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\ ~ ~r 5 STANDARD. DETAILS
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RACTOR RESPONSIBLE TO ESTABLISH j' CONT 1
F RE BEGIT~`1ING TEMPORARY BYPASS BE 0 i 4~ A OA 4 i _ t ~ 5S
{ } ~
CONSTRUCTION WITHIN STREAM BED. ~
j' - uc ! r~ ` },1
TRACTORWILL AVOID UNNECESSARY - - 2 CON - i~ 99
i~ ; RBANCE TO STREAM BANK ; ~ ,h-= DISTU , / ~ ~ mot'`
~ ~2`
PARTICULARLY TO THE EXISTING RETAINING % ~ ~ ;r!4 r
TRUCTURE ON THE.. PRIVATE PARCEL TO THE S ,
SOUTH
`ti j ~
MOVE AND DISPOSE CONCRETE SLABS AT ~ . ; ' 3 RE h ~ CS:S
4, r~; ~E~VIOVEAN DISPO~~ SELFCTED,~~ES ~ ~~°~a
OUTFACE ' ~
4 LEN TREES i REMOVE AND DISPOSE TWO FAL ~ ~ , / ..CITY PROPERTY ~ ~ ~ ~ `v ~ ~
, , .DOWNSTREAM OF OUTFACE s, ~ ~ ~ i7 \ 1 f ;

NO ADDITIONAL TREES WILL BE REMOVED ~ / yJ
i ; %'e 1
WITHOUT PRIOR CONSENT BY THE CITY ~ ' ~ , % ~s'
ENGINEER. / i
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f ~~/j. J~`y~------~ ~ ~
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1.CONTRACTOR SHALL VISIT WORK AREA SITE 0 S;,
FAMILIARIZE THEMSELVES WITH THE PROPOSED WORK. ; j ~ ~l ~ j,. > ~ ~ i' _ ~ ~ ,i s'~,
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM = - / ; ~ ' i
.THE BEST AVAILABLE INFORMATION AND ARE ; - / ~ ~
APPROXIMATE. IT IS THE CONTRACTOR'S % ,e,~
; / / j / JJ/ / ~ i
RESPONSIBILITY TO VERIFY THESE AND OTHER _ _ - ~ i ~ - ; : ~ ; ; ~ I c ~ s
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY ; ' ' ii/: i. / / / ~ ~ ~ ~ ~
UTILITY LOCATION COMPANY ONE CALL UTILITY - ~i j ~ ; i t
~ /j LOCATING I-800-632-4949) FOR UNDERGROUND _ ~ I f I - _ / / i
LOCATIONS AT LEAST 48 HOURS IN ADVANCE. r.j r s' ~ ' 1~ >
/ r , °~e y ~ ~ - 3. CONTRACTOR IS ADVISED THAT STONEBROOK PLACE IS A ~~~~r ~ s ,1 ; r; r~ j
j t .,,._,j ~ ~ y ~ ~ r
PRIVATE STREET. t i ~ ~ ,
R HALL BE RESPONSIBLE FOR % i` 1 / % ; - 4. THE CONTRACTO S / . , , ~ ~ j' i~ nyf d t /
PROTECTING ANY EXISTING UTILITIES AND REPAIlZING ~j r j,, ~ ~ ~ i ~
r~ i ~ i ANY UTILITIES DAMAGED DUE TO CONSTRUCTION TO i ~ ~ ~ J t ! t` i f j
71r ETTER CONDITIONS. THE CONTRACTOR ~ ~ " f ' % EXISTING OR B ~ ~ ~
R PRIOR TO ~ : r r /
SHALL ALSO NOTIFY EACH UTILITY OWNS ; 1 ~ I ~4 r< i i r' 7 ~ i ~ 7~ : ~ j'
KFILLING ANY UTILITY CROSSING SO THAT THE ~ ~ ,r i'!l t' r~ BAC , ~ t r j ~ it 1 ~ / 1 ~ f i his ~ /
OWNER MAY INSPECT THAT UTILITY. . - j t r ~ i r ~ , / % / i ~ 1, 1 ~ ~ ~j
5. PROVIDE EROSION CONTROL PROTECTION FOR ALL ,U/ ' ! I i ~ ~ ; , ~ j / ~ , ~ 1 i J r i r / / ~ ~
DRAINAGE STRUCTURES. ,i , % ~ j ~ ; ~ ,
j~i/~'~~ ~ i i%
,F j ~ ~ , / i `/f'/ ~ r~ ~ ~ 1 ~ i i
i ~ ~ M J ~ / r
_ LEGEND ~ ~ , i / &:l ~ ~
/r /i ' ~ ~ i ' ~ ~ ~ /
SAS-~-- E~fST~CrLD,~:RGROUivDGAS / ~ ~ / ~ ji //`~t~3~j 1
`tile' EY1STfNG L.~iDF,RGROUND ~3'AI ER , / ~ ~ , / / ,,.J,,~' / ~ , ~ ~ , i ,
SS EKfSTINC~ SANITARY Sf;~~ GR ggp,,,q ~ 5 ~ , ~ ,
- SD P~£fS tf>~i£i §'IO#.t~i SE~~'~,R _ / i
iU~ ~ ~ i ~ ( t ,ri" r`,~ i /j ~ 1 j
J E~fSTlfi SANITARY SE~`ER i~1t~~HOLE / ~ ~ / % / i ~ / ~ r ~ 1 ~ ~ j'y ~ ~ ~
/ i i i ! i i sI r r ~ i t 4 ~ / / ~ E~fST~O~ S ~~~RM Sk ~+~ER ~1.AIvElOI,E % ~ 3 ~ l ~ / ~ ~ P i ~ ~
~ / ,i i i 7 } ~ / / s ~ 9~ ~ i
EKISTIi`dt~ CA ICf-[ BASP~ ~ i / ~ ~ a ~ ~ ~
7w' ~ r 1 tk~w i' / ~ ~ % ~ ~ ~ i % ~
n,,,~ EA'15TfI~C 4>?A1'ERVALtiE / i / / ~ / i i( ~~''f ~ /i
s /t i f ~ / j,~ ~ J ~ 5~i~ ET,ISZ I~0 6VATER V~~LVE
j j " , / ,p ~"7t / , / ~ i i
E~~TfNO P01v~ER POLE ~ j ' ~ j / j / / .i%~l . /
r ~ ~ ~ j ~ ' / ! - -a~ L-'~fS"ffN(,TREE ~ ~ ~ i % j r' ; % /
~ i / ~ / ~ ~ i ~ / ~ ~ j ; / ~ ~~r / / r r
_ EXISTIN£~ CONC°fZETE CEs~ A>~D f t~TF~R ~ ~ / / ' % ~ ~ j:~ ~ j jj / i i~ / ~ ~i I
- ! i j ~ E~~fSI1~;0COL~CRETE i ' i ~ / ~,+ti~ / , ~ /j'
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EXI,S"C'fNCt CHAD Lf~3KLEPvf,E i i / i / % / . ~ ~ ~
/ ~ / ~ ,i 0 ~ 3 4. i .,,x e i y~,/ / , / ~ ~ a - ~ j /
EXfSTffVG Lt(iH`I P(tLE ~.i / j ; , i ti ~ ; s ~ i i~ / E
PROPOSED SILT FENCE _ ' " / ~ i ~ ~ i ~ ~ ' ~ / t~ I j~ ; ~ i / j / , r j ~ , / ~ , / ~ ~ ~
/ / ~ / ~ i' r ~ / j ;j
PROPOSED CONCRETE CURB AND GUTTER ~ ' i ~ i ~ / / / ~ I~
PROPOSED STORM SEWER MANHOLE ' ~ ~ ~ ~ ' ' / ~ I ` D / ~ ~ i
O ~ ~ % i / ~ / ~ j j / r' ~ fj, j ~ f'
i i r` s` r PROPOSED CATCH BASIN / i i' ~ ;j` i ~ r 1" ~ ? ~ i" % j' / i ~ : ~ / , ; 4r ;
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DES ifiL ~ ` t1 NOTES: _r 11 9 ® E~€5~"ii~~ ~C1~i3tT}:~~5 c~ ~E~°l~J~.I~'~Cit~
DRN CSA 7l~ktf~9
STONEBROO OUTFACE IMPROVEMENTS 000
CHK 00000 VAN STORY HILLS SUBDIVISION ~~z ~ '
REV REV DATE DESCRIPTION OPER
APP REFERENCE: ~-Y F k '?Ss ° jl 'i{~}r ~ R c ~ 7 ~?iy~* [ T~p~;~{!p~pJj~ { y „ p~{ j~ d r 7 t~ C ~i i, ~ ~i.~3Y..7r'. ~~~~~7k,~S: .C:"Yr{~i .~V45. p tY €(1[ dJ'~dli. L'Le1..71.ik71~'6IA.~~Jy «.4P9~T
DRAWING N0. CAD:
PR01. MGR.
433 HAY STREET FAYETTEVILLE, NC 28301 I DESIGN BY: J. HL AWN BY: CSA I OF 5
OPER. PROJECT NO.

~.,`f..~,. i ~ i g i ~ 1 ~ ~ ~ ~ E y~
E y r tee'
o ~ ~ d wire mesh com ents ~ 3 x6 x1.5 PVC-coate
filled with Class B Rip Rap ~:i'~~'
~ v
~ - - / i' ~ i,
fir- ~ ~ -~k~~t ; % r , ' ~ INSTALL 10'x6'x10' JB PROVIDED $Y CITY ; ' ; 7
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BLE , tia ~ ; ~ y S, f` M
TR . ~ ~ RIP RAP STABT[,IZATION ! ' ~ s
I E IN° PIPE T ~ STRUCTURE NAME. DETAILS. PPS SOU i t i~ t ~ j o \ i t w _ _
- / i / ~ i ; 1 ! 1 7"
/ ~ % ~ f ~ ~ ~ 'g A - ' ~ ~ ~
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PROP 10 x6 x10 DI BOX RIM 136.03 PIPE 1 PIPE 2 ~ ~ t i ~ i,~ ar' ~
SUMP =122.3 ~ ~ i' a~ ~ il~ ~r ~ 2f0©
% ~ f. i ! ~ ~
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RIM =132.48 A ~ PROP 79x66 HDWL N ~ _ PIPE 2 ----,a / ~~~(~I7-C~1~Yir'PilrL 2 3 f t ~ ~ '7C~i}~
2~
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r--~ ~ t .STABILIZATION J j~ ,J` ~
I. CONTRACTOR SHALL VISIT WORK AREA SITE TO FAMILIARIZE ~ 's~------1 ; ; ~
THEMSELVES WITH THE PROPOSED WORK. ~ ~ , r---~
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST ; _ -i.~~ ; , , a' 4 OO~I;F - 54r~ R~P @ 0.79/0 ;
AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE j ` s t
i p CONTRACTORS RESPONSIBILITY TO VERIFY THESE AND OTHER r ~ ~ } 1,`
/ - i UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY , ;~'t~
LOCATION COMPANY ONE CALL UTILITY LOCATING (I-S00-632-49 9) ~.v `~.~r~~~,;,~ ; F~ '
FORUNDERGROUND LOCATIONS AT LEAST 48 HOURS TN ADVANCE. ~ /
~ 3. RELOCATE WATER METERS TO A LOCATION WITHIN. THE RIGHT-OF-WAY, / l
AND A MINIMUM ONE FOOT BEHIND THE CURB. ~ ,.,,,,,,,,rte ~en`uer i .8.00 LF - 60" RCP @ 4.09% X~
4. WHERE ASPHALT IS TO BE REMOVED, A CLEAN, SAWCUT EDGE SHALL BE , % w1Tx wlrrrcwALls ' ~ WALLS _%r
' 6'x9" PVC~coated wire mesh com artments PROVIDED. THE HATCHED AREAS SHOW THE MAXIMUM ALLOWABLE X12 x ~ ~ . ,,:,a, t`
! filled with Class B Rip p LIMITS OF ASPHALT REMOVAL. NO ADDITIONAL AREA SHALL BE
.ALLOWED UNLESS APPROVED BY THE ENGINEER. ~
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY ~l _ -
EXISTING UTILITIES AND REPAIRING ANY UTILITIES DAMAGED DUE TO _ --a ~ -
BETTERCONDITIONS. THE CONSTRUCTION TO EXISTING OR
RACTOR SHALL. ALSO NOTIFY EACH UTILITY OWNER PRIOR TO CONT
BACKFILLING ANY UTILITY CROSSING SO THAT THE OWNER MAY
INSPECT THAT UTILITY.
6. PUBLIC WORKS COMMISSION WILL HAVE RELOCATED WATER METERS
AND MOVED POWER POLES PRIOR TO CONTRACTOR BEGINNING WORK.
7. PROVIDE EROSION CONTROL PROTECTION FOR ALL. DRAINAGE
STRUCTURES.
3'x6'x1.5' F LEG 3'x6'x1.5' PVC-coated wire mesh compartments
filled with Class B Rip Rag
EXtSTi\'•G UNDERGROUND GAS INSTALL 10'x6'x10' JB PROVIDED BY CITY
- - EXIST[NGUPv'DEftGROC~D~~~ATER
- EX[STLNG SANITARY' SEtVER
PROPOSED GROUND SURFACE'`
EXISTIR!G STORIvI SEt~`ER
EXISTI~~;G SANITARY SE1VEEt b4ANHOLE PROPOSED GR UND S ACE.

EX[STING STOR!ti[ SEt~?ER MANHOLE i/ 77.55 ~F - E~. 5~1" RC'P ~v10.79°/u
E.x~s~rlNG CATCI~ BASL~€
• EXIS"IING E~'A"IER VALVE ,y
EXISTING MATER VALVE
EXIS"PING PO'S`ER POLE
h EXISTING FREE - - _ - - _ - _ - - - - _ _ 4,00 LF - PROP. 54" RCP @ 0.79%
- - - - 12'x6'x9"PYC-coated wire mesh c = EXISTING CONCRETE CttRB Ai~? GC~~["I'ER o eats
- - filled with Class B Rip Rap
- s-~ EX[srINGCONCRETE 8.00 LF - PROP. 60" RCP @ 4.09%
E?iISTI~;G CHAIN LINK [ENCE
EXISII~3G LIGHT POLE
PROPOSED SILT FENCE
PROPOSED CONCRETE CURB AND GUTTER
p PROPOSED STORM SEWER MANHOLE O 1+00 2+00
PROPOSED CATCH BASIN
DES :11-[I? 211,~tI9 NOTES: • PL,~,1~1 ~'~I) FRl`3F1LE VII1W F~3R:
DRN CS<4 2R`4~ STONEBROK OUTFACE IMPROVEMENTS
CHK 000
°00~,°z° VAN' STORY HILLS SUBDIVISION
REV REV DATE DESCRB'TiON OPER
APP REFERENCE: sx~~~~ No.
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CHK °,°~z° VAN STORY HILLS SUBDIVISION
REV REV DATE DESCRIPTION OPER
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DRAWING N0. CAD:. .~~~I~~~PI~?~ be I?'4't~''F~?+iS`1`~wl.il:3`13~l'. ~~~`'.~'i=%r1~`~TtF~~,4'~ ~r~~eSI.Z.Ett~°'Xi7"3: 1~'~J7'`lf?~Ck1t,T", q'
PROD. MGR.
PROJECT NO.
OPER. ( I 433 HAY STREET FAY ETTEVILLE NC; 28301 I DESIGN BY: JHL DRAWN BY: GSA I OF 5

STANDARD CATCH BASIN
POIArDS (TYPE - E)
SPEEIC. ~ 00 C E F G PlNif xF,wxw.9aR~10x5 T l A
rox ~ ® CiASS ~ 42 C 8~ 801 ASTIt C76 521 4 451 4617 4 5 47 46 ? SR ~ ~ ~ ~2 t~ 6 r v. W, w: x, x, x, D E r wr. III N V ~ 2 ~ ~ N.T.S.
~ ~ 1z•ts s• r s'-z• s'-5' t-3' s-r 1z• r-r r-9• a feoD C~ ~ ASl'M C76 591 4 t 51 5y t 4 53 3 52
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r sa• 4-e' e'-4. 2'-4 4'-9• 12• z'-Y 3'a• ~ 3100 54 C64 8 1226 01 N V 662 44 57 ~ 58 ~ 4 ~ 5832 5832 ~ se° 4s• s-e• a-to• s'-Y s~-e° tz• z-tr +s 55DD AS1M C76 t 3 1 t~ ~ ~ 2'-11 3/4"
~ ~ a'-r fY-~ s'-e' S'-e' tz• s'-4. 5a• +s ~soD 60 C6~ 8' 1486 732 4~ 63 64 ~5 416 65 32 65 ~ ~ t~ 32 SR , 8
PLAN 1tALL SECTION 'at e'-a• 1s-+• 4'-s r-D' ts• s'-~• 7'-5' Sv fa9DD 4 NI N V af' B'-0' 13'-4 9-5' a'-C z7' 3'-4' Tdi' SP 10000 r ~ sR 2 3~4„
66 C7 8 /12 1791 C7 80~ 5 71 71 16 51~ 71 $ 71 ~ SR DI N V 2 w, D 8°
f ~ ASTM C76 1 g 1 ii 78 1 7~ 7 72 C7 8 /12' 2052. 877 5 77 32 771 5 f& $ b ~ ~ e ~ c~t+ow. xDHS 4 HI N V
9. NL CONCAEIE m ~ ~oOD PSI NM.
2 Af]~WIENf SIEEI 91N1. YEE( A5111 815 IaDDE 60 MaI Y Iw7. 0 o CUJAFNCE A A ~
i 3. CHRxfER Ill El0'OSm E0CE9 3/4•.
~ 4. PRECRSI KlDwRI1 UNR SH4L DE ORIHFUUY POSIION® ON 11iE PRIPRREO i0UN0R1gN RIO P0'E DuERIED 8DD HERDNRIL OR HFlDWNL
5U0 OVER PEE RIO CHEC031 Fl1A NJixBIEM. 5. PPE SHRLL 6E 6a0UlED 0D0 NERDWRLL WITH CEiENID0115 MQERP7. rn
N 8Y LONIRRCOR. BOONC AGENT wa eE USED ~ RE00. a aNE slue ~ ulwN 9AG10D1B1G RIO cavRAlDrt m Pl~VENf ®.1100"1' ~ 0$ 7210 YAT HB 12ET) 1Y HB 12E'1')
aaut~ uao NRAfPIN ux;flaGNr. WNOIt GW1A0E m nE uar NRr eE aEP Ws ~ 5. ~ 8Y COND3'lr10A WfEN PESNDIED 6Y ENGMFFA ~~~p ~
7. RFINF0RCE118Nf YAA&S WiDI SG9i OF UND, iVAW1 011 R NT ELEV. SIDE ELEV. & N0~ ~ sw~s " ~ SPEaa~ - r
F o L P1~$T1C TgP~ a w. ar~~sas RaE nola~a. $ 'i~`°
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GncxEtraN9 t ~ ~ # i { NCDOT CN4 DIG~EDBNC pV610N I ~ REINFOA(~D IN ArrC0A0ANCE t- ~ 433 HRY 9f. 28301 ~ ~ e! of Efi WIIII NM~l1CA8lf SPEC~A'ii~S a ~ 1 3 4"
~ s t [phone] ~ 1 ~ i E Bull ENpNEFR~IC WV~ON / ~ xar st. 28301 1 1 /2" 5 8"
_ PRECAST CONCRETE
-a SEAI)RALL .SYSTEM ~ ~ I ~ j TT t i2 THRU 72" PIPE ~ ~1_ f r urT Hates sTaHDAHO off Rs a1DwED REIIVFORCED COl REINFORCED CONCRETE SEIPER, I I
S S-~ ECTI~N WING & WALL SE TION N.c.PROnvcTS coRR 1 ~ ~ S'Ep~''~~ STORM DRAtN , sroR~ DRAIN AND CvrvERT SECTION - B B PIPE (42"-72") ~~.Jl.l~-~
DAE 4 4 OB ORhWN 8Y CSA ~ PIPE (4i DR-25 a ~ zoos osawN er c.w. 2 1 /4"
CAD FlLE : PR CASHW SCALE N.T.S. CK'D Bf JPB _ DATE 325 2006 Df E N.T.S. CK'D 8Y C.h ~
CAD FlLE : PIPESECT N.T.S. CN M SECTION - A A
' .

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DES.. NOTES, • DETf'~LS Ft7R:
DRN
CHK e PROJECT NAME ooD
o~oo LOCATION ~sz
REV REV DATE DESCRIPTION OPER
APP REFERENCE: ~~g~~ ~ ~y~r s ; ?Y~, f ~ ~C~i,E: ~®T TO SCt~LE I}~TF: FE~~~ARY 5, 7t1fF}
DRAWING N0. CAD. PROD. MGR
...-.a,l,,, sr er nn n.i nay. nn n
PROJECT NO. 433 THAY STREET FAYETTEV€L.'iE, NC 28301 ur,:M"04 tsx: iaa. ~ ~ac~ra~; psi QF'i
OPER.
N.T.S