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OWNER: TOWN OF KNIGHTDALE PROJECT LOCATION M PO BOX 640
)N MAP INDEX OF SHEETS
KNIGHTDALE, NC 27545 =1200•',- PROJECT LOCATION # 1
MASIER PLAN ...........................................................SHT 1
FOREST DRIVE -PLAN do PROFlLE ........................SHT 2
VILLAGE DRIVE -PLAN de PROFlLE ........................SHT 3
Mayor Jeanne Bonds FOREST DRIVE -CROSS-SECTIONS SHT 4-5
town counci~ : Mike Chalk WITHERS ~ RA Jetf Eddins RAV E N E L VILLAGE DRNE -CROSS-SECTIONS .......................SHT 6
PAINT STRIPING & SIGNAGE SHT 7
1 SURVEYORS PROJECT LOCATION #2
Steve Meadows ENGINEERS I PLANNERS 1 SUR
LYNNW000 DRIVE -PLAN .......................................SHT 8
Tim Poirer 111 MacKenan Drive Cary, North Carolina h Carolina 27511
DETAILS & NOTES
Town Manager Gary McConkey www.withersravenel.com com STANDARD DETAILS ...................................................SHT 9-10
Fax: [phone] STANDARD DETAILS, ADDI770NAL DETAILS/NOTES.....SHT 11
D..h 7 : n Wnw4~ /1~ n Qaa~l A 7 ov9nrlar Tel: [phone]
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- ~ I I I PROPOSED MAJOR ItEMS OF WORK ~~IIIIII 'v3
ON I:ORESt DRIVE ~ VILLAGE DRIVE INCLUDES:
i w I . _ _ ~ _ • PAVEMENt REMOVAL ~ REPAIR Revisions
• 6tORM DRAINAGE lREMOVAI ~ IN3tALLAtIDN)
I I 1 ~ NCDENR-DWQ BUFFER • GURB ~ GUttER (REMOVAL ~ INatALLAtION) - RE uIREMENTs
I I • SIDEWALK INfitALLAtION REVISED STORM
,I ~ I. DRAINAGE LAYOUT
® I A I • WAtER ~ SEWER SERVICE IN6tALLAtION NEW COMPANY
PROPOSED STORM ~ I ~ I I • RA13E EXISt. MANHOLES, VALVES, CLEANOUtS, t MEtERg - -
DR~41N~4GE ITYP) , . w I • PAVEMENt WIDENING ~ RESURFACING W/WEDGING
I ~ a I • PAINt StRIPING 4 SIGNAGE
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RIP RAP JORDAN'S GONStRUCTION
- ND ANDSGAPING ~ ~ ~-FILTER FABRIC cuEDGINw IDEIUAI ~ 2s' ClA7D 2s' dlRC ~ GUTTER /GUTTER 4..
[XIST. FF DEPRESS RIPRAP INCH OWUNE. UNDEYFLfr ~P~D SWALE AT PIPE STORAGE UTLET W/CL B RIP RAP V~YH ~p•~n ,p•/n ,/+•~n +~zyn ~ UNDEYEL r ~
DITCH 5 ft INSTALL FlLTER FABRIC (FF) PNOtO CHEMICAL PROPER TY LL WORK TO BE INCLUDED IN LINEAR FOOTAGE FOR *2~1 eAgC- - *s,l aAClc- O a~ PROPER , ~ sLOPE ~ ~ gLOPE ~
RIP RAP SLOPE PROTECTION DETAIL SYStEMB, INC. FOR BASE OUTLET DITC W/ CL B RIP RAP ExigT, -vim S^ ABG Pvnr. W Lf)
ALL WORK TO BE INCLUDED IN LINEAR FOOTAGE RAISE MH FRAME t COVER TO PROPOSED GRADE. INSTALL I" COPPiE 5' ?ID UkDENMG IIUIDTH VARIES) AR£A6 MAY HAVE EXISP. PVMT. AND , FALL I COPPER WATER exisr, c+a ~EYaac THE rww c+o N
FOR CL "8" RIP RAP SLOPE PROTECTION T!E INTO EXIST. MN W/PROP. STORM DRAINAGE SILT FENCE fTYP) SERVICE WiMETER 2VICE WiMETER 60X (Tl'P) exlSr. PAVE ~rrr ~rlova. **REravE a.~ Exlsr. c+G aND Exlar. ~ ro
PIPE AS SHOUT) AND SEAL WMON-SHRINK GROUT. t TAP. SEE DETAI REMOVE ALL EXIST. UPSTREAM PIPE t STRUCTURES LE RAND GRUB WOODS TYPE-1 P VEMENT 4P. SEE DETAIL. MID-ATLANTIC ~ PVMi. THAr ExTENpB BEYOND NEw cAG ~ ~ oR eEE * * eElau ~ o
MULtI-USE AND RETURN FRAMES t GRATES TO OWNER S ECESSARY WITHIN R/W REMOVAL t REPAIR INSTALL 4" SCH. 4 BALL 4" SCH. Ora PvC SEWER FABRICATION ~ E
IC BUILDING 1 ITYP). E LEGEND SERVICE t CLEANc OFF E coNVERT EXlsr cB s INTO Ir tVICE a CLEANOUT ITYP). x ~E - U o w I - DIY ~ . i T MH. N AL C,NMEN ~ ~ C I ~ O I V . TI INTO S E p TAIL E Ex tYP I -
STOF~f MANHOLES W/STD. MH CONS T NEW STORM MH SEE DETAIL. TIE BEGIN VERTICAL GRADE FOR TIE 15" RCP INTO EXIST. DI FRAME t COVER RAISE TO WITH P. INVERT OUT AT pE ~ 1A 1= v AND VERTICAL GRAPE o
FOREST DRIVE. STA. I+20 SEAL WM -SHRINK GROUT GRADE UUPROP. SIDEWALK INVE OF EXIST. PIPE CONC. DR VEWAY APRON ll'1'P). FOR FOREST DRIVE APPROX. STATIONS. la®To Im~0A7 ~ Z y t 10+6633 SCALE r" I®' W ro
W ¦ 36'. E CR088-SECTION MISC LLANEOUS PAVEMENT 34' AS TRICAL Wlp EXIST. FRAMES t o 3 A I NTS 1 E YMME TO ~ ~ APRON W 36 FOR 71'PI L REQU REME ON S A. Z L rS * BEE CROSS-BECTION6 FOR SPECIAL CONDITIONS TM4T MAY APPLY TO SHOULDERS ~ EWCKSLOPES. ~
REMOVAL AS NECESSARY B/C TO B/C. AT A WITH EXIST. GRAVEL ` X AyEL Ia'EMOVE EXIST. 15" RCP UPON EWGMEER'S APPROVAL, bACKSLCPEB A SHOULDERS MAY CE FIELD ADJUSTED AS NECE88ARY, UNTHM RAU Z U r
t0 INSTALL CURB t GUTTER SEE TYPICAL SECTI LEAR AND GRUB TREE pRIYEWAYS t PAVED DRIVEWAYS. THI n'PE- PAVEMENT I ~ NECESSARY WI ) S pRIVEWAY PIPE REMO EXIST. ASPHALT p ~,R,apE ALLOUJS, CONTRACTOR MAY OPTION TO RETAIN EXISTING PAVEMENT UNDERNEATH NEW CAG AND Q Dl ~EWAYS. STA I +15 TO END IlrlapGE.M ~ CEIIDEEN THE Ex181MG PAV£r~NT AND THE NEW CKs, MSTEAD aF USING Try B" A9G (ANY ~ J ~ 3
CL B R P RAP a REMOV t REPAIR CONC TE PVMT. REMOVAL ITYP EE /AL f TYP). SEE LEGENp. ~ USED UNDERNEATH NEW q,%FDING SHALL CE INCLUDED IN rNE 91D PRIGE FOR CURL 1 GUTTER!. d Q
SLOPE PROTECTION. t-' n~0°sD (NP). E LEGEND OVE AS NECESSARY, WITHIN RiW, TO m ~ nea"oe®~a neat 17R/11IG! eea+r SEE DETAIL THIS SHEET `x ~ufuaeur~r. raeewel•I¦i~e . CURBMG t DRIVEWAY APRON WITHIN RAU, TO CONSTRUCT a WI TN TO LEVEL SF'REApER: L ¦ 42fd' - ~ IEWAY APRON ul PRON D LIP ELEVATION ¦ 3185' N- m
~ t e r , neoroeec b' Haut I dt ATCH EXISTING Q10 ¦ 3Zcfe ,w,~aw.~r w, U1 G=i
, oaulAae wrrt. L1 f4C! ~ ,>p x PROP. SLOPE Al 1 ~fi , w ~ ~ eewN nel.lc >,M1 - ; LIMITS (TYP) )PE APRON W ¦ 36' ITION _ - _ _ SEE pETAIL THIS SHEET OC ~
~ ~ ~ t0 A7rD _ _ W W W W W Ri ri1T) - - K! _ - y Iy R90N W W W W ~W W 1RANSI110N TO W 7N _ - - I F, W W W IERO GRAS Q
l i ~ I Ekrgt ~ ti ~ ' ~ i t fo' 1lMI! ta6~?~h! - (iYf! - I ~ ~~,~t ~ 9t' 1 / c ifJCs I UppDg _ -
BEGIN PROP. ~ ~ ~ _ ` r T - - - - 1 " r N1 ~ I ~ - / e W v - - I I 9 i i ~~Wi i W W W ~W ~ f ~T
CURB 4 GUTTER (TYP) ivy 10'r• ~ I I~"---= ~+up ~ I Ti~e~-~--r- - ~ _ _ III - % ~r~'% uNrol~sTL1r~ED W W,~ ~i W W W ~ To+DD - ouTU:T W W L W srABWrrED Z
TH SI S. STA. I+20 1 ~Y -f~ ~ 2+~ ! ~ 6 - _ ,~~AMAMAAA I u BO DE I , .,~yc~i) r A.,a,,,,,M,,"A,,,~ I I ~ W ~ SLOPE W 8+00 , ,•~D4~ ~ W r l( ~ W W L W~' o~ s+so _ ~ _ - I' ~ W \
~ i 1 , ~ I W 7NE MATTMIG SHOULD BE A MMMUM OF 4 FT. WIDE ~ r r ~ - UNF L) ~ ~ I I W W ~ ~ Ef(IENDING 8-INCHES OVER 7HE L1P AND BURIED 01
BEGIN CL ALIGNMENT 1 p4~18-~ Y rs^r?-' /ice ~ ~ ~~~~...,SIF1n., x19T.8~wER I I X8+00 8+~ ~ I .C'~A FOR FOREST DRIVE , , p) ~ I ~ . ~ v,lQ ~ exlgr, w - d~ ~ ~'P I ~ ROOK W W 8-INCHES DEEP IN A vER11CAl TRENCH aN TN~LOWfR _ - i PEB LE W W W ~ EDGE. THE UPPER EDGE SHIXND Burr ACAIN ~
STA. 1+00 rP crr.~,,,~ , _ - x ~ ql ATER fT ~ ? 1+ r ~Xlgr+'r^~+ * f¢I 18" YP _ r «r-tTQ-• ` , I _ _ ~ W ?W SMOOTHLY CUT SDD AND BE SECURaY HETD w PLAGE I„ -.x'- ~ " ~ ~ UIOODg ~ I ~ I SUBDI~I SION W W YA1N CLOSELY SPACED HEAVY DUTY PARE STAPLES AT
T. 5 ~.>-Y,-~ rrvvrY.vr+-~n'~..,,i. _ T , I I LEAST 12-INCHES IANG. n~ ~p~WX1AI'~ _ _ BEE CULDESAG _
w 9 1-" ~.---...a- --fk18Ta2/~U~-' ~ - ~ ~ TT__DOTM 't fi EXf 1 R ¦ 201 is ~ ~ - _Tzq~ '"f~ m.~ .i ~exisT, i JIllDII.{-TO ~ - ~ ' - - la mr. cc M~-ppTFl 601A pF Dltlv! _ - - DETAIL TENS SHEET \ '-::'.I' . NIFORA SPREADING~OFSTORM RUNOFF. FOR - Cpk11UGTN7l1 EAST Og
~1 ~ ,E~1°,~'f~ ~ ~ E®WJ neGic s,~ F~W"°~` - ~ _ . ~ - -Pak ~ ~g EXI Af BEGIN PROP. SIDEWALK ITYP) , TO B/C m1 ~ tCH EXISTING ~g EXIST, WATER /SEWER gVC, MATERIAL CONSTRUCT THE IEVEL SPREADER ON UNDISTURBED APPROx. LOCATION IP I~ L NEp SWALE SHAPEp sTAPUa vARIABIE ~ (BUT NOT aN FlLL). ~ ~ 1 MI PLACE
~ ~ ~ eaeee+r k TO B/C r m , ~ STA. 1+20. THIS SIDE ONLY. ~ RAISE GLEANOUTS TO i , g5' WPDGE SURFACE COURSE ASPHA T L ~ INTO F~LL ~.OPE 6EHBJD WEIR OF - - ~ - © APRON W ¦ 3b - - - - ,
SEE TYPICAL STREET SECTION ' , PROP. GRADE. SEE CS OVE EXIST. CURB R ¦ 3g1 /C HIND PROP. CURB 4 GUTTER T ~ ~ STR. * I~. SLOPE • 4:1, SWALE L ¦ 15' a MIN ~ W • 5' q p ¦ 8" W/CL 'B' RIP RAP LEVEL uP
eo t GUTTER THIS SIDE TO B/ B TIE MTO EXIST. PAVED PARKING ` ' SEE CROSS-SECTION cRnwae WHEELCHAIR RAMP TCH LINE LOT. SEE CROSS-SECTIONS. TIE I END PROP. Slp END PROP. SIpEU)ALK ITYP) QI0 • 4.4cfe of SPREDER Seal
TYPICAL REQUIREMENTS eaeerf9+r PPING MA SI K TO G EAT THE 8 STA. 9+90. THIS . + ITYP OF 3). SEE DETAIL OVERLA 1 ~ + AT CURB TURNOUTS DRIVE SEE TYPICAL 8 STA. 9+90. THIS SIpE ONLY. END VERTICAL GRADE FOR ~ $E TAIL THIS ~~~II1111111~~~~ SEE TYPICAL STREET SECTION x FOREST pRIVE. STA. 10+15 ~ ~ ~ii,~
. 1+60 VILLAGE GRADE AREA BEHIND NEW 1 ' ~ T X S TU STA , FOR CB fl, oFFSE Bo TRUC N O, 3 CURBING t SIDEWALK FOR u1 LEVEL SPREADER L • 26.0' ~ :!ti
As NECESSARY To coNSTRUCT SEE SHEET POSITIVE DRAINAGE BACK ~a EAR AND GRUB ~ it ~ OVER EXIST. STORM PIPE. CUT a EAR AND GRUB WOODS a LIP ELEVATION ¦ 316b ~ ~ ."y :AR AND GRUB WOODS NECESSARY WITHIN RAU i QI0 ¦ 2~cfe "',°T"",•„'„
lA 1 PIPE INSI X TO STREET. ALL U10RIC TO r NECESSARY WI' ~ RAISE METER BOX t0 I~CESSARY WITHIN RNJ - ~ SEE DETAIL THIS SHEEt
PROP GRADE SEE SPECS BE WITHIN TEMP. EASEMENT. x IG : 487 ISE CLEANOUT 1 METER No SCALE ; Q;;
~ ~ a. CAR KINDER E ~ UNDEV x DAY CARE TO PROP. GRAPE. SEE SPECS Q•~ UNDEVELOPED ,9y''~ . I
1 BELL-SOUTH fu MULtI-USE PROF .N~ UNDEVELOPED R PROPERTY '%,FNTZ ~
~ ~ GENtER , OFFICE BUILDING { PROPERTY ~~~rulnn+~'' y o3
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1n £ D NORTx NOTE: i N. 'G~ ~'H - - - - EXIST. DROP INLET (DI) PROP. DROP INLET (DI) NCDENR-DLR EROSION
The existin utilities shown are re resen- ~ ' d m 9 P ~ ~ - - - EXIST. CATCH BASIN (CB) PROP. CATCH BASIN CB i ( ) - - CONTROL COMMENTS
tative only and are based on information , _ -----Q----~ EXIST. SEWER MANHOLE (SSMH) PROP. SEWER MANHOLE (SSMH) NCDENR-DWQ COMMENTS&
supplied by the respective utility owners ~ ~ and on field observation. The CONTRACTOR ~ f} o-------~ EXIST. SEWER CLEANOUT (CO) PROP. SEWER CLEANOUT (CO) - STORMWATER REVISIONS ADDED DRIVEWAY
is fully responsible for notifying all ~ HORIZONTAL CURIE DATA EXIST. WATER VALVE (WV) "--¦--N--- PROP. WATER VALVE (WV) - APR N
utility owners in accordance with NC ~ ; - General Statute -Chapter 87, Article 8, ~ ; - PI STA; 3+00.00 PI STA: 4+922'1 CO ¢~ea EXIST. FIRE HYDRANT (HYD) PROP, FIRE HYDRANT (HYD) 4 NEW COMPANY
DELTA. 26-I0-00 RT DELTA: 14-40-25 LT The Underground Damage Prevention Act l , ~ _ _ LENGTH: 196.51 LENGTH: 190.47 I JPE~i IF SEE CONSTRUCTION NOTES ON SHEET 11 FOR GENERAL - s T ORD R EXIST. WATER METER (WM) PROP. WATER METER (WM)
The CONTRACTOR is solely responsible for A'r~ s ~ RADIUS: 43029 RADIUS: X43.11 I Ht SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS ~ EXIST. TREE
f existin utilities ' ~ TANGENT: 1000 T T; 95,E KN G the protection o g , SC~1L.G . ~ ~ ANGEN 6 KNIC~HTDALE STANDARDS FOR SPECIFIC REQUIREMENTS. ® CONCRETE PAVEMENT REMOVAL EXIST. WOODSLINE
during the construction of the PROJECT. ~ ; CHORD: 194b1 Cl.~p; Igg,95 All potential confl(cts shall be located ~ SUPER: NC SUPER NC EXIST. UTILITY POLE ® ASPHALT PAVEMENT REMOVAL
sufficiently in advance to allow for ~ ~ ® added i e stora e Per NC DWQ, shortened culdesac & p p g
adjustments to ovoid interference between 1 the existing and proposed utilities. 1 ~ EXIST. LIGHT POLE TYPE-1 PAVEMENT REMOVAL & REPAIR system of end of Forest Drlve due to Neuse Buffer Issues.
Also revised eneral stormwater s tem la out to better FOR SUBGRADE STABILIZATION, SEE DETAIL - 9 ~ y SHT. 11, (THESE AREAS MARKED IN FIELD)
utilize the existing storm drainage system.
OR TYPE-2 PAVEMENT REMOVAL & REPAIR FOR PIPE CONSTRUCTION. SEE DETAIL SHT 11
W 355 ..y
355 I
W
350
350
- - - ~
345 M ~ - u 345 REMOVE ExlSr. PvMr. W TENTI Exl . WA INE Llc BEE a.aN wEw
- f'VI S A ¦ 3 ' 5 - p RLI p - - - R . sm' W gT _ _ _ ro Bic
~ I EL V . 32 .89 - - - ~ - - IPE AS NECES ARY. INST LAN _ e/c ELEV . m.,e ~i
PVI T_A_¦ - - - - - ~ _ _ - PVI E EV ¦ Pvl E ~v • 6.Si - ~ W
340 20m ' Vc • _ - - J 340 - sE,.~° 1 ~ .1
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- - ~ ~ H ~ EXI5I.~VMT. E ~
d ~ o 335 ¦ m e ~ / LL. 335 1 l _ -s..._ ~ . ~ ~
_ - - 1 M ~ _ - _ _ 1_. _ O~ - f- r ,r ~ - ~EALav:~~z~D UNCENT) _ - - 'XIS'P, ~ ~ IRAd° LMED rr a EtEY. 371.m E O -.~E
` ~ N _.LL _ - - d;' ~j ~ ~ F- J
• - ~ ^ ~ PErahaNENT W _ _ r , ! I MAGE EASEMENT a"n ~ ~y - ~
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4 330 9 m u? I W 11Mdr.H R . S0' , \ I i 0 330 ~ ~ - 1 ~
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11 \ "ti ~ m ~ I I X _ ~ _ _ _ 1 ~ I _ _ NEW RN! I I / I w
. Wq`` - - - ,r - - - - _ I I I _ I ~ ( I t I - n ~ TO M4TCN oP G!' Y hJLgT TEMP. GONSt. EASEMENT ~ I I
fV ~ / I f 325 l I 4..
3 5 - _ - - - - - ` m 2 ...1.7- ~F~ ` ~ I I I I _ p aD . ~ / / I I - - I , N
o r N I I I I I I I I n ~ 2 t EXIST. PVMT._ I I , - - - _ ue1 ~ 1 1
- - - - - - - ' - ' ' - - I - CO i II I 0611 kIV _ ~ I L I I I - - I .
/ li 0 ..R . ~5 - gxld . e° wat¢re alw~lax • - p: NOTE N EXISTI WATER WER FUCTS W1 STORM RAINAGE: III I I ~ p I I ~ ~ I I I I I EXI87 24' IaG I I _ - I wA:L. ToP 0} R4P L EIWdI! 1 - _ II " ~ ao a o 0 0 0 "o"""ooo°o °o°°"
THERE APPEARS 0 8E NO PPARENT CONFLICT TH P D S DRAINA AND --r- " II II - - 11 rl N
320 a1 THE E STING WA RUNE IS TAN UN TERMIN DEPTH. S DEP SHALL B VERIFlED BY ~ ~ ex r~~ - I ,1 ~~I 320 L
N AI LT 111 I I XX T - I I W II RN! + ~ u II r" CENTER
~ - _ - t.' DIP ~ 9' t0 SNDR ~ RAU 70 9/G
~ - - - ~ TIER ~ - I _ _ - - t d1 - - L... . _ - - ~ NTO 2" I-2
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m 315 , _ _ . _ _ -cn _ w 15~ , Q'~+.~ ~ ~ DRAWN BY RL
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a - - _ - ~ 0 ~f ~ _ I FcNVN n r Y 'r^61 N ~ (U 1 0 , N ~ r. ~ N N --6+-- _ - - ~xs s 8 ~ - - - ~ ~ - CHECKED BY JTL ~ H~' Q I-
- r - DATE ISSUED y. ` ~ ~ a ~ ` _T JUNE 2003
rn - FW
s n~ Qa .F ZZr Hm q Y z 310 310 SCALE As SHOWN } p p UJ - Ekl9t. g
-P z
W u as •a"v ° - a Q I ~ Z d1 r= r 1- r' tp r' F _ r tp ~ z F z > > > Sheet No. .4 -1 "1 A u - SCALE: 1.. 50'
L - - H - XX FXX f XX X F ' / - - - - - - F - - - - - 1- ~ H (VERTICAL = NTS)
CL - - - W ww ~ww W~ww -w ~d) U~~ u~1 ud _ _ Q
x m 305 2
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 / "00 9+00 10+00 11+00

1
OVERLgp PING
S MATCH TA. 7+p IiNE
0 FOR EST p KIND~RCAR~ RIVE 0
DAY CARS a 0
C~TItER X r\ w ~
I ~ W~AtH~RMASt~R BEGIN VERTICAL GRADE POR REMOVE EXIST. r' CONC. PVMT. REMOVAL (1'1'P). SEE EGEND. oc ~
VILLAGE DRIVE. ST 1+15 r 15 RCP W/NW EX T. I ~ REMOVE AS NECESSARY, WITHIN R/lU, T REMOVE • " = 50' ~ SCALE . 1 r
~ ISE HYpRANT T 15 RCP 1 CONSTRUCT DRIVEWAY PROM m W j ~
BEGM ~ ALI I ~ RA i=OR VILLAGE DRI I I ~ ` PROPOSED GRADE TYPE-1 PAVEMENT CLEAR ~ GRUB TREES ~ SHRUBS ~ ~ t\ ~ N
STA 1+00 PILL C ~ R . 35' CONC. DRIVEWAY I~MOVAL 4 REPAIR AS NECESSARY WITHIN R/lll OC c0 ~ ~
STA. 5+8b.98 I s A W ¦ 23' (TYP). SEE LEGEND PROM T /C ~ + ~ ~ ~ , , RAU C) RAU rK 3mID L
- ~ ~ i PROP. CURB E GUTTER 41' SYMMETRICAL WIDTH V 0
_1 Q d + ` ITYP) BOTH SIDES B/C TO B/C. ON CU t i ~ ar ' _ TRANSITI RB 3B' ~6ID' 2mB' 205' eD' ID ~ U
" I ~ ~ SEE T`r'PICAL SECTION TT INTO EXISTING : --`~y~l&; CsU ER ~ ; -,.Faau~ BOTH SIDES 1CNIGHtDA1.~ 2"I.2 vAR.DEPTHHB EXPAN. * ~ ~ ~ (WEDGRJG) JONt SA 3® ~ Z N
~ ~ >7 - e~ i` ` x~ REMOVE EXIST.v 8U81N~a3 GENt~R IDE m , ro L
- E ' ~°\~r\ a ~p r ' - i - or 12 tip il- ~ t-1R GUi'1'ER 4° Ri i
i ~ ~ kl ~ E 8T, lU Exi ` ~ ar 1+ I; x 'Nq ar.~~.~~` .,:.e~~ - .TIMBE + T 1/4'/R ~N'/R t/4/R ~/Y'/R Z U * ~r~:~::-~_Y_..~~m~:~z~~~.~.~x::m::,:c,a _,,-"i:'~"P *Pe1DAdC- ~ y
~ 1 1 ~ R ~71NJ` ° ~ ' ~7'}A _ rt-:._ _ -ENp OF EXIa i~Ul 2eI BACK- SLOPE J > 3 ELOPE EXIST. Cw
1 I 5„ REMOVE ExlBT. cw Exldr. G.IG var~lcs._ ~rv~,_/ d Q AL.ONCa 1'NI8 5147E BONE A!E£A6 NAVE. Ex187. PVM7. ANU I l1YP) REMOVE EXIST. Cw Exier. cw e,Era~ rNE NEw erg
~ ~ YOR -tia, -BEGINNMG OF ~XIBT GUR6 k CrUTTER Dcrot. 4 ~ Z•-WW. _ I THIS sIDE ~ ~ I r 11` C ro
r n P ` 1 1 1 ~ ~ II I ~ S" HB WIDENNG (WIDTH VARIE81 ~ REMOVE ALL EXIST. Cw AND EXIST. ~ Y i~ EXIST. PAYEMENT REMOVAL . THAT EMENDS BEYOND NEW Cw ~ U
,
1 ~ -b AS NECESSARY ~ SEE **BELOW W ro W ~ O
- RIvE ~ ~ d 8 Ci ~ M r M
~ „ , RE~t x I OYE EXIST. CURB \ ~ f , ' ~eR+~...~% w
~ ' ( t GUTTER THIS SIDE neabeec '"-------t¦xter. 1 f ~ z ~ * * C1'IDN ~IL~
1'~ ~ i ~ ~ ~ ~ 0 XIST. STORM eAeerar I - _ ____r u>oo>as W ~I~ TYi~IC ~
I! REM vE E r t'~ ' r DRAIN PIPE ANp ALL i o APPROX STATIONB~ idS TO'1~2m (VILLAGE DRIVE) ~
O i UPSTREAM PIPE. r `I'h. ~ , PROP. SLOPE I ~ SCALE I" • Im' ~
ST ~~P LIMITS (TYf') r II ~xr q, P/ ~ ~ , I !t a 4~ NG ~ , ~ I ~ ITIONS THAT MAY APPLY TO SHOULDERS 16ACICSLOPEB. ~ I ,~1. SEE GROSS•SEGTION6 FOR 61•EGIAL GOND
50 M X ~ NI HtDA I q r K ~ _J '~p~ ~ UPON ENGINEER'S AF'I°ROVAI, BACKSLOFEB 1 &IOULDERB MAY BE FIELD ADJUSTED A8 NECESSARY, WITDM RAU ~ r•, (11 IF GRADE ALLOWS, CONTRACTOR MAY OPTION 70 RETAM EXISTMG PAVEhENT UNDERNEATH PEW Cw AND
SF FO C 1 ~ WHEELCHAIR RAMP (TYP) r ~ F R N ~ S FS C/ pEMOLISH ANp i~MOYE EXIST. SEE DETAIL ~ BUSINE~ C~Nt~R I NF r NE ~1~~ r 1 Y ~ WEDGE-IN PIlS BETWEEN THE EXIBTNG PAVEMENT AND TPE PEW Cw, MSTEAD OF USING THE 9 ABC. lAN P18 . - 1 GUTIERI. {I L~ USED uNDERNEATH NEW CURBING SHALL ~ INCLUDED M T1~ BID PRICE FOR cuRB
FT ~R ASIN AN DROP INLET role I ~r ~ ' p No !~F carcH B D ~ OP D)
RETURN i•RAMES TO owNER °~D~"'~~N°,~ IuNDE1lE1. E . 2 ~ TYPE-2 PAVEMENT ' REMOVAL ~ REPAIR u r - I - -r.~.--
Ml~l.tl-u~E (TYP). SEE LEGEND n' I ~ Sea t " ~ g1'R
x ~ ~\f _ ~ ~ OFFICE 8U1l.DING
END PROP. SIDEWALK (TYP) , STA. 5+20. THIS SIpE ONLY. 1 N _ 1 ti
~ SEE TYPICAL STREET SECTION r I r IF- ~ ~ 't . . ,C~ , _ _ ~ i -
, I ~ ~ ~ J
W Q xlsT, pit, I f~ 8
~ - __...._J F
~ ~ t00I.ING 1 r~ d1 .,~1 ~ n I - ' - EXIST. DROP INLET (DQ PROP. DROP INLET (DI) ~9 ; • Q'
O x `k`~,~ Uk90[78 I I - - -erc- - - EXIST. CATCH BASIN CB 1 ~ ( ) PROP. CATCH BASIN (CB) C~, //,FNTZ ~
rr I EXIST. SEW;=R MANHOLE (SSMH) PROP. SEWER MANHOLE (SSMH) /~iItIIIItIt~Z~ ~3
v i I~ I ~ v--•----- EXIST. SEWER CLEANOUT (CO) PROP. SEWER CLEANOUT (CO)
x 1~ EXIST. WATER VALVE (WV) PROP. WATER VALVE (WV)
a II I I EXIST. FIRE HYDRANT HYD PROP, FIRE HYDRANT HYD ReVISi011S ~ ( ) ( )
~ Il ~r-----~--~ EXIST. WATER METER (WM) PROP, WATER METER (WM) NCDENR-DLR EROSION
w E PRO-31CrtN I ~ I~ ~ EXIST. TREE t0- - CONTROL COMMENTS ~ ~ ® CONCRETE PAVEMENT REMOVAL NCDENR-DWQ COMMENTS
~xlsr~sm +~ORIZONTAI_ CURVE PA7,4 i~,as~rlENr f
NOTE; I ~ ~I The existing utilities shown ore represen- I eTA: 2+10D0 PI STA: 3+90.97 II y DOJANC~LE3 ~ri~ EXIST. woODSUNE - - 3 STORMWATER REVISION EXIST. UTILITY POLE ® ASPHALT PAVEMENT REMOVAL NEW COMPANY
tative onl and are based on information P I R Y DELTA: 09-40-35 RT pELTA: 12-51-04 LT I I I URANt ~ REgtA - SHEET BORDER
supplied by the respective utility owners LENGTH: 80.21 LENGTH: 79.11 ~ and on field observation. The CONTRACTOR II I-'~ ~ EXIST. LIGHT POLE TYPE-1 PAVEMENT REMOVAL & REPAIR
le for notif in all 8~~.~-SOUtt•I RADIUS: 415.00 1sADlus: 350.00 I Is fully responsib Y 9 TANGENT: 4021 TANGENT: 39.13 FOR SUBGRADE STABILIZATION. SEE DETAIL - ~ - SHT. 11. (THESE AREAS MARKED IN FIELD)
utility owners in accordance with NC I ` \ a Statute - Cha ter 87, Article 8, CHORD: 80.12 CHORD: 18.95 11 Gener I p SUPER: NC SUPER. NC I _ TYPE-2 PAVEMENT REMOVAL & REPAIR FOR
The Underground Damage Prevention Act III _ - ° OR pIPE CONSTRUCTION. SEE DETAIL -SHT it.
TRACTOR is sole) res onsible for ~I~ ~ - - The CON y p -
the protection of existing utilities CON~tRUCtION NOt~a ON 3H~~t 11 FOR GENERAL S6
during the construction of the PROJECT. f Ct g ~i FICAtI0N3 ~ - M PE - '-~,w-- All otential conflicts shall be located I~CIFICAtI0N6. REFER t0 PRO ~ , Per NC DWQ, shortened culdesac & added pipe storage
p to allow for tQJ sufficiently In advance KNIGHtDALE ~tANDARD>~ FOR °~CIFIG RE UIREMEN system at end of Forest Drive due to Neuse Buffer issues.
..~x+sT; adjustments to avoid interference between - - the existing and proposed utilities. ~GJ (p~ Also revised general stormwater system laoout to better
utilize the existing storm drainage system.
W
360 360 43" MINIMUM- 3/4" ~ SMOOTH BAR
360
3/4" R SLAB TO BE COUNTER-SUNK t" DEEP 12" UNDER HANDLE
• ~ W • 2 - 3"x 1/4" THICK
12" 12" x ROUND OR SQUARE
g ao CUT WASHER
355 355 _ _ _ _ 355 ~ 0/ z CL 2 HEX NUTS
- -_F tUR CSR D~ _ _ ~ TACK WELD 1" DIA. X 3" PIPE SLEEVE n ° 6" (TO ALLOW HANDLE TO MOVE FREELY)
r1 r'
~ HANDLES W
s _ _ HI H INT Y ¦ 3 b5 _ - - NIGH INT S ¦ 5+1 .15 DETAIL OF HANDLE W
350 350
350 ~ I era 5+10 _ ¦ PRECAST CONCRETE SLAB To GRADE
ONE END OPEN FOR TOP (EXCEPT ON SIDE WITH 8„ B" W -J
- K • 2 b5 _ OVERFLOW WEIR WEIR OPENING ~
• "PRECAST CONCRETE SLAB V I 4
Pvf TA • z 0 - 345 • ` ' n' • W No. 4 BARS ®6° O.C,E.W. ~ I / 345 i
345 + - 4„ ONE COURSE OPENING W
_ FOR OVERFLOW
i 35 MINIMUM WEIR ON ONE J SIDE ONLY. SEE ^
- - r - - - - ~ V V ~ _ - - - L..L. w ~ " PLAN VIEW
- ~ 340 ' ~ $ Q NOTES: 340 Z
340 ~ _ _ _ ~ _ _ ~u _ ~ _ ~ Q 1. EITHER SOLID BRICK, SOLID BLOCK OR > PRECAST CONRETE MAY BE USED. ~ ° fr.i~
~ ~4U ~ N _ osE _ _ _ - M + 2. PRECAST CONCRETE WALLS SHAIL BE 6" ^ W
N ~ N ¦ m?- E - hY`' ~ tt1 - Qj ° ? PIPE 4" THICK MINIMUM. ~ L.1..
¦ + ~ Jr, ap - - - _ - - - ' 3. ALL CONCRETE SHALL BE 3000 P.S,I. W 4 "e.
u m _ 335 • 4, FOR 24" PIPE AND LARGER USE PIPE DIA. N ~ LL 335 ~ ~ ~ PLUS 12" AS INSIDE DIMENSIONS. W
m - 1 ` ~ ~ 335 ~ a ~ 'eti:'
- _ _ - - ..may f, - I I - PLAN VIEW PROFILE
~ J
- - - ~ - . ~k18r.' - ® 0_ 330 (SEE STRUCTURE Na. 12, SHEET 2)
N R 330 Q r 330 - ~ - - • N
NO SCALE
p ~ - - - ~ - ~ -GALVANIZED HARDWARE WIRE
- ~ ~ N
. 325 325 ~ ~ _ - Tutu E 91TION CURB GUTTE GRAD - 325
EXI T. ~ a - - HOL - - - - - - ~ Foie m-~ a currE INT ExlaTl GU R -1` J' ~ - _ - - - p p WOOD OR METAL POST FRAME 1 I' 'I
T 0 0
~ w 4816 ~ iAr~?0,?`: - - - - - o o' °0 °o JOB N0. 202303.0
L - _ _ _ ~ a - I- - ~ a NOTE ON EXISTI G WATER EWER FUCTS Wl STORM RAINAGE; 00 00
- E 320 320 ~ 00 ~ 00 DRAWN BY BRL 000
m 32O - I ~ THERE APPEARS BE NO APPA~NT CONFLICT VNTH PR OSED ST M DRAINA AND E - 3 _ - - - a - 0 0 o ° 000 000 CHECKED BY JTL
~ 9L._ a N ~ N N N i THE C TRACTO AT THE ROPOSED TORM DR INAGE CR SSINGS. E NOTE o. 8 ON EET 11. 000 000
000 00 DATE ISSUED JUNE 2003
°0°0^0^0^0^0n0n0n0n0n0o0o _
N n ' n~ z -c, Fm fir.. 315 0000000000000000000000000 #57 WASHED STONE PLACED AS SHOWN
315 0 0 00000 0 0 0 0 0 0 TO A HEIGHT OF 12"-18" ABOVE
315 _ > z_ zzz z xm J TOP OF BOX Sheet No.
in wn
to w, (SEE STRUCTURE No. 2a, THIS SHEET)
n = - - - - - - -
N 3+00 4+00 5+00 6+00 7+00 8+00 co 73 h00 NO SCALE
0+00 1+00 2+00
EL 11

0 0
~
of ~ rn
GRADE TO DRAM (TYP) 0 r ~
AREAS SUCH AB THIS SHALL BE GRADED Up1HM THE tEMPORARI' EASEh~11' FOR CCNfMJOUB OV£lQLANP FLOW AND POSITIVE W ~ n ~
DRAINAGE TOWARD tF~ NEW CKa. FMISH GRADE RE4JLTMG M N ~ ~
4+ 50 A "I'ONPflrG' CONDITION WILL NOT eE ACCCPTADLB. C_
332.00 332.00 0 8+00
330.00 330.00 - U o 334.00 s v
328.00 334.00 328.00 332.00 332.00 {f1 a~
326.00 326.00 ~ 0 330.00 Z ~
- 324.00 330.00 W ~ro 328.00 Z Z'
324,00 _ - 322.00 328.00 - - Z U a~ . _ 326.00
322.00 320.00 326.00 L 324.00 J j
320A0 r a 324.00 ~L
318.00 N N 318.00 316.00 322.00 322.00 a o N N
316,00 -50 -40 -30 -20 -10 0 10 20 30 40 50 320.00 320.00 - C -10 0 10 20 30 40 50 ro
-40 -30 -30 -20 ~ Y
~ U W ro
W ~ O _ ~ d'
M r M
~ ~
4+00 Z ~
330.00 7+50 W ~
330.00 cou To 328,00 332,00 332, 00 ~ ue M eu~'acE to 330.00 ~
328.00 PRAM t0 E IST. pl ANp TIE to EXlsr. t 326.00 330.00 e 8 ~ ~
326.00 _ _ 328.00 tIE Mt E ~_~R__ _ fIEINT EXIBTGRAvEI. VE ARIVEU~X 328.00
- 324.00 324.00 - ~xisr. DI _ xlsT. a~Ha~ 326.00 _ _~.-__.__~w.~ Ex r.ca~c.e 324.00
' ~ 322.00 326.00 32 2.00 ~ DRI
320.00 324.00 _ _ - 320A0 ao n - 322.00 x ~ ~ rE PAvEhRN7 A,L
318,00 322.00 318.00 M ~ 320.00
316.00 320.00 316.00 M ~ 318.00 Sea
-50 -40 -30 -20 -10 0 10 20 30 40 50 318.00 -50 -40 -40 -30 -20 -10 0 10 20 30 40 50 `1`4illlllrrrrrr
~
;/~i ~.9
`ao : : o=
' ~ ~ ,i~ ;Q,~ :y
3+ 50 y : 7+00 ~
332.00 %,FNTZ ~ 33200 rrrrlnnu+~?f O
332.00 330.00 332.00
330.00 SI+oRTEN ANA 4_IGEItI.Y erEE eLOPE 328.00 330.00 TIE INTO XIBr. AEPHaL7 DRI 330.00
328.00 ~ DITCH EXIST. PII°E OPEN 328.00 _ 328.00 326.00 R2VISIOf1S
.00 326,00 326 _ 324.00 326.00 __--___g_ --EXI9T.G; 324.00
324.00 _ 322.00 324.00 ADDED DRIVEWAY
322.00 ~ - - 320,00 322,00 - 322,00 - ~ ry NEW COMPANY carcRErE Pa r REMavA~. 320.00
320.00 318.00 320.00 N N H T R
318.00 p ~p RAp F'RDTECtION a ~ 316.00 318.00 318.00 - -
316.00 acv -50 -4C 314.00 I -40 -30 -20 -10 0 10 20 30 40 50
314.00
-50 -40 -30 -20 -10 0 10 20 30 40 50
6+50 -
3+ 00 332.00 - 332.00
330.00
332.00 330.00 332.00 328.00 328.00
30.00 330.00 3 326.00 ~
iO 328,00 326.00 328.00 ads .326.00 324.00 - - 324.00
326.00 - - - - 322.00 ^1
- 322.00 324.00 324.00 _ o 320.00
322.00 320.00 322.00 ~ ~W a ~ 318.00 ~ M 318.00 W
0.00 a a 320,00 -50 -41 32 -40 -30 -20 -10 0 10 20 30 40 50
318.00 318.00 ~i.
-5p -40 -30 -20 -10 0 10 20 30 40 50
V 1
TYPICAL OF ALL ASPHALT PRIVEW4Y8 W/CUR9 TUI~101lTS~
GONSTRUGT i-Z ASPI~ALT 41141.E AGROSS EXIST. A4°HAL7 (n "tip 6+00
DRIVELLt4Y At FRCP. GUtTERLME FOR CONTINUOUS GUTTER FLOW. F NOT PRACTICAL DUE TO EXIST. DRIVEUI4Y GRADE, w W 332.00
2 5 0 ,uloaollr cuRe Mro DRIVEW4Y sucH nwr WAtER pRAMe 332.00 IMMEpIATELY 10 DITCH. 330.00
µ t .It 334.00 330.00 COMP PILL DIRT Ar X MI ® 7 328.00
334.00 cord 332.00 328.00 ,apgq~ VILLAGE DRNE W ~ 326.00 ~ L-
332.00 FORCE z~l eL ro 330.00 326.00
330,00 - _ 328.00 324.00 _ 324,00 1 - 18r. VILLAGE Drtl PvMT.
328.00 - - _ _ . - 322.00 ~ 322,00
' exlar. A Halt 326.00 326,00 ~ I 320.00 CL. 8 RIP RAP OPE PROTECTION 324.00 320, 00 N N
324.00 M ~ 318.00 322.00 318.00
322.00 _ _ p -10 0 10 20 30 40 50 -50 -4~ -50 -40 30 2 D -40 -30 -20 -10 0 10 20 30 40 50 J ~.1..
W W (n ~
2+00 5+ 50 ' W ~
332.00 L.L. W (!1 ^
336.00 332,00 336.00 334.00 330.00 330.00 LL
334.00 328.00 ~
FORCE z=I sl. to ?O FORCE 332.00 328.00 332.00 330.00 326.00 -._._.___~..__r-._ Yip 326.00
330,00 _ ,-~_T - - ~ , ~ _ _ 328.00 324.00 _ _ _ w____.__ _ _ V I 324.00
328,00 322.00
ION 326.00 322.00 N 320.00 N N
m 326.00 eEE PLAra vlEw ~ a 320.00 ° 324.00 a 324.00 318.00
cu M 322.00 318.00 ° 322.00 -10 0 10 20 30 40 50 -50 -4 ~0 -40 -30 -20 -10 0 10 20 30 40 50
° -50 -40 -30 -20 N
m v
ici
rn fll
T
f 5+ 00 OB N0. .0 J 202303
1 +50 L H 332.00 DRAWN BY BRL
338.00 332,00 330.00
~ 338.00 330.00 ~ 336.00 Su~PACE COWQbE o 328.00 CHECKED BY JTL
N 336.00 SLIGF+rLY AD~usT oPE 328.00 PL . _ - . DATE ISSUED - - 326.00 JUNE 2003
x Sd-oPE To ~oF ISi DITCH 334,00 c 334.00 332.00 326.00 _ ~.~.~~-„__.~w..._~__-_=_== _r'"'._.._ 324.00 SCALE _ ~n'
-N ~z~ nn _ ~Qo.
.C vac.w _ _ _ ~•~y - 322.00
330.00 330.00 C" CL D Rip MGLC PE PR=CTION 328.00 322.00 00 EXIST. PkALT DRIVE-1 32000 Sheet No.
a 328.00 a, 326.00 320.00 i M M 318.00
rn 326,00 M 324.00 318.00
0 324.00 -50 -50 -40 _30 _20 -10 0 10 20 30 40 50 50 -40 -30 -20 -10 0 10 20 30 40 50 4
o L
a Y
N .D
m
U..

0
0
~ ~
ac o,
0 r r ~
W ii ~
' ~ LL N
~ ro
~ _ ~ 0
E - U o
~ U
~ ~ y ~ 0
Z ~ W ro
Z
Z U a~ a L
~ >3
a 0
~ v ~ Y
U W ro
W O
Z T M
r M ~ ~
Z ~
W Qi
~ ~ 01
H
Seal
\`~`~~iu I l ul r~~~~~
J~~ ~ CARP
- : D.
i 5 :
9~ •Q.:
0. NTZ
~unnl+~~~?9 0 3
Revisions
~ ADDED DRIVEWAY
- - APRON ~ 9+50 NEW C~IPANY
- SHEET BORDER
10+00
328.00
328.00 328.00 W 326.00
326,00 ~ acE ccuReE Tc 326.00
324.00 vl~v~uaY 324.00 _ 322.00 324.00
322.00 - r~~ - - 322.00 W
320,00 EXIST. ASPHALT p IYE- 320.OO ~ ~ 320.00
318.00 N N 318.00 318.00 1.~.
316.00 ~ M 316.00 -40 -30 -20 -10 0 10 20 30 316.00 30
V J
n
W
LPL
W
9 + 5 0 GOMPAGTEp FILL p~ a.oPE FOR FUTURE l COMPACTED FILL DIRT AT APPROX 4:1 61.OPE FOR FUTllRE DRIVEWAY GONSTRJJC110N
330.00 330.00 W
328.00 GleacE to pRaM ,n,P~ 328.00 ~
0 326.00 326.00 W
324.00 ..J ~ 324.00 _ _
322.00 N r 322.00
320.00 N N 320.00
~ M 31 B.00 318.00 ^ J {..L.
-40 -30 -20 -10 0 10 20 30 30
W
W ~
9+00 ~ ~ W
330.00
330.00 328.00
328,00 TIE MTO EXIST VEL pRIVE pI~VElU4T 326.00 r~
326, 00 VJ 324.00
324,00 - 322, 00
m 322, 00 ~ ~
°0 320,00 E sr.c+fuvELpRivE N N N f7 M 320.00
0 318,00 in -40 -30 -20 -10 0 10 20 30 318.00 30 40
of
v ~i N
rn
N
T
L + F- )OB N0. 202303.0
a 332.00 332.00 DRAWN BY BRL
a • 330.00 330.00 CHECKED BY JTL
328.00 32e.oo
L 326.0 326.00 DATE ISSUED JUNE 2003
324.00 ~u?~t 1" = 10'
m 324.00 a 322.00 N N 322.00
rn 320.00 320.00 Sheet No.
-40 -30 -20 -10 0 10 20 30 0 30 40 50
0
L o.
Y N
9 N
LL

°o
~
oc o~ 0
~ ~ a,
W ro ~ n ~
N OC ro
4+50 7 C_
340.00 ~ 0 L
340.00 338.00 ~ U Q ~ U
338.00 336.00 ~ ~ ~ ~ 0
336.00 _ - 334.00 Z ~ W ro
334.00 L
- 332.00 332.00 Z U a~
330, 00 330.00 ~ ~ a
328.00 328,00 M M 326.00 ~ > ~3 a 0
326.00 c
-40 -30 -20 -10 0 10 20 30 40 -50 ro ~ ~
OC Y u
W ro
W ~ O Z r
r tY1 r fA
Z ~
4+00 W
340.00 ~ T-
340, 00 338.00 47
338.00 336.00 H
336.00 334.00
334.00 _ _ - _ _ 332.00
332.00 - _ - - 330.00
330.00 328.00
328.00 ~ o 326.00
326,00 M M 324.00 Seal
324,00 - -40 -30 -20 -10 0 10 20 30 40 50 \\141 l t IC~I IC~I IppI//J//' ~ w'v~0 ~~i
,~~y
•,9
~'--s-
~w : g~ : a~ : ~
;q' ~Q;
3+50
338.00 %,FNTZ ~/rnnutn~ Z9 D
338.00 336,00
336.00 334.00
334, 00 _ _ 332.00 Revisions
332.00 330.00 ~ NEW COMPANY
330.00 - - - - -
- - - 328.00 328.00 ~ M
326,00 326.00 M M
324.00 324.00 - _20 _10 0 10 20 30 40 50
-50 -40 30
3+00
336.00
336.00 334.00
334.00
PL,ocE BuRF coin ro 332.00 332.00 - ~ n ro xisr. r 330.00
330.00 _ _ 328.00 J W
328,00 _ . - _ _ 0 326.0
326.00 ~ o - ~x~sr. aspua~.r PRivF. 324,00
324.00 M ~ 322.00 W
322,00 _30 -20 -10 0 10 20 30 40 50
-50 -40 LL
~ ~ w~
2+ 50 W
334,00 334.00 332.00
332.00 330.00 J
330.00 _ . _ _ _ _ _ 328.00 W ~ w
328,00 _ - W
- 326,00 J
326.00 324.00
324.00 ~ 322.00 cn
322.00 ~ M 320.00 J
320.00 _ -20 -10 0 10 20 30 40 50 -50 -40 30 a.
F- W
W
2+00 W 5+50 cn ~ ~
334.00 W 342.00 ~ ^
334, 00 332.00 342.00 arRes aaaw 340.00 ~ ~
332.00 330.00 340.00 / ~vn'r. rrlaNMs Mto ExlSt GI~F9MG - 9otH DES 338.00
330.00 328.00 338.00 _ 336.00 V 1
328.00 _ ~ - _ " ~ v~ ~ 326.00 336.00 - _ . s _ _ L.L. - - 334.00
326.00 - - 324.00 334,00 r ~ 332.00 ` `I
324,00 ~ 322 00 332,00 M 330.00
- -20 -10 0 10 20 30 40 50
0 322.00 ~ ~ 320.00 330.00 -40 ° 320,00 20 30 44 50 50 N -40 30
-50 -40 -30 -20 -10 0 m N
v 0
in ~ci

rn N
T 5+00 JOB N0. 202303.0
1+50 340.00 AtRN~ ~ eNOUM F~eoPOBED - aASED 01'I 338A0 DRAWN BY BRL
r 332.00 340.00 ~ 332.00 338.00 ~ u~i ~ g~pCE r0 8. ! PROFILE)
~ 330.00 Mro Exlar. - eEE FROfILEJ 336.00 CHECKED BY PE WIrN BUMLE r GUT7ERI.INE . _ _ _
a 330, 00 336.00 s~PE WItN 8u~4LE t ~ .0 328.00 334.00 _ _ ~ _ DATE ISSUED JUNE 2003
328.00 "_m 326, 00 334.00 - x " 332.00 SCALE ' o _ 330.00 1 -
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TO ESE CENTEREp ON 81REET Revisions
OR STREET CROWN POIN t ~ NCDENR-DWQ BUFFER
RE UIREMENTS
NEW COMPANY F
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VARIES 4~ GENERAL N07Es3 4 f~ ~
SHDR SEE PLAN SHDR NOTE: C The existing utilities shown are represen- ~
I. CONSTRUCTION WITHIN NCDOT RIGHT-OF-WAY SHALL DE M STRICT ACCORDANCE WITH THE tative only and are based on information ~
2" I-2 NCDOT STANDARD SPECIFICATIONS AND STANDARD DRAWING8,199.'r EDITION. SURFACE COURSE Z pUE t0 SHORE BEC~N1'B OF DRAINAGE WORK ADJAGENt TO, AND WITHIN, tDU1J STREETS , DITCH x su lied b the res active utilit owners W n PP y tion. a CONTRACTOR ~ u. A'c » ~ and on field observa Th N
- _ ~xl'.;i. r~ut~r ~ ~,yr, GRADES AND PIPE GRADES ARE NOT SHOIW ON tHlB PLAN. EXISTING GONDI?IONS INDIGAtE SCl1L.G ~ s 30 is fully responsible for notifying all OC ro
r~•, ,N 2" HB BUFFICIENt GRADES 80 tHA7 DItCl~B AND PIPER MAY BE GONSTRUGtED ON GRADES OF At Ix utility owners in accordance with NC ~ ~ General Statute -Chapter 87, Article 8, ~ p
wua~s - sa NOTE LEASt I~'1L. tHE CONTRACTOR SHALL CONSTRUCT ALL PIPES AND DITCHES ON CONSTANT SLOPES O AT A MMIh'GJM aF I1D%. The Underground Damage Prevention Act _ ~ ~
ru~T Fos swconi a co~srAN A ANY ADDITIONAL SIGNAGE THAT Q U o The CONTRACTOR is solely responsible for ~
TeAN~nor~ BETWEEN ~wsr. copwTloros ~ Z. RELOCATE EXISTING STOP SKaN AS APPROPRI TE REMOVE ~ FxssT, P~'r ~ ~E,`''";;~~~~I IS NO LONGER REQUIRED AND RETURN TO dUVER ~ the protection of existing utilities o c
~nietcutA~ cR~s~ . 8" ABC O during the construction of the PROJECT. ~ Z v All potential conflicts shall be located W
I sufficiently in advance to allow for Z ~ L
Ci ~A~ ~ adJustments to avoid interference between Z U ~ P L the existin and pro osed utilities. ~
9 P DENUD® AF~A - OA9 AC ~ > 3
d 3 D
NO SCALE c 3
(FOR STREET RE-ALIGNMENT} c 3
W E ~ Y ~ U W ro
W ~ O
t `r r
tn~tn r (Y~ V
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- , ~
REPAIR DRIVEWAY USMG e" COMPACTED ABC STD. CURB INLET W~FRAME 1 GRATE ~ AND 4" CONCRETE - 3000 PSI MMIMUM MINIMUM DEPTH FOR PIPE SIZE.
EXCAVATE R CON5IRLICT EXPANSION JOINt At TIE-M SEE DETAILS ON SHEET Noe. 10 1 II EXCAVATE REGRADE DITCH
AS NECESSARI AS NECESSARY TO TIE INTO
PROPOSED DF PROPOSED DRIVEWAY PIPE CONSTRUCT SWALE AS NECESSARY TO MAINTAIN FLOU! BETWEEN PIPE AND 30 LF -OPEN CUT INSTALLATION
RAISE WAtER VALVE t0 FMISH GRADE REMOVE EXIS REMOVE EXIST. CONCRETE ~NCRE~ SWALE. A FLAT SECTION SEE PAVEMENT RELACEMENT DETAIL
DRIVEWAY AE Y-DITCH W/MM. 3:I SIDESLOPEB MAY oN SHEET No. 9 Seal DRIVEWAY AS NECESSARY,
Z4" STOP 8AR /WHITE) WITHIN RNJ WITHIN RNJ BE USED IN LIEU OF A SWALE. \\\v~~~~~~~~~q~,~i
~ . `Z REMOVE EXIST. "SPILL" GUTTER AND REI~AGE ~ ~ CONCRETE SWALE - 1sa LF FT/FT " AT "GUTTER APPRO~IfDf~ L %
~sM PROP08ED ASPHALT OVERLAY ©RELOCATE FIRE HYDRANT - APPROX STA 1+35. Z" I-Z SURFACE COURSE. o~ sn~0 STA ' ONLY IF DIRECTED ~Y OWNER'S 15" RCP - 15" RCP -LENGTH AS SEE DETAIL THIS SHEET WITH 0.fdl C GH BEGIN AT EXPANSION JOMT WHERE NEWER
~mt~noo o~ (NCOOr Sm~ STA 3+3A16 PROJECt REPRESENTATIVE NEEDED - NEEDED - 18 to Z0 L AND OLD CURB MEET. USE STD. EXPANSI _
SEE UNIT PRICE M DID SCI~DULE ,arm^r~v, . -w-, ~:c?~c EXPANSICN JOINT JOINTS AND/OR CONTROL JOINTS. ~ : C1_
_ _ I ~a,~i.a~raa~l7 I r~rziv~ I - _ _ ~~,,~IVr:I . ~ ~ ~:I~ ~ _ . ~ ~ u ors ~ ~u ~ ~ '.,'9~ ~ ' . _ , _ .
ar~Krax. wai I cUHC. I # I I~ ~c~ _ _ . ~ ~
IPRwEI 1 E:xiSr, r , ~Z9 l '~~nuum 0 _ 3 ~x~sr. err ~
.,_l _ _ raircf+ _ - . _ . _ $e• s~, ~r s+oo 15 RCP 30 L "~?V
1'NNUJOOD DRIVE _ ~~0 e+o~s2 (r X11 1~ „ . . .
ItOWN atREEt) _ _ _ EX13T. E/P 2+00 2+J0 STIQ~ ~ Revisions ET IN ~ . ;
® R TL1' ,+ao ~ _ IRNJ MAINTlNANG~ RCRN . . _ _ _ _ 8~I$;p ~R 8 KNIGHTDALE REVIEW
I~OR Mar _ - - \ ¦ w®r~M rrrrYT rir rrrr~ ¦rrrrr¦rrwrrrwrw%raro u"rrw r"119A Ye KA wwa¦N91 ABANDONiD DY NGDOT . ~ ION) I - - COMMENTS rl~Atl „f "q Yt pd Wwa l"NYW#M"!"1¦fYl ¦0 MI¦A"w1„M "l ie w"B "N ik qp na~"u d"aM~YR "x. 9.•fl';.~. ' '
g~NT IN tw~~ ~rr~ - . xi r war~rd.c ~rri _ ~ ~A6T-II~ST _ _ 'wrrrrrr. ~ ~ s , n/ r. rr rr rr ru.~. ' a, •,nUC. ,„a ~ ~ ~ NCDENR-DLR EROSION ~7~~ r~ : CONTROL COMMENTS
181y~~~ rrrr¦rr"xrr"rr"awuw..w"o-wxrwrr.r¦l~.w¦~wrawrrrrrwwrswrs¦ w 6U8DIY ON?. , . ;I. ~R~~ a TAT/6 _ 1.1Tp~U1U000 R6 ~r _ ~ ~ ' _ / ~ CLARIFY STREET . ,y , ,r - OWNERSHIP
vrZiv~ ~ _ I C:~a71GW WkYs"?, lEk~f - I ~'r~,~. e
_ _ - _ + AREA SPOT REPAIR; PRIOR tO ~ ~ _ I ~ ~ ~ ~~>h r.c~:~~llc~r~ Y SPEI ~ F ASPHALT OVERLA -SEE FAIR, PRIOR to ! ~ ; ; ~ ~ ~ ~ ~ _ ~ NEW COMPANY .AY -SEE SPECK ' CONNECT TO EXIST. CURB INLET. USE ~ ~ 1 ; ' r;~, ~ ~ ~ ~ - - SHEET BORER
~u / NON-SFIRIWC GROUT TO COMPLETE THE ~ ~ I ~ ~
R¦ ~ CTION 1 MAKE WATERPROOF. ~ ~ r' ~ ~ ' . CONNE ~ W ~ r ! I
TYP. H ~ SID ~ 0 f ~ ~1~ j;~ ~ ~
~ z_ CLEARING 1 GRUD6MCx -INCLUDES All. a~ ¢ ~ ~ END PROPOSED ASPHALT OVERLAY ~ I
~ r TREES, SNUBS, RUSHES, EtC. AS MAY Q W ~ ~ 4 THIN AFT'ROX STA b+~m. 1 I Z SURFACE ~ . ~
GRADE AREA TO DR/W FROM ~ r I X BE NECESSARY W~ R/W PROPOSED EIP TO EXIbT. DITCH ~ ~ ® W ~ rxi~r.c;ur:~s iN~~7 rTY~~ W
~ 1 ~
~ ~ ~ ® CHECK DAM EXCAVATE FLAT,UPSTRE 'E FLAT, UI°STREAM
~ ~ R ~ ' ~ STORAGE AREA - L¦11' 1 W¦2'. MMIMIIM W HEK,~4T OF CHECK DAM ¦ 1.5'. 1 W¦2. MMIMUM CHECK AM -EXCAVATE FLAT, UPSTREAM ¦ 1.5'. ST AREA - L¦8' / W¦1'. MMIMUM
DEMOLISH ~ REMOVE \ , ~ o EXIST. PAVEMENT \ r HEIGFI OF GHEdC DAM ¦ 13'.
W / ~
~ _ ~ ~ r W
. ~ ~~F~~x.F=~~~, r.r~~: ~
81LT FENCE PT - 2+ta _ . J
l r CONS T GRASS SCALE BETUlEEN
re,1_r°a~~~ I ;-B el.aF~ TRIIC 1 ~ ~ ~ PROPOSED EiP AND RN! J
I I I C/~
- T I~~Q~ I CHECK DAM 7` N
PC sfA 1+52.33 DELTA - 25" OA' PI STA 1+51.71 . 57.230 j f
PT STA 2+1x06 ~ 57.7 ~ ! RADNIS ~ 1 166 ~ t I i 20' W
IN PROPOSED REALK~MIENT / ! BEG W
STA 2+106 AT P.T. SEE tYPI PROJECT NOTES: HEIGHT OF DAM MAY BE 8' MIN ` SPECIFIED ON PLANS.
ROAD SECTION, THIS SHEET. Y' a t i' EXCAVATED AREA UPSTREAM MAY W
ft ? NOTES U6E NOMINAL W1:D6Mft A6 MAY OE 1 l ~ ! (x ~ 1~6ARY 10 QflATE A 81'10~0'TH TRAN- ALSO BE SPECIFED ON PLANS. A B ~
' ~ ,'Valk 61TION OEIUR'!N p(1611J6 Ate ~RO~OEf~ i ~l • ,.I T'AN9`!NT A? !'DAdT Ot 71E-M1 1 STD. EXPANSION JOINT ~j„~
f TOP OF
t ~ / ~ , BANK / 2.5' EXIST. CURB & GUTTER
,r ~ ~ / 1 srt ha l h
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~ EXISTING PAVEMENT EXISTIN~ ~
~ ~ i ~ ~t O1TCH p~ ~p~~/ ~ W
~ ~ / / rLNi\ ~IGR ~ ~1 /
~ ry ~ f NO SCALE W
l~ ~ r W
1 ~ ~ J
~ 1. ~ / 4r Via/ ,.,i GRADUALLY SHAPE SWALE TO ~ ^ ~ ~ MATCH EXIST. CURB & GUTTER SECTION
4l ~ 1. ~ ; ~ ~ Qr y~- ~
Q~ ~ ~ LL VARIES
4 ~ 1 ~ ~ ~ #67 WASHED 18° CLASS i 6' W / STONE 4'-5" THK.) _ 2.5' ~ RIP RAP
40 EXIST C&G N
Q / ~ 4 ~ „ ~I 1 4 Epp VMT . -i E/P PVN1T
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/f, 0000 00000 0000000 N o°o°o°o° o°oooooao 8" ABC ooooooaoQOOOOO B ABC
.4~~~~ . + FLOW
• /
ENTRAPPED SEDIMENTS MUST BE REMOVED BEFORE A ~ A SECTION B - B SECTION
REMOVAL OF DITCH CHECK )OB N0. 202303.0 DAM. NO SCALE NO SCALE
i
r TIONAL SECTION DRAWN BY BRL FULL SWALE SECTION (TRANSI ) ( ) CHECKED BY JTL
® NOTES: DATE ISSUED ~1NE 2003
1. SWALE SHOULD BE FORMED AT THE EDGES AND SHAPED
_ ~.r nrnwnrn nrnnn~i
NO SCALE tlT HANU IUUW iU UWAIN mr- rtr-4UiRw QC1-11VIN SCALE AS SHOWN
2. A CONSTANT LONGITUDINAL SLOPE (MINIMUM 1.0% SHALL BE PROVIDED AND TIED INTO EXIST. GUTTERLINE TH AN
EXPANSION JOINT. Sheet No.
3. USE 3000 PSI CONCRETE (MINIMUM)
Aj 8
NO SCALE

_ i
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NOTES: NOTES: i. TRANSVERSE EXPANSION JOINTS TO BE A ~ ~ BACK OF SIDEWALK DROP + UTILITY STRIP W Z y 9" A
MAXIMUM OF 50 FEET APART. 3" RAD. ~ ' 2 % MIN.) 1 % MIN.) 4' MIN J 3
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' 2. CONTROL JOINTS TO BE AT 5 FEET O.C. PROPOSED OR FUTURE 8 X MAX.) 4 X MAX.) d ~ SIDEWALK (5' STANDARD) 4 X NORM) 2 X NORM) ~
2. COMMERgAL DRIVEWAYS TO BE A MAXIMUM OF 3. ALL CONCRETE TO BE FlNISHED WITH EXISTING 30' C d~4~ CURB AND GUTTER 6 ~ ~ C
CURING COMPOUND. 3. CONCRETE SHALL BE 3000 P.S.I. HIGH VISIBIUTY VARIABLE SLOPES NOT DROP CURB AT RAMP , . Q- ~ ~
4. CONTROL JOINTS NOT TO EXCEED 10' ON CROSSWALK TO EXCEED 12:1 (8.33fi~ •12:1 MAX ~ Y xe~: xmm sm ~me.~ ~ ..r. . RAMP SLOPE ro W
CENTER W
/ ! 5. CURB RADIUS SHALL NOT RISE MORE THAN PROPOSED q, X Z ~ CONCRETE SYDEWALK Mi M
~ 1 (ONE) INCH 5 - O" GRASSED UTILITY STRIP WA ' / i ~ 6" 7HICK 6. IF THE DPoVEWAY SECTION BETWEEN 1HE 2 - 0" " UTILITYIP 3000 P.S.I. H, UTIUTY STRIP r M ~ ~
1/2" EXPANSION JOINTS / ~ ! SIDE ALK SECTIONS SIDEWALK ANO THE DRIVEWAY APRON IS 18" OR EXISTING 30 i/4" PER FT. ~ SECTIONAL VIEW Z ~
! ! W LESS THE SIDEWALK W1LL BE WiDENED TO THE CURB AND GUTTER 1/2" PER fT. APRON AND AN EXPANSION JOINT ELIMINATED. 1/2" PER fT. W ~
~ . % r ~ ~ COMPACTED ~
ANbARD ST D D%,: .,h,.l~~r:. S~EWALK~ S~WALK~I>;! ~ 4 1HICK CONTROL JOINT 4 THICK a ~ I BacKFlU NOTE. • ° A PORTION OF ONE OR BOTH ~
_ ; 7 ~ W a rc RAMPS MAY EXTEND OUTSIDE H N z ~ THE CURVE RADIUS.
U' ~ a I 4' MIN. A.B.C, ~ a~
z ~ m SEE NOTE ~6 6" THICK a CONCRETE SIDEWALK m F W TYPICAL ISOMETRIC VIEW i/z" EXPANSION JOINT F TYPICAL SECTION SEE STD. N0. 4.01 ° ~
XX 1/2" EXPANSION ANT DRIVEWAY ~ ~ 1/2" EXPANSION CONCRETE 42" aAD. ~
DRIVEWAY TYp, SEE STD. N0. 4.01 CONCRETE DRIVEWAY 1 2• ~ w JOINTS APRON ( ) EXPANSION r°~ Z
DRI AY ~ 0 7 RISE JgNT i ~ ~ ~ W A W+A+9" 1/2" EXPANSION JOINT Seal
FLOW LINE TO BE MAINTAINED x o 6 • + 8 s X - (A + 9") ~ SEE STD. N0. 4.04 1111111111111///
CONTROL JOINT I w ~ ~•3 ~ + + B m DISTANCE FROM FRONT EDGE OF SIDEWALK ~ 7.3 + * TD BAq( POINT OF 12:1 (6.337r7 SLOPE. ~ /i,
1 4" JOINT SEALER ~'6 • BACK Of SIDEWALK DROP REQUIRED FOR ''",•~/f j ~i, / •1 ALL SIDEWALK SLOPES 5' NDARD •'f~
6' 1HICK 1/2" EXPANSION JOINT ~ ~ EXISTING CURB d< GUTTER (np) g q• + + BACK OF SIDEWALK DROP REQUIRED FOR HIGH VISIBILITY SIDEWALK 4 SIDEWALK SLOPES OF 1/2" AND 1/4" CROSSWALK
4" MIN. A.B.C. ~ .8 SEE NOTES 2,9, k 14 UTIUTY - - xEe. xcoar sm ima~
JOINT FILLER PLAN VIEW TYPICAL SECTION JOINT FlLLER 1 : STRIP l~ ; 5 / '
1/z--~ ~ THIS PORTION OF RAMP %9 Q~ t/2""--~ DIMENSION SCHEDULE .,?i • MUST FALL WITHIN 1NE ~ ""•Y.~ ~
PLAN VIEW TRANSVERSE EXf CROSSWALK UNITS. ~~i'I" ~0~~ TRANSVERSE EXPANSION JOINT t/2" EXPANSION JOINT //~/~NT~ ~a
SEE STD, N0. 4.01 ~~~IIII I Illy 2/ Q3
REIASIONS ItEMSIONS REHSIONS NOTES: PLAN VIEW 1. THE WALKING SURFACE SHALL BE SUP RESISTANT (ROUGH BROOM FlNISH) AND KING AND CONSTRAINTS WITHIN THE BE DARK GRAY (70R CONTRAST RATIO) IN COLOR. PROJECT NOtE:
DESC~PT~') PROJECT NOTE; DUE TO THE YWDENED STREET WITH PARALLEL PARKING AND CONRTR 5-93 SIDEWALK THICKNESS 6-98 CONTROL JOINTS EXISING R/W, THE GRASSED UTILITY STRIP HAS BEEN ELIMINATED. T EN ELIMINATED. THE SIDEWALK SHALL THE WHEELCHAIR RAMPS IN THE RADII AT FOREST DR. AND Revisions 5-93 NEW DETAIL 2. CROSSWALK WIDTHS AND CONFlCURATIONS VARY, ALL MUST CONFORM TO NLLAGE DRIVE ARE SINGLE "DIAGONAL" RAMPS IN THE RADIUS
6-98 CONTROL JOINTS. BUTT AGAINST THE BACK Of THE CURB WITH A STANDARD EXPANSI( THE SIDEWALK AND CURB ALONG THE ENTIRE LENGTH Of THE SIDEW~ fANDARD EXPANSION JOINT BETWEEN 6-98 HI-VIS CROSSWALK, NOTES TRAFFlC DESIGN STANDARDS, OF THE INTERSECTION AND SHALL 8E 5'-0" IN WIDTH, NTH Of THE SIDEWALK. REF: NCDOT STANDARD No. 846.05 i NEW COMPANY
SHEET 1 OF 2
TOWN OF No• TOWN OF STD. N0. TOWN OF SID. N0.
KNIGHTDALE KNIGHTDALE KNIGHTDALE
4.03 STANDARDS STANDARDS ~ 4.04 4.05 STANDARDS
W
VAR~'~'I VARIABLE 4'MIN. gTpp~~ CL H 2 ('y
RADIUS ~ ADIUS RADIUS UNE ADIUS g" 12"
VARIES ARIES VARIES i111~ ~ ARIES 4'MIN.
PROPOSED OR STANDARD 24" X 24" 12" ~ 6" E H 1 ~ r
FUTURE SIDEWALK / GRATE AND FRAME (T1'P•) H 2 D 6" L.~,. B g•
\ SEE NOTE 9 ~ SEE NOTE 9 - W
MORTAR BED E H1 1
4' IN HIGH NSIBIUTY ~ ~ 4'MIN, ~ ~ CR05SWALK ~ ~ IGH NSIBIUTY ~ 26` X 28" 35" MINIMUM 8~~ SECTION X-X W
SEE NOTES 2,9, dE 14 _ _ CROSSWAU( ~r4'MIN. - ~ 8n 35" MINIM - ~cadr gip ~s%~ 4'MIN, ~ SEE NOTES 9 Ac 14 $E 1 ~d OPENING SEE NOTE 12 ~ j ~ xmor ~ E NOTE 2) X N n H1 6" 6" g• W
SEE NOTE 3 ~ ~ CORBEL BRICK 4 ~ i" MAX. PER COURSE - 4 ~ + r B• 8" FACE OF GUTTER FLOW LINE ' ' 1
~ FOR 6 COURSES U
SIDEWALK (5' STANDARD) SEE NOTE 9 00 - -
r'. END ELEVATION J-J SIDE ELEVATION M-M L.L
TYPICAL WHEELCHAIR RAMPS AND ~ RADIUS v WHERE 30" TO 36" PIPE IS USED WHERE 42 TO 54 PIPE IS USED 6" GROUT
CROSSWALKS AT TEE INTERSECTIONS ,VARIES GROUT ~ ADlus ARIES J ~ H 1 6. A
0] GROUT Q INVERT r' Z
~ ~ ~ a ~ OU °
NOTES: > in M , ~ M xx~
- G CONSiRUCiED 3. NC GEN. ST. 136 44.14 REQUIRES THAT ALL STREET CURBS BEIN ~ OR RECONSTRUCTED SHALL INCLUDE WHEELCHAIR RAMPS AT ALL INIERSEC110NS `IP Z n _ SECTION Y-Y W
PIPE 4 GROUT AND OTHER POINTS OF PEDESTRAN TRAFFIC. ~p ~ TYPICAL WHEELCHAIR RAMPS AND GROUT
1HE 4. WHEELCHAIR RAMPS SMALL BE PRONDED AT LOCATIONS AS SHOWN ON CROSSWALKS AND STOP LINES PLANS OR AS DIRECTED BY THE TOWN. LOCATIONS MAY BE AD,NISIED IN THE r E m BACK OF INSIDE FACE OF ` ~ m a CURB STRUCTURE E (TYP.) X 2' (TYP. ALL 41EWS)
FlELD AS DIRECTED BY THE TOWN TO AVOID POWER POLES, FIRE HYDRANTS, ~ ~ ' a a. STORM INLETS, ETC. NO LESS THAN TWO (2) FEET Of FULL HEIGHT CURB SHALL . a ...A ~ , W
BE PLACED BETWEEN THE RAMPS 9. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER INTO THE Y A Y
5, NO SLOPE ON TFIE WHEELCHAIR RAMP SHALL EXCEED 1" PER FOOT (12:1 OR INTERSECTION THAN WOULD BE ESTABLISHED BY BISECTING THE CURB RADII. ( PLAN V.. ~ PLAN VIEW
8.337f7 IN RELATIONSHIP TO THE GRADE of THE STREET. 10. THE CURB CUTS AND THE PEDESTRAN CROSSWALK UNES SHALL BE COORDINATED PROF LE
8. 1HE WHEELt~IAIR RAMP SHALL BE A MINIMI~1 4-0" (3'-4") WIDE. SO THAT THE BEGINNING OF THE WHEELCkIAiR RAMP 4WLL FALL COMPLETELY WITHIN THE CROSSWALK LINES PLAN PLAN
m 7. CONCRETE SHALL BE A MINIMUM OF 3000 P.S.I. AND FlNISHED WITH ANON- 11. THE MINIMUM WiDTH OF THE PEDESTRIAN CROSSWALKS SHALL BE 6'-0". NOTF$; o SKID SURFACE
n°i 8. AN EXPANSION JOINT OF 1/2' SHALL BE PLACED AT 1HE JOINT BETWEEN THE 12. STOP UNES SHALL BE PLACED AS SHOWN TO INDICATE THE POINT AT WHICH 1. EITHER SOLID BRICK, 50UD BLOCK OR x N NOTES: 1. MORTAR JgNTS SHALL BE i/2' THICK PLAN VIEW
~ WHEELCHAIR RAMP AND THE CURB OR SKIEWALK, VEHICLES MUST COME TO A STOP.1H15 PgNT SHALL BE A MINIMUM OF 4'-0" PRECAST CONRETE MAY BE USED. ,y FROM 1HE PEDESTRIAN CROSSWALK, 2. ALL CONCRETE SHALL BE 3000 P.S.I.
2. PRECAST CONCRETE WALLS SHALL BE B" m 13. PARKING SHALL NOT BE ALLOWED 1MTHIN 20' ~ PEDESTRIAN CROSSWALKS. THICK MINIMUM.
~ r ~SI~S 14. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION 3. ALL CONCRETE SHALL BE 3000 P.S.I, I~SIONS 3. BASE SLABS SHALL 8E FORMED PRIOR TO PLAgNG OF CONCRETE. 4. USETYPE "A" GRATE AT SAG POINTS, OTHERWISE USE TYPE "B" OR "C" FOR THE APPROPRIATE FLOW DIRECTION. ^ '
OF 1NE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE m NORTH CAROLINA SUPPLEMENT 10 THE MUTCD. ALL PAVEMENT MARKINGS SHALL 5-93 REV. TITLE 4. FOR 24" PIPE AND LARGER USE PIPE DIA. 5-93 NEW DETAIL 5, MASONRY UNITS MAY BE JUMBO BRICK, CONCRETE BRICK OR SOLID CONCRETE BLOCK. ` v
cu 5-9 NEW DETAIL CONFORM WITH NC DOT SPECIFICATIONS SECTIONS , 920 AND 1087. PLUS 12" AS INSDE DIMENSIONS. r 6-98 HI-VIS CROSSWALK, NOTES 6-98 NOTES 6-98 DELETE STEPS g, ALL WALLS GREATER IRAN 6' IN DEPTH SHALL BE CDNSTRUCTED 12" THICK
~ SHEET 2 OF 2 SHEET tof 2
TOWN OF sm. NO. TOWN OF STD. N0. TOWN OF STD. N0.
KNIGHTDALE ` KNIGHTpALE
KNIGHTDALE 3 4.05 STANDARDS ~ 5.02 5.03 JOB N0. 202303.0 STANDARDS
DRAWN BY BRL
CHECKED BY JTL
0
L N DATE ISSUED JUNE 2003
CY) a !)(,ALL AS SHOWN
rn Sheet No.
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E 1 USE ON FLAT GRADES 2 % OR LESS 1 ,~4 BARS "1r EQUALLY 1 1/2"
3" I" SPACED 8" r7 m ao 10 IS R/w
3' - 0" DEPRESSED 3' - 0" METER BOX o0 0
p GUTTER LINE CAST IRON ~Q METER BOX T IRON (PROVIDE 1" HOLE ~ ER BOX i FOR TOUCH PAD) ~
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R R ~ _ _ ELEVATION _ SIDEWALK ~ } NORMAL CURB do GUTTER ON LIGHT GRADES m ~ ~
CURB & GUTTER i~, 5' - o" 5' - o" ROADWAY „ 0
W d," " „ •d • . 3 4" OR 1" METER 6 MIN. } ~ X / W u1 ~
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5 ~ o . ANGLE METER STOP ~ ro ~ ,c
PLAN OF TOP SLAB " ~ o o / i ~ ' ` ' '4.'. ~ ~ / ~ " (LOCKABLE) ANGLE DUAL CHECK = ~ 0
o o / 2 -0 MIN. TYP. ~ E
E i 1~T" 11T• 5' - 0" ~4 BARS "V" ~B BARS "W II - u ° s
~'4 BARS "u" PLAN TAMPED BACKFILL L C&G WITH CATCH BASIN ON STEEP GRADES S, 1 B" ~ ~ a~
m 3'-0" MIN. TYP. ~ 24" OG Z v ;y ,y i io ~ ii';I ~~„L~,44 ~iiil~'N ol~ j~ i~ Z ~ ro
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SECTION R-R oR MDRE -1 SET 80X ON U s
~ s1eF~ c~AOES 2 % ~ „ " SET BOX usE -j TYPE K SOFT SOLID ERIC ~4 BARS "U" 1 1 2" - COPPER METER a ~ SOLID BRICKS. > 3
~ COPPER PIPE EQUALLY SPACED SETTER a 12" Q
NORMAL 3" uNE SERVICE 3"-"i I ~ f* ~ DEPRESSED GUTTER SERVICE CONNECTION FROM - c
i2" 1a" ® GUTTER LINE WATER MI ~ .o Mme' SOFT COPF WATER METER TO BE TYPE "K" # 67 STONE 3" ~ SOFT COPPER EXTENDED 18" MIN. ~ Y
ELEVATION (SEE NOTES) i ~ ro iia. s', bid ' W
SECTION S-S NORMAL CURB do GUTTER ON STEEP GRADES CORPORATION COCK
DIME SIONS AND QUANTITIES FOR BRICK CATCH BASINS Z ~ d~' M
IM F X AN I R CUBIC YARDS OF PIP 'MDTH A H HEIGHT DIMENSIONS BARS U BARS A S T TAL CONCRETE IN BOX ONE PIPE r' M
p C No G No No TOP FLOOR TOTAL CU. YDS t C.. R.C. 15 - - - 0. 1 . 4 TYPE "K" COPPER TUBING CLAY OR TYPE "K" COPPER TUBING Z ~ STANDARD RED
iB - ABO~ NOTES: CONCRETE SOLID BRICK W ~ 0~ r
4 _ 1 MIN, Hi .1 _ _ _ .t '~L NOTES: °1
~ 3-10 AR -4 - - 4-1 - .41 .fK12 1. 0.321 0.230 1.) A MINIMUM OF 4 SOLID BRICKS SHALL ~ _ - Iq _ _ - -3 - . 1 HT 00,323 BE USED TO SUPPORT THE METER BOX. 42 8 - 4 3-3 BOX. F..
~ - - L - - - - - 2. FOR CONSTRUCTION SERVICE, A TEMPORARY - - ) 1. A MINIMUM OF 4 SOLID BRICKS SHALL ~ MPORARY BE USED TO SUPPORT THE METER BOX.
REVISIONS HYDRANT MAY BE INSTALLED TO THE {E REVISIONS METER SETTER ANGLE DUAL CHECK
REVISIONS SERVICE CONNECTION. 5-93 ADD METER ASSY.DETAIL FORD VHH - 70 SERIES FORD - STYLE HHA
5-93 NEW DETAIL 5-g3 ADD METER ASSY.DETAIL 6-98 ADD BRICKS,TEMP. HYD. NOTES MUELLER - 1400 SERIES MUELLER - 14244
6-98 ADD BRICKS,TEMP. HYD. NOTES SHEET 2 of 2
sm. No. TOWN OF „ ~ sm. No.
TOWN OF STD. No, TOWN OF » » Seal A s.o3 KNIGHTQALE ,,iiiiliii~,
KNIGHTDALE KNIGHTDALE o3 5. 6.03 s of z ( ) (1 of 2) STANDARDS ~ ~ ~ ,
STANDARDS S DS ~
- OREST DRIVE & VILLAGE DRIVE SPECIAL DESIGN NOTES FOR PROJECT LOCATION #1 F
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45' P.V.C. SADDLE w DESIGN GOALS: Q 9
PROPERTY LINE w 1, To rovide on-street arkin and hel alleviate the current roblems associated with arkin on the existin street & shoulder. ~,y ~~N ~ o! P P 9 P P P 9 9 (Existing businesses in the area have outgrown their on-site parking provisions and parking currently overflows onto adjacent ~q~~ NTZ
v7 ~ ~iilllnn~3 0 ~ streets & shoulders). Z9 3
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"SEWER" TO BE I w ~~I CAST IN COVER I DOUBLE Z 2. To upgrade existing pavement in poor condition to a more stable pavement section and depth.
I Ftow STAINLESS STEEL ~ Q Revisions I ~ 3. To provide a more typical & standard street section with curb & gutter and sidewalk,
BANDS I w 0 BE E ~ NCDENR-DLR EROSION
SOLVENT o_ SEINER T P~ :R P~ 4. To have all R Wand easements donated by the affected property owners. - - CONTROL COMMENTS /
FINISHED GRADE CEMENT SFAL I „ CAST IN COVER - SIDEyVALK 1 0 -?I NCDENR - DWQ
q. " . ' . \ \ FINISHED GRADE CURB :Q.:'• ~ , / ~ \ I vc R ox DISHED GRADE I DESIGN NOTES & EXCEPTIONS: - COMMENTS
PAVEMENT C.I, VALVE BOX (TYP.) I As is the case with many street improvement projects within an existing Right-Way ("R/W") corridor, numerous constraints are often NEW COMPANY
. ~ , o. , .::.A , i • INSTALL FLUSH PRIOR C.I. VALVE BOX (TYP.) r r ; : •.:c.:'; TO CERT. of OP. P.V.C. PIPE LVE BOX (TYP.) discovered that either limit or prevent some construction activities within the existing R/W; and often typical construction standards may
INSTALL FLUSH 'ALL FLUSH I not be applicable. This project was no exception. The Standard Specifications of the Town of Knightdale do apply to this project unless otherwise noted. The following exceptions were made out of necessity. Knightdale Planning Department and Public Works Department
~ ~ ~ WATER TIGHT PLUG should verify that any exceptions ore acceptable for long term goals.
CLFANOUT ADAPTER OUT ADAPTER
i 1. STREET CLASSIFICATION, STREET WIDTH, & RIGHT-OF-WAY (R/W) WIDTH There is no typical street classification or street section for the proposed street (with the provisions for on-street parking). Therefore,
45' CAST IRON SADDLE the typical street section was coordinated between the Planning Department and the Engineer during preliminary design, There exists
WYE AND 1/8 BEND OR LONG ~ WYE ,-LONG TURN WYE TURN WYE 60' R/W on Forest Drive and Village Drive and every effort was made to limit construction within existing R/W. However, a 10'
~ SERVk i was necessar outside the R W for constructabilit and minor radin . New R W and or drains e temporary construction easement y / y g g / / 9 SERVICE PIPE easements were also necessary in certain locations. W
WATER TIGHT PLUG CEMENT SEAL AS Sf AS SPECIFlED 2. SHOULDER WIDTHS AND LOCATION OF SIDEWALK & UTILITY STRIPS:
1/16" OR i/8 "BEND 1/8 BEND On Knightdale typical street sections, the shoulder widths usually end at the R/W line and then begin a backslope that meets existing
MIN. GRADE 1/4" PER Ff. 24 GA.TYP.C304L STAINLESS ~ rtow STAINLESS STEEL STEEL T-BOLTS i round on the adjacent ro ert This is most oftern intended for new develo ment ro ects; however, due to existin businesses 9 1 P P Y• P P 1 9 J
STRAP p NUTS & WASHERS _ _ _ _ and site-specific constraints associated with adjacent properties, it was not desirable to place backslopes onto these properties. To W - accomplish a more desirable situotion, new shoulder widths and/ar utility strips were changed as needed to allow the backslope to tie
' 0 0 i to existing ground before crossing the R/W line. Sidewalks were placed directly behind curb & gutter because the on-street parallel
MINIMUM GRADIENT 1/4" PER I 45' SEWER SADDLE ~ ENT 1/4" PER FT. parking provided a buffer between pedestrians and thru-lanes. In a few exceptional cases the roadway backslope or grading operations
TAP TO BE MADE ON THE ~ may still cross the R/W line onto adjacent property. A 10' temporary easement is necessary from all adjacent property owners to
TOP QUARTER Of THE MAIN PROJECT NOTE: TAP SHALL BE MADE TO EXISTING MANHOLE IF SHOWN ON PLANS. EXISTING TAPS TO MANHOLES SHALL BE MADE BY MEANS OF A CORED HOLE DUCTILE IRON PIPE THREADED PLUG D PLUG ~ facilitate most construction activities. ~ 3. DRIVEWAY APRONS: ~ ~
MAIN WITH A FLEXIBLE "BOOT" SEALING SYSTEM. THE HOLE SHALL BE . L.1.. Drivewa a rons are ro osed onl at ro erties with existin drivewa and onl at drivewa where the existin rode was conducive J N Y P P P Y P P 9 Ys Y Ys 9 9
LOCATED AT A GRADE SO THAT THE INVERT OF THE SEVICE LINE IS AS CLOSE AS POSSIBLE TO THE TOP Of THE BENCH INSIDE THE MANHOLE. TAPPING SE TAPPING SADDLE AND to place an apron. Curb turnouts are used at other driveways where the grade is not conducive to using aprons. I ^ V J
J,7SLJ.~i ADAPTER AS ADAPTER AS REQUIRED 4. WHEELCHAIR RAMPS: \ A single diagonal wheelchair ramp is used in lieu of dual ramps in the intersection radius at Forest Drive and Villoge Drive. Dual
REVISIONS REVISIONS THE FULL LENGTH OF THE SERVICE DITCH PROJECT NOTE: SEE PROJECT NOTE ON STD. DETAIL 7.01 FOR 'r ti n to o to the sidewalk on the other side of the street. Sin le Dia onal
" HANICAL TAMP. V.C.P. ADD INSTRUCT10NS FOR TAPS IN EXISTING MANHOLES. ELEVATION VIEW ATION VIEW ramps are not necessary since there is only one di ec o g 9 9 ~ ramps may be referenced by NCDOT Std. Drawing 848.05. W
5-93 REV. WYE NOTE BE COMPACTED IN 6 LAYERS WITH MEC 6-gi DELETE P.V.C 6-98 ADD VALVE BOX 5-93 ADD THREADED PLUGS 5. CULDESAC: (f } n eccentric or offset culdesac is used at the end of Forest Drive with a standard diameter for commercial areas. The sha a of A P W
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TOWN OF SiD. No. TOWN OF STD. N0. this culdesac is designed to keep from impacting the developed property on the west side of the street and to minimize impacts to the undeveloped property on the east side of the street. ...J7
N E Y A SA D VI KNIGHTDA A LE A R Y TA AN D AR AN KNIGHTDALE ~.o~ I ONS 6. PAVEMENT DEPTHS: 7.02 Pavement depths are thicker than standard depths to accommodate truck traffic in this commercial area. The proposed HB wedging W
STANDARDS STANDARDS on to of existin as halt will create a thick, but var 'n , de th of avement alon the roadwa . ~
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GENERAL CONSTRUCTION NOTES FOR PROJECT LOCATION #1: t1)
© REMOVED ALL PIPE OUTLETS DIRECTLY TO DITCHES PROP.I-2 SURFACE COURSE ^ ~ J
L.L. PROP. HB WEDGING 1, Retain all existin storm drain structures and pipe unless otherwise noted on DRAWINGS. 9
FICATIONS _ PROP_ HI SEEDING SPECI __o..__~ = - - - ~-EXIST, PAVEMENT (TYP.) 2. All curb turnouts at drivewa shall have a 10' radius to B/C unless otherwise noted on DRAWINGS. ~ - Ys
o~- o o - 3" HB 3. Raise all manholes and valve boxes in streets to proposed grade.
SEEDING PERIOD SEED RATE o°°°°°c 0oooooc 000000000000°0 4. Raise or relocate all meter boxes and cleanouts as noted on plans and as required. 8" ABC (MIN) ooooQOQOOOOO°o 5, All catch basins and drop inlets shall utilize the box inlet protection as shown by the detail on W
December -March 'Ky. or Aita Toll Fescue 250 Iba./acre oo°o°oc 0°°°°°C with Common Bermuda 10 lbs./acre 00 00 o° o o°o o Plansheet #3 prior to installation of frames, hoods, and/or grates when upstream areas are denuded ~
Rye Grain 100 lbs./acre NOTE: THESE REPAIR AREAS ARE MARKED ;ED EXTRA DEPTH ABC IF NECESSARY DUE TO and the inlet is needed for drains e, All catch basins shall utilize the curb inlet sediment filter as W (BITS POOR SUBGRADE. MUST BE APPROVED BY 9
UENCE IN FIELD WHERE EXIST. PAVEMENT EXHIBITS ~ CONSTRUCTION SEQ April -May Ky. 31 kx Alta Tall Fescue 200 lbs./acre SLOPE 1 1/2:1 EVIDENCE OF SUBGRADE DAMAGE. I ~ shown b the detail on Plansheet after frames, hoods, rates and curb & utter are installed and W NGINEER PRIOR TO PLACING, INCLUDED IN Y ~ 9 9 L _ _ - ~ E when upstream areas are denuded. 1
with Common Bermuda -Hulled 25 lbs. acre OR FLATTER ~ - - • FOR EROSION & SEDIMENTATION CONTROL / MISCELLANEOUS ABC. W TONNAGE FOR 6. All exposed storm pipe under construction shall have inlet protection for erosion control when upstream L.1.
1.) Owner shill obtain Erosion Control Plan approval from June -August Common Bermuda -Hulled 5a Iba./acre TOP OF BANK TOP OF BANK ~/p Dress are denuded. See detail. ~ u
N.C. Department of Environmental and Natural Resources Ky. 31 Tall Fescue 100 lbs./acre D 1 11"E-1 PAVEMENT (NC DENR); Division of Land Resources. with Millet or Sudangrass 60 lbs./acre '1VEMENT REMOVAL ~ REPAIR 7. Any extra earth material or demolished materiol shall be hauled off-site at an appropriate disposal L.G. facility.
2.) Prior to Initiating work, the CONTRACTOR shall notify September -November Ky. 31 Tall Fescue 200 lbs./acre (FOR SU8GRA0 OR SUBGRADE $TABIUU110N) 8. Existing waterline elevations have not been verified. Proposed storm drainage pipe crosses this waterline
NC DENR of starting date, Install temporary stone construction with Rye Groin 100 Ibs./acre at several locations on Forest Drive and Village Drive. Contractor should verify the elevation of this
entrances at locations shown. Install silt fencing and °o other devices as shown on the DRAWINGS. Clear only as ~ HEAVY MULCHING REQUIRED PIPE C PIPE O.D. + 4' waterline prior to construction of storm drainage pipe. Upon discovery of any conflict, Contractor shall N notify Engineer so that adjustments may be made.
N necessary for installation. MAX, WIDTH 9. Contractor shall maintain traffic control in accordance with the latest MUTCD Manual and Knightdale
m 3. Proceed with construction, talon note of requirement Fertilizer, time, mulch, etc. for all seeding shall be applied at the fclow(ng THICKNESS (T) MAX, 9 set forth in Contract Spec(ficatlons for seeding disturbed rates, in the absence of a soils test: H Standards. Additionally, the Contractor is required to initiate contact with adjacent property owners
areas within 10 days. Install stream channel stabilization PROP. I-2 SURFACE COURSE or person in responsible charge, prior to any disruption to ingress and egress. All efforts to minimize PROP, HB WEDGING these type of disruptions shall be agreed upon by the person in responsible charge, prior to any
Immediately upon completion of any cross~g. FERTILIZER: 10-10-10 - 800 Ibs./acre FILTER _ PROP, HE LIME : 2 tons/acre FABRIC (TYP.) _ _ _ ~ 4,) Once permanent vegetation is established, remove _ _ _ - - - - - SEXIST. PAVEMENT TYP. ` V ( ) disruption. The Contractor's traffic control plan shall be discussed at the Pre-Construction Conference.
cv temporary erosion control devices and seed aiy areas MULCH : 2 tons/acre of small grain straw " B 3 H No separate bid item is reserved for traffic control. These costs shall be included in any related items
T disturbed while doing so. TACK : Asphalt Emulsion - 300 gallons/acre THICKNESS (T) 12" '0 5.) Notify NC DENR upon completion of work for f(nal inspection. 12" 12" in the Bid Schedule.
~ The areas to be seeded shall be reshaped to provide for adequate drainage 10. Contractor shall seed all disturbed areas according to the Seeding Specifications °s soon as possible
r by eliminating pockets and depressions. All rocks, roots, clods or other debris NOTE: TYPE-2 PVMT. REPAIR REQUIRED IN shall be removed and disposed of off site by the CONTRACTOR. The seed bed ~ IN EXCAVATION AND SELECT BACKFILL and not to exceed 10 days after being disturbed. No separate bid item is reserved for erosion control. (INCLUDED IN PIPE CONSTRUCTION) These costs shall be included in any related items in the Bid Schedule. -
shall be r ared b scarif n or otherwise loosening the soil to a minimum - PAVED AREAS FOR PROP. PIPE rn de th of 35 inches Lime and fertilizer, at the apeciFled rotes, may be mixed H= RIP-RA TO TOP OF PIPE (MAX. H-D + T} INSTALLATION OR EXIST. PIPE REMOVAL. PIPE JAL. SEE PROJECT SPECIFICATIONS 11. All Right-of-Way and Easements shall be obtained by Owner prior to Contraction. Right of-Way )OB N0. 202303.0 PIPE O.D. and Easements on these Drawings are approximate only, Right-of-Way and Permanent Easements, as
into to loll during preparation of the seed bed. „ T= 22" C SS 'I' RIP-RAP, UNLESS OTHERWIS NOTED ON PLANS. 12 12" 12" well as Temporary Easements, can be referenced on the final recorded Right-of-Way map. DRAWN BY BRL
r+ Mulch may be applied manually, with tack applied by a mechanical asphalt T= 18" LASS 'B' RIP-RAP, UNLESS OTHERWISE OTED ON PLANS. 12. At all driveways with a curb turnout, the I-2 surface coarse shall be shaped with the curb turnout so
distributor, or the combined materials ma be applied simultaneously w LENG = 4 x D, UNLESS OTHERWISE NOTED ON PL NS an asphalt applicator on a power mulch blower, that a swale is formed at the gutterline for continuous drainage and the I-2 shall then tie back into CHECKED BY JTL
the existing driveway. For driveways where the existing grade does not allow a Swale to be constructed, DATE ISSUED the curb and gutter shall be turned out so that water drains immediately to the adjacent ditch. JUNE 2003
RIP-RAP PLACEMENT PIPE REMOVAL OR INSTALLATION AS REQUIRED 13. Sidewalks are required to be continuous across any gravel driveways and shall be 6" thick in such SCALE AS SHOWN
PIPF ~l1Tl FT WITH BITCH ~ ~ . _._i. _i. i ..1_ L..i iL_ _.._L 1.....--..1 -_J
a cases. aiaewaiKs are not requires across aspnait onvewaY curo wrnouis, aui uie cure wnwuL unu
i NO SCALE rn sidewalk shall be depressed (on a 12:1 min. sidewalk gradient) so that the sidewalk is "at-grade" with
TYPE-2 PAVEMENT 0 AVEMENT REMOVAL & REPAIR the asphalt driveway and provides uninterrupted movement for handicap pedestrians. Sheet No.
o FOR PIPE INSTALU 'IPE INSTALLA71ON OR REMOVAL)
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CONCRETE BLOCK ' • ' ~ : ~ i CURB & GUT' -CURB & GUTTER ~ v
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12 GAUGE 4"x 4" OR 2"x 4" WELDED WIRE HWKED ONTO NOTES: 1) TOTAL DRAINAGE AREA FLOWING TO SILT - - c ALL PARTIALLY COMPLETED STORM DRAINS ~
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED FENCE MAY NOT EXCEED 1 ACRE. TO CEDAR OR WOOD POSTS W/ N0. 8 STAPLES 2) SILT FENCES SHOULD NOT BE USED AT SHALL BE PROTECTED AT THE END OF y~ y EACH DAY IN ACCORDANCE WITH THESE ~ ~
PIPE OUTLETS OR IN AREAS OF CONCENTRATED DRAWINGS. W ~
ULTRAVIOLET RESISTANT {BLACK) MIRIFI FABRIC FLOW (CREEKS, DITCHLINES, SWALES ETC.) D TO WIRE W METAL OR EQUIVALENT SECURE / W ~ O
CLIPS OR WIRE AT 6" OFF CENTER WIRE SCREEN GRAVEL FILTER Z M
6' O.C. MAX. STEEL FENCE ~ cn UPSTREAM END OF ~ p~
MAX. SEDIMENT STORAGE LEVEL. REMOVE POST (TYP.) STORM DRAIN Z ~
SEDIMENT WHEN THIS LEVEL IS REACHED B~- OR AS DIRECTED BY CONSERVAl10N INSPECTOR. OVERFLOW OVERFLOW W ~
gLT FENCE RUNOFF WATER FILTERED WATER R
r"" IM T W/ SED EN
~ II Q ~ f 1 1 1 1/3 PIPE DIAMETER
r7 AGE PIT ; • i:"
' 1 ENT STOR ` IM ~ y:. SED SEDIMENT • FLOW OF WATER
' ~ SHEET DRAINAGE ONLY WIRE SCREEN WASHED STONE FILTER
- NATURAL GRADE TO INCREASE ST00 ONG THE LIFE OF 2"x4" WOOD STUD CURB INLET CAPAC TY AND PR ACROSS PIPE INLET
~ THE SILT FENCE, IT IS GENERALLY z CARRY APPROX. 12" OF FABRIC IN10 TRENCH, COVER W/ SOIL do TAMP BACKFILI ADVISABLE TO DIG A SEDIMENT PIT I'I I'I I°I I I Seal
~ CARRY 6" OF WIRE INTO TRENCH IN FRONT OF YOUR SILT FENCE HARDWARE CLOTH II HARDWARE CLOTH II Illlllllllp
iv WHENEVER POSSIBLE. METAL, CEDAR OR 4"x 4" TREATED WOOD POSTS AT 10' a.c. Max.. BLOCK & GRAVEL CURB INLET SEDIMENT Fll_TER 1 1 1 I I ~~~~II ~~p !!l ~~ii I I I I I I ~ ~+r'VTQ
CEDAR & WOOD POSTS SHOULD BI 3' DEEP MIN. I I I I I I I I ~i u u u ~
SPECIFIC APPLICATION MAINTENANCE 11NTENANCE - ~ 5 87 ~
NO SCALE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 1) THE STRUCTURE SHALL BE INSPECTED AFTE INSPECTED AFTER EACH RAIN AND REPAIRS ~ ' Q'.
INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO MADE AS NEEDED, PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 2} SEDIMENT SHALL BE REMOVED AND THE TR ED AND THE TRAP RESTORED TO ITS ORIGINAL ~
DIMENSIONS WHEN THE SEDIMENT HAS ACCT IMENT HAS ACCUMULATED TO i/2 THE DESIGN NO SCALE ~i~~FNT2 ~
DEPTH OF THE TRAP. REMOVED SEDIMENT SUITABLE AREA AND IN SUCH A MANNER T A ~!lnnulnll'~ OVED SEDIMENT SHALL BE DEPOSITED IN X90 ~H A MANNER THAT IT WILL NOT ERODE.
3} STRUCTURES SHALL BE REMOVED AND THE dOVED AND THE AREA STABILIZED WHEN THE REVISIONS
~~g REVISIONS REMAINING DRAINAGE AREA HAS BEEN PROI HAS BEEN PROPERLY STABILIZED. Revisions
6-98 NEW DETAIL
~ NEW COMPANY
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STD. N0. TOWN OF SID. N0.
TOWN OF No• TOWN OF KNIGHTDALE 2.04
KNIGHTDALE KNIGHTDALE 2.0~ 2.03 STANDARDS
STANDARDS STANDARDS
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TYPE I-2 B•C.S.C. -1 1 2" MIN. FOR PAVEMENT 1/2" RAD.
ROADWAY REPLACEMENT OR AS D RECTED BY THE 0 BE ENGINEER. TYPE RS 1H TACK COAT T 3" RAD. 1/8" RAD,(TYP) ~ ~
APPLIED AT THE RATE OF 0.10 GALLONS PER ea
R OR SQ. YD. ALONG EDGES OF EXISTING PAVEMENT R/W OR R ~ ~ & NEW BASE COURSE PRIOR TO REPLACEMENT 6' W
VARIABLE R/W OF I-2 COURSE. 12, t/g• JOINT BALER
VARIABLE 12" TRENCH WIDTH 12" a , W 6' e a e a 12" a d ' . 4
I . a' e SURFACE OF GUTTER • , JOI~JT RLLfR ea a
,I ~ I 5.0' I 2 0 5.0 VAR. I s' z VAR. 2.0 4' MIN, ~ . 1- , 2 ~I I-- W
T - I ISIDE-I CLEANOUT & CLEANOU & SIDE WALK WATER METER a°o°°°°°e°°°°°°°e°s°°°°°° °°o°°°e°a°e°°°s°a°e°e°°°° A.B.C. (TYP} /
WATER METER WAU( I 8" I I o°o°°°°o°°°°°°°o°o°°o°°o°o°o°°o °°°°o°o°o°o°u°o°°o°°e°°a°o°°°°o I I 6" ° e°e°$°o°a°voveaoaeoooe °$ooav°o°s°$o$o$e$°aooo$o I I I I I I °°°°°°°°°°°°°e°°°°°°°e° °e°°°e°°°°°°°e°°°°°°°°°e° EXISTING PAVEMENT ~~'-6. J VG PAVEMENT (TYP.)
I I I I I ii I CUT SLOPE _ ' I I 5 B.C.B.C. TYPE HB , .
SAME AS I I POINT OF
OTHER SIDE " FT, (TYP,) CROWN 14/ / 2:1 MAX. . 2'-6" CURB AND GUTTER TRANSVERSE EXPANSION JOINT J
' 3' FILL SLOPE , f IN CURB AND GUTTER
GAS Z (sOUTH & wESr sIDE) C BACKFILL NOTES:
z _ SELE T . ~ ~ COMPACTED IN 6 LAYERS 1. MINIMUM PAVEMENT REPLACEMEt• :NT REPLACEMENT REQUIREMENTS ~
TELEPHONE FOR TOWN STREETS AS SHOWN. .TS AS SHOWN. NOTE: I.•- W
CONDUIT ~ ELECTRIC CONDUIT 10 2. USE OF PAVEMENT REPLACEMEN NT REPLACEMENT (AS SHOWN 1. CONCRETE SHALL BE 3000 P.S.I. ~
8" ' :PIPE O.D. .8'~• MIN. HEREON ON STATE ROADS SUB. • N.C.D.O.T. APPROVAL. ATE ROADS SUBJECT TO W )VAL. 2. CONTRACTION JOINTS SHALL BE SPACED t/B" RAD.
WATER SANITARY SEWER •'12"; 12°'' MAX. 3. REPAIR PAVEMENT MARKINGS Wi AT 10' INTERVALS. JT MARKINGS WITH SIMILAR MATERIAL. 2 t/2' W e
(NORTH & EAST SIDE} 3. FINISH ALl CONCRETE WITH CURING COMPOUND. ° 3" 1 3 4" RAD ~
12" MIN. ~ v
4. THE MINIMUM LENGTH OF ANY SEGMENT a a" RAD. SHALL BE 5 FEET, °e.' ~ ° , ^
V1
CROSS SECTION NO SCALE 5. TRANSVERSE EXPANSION JOINTS TO BE A a' MIN, A.B.C. , . MAXIMUM OF 50 FEET APART. '
o NOTE: THERE SHALL BE AN 18" VERTICAL SHAPED INVERT N
~ SEPARATION BETWEEN WATER & -6°
SEWER LINES. m PROJECT NOTES: UNLESS OTHERWISE NOTED, GUTTER CROSS-SLOPES SHAl1
PROJECT NOTE: SEE DETAILS OI ti E: SEE DETAILS ON SHEET No. 11 FOR SPECIAL PAVEMENT BE PER NCDOT STD. DRAWING No. 848.01 (SHEET 2 of 4). MEDIAN ANO ISLAND REMOVAL & REPAIR ON FOREST DRIVE & VILLAGE DRIVE (FOR ExAMPLE, 1/4"/FT NORMAL CROWN PAVEMENT HAS
REVI~ONS PHASIS ON REMOVAL & RE PROJECT NOTE: THIS 15 A GENERAL STREET SECTION ONLY WITH EM THE LOCATION OF UTILITIES. SEE TYPICAL STREET SECTION ON A GUTTER CROSS-SLOPE OF 1/2"/FT.) CURB AND GUTTER N 5-93 REV. ISLAND CURB TITLE
~ PLANS FOR EXACT STREET DIMENSIONS. 5-93 DELETE 12" A.B.C. 6-98 NOTES, ADD 4" MIN. A.B.C.
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t0 STD. N0. TOWN OF STD. N0.
~ sm. No. TOWN OF TOWN OF KNIGHTDALE 4.01 JOB N0. 202303.0
KNIGHTQALE KNIGHTDALE 3.07 3.08 DS STANDAR
m SHOWING UTILITY LOCATIONS STANDARDS STANDARDS DRAWN BY BRL
CHECKED BY JTL
DATE ISSUED JUNE 2003
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