'LINE E70S11NG DI1CH ENTIRE WIDTH ~ I V, I~1 1 I I ~ I ~ ~ , t I. 1 \ _ I 1 ~ ~ _ r. ! 1 t v. T t 36 ~ ~ D.A. - 21,013.59 S.FI
~ I I I I ,i r / ~ \ G I r r i ~ ~ ~ ? i 4 4 8 1 ` O. 82 AC. ~ ~ 6 TEMPORARY CONSTRUCTK>*1 ENTRANCE DETAIL j r ?
~t ~ t ~ . f , ~
~ ~ ! I \ / i I - r ~ s , D7 CooRdNATE WITH BUILDING coNTRACTOR FOR ArsTAIUTKIN t~ 1 ! OF DRAINAGE CONDUIT THROUGH SIDEWALK lO DIRECT ROOF
dS LF T8« CORR. ME1AL \ \ ~ / r - ~ ! I~ ~ r ~ ' HN.ET E4 ¦ 1029.00 / / ~ ~ p ~ ~ , PIPE, \ / , ~ 11 i ` ~ I A O ~ DRAIN GE FROM DOWNSPOUTS TO PAVEMENT AREAS.
OUTLET EL ¦.TOt ! \ ~ ~ / 1 :o' ~ I ~ t t rose. - ~i . ~ ~ ®ouMPSTER/STORAGE ENaosuRE BY BUILDING CONTRACTOR.
! \ COORDINATE VARKXJS GRADE CHANGES AND REQUIREMENTS E¦~
\ ,..n, \ I , / / ~ r \ WItH sITEWORK GRADING. ~ ~ ~
/ / 1 \ ~ - 1 I /o' , , ~ / 11 / ~ ' ~ ! r ' tas . ~ ~ COORDINATE WI1H BUA.OINC CONTRACTOR REGARDING MAJOR GRADE CHANGES AT PERIMETER SIDEWALKS ADJACENT TO
'-~S~ ~ / I Q' / I INLET 1 rnnti 1 N ~ BU LDI G.
INLET ~ COORDINATE GRADING WITH UTILITY INSIALLATK>H, tECnoN , -
~ CONTRACTOR IS TO ENSURE AWAY • t ~ / ~ 11 POSITIVE DRAINAGE FROM
1-~.,_, / r .~r ! /i ! - r / ~ 01.0% z THE BUILDING za LF s•
o Lox O O i 12 CONTRACTOR TO SAW CUT EXISTING CONCRETE CURB ANO
- 's - / -RIP ~ ..Y/ / / ! , ( ~ / D.A. = 6,133.16 S. ~ ~ m tae • GUTTER AND ASPHALT PAVEMENT FOR PUCEMENt OF ~ 0.1408 Ac. / ~ CONCRETE VALLY GUTTER. ~
LATER ~ I,~ / , / , / ~ , / ~ ~ ~ , ,;~/j , INLET ~ ~ O Et ~ - ..-I / 13 CONTRACTOR IS RESPONSAW.E FOR ENSURING PROPOSED GRADES AND ~~yy
' / ~ / , , / OTEC N 58 02 27 / ~ / TM IM ~ F~+•I 0 ER PROVEMENTS ARE TED IN A WITH ADA
P ~ CONSTRUC CCORDANCE \ OSED % j r 1 CRITERIA SHOW WHERE SLOPES CANNOT ECEEO 2~ M ANY DATEC110N ~ • a, : x W
/ r / ' / / / ' / 1 w ~ ~ ti AND ANY OTHER LIMITATIONS. , t` t ~ D.A. = ~ 95 ~ ~ ;
1 _ _ y` ~ ¦ ~ tt ~ ~ ~ 1 t _ ~ 2 0.09 A;¢;, , lF / ALL CORRUGATED HDPE PIPE 1O BF ADS N 12 PROUNK ULTRA PIPE, ~ .,..t JO
~ ~ ~ ~ 0 a ~ / ` OR APPROVED EQUAL,
_ / / / ~ o / / i ~ ~T.~
/ i f~.i ' ~ LEGEND T~ ~ l
\ / / / Y/ ~ / , ~ -r ~ V
/ ' - ~ o ' ~ / / / ' ~ I / / ~ T • ~ ~ . ~ . CONCRETE PAVEMENT a z - / Inv. - 1659.51 : • 3 W
~ , / / , / / / LET \ _ ~ , / / ' PROTECTION i t cttoN i; ET ~ ~ ; • . ~ CONCRETE SIDEWALK v? O ~ ~
/ , P ~ F- ZQ . , CTtON ~ _ „ Z ZU
VERS ON DITCH, S All / , / / ~ / ~ , , ' / ' / , i / IN NATURAL GROUND AS \ ! / / / / i ! / / / / ~ / I / ~ w - N I ~ ~ ( _ _ ~ Q to W
r / / ~ / / //i/ / l l l/ / / i ! / SHOWN BELOW / / / / ! % ~ / / ~ ~ / / ~ ~ ~i / / % / / / ~ / ~ 2h,., EXISTING CONTOUR . I i I \ ~ w~
/.i / / ~ ATURA \ ~ 3S / / i / / / ~ r ! / ~ o~w Q / ~ ~ _ ~ a
~ 1`""- / / / /i / i / ~ / r / f l / 0 i u i 270 PROPOSED CONTOUR ~~y1 p O ~ 0 F~+ H w J w
`---T / 0 / i t0 ! t O Z o ~ ti , ® SPOt ELEVATION DESIGNATES GUTTER w o ~
/ / ~ ~ \ RM / / ' / / / i / / r / - • ~ UNLESS OTHERWISE NOTED ~ ~ Q w / / o U o z / ; , ~ ~ T 1065.00 ~
~ r / / / / /1 / / / ~ \ , / o IN . nv E • 1060.27 t o -SF ~ ~ W ~ t--t i~ , ~ t PROPOSED SILT FENCE Q
i ; 9 RIPRAP, 18 1HICK \ ~ \ _ / / / / , / / / ' / ~ / ~ IN , OUT N ¦ tOS9.50 w p w A
/ ~ / , / / / / ~ h : ~ ? ~ ~ ~,r' of ~ ; / / • / ~ , J ; / ~ ~,t f 1D-~-1D- TEMPORARY DIVERSION DITCH ,i, v? d
a / ~Mp / / ~ /i EMERGENCY SPILLWAY ~ R! ~ T / ~ / f ~ ~ ~ ~ 2 FENCE (tm.) v1 to ~~yy ~ Z DZ W
ELEV. ¦ 1035,25 14 WIDE \ / ~ } ~l/ i / / , ! ~ ~ ! ! .~c- PROPOSED STORMWATER RCP O O .~e~ ~ ~i !n ~ !n
5 S 5 ~~u IN t PR 11 0 0 LE OTEC ON w w w
~ 6 ~ r; l J ~ 1 i ~ ~ ~ ~ o.A. • to A~ 0
.~w,n, FLOW ARROW ~ ~ I >a S.F. AA 00 ~
LIMITS OF DISTURBANCE ~ rvoo~ F
/ ~ J r ~ / / ~y ~ to 1•d ~ ~ N
~ / i / , / P A Development LLCM / ~ GRAPHIC SCALE o A ~
- / ~ _ \ / % m to sb ,o eo •""t .0 t\ of ° 0 Catawb Co. Prn# 3712-19-50-5502 ° y
ss x no iYET DE ~ \ ~ ~ / ~ ~ / ~ 0 Deed: 3172-55 b
BASIN ; t \ ~ ` /0 O, z, l / r~\ ~ , l ~3 SIDE Sl. ~ 4Q ` ~ I d., / ~ ~ r / ~ - / , WITH 9 VEGETATIVE~SHELF \ \ p~ o ~ / ~ / ~ i ~ ~ ~ ~ W CLt U1
AT 6;1 SIDE SLOPE \ 1 ~ / - ~ ~ , _ ~ \ ~ - 1 , ~ ([N P'6E"1') 1 inch ¦ 20 tL
SEE DETAIL ~ ~ ~ ~ \ ~ / ~ ~ ~ ~ I r I i ~ \ 1 ~ ~ ~ ~ / RIM ¦ 10 f I SHEET NUMBER:
i 1 Y1C L11111000. M ~ e Ycn Z n ~.¦Ir • ¦ ¦ •
~ ` ~ I I ~ ~ ~ ` ~ sir/ , _ ~ vw wmv~n. VI IUOUVJL
¦ INTITIAM l DRAWN BY. EWN
C3A DESIGNED BY. MR and Associates, Inc.
P.O. BOX 53068 - RALEIGH, NORTH CAROLINA 27636-3068
CHECKED BY, PHONE; [phone] FAX; [phone]
~ . ? ~ ~ i l ~ ~
~ 111r1~ r. This document, together with the concepts and designs presented herein, as an Instrument of service, Is intended only for the specific purpose and client for which It was prepored. Reuse of and improper reliance on this document without written authorization and adaptation by Klmle Horn and Associates Inc. shall be or y to Kimley-Hom and ssociate Inc. ~P~9 Assoc 1
without Ilabilit Associates, ht Kimley'Horn and ates, Inc., 999 10

_
gtU~tljUb
CONCRETE BLOCK •r
~ ~ i
.~r~"i DEV DEWATERING d' MM, PIPE DYl d MM. ~ ~p 6 VARIABLE . j -
NEW CONC. 10 BE 3000 PSI a, dd1VEl PAD 10 BE T2'x 50' AND 6" TIACK MMRRJM SAW-CUT R REMOvE s i
1' ON. SMOOTN BAR EXISTRrC PAVEMENT. BORE 1 1 1~0' b, 1URNIa RADIUSTRUCKS ~ TO BE
1'-6" " ACCOMMOMTE IARCE 9 PROVDED, ~ . Exr51'. CONC. llgED ~ REQIaRED ...r.~,r~ ~ ~ tr o '"mmmnr~
8Y N.C.D.O.T. G ~ SIIOIR.D BE LOCATED TO
~•r., • ; ~ ' ~ ~ ~-FWf DEP1N CONC PROIADE FOR WOOMUM UIIRY BY All ~p . i'••. • CONSTRLICTgq VENM,LE3, ~ ¦ r•
a ti ~ I "d e~ O
d. MUST BE MANTAMED M A CONDITION rR#CN WN.I PREVENT TRACKRiG OR I~ t, 2, OR 3 WTERUI ~ Q Q
E' DIRECT FLOW aF MUD ONTO STREETS. o EKPANSKRI JORR MAfERNI AND PERKxKC TOPDRESSING wrtH STONE of ABC STONE MASTK: SEALANT AS REOUMlED Slll BE NECESSAR'I; KEEP 50ME NANDY. ° o ° b Q ~ O 0
N ,'1. STANDARD SPECS, THE ,c,o.o o 1 3DR-21 WC MMIINIM „i a FlPE DK
. ' , . ANY WTERML MRCFI STILL MAKES R ~ .'.:.':ti: ONTO THE ROAD MUST BE CLEANED UP o
o ~ TMMEdATTIY. ~ ° ~ > 0~ t~ q Na e~ sroNc e}~ tD ~ O _ 0
R+~e uYETRS~ ~ 1. LAY ONE BLOCK ON EACH SIDE OF 1HE STRUCTURE pp~~ r ~l,J ~ 0 00 ON RS SIDE ON THE BOTTOM ROW TO ALLOW POOL
~ TH FOUNDATION SHOULD BE EXCAVATED ~ DRAINAGE. E
AT LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST q~d~
• is THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ' o TER Mi 2:1 SLOPE, GRAVEL FIL w d'
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. P TO SUBSEQUENT IF NEEDED, GNE LATERAL SU PORT
T C ROWS BY PLACING 2x4 WOOD STUDS THROUGH P VEME T N RETE PA CO C WIRE SCREEN 11 ~ •'y ~
- BLOCK OPENINGS. W ~
NOT TO SCALE FIi HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMEI 2. CAREFULLY IPORARY $EDIMENi • Q ~ )L OEWATERING ~ O ~
WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL BLOCK OPENING 10 HOLD GRAVEL IN PLACE. DETA KFILL E AC PIP L PVC
NEW ASPNALT 5 TYPICA 4~
T~-O" • B• ~ 3. USE CLEAN GRAVEL, 3/a-TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP cs LE ~ NOT TO SCA 16 ~r+
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1'MIN. ; J. ~
• . ~ • SMOOTH R TO AN EVEN GRADE. DOT X57 WASHED 2,~ 2 A~IMLT STONE IS RECOMMENDED ~ K
r, . ~ ~ COARSE AGGREGATE Exlst SU8-SASE ~ Q' ABC STONE OR 2_s•
~ti~: '-0 ;S 6 BU1df BASE OEOTEXiN.E FABRIC MINAF'I b00 OR EOUAL ~
AT ALL POTNIS OF , N01EM APPUCABIE 1tMla
RIGRESS k EGRESS UNTIL SrtE M T • .;,j~ STABILREO, FREOUENf GECK.S OF BACKFTII., AMPED ~ . ~ . ~ • UNOM"NRBED SOIL SEDIMENT ' 2 x 4' tUM iranl
THE DEVK:E Ara TRAELY Ri 6" LAYERS , MAINTENANCE MUST BE PROVTDEED. T
~F+4 PIPE 1,5' t, Feetb mQ
TECTION 1 Y T PRO P INLE
~~~P~ DROE ND GRAVEL BL CK A 0 FGR ADDITIONN. oETAILS. 8 .L DRO , s
~ TION cs ALE N TRUC To SC RY COS NoT EMP RA _ T 0 4 e lay STONE ro SCALE II ;':i
UNDER PIPE SurNd Fobrk
N E EXIT ENTRA C TH s AC P ET T PAV PHAL AS 3
- cs NOT TO SCALE
cs NOT TO SCALE
~ ~ 1 ~ ~Ih ~ t'
a i ironN - - mMl

.r -III' ti ~ ~ ,.t
k , k ` ` 1 k~' .r 1. X~ t
5 5 ~ ; ~ i r ~ COllIM
2 -0'" 2 -O ~4 BARS Y "yy" UALLY SPACED o 0 Ea " • h \ QOM/ ~ ~ Ol COnIM
Y PA D ~g BARS o o Y' ~ ~ • " EQUALL S CE s c o .c... . ~ \ 3 1 2 00 ~ ~
~ ~
5 - R _ I I _ . ,il R 3" PLAN ~I I ~ . _ ND
CURB ANO GUTTER I~ ~-I __i , , F RIC A F AB TI 0 LA 0 IN TAL S
~4 BARS F WI1H CATCH BASIN ON STEEP GRADES g - i-- I.- . = I , -I -1 - , --i I ~ T 0 I TEC , i , IN T PRO i I FOR LE FRAME i , P RTING PO S
"U EQUALLY ~ = I=I - ~ I- I ~ I __I I I - - ; ~ -I _ 1 I I __I I ~ ~ I
SPACED 3 I i~__~ ~ ,r. I ~ 1~! `~I I I. cs NOT TO SCALE ~I I - ? - i i I ~ I_ I I_ --I I _ l . ~ , ,
" 4-0 ~ - - - - - - • g 6 I___I I L-III-III-I I I__I I I-I ! L_.I I I_ _I_, ~il .I - _ I _ili.=1 I-I I L-III _I 11~I 11_i l 1I-
S _ 6 USE ON FLAT GRADES 2% dt UNDER
SECTION A-A COMPACTED FILL
SIDE ELEVATION
3' DEPRESSED 3' gE 3000 P,S.I, 1, CONCRETE SFW.L
E GUTTER LINE 2, JOINTS SHALL BE SPACED AT 10 M~RERIIIALS. (A 15 SPACING R
a BARS "v" ~ ALLOwEO wHEN A MACF~flNE Is USED, BACKFILL MIN 8 " WILL ~ ~8 BARS "w 3, Au CONCRETE wmI COMPOUND 'T4'IICK LAYER OF GRAVEL FILTER FABRIC TRASH RACK ~
4 BARS "U" 11 2 ELEVATION
NORMAL CURB dt CUTTER ON LIGHT GRADES - NORMAL GUTTER LINE ~
TI N RR i i SEC o " s EY TTER 4 VALL GU STEEL POST
6" g 9 N GRADES 2% do OVER 14R H
usE o Cs NOT TO SCALE 24" CMP RISER, 10P • 1034,0 t"" w 1 ORAw DOMM ORIFICE 1033 ~
~4 BARS t''' A
QUALLY SPACE tO DEPRESSED - • ~ GUTTER LINE _ I I-. ~ i- ~ , w
12 6 - - _ I = 1= ~ I ~ TEMPORARY P001. ELEV.• 1034,50 -I I -I ~ ~ 1- ~ i I ,
I:_I I I-- I I~ i = - - I _ PERMANENT P001. ELEV,.1033 ~ - I - I I__I ?~y
111/2" " I !'i'"-' ii! ~ li- ~-i'-=-i ' ' F 6 ELEVATION ~ ~ - I - - ~ 1= _ i„ i _ I - ~ IA MyM MCI I ~ , .
SECTION-SS ,owe aAr • «nro, a nar w+aa ~ _ i-- M ~ I { i-- ~ - ~ 801'10
aR - I~- - I-- I L~ FOREBAY ELEV. M 1029
V'-TRENCH = I - - N - I 1= I I--_. I ~ - - V:
x, eoii aoa - i r~q ~ I.oor r~ a,n _ ~ ~ - z• .r r- r.~ r~ ~ C-' ~ ~,'~i a°i i ,,,a ,fin" a,°~ a,m _I 11.1 , I . I .I I I,.I I I_.i I I__I I L~i I 1,b' x 1,S' x 2' CONCRETE
.r• r.A• T'.a• rat r ; -1i• I;i, g~ I,s, " ~ °aa~"~+~i r-d' ~ r-'r r--g ~ e"~ axe ANtI-FLOATATION OEVICE
a t-r r e'-r a AN'll-SEEP COIJ.ARS
BA IN T H S TE CA C RD NCRE DA CO TA TAIL I t 0 DE i AND W RE Z OUTLET PIPE (SEE PLAN FOR SIZE ANO SLOPE)
EXTENSION OF FABR G ND WIRE ~
C6 INTO THE TRENCH NOT TO SCALE S SECTION CROS H
1 z" STEEL POST U
BACK OF CURB FILTER FABRIC "--B x 2" .I ABRIC ~ 0
~I~==:i~ - ; I-__. I _ •.rl
BASIN DIMENSIONS
H 3 ; ~ ~ ~ I (-I .-i I I- _I i,-~ i-- _ ,I I it ~ I ~ ' I-'I' • _I ; _ ~ . I i I VYIDTH LENGTH AREA (Sq.ft) - i - ~ ~
E l~- Ili ICI I .I _ .I ~ lu
- = I~ 55 110' 6050 Z I-- ~ - _ 0 BANK OP OF BERM -I ~ ~ ~ I . /T ,
~I TEMPORARY POOL 46' 101 4646 t,, 0
r 6 ? 6 ~ x I I I ~ 0 PERMANENT POOL 37' 92 3404 ~ i ~ -
R 6. a 1= ~ 0 POND BOTTOM 4 59 236 ~ y .N ~
_ E r. S PLAN ail M 4 I cd RS ~
~ END ELEVATION » A A ~ •rl
• 6 » • WHERE 30" TO 36 PIPE IS USED 1 " A IN BS NTION F T DETE WE 2
" ~ • ` 6" SECTION JJ ~ ~ cs N T TO SCALE ~ ~
j ~ N , • t 0 o q ~
t 6" R TEMPO D DETAIL u ~ . g 6 . FENCE ILT ~ RY S EMPORA - o ~
» 'ti: 6 I cs NOT TO S b s~ ~ OT TO SCALE ~
e ~ ' wEw WHEN S' X 6" ~ ' " ' » A wa ~
i ~••'•~'-+~:~t r'° CURB IS USED IN PLACED 8 H • OF H000 e`
SIDE ELEVATION Ht T J B J 6 _ F A NDTES; SHEET NUMBER:
CLASS 'B" CONCRETE TO BE THROUCHWL s SECTION MM D . T ,JOB NUMBE . 011536032
i u, rarru luc~l duYR 1'-6" M DEPTH TO BE PROVIDED ~m a~~. nrn
DEWEY BROS. CH-BN-2000 • - I t SECTION XX ACCORDANCE WITH STD. NO. 1.02 - 1\IIIIIV, 1 svss~ iNTiTiALS:
OR APPROVED EQUAL DRAYYN BY. EYYN
6• SEC_ TION-YY (~TroNAt. CONSTRUCTION-t~IDNOImMC FOUR. 2 KEYWAY OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. PLAN C 6
FORM ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB DESIGNED B : YYSR Inc. and Associates, P.O.
FOR e' n1 HEIGHT OR LESS USE 6' LESS USE 60 WALLS AND BOTTOM SLABS BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: [phone] FAX: [phone]
CONCRETE CATCH BASIN , 6 ' TN HEKiHT USE a WALIS AND DETAIL STANDARD DYER a, AND LAP To CHECKED Br
. BOTTOM SLAB. CUANTITMS TO BE ADJUSTED ACCORDINGLY 6 NOT TO SCALE This document, together with the concepts and designs presented herein, as an instrument of service, Is intended only for the specific purpose and client for which
on this document without written authorization and adaptation by Kimsey-Han and Assoaiales, Inc, shall be OF w 10 without lioblity and Associates, Inc. prepOred. Reuse of and Improper reliance Copyright Kimley-Horn and Associates. Inc., 1999 ' I Hom to Kim ey-

_ ! _ _
rj r' ~ - 81TE PUN DESIQN NOTES AND KEY PIJIN ~TUUnar
/ ~ 1 DIRECTIONAL ARROW DETAIL 1 " ~~~~i
~d• li gt ,WN y J / \ ~ COLOR -TRAFFIC WHITE 4 'ti
e ~ r~ ~ , ~ C~ f ,J rj C 1t ~ r 1 : Q'
, , l r;; ~I % ?2 DRIVE through GRAPHICS ~ ~ ~ L~ l.+.i' 1 ~ 1'~ 1 j / COLOR -TRAFFIC WHITE C4 ~
1.6 0 f ~b t', ;I i ~ W. 1 A,_ it ~ ~ ,
~ ~ C7 f tiw , ?3 STOP LINE GRAPHIC DETAIL 3 ~ ~ r,~•, J` COLOR -TRAFFIC WHITE C4 i~
L J: ` 1
ti x0 6 O ~ , o, I i ~ r 4 HANDICAP SYMBOL DETAIL 4 ~~~Ip p\~~~ I / ? nnmT
w r;4~ ~ i I I y r ~ 'I / j (INSTALL AT EACH HC SPACE) C4 II / ' r i i I' S
~ ~9 0 1! - c ~ ~ H ~ ! 5 STANDARD PARKING STALL
e 1 TE r ~ i ~s .de ~ i f COLOR -TRAFFIC WHITE C4 0 ~ "d On
b` 2 ' I ~ 1 1 JJ - " r I 8 ~Vlo rr r 6 STOP SIGN, R1 1, 30 x30 (POLE MOUNTED S dV) r J
0 - / ;r r ca p 0~ O ~ f ~ D,O.T, SME "WATCH FOR PEDESTRIANS" SIGN ~ ~
lr 1 f r ~ , 1 ;i / ~ ~ ~
c / , / ~ / ~ J ! O.O.T. SME ONE WAY" SIGN
o'~ ~ ~ I ~ ! i i : / /~--r i r r I ~ ~ ' IN 1A "VAN ACCESSIBLE" SIGN Al VAN 0 ~ ~
0 a i ~ ~ 0 1 r / , I ~ ` J HANDICAP PARKING SIGN. S LL ~ ~ ~ J SPACE. (SEE VOLUME 1-C OF NCSBC FOR H,C. SIGNAGE)
~ r ~ ~ ~ ~~.i I ' ~ I !r ~ PARKIN N HALL BE S~ HIGH, l; r , , ) HANDICAPPED G SIG S S r 1 ~ J , ~
/ ~ I J, A d+ I r ~i " r + i All SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM / f " o
l r / , r! j r\ ~ TRAFFIC CONTROI DEIACES BY THE U.S. DEPARTMENT OF TRANSPORTATION 4~ / ! ~
P VICINITY MA ~l 7 ~ / 1 r ?7 SIDEWALK HANDICAP RAMP DETAIL ,~y
NOT TO SCALE 1 C4 ~ r / ; / tlp ~ ~y
Atlantic Finonicol Group LTD J i 1 , I 8 i4 j / rl ! I~ I l ®CURBED HANDICAP RAMP DETAL o 0 ~
i Catowba Co. Pin# 3712-19-50--0671 I IJ r ; ~ 1 C4 ' r r ~ © ~
~ ! r ~ ~ A HAN I AP RAMP NOT USED i 1 ?9 RECESSED FL RED D C ( ) iJ 1 ; l ~V
Deed: 2094 1351 r r Q~ ' / to 2a• CONCRETE CURB SECTION TYPICAL 10 ~ ~ f ~ ? 4
i G w~l J 1 J ! ! I 1 1 W
\ ~ I END ©RETArtrINC w,u~ l J~11 J~ ~ 1 ; 11 1 / ~ 11 CONCRETE WHEEL STOP DETAIL (TYP• 17 PLACES) +~Jy E"'+
~ ! g 47.32' 8l 97,32 BUILDING TIE / , / F•I i 1 ~ J r; ~ ~
\ ~ f_xist~rig "HC" ri / r 12 PROTECTIVE PIPE BOLLARD, TYPICAL INSTALL ADJACENT TO 12 13 ~
~ V ~ ~ Refair,irg '~,'oll 31 /I r 1 ? 4 ~ r! , I r TI CS , , BACK-OF-CURB FOR BUILDING PROTEC ON, v
EIP - E ' rl ~ r ; „
295.82 PROPOSED tg, r f 13 PIPE BUMPER POST r / / 4
o" l J l " / r
10' G ACK 4 4 ENTER ~ I 1 ` 14 8" WIDENED CURB SECTION AT DRIVE-THRU WINDOW 14 r ?
RETAOVINC NALL 10 5.00' ~ C5 ' I ~
f~ ' ~ ,t ~ ad 9~p. ® fN ' 8 / ~ I 15 TYPICAL SIDEWALK DETAIL 15 ti I r ! ?
° z ' S 33.68' I 1 ! I 1
1.00' ~ m 8.00 F ' . hrTlLm POLE ~ `.r,
F © 17 5 z 1 , ' 8E' RELOCATED' 1Y O1NER5 16 SIDEWAIK WITH CURB AND GUTTER 16 - , Z_ ? 1 g ! c5
3 ~ g , NHITE y, 0 I,J, 2 / r $ ;j! r
- STRIPE a ~ 9 g 5,00' ~j1I ~ P (V ~ ~ ( r' I ~ 17 TYPICAL ASPHALTIC CONCRETE PAVEMENT SECTION / ? 1
~ 35,00', ~ 17 w ! 1" - TYPE I ASPHALTIC CONCRETE SURFACE COURSE 17 17 a 1 / ~ " ? / 2 - TYPE I ASPHALTIC CONCRETE BINDER COURSE
~ ~ > " ~ $ a 6.60' ~ 10 ° 16 ~ ' / 6" -STABILIZED AGGREGATE BASE COURSE
0 18 10 ° f I i I 10 , l r r , 1 rl ~ r ~ i 18 8" CONCRETE PAVEMENT SECTION AT DRIVE THROUGH. 18
PRESELL MENU ° o ° 15 J ? ~ t5.98 ~ , ~ r ~ / i% C5
BOARD ° 4 a M 8 ,p ~ r' r j I ~ ! !I FA RI 19
/ , ~ e. / 19 8 THICK CONCRETE PAVEMENT WITH WELDED WIRE B C, N ? . , I ~ " 5 ! 1 ! J 8x8 x6 4 WWF GAUGE, CONCRETE SHALL BE 650 FLEXURAL ~ J J r l
21 CONCRETE 7 7 BECM 9 ' ° TO BUILDING ~ ~ r / STRENGTH OR 4000 PSI MINIMUM, AS SPECIFIED. 29 l o,
RETAMINC NAIL g 8 13.00' t5 106.39' iIACPOLE '1 / rlJ "STOP" I 11 AN O r- ' / 1 f, ~ 2? TRANSVERSE 0 LONGITUDINAL
1 .00 Z. j, ~ ?P ' ! I ! ' CONTRACTION JOINT DETAIL 5 I ~ i, ;
~ ~ ~ ~ ~ , 1 ~ / ~ ~ J r J ~ , 21 TRANSVERSE AND LONdTUDINAI
nE'•M ~ ® ao 2 , , 1 ,l C5 M ~ ~ ~ ~ ~ ~ TR TI NT DETAIL AS REQUIRED GD r 1 I KEYED CONS UC ON J01 ( )
D CF#dC-FL A m a ~ 3.00' ~ ,I / Cr 1
~ 10 X7120 / i 1'•,r 1 ~ / 22 SEWER CLEANOUT ~ ~ ! ~ ~ CS ~ ~ ~ r J (SEE SHT• PST)
" e 67 PARKING SPACE s ~ ORDERING 28 ~ ?,F,L ¦ 1088.00 PEDESTRIANS ° / / / ! O
CANOPY 8 CONCRETE Q ~ ~ Lf r ~ ' ©MENUBOARD AND CANOPY ORDERING STATION. MAXIMUM SIZE IS 80 m / I~ sWARE FEET.
te,oo' te.oo' taco' To s111LaNG I2 ~ ~ 14 7. 4 ~ti ~ ~ rfr J ~ i I I r
~ Q / ; r ~ ; „ ®ECX SERIES 35 FOOT"FLAG POLE PACKAGE, BY APPROVED VENDERS; 'TFIE p ; c 1 I 1 j, FLAG COMPANY OR ATLAS MCS .
q•,~ ~ s ~ ~ ~ PICTURE FRAMI t8 , o.a>~ ~ 5 PATTERN sloEwu a ! I ; l'
~ 0 1 ~ r~ i I i r !
11 ~ ~ J r ' '0 `r ~ 2 GREASE TRAP .h ! ~ © , r h ~ r~, ~ ~ NOTE: ACCESS LIDS TO BE INSTALLED 0.2 ABOVE ADJACENT GRADES
~ ~ D D D D D ~ ~ lr . ~ r, • o / ~ IN LANDSCAPE AREAS ANO FLUSH IF WITHIN PAVED AREAS
D ~ ~ ~ n 5 W 21 ~ ~ ~ ; I ~ _ u ro / J SEEI/'SHEET C B 1 ROADwAI' NAPR YEMENIS A IMF MA110N r ~ 28 TRANSFORMER (SEE SHT, ES1 FOR SITE ELECTRIC L OR )
~ tt z ~ 2 l ? P N L+I , , ,
O ~ ' 11 ` i ~ ~ 2 DUMPSTER/STORAGE BLDG. r a f I r ,
~ ~ W f / ~ r' ' r hick-in-A MONUMENT SIGN. NOT TO EXCEED 10 HIGH AND NO MORE l1 ' 1~ 1 ~ c
N > F ~ Q 17 i 1 1~ 17 ' r ~ 50 SQ. FT. PER SIDE, SIGN PERMIT REQUIRED. I 11 / j I
g - ~ 10 9 ~ r , l ( r r j , Ij " T I H S ARE NO r r I' i ~ r 2 Chick-til-A "ENTER SIGN, NOT TO EXCEED 38 H G. LOGO ' r ® w
tb.oo' 10 ~ ~ 9 w, % ~ ~ r! I ~ fin,, i ~ PERMITTED. SIGN PERMIT REQUIRED. H / 1 ~
a ~r v r p a00' ~ i ' Chick-ifl-A "EXIT" SIGN. NOT 10 EXCEED 38 HIGH. LOGO S ARE NOT J ice; ; ; r I ~~r 1
g ~ 24.00 toss r i ! J I/ PERMITTED, SIGN PERMIT REWIRED. o tXIST, roL~ 1 J l
20' ILDINC 1BA R2 ! it QqO~ ~ ~ Obi I I l SAWCUT EXISTING CURB, CUTTER, dt PAVEMENT ON EACH SIDE OF NEW ~j
~ a 0 ,cR. r r l 31 R WH RE NEW DRIVEWAYS / r , DRIVEWAY AND REMOVE EXISTING CU 6 E ~ J / WILL BE CONSTRUCTED, PROVIDE EXPANSION JOINT BETWEEN ~ . ~y
1 'o IEt~Erb 1 :i / ; ~ ~ i NEW AND EXISTING CONCRETE. M'~
t ~ / - ~ , THE CONTRAC?OR SHAII INSTALL NECESSARY TRAFFIC CONTROL,
toaee g , g ~ 8 ~ ~ ~ / 32 / ~ I TIN AN 1H R RE UIRED CONTROL SAFETY BARRICADES, l GH G, D 0 E Q
CONCRETE PAVEMENT ~ ~ ~ ~ 1 101.98 I ' I ~ XI TIN TRAFFIC ^ r Ii MEASURES TO SECURE THE WORK AREA FROM E S G r ~ ~ N rl ~ 1 ~ AND TO ASSURE PUBLIC SAFETY.
1 / Z
. ~ ' ' ~ ' ~ ~ CONCRETE SIDEWALK ~ $ 3 ~ t0 1 1'~ BITUMASTIC EXPANSION JOINT, TYPICAL INSTALL EXPANSION JOINT W ' ` © I RFA WITH BUILDINGS ~ ,1 / BETWEEN ALL CONCRETE PAVEMENT NTE CE ~ ~
3 3 CURB ANO GUTTER AND OTHER CONSTRAINED OBJECTS. H O
EIP EXISTING IRON PIN 58'0 " 71 ' 1 • ~ ~ ~ z \ I RA PANS FOR THE W U I ATE CONTRACTOR SHALL REFER TO ARCH TECTU L L ~
Nlp NEW IRON PIN ~ aDSEO PROPOSED ~ ~ ~ ~ ~ © I IN AN THE LOCATION OF Q / ~ ~ ~ EXACT DIMENSIONS OF THE BU LD G D ~ W
TO BE RELOCATED B'Y 0111ERS \ DOORWAYS, UTILITIES, ETC. O U ~ , U
T TRANSFORMER ~ nn ~ . ; ~ z 3 ~ ®PROVIDE HANDRAIL, 38 RICH ~ ~ W
?LJ 1 ~ r 0 N 1 ~ r
G1 GREASE TRAP me m w Q i `KEYSTONE" OR EWAL. (CONTRACTOR TO COORDINATE 10 ~ W F~ ~ - ® ~
M9 MENU BOARD 2o7.3s' ' PROPOSED TRAFRC \ WITH MANUFACTURER) T U m ^ SEE TRAFFIC SIGNAL PLANS ~ W ~
l~ 8 J ~WV
CAN CANOPY ~ r ~ } W
r I l ' GRAPHIC SCALE ~ / a E-I
; c~ j ~ o: ~ / ~ , to o ~o ~ ~o to O r ~ \ ~ ~ O
1 r, NOTICE PEDEBTRUN BAFETY i lr 1 r '`Z,~, • . • • a ' ~ ~ 5 ~
,V,~ W
1, 1HE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO SEPARATE EACH 31 ~ WORK AREA FROM PEDESTRIAN TRAFFlC AND TO INSURE SAFE PEDESTRIAN ~ ~t
~ ~ PASSAGE Al All TIMES. ; ~ 1 inch 20 !t Q
/ / ' ~ .MJ
2. THE CONTRACTOR SHALL ALSO U?ILIZE SAFETY NARNING SIGNS, BARRICADES rl ANO OTHER RELATED MEASURES, AS NECESSARY, THE CONTRACTOR SHALL ~ r ~ WAY IMPROVEMENTS 1 ~ % \ " V ~ ~
COORDINATE PERIODICALLY WITH 1HE PROJECT MANAGER TO REVIEW SAFETY AN ' ~ ~ 1• THE CONTRACTOR SHALL FURNISH AS-BUILT" DRAWINGS OF ALL ~ ~ A O ! !r / 11 ~ IMPROVEMENTS AT PROJECT COMPLETION TO ENdNEER. ~ ~
CONCERNS AND ADVISE OF AC11VE WORK AREAS. / ~ i 0 ' r i / /r 2. All DIMENSIONS ARE MEASURED FROM FACE-OF-WRB, FACE-OF-STRUCTURE, '
~ I ~ I i' r1 ! ;1 - F-PA M N? ENTERLINE AS APPLICABLE, UNLESS INDICATED b i~ i EDGE 0 VE E OR C ~
t- • I NOTICE . EXI81'IN~ tfiLRY LOCATIONS r , j ~ ~ 1 i OTHERWISE. W ~ ~ 1/ ~ l J 1 ~ J i 1 r A PARATE SIGN PERMIT WILL BE REWIRED. SEE ABOVE
J r J ~ r 3. SE ( ~ l I 1 r I / T- rl ' j ~ I / y..,, SNEEi NUMBER;
~i PRIOR TO EXCAVATION ANO INSTALLATION OF ANY UNDERGROUND U11l.ITY, ~ l r , 1
STORM DRAINAGE FACILITIES, GRADING, PAVING AND OTHER RELATED / ~ , ' 1 ~ / ~ JOB NUMBER: 011536032 ~1 ~ i/:...I I_ I w r..
J, CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL I MITIALS: \ I DRAWN BY: WN
UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE •n m
REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION
MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ` f; I WSR rh and Associates, Inc. C2 4 DESIGNED BY;
ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM PCA Development, LLC 1 t, THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. / I ! P. O. BOX 33068 - RALEIGH NORTH CAROLINA 27636-3068
CHECKED BY. PHONE: [phone] FAX: [phone]
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL Cotowbo Co. Pin# 3712-19-50-5502 I / AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, If This document, together with the concepts and designs presented herein, as on Instrument of service, is intended only for the specific purpose and client for which was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley Horn and Associates, Inc. shall be OF
Deed: 3172-55 PRIOR TO CONSTRUCTION. / out liab1
:n with itY to KimleY'Ham and Associates, Inc. Copyright Khnley-Ham and Associates, Inc. 1999 10 ~

1 a•
e \ r i 1 , _
R r~ ~ ~p1 ~s I ~ ~
L 4 ~ i ' , ~ _ ~ I . (p _ _ BOTANICAL NAME COMMON NAME QTY, SIZ
V 1 ti ~ ~ ~ E COND, REMARKS
~ ~ y ~ O i CAREX CRINITA FRINGED SEDGE 47 _ , BAREROOT PLANT 2 - 2,5 O,C.
~ 0 ti ~ ~ ~ o e JUNCUS EFFUSUS
~ ~ ~ V y 4~ ~ \ SOFT RUSH 62 - , BAREROOT PLANT 2 - 2,5 O,C.
~ \ ~ ~ ~ - 0 O J i ~ ~ O N ~ SAGITTARIA LATIFO I
\ ( ~ ~ ~ SITE ~r ~ ~ Q 4 ~ 0 ~ a ~ F L A ARROWHEAD/DUCK POTATO 58 _ ~ , a BAREROOT PLANT 2 - 2.5 O.C.
s de ~ ~ V ~ y~ ~.l SCIRPUS VALt DUS SOFT
i ~ ~ ~ ~j ~9 ; 1 a STEM BULRUSH 34 - BAREROOT ' _ ' PLANT 2 2.5 O.C.
,~Q PONTEDERIA COR DATA PICI(ERLEWEED 40
~ ~ ~ ~ i t` , ~ ~ BAREROOT PLANT 2 - 2,5 O.C.
~ ~ 0 o c ELODEA CANAD I ~ S WATERWEED 49 _ ~ _ , BAREROOT PLANT 2 2.5 O.C.
o a ~ ~ o ~ _ o ~ - ~
~ ~ ~ , ~ ~ \ ?
- . ~ ` AN DROPOGON GLOMERATUS ANDROPOGON GLOMERATUS
' o e~ ~ VII ~ ~ f C LAITY MAP ~ ~ ~ ~ 55 PINT CON1, PLANT a 2 2.5 O,C,
~ - _ - 0 i ` c~ ~
NOT TO SCA ! 0 LE +
~ ~ ; + ~
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- S 'o + LAN P ~ ! DSCA E CONTRACTOR RESPONSI F
0 BLE OR LOCATING AND MARKING PROPOSED PERMANENT POOL '
0 A o ELEVATION (1007) WITH WOODEN STAKES, SPACED AT '
~ , ~ ~ I ~ 25 INTERVALS,
~ . _ , , LAN DSCAPE CONTRACTOR RESPON + SIBLE FOR PROVIDING IRRIGATION TD • PROJECT N
0~ U TIL PLANTS ARE ESTABLISHED.
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CAREX CRMITA ~ ~ r 1;. i,=-~~ 4 ;~-y~, ~
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JUNCUS EFFUSUS - ~ _ . - - i ~ ~ Q \ - - ~_r FOREBAY -
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PRFPORF~ Iti rur nrrirr nr. '
CLIENT:
A : PROJECT: PCA DEVELOPMENT, 03-26-01
KimleynHorn . HORIZONTAL SCALE:
HICKORY, 1"=10'
Eether with the concepts and designs resented herein DAB: DRAWN BY. CHECKED BY. N.C. VERTICAL SCALE: PCA DEVELOPMENT
E llonce on this document withoutwritten auth ri os an Instr ument of service, is intended only for the specific purpose and client for which it wos r ared• Reuse and Associates Inc. 1
o zation and adaptation by Kimley-Horn and Associates, Inc. shall be without liabilit to Kimle -H p + orn and Associates, Inc., 2000 Y y orn and Associates, Inc. P, O, BOX 33068 -RALEIGH, NORTH CAROLINA nc. TITLE: DRAWN BY: LWB
27636-3068 DESIGNED BY; STORMWATER WETLAND JJD LWB PLANTING PLAN CHECKED By. ATTACHED REFERENCE FlLES: JOB NUMBER: SHEET NUMBER:
PHONE: [phone] FAX: • 919 677-2050
a : H,BRITT 1011973000 104 of

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G ~y INV. IN W 85.50... S A~ e ~ IFi+~~,IN (ShF}_= 98550 ~ ` o
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• 0 n o ~ _ ~ ~
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. ~ \ O, ~ \ \ Deed: 3172- 55 i
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V _ n~ STOP EL 1007 ~ ~ _ \ # ""C ~ ~ ~ ~ C
6"STONE W/ 57 ~ ~ ~ ~ _ , ~ ~ ~ STONE FILTER LAYER ON TOP ~ ~ . . . ,
O ~ _ r~ ~ ~ i - ~ ~,A
- - N \ USE M14ROPOQL AREA AS IEMPORARI^ ~ _ ~ ~ , _
r ~ ~ SEDfMENT TRAP DURING CONSTRUCTION ~ ~ - ~ ~ r; k ~ ~ o
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V ~ ~ A ~ ~ ~ ~ O 058.56 c~°i ~ 3. ~ ~ ~ I ~ i i p O i _ i I ~ W I ' \ t ~ ~ INV, OEIT - 1058 36
- ` ~ I I 6,~ ~ : I I _ ~ ' EX~S 100 ~ ~ I
\ ~ lJi~ ~ \ .,r ? ~ 1 O. ) T• ~ ~ ~ s
~ ~ _ ~ IMMEDIATELY UPON COMPLETION; flll SLOPE N TE - ` . TO BE STABILIZED USfNG STRAW WITH• NET i ~ ~ f ~ ~ ~ ~ ~ ~ i , , i ii I i
~ ~ ~ \ OR MULCH ANQ EMULSIFIED .TAq( ALL HDPE PIPE TO BE ADS N-12 PROLINK ULTRA PIPE \ \ _'i ;1 iii'' i~ I i ~ I i
CORRUGATED, OR APPROVED EQUAL. ~ _ - _ ~V ~ . _ ~ L ' i i I _ f i i' i _ _ ~ _ rr i _ ~

Y. \ [ n \ \ . , ~ ! ' j ~ - Ilr/1 ~ ~AT ~ ,T EIE'L~ MEA~FIED~ ~ j ` 1 ` I r ~ ~ ~i i r l l r)
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m o to m 4o eo ~ ~ ~ ~ , ' . _ ` ~ 6" STONE / ~ ~ , ~JA / ' ~ ~ ~ _ ~
V _ RIPR 'OUTLET PROTECTION REQUIREMENTS ~ ~ ' ~ ~ ~ ~ ~ ~ ' ' ~ S ; I~~ X 1,5 r` ~ ~ ~ ~ e - ' ~ w. r ~5~ 28 LF 15" R6P
~ ~ \ ~ 1 SIP DIA. Ld W--dSff~-dma~--Thfckn ~ ~ _ F' i~ a 1 ~A AT Q 0 E esa ~ ~A ~G,, ~ ~ ~ , , Hdp , o ~.ox
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\ _ - STONE FILTER LAYER TOP/ ' ~ : i" ~ ~ ~ SAM ~
V ' vl/ ~ 0 6 ~ ~ ,
. ~ , ~ { ,fji ~ '
~ ~ ; - ~ i i -
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~ ` ~ ~ \ ! ~ i i ~ ~ i 7 _ , ~ ~ ! ! ! ~ a~' ~ ~ ~ ~ l 106
- RIPRAP _ ~ _ A ! i ~ ~ / ,l~
- _
~ a. ~ WETLAND PLANTING AREA . , y ~ ~ ~ /,~i ~ / ~I ~ - ' ~ , , ~ SEE SHEET C01
~ , \ / ~ ~ ~ _ ~ ; ; ~ ~ % ~ ~ . ! ` , , ,FOR ADDITIONAL _ !
- EXISTING CONTOUR ~ e i, _ ; ~ ~ i _ _ _ _ ~ , ~ , INFORMATIQN _ ~
~ _ j , J I
~ 270 PROPOSED CONTOUR ~ . i ' ~ ~ i ~I i % i r' 1 ~ ~ i
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A
PREPARED IN THE OFFICE OF: CLIENT: FKUjtu I:
PCA 03-26-01 DEVELOPMENT, INC. HORIZONTAL SCALE:
1 = 20
Kimley=Horn HICKORY, N.C. VERTICAL SCALE: PCA DEVELOPMENT
REV. No.: RENSIaN; DATE; DRAWN BY. CHECKED BY: F1 C TITLE: DRAWN BY: LWB STORMWATER WETLAND
I I and Associates, Inc. This document, together with the concepts and designs presented herein, as an instrument of sernce, is intended only for the specific purpose and client for which it was prepared. Reuse ' DESIGNED BY;
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O, BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 WETLAND PLAN LWB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: CHECKED BY;
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE: [phone] FAX: [phone] SEAL: H,BRITT 1011973000 C02 OF

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~ ~ ~ ~ ~ , ~ INV. iIN E 1064.27 l ~ , ; r~.,., ~ j ~ , _os ~ ;
LEGEND _ ~ ~ ~ ~ A / ~ r _ r l i _ , ' ~i i INV. "pUT (N - 109,50! . ~ ~ i ~ ~ , ; i JA ~
_ ~ ,r _ ~ r! ~~i , J" ,i I ! ~ l n fir l r ~ I ~ r iA r ~ l,% ~
' ~ ~ RIPRAP ~ _ i EXIST. 30 CMP ; ; ; l;% i , ;1~ ; ti is r . J ; , I rr.r
. AN P AN N A - WETL 0 L TI G REA ` , _ , r ~ TO BE REMOVEb _ f i:, i , l j , , ' i r. _ i
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. - _ EXISTING CONTOUR ~ 1 / . J~l ~ i I i , ~G~ r ~ ~ :r~~~r ;r ~ f d
\ - ~ - I f i ~ € / i I ~ ~ f ~ ~ J' ~ ' j T ~ ?
27o PROP SEO CONTOUR ~ _ ' - . ' _ 1 ! ~ ~ r; A r ~ I _ ~ A ; P~!
¦ STORMWATER PIPE ` \ , - ~ - ~ ~ J J ~ ~ s.r ~ ~ a,~_ ~ '1Jho~~,~ 1~~~'~ I ld~rr ~ ~wrr~~:~~c ~
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PREPARED IN THE OFFICE OF: CLIENT: DATE` PROJECT:
PCA DEVELOPMENT, 03-26-01 ¦ HORIZONTAL SCALE:
1" = 50,
Kimley=Horn HICKORY, N.C. VERTICAL SCALE; PCA DEVELOPMENT
REV. No,: REVISION: DAIS; DRA" BY: CHECKED BY: and Associates, Inc. LWB STORMWATER WETLAND
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse Inc. TITLE: DRAWN BY: DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 OVERALL SITE PLAN LWB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE: [phone] FAX: [phone] CHECKED BY: 1 1 C01 OF H,BRITT 01 SEAL:

CONCRETE BLOCK
DEWATERING
• 0
~a ~ ~r 8 ~ f
~,o ¦ ¦ ¦ ¦ 0 - Y.
_ L
~ ~ i; p p
0 0 I
0 . . -r..?" _
/ - - i i ~ ~ i p ~~i-- _
- ~ - - 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ ~!i ~ ' _ ' ~ ! ' ; ..,I~--
~.J~ , , ~ - 0-60 ~ ' ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL 0 000 Orb :III - ~ ~ I;,-
RAINA TH F N ATI N H X V D GE. E OU D 0 S OULD BE E CA ATED ~ ~ _ ' i ~ , AT LEAST 2 INCH BELOW THE CREST OF THE STORM r - _ _ :1=_
DRAIN, PLACE THE BOTTOM ROW OF THE BLOCK A AIN T G S
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER COMPACTED FILL ~?CTED FILL
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 W000 STUDS THROUGH BLOCK OPENINGS. WIRE SCREEN
2, CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT BACKFILL MIN 8" WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL THICK LAYER OF GRAVEL
FILTER FABRIC BLOCK OPENING TO HOLD GRAVEL IN PLACE. DEWATERING 3RIC
3. USE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2;1 SLOPE OR FLATTER AND 16 SMOOTH ITT AN V N RA T 7 WA H 1 MIN, q STEEL POST 0 E E G DE. DO ~5 S ED f- 14 Y~ Y 1 a~~ C EL POST
STONE IS RECOMMENDED 2 MAX. • ~ ;
I I I_I I ~ ` i,Y 1 F ~ ~ l l ~ i i4 I .T". ~ `mil
111 I ~ l n i -ems I ( ~ f~l I ~ - - _ I ~ ~ f~~- - i _ I
i SEDIMENT I_ ~ '
- I ~ . ' i ' - ~
- , _ I _
BL , _ - N OCK A D GRAVEL D PI RO NLET PROTECTION 8
V-TRENCH C03 ; - -
NOT TO SCALE - ~ I:--
I - - - -
E
5' 5'
~a BARS "v" " EXTENSION OF FABRIC AND WIRE EQUALLY SPACED 6 ~8 BARS "W EQUALLY SPACED co 0o INTO THE TRENCH
3" " 0 0 S 1/2 0 0
5' STEEL POST R " R - FILTER FABRIC :EL POST
3 PLAN - - - CURB AND GUTTER ~ ~ f-~~~~' ~ ; '
" "~4 BARS F - ~ - ~ - WITH CATCH BASIN ON STEEP GRADES ~ = U EQUALLY I ~
SPACED ~ ' ~ - ~ ~ r
_ ,1 WIRE WIRE
6" 8" 6" I~~~ ' _ ~ , I' _ ,L _
S ; i - - USE ON FLAT GRADES 2°a ~ UNDER _
- i - ! I---
_ , - - ' _ all I~
, 3 DEPRESSED 3 4~ ~ ~ i~~l
4 AR "V" GUTTER LINE #BS „
~8 BARS "W
4 BARS „U" 11 2" ELEVATION
NORMAL CURB & GUTTER ON LIGHT GRADES
SECTION-RR ~ NORMAL GUTTER LINE " " " 3 DETAIL TEMPORARY SILT FENCE 6 s 6 NCE
USE ON GRADES 2% & OVER C03
NOT TO SCALE ~4"BARS
U 3
3„ EQUALLY SPACE ip DEPRESSED
MAX GUTTER LINE 12' 6'
i „i ~ 11/2
F 6 ELEVATION SECTION-SS «oa~ acre a anr~ ~ san ~s
,.e, TRASH RACK
w
u s-o -s - - s-s - - - - - - - - - - - - s' r-o" Y-Y e' osss osas ae,e rise o.ua - o;oss o.oa +a• ~-io' o,ssa o.esa oeor MGv[ ox~ - o~oss oAu
t~' r-e' o.iss e,rn t.aw rw; "t oxie - o.aee aa~ so' r-s' ,'-e' ~'-o' ~ r-Y s r-r s r-r sa a,ss ass, o,aso ,au s.n, ao» ooa: o.,n sa' s-,r r-e• rua- s• ~'-o' , r-,r s r-r s r-a" u a,a, o,xe +.,a+ ,,a7s a oleo oan a.,ss a,m
+Y e'-a' ~'-e• .e,s ,1-n' s'-r . r-e' s Y-n' s s'-,r ss a„s os,a ss ,,~s ~ asa, oaa o.,eo oza yi' s'-o' Y-s' e' Y e'-+ia s=6' s'-i i s;_ao' s Y-ii• a i'-ii• i~ aim o~ i;r~ iii os~i oaa a»~i aio 48" CMP RISER, TOP = 1008,5'
2" DRAW DOWN ORIFICE = 1007'
TOP BERM = 1010'
4 DETAIL STANDARD CONCRETE AT H B IN C C AS TEMPORARY POOL ELEV,= 1008,5' EMERGENCY SPILLWAY = 1009'
PERMANENT POOL ELEV,=1007'
co3 NOT TO SCALE
12" BOTTOM ?s b ELEV, VARIES =
BACK OF CURB M - FOREBAY MICROPOOL BOTTOM I-
x 2" ELEV, = 1004'
_T~ g~ : g 6" " M ~I I
j 3
E .i Y A Y EXTEND CMP 3' INTO GROUND
M M B AND FILL WITH CONCRETE FOR
F A 6" B H'+6" C ANTI-FLOATATION DEVICE _ P R ANTI SEE COLLA S CARRY RIP RAP UP SIDES OF SPILL WAYS
6 6 6 .4 D
x 30" CORRUGATEp METAL PIPE
` g" E g" 25' (SEE PLAN FOR LENGTH AND SLOPE)
PIAN END ELEVATION 1' FREE BOARD
J. 6 CROSS SECTION ~1 RIP RAP
WHERE 30" TO 36" PIPE IS USED " H1+ " H1 " 1 6 G ;;r g 8 6 SECTION JJ
` ~ '
6" D BASIN AREA
6 :A::; " " 6 B 6 3' MIN ~5 WASHED STONE SQUARE FEET
VIEW WHEN 8 X 6 A 6"
~ ~ CURB IS USED IN PLACED 6 ~ H ' OF HOOD ~ BANK/TOP OF BERM 19,418 - It~l~lt~l~lt~l
SIDE ELEVATION H1 " , " T J 6 J 6 D NOTES: 6 SECTION MM F A 22' MIN, ®TEMPORARY POOL 17,402
CLASS "B" CONCRETE TO BE THROUGHOUT, ® PERMANENT POOL 15,483
OEWEY BROS. CH-BN-2000 ' " " ' ~ ALL CATCH BASIN OVER 3'-6" IN DEPTH TO BE PRONDED EMERGENCY SPILLWAY ®POND BOTTOM 2,231
OR APPROVED EQUAL -r SECTION XX ACCORDANCE WRH STD, NO. 1,02
g" SECTION-YY OPTIONAL CONSTRUCTION-MONOLITHIC POUR, 2" KEYWAY PLAN OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS.
FORM ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB 2 STORMWATER WETLAND DETAIL
5 DETAIL STANDARD CONCRETE A T B I FOR 8' IN HEIGHT OR LESS USE 6' LESS USE 6" WALLS AND BOTTOM SLABS C CH AS N
OVER 8' AND UP 10 16' IN HEIGHT USE 8~ WALLS AND co3 NOT TO SCALE
C03 NOT TO SCALE BOTTOM SLAB. QUANTITIES TO BE ADJUSTED ACCORDINGLY
PREPARED IN THE OFFICE OF: C CLIENT: U PROJECT:
PCA 03-26-01 DEVELOPMENT, INC. HORIZONTAL SCALE:
AS SHOWN
Kimley=Horn HICKORY, N.C. VERTICAL SCALE: PCA DEVELOPMENT
REV. No.: REVISION, DATE: DRAWN BY. CHECKED BY. and Associates, Inc. TITLE: DRAWN BY: LWB STORMWATER WETLAND
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 DETAILS LWB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: CHECKED BY; 011973000
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE: [phone] FAX: [phone] C03 IOF SEAL: H,BRITT