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SHEET WHERE DETAIL IS PRESENTED
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STANDARD ®ETAIL LABEL AND CALLOUT
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® SHEET SET REN~ON NUMBER
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1 AY TTEVILLE LINA 2830 95 1

DATE 1 RE~SION DESCRIPTION
DATE NU. REVISION
SITE LOCATION MAP
NOT TO SCA E
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rn 0 0 CONS 110'N NOTES "
N r h~. C s uc~ To DE a A ANCE aTY ~ A~~~~ ~ ~oo~
a l t FAYETILLE ST~ND~RDS AND ~EFICAII(S~ pENR•UUAiERQUAIf('(
~ ~ 3 v UY~TLANDS AND STORf~9Ut',4TER DRANC~9

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~ 0 r TY NOTE. ~®®~®®~~~~@~ 098@@gAB~®®®~® T
~ ,
is SAFE ' . o THE CONTRACTOR IS SOLELY R ~ ~ I ~ ~ ~ ~ ~ ~ , ~ . ;l~ ~ ~ ~ ~ ~ ~ I LY
m ~ t ~ ~ ~ CONTRACT AND FOR ~ ~ i , , t f ~ ~ 1 , ~ f ASSOaATED WITH THE WORK UNDER THIS ,y ~ . , ~ , J ~
COMPIJANCE NTH ALL FEDERAL STATE AND LOCAL HEALTH AND A ~n~~~ ~~~n
® WEO Ii`!' 1 1
m SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING
BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE 14 N. Boylan Ave. ph: 91 ph 919-828-0577 -Js j~
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). Raleigh, N.C. 27603 www.rsgengineers.com fax: 91, fax: [phone] k1LE NAME_
3 0 WI-DO559

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I I 1 , , I , , , ~ ~1~~
G ' t OUTSIDE OR PROPERTY DOUND Y) I I QM
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f.THIS SURVEY 1S NOT 1NIENDEO TO REPRESENT A I I ~ ~ BOUNDARY SURVEY. PROPERTY LINES SHOWN ARE `,I
s APPROXIMATE ANO ARE FOR REFERENCE PURPOSES I ( 1 I I I I I ~ a~
OPrLY. OUTSIDE OF ,PROP~TY BOUNDARY ,=a ~ , I I ~ ~ 'O/M 2.ELEVAnONS BASED ON NAVO 88. THE BENCHMARK ~ - °It I I TOP GAPY 0 DE F S LIMITS I - I +
~ F Sr FOR THE Sf>E rS NG5 " K dt ELEVATION-(07.46 I ` ! ! 0 3.SrlE COORDINATES ARE BASED ON NC 6R/D NAD ~ I ~ DTAIED _ 0 . CU.._. LD__.. N~Y GIS.. _ . i APPROXIA LCA~IW OF 1
~ WERE ESTABLfSHED USING CPS W11H ( --I ~ ~ 8,T(NGTiS 2007) ANO _ a. _ I_ _ ~ EXISTING ASPHALT EEI L
~ ED BY NCGS. It ' VRS CORRECnONS PROt9D I ~ I 4.EXLYUDING SEN~'R AND STORM, NO UNDERGROUND ~ , 1 (SEE REFEREN E Z) 1 _ c I i _ 1 I... MOTES 1 AN R EN ~ I ~ U
uncrTY cocAnoNS WERE FRONDED. I ! .
~ NEAnON PROVIDED BY CAROLINA ~ ~ • I _ . _I-~ I 5,WEnAND OEU I I ECOSYSTEMS, rNC. s~ \ I ~ ~ I ( \ I _ ~ _ ~ ,
I ~ I (3 4 ~ 6 ) }t 6 ~ 7 1 ~ t _ 9 1 f I I _ I ! _ o
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BC BACK OF CURB ~ ~ I ~V` L.. , FLAQ NORTHING EASTPNG ( ; - r,
~ stGN ~ I ~ D~sloNarioN i ~ ~ REPLACE CURB OOD ~ , ~ ' , I, f 1 ~ 1 I I f ~y I ~ I f C~, ] ~ I ~ S 111 ~i' ~ Iii
-QlIU- OVERHEAD UALr11ES ~ ' wa-100 4710.8 2032911.1 I / ; / I ~ - } i AND GRATE NTH FLUSH ~ ` -
wa-101 471169.4 2032912.7 o v GAS VALVE/TEST STATION ~ ~ I ' , ' i ~ % , I " , .SEWER MA1 I I ~ I~l ; I~~~~, '1 SEWER ~ANHOCE ~ ~ I ~ i i ~ ~
-1 9.3 2032901.6 cM TER ``FRAME AND G A ~ i ~ % i ~ ~ R1M=116.0,; wa 02 47124 a GAS ME ~ I ~ .I ~ I _ wa-103 471307.1 2032893.0 ® ELECTRIC TRANSFORMER ~ ~ ` , ~ "'s ~ ~1~fV =96.
~ ~ wa-104 471275.8 2032912.9 ~ I . ° ~ CURB INLE1~ ~ ~ ~ cw GUY WIRE - I W ' ~ ~ i i I d 1 I M I ~
I ~ , ~ wa 105 471262.2 2032952.4 LIGHT POLE GV ~ ' J ~ P I 1 I 1 I ~ d
~ ~ wa-106 471240.5 2032993.7 - ~ - - -L~~- - - - - - - - - - - -r - - ' 0 - - - ~ - r _ - L -_„tL - - - - - - - - - .r1 J I f t J I °z y~~ ai N
wa-107 471226.9 2033035.5 ~ UTILITY POLE ~ ' f B _ ~ _ sQ SEWER MANHOLE ~ = ~ _ _ - ~ / ~ i ll J I 1~ I I roV
wa-10$ 479237.7 2033069.8 a ~ n 107,51 _ ® YARD INLET ~ 10 • - _ ~ _ ~ ~ , e-~,' ~ ~ mmss v
wa-109 471277.4 2033103.3 _ . ~ _ ~ wa-110 471297.7 2033131.8 ® CURB INLET ~
wa-111 471268.0 2033170.2 ~ - - - - r `fir -
® WATER METER ~ - .r~_~~ ~ ~a.=~ . wa-111a 471277.8 2033219.0 • ' - - _ . - - _ . METAL r ~ o - '7RA'IVSFE _ - _ -
GATE . wa-112 471276.3 2033250.0 o WATER VALVE ' - R5 FH I ~ 107.60 ~ I .,.......•:~`~!?~;..:.~:.:.;1:•• ~ - _ ~ ~ ~
wa-113 471271.4 2033271.1 FIRE HYDRANT I . • - . , n ~ • F ~ 106,10 ~ , ~ ~ . • h • • , b +108,16 ' , Rs } CdN.~, =RETAlN1l~C`~ STATION ~ ~ ~ F 1 P ~ I - I - - ~ WAZ , rs ~ I- -
wa-114 471254.7 2033296.3 I ~ •1••.••°.~: A ! ::~.::.:::;i:;.~::~:~~:~'''>''~i'~~~:`'~~'~~::~i~•:• ~ CONC. SC ALE. , z ::1•:.:;. . v~ TREELINE ~ • • ~ a-11 6 2033313.3 I \ .4 • ~ C.A ' e . ' .1.,::••. w 5 471253. ~;~;r?:;;:~:~•,• J - I_ : I I I . s
1R E " ~ ' -11 5 2033356.3 E ~ ' ` ' . . wa fi 471233. ~ • , ll
wa-117 471225.5 2033373.9 +tOQ.O SPOT ELEVATION ~ ~ ~::~::~~:>:••'~~~;i:;~~~~~~~~:~::~ . ~ URB INLET ~ ~a:::~::1;.~:::r~1,~••.•,.;..•. i`~ ' / < Q' .ie; t i 'ii i \ , 1 ';I't , ` • .t^ sal I ~ ~'--a I 1.: ~f ~ I YVI C 61. 4.~. Y. •d~•1 ~K' 1 ~ ~•e 6 . ''L 1 L iJ ~ IU r
wa-118 471183.8 2033366.4 ~ • -100- INDEX CONTOUR I _ _ . _ AVEL~~'~ _ - . HOOD=1 ~ , 0$.00 • GR • < _ n . . s O 1 .t•~ 0~ie 1 p4 < ' i .M•``' D! lJl Y lJ f JJ
wa-119 471158.9 2033383.1 _ A,; - '~•r.~~"~, . , ® INTERMEDIATE CONTOUR I , I 1NV X19-~~~ ~ ~ L . . ~ , h ONE' < ~ x , 1 1 h I f4' i11~~• I y •i x1' ~1•' ~ ~ ` , ~11 X10 ` A f~ /+(j P!/'~ I I 1. 1 ~wM [',GONG I '
N ~ , , wa 120 471144.7 2033412.6 S RVEY CONTROL I ~ .N - ~ " ~ wb-101 471273.4 2033307.7 ® ~ - - '••r••:••:••:••. ;:•;1005.•:•;;• 4. • . ~ j~ L TAL ~ .1 /~•il.' .4n1(.. •?~!.4 1'y r.:,n~'~ 00•:1,. <I ••y 4 ~•A .I i , / ~ ~ I~1 I -J 05:x;:: r o ~ ^^^1111. ,.!"8.1'1.4 a ' 4.4s`•t~tis. .•'.i,. .<,..i<. ! , ~ 4 E ;,~LIGM ' Sb4NE/D/~~1'. ~h. ;3..' ~ti~1".L ivb.2~~•. • . 1 ~ ~`I~ ~ t\ +102,3
~ - 06,211 203 98.2 E ~ 41,. ~:i~::~:•::•::•::~:: R FERENCE LOT NUMBER I ~ I ~ ~ wb-102 471300.3 32 (1.. - _ f; t, c • :•.t''•'': I 1 4' el•,7 ..1."t....~ 1 .M ~1. x~` ~.4 ~ ti .1 1. <1 i•i 'i ~ 6 :<`y.,.•t ~ NAIL ppppii -
a. ~ '7NV. OUT-1027 ~ .a wb-103 471326.1 2033283.4 I ,4 ~ I ~ ~ r • Y ~ ~ I 1 ~ ~1. M.`'-' i ~ ~ 1 ~ ~ ~ N-471390, 66 ~~~~a
wb-104 471373.5 2033293.6 I ~ , ,,i I I - } ~ ~~s~s~~~~~~5~''~ W + ~ s ra ~ ~ e. 1 ~ ~ E=2033494.67 ( ~
wb-105 471390.1 2033312.9 t, \ c Q q~R t:; •,.r. :a:.:pl~ ~r~•r~l~ ~..hsl I ~ ~ ELEV=lDI.s3 \ ~
wb-106 471392.1 2033307.5 ~ r-1~5''"- METAL ` • , v' _ q~JT ` .+i n.. . . . wb-107 471322.5 2033307.9 • • • SH ` :1~f~`-='~~~$9:~::.;:~~::::;:;:; ~ DROP INLET HALT ~.B a' ~':<I f o
~ I , D ! ,I ~:~Ii~Yf•r 03 348.6 . . wb-108 47132 c -1` 1.1 2 3 . . O . i~ Y/ r.~!A £ -I-9,52 q~,p ~ TOP=99.79 CU 8lNG '~;A,.•~ 1 I
. , wb 109 471306.4 ~ • 'J ~~m~ - 2033312 4 I lNU. OUT=CLOGG D r ~ I ~b ' x-99,3 ~ I
f ' I X ~ i wb 110 471272.6 2033317.0 ( (Zr Z~~ ~3 ) ,(~3•~ ~ 99,4 Z~J ~ (2b~ j ~j ~ ~ ~ _ _
~ . ! yF' ~ , . : 1 ~ 1 Q ~ a I ~ APPRTSX. EDGE \ I _il _ ~ f \ J, i • ( w / - ~ ~ -{-99.80 ~ ASPHAL ~ - _ . . _
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~,1 ~ llt \ INV. OUT=NOT VISIBLE I _ _ - ~ I ~ ~ ~ I ~
x ~ ~ ~ r' I ~ ~ ~ I C +103,19 ! o ( I I
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I ~ ~ REM01~ EXIST~d FENCE FROM I _ , ~ i ~ ! I ~ ~ I ~ ~ ~ t ~ ! I \ i t MITS OF DElIP~E`ATED ~ ~ %~/1,'-~, ~ t° ~ ~ I ~ TLAiVDS~ rr' ~ I ~ I o W ~
- HERE TO SOUTH DRII~EWAY , I , I ! I ? I ~ I ~ ~ ~ ~~,1 ' 1';~ ~ wb-108 I ~®i'' 1 1 f ~ s1" ~ -
CURB INLET I I I ~ I ~ ~ I /
HOOD=10212 ' I~ PDLE I I I I~ ! t l I 1 ~ ~ I ~ ll.J
INV. OUT=96.6 ` SUPPORT +i 117 ~ , ` P ~ I ~ i ! l ~ DITCH( YPICA) ~ 1 ~ t; ~ 1 1,, ~ I e r 1 ~ ~
x ,,GW ONLY ~ , . \ \ , I . . ~ v~- ; (2 _,I (30 `~l (3~1 ' ? (32 I 3.~
2$ ~J J , J ~ 1 1 ~ ; ) I GPI • d~ ~ I ~37~ ~ ~ ~ wb 107- ( _ _ I
~ ~ REM01~ EXISTING FENCE i - l I I { ~ 1 ~ ~ w~-103 ~ / 1 ~ ~ _ I Cwt
( ~ Gw I I ~ I ~ I FRS HERE 0 ,UNIT OF ~ ~ o I ~ I ~ I t I ~ I ~ w'b I
Il , _ ; r ~ I ~ I ~1Q9. ~ 1 ~ ~ _
DISTURBANC LEGEND ~ . - , ~_____-~__1-_ =--1--- -1~-____ __L__ , - - - ' ~ t - •}-96,26 I _ r ---'r- - - - ~--.-•.i_...___='til--~,----------~1~ - I ~
~ TU BANCE ARROW INDICATES DISTURBED SIDE LIMIT OF DIS R ( ) „ +100,39 , I ~
~ DRrv~x sT, ~CLO,sE~) ~ ~ ~ t ~1,,.. o
j I INV IN=9I ~9.. wb-1k~ - ~ ~ ~ . I 154
x x x x x x x x x - - wb-101 ~ _ ~ w
GERERAL NOTES E _ _ _ _ _ _ _ _ _ 8 CHAIN LINK FENCE _ - _ - - - - _ _ _ - - - - - - - I
T 100 ~A FLOOD, PLAfN T 1. ALL EXISTING STRUCTURES WITHIN. THE LIMITS OF DISTURBANCE/DEMOLI110N BOUNDARY, Y~TH THE I ~ I ~ ~ ~ ~ ~ _ ~ _ g5 ~ q~ •
' LOCATION TAKEN FR M FEMA ~'ANEL 372 043700) I,, ~ EXCEPTION OF MOSTUNDER(~iOUND UTILITIES, WILL ~ DEMOLISHED - _ _ r , ~ /
I- EFFECTIVE""DATE JAN. 5, 2007 2. REFER TO ~iA4NNG S2 Fa2 COMPLETE PROPERTY BOUNDARY• i , ~ ! NOTE.• THIS FLOO~} PLAIN,' LINE 1S BASED ON;' I~ k ~ ~ ~ `a d d a-112 ~a-11)3 ~a-115 wa-11~6~ ~ \ wa-114 w~,-17 I I
i ~ 'M ~ C S SECTIONS TAKEN FROM THE FEM~I PA , L ~1 wa-111a ~ \V I 1 f I~ 1 I
- R CT FLOG P IN i I REFERENC S I ~ ~ ND s c E q ~ ,r , ~ I ~ i I ~ r~,~~ ~~~`"'3/ f-!' f I \I I INV. OUT 91.73 f ` 1 1
1. EXISTING SITE CONalIONS OBTAINED FROM SUR1~Y DRAIMNG ENTITLED, WETLAND FLAG LOCATION AND I ' ! ~ I i 1 ~ i i WETLANDS FLAG I I ~ i I „a
~ I TED 8Y SURVEYING ( I I ~ /r~~ T(~0(~APHIC SURVEY OF THE CITY ~ FAYETTEVILLE RECYCLING PROPERLY, CREA ~ I ~ I ~ ~ ~ , LOCATION AND ~ I ~ I ~
-{-99,52 ~ ,t,, , SOLU110NS, P:C., RALEIGH, NC, ON JANUARY 19, 2009. I ~ ~ I ~ I I , ` ~r / / I ~ESIGNAT(ON(TY~CAL) I I I
2, TOPOGRAPHY AND EXISTING FEATURES SHOWN NORTH OF THE SURVEY BOUNDARY CREATED BY I W 4 I ~ I I,' ' wa-1 •,I, { wa-1~1 _ wa-118 1 I
RVEYI G NS P.C. WAS OBTAINED FRf~O THE CUMBERLAND COUNTY (~S DEPARTMENT. ~ ~ ;~Y I j SU N SOLUIID I ~ I~ ! -f-101,50,~ / ( I ( ~
I a I ~ I I ,q5 ~ ~ I ~V, - I I . , 5 I I I I \ I 1
, . , I I wa-109 E~ ~ , I RJ v^
~ ~ h ~ I I y~ I I I f wa~119 ( I f I 1 ~ _ _ wa-~20
UC110N NOTE: I u, I _ ~-~fr1o~ I , r I ~ I I
C UCTION TO BE IN ACGORDAN~ NTH AL~I CITY OF i r ~ I ~ I ~ cr~i~s o All ONSTR , , I , ~ ' I "it,AN JMlTS Of' D d hfEA lED I ~ ~ ~ I 1 I® it,~43 I I 1 I ~
~ ti . I . I DARDS AND SPECIFICATIONS. ~ ! FAYETTEI~LLE STAN ~ , I ! 1 5S~
I ~ I I ' I ~ I . ,
~ I , I ~ ! i I j j I I v~
~ ~ ~ a \ ~ ~ I I ~ . I I I a SAFETY NOTE. I ~ ~ w I i I' ~ t I I I i j ~
$ SIBLE FOR SITE SAFETY IS SOLELY RESPON ~ ~ THE CONTRACTOR ~ I t j j j ( I
I `'~a ro ~ ~ ~ I ASSOCIATED WITH THE WORK UNDER THIS CONTRACT AND FOR g ~ . _ - _ i I 1 I ~ ~ -
I ~ ~ F~ I I I I I I
COMPLIANCE WITH ALL FEDERAL STATE AND LOCAL HEALTH AND I _ ~ . ` I _ _ . . --I I I s wa x,103 - _ ~ I ~ _ ~ , I. I I J
SAFETY LAWS CODES REGULAI~ONS AND ORDINANCES INCLUDING ~ a_1o7 I I ~ w -10 ~ wa-~ - I w I \ ~ ~ I wa 106 I I I i I I I I I I I I I I z
~ BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE ~ r I I I
~ ~ ~ I I \ i OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA . I \ a I \ I ~ ` I ~ ` ~ ~ I I (45~ I (46~ I (47~ I ° ~j I ~4~ I 1 \1~ I ( ~~'~f~. ~ DESVGNED BY: DRAWN BY:
~ ! (39 I 40 41 42 I 431 ~ 38) ~ rd, 1 ~ ~ ~ 1 ~~,J s I a I I ~ I ~ I I
N !
~ wa 102 ! LIMIT OF DISTURBANCE OUTION I C Y: PROJECT NO.:
_ 'v I ~ i f d I f I I I ~ ~ ~ Q(7R ~ 2Q0g FAYEI?E 08.11
AREA SEE N AL NO S 1 I ~ I~ I I I I I I d I i~ DENR•wATER SCALE: DATE:
I I I _i IN,FTidtdne4.~,,,...__.QUALITY
AS SHOWN MAR 2009
I -100 AR FLOOD PLAO N LOCATION TAKEN ,FROM FEMA PANEL 720043700, I ! I / 0 30' 60° 94, FILE NAME
EFFECT VE DATE JAN. 5 2 07 I 1 / WI-D0560
I NOTE: THIS FL OD PLAIN LINE IS TkACED FROM N I I V / / / SHEET NO. DRAWING NO.
IN4 UT FUm t5luuliNju uh kjUNZ:i IRUuTION THE FEMA FIRM I AND DOES NOT REPRESENT THE
'o I I A I ACTUAL FLOOD IPLAIN ELEVATIONS III! THE AREA) I a ~ I I

_Cf- i
t
. \ \ t 6 9~OM CULVERT SCH UlE ~ ~ " e ,
NT PROPERITES ~ ADJACE 17 N0. ~ LENGTH INV. IN INV. OUT SLOPE ` I ~ w N0. SIZE REMARKS ~ ~
MAP LD, PIN STREET BUILDING OWNER ,r / / ~ PIPES f~)
_ _ U.S. INDUSTRIES, INC. 1 0437 31 1811 WINSLOW NO EXISTING ATER LINE ` A\ ~'e, C-1 1 18' RCP {CLASS V) 140 98.9 97.9 1.0 INLET IN DI-1 ~ ~ z~ a ~
\ p r F ~ ~ ~ ~N ~j C-2 2 16° RCP (CUSS V) 40 97.8 97.4 1.O INLET IN ~-2 ~ ~ ~
2 0437-31-2852 PINE NO M.W. MANUFACTURERS, INC. SEE REFERENCE 4 ~
_ M.W. MANUFACTURERS, INC. 3 0437 31-4715 PINE NO 1 ~ ~ G-3 1 30° RCP (CLASS III 185 97.3 95.5 0.97 INLET IN ~-3
- - NO M.W. MANUFACTURERS, INC. 4 0431 31 4763 PINE ~ Y~\ T
/ ' 41-39-5701 PINE NO M.W MANUFACTURERS, INC ? , 5 0 3 1 ~ gg~ ~~j
g~ z ~pg~Rry~ ~
M.W. MANUFACTURER INC. / { ,f 6 0437-31-5659 PINE NO ~ k , 1 / ~ a Q ~q,9y ~ O
~ 7 0437-31-5698 PINE NO M.W. MANUFACTURERS, INC. ~ x ~ W
~ . 8 0437-31-6626 ENE NO M.W. MANUFACTURERS, INC ~ \ \ " 'l~ G-"~~
k ~ _ _ RER INC. ~
9 0437 31 6896 PINE YES M.W. MANUFACTU S, 'o, STOP B FOR 3s° ~ ~ A~'
10 0431-30-4912 KIT NO BUNCE, JOHN, JUDITH & D1 SOU ~'jS c t c n l~ ~ Nc o ~
OUTGOING AFFlC ~Y RE 11 0437-30-1980 KORT NO BUNG, JOHN, JUDITH & k~ ~ P D PARKING 3 REGULA
qc~ \ 12 0437-20-9991 tMNSLOW NO BUNCE, JOHN, JUDITH ~ r - . 1 DIED ~ ~ ® E
S ~ ~ .
SLOW NO FAULK, ROBERT S. ~ >MFE 13 0437-20-7837 tMN , , ITING INBOUND \ 1 \ ~ ~ S ~Y / ;u1
14 0437-21-5131 N9NSLOW NO N.C. DEPT. Of TRANSPORTATION ; 1 SCA \
' ~ ~ ~ rv 15 0437-21-6404 WIN~.OW YES N.C. DEPT. 4F TRANSPORTATION ~ ; ~
PROPO OU OUND ~ aot.~; \ y~ M ~ ~ b ~
- - W YES PATiERSON RECD STORAGE ~ . ~ , _ ~ \ ~ 1s 0437 216555 WIN~.D I , ~ ~ L. ~ . _ ~ SCALES. ~ Y ~ O z ~~Q>N
- - INC. i \ ~ _ - \ ® 17 0431 21 9815 4NN~.OW YES HUf~ARD PIPE & SUPPLY, / ~ } , f. , y_ ; ; _
,~~,r. PROPOSED SCAtE~_1fi ~ ~ . _ _ ~ REFS ENCE: PROPERTY OWNER INFORMATION {S FRS PARCEL / tPrs ~ / z
Y IS11NG NORTH ENTRANCE DATA PROVIDED BY CUMBERLAND COUNTY GIS DEPARTMENT. ' ~ - ~ ~ ~ R~(,Q~E:. D-~IND~.GRATE ° r
CUT APP ~ ~ ~ _ . CURB ~ 'n. ~ ' FLUSi~ .~~D GRATE ,~Z
p / r . ~ ` 'T.. / / AVM A ESS y~ % '~E P li
/ r r v~ /
SAFETY NOTE. 6 GRASSED BERM ~ ~ f ~ ~ . m. / ~ ~ , - .
~ THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ~ ~
4 i ~ ~ ~ ~ ~ ~ i r.,
.ASSOCIATED NTH THE WORK UNDER THIS CONTRACT AND FOR rye ~ ~ ~ ~ z \ . ~ M NMIT OF°®
ND •l_ ~ ~ ~ ~ ~ . ~ STING ELECTRIC TR RME~ COMPLIANCE IMTH ALL FEDERAL STATE AND LOCAL HEALTH A ~ ~ , , : , fRA1V~OR~1E~ . ~ ~ ~ ~ ~:R A ,
SAFETY LAWS CODES REGULATIONS AND ORDINANCES INCLUDING x ~ ~ ~ ~ A d
, r w ~A CURRENTLY MANDATED BY THE ~ ~ - . BUT NOT LIMITED TO THOSE / ~
~ ~ ~ `EXISTINGG AS METER ~AS METER ~ ~ , ~ /
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA . ~ ~ ~ , ~ - ~ . ~ , ~ , y, ~ _ ~ ~ ~'~~E REL ATED EL~CATEDj i"~ ® EXISTING CITY OF FAYETTEi~LLE TRANSFER STA110N
~ ~ ~ ~ ~ ~ ` ~ / ~T4 DE REMOVED AREA TO DE GRADED TO DRAIN ~
NG EWER UNE ~ ~ ~ - . EXiSTI ~ ~ , ~ '~ut~ - , TER ~ ~ r. ~ ~ , ~ ~ , G WA G CATER METER ~ ` ~ ~ ' ' ~ ` t ~ ~ ~
SEE REFERENCE 4 ~ / ~ ~ ~ ~ j~ .G~ . ~ WNEN NEB TRANSFER STATION IS IN OP~ATION~} r '
'7,~ B ~ ;k~ ~ ~ ~ t" ~ ~ ~ . ~ 'ia ~ /
/ ` is . ,~i~t°., r, t~ r EXISTI S~~ NHOLE ~'~li"~ i r'~" r~~ ~ ~
EXISTING CHAINUNK FEN
~ ~ ~ ~ ~ ; ~ ; ~ ' EXIT a~ ~lp~. ; EXIS11 CATER ~Af~ ; ~ . ; , ~ ; ~ ; i / ~ LE(~ND ~ r~~~~
TO BE REMOVED WHERE ~ ~ ~ ~ ~ ~ - ~ ~ ~°-J,---.~_ 1 ~ / t ~ ISE UD 104.0) r / , EXISTING 5' CONT~IR =SEE REFERENCE i)
ll ~ ~ ~ NS 7 i 4 , NECESSARY ~ ~ . • \ , =`n^ s '~i ~ i ,r t ,
I / . ~ ~ S ~ . ~ ~i ~ STING P INLET' ~ . ; ~ _ EXISTING 1 CONT~IR
PROPOSED SEAR UNE / - . ~ -~e ` ~ ~ ~ ~ ~ ~ ~ ~ TO PITIED ~ , , ~ ` ~ '
i CONNECT TO EXISTING , ~ ~ ~ ~ . ~ ; ~ ~ X02 ~ / / ~ ~ - ~ / APPROXIMATE PROPERTY LINE (SEE REFERENCE 3) y V
s / ~ /
_ ECZ~ ~ OP~ ~ " r J i / APPROXIMATE ADJOINER ~ ~ , ~ :fly; Di-
PR~OSED SOUTH ENTRANCE - ,oo . ~ ~ ~ . t~ , f " ~ 150 PRIX'OSED 10' CONTOUR ` ~
~ l ~ ~ ` ,
BO CURBCUT APPROXIMATE. , ~ r ~ ~ ; , ~ ~ ~ ~ `s'~ ~ PROPOSED 2' CONTOUR
l 1 or r l ~ ~ i 1 ;U~ ® ® ® ® JL IUACK ~ ®
3 ~ / / ~ ~
1 000 S>I~> SIN GABION WALL , ~ _ ~ ~ BA ~ ~ t'~lT LIMIT OFDISIURBANt~ ~
D3 ~ ~ ~ ~ ~ ~ 1. ~ ~ ~ t R F. EL, -~~10.0 ~ ~ , Sl ~ 1 r
~ 1 e ~ ~ _ ~ ~ ; ' ~ ' ,'(~,t,~ i./ ~ 9 PROPOSED TREELINE ~ ~ ~
s' ~ ^r 1 WET DETENTION ~ . ~ , _ ~ ~ . ~ ~ ~ ~'E- ~~I J ~ ,i/ _ ~ - APPROXIMATE CENTERLINE OF STREAM SEE NOTE 4 ~ ~ ~ -
EC1 ~ ~ ; R5D ~ , ~ I" ~ ~ ; ~ s o~~~~~ : DROP INLETS 1 ~ BASIN RISER ~ \ _ , r , ~
t ~ BE~~:~ a ~O R ~ \ \ ~ ' ~ ~ ' l ~~..3 ~x 100-YEAR FLOODPLAIN (SEE REFERENCE 1) u" ~ ~ ,
1 ~ ~ g6 ~ _ . ~t~~ ~ ~ rJ, '
PROPOSED CHAINUNK FENS ~ ~ , ~ ~ ~ - _ ~ \ I s' ~ r ' ~ 9 ~ ~ ~ QJ p ~ ~ ~ V'~ LIMIT ~ DELINEATED tM:TIANDS Z
? t ~ ~ SS 96 ~ ~ tr \ 1 ~ SEE NOTE 7 10 ~ I ~ ~ P ~'i PR~'OSED GRAVEI SURFACE r ~ ,
~ , ~ I ~n~T ' (AGGREGATE BASE COURSE)
i /n r' ~ l ~ . lc 4 ~ ~ .i1 r t ~ ~ ti µ ~ " ~ ® ~'OSED PAVED AREA ~ ~
~ , t ~ _ _ ~ - ~ f/ ~ Al ~ r (BITUMINOUS CONCRETE
~ ~ , . . g~ ~ ` ~ ~ 0,.. ~ . ~ - ~ ~ ,
~ 10. ~ 1 . ~ ~ , ~ ~ ~ / ~DEWALK ~ / a -
,c- - ~ 1 ~ , > , . ~ . ~ ~ ~6' i - ~ ~ ~ - ~ EXISTING SEWER LINE AND MANHOLE
" '
~ s ~ s, ~ / ~ ~ ~'-.,.,,„mot--~~ i ~ / S
-r,:, - ~ ~ D1 TYPICAL ROAD DETAIL NOTES ~ ~ ~ ~~%~",4 d t ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
< ~ + ~ ~ ' FAYET1E~LlE STANDARDS AND SPEC{FICAliONS.
ANTI FLOTA110N BLOCKS ; ~ _ y ~ 2 PR~'ERTY OWNER: CITY ~ FAYETTEUILLE
14 . ~ D3 ~ LIMIT OF DELINEATED _ ~ 433 HAY STREET / D1 STANDARD CUR FAYETTEI4LLE, N~TI CAROLINA 28301-5537
- - TLA DS m ~ / '`4~
A / i / D GUTTER (910 433-1691
1 SI 2 T DETENTION . _ ~ _ . 1 _J~_ DROP INLET ~r. / DEVELOPER: WASTE INDUSTRIES USA, INC.
~4 DETE / EC2 EC1 FOREBAY ~ x ~ ~~s,; ~ x ~ 3301 BENSON DRIVE'
DI-2 ~ BASIN 2 RALEI(~il, NORTH CAROLINA 21609
g FOREBAY G ION LL , 4 ! ~ 3 ANTI-CEP CO RS D3 (919} 325-4000 I
~ ~ DROP INLET EC1 / ~ EC2
I ~ DI-3 5 ~ ~ G / DESI(~I ENGINEER ~CHARDSON SMITH GARDNER & ASSOCIATES, INC. 14 N. BOYLAN AVENUE
LOW VELOCITY ' . EXISIIG DENSE EC1 CONNECT PROPOSED CE RALEIGH, NORTH CAR~INA
~ OUTLET WEIR , ~ . ~ 100 YEAR FL PLAT TO EXISTING FENCE [phone]
ODLANDS L AVON T EN FRO A PANEL 37200 7 J 3. EIEVAlIOhIS REFERENCE USGS MEAN SEA LEVEL DATUM.
/ ~ / 4. THE NORMAL CENTERLINE OF BLOUNT'S CI~EK IS APPROXIMATELY IOCAIED / LIMIT OF DELINEATED TLANDS BASED ON THE AERIAL PHOTD(~APHY.
~ I ~ E :.CTIVE DATE J. S 20 / FLOODWAY ~ 100 YEAR FLOOD PLAIN
. ~ ~ ~3720043700J O THIS FLOOD PLr~N UNE IS BASED CROSS ~ SEE NOTE 6 ~ LOCATION TAKEN FROM FEMA PAN 1 \ MAXIMUM DISTURBED AREA= 4.7 AC 5. PROPERTY LINES ARE APPROXIMATE ONLY.
a ~ I A PANEL AND IS E 6 N. 5 2007,., SECTIONS TAKEN FROM THE \ I EFFECTI .DATE JA STRUC AL STABILfZATlON= 3.6 AC fi. THERE ARE NO KNDWN EASEMENTS ON THIS PROPERTY. 1. ALL CHA?N LINK FENCE INSTALLED SFfOULD MIMIC EXISTING FENCE ON SITE.
. VEGETAT1~ STABILIZATI = 2.0 AC SPACING BETWEEN POSTS SHALL BE A MAXIMUM ~ 10 FEET.
IN NE IS TRACED OM THE TRUE A D RECT FLOOD PLAT NOTE. I FLOOD PLA o ,i G~ PERMANENT POOL AR = 0.1 AC
N ' ~ FEMA FIR D Q NOT REPRESENT THE ACTUAL M R RENCES
r ` s LEVA110NS IN THE AREA ~ / FLO 1 ~ / 1. EXISTING SiIE CONDIlIONS~DELINEATED WETLANDS OBTAINED FR~iI SURVEY w D T
DRAWING ENTITLED WETLAND FLAG LOCAtiON AND TOPOGRAPHIC SURVEY ~ J
e G~ CONSTRUCTION NOTE: OF THE q1Y OF FAYETIEVILIE RECYl~ING ~(#'ERTY, (SEATED BY ~ ~?R ~
~ 1 \ a ALL CONSTRUCTION TO BE IN ACC DANCE ALL aTY OF suRVE11NG SOLUTIONS, P.C., RALEIGH, NC, DN JANUARY 19, 2009. z
o ~ ~ SIDEWALK AT FAYETTE~ STANDARDS AND ECIFiCATIO S. ~ T(#'OGRAPHY S'IiOWN NORTH AND EAST OF EXISTING TRANSFER STATION ~ oE~R-wAT~RQUa~trr
s ISTiNG BRIDGE WAS OBTAINED FROM CUMBERLAND COUNTY (;IS DEPARTMENT.
N ~ , ® v s , ~ 3. PROPERTY BOUNDARY WAS OBTAINED FROPr1 CUMBERLAND COUNTY GIS DATA DESIGNED BY: DRAWN BY: AND IS APPROJ9MAIT:. TBM WRB
r 4. THE EXISTING WATER AND SEWER LINES SHOV~I OUT~DE OF THE SURVEYED C CKED Y: PROJECT NO.:
~ ~ 4' ® ~ AREA WERE DIGITIZED FROM CUMBERLAND COUNTY GiS DATA. THE LOCATION
t nr n~rcr ~wr~ am ennnn~neeate- ..m n..n.dn n~~ FAYEITEN-11
yr rnLx UlMa AR[ ArrKVAIMAit AINU InUUW OC rILW Vtillrltu.
T , rh""'EVIEW ONLY SCALE: DAIS:
AS SHOWN MAR 2009
N_ 1 0 40' 80' 120' FILE NAME
C Sam
N (L2) NOT R tC ! - WI-DO561 ONT FOrt"I" rB I ffUo% DANLO"j" U"ghm" ~SNEET NO. DRAWING NO.
10 0
U 3 S2

_T i _ _ ~~1 n ~
,$R"~?
SEEDING SCHEDULE ~ A NOTE` N
MATERIAL SEED TYPE APPLICATION RATE
/ ~ LIME - 4,000 LBS/ACRE \ ~ ~ THE CONTRA~~TOR IS SOLELY RESPON5IDLE FOR SITE SAFETY ~
EXISTING TREE DUFFER ~ ~ ASSOCIATED KITH THE WORK UNDER THIS CONTRACT AND FOR ~ ' ~
- 1,000 L8S/ACRE FERTILIZER COMPLIANCE KITH ALL FEDERAL, 5TATE AND LOCAL HEALTH AND
SEED ~ SAFETY LAWS; CODES, REGULATIONS, AND ORDINANCES INCLUDING
TAIL FESCUE 80 LBS .ACRE ~ / UNDEVELOPED
6 PLANTING AREA EXISTING PENSACOLA BAHIAGRASS 50 lBS/ACRE / ' ; ® ~ , \ DUT NOT LIMITED TO THOSE. CURRENTLY MANDATED DY THE
sERICEA LESPEDEZA VEGETATION TO REMAIN ! ' 30 LBS/ACRE OCCUPAl10NAL SAFETY AND HEALTH ADMINISTRAI~ON OSHA), Vie;;
PERMANENT KOBE LESPEDEZA / _ 10 LBS/ACRE ~ x o ~ ~ ~ ~ ~
COMMON BERMUDA / ~ 25 LBS ACRE ~ S AL NURSE CROP / SEA ~ 10 MIN. HIGH, 2 MIN. CALIBER ; x > ~ U ~ ` u ~ ~
UNDEVELOPED IPED ~ I°m'°°9
EAR TYP. OF 5 ~ x ~ DRADFORD P t
SEE SEEDING NOTE 5 ~ O ~ IEMPaiARY SEE SEEDING NOTE 5 ~ ~ ri ` x 1 f ~ G ~ ~
- 4 000-5 000 LBS ACRE ; ~ ~ ~5 ' ~ MULCH ~ ~ / S 6 ~
~'~C Sn ~ BINDER - 150 GALLONS/ACRE NSF ~ ~ ~
j ~+q a„ C~ ~
f- I 0 S: i ~
1, APPUCAl10N RATES AND/OR CHEMICAL ANALYSIS SHALL BE CadFIRMED OR ESTABLISHED BY S CITY 'OF FAYETTE~LIE ~ O
A Sal TEST.
EXISTING NORTH ENTRANCE o ~ PIN No. 0437-31-2400 ~ ~ ~ 2, FROM SEPTEMBER 1 -MARCH 1, USE UNSCARIFlED SERICEA SEED, , ~ ~ , O.B. X3702 PG. 00894 uNOE~LO r«~~
3, USE HULLED BERMUDA SEED FROM APRIL THROUGH OCTOBER AND UNHULLED BERMUDA SEED D CURDCUT APPROX. pots : PLAT BOOK 0009, PG. 0020 ~ o
FROM NOVEMBER THROUGH MARCH. ~ , ~ r / ~ x ALT FENCE LOCATED ON 4, USE SEASONAL NURSE CRAP IN ACCORDANCE VNTH SEEDING DATES AS STATED BELOW:
. ~.y ~ ~ , APRIL 15 -AUGUST 15 10 LBS/ACRE (~RMAN MILLET OR 15 lBS/ACRE LIMITS OF DISTURDAN,~E - \ . ~ ~ ~ a
~ ,.ti, 9or,~ ~ e ~ _ - SUDANGRASS ~~r,~ ~ ~ ,j U ` - _O / ~ CJ ~ ~ Z
~ - S CRE RYE GRAIN ~ r''`" ~ AUGUST 16 APRIL 14 25 LI3 /A ~ ) - ~ s W EQ
EDIMENT 5, FOR TEM ORARY SEEDI G, ~ < \ P N FOLLOW THE GUIDELINES Of 1NE NC EROSION ANDS ' ~ ~ "•-ISTING. PAS. - ~ A ® o m ~
~ \ CONTROL PLANNING AND DESIGN MANUAL A 'ASS READ , n_, F - v ~ - - _ ~ )~AOCESS - ~~IS~NG ..P~~D ~
PLAN11 - . . - _ / ~ - - NG AREA ~ r., ii ~Tfl --DER Via) ~
CONSTRUCTION SEQUENCE NOTES: ' ~ _ ~ ~ -
1, INSTALL ALT FENCE ALONG NORTHERN SOUTHERN AND EASTERN LIMITS OF aS1URBAN(~, I ~~°~C'" = - 2, SELECT EXISTING TREES TO BE SAVED AND MARK tMTH TREE PROlEC110N FENCE. , _ , -
i 3. CONSTRUCT WET DETENTION BASIN AND SEED TEMPORARY VEGETATIVE STABIUZAt10N. •y~, ~ r - o. . `
~W 4, CONSTRUCT GABIa~I RETAINING WALL, ROUgi GRADE SITE, AND INSTALL STORM DRAINAGE WITH A(~ ;~S ~ _ r ~i .
INLET PROTECTION. ~.a.\~ ~ _ ~ I,:: , - /
5. EXTEND EXISTING UTILITIES TO PROPOSED BUILDING, AND INSTALL SEYrER CONNECTION FROM , / ' " - ~ ~ ~ f',. ~ ~ ~ °DN CITY OF~A -dlllE.,
i\, ~ PROPOSED BUILDING. - EXISTING AILIN .FENCE. _ ~ _ ' `~.,r ~ r ti T~ 1~ ,~T ~ _ - -
6, PLACE INITIAL LAYER OF AGt~EGAl1: ON AREAS TO BE aiA~L OR ASPHALT SURFACED. ; ;k„ „ ~~.f 7. CONSTRUCT THE BUILDING AND COMPLETE THE SITE DEVEIa'MENT. ADD 6-FT HIGH GRASSED /ti,. , ~ ~ ~ . . . Q
POND. ~~x~ 8, ESTABLISH PERMANENT VEGETATIVE STABILIZATION, EXCEPT IN NET . , ~ ~ ,
ERM DEHIND FENS ~ ; l , ~ Y , ~ \ ~ ~ D 1 ~ 9, aEAN SEDIMENT FROM WET DETENTION BARN, AND ESTABLI~I VEGETAT10N ACCORDING TO , % ;~"Y' - ?G~ ; l- , , . x~~ - : x~ `
THE PLANT UST. ~ 1 / ~ ~ _ , ~6 , t~ ~ ~~m
10. AFTER S11RFAt~S ARE STABlUZED REMOVE INLET PROTECTION, AND REMOVE ALT FENCE AND : l:' ~ , ~ , y, , ~ ~ , =-1.. \J j ,f , ~ J M
TREE PROTECTION FENCE. ! , ` ~ , ~ x` ~ - / , ~ ~~s ~
LANDSCAPE NOTES: 7 ,,r ~'v~y,; tk , • ,
1. TOTAL LINEAR FEET OF FRaJTAGE ON PUBUG RIGHT OF-WAY - 781 FT (MINUS 1fi0 FT FOR ® a ~ ~ ~E, ~ r ~ ~ / ; ; r ; ~ ' , f ~ ~t^~,"~r pow
f/~ ( ~A. DRIVEWAYS AN 200 FT OF UNDISTURBED TREE BUFFER • . ~ ~ - i :y • ~ • ~ ~ D ~ / r.1y„ ~ ~ .J ~ • ~
~r~~ 1 - 2. TOTAL UARE FOOTAGE OF VEHICULAR USE AREA = 96,472 SF AlL SCREENED FRad f ~ ` ,r, ~ , y , sQ ( ~i , / ~ y ,~f f ~ . ~ ~ 1 ~ ~ ~ ~ ~~9^ ~ I~~ ` ' LEGEND J
PUBLIC RIGHT-OF-WAY . ' ,.,\j"~ry . II 103 ~r'
3. TOTAL NUMBER OF LARt~ SHADE TREE'USED: 8 LARGE SHADE TREES 5 PROPOSED, 3 I 111 v v v ~ v W f 1 ~ ~ , - - ° ~~u - . EXISLING 5' CONTOUR (SEE REFERENCE 1)
EXISTING PLUS 200 FT OF UNDISTURBED TREE BUFFER , ' , . ~ ~ v • , ~ ) ~ ~ir \
- BERM. / / ~ ~f y', ~ ~1~1 / I \ \ \ \ Yn ~ 4, SCREENING FOR WASTE TRANSFER ~'ERAlION: 6 FOOT HIGH GRASSED i : ' , , ~ > v ~ ~ ~~i. _ EXISTING 1' C~VTOUR 12 ~ ' /
5. FOR LANDSCAPE CaV1RACTOR'S RES~ONSIBILIIIES, REFER TO TECHNICAL SPECIFICATIONS. / ~ , ~,~t, x,/~ ~ v ~ v v - ° ray J~ y ~ ~ 1, \ w ' ~ ~ ~
6, TOTAL SQUARE FOOTAGE OF PERMANENT SEEDING -APPROXIMATELY 87,507 SF, S D SO~1TH ENTR fi ~ / . ~ ~ ,T ~ / ~ \ ~ , ~ ~ ~ ~ ' ~ ~ ~ APPROXIMATE PROPERTY LINE SEE REFERENCE i
~ ~ ~ ~ ~ ~ APPROXIMATE ADJaNER
s~IL SPEaFICA~oNS: CURDCUT APPROXIMATE I ' ~ . > > DO H v~y . , ~ ~ : ~ ~o y~ l SURFICIAL 5aL USED IN THE WET DETENTION BASIN fROM ELEV. 95.5 TO ELEV,100.0 MUST ~ ~?~;,j- r ; . , X,;~,' x~~ / ~ ~ ~ ~ fir,
r ~ , ADHERE TO THE FOLLOWING REQUIREMENTS: ~ ~ , , `<<'~" k\, - ' / / ` ~z ~~j ~,r ~ 150 PROPOSED 10' CONTOUR ~ ~ ~
o ;C : ~ 1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR . - , ` CLEAR EXCEPT F0~ ONE 10 TREE ~ ~ ~ y~~~ ~ k
MATERIAL SEATER THAN 2 INl~ES. , ~ ~ ~ f l I l , a 148 PROPOSED 2 CONTOUR ~ ~
S A~ 3 A ~ ~ SAND WITH NQ Ma2E THAN 10% CLAY USDA E RY 75 LE , - , 2. Sal TEXTURE OF THE MIX SHOULD BE LOAMY - / r; ; ~ . ~ y,~, C , ~ ~ t, + r !~4 _ _ _ 141 _ PROPOSE01' CONTOUR ~ ~
` - - ~ / ~ FLOOR ~v . , sal TEXTURAL cIAS~FlCA~oN . ESTADLISH PERMANENT t / / y ~x ~ u ~ ~ . ~ ~ " ~ ; , ~ ~ ~ ' ~ A t~ ~ ~ ~ SETBACK
NIMUM ORGANIC CONTENT OF 5x BY DRY WEIGHT. , , l / - - ; ~ ' ~ xr ' , 3. THE SOIL MIX MUST HAVE A MI .;v ~2~000,S.F• ~ VEGETATION \ . ~ ~a ~ , . • ' , y ~ ~ ii W ~ ~
4, THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUT~DE OF THIS RANGE, IT ~ / I / Y r , ~ ~ _ 's , Y ORMLY ~ ~<<~r~~~~. ~ Cry ~ ~ ~ MAY INCREASED 4MTH LIME OR DECREASED >MTH IRON SULFATE AND SULFUR MIXED UN F ~ - SILT FENCE ~ I®
INTO THE SOIL PRIOR TO USE. ~ ~ ~ ~ R5~, ~ ~ ~ ; ~ e ~ ~u ~as'I `
RE AIIN ~ ' I ' ; i' ~ PROPOSED TREE UNE V.
AI PROCEDURES FOR WET DETENTION BASIN: ` ~ WALL ! ; V ` . ' ' v ~ ~ ~ X; , ; P ~ ; ~ ~
1, IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE . ~ ~ , ~ ~ ~ , , , 1 \ _ Y r. r , ~ I l l ~ ~ - - - APPROXIMATE CENTERLINE OF STREAM (SEE NOTE 6) ~ ,y 'r' ~J, ~ 100 YEAR FLOODPLAIN (SEE REFERENCE 1)
RIM TER a• THE BASIN SHOULD BE WATERED TTMCE WEEKLY IF WILD T. STOPPING ~ ~ " VEGETATED SHELF AND PE E ~r
ESTABLISHED COMMONLY SIX NEEKS . f ~ , e \ ~ j~J _ ^ ~ ~ ' , ~ ' ~ ~ , " NEEDED, UNTIL THE PLANTS BECOME ~ ~ DISTANCE SIGHT TRIANGLE . ~ o , . \ , 2, NO PORTION ~ THE WET DETENTION BASIN SHOULD BE FERI1LIZED AFTER THE FIRST INITIAL ~ \ / , h~ r ,
FERAUZAlION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. , ~ : P 2 ~ I ~ ~ I , r~~ 1 ~ ~ ~ ~ - PROPOSED GRAVEL~AGGREGATE ~ 1- I-
H MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE , ~ ;I ~ ~ ~y " <>,..r f ~ ~i . ' 3. STABLE (~tOUNDCOVER S OUlO BE ~ ~ ( , ; r r 4, ' , ~ ~ ; ~ / _ _ . _ BASE COURSE SURFACE I-
IN. i; F• T DE ~ ~ ~ SEDIMENT LOAD TO THE WET DETENTION BAS I ~ f , f _ v ~ ~ ~ ~ 1 ~ / , ~ 1, ~ ~ ~ ' ~ - PROPOSED PAVED AREA
4. IF THE BARN MUST BE DRAINED PUMPED FOR AN EMERGENCY OR TO PERFORM ' r, \ 9? 9~ k ~ ~ ~ ~ , , I, (BITUMINOUS CONCRETE) ~ . r
, MAINTENANCE, THE TRANSPORT OF SEDIMENT FROM THE BASIN SHOULD BE MINIMIZED. ~ ~ , - W ~ ~ ~ , y ; h / . c f~~~, ~.`t ~ . ~ PLANT GROUP 1
~ . ~.n. ~ ~ ~ ti - Y_ ~ I ~ ~ / ~ ~ ~ , - ~ ,.~~I
i ~y PLANT LIST ~ ~ ~ k ~ < ~ ~ ~ - _ % l /nC'~ d' ~ X14 / ~ C.~ _ _ ~ , / / PLANT GROUP 2
C TANER CONTAINER ~ , ~ ~ v ~ ~ r ~ ~ ~ ~ , ~ ~ ~.y SCIENTIFIC COMMON ON I <; ~ _ r~ , _ I ~ ~ a
QUANTITY I ~ ~ r, ~ ~ _ - . - ~ zs , . NAME NAME SIZE TYPE ; - , \ _ ~ ~e.~.V ~ ~ Wit.,, I ' ~ ~ PERMANENT SEEDING 1. << ~ r / , - ,
(SOUP 1 SHALLOW WATER 1,350 SF ) - - ~ - _ ~ i ,;x _ _ - - ~.y ZONfNG D€STGNATi4N
\ -l1/1 _ _ _
THREE / \ ~ = ~ ~ µ LIMIT OF DELINEATED SCIRPUS 4 CUBIC ~ _ - RET INING ~L ~
SQUARE 110 CONTAINER / I i .x,•~ ' ~ AMERICANUS INCH , - - ,y DS ~ ~ BULRUSH i ~ _ _ ~ ~~"a„ / u
cYPERUS F~Ar 4 CUBIC I ~ t ~ ~ T DETENTION DASIN ~ NOTES
118 CONTAINER ARISTATUS SEDGE INCH ~ / 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI1H AU. CITY OF
~ FOREDAY 100-YR FLOODPLAIN , ~ x ~ ~ ~ ' ~ FAYEITEVILLE STANDARDS AND ~'ECIFICA110NS.
JUNCUS 110 4 CUBIC CONTAINER ' SOFiR1JSH EFFUSUS INCH / ~ ~ FOREDAY 2. PROPERTY OWNER; CITY ~ FAYETTE?ALLE ~
I f , / ~ 433 HAY STREET
GROUP 2 SHALLOW LAND 1,454 SF ~ ~ UNDISTURDED ~ GADION BALL ~ i / FAYEIIEVILLE, N~tTH CAROLINA 28301-5537 ~
4 CUBIC TREE BUFFER ASCLEPIAS SWAMP 120 CONTAINER ~ I " , , [phone]
INCARNATE MILKWEED INCH r EXISTING DENSE 30x30 STUBBED / DEVELOPER: WASTE INDUSTRIES, U.C
c 100 YEAR FL P 4 CUBI ~ DLANDS r LAIN CONTAINER T°~D FILTER CAREX SPP. SEDGES 124 INCH FL r PLAIN LI IT F DELINEATED TLANpS 3301 BENSON ~iIVE
L CATION T EN A PANEL 3720047 / FL00 WAY 1720047
It k WHITE I DICHROMENA 4 CUBIC E CTT ATE JAN. 5, 20 (ANe 20 ~ / RAU:I~I, NORTH CAROLINA 21609 [phone]
CONTAINER i 1OO YEAR FLOOD PLAIN stAR 120 SEE NOTE 6 LATIFOLIA INCH
c~ASS I O :THIS FLO PLAIN LINE IS DAED CRO LOCATION TAI6EN FROM A PAN 3720043700) ~ CRO ~ ~ - DESIGN EN~NEER; RICHARDSON SMITH GA~RDNER ~ ASSOCIATES, iNC. ~
(SOUP 3 PLANTING STRIP ALaVG PUBLIC RIGHT-(~-WAY) ~ ' ~ 4 I DA JRN. 5 2007,. ~ SECTIONS T EN E A PANEL D IS THE ( E CTI~E TE , O AND IS THE ~ 14 N. BDnAN AVENUE
INiMUM 2" - ~ E A C RECT D PLAIN M NOTE. THIS FLOOD PLAIN E I AC F THE L D PLAIN RALEIGH, NORTH CAROLINA
g PYRUS BURLAP ON . ~ • CAILERYANA BRADFORD CALIPER ~ NOT REPRESENT E ACTUAL 5 ~ I A FIRM AND D . ) (919 826-0577 3. EI.EVA110NS REFERENCE USGS MEAN SEA LEVEL DATUM. ~
m n PEAR AND 10 RAT BALL I ~ M BRADFORD ~ / ' ; ~ 4. THE NORMAL BANK AND CENTERLINE OF BLOUNT'S CREEK ARE I r
H~cHT FLOOD PLAT LEVATIONS IN E AREA ~ ~ • ~ U APPROXIMATELY LOCATED BASED ON THE AERIAL PHOTOGRAPHY.
r MINIMUM 2 ~ ~ 5. PROPERTY LINES ARE APPROXIMATE ONLY, ~ APR ? ~ Zp~g
~ TO BE ~ - CALIPER EXISTING ~ , ~ ~ ` SELECTED ON 3 ` 6. 1HERE ARE NO KNOWN EASEMENTS ~ 11115 PROPERLY.
a TREE ~ ~ o AND 10 \ ~ ~ . ATE ~ ~ ;
3 HEIGHT ~ . / REFERENCES
~ PLANT UST MAY BE REUSED BASED ON ADaTIadAl INFORMATION ® ~ ~ 1. EXISTING SITE CONDITION$~DEUNEATED ~TLANDS OBTAINED FROM SURVEY DE5IGNEDBY: DRAWN BY:
THAT BECOMES AVAILABLE. ~ , / ~ ~ ~ ® ~ ~ ® \ ~ DRAN1rNG EN1ITU:D WETLAi~D FLAG LOCATION AND TOPO(~APHIG SURVEY T6M WRB
9 ~ THE CI1Y OF FAYETTENLLE RECYCLING PROPERTY, CREATED BY SURVEYING ~ PROJECT NO,.
- \ O SOLUTIONS, P.C,, RALEIGH, .PLC, ~ JANUARY 19, 2009. FAYETfE08-11
~ 1 1 ~ ; ~ ~ / ~ . ...a... ~ ' . 2 Ta'0(~APHY SHOWN NOR11i OF EXISTING 1RANSFER STATION WAS OBTAINED \ FROM CUMBERLAND COUNTY GIS DEPARTMENT. SCALE; DATE:
I n AS SHOWN MAR 2009
r FitVItW UNL7 ~ - ~ R5
CONSTRUC O 0 401 80, 120' FILE NAME
All. CONSTRUCTION T E IN ACCORDANCE NTH ALL CITY OF WI-DO562
NOT FOR BIDDING OR CONSTRUCTION UNDEVELOPED FAYETTD4LLE STANDARDS AND SPECIFICATIONS. SHEET No. DRAWING NO.
s IS3

i
z °m
a PAVEMENT -o ' H~
®'9 „ n „ n SURFACE I-'' NOTES: 1~e" ExPANSIDN .LOINr I °L RAD. 2 RAD. PAVEYENT 1~ RM. q4 ~p ai z a4~ .
y' z rr , ¦ RAO. 9- S 2~ 07Q~ ' (SEE 5TD. 646.D1) CAOSSNRLIC ZIP UI o „ 6 2-0 „ 111 RAp, SURFACE H~t7~ Dr•4.n77~ CONSTRUCT STANDARD SIDEWALK 5 BIDE AND H. O ~ ~ ~ RAD. o r~ ~ u.~ a
mo'm..(„oa~ 3„ RAD. " a OCyiz Hz~xy q" THICK UNLESS OTHERWISE DENOTED ON PLANS. Hz,~x~ ~ RAD. v 9•.~. ~ '.6••' Lu¢zu.= =®b~m ~V' ®®y=~
Gsp c7 ~ ••.:o .';o•~ o_ ' • u I-t~p~OV, ~z~ PLACE A GROOVE JOINT 1" DEEM BITH L(}" RADII Q ' m =-I'I y C •'v '.0. 'n".0,'~.','a'. cD '0::. 1" CD 0'• 2 ¢ p_ZM =fAdO , 1-=I f~-Up~Op
` CD O .•Q : '.•p.' ~ . -;v I~ P - r I, a'-x w zM'Qr" IN THE CONCRETE SIDEWALK AT 5 INTERVALS. O)1- zx.aO.n m a . o, . . o. a • •p: r 1~ RAD. M!-U.O-t ~Ory n , Fs:~
GI~H ° 1 " ppp, ~ r rr '.';o'•' ;..v ®oy~ ~ ~z ONE Y1 EXPANSION JOINT BILL BE REQUIRED AT 50 n -I 2'-G" 1 -8 z ~ ~~'D INTERVALS. A ~ EXPANSION JOINT BILL DE REQUIRED ~ ~ D I Z~;¢
r " 1'•B" CURB AND GUTTER ~ M~"-?i a~ WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ~ ~i off 2 -S CURB AND GUTTER ' p® Z
" 12" OR 18" 9" X 12" OR 1811 ® Z SFOEWALK ' 8 X O rT'~ to f°WI
CONCRETE CURB CONCRETE CURB SEE STD. DWG. 848.05 FOR WHEELCHAIR R LOCATION ~,•D¦ 4'-0" PROPOSED REQUIREMENTS AND CONSTRUG'B'ION GUIDELINES. INTERVALS 'ibj. w N v ~ ~
, ,r ! " EDGE OF a- 2 -0 2 -0 PAVEMENT 2" RAD. 2°-On gf9. x
r rr r n D ~ 0'° 2'-4" YIN. 1 rr I~ ¦ 1 -0 1 -0 ~ SURFACE OF S TY GTE: : \ ~ =
p• : Q; /g RADIUS ~ 1/4 D! "EXPANSION JOINT ~p ••a G i SIDEWALK s
.:o..s • • . Q" . o • '•o ¦ - d4 z JOINT SEALER v O iti ' •p, d G• • •p• ~ 'p• ~ ~ . t1 6' p.' ~ . •''.p, 4 . 5° m :pp.••Yia " 711 Q :e.". ~ : QoB. q n.4 . v :4 v . o . •6. Y~N:i: G? t5. E CONTRACTOR I LY RESPO SID FOR I . ~ ~
T` o I° H a'v•._'o;~v•.:.d n v..'~ .'o' ~ d. v , u. ASS IATED K UNDER I C ACT ~
~ ~ ~ EXP Y GUTTER SN LDER BERN( GUTTER " n H ~ M ~ x ° ~ ~ ~ A 8 X S MEDIAN CURB VALLEY GUTTER g~ 67 M a C UAt~ A ERAL, STA LOCAL ICE L D
iII Q ~ ~ JOINT WIDTH JOINT FILLER ~ ~ < W ~.I ~ CZ e~ D " NIDEtlDU.K SAFE ,CODES, ULATIONS, D 1 E I L I G
C ~ Y OF CUROBS OR CURSS AND GUTTERS ° z T =SIDEWALK THICKNESS DUT T U ITE T E CURR TLY A DATED Y E
~ ~ SECTI T ® ~ v 1•~° eXPANeIaN ,LOFNr ~
' ~ ~ ILL " i" DEEP a ~ ~ c TRANSVERSE EXPANSTON_JO~NT p VI ® ~ ~ o GENERAL NOTES: F ~ x °z ~ TN SID LK ~ OCCUPATIONAL A TY AND HEAL I I ATIO
~ b -PLACE CONTRACTION JOINTS AT 10` INTERVALS, EXCEPT THAT GRONTED OR SIT Q ~ ® ~ F
~ A 15' SPACING MAY BE USED WHEN A INE IS USED WHEN JOI WITH J ~ ~ Ia EXPANSION JOINT n n ~ SEALER BIDE x 1 DEEP GROOVED OR U NED JO%NT SEALER I11 ~ FILL G! a SATYSFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAI ooR g~ o
°I ~ T THE E OF TEMPLATES AT 10' INTERVALS. u GUTTER ~ ~ z SA~'I JOINT WTTH JOINT ogi ~ WITHOU US leg RAD. PAVEMENT SURFACE H ~ ~ ~ G.I -JOINT SPACING YAY BE ALTERED IF REQUIRED BY THE ENGINEER. •,o. J SEALING COYPOUND J t3 H z >N
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE ~y ® ~ BUILDING, o ~ ;o . ,v . ~ o.... = z ® WALL ETC. " RAD RAD z z ~ G S UG NOTE; ~ v
O TEMPLATES OR FORMED BY OTHER APPROVED METHODS. o•... o•~" a o v v.: Q ~ CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 11~ DEEP. n•.'...:.'.o• • ....'.'.a . p • p . • .p • o • .p • o . • .v.. n •'n• o'.. •;.'n'.. •d."n;.. ~',;•b:.: C TO BE I ACCORD CE Q m
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 811x8" MEDIAN CURB, Q.. :v.• ~'o ' ; : y • . ° o. ° o n::4. a'..e'~ 'o?.d': 'o°.c'• 'p'.e'= b,v..'a, v..•ro,b. ~ F ST DADS AND SPECIFIGA~ S. ~ ~
P. fl D:•d A:•d " D:•d " 7 ,.4',. A..d'.. A;.d',. A•:.d'.' A: d~ WITH JOINT FILLER AND SEALER. PROPOSED ' ' e~"'' -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB 8 GUTTER PRO ENT ~ JOINT FILLER PROPOSED ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ° ~ . >
ALL RIGID 08JECT5. JOINT PAVEM ne~ " ' CONCRETE PROP. YSSa 'o'..'y.n•.'b.o •'o.'n. LONGITUDINAL JOINT TRANSYER EXP SION JOINT
SIDEWALK ~CONG. pAVENENT RB D GUTTER IN CU SNEET 1 6:F 1
SECTION VIEW OF JOINTS eNEEr 1 of 3 EET 1 OF 1 DETAILS SHOWING JOINTS iN CONCRETE SIDEWALK ~Eer EET 1 DF 3 a .i
546.01 848.01 49 54S¦ 01 .
_ K
ON BETE SIDEWAL ~ C C NCDOT ~4 0 - GUTTER ANO CURD RE 0 C 1 D NC
_ DETAIL 2
TAIL t E J
NOT TO SCALE NOT TO SCALE 1 1 4 w
~ ~ 2 ~'b~
v H'o NOTES:
m N °y ® atDEI~LK t5 arD.L F,., I
spa e° a e at H z QI H Z UfILTiY STRIP 0.01 MIN. ~ U ~ H ti' Z~~ 1. CONSTRUCT THE WAI.KINO SURFACE WITH SLIP RESISTANTANCE AND A 70~ CONYRASTINO COLOR TO THE SIDEWALK. aF~ti ~ ~ ~'~t x v p,.., O z ~ ~ 1<
~~o ~ ~ gAis y ~iEtiTABIf 0.a2 YIN. tl.04 4' ~ s'A sm. r e^ aa~ o.a luAx.3 o.az NaN.I (L J O N ~ r p -n to u, r~'n oD g ~ sxms a.a irYKm.r a z mz x-I oo~ mZ ~ 1=-~, ooox ~ b ~ 00 z z m z ~ i i 2. CRQSSV4ALK WIDTHS AND CONFIOUAATION VARY BUT !QlST' CONFORM TO TRAFFIC DESIGN STANDARDS. ~ ~ ~ N z a',; ~
W~ZV_ ~ G?O~n-DI 3. NORTH CAROLINA OENEML STATUTE 136-44.14 REQUIRES THAT ALL STREET lO1RBS BEENO CONSTRUCTED Ofl RECONSTRU6;TED FOR MAENTENANCE O~Z= W 1-ta.9~0~ a~~Drta PROCEDURES, TRAFFIC OPERATTONS, REPAIRS, CORRECYYON OF UTILTIES OR ALTERED FDR ANY REASON AFTER SEPTE6~ER 1, 1973 SMALL Nfa,TaC= i~', j ; ~ H qO~a PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISA~.ED AT ALL INTERSECTIONS WHERE BOTH CURR AND GUTTER AND SIDEWALKS AAE a ~ O
x-r1 m " ,z~i wx. nANP ~ I-®i~+ r x~0~ i~-xl ~~p h-x zW z -D -n ml- ~ N J Z ~ •n PROYI~O AND AT OTHER POINTS OF PEDESTRIAN FLQYY. N F i,~, O J
zHQQ'tt '1' ~ x ~~~HJ O~~~ ` ~I n ~zH SECTION Ef-B ®°N~ z OON~ ~ ~Z IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HI Y SAFETY ACT REQUIRES PROVISION OF CURD RAMPS ON ANY CURD CONSTRUCTION p0~ ~ 1. ~
~ , ~ D'~ I z~; AFTER JULY 1,1976 WHETHER A 8TDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. Z ~ '1~
~H , $-jFy SIOEWWC a'-a'~ 8'•4° 6'0` F ® W® 0 1 i o ELEYATI$N TNPNSITEtlN DAMP 1NY$IfI~i ® ~ dp ai® ® THE AMERICANS WYTH DISABILITIES AGT {RDA} OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITEES. COMPREHENSIVE CIVIL RIGTITS ° Wp ~ ° p Z PROTECTIONS STMILIAR TO TH09E PROVIDED TO P[71SON5 ON THE BASYS OF RACE, SEX, NATIONAL ORIQIN AND RELYOYON UNDER THE CIVIL p
z d1AB SIDL~NALK SIDENALK RIGHTS ACT OF 1964. THESE 62189 RAMP5 HAVE BEEN DESIGNED TO CCYPLY WITH THE CURRENT ADA STANDARDS.
a b SEE NOTE 12 vAwaBLE slate sor ~ SEE NOTE 4 4'-0" (TYP} 4. PROVIDE WNEELCHAER RAMPS AT LOCATIOf~ AS ~ THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WtIEELCHATR
m ort~Ea iP:r e. _ - AS DIRECTED SY THE ENOINEFIi WHERE EXISTING LIGNY POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TlW) RAMPS ARE INSTALLED PLACE N0T LESS THAN 2 FEET OF FULL HEIGNT CURB BETWEEN THE RAMPS. PLACE tlUWPS
SECTION A-A STOP LINE H a 0 AS NEAR PERPENDIWLAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
ISOMETRIC VIEW m sIAL.K sIDEwALK m~ ~ PAY FOR ALL VARIABLE DEPTH 6XRICRETE USED FOR CONSTLKICTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR PS. {SQ. YDS.}
m sEOaatx ~ z SEE ~ SIDL~Al.K S%DENALK p z EKPxrsEOa JDEYE ~ 67 NOTE 12 , ¦ u- ~ taEE sTD, eea.oT) A Paresa2 oP o~ oN r~Y RaaPa SEE H _ 4 0 (TYp} O ~ Q 6. PAY Fri ALL DEPRESSED CURBS At WHEELCHAIR RANf'S AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED C4R#B. {LN. FT.} ~
r m5Y EXtENtl aDTemE THE KL7LINN. ~ H S ~ ~ ~ ~ t-i 7. SUCH PRICES AND PAYI~NTS IS CONSIDERED FULL C~ENSAT%ON FOR ALL MATERIALS, LABOR, E(XIYPMENT, TCXILS AND ENCIDENTALS O
~ z~ a STOP LINE m y SEE NOTE 4 H~ BA NOTES: H °.C Z oEtECr~ ~aDta s aNwLr. 60tlEY r-o^ LH~IN FeLL tDDNI ~ TI& ~ ~ NAVP FL~1 ~ SINN ON TIC DETAILS. EITHER LE@Ilf-~-INAK, ~ EKPANSIINI JDENE ~ ~ (d H S = NECESSARY TO SATISFACTORILY COMPLETE THE Z ~ ~ B. OQ NDT EXCEED O.OS (12:1} SLOPE ON THE WHEELtRiAER RAMP IN RELATIONSHIP TO THE OLIADE OF THE STREET. Q
T/1 2. OYTAEN 701 tXMRASi YIS®IL[IY OLTN7ENIIE~ PP~~ m , t) ~ ~ SI ~ ~ iII m Lauw ~L•Ltl$IT SEaIIENCE oweLl~ ::xt~ ~,1E), ~{o~E~-~6 p f- fa 6' D O ~ 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3`-4"} OR GREATER F~1 DUAL RAMPS. ~ ~ U
C I'• ~ SEE MUTE 1 ~ ~ ~ ~ ~ C ~ CS?z
D8 = to Aaw wmH AKrA Is rAN,~eIE w Tf I EXPrwasm~ JaENr ~ ~ ~ W ~ D ~ Q7 D ' .o L8 ~ Q ~ H a~ Q ~ ~ m ~ °y 14. USE CLASS "B" CONCRETE KITH A SIDEWALK FINISH IN ORDER TD 6~1'AIN A ROUGH N61N•SKID TYPE SURFACE, h. ~ 11. PLACE A EXPANSION JOINT WHERE THE CONCRETE YRiEELCNAIR RAC JOINS THE tXR~ AND AS ON STD. . B4B.01, pz ~ ~
~ a ( ® Q ~ ~ TYPS TYO F E CMAI NAmP3 Z Cp M ® N a tkA+a' X c o 0 0 0 o a tl.tl' a.e' a.e' a•o'• I alaLwaLN z ~ ~ -CI ~ ~ PEDESTRIAN CROSI~Ai.K3 AND BTOP lINEB FOR TEE INTEIN3ECTIONS ~ ~ ~ U ~ ~ ~ 12. PLACE THE INSIDE PEDESTRIAN CR LINES NO CLOSER IN THE YNTERSECTYINI BY BISECTING THE INTERSECTION RADII, Fa- -g U
v 0 0 0 C 0 0 a' tl.tl' s.a' e.e' a.a~• p~. '°8 t7 x ~ 3I a4s'A ro aro'N 7' o.D' 7.a' 7.3' a.5'~* D1 D DETAIL SHONLN6 TYPICAL LOCATILIN OF TOIEELCLIAIR ~ ~ V9 W D WITH ALLOWANCE OF A 4 CLEAR ZONE IN THE VEHIIRILAR TRAVELWAY WHEN ONE RAC' IS INSTALLED. {SEE NOTE 17) ~
~ 0 00 © @ 00 ~ e' tl.a' as' ls' e.5'.. x ~ H flAmPS,, PEDESTRIAN CNORSNALKO AND STOP LENEB x ~ ,..I ~ 7~, ~ Na s' z.a' l.e l.a 5.N TRES PDanoK of nap ~ ~ z to ~ ~ M 13. C6XXiDINATE THE CURB CUT AND THE PEDESTRIAN CR05SNALK LINES SO THE FLO(m1 OF THE WHEELtClUUITR RAMP WILL FALL WITHIN = ~ '0~ ~ 7 S,~} THE PEDESTRIAN GROS~VALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES ~ 24"' OF FULL HEIQHT CLlAB FALLB NITHIN ~
z Han tws aTHeY41E a' e.e' Y.a' e.t' a.e' ~ GT °'B LD ;,0 © 0 @~ ~ ~ Ia, cuc LIYETa. H °"0 6' 8.tl' a.a' a.3' 4.4' (8k~ NOTE iSS ~ J THE K MAAKINIES ON EACH SIDE OF THE FLARES.
,L,L 5' S.5' 0.Y' a.4' 4.1' ® ~ ~ a o 0~ D~ 0 0 5 4.D' 0.a' Y.a 8.6` z o z ® O O C C 0 0 w W ~ 14. COPI3TRIICT THE PEDESTRIAN CRQS~V'ALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR OfIFATER IS DESIRABLE. W
x s' a.e' ttls' a.l' s.a' x W s' tl.a' +tl.e' es' a.r' SFE MOLE E 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS ILO'ORTANT TO YNDICATE THE POINT BEHIND WFIICH VEH%CLES ARE REtM1IRED Ttl STOP IN tX~PI.IANCE WITH A TRAFFIC SIGNAL, STOP SI6M1 OR OTHER LEGAL REQUIREPdENt. AN UNUSUAL. APPROACH
4•gro a ^ X-tAi9") R0.fDY4Y RDUK5IY YAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROAONAY.
tl ~ DESTANINi t PIKtID' ~ aF 9ItlHSHLK 7 PLAN 8YY3aL PUdI BY~IN. ,'.o'= ,'.e•', o~= ,'.e~ 70 UNCA WINT CP 9P.1 (9.Sa5) aLaPE. ~ R ~ iMdAPOSED ~IEELCHAIR L4pMP ALLCNASLE LOCATY~43 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK ~ PEDESTRIAN CROSSYlAI.K.
'a; ;•P r, a o q v - • BACK OF sEDEamIC DROP A~IIINED Ppi ALL CCF e a'~^~'~'w.~~^~~ r.''~o. ~~e~'a~'~c.~ o~~ CLASS °K° aaDEwA1.K at.IMh~. PLAN VIEW CUa6 Wf Ppi FCR PKaP~ 17. PLACE ALL PAVEMENT KINGS EN ACCORDANCE WITH THE LATEST I~ETIOH OF THE MANt1AL. OF UNIFQRN TRAFFIC CONTROL DEVICES {IAITCD} r PUBLTSHEO BY THE FEDERAL HItiNWAY ADMINISTRATI~1 AND THE NORTH CAROLINA SIN~PLEYLRdT TO THE NUTCD.
6ASK ~ emPmu.K tlNN' KLmI6RED I9R PROPOSED pi FtlTURE SIDENALK Dt?A1. RASP RADIi...........ANY RlI16E RAp NHEtEIiHAIN RAP SItlEAk.K SIIK~ O.D4. DUAL nANPB SFRT:T 3 OF 4 EET 4 OF 4
SHEET 1 ~ 4 DETECTABLE KING urv eaDii SFLEET 1 OF 4 Er 9 OF 4 SFOU:T (4D" MIN. RaOR NIDM) 545 ¦ 545 ¦ 05 " SHEET 4 OF 4 a~o.~ ~4a3"os I-
5¦5
- T U L AIR _ F 0 4 OT NCD 4.05 F EELCHI P ~ T
D CUT P CUR EL I 4 0 1 m T J
DETAIL DETAIL 5 ~ 666iiY~~
IL TA DE NOT TO SCALE ~ NOT TO SCALE D1
NOT TO SCALE 1 0 a
Z
® -KIP LINES ® om -VI ISILITI' CROSS ALK STANDARD CROSSWALK ON
vm CONTINUOUS LINES SKIP LINES MINIS ,,S IA H-~ HI r ~ -fit a Q'Q H' z ~ B a~$ .
H Z Z~~V DNo~ _ N ~u9,aa E LINE Hoc9 . r -n m r a~ M~~U
mo 4 is z• oooa Hz-~ D ~-`r ,,j ~ z x H "`i T+' MELTON OR YNQTE ~ , r oo~az
, _ W LL i~gnm SIOEN(ALK ~ ' LLIQ 00 0~ 1q SKIP LINES 2 MINI SKIP LINES ox „ ~tZa x°TL ~ tD r,,.; 4' YIN. G' mIN. ~,~j 8" 6fLITE Q e x~oo TURN LANE LINE N~ ow zM®r ~ m L'ELxsTRtAN WL- a~'-v~o~ 1" ASPHALT SURFA(~ COURSE
YELLfMI pi RNITE YELLS OA RNETE ~ p-zH =~o.n ~ a';j K LINF$ FS a py'O I-11 ~ LL. H J y' ~ to 6'~R ~ CROSSRr11J( CRONl~AI.K ~ IWALK LINES u~~i1g-~oJ (NCDOT TYPE 5-9.5C) ~O~a
. ByOF,,, 4"1®„~ 10' 2, oqN~ CD -4z § o C7 ~2 z• .H ~~,D a z Z~H°` 1.5" ASPHALT BINDER (NCI?OT TYPE B-25AC) ~
-AI ~ 4"iB"ra 4018",F d H ~ ti , 1 ~.p _
z CENTER LINE , , K LINE ° ° 3" HB
4°tG"+A 13 YELLON ~ 24" 6~ NOTES: I-
4O' i5' SIDED,U.N ~ , i,~ r>)~ 24" 6ALFTE 1. SUBGRADE TO BE COMPACTED TO 95~ FOR MAXIMUM DENSITY
~ ~ ~ ~ ~ ~ PER ASTM D1557.
GORE LINE „ A"" D"/t2 4•
_ D: m RRITE ~ o z 4' ro o a : ~ \ \ , \ 2 BASE TO BE COMPACTED TO NOT LESS THAN 100% DENSITY IN ACCORDANCE i~TH ASTM D3318.
z ~ ~ ~,H 1L H N ~ ~ ~\~/VA VAA VA%\~/\~/VA AAA VA%\~/\~/VA V~ 3. PRIME COAT TO BE 0.25 GAL PER SQUARE YARD (MIN.
~tr-I Z~ p~U1 N~ _ DIAGONAL LINE H ~ m ~ x tD' mIN. LyIDLH ~ ~ F N z a COVERAGE) MC 70.
~ ~ Qy a Tn ® aB ~ N ~ ~ 4. BITUMINOUS MATERIAL SHAH CONFORM TO THE LEAST LOCAL
dam, M 111 j~a YELLOR ~ TdHITE ~ p a 1"1 ~ Z a o D.Q.T. SPECIFICATIONS.
M m~z ® Z¦i03~ ~ ® ~ ® ; 8.5" ABC 5. All WORKMANSHIP SHALL CONFIRM TO THE LATEST LOCAL
g D ~ o ~ of a ~ a GR K LINE ~ ~ ~ v ~ a D.O.T. STANDARDS AND PERFORMANCE SPECIFCATIONS.
~ ro ~ GENERAL NOTES H o v GENERAL NOTES a ~ M m o e"124"~ F~ J N~ a ~ ~ _ 6. PAVEMENT SEC110N MAY VERY DUE TO LOCAL
D7 ~ ~ RNITE ~ t. ~EpE •i~D ~pT((S ARE INDICATED, TRf FFflST &IDTR APPLIEB p0 A ~ ¢..0 ~ t- THE MINI gIDTH OF STAFDARD CROSSYAI.KS IS 6 FEET. THE YINImUN REDiN m ~ °NORYAL NIDTN LINE, THE SECaJD YRDTH APPLIES TO A "HIDE LINE. = D ~ N OF NI-VINIDILITY CROSSNN.KS IS 10 PEST. _ ENGINEERING/CONSTRU110N STANDARDS AND PRACTICES. w
~ ~ H " N ~ ~ Z 2• LENTEN N& T6 THEIR tXXN1ESPINdDING ~IEELCHAIfl A °A~S, DUT DD NDT tai ~ c~.j ~ R/R LINE 2• "VIDE LINES ARE IIEIN)IRED ~iEN ~SI6ttATED IN T(N: PLANS, OR LIEN H tp NET 'THEN NITNIN THE INTERSECTION AREA ESTABLISHED GY BI~CTIW THE J ~
~ ~ DIRECTED DY TH€ WEER. REFER TO PAVEMENT NARKFN6 GUIDELINES. J ~ 1t INTERNECTI~1 RADII. @3
O 'n 1N° ~ ® W p oft IU 37 N• PLACE STOP BA&5 A MINI OF 4 PEET FRW NEAREST CROS~9LK LINE, RUT NOT - RHITE ~ RITNEN THE AAFA OF A AHEFICIIAIR RAMP. PLACE STOP NABS PARALLEL TO PREPARED SUBGRADE (SEE NOTE 1) Q
CR LINES, NUT CA"J BE PlACEO L+ERPIIGEIg1LAR TO TRAVEL. LANES.
~ LEGEND 4- COOiN)FNA7E PLAI~ENT ~ CLLOALRS EN ALL CASES BETH THE LOCATEON OF TYPE GT-S GEOTEXIILE DESIGNED 8Y. DRAWN BY:
N STOP OR TRANSVERSE RNEELCNAIR RANP5. (~E SIt~AL PLANSJ. ~ DIRECTILXt OF ~ TRAFFIC FLOm r TBM WRB
r ~ 24" ~ Q NHEELGHILTR K Y: PROJECT NO.:
d1 , \.7 - SNEEi 1 OF 2 EET 1 ~ 1 M+~T EET 1 OF 2 (g1ITE m - T 1 ¦ 1 ~ ZQ~ ¦ 7 120 SHEET 1 OF 9 1 Zo5 ®7 FAYETTE 09.11
1205¦01 T SCALE: DATE:
NCDOT 1205.01 -PAVEMENT MARKINGS -LINE TYPES NCDOT 1205.07 -PAVEMENT MARKINGS -PEDESTRIAN CROSSWALKS TYPICAL ONSITE PAVEMENT HEAVY DUTY ASPHALT IAS SHOWN MAR 2009
lE I~ FILE NAME
DETAIL DETAIL e DETAIL APR 2 8 2009 WI-DO563
NOT ~E D, NOT TO SCALE D) NOT TO SCALE Q7 SHEET NO. DRAWING NO. 09411-WA#EROUPLiT1°
a a "T""'~ A"o s "AT'a " 1
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® N 148----- PROPOSED 2' CONTIXIR ~ x~a, D S1r J ~~sar BN ® H =Tnao sans ~ P(e" DIA. rIN. Dm. 9DRTN1 JolNta Q H Z I„I'0 r'SI rOATAR JOENf3 rA<I. 7IE ® A1ALL TIE {Sff G67. P107EB) I-' 2 ~ Z W ~ Z DEN. ~s1 @ 18" CIa. @ 96" CIS. y ~ ~ ~ J
® _ _ _147- _ PR~O$ED 1° CONTOUR °"~-~b . ~ ~ ~ F BAA ~ "E" BAR Ql y @ 8° CTS. @ 8° CIS. Z
STING w ® E A~ U!~ a BAS vB" BAS ~
TRAFFIC FLOW FOR COLLEC110N TRUCKS z ® 2 @ 12" CTS. Z 4c "D" BAR 2n "A" fUUI 4" @ 12 CTS. @ 12 CTS.
sc HousE S
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- - REVERSE TRAVEL. o Nor ~ ~ SECTION X-X ERIC ALT SECTION Y-Y ~ _ ! U ~
/ TRAFFlC FLOC FOR TRANSFER TRUCKS M a
~ ® y FAAIg AND 6RATEa ~ FRAME AID lNiIITES y ~ v J y1
F~WARD TRAVEL z ®~c Zy ANpI~
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J r r ~ m F °E" BARS . ~ , y Z ~ 2° nB" BARB • p' 4" •v ~ Z ~
l~/r ~ J l lr ~ Zc Z ~ ° ° ~ 2" 4° 2° a° ~ H ~
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JJ r lJl r _ / / SECTION X- ~O LT ® ION Y-Y a •IDRIZOKI'AL AID YERRCAL D71lL't~IO@l4 WY !N2 ADJUSTED AS THE d'
/ J/ / J J ~ ` r EEr T of a FIEUI COPDITIOIB AMO/pl ALTERNATE DESIy REGRRE. ~ EET 1 OF 2 -~XIrPI IEI(MII FOR THIS STrlC11r1E IS 14'.0°, SHEET 1 OF 2
JJ r - _ r ~ ~ ~ a4ae3~ J fJr o~ 40 ®35 - i ~ s TAE ~L~E oE~~ ~T~~&le m~lr .ts. 544.35
Jr PTY LE - _ J Sr J r 10,E J r r A
Ji ~ J J r STORAGE AREA ~ ,r ~ T a 1 F FFIC I G GRA D DROP INLET
u r - ` ~ ~ 03 J C ~ t_
J J l ~ f \ Cr ~ DETAIL 2
I r r lJI ~ J R D TR SFER v NOT TO SALE , D
I J r , r, _ _ ~o__ I , X02 -
J
I r Ill ~ r l/ X SILL OF TERIALS °y
J J r ~ O ~ o ~ SEE SECTION Y-Y FOR DIrFJISION 4" N CONCRETE ALT. ®RICK ALT ° ~ ° M-n~y BAR I2E LEINRH ellANrm MEIGNT LENGTH rEILiHT ,.q~~y° St -x~, •
/ J PING ` `'o J M°~v TBP ~ Q - ° ~ A 8-4 8 3B. 7.7 8 _ _97.7 1L .,I°I.a ~ ~ ~ ~m MZ^{=D - B OS 9.4 18 56,8 a-4 18 58,3 ®O~SZ
_ _ ~ / cap c,~ G)p n"1 Ali 2.8 14 -0- -0- .g_ IXZ s'qr { S'nDm 0 *5 8.O 4 83.6 B-3 4 58,8 W LLZ ~
r ~ r s ~ ~ ~ ~o r 1 ~ / ~a~ec 1 / ~ / / z~`~r, " y~® E 4b 3- 20 82.8 3.0 90 31.3 QOOC®® Z~,.OO-ry ~ F N5 4-B B7.a 4.8 10 98.7 l-=F`zW } ~ M F~
J FUII TRAIL r - / / / r / x ~ z ~ ~ ~ D Y Y REINF. STEEL TOTAL ~ISNi LBS. ~0 AB y OQ N ~ ~ ~ v
` J r J ~ J R A 'ND t r D~~ A~ ~ STO AGE ARE D-D{ ~ ~ ~ ~ ~ CONCRETE IN LS CLASS AA t~IC YAII~ 0.82 _ o - Z •y ~ ~ CINdCRETE Ir (~1.L5 CLASS ~ CUBIC YAROS -0- 88 I'-
JrJr r ~ J J ANUEVERING ARE ~ z y,"1 c FRAM AND SKATES x O.a1 D.N Z x ETE TOT I Y 0 1.48 1.02 + lu ° J,;
/J/ / 1~ \ r ~ ~ / I) (I I BRI AL YM 1:48 i.aa ° i~<, BRICK CUBIC Y IH BUL(FODT ~ HIpR -O- 0.84
l~ ~ J i ~ I LI LI U .~~4~a: LBS. OF REINF. STEEL IN WN.L FDOI gF HEI1in 94.8 47.A
I I o ~ ~ J ( / -n ~ y
/ o ~ (I ~9 ~ / ~ ~ ~T ~ _ "E° B `F° IEOiIIIZONf~~AS ~ ~
! 6, ~ I ~ 5.~~ / I oar N
SS / c~ . I 95 9 ~ \ J ~ ~ I I ~ : I J~,, 6 ~ N r l O I T ~~z ~ a, ST 6HT E S
I ~ ~ / ~ W 10 ~ l ~ l ~ I I l 9 ~ ~ c H
4 ~ / ~ ~ I / ~ / I / o I I I 9 ~ ~ J l z ao c = SEE SECTION Y-Y FOR A° BgRB Q vvv® Z y SPACINS AID CpRll' 9" ~ ~ ~
~ f ~ g 2 ~ r i i~ J - (I ~ ~o ~ ~ I l o z I 1 ~J.p / o J O? 2" RADIUS " p0 ~ 2~' RADI1~ ®I 1T" eRI~ ~ S~ BEID.
t ~ / I-~ / ~ ~ ~ I I ~ DETER 9s ~ ~
~ ~ ~ I /i ~ rte? ` ` ~ 9? 94 _ a ~ ~ ~ ~ r &8 ~ I ' - 3 e~eCO"flscrcR.l~.l °rr, ~ ..1
1 0 ~ 1 ~ ~ ~ c ® CO NE S s~ m 'TI ~ ~ GENERAL NOT ~ -USE CLASS ' `CONCRETE FOR CAST IN PLACE CONCRETE BO%. °
X96. 9 p J `f,Ol i~ b - -USE CLASS ' ' COP~RffE IN THE PlAL9. CAYYTY FOfl REINFORCED ~ I-! ,®p~
` ~ ~ 1 - ~ i ® ~ I ryg ~ BRICK CONS IiCTION AND CLASS `AA' FOR THE FOOTING BASE, CL' Z °!s -CHABFER ALI,° E%Pt~ED CONCRETE CORNERS 1". _
~ i - / ~ z Z ~ >i~ -USE FORMS T'O L~TRUCT THE BOTTOR SLAB. y ~ =z •IF PIPES AIjE SET IN THE BASE FOLLOW CONSTRUCTION J ~ ~ H" PROCEDIR{ES SIKNRI BY STO. DNG. 840.00. C'E ~
~o ~ - R AIR AN ~ ~ ~ ° -PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN ~
1 - A LNG PIT ~ ~ ~ ~ ~ LO D ~ a LIEU OF BRICK MASONRY CONSTRUGTIIkJ. ~ g.l v ie a {1° ~
y ~ _ -REFERENCE D. GAG. 840.25 FOR FRAME ANCHORAGE. ~ ® SL
, Ifl -CONCRETE 8~3Cd(, JUBBO BRICK A~ 4" SOLID CONCRETE BLOCK ~ ~ i ~ PULL BE PE YTTED.
0 40' 80' 120' -CONCRETE FqR BRICK BO% REFER TO SECTION 892 OF THE STANOAAD SP,ECYFIGATIONS.
P OF SASE -PROVIDE GR~TED DROP INLETS OVER 9'-&" DEEP MITH STEPS MEET 2 OF 2 SPACED 12" fiiN CENTER AS DIRECTED BY STD. DWG. 840.68. SHEET 2 OF 2
s . ~4a.a. 040.35 040.35 ~
COT ®35 ( OF FFIC BI DROP INLET I=
TION CUBA CIR FFI TRA
ETAIL 3 ~ NoT To ScaLE D2
DETAIL t
NOT TO SCALE D2 U W
O 0_ a
- q 11 NoTESt usE CLASS °B" CONCRETETHHOtl6tlDUf. _ _O.__ _ _ , _ Om _ _ _ ,1'1"CLN. z AG~tEGATE BASE COIRSE _ - _ _ _ _ _ _ -
O~ ® PIIOVFOE ALL CATCR SINS UPEIi S'-B" IN OEPTII #ITII STf~S ,2" N49 ~-0 ~ z,cn qV CENTER. t~ STEPS NNIgI IX~+LY OLTII SID. BRf~BINO &10.88. 1-~' G; ( ~4 4 RAD. ~ ~ _ _ _
H" ~ WTIONAL CONSiRU4RI0N - B.IiHIC POCP, 2" IIV:YOAY, ~ ~ BAR WIELS AT ~~Q.~ ~®Q O O 12" CBIfERS AS DIRB:fED BY THE E~INEER. H Or C7 V ~ 1.1 ap O ~ v LOC 110N: X INCI~S
~ Q ~ USE POfltlS FOR TIE CONSIRIA:TI~Y # THE POTTDy 9LN. LL J O H T' O ~ °I a ° EMPTY TRAILER 10 ooaz~ r ~r -
m Z ~ 2 ~ ` ClNNBfE7E PIPE IS SET IN SLAB OF NOK, ADD TO BLAB O O07 = z Fd Z ~ ~ Y } v 10 IF REINFORI~O O C! AS SNO'MI ~ BTD. 840.00. W EL a S ~ H7 - ay ~ ~ I I "oR EIS ~ ~ $ ~ s _ _ X STORAGE AREA
~ ryg D m F~1 S'-0" IN HEIONf OR t7a46 ~ 6" NiM.4S N,D B07'TIIdI SIPB. OPEN H C5 ~ O q 02 Cl! ~ O L _ N'-O' 10 16'-0" IN NEISNT ILSE 8" 61LLS /Jtl/ 80'FTON SU9. AGIOBT ~ T F ~ W ~ _ ~ O ~ ~ J &7 cur LTASHER ~ ~ _
zH'a°-n X _11_ J 1 X awxrlTlESacceRela~. Tns-~o,J ~~H ®H ~ (rOM C7~~1 12n n 4c~ 2 -HEX NUT y~{y,pJ ' 'i rg ALL OTHER 14" 0
4? ~Z A ~ M~ ~ 12 °m S" Db~ I ( INSraa. sraNE ~alxN, ~ a NaDiN~ ~ i aHUC Faor ~ Ist. T~ BTONE IN A ~q'~ B" z ~ ~ J
'C ~ POI FABRIC ~ tll dRAP, AT EACN PEEP WILE OA AS DIRECTED BY THE ENSINE91. O. ~ (p ~ I ~ ~ ~ ~ I m IOC, aLL E>Oh)S@ CORNEflS i"- ~ T T F
"'J - - - ~ m4LtlIN6 r~r To scaLE. -L__ J
s INL4IEASE 1HE SIZE ~ TIN: s° OPEtIIiNi TO B" BAx., AS DIHECT~ BY THE ,'~°CLR. EN0INE8! BY AODINB 2" TO 7FE NAIL. HIEBHf ABOYE THE TOP ELE4ATION. AJIJIA<T ~ BARS red" i~n PREPARED SUf~GRADE OTEXTILE SEPARATOR ~ STRUCTIO NOTEe
~ 2" CEP NG.Ee ~aNTITIES ACCDiDINOLY. CLN. EQUALLY SPACED CLN. ~ (C~IPACTED TO 9~~ MAX All C STRUCTI TO
® Y ~ F COUNTERSINK Z p aNe ~ENINe to IF IE08. AND ALLQ# HA COIIMTERSINK PART AHERE HANDLE IS L~`dLTED 1v DENSITY PER ASTM D1551} G L SURFACE I ~A D CE NTH AND ALLQN HANDLE TO IK1VE VERTICALLY. ~ CI 1 i FA 6LL
~ r~ mA8 F ° - a
ILL z ~ ~ Z_ ° E a T~ ffiL `I' ® ~ PNECAST DR CAST IN PLACE TOP SLAB O ~ S<AB T~ ELEVATIOIT ~ TOP LEYATIQN ~ " CdRTEN LINE LL ETAIL ST D DS D
~L r 1 ~ - r+ 04 BAR Z ~ e ~ p T " p " z W m'' O ~q q /U 1" PIPE SLEEVE X 8" LOPNi. ~ ~ ~ NOT TO SCALE d C1,/E/ ~FlCATIONSe
~ r Q N ~EIIII~ N° 4 - - to p) ~ Q Ty S ~ . ~ #4 BARS "Y" lE.-1" PIPE SLEEVE
~ _ ® e Sre TQP EIEYATIQN ~ ~ FA ~ ~ T TI 0 ~ Z -1 A B" = 11'1 CLR. ' O ~ ~ 7,NIU COVER SHQNINS HANDLE T TI ~ ~ 6 d6 V!
~ aD ~ -'l e" x I o -mi ,011 C ~ C'1 - AIER 91M~I(8, HALE ~ ~ ~ SAFE NOTE: I®
C: D c I I I (TNICKNE~ v~IES ~ ~ ~ ' ~ aQ ~"aR. I ~ ~ ~ ~ ~ v ~ ~s nxre
m ~ ~ 0 I (ffiIN.L ~ _ O EQUALLY SPACED 4n ro : ~ Q - R4 BAN Z 111° CLR. " ~ E C TRACTOR I SOLELY ESP 1 FOR SITE SA
~ ~ m ~ I H ~ ~ ~ ~ g _ ~ ~ " ASSOCIATED E K DER IS CONTRACT AND FOR
~ a D ~ ~ 8EE NarE O ~ ~ b N CTI - #4 S ~~H uo ~ N TTIZ c ~4 ~ ~ CO PLIAC All FEDE L ST AND LOCAL HEAL AND
~ T SECTION Y~Y ca N ~ -L czi SECTION X-X NEE NDrE SECTION Y-Y J ~ N M 1
o ~ ~ DETAiLB AT QP~INS f9 L{I .R G = O W IU ~ re #4 BANS "Y" n z ~ SAFE ,CODES, EGU 11 ORDINANCES INCLUDING
~ BIN. OINENSIO~ alAf mlWdfiTIES FOR CON(YE7E' CATCH SIN (BAKED ON NIN. IEIBFIT, NI IBi-~ ,11 CLN. 91¢ CtA. N w _ 0D,'B ~ BBA !PIPE BEINFNGINO b BOT. SLAB CU. YOB. 10TAL ObOTITIEB BEBN:f PE B~ T EWALLY SPACED e„ W ~ UT NOT U I T OSE CRE NDATED BY THE o
- NNIS . Y BAPS - Z BIBENSIONS IN BOI BOI A BLAB Qd pp~~ V ~ "J(" sn PIPE BPAN N07R, IEIOIH' BAgB • A r p~~ D A e N I~, tENBTN NO LEIffiTN Iq LENSRI F e iq' mr. HIRLB UR,EIE. URB) 6.8. R.C. YB° OCCATI AL SAFE AND HEAL I ITRATIO OSHA). DESIGNED BY: DRAWN BY.
N M 1 n N 1 " ' ~ 6 " L TBM WRB
FUSE 42° STANDARD D PROJECT NO..
SIZE BOX FOR DI-3 . SHEET 1 OF 2 ET 2 DF 2 SHEET 2 of 2 APR ~ b 2009 FAYE7TE09-11
~ EET T dF 2 ~ - - - ~ HEIOiT (H) = 3'-11 v B+.e^ a'-B" -~P-+~- s e'-a^ ,2 5'-e" 2 5'-e" s'-o° s'-B^ B.~N~ o.s„ o.ses ee 2.Nta e.,~ a.aas o.os6 4 "~4 SCALE; DATE,
m $4.04 - 44.04
UCNK • wvAI kK'GlUALITY AS SHOWN MAR 2009
CATCH WETLANDS AND STORMWATER 6RANOEi BASIN FILE NAME
ffi NCDOT 840.04 (1 OF 2) CONCRETE OPEN THROAT CATCH BASIN DOT 840.04 (2 OF 2) CONCRETE OPEN THROAT CATCH WI-DO56'8
o
NOT TO scaE NOT Fut"F. BIDDIIN'GoN ut" O%ONSTr-%n 1"71" 6 7 SHEET NO. DRAWING NO.
NOT TO DETAIL ScA X42 DETAIL DZ
S loomm

I
4'~?
c°DV N
no.oo »o.oo I.
A
PROPOSED (fit ND SURFACE
~ ~
~ W ~ ~ E
TOP EL = 101.0 BEH ND THE WALL GABION BASKET TOP EL = 101.0 EXI i1NG GROUND SURFACE w ~ u
OTE: ~
3 x3~ - (TYP•)
THE CONTRACTOR ~ ~ U IS SOLELY RESPONSIBLE FOR SITE SAFETY ~
~E PROFlLE FOR 100.00 - - _ _ _ 100.00 ~ ASSOCIATED K U DER I CT F ~
LOCATIONS WHERE ~ - - - - ~ C PLI CE ALL DEL, STATE AND LOCAL L D ~C
3'X3 NOT PRESENT Z - - ~ ® SA ,CODES, EGU TIOS, A l l CL I G
~ BUT T U ITE T SE CURRENTLY Y t~ ~
GEOTEXIILE SEPARATOR a _ . - - -
(SEE NOTE 1) 3'x1.5 - - ~ TiO SA D HEAL D II5 .
E1.=95.0 - - - a I
EL=95.
6' 1HICK N0. 57 5~' EL = 93.5 111' 30' S UC11 OTE: z a N
PREPARED SUBgtADE (iYP.) STONE (TYP.) C S UCTI TO BE I ACCORD TH All I OF `~z
FA T D DS AND. SPEaF1CA11 o o m
SECT10N A-A 90.0° so.~ ra
A
OTE:
1. GEOTEX1~lE SEPARATOR SHAH BE INSTA DON ALL GABION
BASKET SURFACES THAT U CONTACT SOIL T E. O
E 11 TOR SH E I TA DON SURFACES
~q a6 ~a R - x y ~r s sx ~s a PROFlLE DATA as cs as ~9 a~ m~ a~ as ~ EXPO TO AIR A W
0+50 1+00 i+50 2+00 ~ t~~,.~, 't ~ ,
iv }-in i ~ ~ Q.~, ~
~ r
GABION RETAINING WALL
J
DET IL i Q W
D3
B A
W e~
1 f` ~o®j
(~1T EXISTING (MOUND TO MATCH IS~NG SURFACE Lu ~ ~ ETC
DgSiING GROUND SURFACE BACK OF WALL (IF NEEDED BAq(FlLL 3AC LL ~
_ _ , _ _ F E Y AQION ALL (T DE ~ W
PROPOSED GRADE FOREBAY GAPS WI1H SAND)
1~. _ 105' 17 ~ 6' + 1 ~ 3'' 1 - - ~ I ALl
- - - 15' 51' 18' 6ABION BASKET ASKET - - - - - 1 0 UCTED UEFOE ASI W Z
3~X3~ - - ~ }
TOP EL = 95.5 FO DASKET AT
_ 100.00 EL = 100.0 100.00 3x3'_ _ FORE AY ABIO ~ ALL I-
® V ~
3~x6~ - EL = 96.5 1.5 3'x3' -
- - x3'
GEOTEXiILE SEPARATOR - ~ - - - - - - - w Lu
(SEE NOTE 1) 3~~~ ~ - _ - - _ ~ BOTTOM EL. =88.0 3x1.5'= 3x1.5 z - - - -~'i
~ - = 94.0
~i ~1~ F EL = 93.5 ~ W ~/~p/~~ s n.
90.00 ,0 0
PREPARED SUB(~tADE (TYPJ ~ ~ ~ 6EOiEXT1LE SEPARATOR 57 STONENO.
SECTION A-A = so.5 (sue Nom EF A ET AT
90.00 ;P.-~, r d, = 89.0 90.E PREPARED SUBGRADE (TYP.) A BIO A
PROPOSED GROUND
E~ = s~.5 SECTION A-A SURFACE I T OTTO E = SS.O IT ' 1.5'H ~ 6' SECTION J
F ALL TO F EBAY GABI All
GEOTEXTILE SEPARATOR _ BASIN 6ABION WALL
(SEE NOiE 1) 3x3 (TO BE CONSTRUCTED PROPOSED
AFTER FORAY GRADE BASIN
3~x3~ - GABION WALL)
- - 15' 3' ' 21' 15' 6' 3' 18' 0. S.
PROFIEE DATA ~S ~g ~S 16' ~w
a SECTION B-B ao.oo P PROFILE DATA s ~ 8 ~ $ ~ ~ x ~ ~ $ ~ g ~
o+~o ~+oo
e 8.
ASIN 1 ALL
0+50 w
DETAIL
v
3
~ DESIGNED BY. DRAWN BY:
FOREBAY GABION WALL APR ~ ~ ~D~~ TBM UVRB
DENR•YVaTER4Uai,~~ C ED Y; PROJECT NO.:
'TAIL 2 't~ETiANOS AND ST6Rh~!'Al FAYETfE 09-11
D3
~ SCALE: DATE:
m a
N N .C 1 4' VERT. AS SHOWN MAR 2009
V5 7 'O 0 20' 40' 60' FILE NAME
C CD WI-DO569
N ro BOB= SHEET NO. DRAWING NO.
O 1"=20'
U MR1 - - D 33

i
rte. ~
, N N
(G) (G) n,
- ~ TOP OF BERM EL - (F) (2~ a
EMERGENCY SPILLWAY EL = (E) STRUCTURAL FILL/
FOREBAY TEMPORARY WATER QUALITY 3 3 EXISTING SOIL
(TWQ) POOL EL = (D} - 1 ~1
ECi LOW VELOCITY OUTLET '
2 ARY POOL 3 TEMPOR C I
1 FOREBAY DRAIN W ~ > v
GABION WALL PERMANENT POOL EL = C 10~ ,r ~ ~ ~
CLEANOUT EL = B {L) {M} 3 (M) ~
1
BASE EL = A SHELF

2 WET DETENTI~V ~1 ~
i~ BASIN RISER RCP CLASS III BARREL ( ) 1 1 ECt ANTI-SEEP COLLARS (K) ~ ~I
~ _ (I) SLOPE _ (J)
BASIN SCHEDULE 1. CUT-OFF TRENCH ~1LY REQUIRED WHERE BARREL CROSSES
A B C D E F G I J K L M CUT-OFF 1RENCH (COHESIVE SOIL) BERM CENTERLINE AND WHERE EXISTING GRADE AT BERM M
BARN FEET FEET FEET (FEET) (FEET) (FEET) (FEET) (INCHES) (FT} (FT) (FT) 4' (MIN.) 4' (MIN.) {SEE NOTE 1} CENTERLINE IS BELOW PERMANENT POS. ELEVATION. ~
( ) ( ) ( ) ~ ~N
+1~8 99.7 93.0 98.0 97.3 98.9 100.3 8° (MIN.}~ 18 9.0 4.2524,25 60 20 z ~v
'kBERM WIDTH =10.0' AT EL, 100.0. ~ 1 ~mr a v1 o I a
i 5'-0" I - TION ICAL S T TE T1 IN DE ~N r ~
6" I 4°-O" 1 6" DETAIL 1
~ NOT TO SCALE EC1
I I
fi- rt
I
i I ~ I
SEE NOTE 1 ~ (
a~~~s~~~
I I ( o a
( M ~ .
I I
I I a 'M
I
I I t~"~
~ I Q W
24"O CAST IRON WEIR LIP
FRAME & GRATE ~ EXISTING GROUP EXISTING GROUND {EL 95.50) 6 3„ LAYER OF X57 STtXVE

3 FLOW PA1H EXISTING GROUND (n 3
i
N e a
'a ~ 3 FT WIDE STRIP OF
N 3 SEPARATOR GE0lEX11lE
24"~ CAST IRON ~ \t .p
FRAME & GRATE PRECAST CONCRETE TOP GEOTEXTIIE SEPARATOR - IlE SEPARATOR „ 4" ~
3 FT LENGTH QF ~4 ®8 O.C. B01H WAYS ~ ~ ~
4" DIP TO EXTEND EL= F LONGITUDINAL 2-#4 ~ ~ ~
. . . . , < . BEYOND GABION WALL ..s' .~Y ~ e.. , UERTICAL 1-~4 ~ 8° 10„ I~ CONCRETE FOOTER ~
4" DIP SCREW TYPE PLUG
STRUCTURAL HDPE TRASH RACK 4 w X 2 H IXtIFICE SEI " - (OPENING s 6 } (TYP. OF 4) (3 SIDES) SECTION A-A W
~a,^ NFS: -U~j
TEMPORARY POOL _ 1. PROVIDE WATERTIGHT JOINTS ON All PIPING. u-
2. PRECAST CONCRETE BOXES SHALL CONFORM TO 1HE
:0 " 4 DIP STUBBEp FOLLOWING RE(~JIREMENIS:
d= E END WALL INTO BOX WALL A. C~JCRETE: COMPRESSIVE STRENGTH 4000 PSI,
PRECAST CONCRETE BOX TOP EL = 96.0 PERMANENT POOL (SEE NOTE 2} - - - - - - - ~ . EL = 96.0 B. REINF~CING: ASTM A-615, (9ZADE 60.
BOT El, = 93.5 {BOTT El, = 93.5 {BOTTOM OF 10„x4" F001ER) ~ C. MEE1S H-20 LOADING. „ ~ ~
R " ORIFlCE FOR TWQ POOL ~ N - - - - - - - - - - - - - - - - - - - 4 3. STEPS SHALL HAVE A 16 SPACING THE FUII HEI(#~IIT OF ~
„ . q:. 10 DRAIN (SIZE Fit 4 DIP) : WALL OF RISER „ THE DROP INLET. START FIRST STEP 6" BELOW TOP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. EXTEND RIP-RAP 10 FEET FROM END OF PRECAST BOX.

EL= D A J 111
4" DIP CAP WITH 1.5" : ~:e ~ EL. 94.5' ~ ~
RCP CLASS III) HOLE DRILLED { U
SEE NOTE 1 ( ) AS NEEDED TO 3'-4„ t'-6" 1'-6„ w o Q
q: GROOVE END of PIPE RARY P0L DRAIN DETAIL MEET EXISTING TE PO WaR
_ TOP El. = 95.5
.e.~ 3 DETAIL BOT. EL = 93.2
NOT TO SCALE EC1

EL. = 95.5' VAf ' RIP-RAP VARIES D~ = 6° RTES ~ ~
{SEE NOTE 4)
INTEGRAL EXTENSION
i OF BOX B01T~r1 J
GUIDE WAIT TOP OF SLAB TOP El. = 96:0 r~ ~ f -
CONCRETE FlLL SLOPED TOWARD INVERT (X1T) " CAST IN-PLACE EL 94.5' ~ BOT. El. = 93.0 I~ °~~~`'r~'~, ;
( A 6 CONCRETE COLLAR T
S 5x520.5 THICK REINFORCED CONCRETE BASE (SEE NOTE 3)
BOX FLOOR EL = 94.5' PRECAST CON(~EIE BOX APB ~ ~ ? p (SEE NOTE 2) ~9
COMPACTED CRUSHED STYE BEDDING I IN~DE TOP El. =98.5' ~ ~ ~~r~,~,~a~war~~oua~rrr
STEPS (SEE NOTE 3) src~~~s~~~~!vca
C 0 A~ ~ r
a
m s - . ~ ~ I~ FLAT CONCRETE UD
a RISER SCHEDULE N L
N
m A B C D E F BARN ET , (FEET) (FEED (FEET) (FEET) (FEET) (FE ) 4"9 PVC VENT PIPE NTH C STRUCI~O NOTE: 24„~ FRAME s.s. INSECT SCREEN ON ALL GONSTRUG°~ON TO DE IN ACO ACE NTH All CITY OF
. ,.a. ~ ~ ~ AND COVER INSIDE, BOTTOM AT EL 98.0 FAYETTE~LLE STANDARDS AND SPECIFICATIONS. ~
~ WDB 94.5 95.8 95.9 98.0 97.3 99.63 ~ ~
NOTES; CONCRETE PIPE ~ z
- A " 1. PRO~DE WAlERilgiT JOINTS ON ALL PIPING. (18 A_A Q 6" 4 -On ~ 6„ o
~ SHALL CONFORM TO THE FO1L0417NG REQUIREMENTS: ~ 2. PRECAST CONCRETE BOXES 5'-~" SAFETY NOTE: DESIGNED BY: DRAWN BY:
t A. CONCRETE; COMPRES~1~ STRENGTH 4000 PSI 18"~ RCP FROM BLO(~ AND COLLAR SCHEDULE I TBM WRB
B. RIJNFORCING: ASTM A-615, GRADE 60 BASIN (SEE NOTE 1} THE CONTRACTOR IS SOLELY RESPOSlQLE FOR SITE SAFETY PROJECT NO.:
m C. MEETS H-20 LOADING. S (FT) T (IN)
3. BASE MUST BE PHY~CALLY ATTACHED OR INTEGRATED INTO THE DESK! OF THE ANTI-FLOTAII~J BLOCK 3.00 24 RISER STRUCTURE. PLAN ASOCfATED WITH THE WORK UNQE TINS TRACT AND FOR FAYETTEO~.,,
a ANII-SEEP COLLAR 4.25 6 Cn~PI IACF 1MTH AI I FFllFRAI _ STATE AN(l I nCAI NFAI TEI ANI3 scA~E: DArE;
® ..r D .....ro nn. rs.r. .w .~wa ewn~ rw®v
WET DETENTION BASIN RISER ANTI-SEEP COLLAR/ANTI-FLOTAl10N BLOCK SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING ASSHOWN MAR 2009
LOW-VELOCITY OUTLET BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE FILE NAME
DETAIL
NOT TO SCALE DETAIL DETAIL OCCUPA11ONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). WI.DO564 SHEET NO. DRAWING N0.
UCJ NOT TO SCALE E1
1

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