20110413 Ver 1_Site Plan_20110729

Tawn Cart'lfica~on,'~'hisdesi~nhasbeenreviewedbythe
~ ~ „ ~~u0fESCfifi~ ~tll~~ial~ l~Qiill$Qf~ Engineer fordreTowna£I{nightdaie,andtothebestofmyknowledge ~ pia r4 M~ RIDGE VENT
rESr ~Q, ~ T~sT ~o: ~ ~ and belief, it conforms to the requiremeats established in dte Standard ~ PEI~icAT10 Specifics' ns of the Tawn of Knightdale.
usnl! ~.utam~,atJCE nwar,e~auwrnnix) uort~.ua+ixancnr>Lm° itmrcvna~xj
IN7Et~1Ep 9'~E -Par bsifdilrg an4 wad~ntogniad app(le~aas. p~Gpt2tive ~f81!•NI4urMCd Lighting ~ ~ ~ r ~atcl lZ. 28 C'~ Ctll35TRUCTION Rugged, die-cast aptgle~piaas almn(nula hmising. Glie~ i M a 30 YEAR ANTI-FUNGAL DIMENSIONAL SHINGLES
_ t:esP doer(rz.na 5a^ a 'l16" ttiiait iemjmred glass tans, naor{ramn is Pnklp i;; x z - ~ ~ ~r gask®tad with ooa~piace sand ~7ieone. „i' ~ .e
l ti' ~ J r o = a,: RiNl6n - 5xnarMrd Slttisn is tesYn~ed earl! bronze {DUBTI coreesion-resin t? 1.. ~'r'° t t.r ~ ~ a~~ ~g+ 8" FRIEZE AS SPECIFIED
[ant pa(yestar powdor f!nislt, ACdhionai escitilaciursf rplars are atiallnbla', ~ ~i Q AtWBe plans 2re approved by k~t~ do~rn of ~(nl~ttdalC 2nd BeiVE 2S sea wwus.litiaonie.cundarabeohrrs. Striking is also avaHabla. ~ i ~ G cons clan lane for this project. 12 I2
tlPTICAt SYSTEM Segmented rofteawrs for anpar!nr unlformlF~ a~ mor.~ zk': - _ 2~ 8 vol. A4edium throat (t~6t tug cutatt disEfibu+5on a¢aPir~la. G~d~PACT PLgORESG~~iT ~ ~ r 8 `1+,,a
pI~GT8IC~4L'd1'S?F.M Cs»ItasT Class V mulH•enft slacvarie, hi h owsr a' $ , atC: 1 9 p ~ (ocrar mufti-e~orl, <Ig%THD, with scarring tamperatmo of p"F;4B°CI~ ~(idT( ~ n~ ~ &Ctd t 5" CEMENTITIOUS SIDING
Sochat: High t®mpsraturd tharrngalasGo with mf inleyvai Eamp ra#smian rdip, $OdOlf(%NIt00s ~ w ° i
I@15TAttA1i[dN - U14versal modlttrug meshenisln ~iHS iirtegral mounting lmngtd: lfi [45.7} 26TH ~ s~ ~ aupnnrt alloys tizturs to Iriape Qatm, Bubbly !Duel prauldes correct allpnment poi. n Ipfg; TJ251RT u t z E a a e u ~ a a a € .rte
wgh each '~~n^mlimion. Cvrrall height 93/3 {C.R; lamp, hwiza+tal lamp cr!enla5on W lamp, h6YlZtlnfAl larrq oner,k94an LlSTINO X11 lulled Pp ~{S and Canadian safe Mandacds lass a ,Ions}. 2/'a2~TFi7 SEAMLESS GUTTERS
' 1N J p" *weighh 5e ~f'?Ekg) rualGSiv~e vziues:>asZl an 9«' Fcuca~evalues haled an t2' 5ultabia 9m ^.vet larannna {earoP Iecadnu gstaq in lenu-up odaniationL t~LU 42TRT - apli~xr seem wot (neePon list6ng in up ariontatinn )sae Optbirs; IP6S Patad, `waighrascmrrignrea~n ~~12TRT ream'~nyt~isht,'BtUratetiurre~rs, mourwnghe~m.2aoprated uman`. AND DOWNSPOUTS ~ ~
zJ°~d111biBa:. eaAA1D16 halnw. ~_urrenaire Efflr.~rmq. 2e1~ 4um0iziire EHicrencq. 50~4Wi, rgelt.',~')Bal'if 81101185d)eCI i?G18np9 WlifI04ll oQ11a2. ~Ij nli?an°.u(16Beare iltt~ll9atteaflmR9r91 U11etW alilarMHeR y}187fkd, .._.___r..._..~_~___..___......_____~._..,.._.._.........,..., ~ ~
w 4~2TR'~ f~~ T~sTwo:l_YLtt~aa
~1RDERBN~ INFpRMA,T60~ Ear shoPtoat iced Wimss, configure praducC using s~tondarJ options {shownln hQidi, ,~vnuraimamcnatorlr~n~~,~t Examuie;+NSQ42~1iT~lUf~gfl71.1LP! .z
PLATE HGT. ~a ~ X17 ~ t s~tr€ar b~~~d~n Ishf
~ _
~ u~{s, dark denies lvattag~Sarucc~ Disvibutlun Vnktage' 4PSons lamlar` I ~ u~ l WSfg 250TT tslD hPeHwm ihC6W f2C 9niuocg ustallad in $xtwr, @P6 idmp tl~. t° _ t y ~ 6 7 ~ _ ~I r ~ I ~ . ~ ®Q
~ran~ ~ color al~cf full cat off li l~tsn i o © _ _ _ _ 1 2l2CGT'f 271 DC13 Emerycnci cncuif ~~t volt i35VV isngi I inrlutleal ~
ESTAT Sd1 included std l" 4LP 1E~ I_, s'~ ~ C9 1 _ 1 TI2BTR7 A9UOli' ?pGt2 £riargency encmt 12 etHt Iz. 3~J Eaiups 9Emp ~ z ~ i I iacludedi ~
9tTR SiG2072 Emer; ear, oirtlait k volt (ww lamp ' ~ ~ ~ finish'; ( ~ { l (t~ ! ~ ) 7132TAT ' innlu adi Gy eD ~ "I i - ( ~ ~ i C2. {
_ _l 42f&Id .t1C2n97 Bluargeaot canal! 12 uolt 12 2(4ru' fnmpn Iklankl 4ark ~nnee, ~ a; r ihnlgtledi' Cexiured
2142TRT pfG G~tltaicE tans a dSST aen3slens, u r s x 1 EL Emargencp circu~YS textured 2 s a e BtPoat ( i i _ V ~ i
!slap 4ranen, rdanntlngNNgM _ _ Ei~w Emelgeucy battery rack. {3~'F min. I pN~47 ~dt4dY&f Ml laiz,. horizontal rani grie~lzaicn ComR~~Htroreaaanz l8' l2 14' Y6 _ _ - trperaang temp,(°j„ f A dlNhiltlUfi, ram,~ntPa~raN~~slv~edon12' d'lYViliP 3,2W @72 4fi r;.3i g~8
ELDVdC r7unlra WnP d Pot Rn41ne° 65G ra~note " " ~ . tkcrY Pecs (hzttrrV park quq inuiuded; 3laf tex0ure nxal~InyhegntS2WmterJJunune {2192Va`TrtT 9,gVG 7.dd 1.4 6~3 p.~ ba C~NP16 tMllfte, tmcbin~reErfiC~trKv; ag.;pk -i _ l _ _
mm, nnarxting 4airp,d ELDti'JAP3 >llfmlro ~aairatl for PSiAUn nr PSl1LS remofa te#9ursd I I
ILLS giaek, bs tterp pose lbatterp sack not i!w lurled', 31°1' texlor®d l olb1. aperadng tainp,t~tl ~ry
FJER Emer eocp lxi) suoudafy snurce Caikery G6 Erahanra0 ~ I! J ~ _ 9 a gask I.4'r mia aperadng Yamparah~relag coaosiun __.m.~.....___- _ i ©
re5lata nt _ ~ _ _ _ T Ch I I 2@tElr Eil~urgancp LE? sou~anderp sourc® {tea ~ I ) NmES~ modules) batterp one bs°f min, operating CA'f Pdun~stick +1 ~ l f
P Poiul°;-wi Disc! a7ic bailee! oapabia of aper,fihg or. env lme tomperetUre)a° protective _ !l ~ ~ _ ® ~ ~ ~ ~ ~ a"t "i i aorta afl,ti',12g27i6' 6P~fiF internal slaw~bloev insings'a cnatiapl~t M ~ M ~ E ~ ~ ~ M I ~I W a I .I I ~ Q?U,,~O4.'C~OU~ NNE
Na.aaegahsnwithGpeG,EC,ktuws. PE Pllutaefectria colhhtlnalt NYZ'Pa1 ~ fA M M M M ~ M M ® s~ M Qt tC I a rAex6nuro IowfiPeruaifipa~amnh7rhidra. VdLU Woklucatioa dno¢ Pot tip orientation M ~ ® p ~ ~ ~ M ~ ~
A NNarnilarlaui~htdUGLl,nusrsaeutyaoitage. CSA hSAGartiiioQ ~ ~ ~ ~ l _ 5 Nra avMleo a wiq~ lt~TBT nrYlh2T8i NOtu1 WOhf Certified I I _ _ U7 C U~ ~p`~~~-i~~SU~ ~6p ~ ....'C7 CPU N 4- N"~Ci C7 N U1
E Naeavailet~e vutl~~nGSUr EL. ~ we rate! ` ~ ~ ~ ~ ~ ~ ~ ® 2N FLOOR v. f~. M ~ ~ M M ~ M N ® M ~ 1 Nut 2•aminlIa w~4r2d7TrfT. GRW ScrPece•momled heck bax1e r, ~ ~ _ _ - - - . _ a:, oO c~~~ON U C~ lJ .C 3 ~ ~ p p ~ 4= ~•q~
a Nn[eaaaa~a«a,~mfe,nr>aRetmrrs uTe tsptlls5aegreac"- t q i„ „ , ~ M ti I~ ~ ~ PLATE HGT. 9 Masr specT'y 120V ar 2i7U. NfG Whe goard° lyl°-ITAMC - ----y- ~N ~GC1.t;i~pKll ~
10 fdu:e~eellaz~iewlth347U, up Vandaigutltdr~ f,..'~Y - 11 M,.i9C ha MaLrad rdvh fixture; uwnaa~ke field inatallro6. 6ms:-d~ntEW°y~s _ _ $GmcNGWM!'ptlBM x9 T3~~NQ~~N''Ci vN UFO ~ -GL LpvUNONN~~p O~O
12 Pfisr bo ar4ermi v>ua aG.aa9orP, tA'~P'baoeaa"~`a ~ io i 17 See arynv lirhonla.caN.archoMots 101 n9816uns! cola' optlnn:. ~JCOESSI?Ptt'5 I to =dam' .ti
19 tslpa4llnish aril. ._...r,r r, , -i 9 ~ hder as saparah oarsinp narahs;. ~ _ (@ Er rS PRUSrbas0sci9aAl75((ixmuwlzhU'6~ udS8B6'V Su~taea~mauntod titi~l boa ~.r~ ~ ~ UthoniatiGl2ilrg ~ ,~.1 ~ ~ `~C C7 F- O.C7°4 ~ Clfa,'~''.~4-- (.a C7 U ' ~ VINYL WRAPPED
tE Hl:aat~ify finish. 'NSUTS UptlR 5 degrres ~ Ratdnar lµpulws "„t i I METAL RAILING F- ~ O ~ Cl7
An Dna i;NunlaaNev, Gongare,SAS9at2 ~ N I PLonn:77tl~HY/~9(~ 6sx.7T4~StE-1203 ~ , ~I OUtllsi0f $hC~(#1Nf~4~^GF CP~~146 SiBeet~:Y~SQ-gF rfi2@f~AgclYbreudvU4~~nng,Inq,R~~32diC~ wovwJxhwda.ocm I i (t1 1
~ ~ ~ I
I FLOOR W ~ ~ ~j Q 5" CEMENTITIOUS SIDING ~ ¢ {w,
7 99 ~z~~
SLOPED ROWLOCK SILL ~ _ ~ X ~
One Bedroom - ~Jnit G~ c~nwc~~
9" SOLDIER COURSE ~
N Q
~ ~ ~
- BRICK VENEER r
. o
.
Kcal 1 ~ ova ~ ~ n Type ®ne Building ~ w
SCALE. 316" = 1'-D"
c~
CEMENTITIOUS CEDAR
SHAKE SIDING
i i/2 1 i/2" EXTERIOR RIDGE VENT 30 YEAR ANTI-FUNGAL z
LIGHTI LIGHTWEIGHT CONCRETE DIMENSIONAL SHINGLES
ALUMINUM UTILITY VENTS
AS SPECIFIED 8" 1PRAPPED FRIEZE
Z
I
r _ ~u
~ ,s ~ ~ ~
4 j~, o
A~~+ ~ w r ~ ~
. ~ i i°i i ~ a C~7
~ ~ i 40~ ~ G ~k
~
u:%"~ ~ ae~..
PLATE HGT. ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ SEAMLESS GUTTERS ~ ~ ~ ~ w -~------m & DOWNSPaUTS ~ ~ a
_l _ ---~--i I
I _ ~ I i I } _ I {
~ ~ ~ i i_ l i } ~ I
i i ff ~ i ~ _ill 1 Y W o rn a a
.i f _ ~
Calculations shown far conformance with the ~ ~ _ , ~ I ~ I I i ~ ~ ~ ~ ~
requirements of chapter 5.9.0.4 of the . _ ~
KNIGHTDALE UDO related to windows, doers, _ _ _ _ ~ ~ I Li I
balcanles and parches. - _ . _ _ _ _ _ r, k G
1 J
J I WSQ IPALL MOUNTED, FULL ~ ~ i ~ CUT-OFF LIGHTING, TYP. ~
~1 ~ c~ I I (jij(~~ - } ~ BUILDING IDENTiFICATiON ~ ~ ~ _
~ ~ i I
BUI(.piNG EXTERIORS l _ I Iw l ~ ~ ~C7 i ~ PANELED VINYL SHUTTERS ~ O O
1, i3reezewa stairs shall be 48" clear between rails m i i y _ ~ I ~ f ~to~~
to ocaommadate Area of Rescue Assistance an ~ _ _ ~ second floor, 2N FLOOR _ _ i ~ ~ 5" CEMENTITIOUS SIDING ~ (f) ~
2. Breezeway slab shall slope away (dawn from) the - - - _
stair landin at a rate of t~" er foot. 3. All unitsgand buildin s shallPbe individualf marked PLATE HGT. SLOPED ROWLOCK SILL ® F-- Q = - ~ ~ ~ O ~ ~
9 Y with visible, aontrasting identifying devices, lit from ~
dusk to dawn. A - - - - - I i 4. Provide single lever deadbolts, doarknoakers and I 11 ~ i~
peepholes at all entry dears. ~ ! I; ~ ~ ~ ~
5, All windows shall be vinyl (which don't' require ~ ~ ~ thermal break), ~ ~ I
6. All exterior doors shag be insulated steel. i .l w i I I ~ © ~ ~ ~ awe
7. Provide 30 year anti-fungal roof shingles m ~ 8. Vinyl siding shall be solid, without filters, and ~
shall be a minimum ,044 inch thiak. ~
15 FLOOR ~
9 99 ~ ~
36 ®4
3/4" J CHANNEL FRAME J1iE STEEL ORNAMENTAL FINISH EDGE OF CONCRETE 8" SOLDIER COURSE RAILING SMOOTH TYPICAL
Wf VERTICAL SOFFIT 5T L One Bedroom - Unit, O1 coVER 5T LAND
~o CI Calculations spawn far conformance with the CO CRETE STAIR 5" SIDING BRICK VENEER I~TtouS DRAWN BY: CHECKED BY:
re uirements of cha ter 5.9.0.4 of the % CrC~'1 ~L i~RAPPEI> VINYL WRAPPED PGC SRA
~ ~ P WS ears _ ~L RAILING METAL RAILING
KNIGHTDALE UDO related to w~nda , d - ~a~ Na: DATE:
balconies and porches 54% total - 04/28/09
as - Building Type One Building # 2 4¦~
1 Front 8c Rear (Hodge Road) Elevation
SCALE: 3/16" = 1'-0" A

RIDGE VENT, (TYP)
30 YEAR ANTI-FUNGAL
DIMENSIONAL SHINGLES
8" FRIEZE AS
SPECIFIED
L4 CEMENTITIOUS SIDING i.4
r----> F
~o ~~~o e~~~am ~

a w h e 4.1 f r 6w ht~n Po. ee e t a 0 r / norm j ,9a@
9 9
t sheet Cu y
~ ,o~ i ~ ~,a,y'~~~ /
s° ~a® PLATE HGT.
----T----------~-
~ _ _ . _w_ . f i i i i ~ ~ ~
~ F ~ i f ~ ~ ~ ~
c~ 1 I ~ { ~ ~
~ I I_ _:f
I r w ~~i ~ ~ . _ ~ m i _ . I ~ I~ . ,l PANELED SHUTTERS ,,,r~" a r i
k I ~ _ _ ~ ` ~ a ~ ~
3R FLOOR ~ i
PLATE HGT.
~ - - _ ~ - - - ~ 1 I
w ~ _ 1
f®® H 1
r ~ 4 _ ~ d+
l _ m . ti ~ W
CO CQ A l p ~ Uw- ~7 a~-<[ O U ~ a3 N~ 1 ~ 5' CEMENTITIOUS SIDING c ~ ° Q ~ ~ v ~ ''-rs-°
~ x T.. .c v ,ca ~ v ~ o~ ~+o 0~4- ° ~ ~ a
7 . 2N FLOOR _
Town CertifiCatlon. This design has been reviewed hythe - - - - ` - L Ny SLOPED ROI'VLOCK SILL ~'v a~ n+; ° ° a v~~ a ~
Engineer fot the Town of K:aigbtdale, and to the best o£ my krtowl~ige PLATE HGT. and belief, it conforms to the re irirements established. in the Standard
q - Specificati s of t3~e Town of Knightdale. - Q3~~UVtA t.., U.~y C ~
I3~ Date: lD (Z zot0 c~ ~ ~ ~ ~ x 1 8" SaLDIER COURSE ~ Q Sr (f`)
w These plans are approved by the Town of K.ui~tdale and serve as co m ' ~ ~ C}~ ~ W
cons coon s fox thrs project. ~ t5> I-- BRICK VENEER W N ~I ~
1S FLOOR
te• e~.~ $ a. A stra s sa
O
~ = p~ X ~
5" CE~ENTITIOtIB SIDING 4" RaYILOCK SILL VINYL COATED r-
Two ~edro+am - ~1ni~ G2 METAL RAILING U7 W C7~ ~ _.J
Calculations shown for conformance with the N <C O
requirements of chapter 5.9.C.4 of the ~ z
KNIGHTDALE UDO related to windows, doors, - ~
balconies and arches. P ~
ev ~n ~ `l T ~ ~ t In w S~ ~ u~ y ~uildin~s ~ $c3 W
SCALD: 3 f 16" = 1'-0"
Z
U
1 1/2" EXTERIOR 3R
LIGHTWEIGHT CONCRETE )NCRETE RIDGE VENT 30 YEAR ANTI-FUNGAL a
DIMENSIONAL SHIlVGLES
UTFLITY VENTS AS SPECIFIED 6" FRIEZE AS
T e SPECIFIED
~C
~ ~ 12 ~ CEDAR SHAKE CEMENTITIOUS SIDING
6
~ e`e. ' / ~'m, ~v
~ ,e~`''M.,~ CEMENTITIOUS SIDING ~ ~ ~ o~ ae ~ U
d ~ ~ A. ~ / • ` \ I C ~ SEAMLESS GUTTERS Z ~ ~ AND Da~NNSPOUTS o ~
i' ~ ~ i ~
~ i
PLATE HGT.
~ ~ a _ ~ _ r ~ - ~ . ~ A ~ ~ w
~ i i .r { ~ ~
I I ! ~ I ~ ~ - ' i ~ - i , ~ i i i ~ ~ ~ ~ w i _ i i ~ ~ i ~ ~ C!7 R'i ~ ' i [ i
~ ~ ~ ~
a ~ , , f.. i l _ j ~ I 1 -1( ; j W o cs a s ~
.I .I ~ ~ I I I as ~ I _ I I 1 I ~ ~ ~ i k ~ ~ ~ PANELED VINYL SHUTTERS ~ ~ ~
--1 I 3 { ~ ~ ~ I
~3 ~ . ~ ~ ~1 3R FLOOR i °i i i
PLATE HGT. r ~ SLOPED RaIPLOCK SILL ~ ~ h ~ U y,/
~ ~ ~ _ I
- - - ~ i ~ i i ~ ~ f i I ~ ~ ~ {LSQ {BALL MOUNTED, FULL J N I CUT-OFF LIGHTING, TYP. ~ ~
~ _0 _ ~ ~ ~ i _i r' I 1 ~1
~ ~ ~ , i I ~ I ~3 l3f)0;~i ~ BUILDING NUMHER ~ ~ CV Q 1 1 W ~ J ~ Ie
BUILDING EXTERIORS ~ ~ ~ _ ~ i ( I i i I I ~ ~i 1 f m _ _ ~ q ~
1. Breezeway stairs shall be 4$" clear between rails ~ ~ - ~ ! ~ ~ k 3
to accommodate Area of Rescue Assistance an ~ ~ j second floor. _ i ~ ~ ~.I 1 1 I ~ I 1.... J
2. Breezeway slab shalt slope away {down from) the 2N FLOOR - - ~ , ~ . ~ , _ ~ ~ _ t _ ~ l ~ ? ~ ~ ~~~~.1
stair landing at a rate of t/t° per foot, PLATE HGT. 3. All units and buildings shall be individually marked
with vislbla, contrasting identifying devices, lit from ! a J
dusk to dawn. - - - ~ 4, Provide single lever deadbolts, doorknockers and ~~z - - J o ~
I ~I peepholes at al entry doors. ~
5, All windows shall be vinyl (which don't' require ~ ~ ~ ~ B SOLD R COURSE ~L
thermal break), ~ ~ t3. All exterior doors shall be Insulated steel I ! ~
7, Provide 36 year anti-fungal roof shingles ~ m
8, Vinyl siding shall be solid, without fUters, and shall be a minimum .044 inch thick. BRICK VENEER war ~ ~ Q
1 FLOOR ~ UC7~ ~ r.,
9 11 ~ ~
~ ~ E T STEEL ORNAM N A :EL ORNAMENTAL Z :LING FINISH EDGE aF CONCRETE ~
5 4" 3 CHANNEL FRA~4E RAILING r~ ~ ST AND SMOOTH TYPICAL R VINYL caATED PRAWN BY; GHECK~p ~Y:
1'WQ~ ~~(~T'~?()l~'] U~.P~ G~ 3Y/ VERTICAL SOFFIT CON RETE STAIR Calculations shown for conformance with the covER HAND ' METAL RAILING CEMENTITIOUS SIDING
~ C~1 PGC SRA
re u}cements of cha ter 5.9.C.4 of the ~ a 4 0 ® r q P
KN{GHTDALE UDO related to windows. doors,
balconies and porches. 54.5% total 04/28/09
n Building Type Two Buildings 1 &3 AM A000" I
'rant & Rear (Hodge Road Elevation
SCALE: 3/16" = V-0" A4mArm

RIDGE VENT, (TYP)
30 YEAR ANTI-FUNGAL
DIMENSIONAL SIIINGLES
8°' FRIEZE AS
SPECIFIED
.~.a~°..W,._._,..~,~.~..~..,e.~,~,~
~ CEMENTITIOUS SIDING
D ~ I i b~

4.1 r ~r h in ~p~ ee eet o s .°'O b / / /
J
C t Sheet d®~ u ~ J 1` %J ~ d
~d w~~
PLATE HGT. _ r,
- _ i ~ ~ i ~

tit H ~ i i i i I ~ a
~ ~ l r _ u " { ~..J ~ I I~ ~ ~ 1
~ ~I ~ ^I ^I W _.i ~ ~ ~e®
~ ~ p i ~ i a ~ ~ PANELED SHUTTERS
{ I _ _ _ _
3R FLOOR ` I 1 i ~ _ I
PLATE HGT.
I _I
I L~ ® I ~ ~ ~I ~1
~ x I I a ~ -cs . v c i~ i~ U cn
~ ~ I ^I ~ I I ~_=v ~ ~ a°~ m ~ ~ µ'7~'
~ ~ i . I _ _ ~ c,.-,~ E~'~ '~,'--4 ~ 5" CEMENTITIOUS SIDING ~ ~ ° o ~ ~ ~ ~ ~
I I o v .n v ~ v~, ~~~~a~~L~d , . w..'~ cro v ~ ~
2 FLOOR a~ . .w.. L. 17
Town Certification. This design has been reviewed bythe - _ _ w , - _ ~ _ Engineer for the Towtt of K nightdale, and to the best of my knowledge PLATE HGT. _ _ i SLOPED ROWLOCK SILL ~ v a-va a. ~ °..°c ~ ~~w o ~ m U ~._•~LZ7 U c1,1 q
M and belief, it conforms to the req~rirentents established in the Standard
Specifi of the Town of Knightdale. - . ~ ~7 g~ ~L Chi ~ 0.~~ ~ 0.f~1,'"~'.~v~-. CJ t7 v
~ o iu ( L,.t EJ
B . Date; I ~ ~ ~ ~ ~ a ~
um Engineer "i w w 8" SOLDIER COURSE ~ ~ ~ ~J- ~
'T'hese plans are approved by the Town of K,nigh~lale and serve as co ~
cons 'ott s for this~project. ~ BRICK VENEER ~ N ~I ~
Q • F aR iS LO
B te. A
9 !9 1 O
4" ROWLOCK SILL ~1 = X
~'WO ~ed~oom -Unit G2 VINYL COATED ~C ~ r-- ~ METAL RAILING U) W ~ v
Calculations shown for conformance with the W
r it men f ch r .9.C.4 of t N <t ~ ~
equ a is o apte 5 he
KNIGHTDALE UDO related to windows, doors, ~
balconies and porches. . m
Sidi l~~~~~n uil~~ T e ~'P uil~n~ ~ w
SCALE:- 3/16" = 1'-0" I-
<C
1 1/2" EXTERIOR )R
LIGHTWEIGHT CONCRETE ~NCRETE RIDGE VENT CEMENTITIOUS CEDAR SHAKE SIDING C:~
UTFLITY VENTS AS SPECIFIED 90 YEAR ANTI-FUNGAL
°~~°~°-~°°°^°'>•a DII~EENSIONAL SffiNGLES
b
12 ~ i. ® 8" FRIEZE AS
~ ~ ~ SPECIFIED
O ~ a e~~° CEMENTITIOUS SIDING
~ ~ ~ ~ ~ ~
r r-- 1,- A
i, ~ ~ os ~ \ ~ ~ ~G ~ / SEAMLESS GUTTERS ~ o ~ ~i',: ~ , ' AND DOWNSPOUTS p
~o ~ ~ m° \
,l B~ / ~ \
~ i PLATE HGT. - ~ ' r, - - - -.,--w- ~ ~ a

- - - - - - - - i i r-~ r---^.-.-" i f i ~ I ~ A _ - ~ ^ ~ i i i i ir~i -i i ~ i I I i i i i i b ~ ~ ~ ~ ~ I f'~ ~ ~
i Cates i i i i i i i i ^ ~ ~ ~ ~ ~ i ~ ~ i i t j i i i :i ~ ~ ' ! ~ i~
l ti c5 i _ i ~ i I i l! i i i i i I I! I f I i, I } ~ ~.1 ~ i i i i ap l i i ~ i ` . ~ ~ I ~ ~ ~ ~ LLI O fA Ri G
ry ~ I 1 l~. l I I I ~ ~ ~ 1 ~ i i F- A p ~ i ~
-V ._,J I ~ I _ I i ~ 1. ( i ~ , ~ PANELED VINYL SHUTTERS ~ ~ ~
~ a ~ _ l 9 FLOOR ~ ~ I _ _ I - . ~ ~ i ~
PLATE HGT. - SLOPED ROWLOCK SILL ~ r,~ ~ I . , _ ~ ~ ~ ~ {,f,~
i i ] WSQ WALL MOUNTED, FULL
- - - - - - - - ,.T,.._. I I _I ~ ~ ~ 1 ~ ~ ~ E CUT-OFF LIGHTING, TYP. ~ C~7
P2 F _ ~ ( ~ I I 7,d ~ ".i ~ 7 ~ 0.+~ 6J~~(~i ~ i - - ~ BUILDING NUMBER ~ N EC ~ ~ _ ~
~ ~ I l I I I_ I BUILDING ExTERfORS ~ ~ ~ i i W W 0 ~ i _ ~ ...1 I-~ ~
1, Breezeway stairs shall be 48° clear between rails ~ ~ - I I ~ ~ I to accommodate Area of Rescue Assistance on - . ~ I
seaond floor, ~ 1
2. Breezeway slab shall slope away (down #rom) the 2N FLOOR _ I
stair landing at a rate of per foot, ~ ' ~ PLATE HGT, 3. All units and buildings shall be Individually marked
g with visible, contrastln identifying devices, llfi from ~ ~ w ~ C.7 IY ~
dusk to dawn, - - - - ~ 4. Provide single lever deadbolts, daorknockers and ~I i ~ ~ ~
peepholes a# all entry dears. ~ ~ ~i ~
5. All windows shall be uin~ (which don't' require '`o ~ I h rural r k . ~ ~ ~ ' 8" SOLDIER COURSE <C Q ~ ~
to bee) ~ I . ~ i 6. All exterior doors shall be Insulated steel. I i ~ i ~I ° WSW
7. Provide 3D year anti_fungal roof shingles ~ ~ 8. Ulna siding shall be solid, without filters, and ~ Wt,~J BRICK VENEER ~
shall be a minimum .D44 inch thick, ~
iS FLOOR ~
~ ~
9 ?9 44 STEEL ORNAMENTA aEL ORNAMENTAL ~
3/4" d CHANNEL FRAME RAILING :LING FINISH EDGE OF CONCRETE ~ SMOOTH TYPICAL
,h ,,yy y ST AND ~Wq.! ~eI.LI"OUY~ tJ~~~ G~ W/ VERTICAL SOFFIT C4N RETE STAIR R VINYL COATED
Calculafians shown for conformance with the covER SAND METAL RAILING 5" CEMENTITIOUS SIDING DRAWf~ BY: CHECkED BY:
r uirements of cha ter 5.9.0.4 of the 3 5.4'~ Cf C h eG p PGC SRA
KNICHTDAL UDO related to windows doors 9 ! JOB NO.: DATE:
balconies and porches. 54.5% tOt2t1 04/28/09
AM AN .100MOL
1 Front Sc Rear (Hodge Road) Elevation - n Building Type Two Building # 7
SCALE: 3/16§p it-O"
-

RH)GE VENT, (TYP)
~-^1'2-+ .,."".,o din p~7~1
6V ~ 4~y IfATl:lli DlYL'~ - IYATER DIVERTER 30 YEAR ANTI-FUNGAL DIMENSIONAL SHINGLES
CEDAR SHAKE CEMENTITIOUS SIDING
6" FRIEZE AS
r~ / . /I SPECIFIED
' ~ `°'w
~ /
i rr.~
t .
1 r) ee beet A4.1 or 61 tln _ _ p w ; ~ ~
h~f i` 1-~~_- _ _ ~ ~ ~ SEAMLESS GUTTERS
, ut heat ~ ~ ~ ~ & DOYPNSPOUTS °1"°°
- , ~
,r ,.,,.r..,....__.._____.. PLATE HGT. - -
_ _ F _ ~ ~ _ 7
I - 4 1 l I ' ~ 3 ~ ~ PANELED VINYL SHUTTER5
~ ~ !l i i : _ ~ ~ I _ ~ ~ ~
E. I ~ ~ ~ ~ ~ ~ CEMENTITIpUS SIDING
oa ~ ~ I
_ : , ~ I~ I ~ I
3RD 60R ~ ~ j
FLATS HGT. _~.__..~._._____.....w _ _ 19RAPPED 8" BAND BpARD ___~._M-~_._~,~.... I I I ~
_ ~ I _
a _ i i I I i I
~ i 1 i ~t ~ t G i i YPSQ 'KALE MOUNTED, FULL CUT-OFF LIGHTING, TYP.
w x ~ i i i
p., ; ~ _ i i ~ i _
~ m~ r~ i i _ I J I ~ 4x ~ o ~ i >.~5~ 1 I p • - ~Ny 49 ~.C 4 ~ ~ ~ N
x _ c,,aNi tno~.~vo,~~.ca ~~`o ~.'o o,ca ar a~+J v, ~
2ND FLODR _ I _ ~o ~~o oo~~av
PLATE HGT. ~p t73NNw~rri,,.,~iU UFO
I i ~ t~
\ R ~ l ~ ~ I I~ r-
~ I i lWq T ~ ~ d
~ 8 SOLDIER COURSE r` ~ I'-
W
1ST LODR ~~~Q ~ BRICK VENEER ~ ~ ~ ~
~tJ9-eJ ~
CE~4ENTITIOUS SIDING VWYL COATED METAL ~ C~.~ ~ Q ~
RAILING AT PORGIES ~ W ~ L~.
Three Bedroern - Unit G3 Calculations shown for conformance With the
r it m nts of cha t r 5.9.0.4 of the ~ u ~ e ~ 32.9 orch N ~C Q r- ~
a p p _ KNIGHTDALE UDCD related to windows doors ~
r--
balconies and orches. p 5403 total
~ u lid. 1~~~~~~n u~l~n ~ Side 1 Y 'gyp ~ T~.x°~ e Building ~ w
SCALE: 316"' = 1'-0"
RIDGE VENT U r Q%
30 YEAR ANTI-FUNGAL
1 i/2" EXT. EXT. UTYLITY VENTS DIMENSIONAL SHINGLES
LIGHTWEIGHT CQNCRETI LIGHT CONCRETE AS SPECIFIED
Town CertlficatIOn, This de ' has been reviewed the RIDGE VENT, TYPICAL
~ by ~ineet £or the Town o£;Knightdale, and to the best of mp ]snowledge -
anl belied it eanforms to the requsrementa established in the Standard I L~ 8" FRIEZE AS ~
S ecifi s a£ the Town of tdale. p ~ ~ ffi SPECIFIED a
G` ~ D 1 s~-c~6t> l2 ~ ~i F ~ a.ti
By: Dater ~ ii Town Et~.neex 6 CEMENTITiOUS CEDAR
~ SHAKE SIDING
v , ~ These plans are a pto ed b9 the Town o£ Knightdale and serve as I o w
cr<on p s £or this fro}act. r--- i'i - ` ~ Js _ _ 1 ~ • Q o
B . a - I SEAMLESS GUTTERS ~ ~w ~ & DOTANSPOUT5 ~ w ~j ii~ r~~ i~ ~ C) ~
\ ~ ttator

V ~ ~ ' ~ ~ ~ ~ al N
PLATE HGT. _ - t~ Phi
, -
I 1 ~ i i i ~ i d~~
' E ~ I ~ I I' I ~ 1 ; . ' I . ~ CEMENTiTiOUS SIDING ~ ~ a I ~ I ~ .i
W ~ .l J _....f I 1 L,. 1 ti 1 ....I .,I I .~..I .I . . . I -1 i I t ~ ' PANELED VINYL SHUTTERS w o ~ 0 0
~l I ...I _ ....I I. ~ _e.j { i I ' I I Q w
C9 ~ ~ 1 I ..I ~ ,I . . 1.. ...,I 1 I ~ ~ ~ 4" TRIM AROUND ~ ~ ~
' ~I i ~ _ I i ~ co cn w I ~ ~ I ~ _ , ~ ~ ~ ~ ~ SINGLE TVINDONS _
3RD L04R _ _ I . _ i w I
PLATE HGT. _
_ i _ ~ _ _ 1 ~I _ . ~ ~ _ J ~._I U _ ~ I _ ~ I.' I7S4~ R~ALL MOUNTED FULL ,J ~
1 I ~ _ CUT-OFF LIGHTING, TYP.
~ ~!J ~ ~ ~6~Ri ~ ~ :i m ~ ~ a ~ I Sri ~ ~~J,~~.~~ BUILDING NUMBER ~ Q
BUILDING EXTERIORS ~ ~ ~ ~i i ~ i 1
w ~4 Q.._J
1. Breezeway stairs shall be 4S" clear between rails ~ ~ ~ ~ ~ ~ , .i ~ to accommodate Area of Rescue Assistance on f - ~ _ ~ 5" CEMENTITIOUS SIDING U C3 ~ <C
second floor. L I I I A' { ~ ~®U
2. Breezeway slab shop slope away {down frarn) the 2ND LOQR atair landing at a rote ofi i~" per foot,
3. Alf units and buildings shall be individuolly marked PLATE HGT• SLOPED R04ILOCK SILL ~ ~
with visible, contrasting identifying devices, lit from f dusk to dawn, - - - ~ ~ ~ cn Q LLI
- 4, Pravide single lever deadbolts, doorknoakers and ~°w ~~z
peepholes at all entry doars. ~ ~ J ao
5. Alf windows shall be vinyl (which don't' require ~ thermal break). a ~ ~
x _ 6. All exteriar doars shall be insulated steel I i ~ _
7, Provide 30 year anti-#ungal roof shingles ~ ~ 8. Vinyl siding shall be solid, without filters, and ~ _ 8" SOLDIER COURSE C.~
shall be o minimum .044 inch thick. ~ ~ ~ ~
1ST LopR BRICK VENEER ~ C7 ~ U
Z
7 9! 42 SOFFIT AS SPEC'D STEEL aRNA~IENTAL ORNAMENTAL g
UNDER LANDINGS RAILING G
~ 4" RO~PLOCK SILL VINYL COATED
Three ~edre~em: - t1~it G3 TESL STAIR Calculations shown for conformance with the orlc. TREADS METAL RAILING DRAW[~l BY: CHECKED BY;
re uirements of cha ter 5.9.0.4 of the a ~ 18.7 arch PGC SRA
P KNIGHTDALE UDO relat~l to windows, doors, JOB NO.: DATE:
baiconies and porches. 158.6% total 04/28/09
1 Front & tear Elevation - Building Type ThreE Three Building # 6 A404
- SCALE: 3/18" = 1'-0"
-

TOwn Certification. This design has been reviewed
by the Engineer for the Town of Knightdale, and to
~ ~ the best of my irtaowledge and belief, it conforms to 48'--8" A12 RppF LINE
the re uirements es~blished in the Standard fi ~ BRICK VENEER
f S ecificati s of the Town o tdale, p ~ a- 8 ~ 9'-0" 15'-10" 7'-2"
- ~
. . p z°~ B . Date. Y
gin To En ' eer a
i. e
' ' ' These plans are approved by the Town of Knightdale
" and serve a construction laps for this r~ ect ,
J~, ' TWIN 2~5Q T;1~~(~ 2~5 ~ ~ ~ ~ I ri '
liy Date. 111 STEEI, f~'~ ~O'+. C ` ~E i i I i ~ M r-~- , i ~ _ _ ~ _ ~
: , stra r
i M._ ~_n..~. 2 _ ' - ~ iv ~ i
I ~ w ,
BVIP"t~IV I ~~f°1IYV~ L56 t71 d.7~P"1~~ i
CONCRETE WITH SEALA~(T i~ ~
' cs r MUL.T'~ ,RURPc~SF ROi~.. _ - _ ~
_ vcT I, ~ ' _ ~ ~ _ . ~ C~ATF'~EDRAL~CEILING,~ ~ ~ ~ ~ - 1 ~ a~ .
~ _
_ _ _ _ - ATTIC ACCESS L. ~ ~ ~ - ~
. _ _ _ _ UTILITY FIELD LI~CATE i ~ ~ ' 4 AND 6
INK ~ I I ~-a . ` ~ . ~ _ R9DG~ _ ~ ~ a '_p ' ~ DOUBLE `VdAfiER ' U 8 ~
fl L_. ~ M ~ ~ - 7 FOU{~ AI~I-Bt~TH~ ~ RE1~R1G ~ 'J 20 MIN, - - . _ . ~ ..-LOW.~N(~ H(~H ~ ~ . _ _
L. ~ Apr
~ ~ - i
t ~ r i 0 i a v ~ ~ I ,T
16'-g„ 3- 0 _ _ _ _ - - ~ _ ~~~._---r--~,--~-.-;___~_ _ ,
~ 95 UTE~. r r ~ ~ 5,_6„ 95 L1TE . 12, 0°
~n C7 - ~ ~IL~T~ ~ ~ , j r- ~ ~ STORAGE ~ ~ Tv
76 Mailboxes Finish Edge of ~
+ Parcel Boxes Slab Smooth o rv COMPUTER CENTER ~ ~ a~ ~ c~ ~ ~ r ~c, ~ Q y,a~ ^ ,
. ° z a VERIFY EXACT ~ assv°~,c~~ -=as ~ ' m.. ~ . ~ a P~aPE Q - SIZE AND LQC TION = c~ ~ ~-'~'.~-w wE r r ~ ~ O ~ ~9 CARPET ~ ~ ~n o~-~ a„~ r; o
~ ~ ' ~ AID QAP ? , i - v( ~ PROJECT ~ ~~wo c~q~o-~ w~,o.o
~ CARPET ~ r-C X11 ~F ~i~.._f ~~,5! ~ ° pF MAILBQXES W~ ~ o ~ ° ~ ~ v E I ~ 22'~ I~ COORDINATOR ~ ~ m Q~ caa;,J, a~.o a~ ~ a ~ ~
SCALE. 1~4" = 1'-0"
_ _ ~ ATTIC ACCESS _ a. ~ 4 ~ w ua ~ ~ ~
TWIN X15 LI TE ~ 3-0 FIELD LOCATE ~ ° ~ ` ° ° ° ~acsd~ao._._~ U~w
.1 f r 11 htin Se Sheet o e ~ ~~5 LITE ~ i j
~ ~ Cut Sheet k V J
...._.J I - *1 ~
6 _ FRQN,T ~cjA~INC _ . - 1 8„ _ r~ VCT . - ( ~ i I ~ ~ w ~ c~ ~ z ~ I
" r, , ~ WASHER ~ I a , ~ ~ ~ OFD ICE
~ ~ ~i " , P ' ' ~ ~ I
~ ~ i
f,, ~ _ r _ . _ ~ Q ~ ~ I ~ _ u~ d i
, ~ I _ . i _ t ~ ~ , . _ , ~ ~ 3 O ! i ~ ~ ~
, ~ ~ ~ I i W 285 { LITE ~ ~ 2~5Cr ~ ~ J
~ - . f,, FIRE' FIRE ~ ~ a L~.! ~
_i,_._ -,3Q X 48 ~ ~~rt'. ~ ` i l ! ICLE~AR !FLR. ' EST W~ 12" IDE LITES ~ OLDINp T BLE SHALL ~
. _ . -..~~h ~ _ - _ ;AREA-t~jt{~I BE 28" T 34" A80VE ~ TR NSOM ~ c~
~ ~ ~ I f ~ I.......i,.,._.I,.~ , 3_0 THE FLOG AND NAVE _.!3-0 27" MIN. LEAK KNEE~UIIERE PORCH ~ 3-p 'r' U)
'FRC}NT L;OA'DII'I'G ; a. , , ~ ~ ~ ~ _ . FO I G TA LE ,15 ~LTE;i SPACE 8E pW 5 LITE
T N 2550 I TWIN 2850 ~ C..)
CON RETE W
_
i . _ ~ _ _ ~ ~ ~
_ _
_ _ i
j _ _ _
19'-4" 13'-4" 5'-4"
54,_0"
OFFICE UILDINC ~
SQUARE FOOTAGE
pROSS SQUARE FOpTAGE 1844 SQ.FT,
NET SQUARE FOOTAGE 1640 SQ.FT.
0 ~ ~
~ o ~ ~ » ~ ~
" SCALE: 1/4" = 1'-r?" SCALE; 1,/~" = 1,-0„ w ~
~ ~
wsQ HALL z~ouNTEn, FI3LL ~nr
CUT-OFF LIGHTING, TYP.
RIDGE VENT, (TYP)
_ w . d
8O YEAR ANTI-Ir'UNGAL ~
DIMENSIONAL SHINGLES
~ I L Cl// .
PREFINISHED METAL GUTTER ~ ~ r' i ,
JN ~ ~
~ ~ t/3
ti ~ ~w~ ~ ~ _
- _ Y2
4 t~ i I* ~ ~
\ , ~ Y,,, , ~ _ r
~ A r~. i 3 ~ ~ , _
T..
_ . _ ~ _ _ . Z
~ Y Z
_ _ _ I _ . _ CEAI ITI(3US .~.a ~ ~
I I . _ SII~I G ~ ~ _
? C] C1 Q i _ _ _ ~
_I W U7 J C.~
_ _ _ I ~ 1 _ _ l _ I
_ _ ~ , l • ~ I SHUT S ~ ~
x ~ ~
Z_
IST LOOR
PRAWN BY: CHECKED BY:
PGC SRA
SLOPED ROVYLOCK SILL
J08 NO.: DATE:
nnrmr ?m~nrnnn ~4 /t~~
D16.1ti11 YGiV.GL'!6
Rear Elevation Front Elevation Comrr -,o unit Building
SCALE: 1/4" = 1'-4" SCALE: 1/4" = 1'-0"

~ o g a ~ c~ o
C d~' N N ~ ~i
H d ~ ~ ~ ~ xi ~ ~
V1 c!i V,' V~ V1
oc~"~~c~cc
r,,
z ~~~~a~
~ ~~~~~q
~ raw ~i w µi
~ ~ ~ ~ ~ ~ ~
0 4 C ~ ~ ~ ~ ~ ~ z ~ ~
~ ~ ~ ~ ~ ~
Q ~ ~ 0 Q 0
a ~ ~ a Aw. a
i ew ~ . ~
• Q ~ N c~ d' tr , ~U
I~ ENGINEER
r RING CONSULTANTS, INC.
N ¦ W. BAKER III P.E. ~
ADAMS STREET
r ! ~ ~IGH, NC 2?Ea5
SMEET IND~C
~ f 919} 41 ?-3484 ~
COVER SHEET C.1.0
EXISTING CONDITION PLAN CaZ.Q
SITE PLAN Ca~a4
SITE PLAN -OPEN SPACE C.3.1
SIGNAGE 8 MARKING SHEET C.3a2
GRADING C.4a0
GRADING 8~ STORNiWATER C.A~.1 a
EROSION CONTROL C.4,2
UTILITY PLAN C•5aQ
UTILITY • SEWER PLAN & PROFILE C.5a1
~s ~3~ ~ ~ie@,~hrne Ta X0135 ~',0 "1'"' Top~o13SA+~~',p UTILITY -SEWER PLAN & PROFILE C.5.2
~ 78 Residential Units - , rt - I ~ ~ UTILITY -SEWER PLAN & PROFILE C.5.3
TOTAL ~ OF UNITS: t, ~ I~. k ~ ~ l ~ 7 r`~ r ',~~I i r 4i r'id` ~iy.+ t~ ~l- ~ $r I a I ~ ~~p~.,.~,,,,~~~~~ WODGE ROAD WIDENING Ca6.0
dC ti + 7~~r. _ i v Jy" k ~~.1'~~~ Hot ¢r{,~: ~ WATER SEINER ALLOCATION: ~ ,~a , ~ ~~~i? t~2 t ~ ,,,i , I 1,1 ~ ~k~` .r.. , HODGE ROAD -STRIPING PLAN C.6a1 a..~
ti ,Lt~,A rik~ r a~I~II C•"'i.7r rt l ~ ~ I LANDSCAPE PLAN L1
i> Residential 19,aoo gpd ~ K,, I ; ~ :Iss. ~ a.~,/+ it~rAlC~yi,,t, r'~;~ , . r ~%,?y, i~,` ~y R , ~ , k,x t , i~,. J ~..rl4f tY~ as i9 tk a (12-1 br) + (36-2 br) = 48 units x 260 gpd = t2,000 gpd ' LANDSCAPE PLAN LZ
~ ,r, ,~rv r~ rti ~ti , fi i . 4) j" ray I ~ rf if
(28-3 br) = 28 units x 250 ~d = 7,000 gpd ,M ; ~ ~ ` ~ ~ I ~ , ~ ~ ~ ; LANDSCAPE PLAN L3
IL Office 75 gpd ` _ ~:~a r,~t~t~i lar ~ 11.' '1' ap~ i` _ ~ ~ ~ - ph. „ ~ ~ LIGHTING PLAN VWi aW
~ 7~ ''~'1 ~ ' , ~ 3 persons x 25 gpd : 7b gpd F r~tr~~ rC01 Fuikti~ J'v ~ ~ 4 ~ l;t, t 1. DETAILS ®p~~ M/~ ~p.p ~,4n~uur,lrr ` 1 DETAILS Ca7a1 ,.~`°°°1~, ~~~'A~''% i
NSA ~n , ~ , ~ - ~ r~ . III. Irrigation rdet~;N<~h ' ~ I~t~t~rt~
Tatai: 19,075 gpd ~ ~ s ~ ,~~3a+~~aN ~ i4~ '~1 pit ~1 t»; tp~i,Y` ~1. DETAILS d~
~ ~ ~ DETAILS C.7a~ ' ~ °
# ~ i~, ~.P ~ v . l ph,a t ; I i ~p PUBLIC IMPROVEMENT QUANTITIES: t r~1~~ki~,~ t~ , h 4, ~~J ( d 1 ,itGti, ti G +j~v ,~~Lt fir's ~ 1' ~)7~d DETAILS C.7a4 "v ~ ~ ~ ~ ~ ~
rb ~ Gutter 404 Lf. - 30" ' t~~~r`, , ~~~~'E^~ I, ssi~~. 1, Cu Ca7a5 ° od d DETAILS DETAILS C.7.6 ,-~d0 d G~~`~
I ~ .i Y;~t~ ~ a ~ , , II, Sidewalk 844 I.f. 5 ~ ` ; ,'f r<
IN. Town Owned Road Lanes Hodge Road ~ _ DETAILS C.7a7 ~
>w ntil Future ~ r~ ~ ; si , , ` ~ BUILDING ELEVATIONS A4.1 '~r~u"'""~~
2 North Bound Thru Lanes (Only One Usable U ~ ~ 's ~I ,r" ; Road Imprrovement sy Others.) ,r y ~ ~ ~ ~ ~ ' { kr ~ ~ ~ ~,t ~ a~ ~ ~ ~y , + C r . BUILDING ELEVATIONS A4a2
I ~ ~ ~ ~IdN' ~ r,~" i 1 Ri ht Turn Lane ! '~_~a a ~'~~i ;1 ~ ~ , ' . g i, Ayr. ~t'3t~idtF,~~~~Pf~'~ ~ ,t, t~,~,, ~I BUILDING ELEVATIONS A4a3
r ~ ~ ~ ~ i IV. Public Stormwater 2 Curb Inlets ' ~ ~ BUILDING ELEVATIONS A4a4
1 m ' , r 118' i.f. - 18" RCP ~ ~ ~ Infrastructu e , ~ y~ r'~'" ~ , tU, ~.~{a. ~ ';ti. BUILDING ELEVATIONS A5.1
II , r~ , i ~ t
a ~z' it + ~t * R METERS: ~7 3 4 WATE I ~ ' , . ,~ri,~,
i,~ F* ' „t: V tl au..'... FF ,r., Vi' 1f
~ 3 - 6 5 - 4 ~,.1 ~ `,~r~l. ,'~a;~T ; ~`I ` ~ ~ ~-`.x3~" R CaNNECr~oNS: . r SEWS ?l z,
E~ ,,y, ly Total: 8 ~ ~ I~ ~;i5 L ~ ~\I1 I``~ t/
r, s ~a , ( f~l+
~,r
k. _ { f7 i~ i.~ i , ~ - i ~ ,x ' `J~"go~ ~ ~H ~t~,~i IBIJ ,,~e,,^€f I Tft~ Lff , ~l, r ( ~
_ ~ 'G ~ ~ 1J '.1 .hi ~~e ~ ~ ~
i ~ 1, Professional Design Engineer Certification. These iznpzaveznents shall be constructed in ~ , ~ ~
NOTE: ~ ~ ; t ( JiifV~j~iR, CF ~ .~i ~ ~ ~ ~ r o accordance with the following drawings and with the Standard Specifications of the Town of cv~ ~ ~ m
IN THE EVENT qF A CONFLICT OR INCONSISTENCY BETWEEN THESE . ~ ~ :r~`,`~ km.~ ~ , ~ -'r ~ w I ti t W r- Knightdale. p ~
CONSTRUCTION DRAWINGS AND THE TOWN OF KNiGHTDALE S APPROVED FOR THIS PROJECT THE APPROVEf~ STANDARDS SHALL , - '.;,~i;;~''~~,„~'I:: v ~ ~ ~ ,,y STANDARDS ~
~ ~ ~i Iti'h i i "=r .1~~ .a.i u... b y , F ,ol ~„.-,.L. TOWN OF KNiGHTDALE APPROVED STANDARDS SMALL MEAN ~ i ; ~ ' ~ ~ ~ %r " CONTROL, { ~ I,'~ ~ Q,~ °~~a ~:~.PE, certify that ~e Standard Speeificataans of the Town of Knightdale have ~ ~ ~ ~
t,~ta~ ff, ALL DEVELOPMENT DOCUMENTS NECESSARY FOR APPROVAL FOR THE ~ dr,~ been thoroughly checked and found to be applicable to this project. All exceptions to the ~ H
N T LIMITED TO ANY SPECIAL USE PERMIT, { ~ ~ '~~a ti," ` PROPERTY INCLUDING, BUT O . t~~,., 4 ~ S A~ applicable Town standards have been previously approved by the Town of Knightdale and said Q ~ ~
SUBDIVISION PLAN, SITE PLAN, SUBDIVISION PLAT(S), PHASING SCHEDULE, ~ ,~,~w,,,~ ~ .........:...nw;~.~,.~.,.w,~~,.~.,: UEI~ u~ ~bi~f fc 3k:~crse, rrd 4 w~.. exceptions are Shawn on Sheet{s} q~~h~se drawings.
EVELOPMENT AGREEMENT UTILITY ALLOCATION AGREEMENT, ANNEXATION ~w ,.~_~:.w ~>Q~ ,a~n D I _ sLarrrso; pgLtln'~e Tr,~~~ USPS~ i" eae~as~
AGREEMENT THE O .a. ~ 7 T WN OF KNIGHTDALE 5TANDARDS SPECIFICATION AND _ 1 I t~P.C~f1 gs~ta~alarrllq~td ~ 77*~ ~ w ~ ~ ttaXPi4tY~1A~~d meal d - ~,,r , pD
D .v ETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA ~ STATE BUCLDING CODE, Y~,~ ~ ~ ~ ~ 1~ate I ~ ~
e n reviewed. b the En ineer fez the Tawn of 2, Town Certification, This deszgn has b e y g
T~nightdale, andta the best of my knowledge and belief, it canfaxms to the requirements ~
e$tablished in the Standard Specifications ofthe Town of 1`nightdale.
~y. z'"'--- Date, ~~4 pct a
Town Engineer
These plans are approved by the Town of Knightdale and serve as constzuction plans for this
ATTENTION CONTRAC ~N CONTRACTOf2S proje
PRIVATE PUBLIC PRIVATE IACTCR elble for a extenai of voter, DATJE: ipproved~n l~haee pians,~ reeporre~le for p~
Sewer Collection Extension S stem Sewer Collection Extension 5 am e~ewoCOan our ~e ~approv~ad"~°pn ~i°aeel p ~ Y Water Distribution Extension 5 em ~ Y~ / Y~ The City of Raleigh comaents to the connacttan to Its pubifo sewer The Cky of Rale1 h canee~s to #ha connection and exkenaton of the The C of Ralf h caroente to the oonneotion to its ublic water t~NTACTNG the
em and extension of the rlvvate sewer collection as shown 'a g ahovm on #his lar. The material and ~ 9 p PUBLIC UiIUTiE5 OI:PAR1b1ENT t 919 857 cyst p hem C1ty pubnc sewer strotsm ae p system and exkension of the private water diatr1bu11on system as shown FOtlR HOURS p~~, to beginning cmy LENT t 919 857- t seat EY~ Date: B' ~ . ~ ~ _ DRAWN: RWB
nn #SfL nlnn 1'4u rnnlrrrnlc noel n1lnn~nin#rnYtll Rlllf~n 119N1 fOt f111! no..J..,.iLr .....DL..I. ..r..l tr. il.fr r.rt..i .?rll .....G.w. M 1kr a~f_ w., .....a_.a_i_ ___..a_.~,___ ,...a~_~_ s__ ILL r to beginning cry of their oonetruatian. Adm strator
r r uvu vu . r ~ un wtv prun. ma rnuwnuw anu uunnumumuna mouruua uaou rur una project shall conform to the standards and specifications of the CtVe standards and specifications of the Cs Public Utilities Handbook project shall conform to the standards and specifications of the CiVs SHEET:
Public Utilities Handbook. Public Utilities Handbook, FAILURE to notify CITY DEPARTMENTS in ado :PARTMENTS in advance of beginning
construction, will result in the issuance of M City of Raleigh City of Raleigh City of Raleigh require reinstallation of any water or sewer the Issuance of MONETARY FINES, and
Public Utilities Department Perm Public Utilities Department Permit Pu i Utilities P as a result of this notlfk anon fatlura ~ b{ c Department ermft Illy water or sewer facilities not inspected ration failure.
BEFORE DIGGING, CALL. Authorizati Construct Authorfz to Construct Authorizatio t Cons PERMITTED PLANS on the JOBSITE, or any of CTION, INSTALL A DOWNSTREAM PLUG, have ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN J09SITE, or any other VIOLATION OF CITY OF STANDARDS, C
NORTH CAROLINA ONE CALL Date truct FAILURE to call for INSPECTION, INSTALL A D Date &.3 bvio Date RALEIGH STANDARDS will result to a Fl an 811 futute work to the CITY OF RALEIGH. esuit to a Fltd and POSSIBLE ExCLU510N from f Z~' KIVIGHTDALE SPECIFICATIONS, AND I~ETA ILS. F RALEIGH. OF

Q ~ ~
LEGEND Q
PROPERTY CQRNER
. \ 'c
LIGHT POLE
o ~ ~ POWER PALE
\ a
, , DCl WATER VALVE
WATER MANHOLE
~ ~ ~ ~ ¢
yYq FIRE HYDRANT
EX, CI WAKE COUNTY BOARD OF EDUCATION I Tu~BANC~ ITS OF D S DB o6z9~ PG azsz ~ ~ CURB INLET ~ ~ ~
212,84 LIM 1 ZONING: RMX ~ Q ~ o
, 44 1 x ~ USE: SCHOOLS
_ ~ TREE ~ ~ ~
EX. CI ~1,~,~ ~ ~ ~ OVERHEAD POWER a a o
T F - 09.4 1 _ ~ 0 W W WATER MAIN a a a
INV = 202.4 ~ CI G.: ~X
1 / /
/ ~
wv ~ _ EX. X12 W _ i ~.w _w-- w-~ w --w W _ ~,X~. I p - w .mm w
a ~ MINGO CREEK HOMEOWNERS ASSOC. ® ~ cv cn
~ C? ~ cl IN - X, , - •
1~ ~ ~ W. '~0 2~9 E ,LP DB 07335 PG 0534
~ ~ . sr p \ E ZON[NG: RMX ~ ~ ys USE: VACANT
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HOMEOWNERS ASSOC. ~ ~ ~ - \ ~ ~ ~ ~ ~ \ ~ ~os ~iN ~ ~ ~ M~~~+II
~ 1 ~ A ~ ~ a \ DB 07335 PG 0534 ~ ~ A, ~ ~ ~ . M~GO ~ EIS ~ W ~ \ ~ ~l MINGO CREEK HOMEOWNERS ASSOC, ~ ~ I-~I
\ ZONING: RMX ~ ~ o ~ ' DB 07294 PG 0804 ~ ~ ~ ~ ~
1 ~ ~ ~ USI A (~C. L C ~ ~ USE: VACANT \ ZONING: GR8 M-I
1 ~ ~ 1 47 ~ \ USE: RECREATION AREA
\ \ \ \ ~ ~ ~~S ~ ~ ~ ~
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DB 09140 PG x602 ~ ~ 1 ~ f 9 i K.~~~iri
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r EX1Sr1NG rR~:L CHART 80~ 40' o
TOTAL # OF TREES
~ I w ~ \ 4 _ GREATER THAN 92"DBN SCALE: 1't=4O' A LESS TNAN xQ" DBN 87" TREES
TOTAL # OF TREES
GREATER TNAN 12" OBN
1 ~ ~ 8 LESS THAN?A"DBN 2. 't'own d~:et•tific~tion. ~1'his dcsi~tn has boon reviowi by tho Enginoor l'nr tha'I'otvn of 0~~~~~~$ TO BE REM01lE'D 67 TREES I~ hni~htdals, and Cn tha hasC of'tn~~ ti7tor~~lodge and belief, it conforntstn Chi requir~ntc~tts
1 ~ . ~ TOTAL # OF TREES esT 's ed ~n Cho Standard Spacitipationa of tlto'l~or~~n of 3~ttighidalo.
~ ( ~ v DREATERTHAN92"ABH ~~Zeto DRAWN: RWB
~ 8 LESS THAN 2Q" D8M B~': Data:_~_ _ _ WITHIN SETBACIf3 TO BE REPLACED _ f3 TREES ~ Toa7t fnginaer
.CNAF.T•
2 TREES IN FRONT SETBACK AREA - These plans are approved by the Town of Knightdale and serve as construction plans for this
3 TREES IN OPEN SPACE AREA 8 TREES IN REQUIRED LANDSCAPE AREA Ptoje
I NOTE. ALL TREES 12" DOH AND GREATER ARE LOBLOLLY PINE. B}" Date: ALL PINES ARE BETWEEN 12"& 18" CALIPER. admini ator C0200
NO TIER 3 TREES > 24" DSH TO BE REMOVED.
SURVEYING PROVIDED BY: ATKINSON LAND SURVEYING, INC.

W
~ 1 NOTE: ~ o
1 ~ 1. ALL CURB AND GUTTER WITHIN COMPLEX SHALL BE 18". ALL CURB Q o
AND GUTTER IN PUBLIC RIGHT OF WAY SHALL BE 30".
9 s ~ 1 2. EXISTING CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT
ANO REMOVED PER CONTRACTORS EXPENSE. EXPANSION JOINT SHALL
w6 1~ BE PLACED AT ALL CUT LOCATIONS.
3. EXISTING LIGHT & POWER POLES ALONG HODGE ROAD AND MINGO BLUFF
~ ~ BLVD. SHALL BE RELOCATED A5 REQUIRED. EXACT LOCATION TO BE ~
~ ~ ~ / l COORDINATED WITH PROGRESS ENERGY. ~
1~ 4. ALL SIDEWALKS TO BUILDINGS SHALL BE 5' MINIMUM. ~
~ 1~ ~s s 1 1~ a 5. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN THESE z w
1~ CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTDALE'S APPROVED a STANDARDS FOR THIS PROJECT, THE APPROVED STANDARDS SHALL ~
~a ~ ~ti CONTROL. TOWN OF KNIGHTDALE APPROVED STANDARDS SHALL MEAN ~ w
~ ~ ALL DEVELOPMENT DOCUMENTS NECESSARY FOR APPROVAL FOR THE ~ H
~ PROPERTY INCLUDING, BUT NQT LIMITED TO, ANY SPECIAL USE PERMIT, ~
v" ~ ASPHALT, CURB & GUTTER, CURB INLET, ' ~ w 1 ~ ~ 18" RCP, & MEDIAN TO BE REMOVED AND SUBDIVISION PLAN, SITE PLAN, SUBDIVISION PLAT(S), PHASING SCHEDULE,
REPLACED ALONG MlNGO BLUFF BLVD As sa0um~. WAKE COUNTY BOARD OF EDUCATION DEVELOPMENT AGREEMENT, UTILITY ALLOCATION AGREEMENT, ANNEXATION w
~ 1 _ ~ _ - DB 06293 PG 0282 f N ` SEE STORM DRAINAGh PLAN C.4.1 AGREEMENT, THE TOWN OF KNIGHTDALE STANDARDS SPECIFICATION AND x
~ l Z- ' ~ ° FOR CURB [NLE'T AND 18' RCN ZONING: RMX 1, i 1~, DETAILS MANUAL ANO APPLICABLE PROVISIONS OF THE NORTH CAROLINA
~ t p - ~ ~ REMOVAL AND REPLACEMENT. - ~ USE: SCHOOLS I~ ~ STATE BUILDING CODE.
~ CONTRACTOR SHALL MILL 1.5" AND ~ I ~ - - ~ ERLAY HATCHED AREA W[TH LS" ~ r I m - ~ OV ! ,11 6. THE APPROVAL OF THESE CONSTRUCTION DRAWINGS DO NOT PROVIDE
- - - A ~ ~ S9.5AASPHALT. ~ ~ v 1~ ~ , ~ _ _ _ VESTED RIGHTS FOR LOT 2.
~ = = - 4 ~ - - 7. ALL PAVEMENT MARKINGS WITH THE EXCEPTION OF PARKING STALLS
H ~ G~'~`-' ~ -m.. - - - \ \ ~ EX. RfGHT OF W ~ ~ ~ r - ~ ~ ~ ` ~ - _ _ _ _ _ _ _ w SHALL BE THERMOPLASTIC IN ACCORDANCE WITH TOWN OF KNIGHTDALE 0 = = = = _ ° _ _ STANDARD SPECIFICATIONS AND DETAILS SECTION 3.05.
~~o 35.5'x412' ~ ~ ~
C' R-5 . .ice -R-150 ~ ..,m. ~...s _ ROP. kIIC _ - " w v ~ ~ PROPOSED - - - _ ~ R" G0P7CR;sTE M&t3b<+N..._. - . ~ - - /~+r r~•, ~ SEX. 30" CURS & GUTTER 30" CURE &GCITTER ~ S[GHTTRIARG66(TYP)
R- , iH RIGHT OF ~,VAY i % i ~ ~ - t~r/.J~
- TEMPORARY CONSTRU~TT6~1 EASEMENT 35.5' n 4t2' , - ~ WixERS ASSOC. j ~~j BLVD ~ ~ / / NGOCREEKHOMEO ANGI,E(TYE') B~V1~ ~ ~ 1.5'xalz
u FROM M3 StGHT Tlu ~ V O ~ / r.-,:...'^"' i -.r - - ~ 'LE / ;,ti.~^~„r 21.5 x412 &GUTTL'R f SIGHT?R[N`1G 0 CURB i ~
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,,?"s f<.. RELOCATED ¢ RELOCATED . ~ ' . f F ~ ZONING: RMX ~ ~ ~ USE: VACANT
v i E 3~ m ~ i GpG~ gOC•= r .3 R• ~ RELOCATED
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m'~ 9 ~ . ~ :o• r~ g.lE'Fb~oARll ~ ~ ~ USE; RECREATION AREA
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1 I )~otlB ; , , sPHaLT WAL~~G 20' ACCI;ss,:.--' aN ~'---r'' HL 8 A IGHTD.~' , r-~y-~ Q ~ ~ ~
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. aw .-r-"''.. ifH X, WETLA R ovE~ tlH C..~ ~
,_..ND D.. dU„NDARY ~ pM1 , < .I . To$ oTHe s LOT 2 MINGO SPRING: ~3 ~
DH ~~CO~S~~°a.~~oN~,ASEM~?~~ UNIT MIX; 16 1-BEDROOM W
off ° T~ ~M ~1 ' ~ pH FR ~T~oM w~axx2a~s~°~.nr~GS~~'L~' 32 2-BEDROOM - ~ p~ FR SITE DATA TABLE. DENSITY: 48 UNITS/3.047 AC. 15.75 UNITS/AC.
Y ~ 245 S TOWER ~ REQUIRED PARKING 29 SPACES
1 1 a TOTAL TRACT AREA 9.563 AC. . p,g SPACE PER DWELLING UNIT ~ i
NEW HORIZON HOLDINGS, LLC ROW Dedicatian 0.3(}8 AC. AS units x 0.6 = 28.8 Spaces F ~ E„ ;
DB 06830 PG 0119 U ZONING RMX PROPOSED PARKING 37 SPACES ~
• -r'"` MINGO VILLAGE ZONING: RMX & HB LOT 1 MINGO VILLAGE APT 6.208 AC. in
~ c ~•---r' OPEN SPACE CALCULATIONS: USE: VACANT LOT 2 MINGO SPRING 3.047 AC. I` 80' 40' 0 80`
• ti ti Asa Total Residential Bedrooms
I--.., SEX, WETLAND ` ,y BouNDARV Open Space Required per Bdrm 580 sf LQT 1 MINGO VILLAGE APT: I
• Total 0 en S ace Re wired 168 x 580sf = 97,440sf MINGO SPRING UNIT MIX; 12 1-BEDROOM SCALE: 1"=40' 36 2-BEDROOM
I F P P q Passive Open Space Required Max. _.._.-97,440 sf x 50~ = 48,720 sf OPEN SPACE CALCULATIONS: LIONS; 28 3-BEDROOM ~,~,~,Ceri~atiaa?,Thisdesignhasboenrcvictivcdbyt~eEngineorforthaTownof 1~A'~'~: n6f25~d$
• • ' W Passive Open Space Provided 48,720 sf
Total Residential Bedrooms 80 ~ ~ Active Open Space Required Min. 07,440 sf x 50q = 48,720 sf 80 DENSITY; 76 UNITS/6.208 AC. = 12.24 UNITS/AC. Dreg}ddale,andtothebestofmyktwwledgeandbelief,itconfort~totherequiremetrts REQUIRED PARKING 140 SPACES °~~'~'~h~dinthestanda~rd~aafic~ions4fthcTa~vnofirnightdale, DRAWN: RWB
s+ 6~ a Provided Open Space Required per Bdrm 580 sf ~ ~ Active Open Spac 42,720 sf T~1~.1 e„ moo,
en con_c _ we enn_c • 1 SPACE PER BEpR00M, MAX 2 PER UNIT $y; _ Date
1 (Area #1 8,500 s.f. + Area #2 3,500 s.f. + Area #3 16,320 s.f. + Area #4 14,400 s.f.) ivLai vpcn oNauc r<cyuirca ov x aok ov x aovsi = -ro,7vvsi (12-1 BR) x 1 Space t ( 64 - 2 & 3 BR) x 2 Spaces Tomm Engineer
~x, w ~r~anrn Active Open Space Fee-in-lieu Calculations: Passive Open Space Required Max. 46 - 46,400 sf x 50% = 23,200 sf PROPOSED PARKING 142 SPACES
~Q 1 '400 s 76 units x $1250/unit = $95,000 Passive Open Space Provided 23,200 s - 23,200 sf REQUIRED BICYCLE PARKING 8 SPACES These plans are ap oved by the Town of Krnghtdale and serve as eowft=fionplans fors
f 95000 x 6000 s.f. open space not provided 48,720 s.f. required) $11,699.51 Active Open S Space Required Min. - t p 46,400 s - 46,400 sf x 50% = 23,200 sf • 1 BICYCLE RACK PER 20 MOTORIZED PARKING SPACES prof
F Active Open Space Fee-in-lieu $11,699.51 Active Open Space Provided 23,200 s 23,200 sf PROPOSED BICYCLE PARKING 6 SPACES B Date: C*3*0
Adnini ator
- - - - -

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t ~ N....., OPEN SPACE CALCULATIONS,
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l "'~EX,,, I~ETLAND ~ Total Residential Bedrnams 168 i i o, B~3IDARY
Open Space Required per Bdrm ~ 580 sf 1 MINGO SPRING
Tatal O en 5 ace Rs wired 168 x 580sf = 97 440sf } } p p q OPEN SPACE CALCULA71ONS: 2.Ton~n CerrHFfcadaon'I~us design has beeareviewxd bytha Engineer for the Town of DATE: 06f 25/08
` ' ' Passive 0 en S ace Re wired Max. _ ~ ~ p p q..97,440 sf x 5A~ 48,720 sf
~ Total ResidE t~ ~ Passive Open Space Provideti_ 48,720 sf Total Residential ~edroams $~I Kmghtdale,andtothebestofmykrtowledgoandbelief,iteonforrnstotherequirsrncnts
i Open Space ~ ~ Active Open Space Required Min. X7,440 sf x 5096 = 48,720 sf 0 en S ace Re u fired er Bdrm 5S0 sf estab ' ' ttxx Standard Speafxcadons of the Town oFItmghtdalc, P P q P >3y: _ Tjate; z~lt> DRAWN: RWB
I ~r„+„i n~o~ Tn?•nl (lncn Cnnrp Rantiirart Rf?I Y fiA(lcf 4fi.4(~~cf
} i a Active Open Space Provided 42,720 sf .,r.. ..r,..... - v rownNngineer 11 Passive Open Space Required Max. 46,400 sf x 50% = 23,200 sf SHEET:
&.w!«1'LAND (Area #1 8,500 e,f. + Area #2 3,500 sf. + Area 16.320 s.f. + Area #4 14,400 s.f.) Passive Ope B ~ } #3 aUN~ 1 These pUn, are roved by the Town of Knightdale and save as eonstntctian plans for this
Active Open Space Fee-in-lieu Calculations. Passive Ope \ Passive Open Space Provided 23,200 sf proJ
r' 76 unite x125U/unit #95,000 Active Open Active Open Space Required Min. 46,400 sf x 50% = 23,200 sf t4. 10
$95,000 x (6,000 s.f. open space not provided 48,720 s.f. required) _11,699.51 / Active Open H ate; Active Open Space Provided 23,200 sf adr~n+ r C*3*1
1 Active Open Space Fee-in-lieu $11,699.51
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, ± • I; establisl~n' the ~tand~ Shea eahons of a Town o Krug e.
LAND t " DRAWN:RWB Date: 2.eC7i w.~ •'a Z I,
UND-A ~i TomEnoneer
SHEET: These lans are a oved by the Town of M ightdale and serve as construction plans for this
proj
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_ ~p ~ pp t X10: R ~ ~ ~ ~ ~ r~... M.... w., . } ~w" bw, . ~ F ~ y ~ ~ 1 ~ } ~ s ,a ,.r"" ~ ^ wa. ~',ww .~...d m..,. ~w ~ ,,,.....,w . y~..y..,,,, , , w:~:::: , .p-~ . CI 20 CI 22 110 15 HDPE 1.18 222.3p 220,15 218.40 217,10
° YI21 Pipe 30 12 HDPE - 22a.5a - 218.a0 -
t S 3 Z ,~3 a F' L ~ t'` ? ` w,~.....~. w. ..~~~w~yw~,.~ ~ J w"" CI 22 CI 13 50 15 HDPE 4.00 220.15 220,70 217.00 215.00 ~<A, e„~ ..w ~ h~4
h ~a~ , f, i ~ d ....aP r P , d 1w~Aa~
3i ~^r \ i r"'~~ ~w"'"Y .J .`+y\ •1d ~iww,~~.,, M.,,„w;.~.,~,,....,...n CI 13 PES#1-1Net Pond 52 24 HDPE 9.42 220.70 - 214.90 210.Oa Q 4.. Riser JB 1 49 24 RCP 3.06 216.50 209,50 207.00 205.50
3 ~ ? ° t ~ i ~
~ JB 1 FES #3 20 24 RCP 2.50 209.5a 205.50 205.00
~ j ~ E , 'E F t ~ E ~ ^ t f ,w + tv..w,.M, vw.~, _ri • €r~-";.
4 Sy~em 2 -Wet Pond w w ~ ~ d ~
` ~ w fie:'. ...-y„~,. ; t 4 ~ a .
} ~ ~ YI 23 YI 24 58 12 HDPE 5.17 222.50 219, 50 217.50 214.50
~ YI 24 1=ES#2 -Wet Pond 32 12 HDPE 13.75 219.5a - 214.40 210.00 ~ ~ ~ t' h
~ w ._F~ `,J
y ~ 99 nh. , y :i . System 3 -Hodge Road _ ~ ~
~ r ww ~ ""h a i ~ ~ ~ . • } ~ ~ t . ~ • ~ F w Y. ~w Mw~ V N ~ ''y., . , g
~~l ~ t ~ b ^t. w.~ Mw.,, ~~°`w ~M• ~ y ~ : \ ~ CI 30 PES#4 -Ditch 20 18 RCP 2,00 210.10 - 206.60 206.20
Z,
} ~ ! Z • r . w "`w `e,. X26 ~ ~ '
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t & M ~w ~ a ~ t ~ ~ ~ ~ ~ 239
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GARY ~ ~ I ~ ~ O ~ w, "ww, "ww, ~
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a Sj tit ~ t 1 I : , ~ .e^'~ ~i 4„ ~ 4 M. V., 4
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tl j \ ~ \ M 8n' 4n' n sn'
~ : ~ + 5 t t ~ A ~ ~ . vim. ~ w Gq i ~ w A ~ ,.,,u, `w NOTE;
1. YI's ~ 1, 7, 23, do 24 SHALL BE NCDgT STANDARD
" ' 24" X 36" GRATE. SCALE: 1 "=4n'
2. YI's # 1n, 11, 14, 17, 18, AND 21 SHALL BE 12" OVAL HDPE
t ~ ~ • < ~ i E L ~ ~'w h '~,M by w.. w ,w..,,. ~ ~ / GRATED INLETS, NYLOPLAST OR APPROVED EgUAL.
1 ~ i ~ ~ H A w, e w i ` ~ t i ~ j ~ 3 NA RY w, ,k ~ ~ ..H ~ 3, ALL CI's IN RIGHT OF WAY SHALL BE NGDOT 3n" STANDARD ~'T°~"~'~"'~~'#9'1'`~'isdesignhasbeenreviewcdbytheEn~ineerfortha'r'o~nof T~nightdale, and to the beef of myknowledge and belief, it conforms to the re9uinr~aen#s Q(~~5j08
CURB INLETS. establ' a theStandardSpecificationeoftheTownafKnightdale.
4. ALL CI's WITHIN COMPLEX SHALL BE NCDOT 24" STANDARD _ Dater z, to DRAWN: RW~
Yf~~ l it ~ :I _ a. Via` ~J ~ ^'w ~ A v.. ~ f:1112R INI F'T5 Tr2ANSITI~R Cl1R(3 AND iGUT'T[~R TO GRATE. y'
. , Town Engineer G
ry These plans are proved by the Town ofKnightdale and serve as eonstrwtion plans for this SHEET'
prpae ,
"ClUNRA4i By Date: Admi tratar C*440

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' t s'~ ry" ~ ` ~ r' ~ i TREE PROTECTION FENC { ~ ~ f £ ~ f'~ c ~ ~ ~ . ~ ~.....,.~..,r........... ~ 0 ~ Z Q
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' i ,~Ma, ~ pad , ~,.,M., ,i , ~r \ f ..u f ~~`y. ~ pROT$CT{gN FENCE ~ w w w w ~ . ~ TREE
I , ~ fy • ti ~ ; , ,r , I ~ ~ ! t TREES 0 '~TUessTOn>; ~ CgNSTRUCTI~I ` NOTE:
pay.. ,uc~ .vn.W"~ ^ ~ P d F es F ~ R~movro ~ NTRANCE t
t y~ ~ i t ~ ;w` % ~ r i' ~ t ~ acs oEE L~:D ~ 3 ~ ~ ~ ~ ~ ~UF~ i2 \ ~a, ~ ~ P 7 t i f ~Yj L } , f `M S ~ v ~ , •.,_m. 1. IF SEDIMENT/MUD IS GQNTINUALLY DEPOSITED ' m" = ON ROAD SURFACES, THEN A 11RE WASHING AREA WILL
RE\Q'OVED jt lea ! ` ` 1 ~ N d ~ Y ~ s' " S ~ 3 i` # ~ d ~ f P i i ~ i ~ M ~ r HE REQUIRED. .r , w, ~ i ' ....w .
t 1 ~ ~ I w. rm.. ,.w rm+P ~ , ~ ~ TREE C ~ 2. NCDOT ENCROACHMNT AGREEMENT ~E51~40-09-0139 ~ ~ ~
~ i i i 'ate a ~ NCE ~ ' w.. an , ~ ~ . i ~ .~.."„E i F DICE a ~ ~ ~ «,..~a, y~F,,,~ ~ ` ISSUED JULY, z8, 2g1q. ~ ~ ~ .~l
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i .Q, ~ y ~ w ti a~ Ma ry`~ p!~ i 1 i 1 ~ ~ ~ `4~ ~ ` LIMITS qF DISTURBANCE L
~ ~ ~ ~.w.um ~ ~ ~
2 n^" 1 2~g ~,yw~ 4, hti )ate . ~ a~ ~ y~ ww..h.. ~rt
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' i L ~ : ~i c r 2d3 t t~ " I 1 I 2 21 E ~ a ~ i E 3 F ; ~ i ? TREE PROTEGT10N WITH ,~~t~<<Ilr~a+~,r~
F ~ `i ~ ~ 3 F ! ~ f ~ t ~ t F . ? ? i SILT FENCE (TYP) I X~ ~ ~ ` `
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~ TAND RD CN ,DAM ~ r ; R ~ 4 1 i i ilv" I SEE ET L' C~7.0 ' ~qQ, so{~ ~ ~ ~ SILT ENC ~ ,,ado d
t „~~a ~ r d i v~ ~ x~ ~ ~ i
? ~y r "f I T I~OTEC (TYPE 7i ~yr,''~,~ ' i jE g , ~ i = rid ~ ~ ~~G~~~~ y { ~ 7i I 1~'~~~~ 1 \ III
2 ti i i ~ .d t ~ ' ~ ! SZ' a ~ X ~''hh ~ 't x t
~ ~ ~ ~ y ~
~ , t C.7.0 ~.ti' ~ T L4. ECS-18 EAST COAST s` ~ w o~~A { INS A i Rn 'r..,' ~ i
I N DLANKET OR EQUAL SLT CE UT~ET MPpRARY' EROS O i ~ ~ , . • . ' ~x i , ~ ~ ~ ~ ~ ~ ~ ,gyp ~z~.....~. ~ e "
12 X 2i 5 AREA ~ ~ i : ' ~ i , ~ ~ . ~ ~ ~ ~ ~ ' . ~ t I , <<;7a3 i ~ FR. .1 . t., " , i ~ r ~ •,t~~,l .
w~.d t } a a ~ t < ~ , ~ ~ ~ , ~ :~,i ~ t ~oo' ~
~ 8 N , y ~ ~ ~ " ~ . ~ b f , ~ ~ v :x. . . Y. i ~ r.: ~;.~s. R ~ f : ~ •.:ti~.~.''..~.~, . ~ Ui~ T5 q ~ ~ ~ ~
~ i~ x: M ~ v i ~ ,=i~ ~ l~ .7. i \ ~ .o~`~ S~ ~34~ h` ~ S ~ ~ t~~ ~ ~ It ~ i ~ =3
~ t 2(J~. ~,.,"W i { } _ ~ ~ ~ M E~ 11.50 a ~ ~ r~ THAN ARD CHECK DAIpS~
` ~ ~'TO 2 ~ Ma.M,,. ~ ~ ~ ~ ~ ~TYP.~ SEE: DETAIL C.7.0 ` ~ ~ t ~ , ~ ~ ~ ~ i
IR E.l. 3. a.,. ? i i Z ; v 1 v , ; ~ " DRAIN
~ i i ~t ~ D(" y4,OPC } 1t i i 1~p .pg~p{G K TRAll' D , S ^`hy wAl ~ ~ \ EX~ELSIgR NETTI G I ~ ~ ~ ~v TEMPgR~Y DI~SION SCALE ('ibYP} ~ ~ Ni # ~ " ~ m cv ~
~ y ~ ~ ~ ~ W KtMME~ a, t~n~~ ~ ~ hh` ' " 5~l T FENCE ~ ~ ~ z
} CE .u $ ~ o ~
STANDARD CHECK DAM ; ~ ~ ~ , i,i , ' ~ M{ ~ ~`a,~ "a. ew ~ ~ ~ ~ ~ ^ Y~ I C ~ d h W ~w~
TYP,) SEE DETARL C.7.0 ~ . ; ~ a "a ~ ; ~ ~ D C CK DAM
i ~ ; : X ~v,, "te"a , aN TA AR ~y ~ fat ~ ~ ~ ~ ~ --~""°"'",N M ~ ~ ~ `i t• ~ .,ham ~ V r~ ~ ~
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{ T ~E T ,.,..~,.ww~,,.., M~ .`aa.~v R ~ i. i `1 Y~ ~ \ `^`W~,. ~h,,,,, , ,..As .,a`\`, u +C," ~ ~,a, ` i~ c ~ w,, 'ky ","„y„
M+~ •!i V q, ~ ~ a M. ~ ~h ~ N~ ~ ~ Mhyh ~ ~h.. `"vv. N .v,.v. ~W.., , I = ~ ~ ~ 1~VI ~.y
i } ~ t 3` ~ 2 ~ i 1 ~ ~ ~ ~ ~?~'y~~ ~ \ m,..a w,+r'"_ y ~'e .h .a..,yw i j ` f\~`~, ..w `W, ^'h, \ T h\\ ~ ? .~\y w .hh. h v. "`h.,.....,,v v,. N v,. ~ N N iii t
p? A\ ~ y,5w ~v ^ I \ h \ ~
g `w pJ ""w v ~ v ~ ti. v wa. ^ CM ~ a , h w.. h FENGE•~~U~1«~1" '~w` . n, ` I?;'~ ~ ~
?`hw r~r " V~0 ~ y, ~.y ~'h h h'`v h w,a "V A~, ~ ~,a ~a w,... ~ ~ L.EGEN D ~ w~ ~
t , ~ t ~ ~ ~ ~ ~ ° `
~~1qq ~ ; !"4\ ii i ~ Z\ \ ',6~ h, `y~ h h.,^.`. N w,~.~ „q~ Ore ~`a ~ , , .~,w w.., ~w • ~ ~ ~ LIMITS OF pISTURBANCE
l~ y i ~ ~ 1.^.+..` k. w~ h ~h, ah 4 ~ ti FM ow„4 ~ r
1 ~ ~ ~ t `vti ~ ~ ` ~ t TpS TEMPORARY DIVERSION SWALE g0' 40' O 8O' ~
ti i ~ ~ Mme.. y, ~ ~ ~ ~ t
,w.,,,, w.. ~ .--..X X SILT FENCE SCALE: 1"=4q'
w ~ TREE PROTECTION
~ ` ew r ~ : t ~ i t , ; } A 'ti f z ~ ~ ~ a ~ o a h?h? Mme. .,,w
w w TREE PROTECTION WITH SILT FENCE 2,TaumCertiflattion.llusdesignbasbeenrevicwedbytheL~ngineerfortheTownof
y~ ~ ~ w,,,,,,",. w., w,. Krrightdale, and to the best of my knowledge and bdieE, it conforms to the requirements
establi inthcStandardSpecifieatiar~afthaTo~unafT{nightdaie. DATA: ~6J25J08
` M.,,, ~ Z f i INLET PROTECTION By ~ I7atc x, Zn l a
t Town Engineer DRAWN: RWB
CONSTRUCTION ENTRANCE These plans are approved by the Town of Knightdale and serve as com"clion plans for "s SHEET:
CHANNEL STABILIZATION SCHEDULE: proje .
SOUTHERN TEMP DIVERSION SWALE EXCELSIOR NETTING By Date; o
WESTERN TEMP DIVERSION SWALE STRAW NETTING TOTAL DISTURBED AREA 9.50 AC. Advil ator
2 • 41,40
HODGE ROAD SWALE STRAW NETTING SEE SEQUENCE OF CONSTRUCTION ON SHEET C7.0

O
taDD NUMBERED ADDRESS A
3601 3605
i , ~ ~ ~
c n 201 202 ~ E~
1 ~1 ' ~ A $ 101 102 103
~t U
..1
,~1 %i o
zw STREET DR PARKItdi LOT EDGE _ O U
',1 ~ ~
WATER MAIN I~TERTIDN y w
1 o W ~ ~ w
1 - - ~
3
1 \ i IRR] RTION
~ ~ o ~ ~ ~ 30' x 50' BORE P1T ~ i 1 ~ w
\ X. G11 \ ~ /
\ \ 11 M `11 101 1 A 8 C ~
~ ~ \ ~ / \ ~ ~ - r:Yi~n~~~ _ 103 l0a
ot>~s " v ~ 1 ~ \V ~ C. ME.-- \EX. 12' WATERLINE , RIGHT OF WAY - - ~ 1 ~ ~ G~,.- - \ PROP, 12"x8" TS~&V ~ EX ~ ~ ~ -
\ EX. WATER VALVE ~ \ - - - ruin: rivuia:~n r - ~
3600 3604 z NOTES EVEN NUMBERED ADDRESS
- ~ - CURB „ A raze rt5 urz,~r wv 1, EVEN NUMBERED IROTS' METERS
_ _ D ~ SHALL BE SET TO HE READ RIGHT TD LEFT tVHEN FACING BUILDING) ~ L
~ r sl _ :w ~ ~ BLS ~ ~ INGO B , ~ _ S M , 2, DBD NUMBERED UNITS' METERS - - SHALL BE SET TD HE READ
~ I ( , g4 S ~ ' ~ PROP. 12 X 8 TS&V ~ - _ ~ ~ . _ LEFT TO RIGHT tWHEN FACING BUILDING)
- ~ - x # oN: 70 R.O. - - _ _ - 1 O i ~ SIS NI 5TATI N g-i 88 ~ - ~ ~ - _ - ~ _ _ - - 3, IF IRRIGATIW METER IS INd.UDED, CITY OF RALEIGH 1T SHALL lE THE LAST DEPARTMENT ~ PUBLIC UTILIIIES h~
GH ~ L I 1 EQ~ N gk48 = S _ _ - - ~ - - - RALEI ( I I' ' . < TA"~10 _ ~ ~ ~ ~ "r PRGP. S~.SIW OF METER IN NUMBERING SEl1UENCE. a, uNtr 'r FOR YARD GANG METER ADDRESSING
CITY EASEMENT SISM i p ~ ~ ~ ~ ~ - ~ ~ - ~ ~ , ~ , UTIL~ 8 PG 2063 < • RELOCA - ~ iETER~ SHALL BE USER MULTI-STORY BUILDING TO INDICATE IRRIWITION
BK 140 / gYpRA~ ' <; . ~ ' < ; ~ • . ~ . / FIRE < METER.
~ ~ r , ~ ~ PROP "DIP w-2e - - -
£ . • ` : TE LINE G- WA
~ . Ie ~ 1 ~ ~ ~ ~1 #lo ~1 n
8 ASINO EEL C LY, f 'S [ O ~ • ts" WATaR WAGER 5T ENS' , - vtcE Irve) ; S ~ UUater l Seer Service Table W a ~
SPIDER AS CK I w~ s, sER ~sR sE 1
ORE AND JA R. TYP) a • , 4 z^ sex ~ '•:'.':.'I'•.ii~"•~~~~ " ~Fp~'.:'.'• p pRI11K { 4 Seraer Sprinkler ;#3f4" Water ~
Building # Service Size Line Size Meters Service Size r~
i LINE .'.'',':':'•~~:~G',:~'•'.•''.''.'.:':'•~'~•' .o. I m £ W 4 All 211 12 2 X1.5° l ~ ~ {
N N t C l 2 4" 2"' 12 2 Q1.5° ~..,i ~,~t
< <.s ~ 3 4" 2" 12 2 @1.5° ~ ~i lyl
EX• w AT a t.S"WATER ~ S Mg '•'•'1S , • E ~ : n / '•S: MAN i .:'•.:.1 :'~8~~ • ' ~ w SER~CE ~ 7 ' .'.1~~ . •.:',.ll'~.',::::..: 4 8" 2" B 2 1--I M••*4
VALE' ~ BLAG 1, 2, 3, ' ROp • FIRE 1'P) R .'••:'.~jp,~.::...:~ ~~GLE : 4'1 #1 1~ P ANT t~ la„ wATE ..',:,.six ~GF~~'.:~~:~, ~ i 5 fi' 2" B Z c~1" E-I ~ H
~ t N y Y S
.:•.:..8.•.. • ..5 • • ~ ~ ~ ' ' Cl #12 7 4" 2" 12 2 @1.5" ~ 1~i
~ ~ :'•:~1~• f : . ~ r" ~ 8 4" 2" 1 314" 9~1
~ r~~
` PR RAN
~ , ~ I1YD ~ , w w 5 TYP) ~Vj
~ 1#18 ~ ~ y IS ( 1 ~ 0 F-~
~ IS~~r:#•~''•''~'~~ ' ~ ` C.O~ ~ TER 'RT' ~ ~ o t.o°wA .PROPS PRCP~PRaPRRT L1N~ H
~^"'M . r 'Q'•:'.::~'•'.::'• ~'...P'... W SERVSCLCf1'P) PROP---^^"'".-~
t a cr
w .B . '
A ~ s. ~ y \Ilyylll{IlllllfJ!///
G•FD~•'~~:~': < <<•
' i
~ 0 a . ~ l • ~ ~ ~ PR LSE o`' ~ d~ 6~
js~o~P' WATER . #9 =Q O ~ ~
n •'~PAp•.. • < ~ v0 „ g~~TEE,2'8 GI#16 , ~ #1 ~ us v, ,p' ~a~ O
1 ~ s x LAS WATER 15+0 ss SIS M~ 1 © ~,VA ; . t.o #3
O ~ SERV -rw,,, 51 ' ~C~' bd U ~ ~4 N ~~G``~,.
~ ..w°_--- 1~' ss SIS JlJllnnly+yyl`\
N W S8 <; S~CCESS EASPMENT EASBMEN'T 1 ~ l
~ ~ 0 Gl able) ~ . ~ c w _ w--' ss ' ~
w SIS 0,
t
SS Eiox.~•- ~ 3 g,~ OATS VA e . BEDS 2 ~ C1TY OF R~' Ebl • , •~J•' • ~ < W ~ 20 .wE~ PROP . 45d P TYP O p M~ #8 rnTi~c I ~ ~ PROP 2 BLOCK
' ' • #22 SIS R r~ R ERS (~'P) wl TBRtIST
. •.L •)f2~~~~T3c''.:'•'•'• , . LINE
',m ~ '•Fi~xP,.:••:•.••'~••'~"~••"' ~ PRO TYP) 6„SEWER '_T.. NT~ r• c~M F~
~ ~ FIYDRA l V2" SiNGLfl 5ER. (TYP) yN
aH ~
M• ::~.ti~. ~ N
1 , ,
,.T V ~ M PROpB DIp .,..:•~',fk,'••:'.~;~•..•.:;•,•,...:,:,•,,.,•
pR0 WA BEDS ` , GSde$• TYP ao
PROP. SST BLOCK
E ~ w! T1TR ~ „ WATERLIN s ~,,,,,,.r pH '`~f ~ ~ ~
EX. 16 C RISER
~s #j #23 1 1 ~1
G TRAtL 1 1 YI~Z4 ~ SPHALT`NALKiN ~ gA rL..~/ U off ~ ~ x ~
< H
, • iJ ~ o00
DH qH --~''r ~za
f7H °~W
pH 1 1 ~ r- x #z
sl .~D BOUNDARY ~ ~ S. x#z ~ w
ATTENTION CONTRACTORS PRIVATE r~ ~ Q '1
The CONSTRUCTION CONTRACTOR rasp IAIe fa the extension of water, ~ ~ Sewer Collection/Extension System sewer, and or reuse, os approved m ~ese plans, ~s reaponsU~le for
' S qH "".r-^^"' ram„',. The City of Raleigh consents to the connection to its pubic sewer CONTACTING the 1~
pH system and extension of the pru~ate sewer collection system as shown PUBLIC UTILITIES DEPARTMENT at (919} 85?-4540 of least on this plan, The moterals and constructions methods used for the TWENTY FOUR HOURS prior to beginning any of thek construction. ~ F-~-1
nN c ~ a r. y project shall conform to the standards and specificafons of the City's ;n ~ ii
ii ~ , Public Utirdies Handbook. FAILURE to natlty CITY DEPARTMENTS in advance of beginning construction, will result in the issuance of MONETARY ONES, and 1'
require rdnstallatlon of sly water a' sewer facUfties not Inspected I:~ ~ ij City of Roleigh •
r EX 60~ " CUL RT ~ % ARC CMP Public Utilities pepartmeM Permit ~ as a result of this notification failure. F-+--1 f:
W ~ SCALE: t =40 Authorizati n o Construct FAILURE to caU for INSPECTION, INSTALL A DOWN5TREAM PLUG, have ;j l"=40~ PERMITTED PLAN5 an the JOBSITE, ar sly other VIOLATION OF GTY OF
L pE 1,5f3 , Dots ~ RALEIGH STANDARDS will result In a fTNE and POSSIBLE EXCLUSION from futute work In the CITY OF RALEIGH.
' EX. WETLAND
1 ~ BOUNDARY d~ NOTE;
l PRIVATE 1. CONTRACTOR SHALL COORDINATE ALL WATER & SEWER Water Distribution Extension s stem E PUBLIC Sewer Collection Extension S stem 2. Town Cert3tication. This design has been reviewed by the Er,nineer far the Town of
/ v SERVICE CONNECTION LOCATIONS WITH ARCHITECTURAL PLANS. The City of Raleigh consents to the eonnectwn tc its p~ :xtension System ~ y Kniphtdale, and to the best of my knowledge and belief, it conforms to the requirements eonnectan to its public water The City of Roleigh cora:ents to the connection and extension of the
~q system and extension of the prrvata water distribut(on s ~ ~ 2. CONTRACTOR SHALL CONFIRM LOCATION OF EXISTING UTILITIES. water distribut(on system as shown City's pubr~e sewer system as shown on this plop. The material and establi din the StandardSpeeificaiionsoftheTownofIZraghtdale, DAT~: ~6~25~~g
on this plan. The materials and constructana methods Istructana methods used for this Construction methods used for this project shall conform to the Date. ~ Z~ it ds and specifications of the City's standards and specif'xx>tans of the C'dy's Public Ulil'~tiea Handbook. AY, '
o IF ANY DISCREPANCIES ARE FOUND, CONTACT ENGINEER, project sholl conform to the stondords and specification o S , Public UliliGea Handbook. d 3, SEWER CLEAN OUTS SHALL BE INSTALLED 5 OUTSIDE OF TawnEngineer DRAWN: RWB
~ ~ a BUILDINGS, AT SEWER EASEMENT EDGE AND EVERY 50'. City of Raleigh ~ City of Roleigh These plans are approved by the Town afKnightd~e and serve as construction plans for this
_X, War, / ~ _ l ee~.. ~~',t~d G
Public Utilities Department Pe R ® BQUr~nAa t 4. SEWER CLEAN OUTS LOCATED IN TRAVEL AREAS SHALL BE uuiiw. wrovm rmnm p 4jXAuthorizatition to Constr Gonstruck mire for
/ Auttartat' n o construct, - TRAFFIC BEARING°
Cate "a 5. BACKFLOW DEVICES SHALL BE WILKINS 350 DA.
Ce5,vO
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% EX S1S MH sisal#I i ~'i ~ , z ~ ~ ~ ~ ~ r ~ O zz
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TOP=21~ TOP = 214.15 r w
~ INV = 204 INV = 204, 75 / r rr ~ - ~ x x x x w x ~ ~ ~ ~ _ 0 0 0 0 ~ ~
EX. CI
EX. 16 WATERMAIN TOP = 212.84 12.84 ~~r~ r D 0~ 0 q~
E-~ Ei r~ Q ~ ~ r I3.44
y INV = 203.44 EX. CI ~ r ~ PUBLIC ~ a a a ~
TOP = 203.08 \ ~ ~ Sewer Collection/Extension System
INV =196.58 \ ~ 1 / 0 0 'x The C'~ty of Raleigh consents to the connection and extension of the h ~ ~ City's public sower system as shown on this plan. The material and
EX. CI / ~I - ~1 TOF -192.64 ~ ,T ~ ~ ~ ~ ~ r r ~ w Construction methods used for this project shall conform to the
1NV =188.79 -I 1Y° \ \ / / ~ ~ - ~ , standards and specRicotions of the City's Pu61ic Utilities Handbook. ~b ~ 2 ~ N r1 d- ir1 ~
~
oI' EtZ ~ ` y° qty of Rabigh ~~0~ a,~J" H4 0 ~ I Public Utllkiea Department Pe it ~ Or ~v
~ ~NG , , , HU,U(( • Authorization to Construct ~ ~ ~ ~ ,
~ _ ~
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~pS~ yy ~ r, ~ yAS G AS - -...GAS S~~'"~ ...G9S' ~ \ ~ _ AS., GAS Jy' GpS „d...~ \ 1 ~
7' ~ ; V EX 2. Town Certification, This design has been reviewed by the Engineer forthe Town of ` , LE Knightdale, and to the best of my ~no~rledge and belief, it conforms to the requirements
S AS • GAS GAS r... ~"'--yasi- estabiis in the Skandard Specifications of the Tawn of I~nightdale.
GAS-~-~"'`"' ~qs J ~t t ~~?ry3`';~-. By gate
cqs Tou n Engineer
_ 9"~-~.... q X. FII ~ h
S/S MH #13 CITY OF RALEIGH TREE PROTECTION EX. CI WT1'H SILT PENCE Np UTILITY TOP = 209.84 These plans are approved by the Town oFKnightdale and serve as construction plans for this
EX. OUTLET EASEMENT INV = 202.84 1~~ proj
EX S!S MH INV =187.28 BK 1401$ PG 2063 NC DEPT TRANSPORTATION TOP 185,67 DB 09140 PG 0602 90'Oi8- By Date. ~ ~ ~ ~ i ~ F~ ~,ri
INV JN 182.62 ZONING: OSP BORE & 1ACK Admini star P~1 ~ qty
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DATE: 06125J08
~~I~ ~ ~
DRAWN: RWB
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a Ptia Ptity ~,s ~ ~ F:
P ~ PRIVATE ~ ~ N ~
r b R e ~P 1 0 lp ~ e ~C r O O Water Distribution/Extension System ~ Q ~ m 0 ~ ° ~ ~ N The C'dy of Raleigh consents to the connact'wn to its public water ~ w ~ r;,
PRA 15' HD E f~• _ ,l, M N system and extenawn of the private water distribution system as shown ~ W O
'ti 9 IN ,=221,0 2, n. d U} N on this phn. The materials and constructions methods used for this ~ ~ d' ° ~ (I 2 2 project shall conform to the standards and apec'd'icationa of the City's E-+ ¢ ^
N ~ ~ II ~ V Public Utilities Handbook. ~ ~ C!a U ~
`aP r PROP 15' HDP a V = . d ==N ~pCt~ ~ ~ I`~ U7 p ~ ~ N H O City of Raleigh ~ f ~
6 _ = N M , ..i.,iNj ~ f"; Public litilYies Department Pe R ~ ` ~ elp° r ~ F' LLl l`
g ~ ~ Qaz O ~ g ~ f7 ~ ~ Uf Z Authorisatio to Construct ~ ~ 0
INV. = 219,OD 'M , rD ~ N N N ~ ~ ~ M II Date 3i~~1/~A~ ~ ~ Z x
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WAT RMAIN to Z II ~ N i,,,, t j ~ II II O 215 ~ W F \O tl II II O H ? Z > PUBLIC r~i-~
a
~ ~ O Z Z ~ Z Sewer Collection/Extension System ~~/~J' ~ ~ Z Z Z the sty of Raleigh coraents to the connection and extension of the F~ ~
j j City's public sewer system os shown on this plan. the malarial and
Z Z Conskruction methods used for this project shall conform to the standards and specifications of the Cty's Public UtNities Handbook. t~
1 210 CHy of Raleigh _,,~.~1
Pubitc Utilities Deportment P R ~ ~"``-~1
Authorization to Construct °f~
Date
205 - 2 " " 2. Tmm Certification This design has been retiewed by the Fxrgjneer far the Town of
Knightdale, and to khe best of my knowledge and belief, it confornts to the requirements
establish 'n the Standard Spesifisatinns of the Town of Ifnightdale.
B~ ~ ~~-r--~ Hate: ~ ~ wit DATE: U6/25/08
Town Engineer
DRAWN: RWB
These plans are pravedby~the Town of Ifnightdale and serve as construction plans for this
inn 20o proje~' ~ ~ Cu>;~'T•
~J I U11LL 1 :il By Date: Admini ator w; `-+00 14+50 15+00 15+50 16+00
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 72+50 13+00 13+50 14+00 C95,02
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a O ~ ~ r'? Water Distribution/Extension System
N O d ~ ~ r r- N Tha City of Raleigh consents to the connection to its public water
p ~ N ~ pry ~ ~ N system and extensan of the private water diatritwtion system as shown . ~j = } N on this pkn. The materials and constructana methods used for this
~ N N ~ ~ r II project shall conform to the standards and specifications of the City's _ N N !n Z II N N ~ Public Util'diea Handbook.
g O II O O ~ ~ I:
I Z II 11 ~ t j h. 0 II II O City of Raleigh 'r ~ '
235 235 235 ~sr O p ~ ~ Id- ~ Z Z 3 5 Publ'~c Utilities department Perm' ~ d i O ~ - ~ L
Q ~ - _ Authorizatio Construct ~ G/-) Viz; ~ ~ ,
- ~ G ~ Z Z Z Z Dote ~
A I; .f.~ o r~ ~ ~ y'~
0
R PUBLIC i•~ ~ N ~ d oo
Sewer Collection/Extension System ~ z m
230 230 230 MI . CO MI ~ C~ The City of Raleigh consents to the connecton and extension of the ~ ~ 0 ~ C'dy's pubYc sewer system as shown on this plan. The material and
PROP HDPE Construction methods used for this project shall conform to the (~`~j ~ ~ standards and speciticatans of the City's Public Utilities Handbook. ~ ~ ~ ^
8' DIP ' nrp U
( ~ ~ "p City of Raleigh ~ x
t v. = 22 ,ao 'pV V ~ ~ Public UtilRiea Department Permft ~ ~ < ~ Q ~ Z r~
' ~ ~ ~ Authorizat o t~ Construct ~ ~ ~ Q
225 24~ 225 225 ao~N Date ~~.20 ii
228' 8'PV ~ xoMN ~ o N II N Z ~ ~ ~ ~ W
O ~ ~ ~ E~
~N ~p~ Na00 PRIVATE
oaa i- Sewer Collection/Extension System ~
2 ~ o the City of Raleigh consents to the connecton to ks publc sewer r- T'~ system and extension of the prorate sewer collection system oa shown I'mo'-~i
220 ~NNN 220 220 N Z on this phn. Tha materials and conatructbna methods used for this project shall conform to the standards and specifkxrtana of the Cily'a
~°oaNNN ~~`i n SfN1~V NZ I- Pubnc Utir~ties Handbook. =':i
~O II N ~ II NO~O ~~~0 NZ NNE- FH 0+50 1+00 ~+50 2+00 ~ City of Raleigh
Public UtiAtiea Department Permit ~ r,y,..~
~j~p II II O N Z Authorixnt' to Construct ~y '
Date
215 215
ZZ
0+00 0+50 1+00 1+50 2+00 2+50 2, Tawn Certit"ieadon. Tlgs design has been reviewed by khe Engineer for the Town of Knjp.~tdale, and to the best of my knowledge and belieF, it conForms to the recp~irements
establis a Standard Specifications of the Town of Knightdale,
DATE: 06/25J08
13y~ ~ Data: ¢J ~ ~i'~ Town Engineer ~ ~
`DRAWN: RWB
'These,~Tans are approvedby the Tmvn of Y,nightdale and serve as coastructionplansiorthis
ProJf'e~ . A CI-TFFT•
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4A ni ator
Co503
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c ~ O ~ N, ~ ~ N
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~ EXISTING FlRE HYDRAN MNG FlRE HYDRANT TO BE
RELOCATED TO NEW R ~CATED TO NEW' R/W LINE
t
• TOP OF WATER MANHOLE TO LOWERED TO PROPOSED GRAI lER MANHOLE TO BE ~ ~ ~ ~ ~ ~ PROPOSED GRADE z ~ ~ ~ ~
`y
~XISIING POWER POLES dE EXISTING 16" WATERMAIN CONSTRUCT OVER D UTIUIY LINES Tp (TO BE RELOCATED IF ADEfKlATE ADDITIONAL WIDENING W/
BE REL ATED 8Y OTHERS. COVER CAN NOT BE PROVIDED AFTER RIGHT kAND TURN LANE, 3O CURB & GUTTER AND 5' SIDEWALK. .URB g 0 d 0 0 ~ ~ a ~ a ~ ~
r ~ ROAD WIDENING). SEE HO~ZONTAL CROSS SECTION BELOW. 20 RIGHT OF WAY DEDlCA710 ~ : ~ 4t 1 ASPHALT TA eELOw.
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I i ~ . t w, •„q~,..,,,. ~ I S I ? i ~ i E .....,m..,m,,,, i.,.,,,,~,,,,.,,,.,,,,..,, ~ ,.,a.,,,,,,,,,,,.,........,,,.,..~,.«,.,..,,.,.,,.,,,,,.,.,.,.,a.,.,,,.,.,,,,,,,,..,,,,,,,,,~e.,.,..,.,.................1.._..,.m......,.....,,..,., b,,,~,.,,,~,.,.,.m, rE.~,........~.~ .........,,,,,m., ~ 1 { ~~__.~m..~...~...~ .~~~..............~_.ti..,,M..,,m,.~..,~.~..... m~._.w.,~~..,_....m.~. .~I L 0 0
i h ` I ,.2 , l i E t ~ ~ i m ~ ° ~ ~ i i I . i .,.._..._.........~...__...,....,..,.,,,.~~~~_..__._..............w.,,_..~....__....I
; ..~.~w::~~... _ I I i i ~ , m. ~..~._..,...a ~ ~ ~m~.... .•.,,.~,w~ _ ~ ~ .M~,~~~M ` ~~.~.~,M, ` ..,aM.N,.~,w ~ ` d' I ,
• p,,,,,,,w,,.,.....,„,,,,.., a,,.m,,,,,.,,...~....,».i1..w...,.,.w....,..~,.,;....W..a,,...,....w~w.a~._ ..............~...__s...~m.~.,.~......,..,.~m....,.,.,.».............,~,,,,,».,,»,....,.,,...,..,,~,.,,,.,,,,.m.,,,.,,.,,,,,,~i,,,..,.,,,..,,~..,,,,..,,,., w,,...,.,,r,.,,,.,.,,,., ,,,,.,,.,,,.,...,............~1..,,. ...,a.~....~....m,.,..._...i,...,....m..,.m.,...,,.,,.a..M,........__. ..M,i...,., i ~ i ~ .H~._..a__.
• i i ....3,,,,,,,,,,,,,,,~....~..., ~ i
i i , ~ ! # ~ 33 i i 3 ~ i i 3 ~ ! ~ ~ ~ ~ ' ~
a.» ..................n... „.„,w._......,,,,.,.... .m.........,»„~,.,....,u,..,..,...w...__..._x.,,..r.....,.,.......~m,..u.,.,,,,.,.M,,,.,,..,,,,, .........~..mM~.,..,,,.,,.,».,.,,, as,.,.»...m,..».,,...m.m»..»...,. .._y.._. E E I ~ ~ S E , i i 2. Team Cerilfication This design has been reviewed by the Engineer for the Town of ~ ~
I , 1 E i i ~ S 5 Knightdale, and to the best of my knowledge and belief, it conform to fhe requirements ~ ~ r--+
establi 'n the Standard Specifications of the Town ofKtughtdale. r `t ~ ~ 0~
..{I.. V + 5 0 r Date; ?.r) l'O ~ Town Engineer Q o 5+50 0+00 6+5
I ~O 0 o+ These fans are pproaed by the Town of Knightdale and serve as construction pleas for this ~ s ~ Z ~
pro' c ~~j ~D
B . ate: ~ +"e".~..~ ~ t-'
Admi or h-a ~
r~ ~
rte---r G~''
ROAD WIDENING
C L 61' R/w R/W PAVE[~N~ D
47,5' AVER 6' WIDE_ UNDER 6' NOTE:
13,5
3' ASPHALT TYPE S9,5B 3' ASPHALT TYPE 45,0' 5 5,0' 4' ASPHALT TYPE 'HALT TYPE S9,5B 1. MILL EXISTING ASPHALT 1 1 /2' WIDE x 1 1 /2" DEEP FOR NEW PAVING TIE IN. ~
2,5 ~,P 4 ASPHALT TYPE I19 OB HALT TYPE I19,OB 2. ALL STRIPING WITHIN THE RIGHT-OF-WAY SHALL BE THERMOPLASTIC.
' + C&G C~ICRETE S/W Z,~, 5' ASPHALT TYPE 10 CABC HALT TYPE B25,OB 3, PROVIDE ADEQUATE SIGHT DISTANCE AT ALL DRIVEWAY ACCESS POINTS IN
EX '/FT,
EaP t/~ MATCH EXISTING ? °P° 1 NCD~T DETAIL ACCORDANCE WITH THE STANDARDS PROVIDED IN THE MANUAL, "POLICY ON STREET
? aY d? a ~p e ~ a~~ h a 1 DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS", A5 ADOPTED BY NCDOT.
a 1 / d p a , a Pad ? , > ~ , 1, FQR CATCW BASIN /DROP INLETS SEE NCDgT 2 d? ? :E NCDgT 2006 4. ALL ENTRANCES/EXITS & PARKING AREAS SMALL BE APPROPRIATELY MARKED,
ROADWAY STANDARD DRAWINGS' 840,01, SHEET 1- SHEET 1-2 DF 2 DELINEATED & SIGNED IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
840,02, SWEET 1- Mln~ 1 1/2 x 1 1/2 Milled Lap Joint SWEET 1-2 DF 2 "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)," LATEST REVISION. DATE, 0625/0$
840,03, SHEET 1- 3, SHEET 1-2 OF ~
WITH RIGHT .TURN LAND 2, F'GR WHEELCWAIR RAMPS SEE NCDl7T 2006 RGAD 2006 ROADWAY 5. ALL HANDICAP RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOME DRAWN: RWB
IAI~t„ C7TC TR! IAI( ATF'll t1t1~AFC CNAI I AP CTAfuIPFn C:l1Nl'RF'TF.
STANDARD DRAWINGSi 848 05, SHEET 1-4 OF 4 1-4 OF 4
848,06, SHEET 1-5 OF 5 1-5 OF 5 6. CONTRACTOR SHALL REMOVE EXISTING STRIPING REQUIRED TO TIE IN PROPOSED STRIPING. SHEET:
ROADWAY
HODGE ROAD WIDENING SECTION 3. FOR JUNCTION BOX SEE NCDOT 2006 ROADWAY STANDARD DRAWING& 840.54, SHEET 1 OF 1 IOF1
840.34, SHEET 1-2 OF 2 1-2 OF 2 C96*0
N.T.S.

~ o ~ ~ ~ a o
Q ~ N C a ~
a o ~ a
1 i PLAN
0 0 0 0 ~ ~ U U U U U z
z
0
- - - _ _ _ EXISTING RIGHT OF WAY LINE
w. w~ µ......w ..._....,_._...w~~, u.~....,...........~, ..v.
. ~~c,...~~~...~ .~~:i:r~..w.. , , r......~.. .
EXISTING EOP ..~lR....l(~.L~E...,S.;GRIP.,I~C~~.....~..,.._.......~..~~,.......... ...............,...r...~..,.,,,._..._.......,...~.....,..~.. . EXISTING ~ o o a o ~ ~NldidlS 3lIHM,,~NI1S.1~-....,,....._..N. ©Q ~ a o ~
x
.~»~u;~#;:»;~;:.avn~»,, t>n»am:»,;rn•::,,., n:»n,.n»,~~~::~ .~vn~w~~;~,»~~:;... o ' HQD E R AD EXISTING ~ -,:>awnr.;~;.~~~.~~,w„~n~~au~v,wH~r~»;,w~~»a~ X! N~Iy STRIPING ~ w,ww~~ ~w~a~ uvuwuw mans v u,xa wvw~swuvc. ~an.!yla~aua'Fa,uvu a.,m~uer,~ttav~~ya~aau,. EXISTING YELL4W'~~I~,~(~ ..~~~.._......,.....~w.....~._._...,~...,.....,,,_ ..v z..,.
~wsaVaw,a~uv w~:.. ~ ~~zac ~auvv uavuaatwna~atiru~uswac~xtrca"„„„,,,, , •,wa, smu~v~svnawn:JSam~t~ ;.nrov x»~auw r v` ~ a ~~nttS~SF~~wW`Y.dS~V\A~~A\WW WW u\~ww 2a~wtq \\:a`.~~G'P~w~\,UWi0.\~wU~wM`AWWM~NtRttAWWW1~ >E f,~ ~ ~ 6' ,._v.......... ~0`I131. ~NIISIX~ a a a a i~ &\lFFWb\MUWWM~'NtRC.AWW~\\hh."N%~\ CQCfS~\~\bW\1Cla +o . V w• t ~ DNfd
ARw.,nu,.n.,...w,~.... .w ....................mmn„r,~,.nv...w,,,,,,,,..n,...~.~...mnnm~..,,,...nw.,,.m.w,,,,,~.w,,,,m_.+.vw•w„ww.,,x..,w..... ...-~.W_..~-,.~~,M,~.,_~~.,,,.~,~.~_.w~._~uw.~~_..~..~M,.~..~.EXI~'~.~~ E9.,P..~-~.~.~.....~wv~.,n~.w....~.~._u~~.~-. ~\\4\N1\Cita~gq(p~~;~,~
.~...,.,,,..,~~,.,...~.,........~u ~
91 "\~EXISTING~~S ,.EXISTINC~~Sr~~.1C~"~.1~1"1'~~~'S"~~IN~_...~.~.v..~...~....._..~~.....~~~
- e .~w .w.,v....~-.,~...,.~. _e~..,~~.~,,,,.~~,..,,,.~.. ..~..-~,~..~....w. ._w ,...~.,~~,...u_~...._w .
! ~w,,..~,,.~.,.......v....~ ..,,w.....EXI$11(VG ,~IGf~T...~1E,,.~VA,Y. I INE.__.___-.,,.__ _,.w -.,,u_, ..,~.,,,..~.~.~,...m,..,,~.~....... .w~ ~ ~ ~ ~ ~ ~ ,
----w-- - 20 DEDICATED RIGHT OF WAY LINE
. fr + t ~ i~ ,r,r t
_ ` .C t3ttt tt ` tit t? 'f ii= (71
~ 31 DEDICATED RIGHT OF WAY LINE \l ~~t ~ F \V~~ t e F~~+ W
~ r ~ ~ ~ ~S ~ ~ r ~ fi y' ~ , ;d r 1 ` ~ i~rl?
20' BLDG. SETBA E--- ~ . ~f ,r ~ < ~ r' ~ 1 . f i f
~ ~
'ter r~ if ~ w
t tt J P , W~ ' J r~ ~ ~ ~ ' f ~ 1'""'1 Jf Y 1 F,* ~e ,S~' e~ 1 rah
I J Jiff ~ 9 rf'~ ~
~ / s 'Ff
' ~ /1 i s`' ~I i ,r
I F~f,f F ' ~ ~ 'a
If 2 W~ y~~~ F ~ ~ . , r'? ~
f r~,t f F .
~
- - - - _ _ _ EXISTING RIGHT OF WAY LINE
, .,,.F~.{1S11NG.~EQ~P,. ,~...._w........ EX~.~~.~~.RB U~.GI~TTER.,,.~,:,.w _ :.~Mw,:".~;.m, ;:~:~::~"'.:w ...u........_...M..
9NldRll.S_..~:IHM,,_~N~.~I.X
EXISTING STRIPING TO REMAIN HDDGE ROAD EXis' ~x»v suvvsre.'n;»:;»se;.n;;;ans:»::::,uvv»m;rau:~;avn;;:,;»;.•;r:»;„au»„:: r•~wx»::~n:;:»sas»rv-tins»n;;~:::;:;x»,ea;: .:;rex:;;;.:avv:;;ma:;;ta.,van;:»;;:::»::»:.vnn»:,yxr,:acavv~aw:sxanawv~un:anna~wiuwvmnavumu „»avvwwuvvvwua~nce~mma~w~aa EXISTING STRIPING TO REMAIN .......................~..~~.~.,....~.......m._..~................._....._....__........_......_~...~..._.._
v: n:arvuuw mwantra~wv Wis.,.,. ~naavuvu n na vvrsaav~vear~»hamuwcavw.wrs:v'mnaa~„~yu;.anava~ a~vuu um ~D ~ ~ ? w~•ma•:n~na~nussau~saxav»avuvvnn»ir v ~aavaussman;mvma, vuwau~mau~~xa~ x a~ ansrm:~„»~•..:,,"",,;~~.\~\\\~u°"~aivn.~ v~~ Af f vwvw~°~vyvvvw~w~ma~umvvvi wuedv~' s w\\uv~~~:amc;rarn\av~unw~ww~atawa~ r £ ...,M~ =~r
~ wm uua ~:nnaa unw~~m'Awuavutk:m;xa''awuuns;+maa~unauuce::ans~awuvunxawaw~awavav~e vMnmm~c wvs,a , o ' F .......~~Nrd1~rS...~o~7~ ~NU,slx~ \Me:.m wvw.ww~\w.~.wa\hauuw+~.wxawCxa\wu~,~:: ar\uarai~ :~rux.~auw\aa\\~~~.ww~\\r~e:m~w~ ..............,.,....,,...._.....m.,. { 1 ~ ~ ~ ~ I j f~/`r~/S', `^I ~ ~ .,...,..,...M~~,,.,~,.,,,,,.w,,,,,,,,,,,,,M P
.,,~„_w..,,.~,. ~..,.w..,~ PROPOSED 100' MINI SKIP5 ~
D 100 SOLID WHITE STRIP ty r
1'
Al r r~ =U vi w N: ~ ~1
PROP 5ED 4" ~ 5ED 4" pr
3 PROPOSED 4" SOLID ~ STR ING HA H ING HA H r.~F'~ ,,d~0y ~ .
WHITE EDGE LINE -~---~-W- _ .
20 DEDICATED RICH OF' A . ~Q ~ ~j~jju~rntiti~~~
~ 5. IDEW LK. -"",."",,,,,i,-- - - - - - ,a ~ ID~W L~~...~,..~ ~ W . ~ z'
~ 31 DEDICATED RIGHT OF WAY LiN E ' ~ `7, ti tl
Q; ~ t
~ 20' BLDG. SETBACK LINE < I F r`I`f\J ~ +f
SEM N ~ ~ , . i ' / \
i f ~y~~ i1 3
. , ~ ff
~ N
• j•~ III af'`f f
~ r~ ~ w ~ fi~ ,s` ! ~ rM
• ..a
,n, ,.m M~~ .•,s . ~ //~~.+,/~J
FF fi I Y~
r'~'r'F r' Q Q~~ r°~s ,
~a
~ ~ ~~a
~ 2. Tmvn GertiY?catioer. This dosign has been reviewed by the Engineer for the Town of ~ ~
Knig}itdale, and to the best of my knowledge and belief, it conforms to the requirements F..,,,.~ W
60' 30' 0 60' 60' establis 'n th~ejStandard Speafications of the Town of Knightdale. ~ ~
Tovm Engina~r
SCALE.
47,5' , 13,5 These plans arc ap ovcd by the Town of I{rrightdaie end serve as eonstrtrc4on plans for this i-~ projec . _
450' 5.A'
B,5 3.5 5 ~,Ca EGAD WIDENING ~ C&G CONCRETE S/W Adrnini ar ~
NOTE:
EX 4~/~t; ESP 1/ a ? > C~i ~ ENDER 6' ~LI~.E
MATCH EXISTING 1 M ~ A~ I a~
° a a a 1' ~ 3" ASPHALT TYPE S~~SB 3" ASPHALT TYPE MALT TYPE S9,SB 1. MILL EXISTING ASPHALT 1 1/2' WIDE x 1 1/2" DEEP fOR NEW PAVING TIE IN.
' ~ 4" ASPHALT TYPE I19,OB 4" ASPHALT TYPE HALT TYPE I15,OB 2. ALI_ STRIPING WITHIN THE RIGHT--OF-WAY SHALL BE THERMOPLASTIC.
1Q" CABC 5" ASPHALT TYPE HALT TYPE B25,OB 3, PROVIDE ADEQUATE SIGHT DISTANCE AT ALL DRIVEWAY ACCESS POINTS IN
Min: 1 1/2 x 1 1/B Milled Lap Jalnt ACCORDANCE WITH THE STANDARDS PROVIDED IN THE MANUAL, "POLICY ON STREET I)ATI~: 06/25/08
HT TURN LANE Ncn[~~ D.~ ~ A~rLS.. WITH RIG DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS'", AS ADOPTED BY NCDOT.
1. FAR CATCH BASIN / DROP INLETS SEE NCDCT P~ .E NCDDT P006 a ei 1 F'hITC2~hICF'~/~'XI1'~ Rr PARKIN(; ARFA~ fiNAI I RF APPf2~Pl71A1'~"I Y luIARKFn_ DRAWN: RWB
ROADWAY STANDARD DRAWINGS 840.01, SHEET 1 SHEET 1-2 OF 2 DELINEATED & SIGNED IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION
840.02, SHEET 1- SHEET 1-2 OF 2 "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)," LATEST REVISION. SHEET:
840,03, SHEET 1- SHEET 1-2 OF 2
2, FOR WHEELCHAIR RAMPS SEE NCDOT 2006 ROAD) N.T.S. 2006 ROADWAY 5. ALL HANDICAP RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOME
STANDARD DRAWINGS 84805, SHEET 1-4 OF 4 l-4 OF 4 INSERTS. TRUNCATED DOMES SHALL BE STAMPED CONCRETE. C*6,01
848,06, SHEET 1-5 OF 5 1-5 OF 5 6. CONTRACTOR SHALL REMOVE EXISTING STRIPING REQUIRED TO TIE IN PROPOSED STRIPING.

W a~ ~ ~ o n F" ~ ~ ~ c n
~ ~ C ~ N
~ ~ n n n
~ 8'-Ou MAXIMUM -~--~-y~ GO' MIN. IO.T IWt'
• INJ7 SUFFlgENT TO KEEP t. PUT SILT FkTiCE OR TREE PROTECTION FENCE UP TO ~ ~
SEOiMENT ON sTE EN5tAiE CgVSTRUCTION ENTRANCE IS USED. i+ tEMPORARY dVERSION dTCH TO SE USED TC IN'RiRCEPT FLOW AND/OR dVERT TC A SEDNTEHT CONTROL MEASUI~ OR BMP. ~ 2. SILT SHALL BE REMOVED MHEN dTCH IS OIH:-HALF FULL. va v7 r~ W W
'~~':`dty~;'"';''~`';„:~'•~,~°~:~°•±'a*a a a"r 2 IF C01~7RUCTKIN ON Tt~ ~TE9 ARE SUCH THAT 1HE MlR1 91LT FENCE fA~i~ a;;y ~ tao-,.,,;py ,;,3~, ,.:y~4,.,., IS N47 REAfOVED 9Y THE VEHIgE TRAVEIJNO EVER 1HE MNIMUM 10 GAUGE INSTNlED TO SECOND MINIMUM 12-1 2 GAUGE ' • . , s; . ; 'r;` STONE, THEN THE TIRES OF Tlff VEHIq,ES MUST f~ WASHED UNE HIRER TOp 3, drag SHALL ~ RECONSTRUCTED 11HEN DAMAOED BY EQUIPMENT OR cowtED BY flLL. E~ H F- 4. 5I'A8B12E dVER&ION dTCH BEAM N1TH TEMPORARY SEEdNO, MULCH NrfH TAO, AHO/OR EROSIdV CDN1ROl. NEiTiNG. ~ ~ ~
,~~I,~ ~~2 ~3 sTONE TO 9E USEO.>:: 26 OR tND1N OF BEFORE ENTEIGNG THE PUBIDC RaAO. INTE~IEpA1E M1~3 EIOSTING t::',~t. SURCE STOLIE OR RNIROJtD•?;, PROPOSED SiREET, tg ~r oa U U
ROADWAY w,~'-' :•+~u.v ?.,•t: >,w'•^w ' MHIOHEVER IS J, MAINTAIN GRAVED. PAO IN A CONDITION TO PREN':NT LAUD OR i~lut r~ er ~ , t "~ALLAST'1, ,::c^;~; ,,y'''y:":A,~'tM;w,ti ~~.i~±:a'.4~r C#:EATER. SEIIMENT FROM LEANNG CONSIRUC110N SITE. ENTRANCE ixIVAMRti ~mlt GRADE
',ati:~;:r.l., y ~ ,;?a , MID, REWIRE PERKDgC REMOVAL OF SEDIMENT-LADEN °r.,~n.~i~ ,"~,;,~i.,,"4':t", c~.~,y,:r'i.+fili.W STaNE AND REPLA~MENT yATN FRESH gTq'IE, yS~,w' ,,R. l: ooat~.,~ ~ U ~
vlEw 2' MIN. ~ ~ ~ ~ ~ 0 I WASTE MATERIAL-t~MpACT,
VAR. ~ ~ MULCH AFTER Q ~ Q U U 2, r 1Q' aaHS>RUCnQN QF d1Gl ~ w','~;'~` O q ~
.~I ~E~+ ~j,AN VIEW ~I,?~
s>~L Posr
r~ wovEN INRE FABRro ""n"`"" vAR.
1. USE SYLT ONLY WiRiA DRDUNAOE AREA SILT DICE fABIdC S'f' MIN. 16' MIN. NE1Y DOES NOT E%CEE01//4 AtTiE AND NE4ER IN t~i ~o'_z'~ ~ ~~o~° Q 0
AAFAS OF CONCENTil11TE0 flANI pGSTING ROADWAY r~ / ~ q z z ~ ~
• 'r 2, RENdVE spNMEUT DEPgSITEO AS NE'EQED TO J flU, SLOPE ~ ~y?~ ° :nti:i PRONDE STORAGE VOLUME Fqt THE I~KT RAIN t? tz° ~aoo~~ ~ ~ ~ z z
,,r,:.; ,.n• .„p;,..,~c : ,~,+.,~.".,.t,,.„ T2" MDT. AND TO t~'IADVE PRESSURE ON THE MLT ~ ' N0T£St 8"MIN. 1. gEA10VES6DM101 2 RFJ4AOE SIpE sEDOmIT rw~T+ HALF of sTaHE ouT1Er ~ x r~ ~ 0 0 RBRACE SIpE Ag NBB1Ft1 ro EHSUNE OEwATEi~NQ
~,f~~S SEC710NAL VIEW a ~ ~
B" MINIMUM COVER ABRIC UNDER STTONE OVER SKIRT • 1ue nllt 9AAt Np wAwM~ 0.oAi 1WI~ ~ ~ar W W ~ ~
ANCHOR START AS DII~CTED
~.~OSS SECTION BY ENOINEEit • ~ ~ SECTION VIES(,
A ® r N M d' V'1
A covrrr RTftCAROLM COUN
COUNTY oRnlcaxoLn+ CA&0~'" STANDARD TEMPORARY SILT FENCE STANDARD SILT FENCE iJTLET STANDARD CONSTRUCTION ENTRANCE t;r}~~crlvE: olrauos FENCE OUTLET "'~CARO STANDARD TEMPORARY DIVERSION DITCH EPFLiC'lTVNa 07131/06 r w
~~'acTTVF; olrDlroa BFP)acTIVE: olralros
SEEDBED PREPARATION:
l) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE
- INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
zoTts~. 2) RIP THE ENTIRE AREA TO SIX INCHES DEEP.~..~
l'-~ { t. 6A~(LE MATP,RtAL S11oUI,D BA SECCR6D ATT.Iffi BOTTGM AND 5lC1ES IN~O STAPLES OR BY TRCNGHi\G AS POR SI(.T FEtiCG. ~ ~ vs ""°7 I~~~S.~ 2. MOS"G'OffHESF,UiMSNPWILLACClfMI1LA'I'E[N'I'HEIST}3AY,
:;~~,~',vh'~. WI[ICH SHOUf.013F. READILY ACCESSI13ik; rOR MA1\TF.NANCE. w ss e2 rnt;rtNlxNtrrM.I'ROVIDE VENT SCREE,I ACCESSIDLE TDNtDllafl DGfEi FLpy } a. Ixo~rD~~fnrrLLS(us~l DIrLa;.,~wn~ o ~ STR Uf1E 3) REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS ~-1
yr 5'$ANFLES rDR DRA1NAQb AR5AS n1t~AIbR THAN I9 ACRES. nt y~ ~ A, BAReLPSNALLBL70QGlYI2COIRLROSION6LANKGT. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. TAB ~ rw~ 4}APPLY AGRICULTURAL LIME, FERTILIZER, SUPERPHOSPHATE n
~"~F S. TOPS OFH~'pLESSHOULDHEZINC.H561.GR'ER'I'HA'~'fWE"I'OFOF"I'HNl3L'Ry$ fl ,,,I „0,~~9 ?s G. IySflECT I3APPLFq FOR RF.PAiR ONCP.AWEP.K AVDAPTAR RACI~I RpINFA1J. ' vim, '.y ~ lr"
h~ UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE BELOW).
ya ~.hfWb G ~W`L s.M 'CCU\. ' 5 CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM REASONABLY ~ a
¢ < a , ~,,.~r,.r~ a . FtAAT ~Y , r.TC~ t~ r>•IRU wErn UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
r>rAV vtaw CROSSCROSS sRCTI(~rr Ft.ppsL~ ,nTNt ` A 6) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
atABtATDR NDSp SUPPORT'ROYis 5liPPOR7PG5T WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
i'OwtxL'!'0 24"INTR(3BOTTONi STAKF,TO YRLVb;V'f'$AGGINC OI/CS(DE SUPPORT IRE ~ ~ BAIiRF~ ).ON~ TIN i F 7) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
l 8) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR ~ ~j
FENCE AND FARRIC RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
AURIFDINTRF.N H ,„„„,..sTaEl PosT I' MIN FREEBOAR ~ I' MiN FREEBOARD TOP DF BERM SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING ~ p..~
BAF ES tSTD> INFLOW s~PI~ wNCr THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. ~
6~xs~ ~rRe~crt, I ~~kl:~0u%~ ~IV i~o it~l rani oe sluoR ST TUBE I3ACKPIl,1.l;DAVD I ELEV~T~o~l 9} CONSULTS & ec ENVIRONMENTAL ENGINEERS ON MAINTENANCE
COMf~ACIYiD M~T~I TREATMENT AND FERTILIZATION AFTER PERMANENT COVER.
sacTroNVtRw~rOr~nlNC USE fAIRCLCITH SKpIMeMER DE ZaNE~ 4 SKIMMER WITH JrP ORIFICE
AISSIPATER MIXTURE: r~
A OUNT RIP R p AGRICULTURAL LIMESTONE 2 TONSIACRE (3 TONS/ACRE IN CLAY SOILS} ~1
INLET SHALL EE ORTHCARULI oxnrenxocuu STANDARD BAFFLES DETAIL STANDARD SKIMMER DETAIL PRDTEGTED (AS NEEDEIn 4wIi0~ SECTION ~ c~ Honer PIP FERTILIZER 1,000 LBS/ACRE -10-10-10
EFFEG'T1VE: 01/31/08 FROM F.RI1SIpN WITH EFRECTIVF,:OtI31108 RIPRAP, TARP, MATTINti SUPERPHOSPHATE 500 LBSIACRE - 20°/a ANALYSIS ~
DR EQUIVALENT. MULCH 2 TONSIACRE -SMALL GRAIN STRAW
NOTES:
1 BA91N SHdAD 6f CIF~WED QUT WHEN CAPACITY R 2~ THE TARP USED TO PROTECT THE HEIR 811ALi. BE 1 I , TO AVNLABLE SUPPLY. IF MULTIPLE TARPS ARE TO QUT MNEN CAPAp1Y REAC4ES AN ELEVA110N REPRESENnNO THAT TFff BASH 19 HALT-PUtL. ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE IT THE ME1R SHALT. BE THE YAO1H 5PECIFIFD. THE IENOIH OF THE TARP MALL 9E AC{INO
C6FftTRUCT THE ENTRANCE TD THE ;N.aPE 1WADI <V' A LULTIPLE TARPS ARE TO BE USL11, 1HEN TARPS SHALL BE OVERLAPPED AT LEAST iZ". 1HE OVIALAP THE DDYMSIREAM TARP. THE TRAP SHALL BE SO MIL IffAW gUTY SILVER TARPAUUMS ~ 1`1111111 I f!1l~r~/' , F88GNC)"
STANDARp FLARED•EW1 SECT~D CF PEPE kiTFl A PaNTFll61 &-DICH UPSTREAM 12" TARP SNALL OVFAIAP THE DDMNSIF !TAI. TaE PLA?E (GRCSS^~TODN VN;V}, HAKE ALL FTTTTBp~ OR EWIVALADT FOR U.V. RESISTANCE . ETANaARa T-SECT1al1 FTT1'Di< MAY ALSa BE USED PROWDE A MIWMUN OF 1HREE POROll3 BAFFLES TC 1°A'dTatTISNT A }~N 4 BAFFLE MATBTLIL MUST BE SEgRCF1! AT 1NE BOTiT TEE POROLl3 BAFFLES TO EVTNLY DSLIRIBUIE F1AN' ACROSS 1HE SASH, PEDUpIdi 1URBUIENCE. s/~ S AT 1NE aorn>M u~D sroES usulcc srA~s aR BY TNFNCIIHD ws ~ A sox ~.`~P / ~
AT TIC TW.ET. „fti ~o;y, + ••;.t;4 STANDARD METAL POSTS 7-0" IN GROUND YOST OF THE SEgMiNi MILL ACriDMUTATE IN TITE I x;I'~.~. ! AC',SJMULAIE IN Tiff FSiST BAY, SO THIS SHDdD BE READILY AVARABIE FCR MNNTENANCE. PHASE OF THE PRtl,BCT, PERMANENT 910RMWATFR RISER SHALL ONLY DEWATER FROM THE TOP OF PIKE ~ ~
~ AN EARTFATI SdYE1Tl Ta ntREOT SLN~ACE RIAtFF' yw•°.':";'w:w'~!i~ ri hs~ F~~M DUPoNG 1NE GGNSiRUCIION PHASE OF THE PRO+EC' TN',D TTiE TEp~AtAN1' SLaPE DPA1H. MAKE THE NE~~' iT TF~'," Cf''i•~'i "T ,J4.~'i}• "•'q,+t ~ ~ ~ PQNG ,51{ALL HGT ~ TED FTNI .4TaRMwATQ= , GVER TTY DRAIN CD(Gl6GT A NDGNIAi 1.6 FT ANa ar Hold-down stakes "rat t; 3:1 A ~ st.:,.: ER'IEn FOR STORMWAIER USE UN1A, APPROVED BY ENVIRONMENTAL EN61NEtlL 4 ~ : 4.'?' J ~ uy Lu
LDiAST 6 IBS ~ Tp~ ~ 8fRl1 ~ E]THbR '.:.'.rbt~`;. ;k:r;,R•.~ "-'.r'>;.~•."~°.~~ t: 1.5 min GALVANIZED HARDWARE WIRE 1f ~fAi a 'X+'*..•.• tiM1a~.h"'R`~'. EXTENDS TO TOP OF SOX CQUNT
TI.ITNE$Y P~N1 aF THE DTVraFI DERM A ~`~"M'~'P:•";~°~'';~~:~ ~ti~, URTNGARULIM1 STANDARD SKIM, ~DARD SKIMMER BASIN N ~ ~ w+ cn c~ ~ ;,f~a` q: SEEDING SCHEDULE
AfDVE THE T~' tS Tl1E DRAD~I ED MAT >E~1 FLDV CAN b, -•~.,*;t=; ~!T,,,, CFFECT1vG: 01/31/08 FREtd,Y ENTER THe F~pe. N,.~D~i . + it"~ MAXIMOM SLAPE 3.1 ~d
~ I~9'fECT TNINDTLET ~ TILE SLCIP£ DRADd fNDM ERI 16 Spaain V1TH R1FRd~ ~sTPATaa t'~ - WAKE COUNTY CONSTRUCTION SEQUENCE: SEEDiNO PERIOD SEEGAJG TYPE AP (LBS/'CRE~ ~
a ~ 1 SCHEDULE A PRECONSTRUCTION CONFERENCE WITH T r ) IVCE WITH THE ENVIRONMENTAL ENGINEER, auausr 15 - NavFa1BER DI TALL FESCUE aDa ~''~~Inl il~irl!1`~ r,
Plastio I. rr; . , . r I I I i"--"1 I (-DTI Corrugated --I ln~t GLEN JOHNSON, 919-868-6411, OBTAIN A LAND DIST'URBm > DISTURBING PERMIT.
Pipe ~ ~ ~ 2) INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY Dl JIPORARY DIVERSIONS, SILT FENCE, SKIMMER Na~Ma>:R ni -MARCH D1 TALL FESCUE AND sGa
- =I i ' HOWN ON THE APPRO~ ,N•~ ` THER MEASURES AS S BASINS OR 0 THE APPROVED PLAN. CLEAR ONLY AS ABRU2tl RPE xs
Stabilize ~•^;;,,,,µ~;;;,A~~~ - Y TO INSTALL THESE DEVICES. TEMPORARY D] ~ ~ w NECESSAR IPORARY DIVERSIONS SHALL BE SEEDED AND MATTED, MARCH Di - APRIL Ts TAU aoD APAII 15 - a1NE 3O NULLED CaMMON BERMUDAgtASS 25
nutiat ~ ~ I ~ , Y"~°°~"W ,x~,°" ~ ° MMEDIATELY AFTER CONSTRj ,N. r,,,., .s ~ SEED BERMS AND BASINS I ER CONSTRUCTION. TALL FESCUE AND _ ~2a
~ ~ I ~ ~ .T, . f,~, ~NSITE INSPECTION BY THE ENVIRONMENTAL ~u~Y ar - AUOgST 11s ~RONNTOP MILtEr oR ~5
- , ' aGa 3) CALL GLEN JOHNSON, 919-868-6411 FOR AN ONSITE INSP ~I ~ , ^ E IPLIANCE r~uM-9JDAN MiY~lIDS aD ~„-„j
>~-~-i I ' ~ ~ " •~F . ~;r ; ~ NOTE: ENGINEER TO OBTAIN A CERTIFICATE OF COMPLIANC ) min '"^+•~n„w's~„v„ „ f. INSPECT INLETPR07ECTIONANOREMOVESEDIMENT #51 WASHEDS70NEPLACEDTOAHEIGHTOFI2"48'MINIMUMABOVETOPOFBOX ,IN DEVICES AS NEEDED. MASS GRADE SITE. SLOPES ~ 3:,
4 BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES laves eackion sib 0~, " y,,, AFTER EACH RAINEYENT ORAVELSHOULDSEREPLACED ,„„f ~'w° u, - AND REPAIRS MADE AS NEEDED. MASS GRADING WILL REQUIRE ELEVATION OF TEMPORAL F TEMPORARY DIVERSION SWALES TO BE RAISED MARCH Oi - JJNE rn sERICEA LESPEDEZA (SCA~FIED) 5n
' ",~.,,w~, ~ I BR T UP TO PROPOSED GRADES. CONTRA(
,~w,~~' AS SITE S OUGH ~,~.~~~'L'iw«~.~.~,...,.., S. CONTRACTOR SHALL ENSURE TEMPORARY ANp c.,~
A,,.~~''"'" DIVERSION SWALES MAINTAIN EFFECTNENESS DURING' Crass-Section View SS DURING THESE ACTIVITIES. MARaH n1- aP~L is TAU FESCUE aR iza ~ KEEPING LlJVEGRASS OR 10
A 5) INSTALL STORM SEWER AND PROTECT INLETS WITH BI Plan View covNT ?TS WITH BLOCK AND GRAVEL MASC;H 01- HULLED COMMON BERMUAAGRASS as o
Standard T-sel;tian °RTHCAR°L>,~ INLET CONTROLS AS SHOWN ON THE PLAN. INSTALL CUI STANDARD GRAVEL YARD INLET PROTECTION ~ISTALL CULVERTS FROM CI#13 AND YI#23 TO •rALL FESeue ANa 12D ~ ~
~reicTlvl;: olr~lros ALLOW DISCHARGE INTO SKIMMER BASIN. BEGIN CONS? EGIN CONSTRUCTION OF BUILDING PADS #4-$, PARKING ~uNE D1 -',EP'1fIABER rn ~ELRaKNTaP L+~LI~r aR ss ~ N ~
COUNT AREAS, ETC, BUILDING PADS #1-3 SHALL BE CONSTRUCTI oRTHG>~RDL~r STANDARD TEMPORARY SLOPE DRAIN 'ONSTRUCTED LATER IN PROJECT. LsaRGWUM-suDAN HYBRIDS 3D ' ~ ~
- 6) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH FPf ECTIV~,: 01131108 P TO FINISH GRADE WITH VEGETATION, SERICEA LESPEDEZA (UNHUt.(I':A, TD ~ w Z
PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDI .CH DENUDED AREAS WITHIN FIFTEEN (15) SEPTEMBER O1 -MARCH Dt USGARIFTEDf AND ~ TALL FESCUE OR 120 ~ ~ ~
sr~ ~D ~ DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTIOT dSTRUCTION. NOVEMBER Oi -MARCH 01 ABRU2zl RtE 25 ~ r!
7) ONCE THE MAJORITY OF THE SITE IS STABILIZED WITH ~IZED WITH NON-SEASONAL VEGETATION (I. E., BUILDING ~TEMpORARY - RESEEO Ai~DiNG TO OPTIMUM SEASON FOR DESIRED PERMANENT ~ ~
j • ' , I~PE AREAS COVERED Wl : ; ~ PADS HAVE BEEN POURED, PARKING ;OVERED WITH CURB AND GUTTER AND STONE AND VEGETAiIaN, aG N4T ALLOW 'iFASyDAARY COLER 7a1 GROW {iVER 12" EN HEIGHT BEFORE ~ x MOWING, OIHERWiSE FESCUE MAY BE SHADED OUT. CON5UL7 dDNSERVAIiDN ENGINEER OR ~ e>y
~ . : p ~ • , DISTURBED AREAS TEMPORARILY SEEDED) AND MORE S ND MORE SPECIFICALLY, THE PARKING AREA STABILIZED SOIL CONSERVAAON sEAwcE FaR ADDITIaNAI INFORMATION CONC4NNIHG OTHfF! AI.(ERNATIVES
TDP I:LEVAl1oN of sTORMWATER ~ ^ _ 0.5'-~,' ' ' ' AND STORM DRAINAGE IMMEDIATELY EAST OF $UILDIN( 7F $UILDTNG PADS #1-3 IS COMPLETE, CONTACT FOR VEGETATION aF DENUDED AREAS. THE AHOVE YEGETAIiON RATES ARE THasE UtSCH DD YffLI. UNOER LOCAL CONOFRCNS; OTHER ~EDINQ RATE 40MBINAl1ON5 ARE POSSIBLE. ~ ~ ~ Q
s'~TONE M'~' euRY eaTTGM ~'%~r'' ENVIRONMENTAL ENGINEER, GLEN JOHNSON, 9I9-$68-641 ~ 919-$68-6411, FOR AN INSPECTION AND PERMISSION GADl1ND COVER - VAtEpEVER LANG OISRIRBING ACflNTY 13 UNDEATAHEN CN A 'TRACT ~ o~ ~
~ of PLY , TO REMOVE SKIMMER BASIN AND TEMPORARY DIVERSIC CDMPF89NG MARE THAN ONE (1} ACRE, A GROUND {FO4ETL SUFFICIENT TD RESiT{1,IN EROSION :Y DIVERSION SWALES AND START CONSTRUCTION MUSE BE PUNTED aR PRa410Ea NITHIN 15 wGRKING DAYS aR 96 CALENDAR DAYS. ~ W
I~sn"G - - °t"'"""~'-"-- 3 4 EKiERIgt D. ALSO CALL TOWN OF KNIGHT n ~ OF WET DETENTION PON OF KNIGHTDALE ENGINEERING DEPARTMENT AT GRADED slc~ES ANa ffLLS - MITWIN 15 WORIQNG DAYS aA 3a CALENDAR DAYS, OR ~ W I~
PARTIALLY COMPLETED STORM DRIUNS ~'DMATOA RIP-RAP sH~ BE PROTECTED AT THE END of 919-217-2250 PRIOR TO CONVERSION OF SKIMMER BASIN T COMPLEIIOIJ OF ANY PHASE aF f>TIADINO, NHICWEVER PERIOD IS SHORTER, SLQPES SFIALL BE h-1 TER BASIN TO WETPOND. IF ENVIRONMENTAL PLANTED aR OTHERNISE FRONDED KITH CRWND COVER, DEVICES, OR STRUCTURES
DEAp{~ Y IN AtXXRiDAIK~ YMTN 1MERE ~ ~ ~ ~YWpOD INLET PROTECTION ENGINEER AND TOWN ENGINEER APPROVES, REMOVE SK REMOVE SKIMMER $ASIN BY REMOVING AND suFFlcxlx?r ra RESTTtNN EROSION. ~ ~
tTr,~cu.) ~KIMMER BASIN, SILT BAG(S) MUST BE USED ON THE ~
uP:,mEAU END GF DvEiR•T.ow DISPOSING OF SEDIMENT. AT PUMP OUT OF SKIMMER BA laasnNC ~.DPEs DISCHARGE SIDE OF ANY PUMP AND THE INLET END MUS ?TEND MUST BE SUSPENDED ABOVE THE BOTTOM WHILE ~LEwsiaNS ~
PUMPING. IF THE DISCHARGE IS LIKELY TO CAUSE ACCEI RUSE ACCELERATED EROSION SLOPES, THEN APPROPRIATE aatT: DESCRIPTION
~ilb~I~~ 1 ~ i/S iNPE vARI s HEIGHT dt WID'T'H DETERMINED aY ~ ~ ; ? : " ~ DIAMETEDF EROSION CONTROL MEASURES SHALL BE ADDED PRIOR 7 )ED PRIOR TO PUMP DOWN, START CONSTRUCTION OF
EXISTING T'OPOCRAPHY AND ? RETAINING WALLS IN WET POND OUTLET STRUCTURE, E' tUCTURE, ETC. AFTER REMOVAL OF TEMP DIVERSION sTn ~ ~
SEDIMENT STORAGE RIEWIREU, ii, ? ~ _T, WASHEn sTaDE flLTl7! • ' SWALES AND SKIMMER BASIN, CONSTRUCT BUILDING PA UILDING PADS #1-3, ANY REMAINING STORM DRAINAGE Tr~~~~ t~yr' :ilrxEC~INO se~I~:I~t:I.r ~ .
O'0' KEY RIP RAP INTO THE DAM ACROSS PIPE INIFI' • ' • ' •'i'•' FOR sTABIUZA7ION. 5T,~1~DrRt?I~ET,~IL'i : ,t)I
AND PARKING AREAS. ' . KEYED Rip RAP 'E AND ALL AREAS ARE STABILIZED
~ ~ • ~ ~ • ) 8 WHEN CONSTRUCTION OF SITE IS COMPLETE AND ALL , ~ ) HAROwArrE aorH G EN JOHNSON 919-$68-6411 FOR AN 1411 FOR AN INSPECTION BY THE Tawn Certlficaiinn. This design has been reviewed by the Engineer for the Town. of
COMPLETELY, CALL L > ~ wASHIt, S1OME 11
u u ll "BONE FILTER IN ,,,1' PRQtEC oN ENVIRONMENTAL ENGINEER.
bGSTU,r~ A 9) IF SITE IS APPROVED, REMOVE ALL REMAINING EROSIC ~OjDNb covNT TING EROSION CONTROL DEVICES AND Knrghtdale, and to the best ofmy knowledge and belief, it conforms to the requirements
ORTHCAR°L[K SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ~ STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) tE AREAS. ALL REMAINING established in the Standard Specifications of the Tdwrl of Krughtdale.
NDTTw REMavE SEDIMENT ACCUMULATION FROM 817IIN0 EFFSCTTVI:-: olnvos PERMANENT EROSION CONTROL DEVICES, SUCH AS VELC CH AS VELOCITY DISSIPATERS, SHOULD DATE: 06J25~0$ By: ~ L~tte:____~~r.~t,~zE? ILA ~_w
FLOW SHOULD BE A~L~a cHCTw "D~A~~An~'' NOW BE INSTALLED,
~ n~ wuF.N v~'.~TI:.TaTrnN HAS RFCnMF ESTABLISHED. CALL ISHED_ CALL FOR A FINAL INSPECTION BY THE T°~ Englneer 6 DRAWNn RWB
A trul
COUN ENVIRONMENTAL ENGINEER, GLEN JOHNSON, 919-868-641 ,919-868-6411. OBTAIN A CERTIFICATE These plans are approved by the Town of Knightdale and serve as construction plans for this SHEET;
OWMC""OL STANDARD CHECK DAM OF COMPLETION. 1-TFECT[VE: 01/31/08 project, C*7*0
A 'strator

~ b ~ H
INTERST:CTION WITH SIDEWALK, CURB, AND GUTTER p o 0
INSTALLATION OF STREET NAME SIGN STANDARD CURB r 1' ~ AND GUTTER
STREET ~
2X4 WOOD POSTS NAME
r-1 "x4" WOOD RAILS R W MARKER, ~ ~...-.R~yy
~ .r----....~-~-~~
~ I)EAd TREES AND _ ~--EXISTING S 9,5 B -1 1 2 MIN, FOR PAVEMENT FOR PAVEMENT T~j ~ 1` ~ ~ ................r ~ ~
SCRUB OR UNDER ~ PLANT REPLACEMENT OR AS DIRECTED BY THE PLANT CAN(1I~Y - ENGINEER. TYPE R5~- 1H TAOK COAT }IRECTEa BY THE ~ 0 0 1 N TACK COAT TO 8E ""'~~~",~y.,, I N % ~ ~ ~
GROWTH SHALL BE ~,,,,,,,r DRIP UNE _ ,.~-~.~a r LIMIT OF APPLIED AT THE RATE OF 0.08 GALLON CUT FLUSH 419tH 5 FT (TYP,) r- OF O.OB GALLONS PER 1.,,M r STOP-~ MINf#i ~ ~ C)
` / CANOPY, Sq. YD. ALONG EDGES OF EXISTTNG PAI ADJACENT GRADE. ~f,~, DRIPLINE & NEW BASE COURSE PRIOR TO REPAA+ OF EXISi1NG PAVEMENT ; SIGN ~ ~ ~ ~ PRIOR TO REPLACEMENT ~ ~ ACCESSIBLE RAMPS ~ Q r
NO GRUBBING ~ OF SURFACE COURSE, ALLOWED UNDER :,~,,,,~.--r
-DRIP LINE. > ~ ~ ~
~ 5' MIN. ~ ~ R OR R R/W R R PLAN VIEW OF PROI~t^TIV~ FENCING ~ STREET
' VARIABLE ° (NAME
1 1"x4" HORIZ, AROUND 51NC{.E TREE- EXPAND AS NECESSARY I RIGHT_OF-WAY " TRENCH WIDTH °ttd61~" 1 WfIDD RAILS 12 NOMINAL 12 t2" SIaEWALK ~ ~ MARKER
m tmc ant 2 VARIABLE 12" 4D" ROADWAY B C~7 q W
- PLANTING CLEANOUT 12" ! ~ WATER _ _ . ~ STRIP ROADWAY r~' INTERSEC710N iNTH DITCHES, AND Nil CURB AND W W
i ~ ~--~-,--~....-Y',- moo; v- r~ s ~-r• ~ - m _ . z - 8" ~ ~ METER TYP GUTTER 1 C f 3 " 4
~ ~ t~ ~r ~t' 3'-0" 8 O.C. iry 11iLE ~RDT'ECTION AREA ~ MAX 18 SIDE , ~.~:x:-~. ~ °-n-~G~,a..~ ,o L r i .t L M.G ~O PP ~~I..FIr
° D4 NOT ENTBR WALK 2.S' ~ 2.b' ,r{ ~ ~ ~ I ~ ~L ~~~LmL~ ,.-~-~rr STREET NAME ~ ~
O00 FENCE DETAIL ° 5 ~ POINT GF CROWN 5"B25.gB-J MARKER ~ EXISTING PAVEMENT (TYP.) ~ ~ ` ® ~ ~ ~
a.o2 , ,~Y ~ 0.02 FT 0.02 ~
Y ~ . , y r~ f~~/. J~/'~ eI f~~~~~f ~ _
rl~,.,. ~ . MINOR ~ 1
~ GA5 (SOUTH ~l»ECT BACKFlLL ,...PLANT CANOPY ~ ~0 4'_q" AND WEST SIDE} COMPACTED IN B" LAYERS ~ /~.~:~r ~ STOP
_ DRIP UNE MIN MIN r a ~ Fr.- . ''r>~,~~ ; ; ~ ~ ~ G -~------r--
...-rwTf _ SANITARY .,,u.- 1 U' U" 8°, MIN B" MIN %y.. SEWER LINE B MIN \ ~a;'.,r,... " ° /~Gf.%,,~.,'i R/W-..~-_ti r 1 (~~__~R~ F^-^i
12" MAX ~ 12" MAX ;a: i 12" MAX ~4~.`'.:- I`;;,`,`:.',~ ~
8' MAX. ~ -GABLE/ '';r' i ~ i ~--STREET NAME . ~l ~ ; ~ I~ MARKER
VARIABLE AS DIRECTED r-8 STEEL T POST TELEPHONE i BY THE ENGINEER (FACTORY PAINTED} CONDUIT
f,~, ELECTRIC CONDUIT
- ~ ORANGE, UV RESISTANT, WATER LINE ...1 MIN. 12•-1 2 ' ~ i' ~ . ..I~ f HIGH-TENSILE STRENGTH, NORTH dI EAST SIDE ~ ~ T,~r,f~`~'l;_-~' INTERSECTION wITH CURE AND GUTTER
GA. WIRES POLY BARRICADE FABRIC ( ~ I'I L L LPL L L L L L L L L ~ 1 GA. . D MIN
(TYPICAL) ~--SHAPED INVERT LINE WIRES L L LLL L ~ L L ~ CROSS .Sf:~SIS~~I. SHAPED INVERT NOTES: l+~i [~r
L L Lf~C L m gar _ L EXISTING L LL L L PLANT 1, TWO STREET NAME MARKERS ARE REQUIRED IF R W THE MAJOR STREET HAS 3 OR MORE LANES. STREET NAME 6• r°T STANDARD CURS
L L ~L L L L L L T F GRADE LIMI O MARKER ~ ANa GUTTER
t~r~% ~ °~-~S _ _ ~r~,, .l i T CANOPY, ~ ' DRIPLINE 2. ANY VARIANCE FROM THIS STANDARD MUST BE ~ APPROVED BY THE TDWN OF KNIGHTDALE. R/W ~ ~--STOP SIGN
1•-.. WARNING SIGN S' ~
r I 1. THERE MALL BE AN 18-INCH VERTICAL SEPARATION - Fi ORANGE, UV RESISTANT, BETWEEN WATER AND SEWER LINES.
HIGH-TENSILE STRENGTH, ».,L~i 2, WATER ANDJQR SANITARY SEWER LINES SHAU. 8E A POLY BARRICADE FABRIC MINOR ~ ~
MINIMUM OF TWC 2 FEET FROM THE EDGE OF THE (TYPICAL) (
PLAN VIA QE PROTECTIVE F~"~(CING CURB ANb GUTTER, 1. MINIMUM PAVEMENT REPLA P~RFCRATED PLASTIC FENCE DETAIL 3. ENCROACHMENT ONTO TOWN MAINTAINED RIGHT OF WAY PAVEMENT REPLACEMENT REQUIREMENTS FOR TOWN ~ p
AROUND SINGLE TREE- EXPAND AS NECESSARY SHALL FOLLOW CONDITIONS OF THE APPLJCABLE STREETS AS SHOWN. NOTES: ENCROACHMENT AGREEMENT DR FRANCHISE AGREEMENT. A5 SHOWN, REVISIONS R/W ~ ~ R/w~+
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. 4. STREET LAMPS SHALL BE PLACED SUCH THAT THERE 2. USE OF PAVEMENT REPLAC PAVEMENT REPLACEMENT (AS SHOWN HEREON) ON DATE aESCRIPIION f ° ~ ~
2. LANDSCAPING PLANS SHALL SHOW LOCATIONS OF ALL TREE PROTECTION FENCES. ARE NO CONFLICTS WITH STREET TREES, STATE ROADS SUBJECT TO 3. ALL PLANTS TO BE SAVED SHALL BE PROTECTED 8Y FENCING AS SHOWN IN THIS DETAIL. ADS SUBJECT TQ N.C.D.O.T. APPROVAL. STOP SIGN ~ ~ 6Y~~\~ MARK R NAME
4. GtMdTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING ANY CONSTRUCTION OR GRADING ACTIVITY, 3. REPAIR PAVEMENT MARKINi AVEMENT MARKINGS WITH SIMILAR MATERIAL
OR SHALL CALL FOR INSPECTION AND APPROVAL OF PROTECTIVE 5. CONTRACT ING PRIOR TO BEGINNING ANY CONSTRUCTTON OR GRADING. ~'i REVISIONS REVISIONS REV151pNS FENC ~ STD. NO.
B. PROTECTIVE FENCING SHALL BE LOCATED 5 OUTSIDE DRIPLINE OF TREES AND ppTE DESCRIPTION ~ DATE DESCRIP110N DATE DESCRIPTION 1' MINIMUM OUTSIDE SHRUBS DR OTHER PLANTS. TC?~~1~ DF KNiCHTDAI.E STREET ~';1It-iE SICx:~ iI~ST,~LL:1TIt~ld ~ ~,h STt'~f~D~R d DETAILS L0~`,~TIONS i fi J
I STD. NO. STD. N0. STD. NO. ~ P1
C` I~"r T~~<~LI~ , , , . - TC)~tf'T~ {1~' ~l\IC"rHTI)'11.:F - ~ , ~ TC)~~'~ f?F' K1~ICF~TDAI:F~ ,!1SPH,~1~,T P.~1~'F1~~If T.~~'vIV OF I~.N I-~T . :1\T I'R~TFCT[~ L F~:~C.I~CT ST."*I~I)~'lRI~ IrTIIvITl LQt ~"'*T[(~N i1~ STRF:.I'T ~1LT P.~1'~ENIE]~T
,"..1O STr~N[7~~~R1)I7~:T>~IL`~ 3.1-~ i :1`tiC'3i1RDD~T%1IL5 REPAIR 5~~'TIt~". 'AIR SI~~'TIO'~ x.14
~\\``~1V11f111111/j///
~
g Y. RLAV}ES SHALL 8E FafTRUE~D ~ ~ ALUft41N€1M 8i~3T6 i#~ 6g6~TS A1t4Y ` ~ ~ ~,,J '~6
.(I$O" ;HTCK. Pt}aT ShiAlt. BE 9{T'-D« ~ ~ ~ LO = <C cn rya o a TiJ LENGTH, Gi.O.SB GALVAM~'f3 STEEL ~
CONT3NT!f3US :MILL Olin, W1Ta4 NO w C,1 ~ ~ c~v,~\'~ ~ Y RAW ENp~ AR 4i1, f54D WALL wo ~ ,q,
1 2" RADIUS 2,37;i~ 2° ~ ~ ALUMINUM ICE bETAIL d). % ly ~ 3 ~
4 ~ ~ ~ , ~ ° ° 2, i;AP Tt3 ~ ALUMINUM ~0 ALLflY flR (~A' p~~~
r 3" RADIUS » tf9 RADIUS i .L~,.~. ~,,-.w-....,......i EBLADEo 2.371 D. 8A~ bi~ 4A5FT r//~'~illllll111I i I f 1+~~,\e~~.,,'
AND A(2.1S4iED, GAF' SRAIL BE " TAPPED TO REt~TV£ ANp !NCLUbE 3
S7AAitESS STEEL SET SCRE+hS FGR POST MOUNTING AND 2 STAINLES5
2 J I ~ 1" ~ w'°'',, --t 2" EXPANSION JOINT STEEL SEt' SCR.a I:UR IX,A~ M4llNTING. SET SCREWS T4 TiAVE
S" ~ ~ ~ ~ ~ ~ / a ~ PROPOSIwD „
„ oa;. . CURB & GUTTER I i/8 RADIUS (TY t /8" RADIUS (TYPICAL) ~ ~THI~N;r~) ~ ~ ALLEN HF.~vs (SSE #3ETAlL a), 3, BLADE sPAt2r'i BRACKET SHALL MEET
. ac~' JOINT SEALER " 2 -6" _1 a f SAME SPECIFlCATT~iS AS THE CAP 1 fa" ~ ~ m m i,iT625" H7PlT 2 SCRTrWS TO EACH BLADE
q» { / ~ 3 3~. ~ ~ ,r~s° ~(THTT~fNESS? M6UNTING (SEE DETAIL ~ ~m m ,
i PROP0~0 4 CONCRETE SIDEWALK 4. THE FACh DF A4. BLADES SMALL MEET k,-.-.i COVEREti NRTH EN6ENF,ER!NG GRADE
SURFACE OF GUTTER n A~~ StTEEliNG WITH ~229D WHITE DTE CUT ~ ~ . ~ ~ #.ETCERS YATR REV~is SC#tEENF.D
f2>`Tr'~ ~f~QY~N,Ea ~NSIDI+I JOINTS ~ ~ . , . „a X708 TRANSPARENT GREEN, TE4E tr~r-) 1 "4° PRIMARY LET'1ER& SHALL 6E 5 H4(~1 T ,
" ~ g a. a ~ a ~ c:. g ! UPPER CASE, FH1VA SERIES 8 ANO
GROOVE JOINT IN SIDEWALK - ` ~ I ~ . , PREfl1t/511F~T# l.~t#Sit5 SRAM ~ f' m 2~-t~ Hit'~i, UPPER CASE, FHWA
1 f2" RADIUS B" 1'-O" i i i ` JOINT FILLER r SERIES C. 6t.CCK NUM8ER8 SRAtL 8E ~ ~ O FILLER ~ PLACED !N THE LDY~R RIGHT CORNET? ~
3" RADIUS I 3° ANL! SHALL 8E 2-i/2' Hlt~i, F#dYtA ~ E,. SERIES G. Ail. MAl~t1ALS TO BE ~ N ~
1 8° RADUS ~ ~ ~ / 1 8" RADIUS I ~ f ,p VACUUM AAtD HsrAT APPLIED Tq A ? 00 PdiEPARED ALUblTNUM 9LADio, Wtilt~i ~ d'
/ ' TR EXPANSIO NT ~ HAS BEEN CLEANED A4iD Alt fc~Eli;NN r../.~ ~ M
- ~2» ~ ' 1 --1fB" TO 1f4" MA'CERIAL REMOVED (S£E DETA~. E~ ~ W ~ C~
{ fi° ~ ;a. LETTcRS, NUMBt"RS AND ~ACiNO (^f Q SHAtIr CONFQ~ T4 THIw STANRARI? r`+-?~~ F, r,
• ~ ~ <; ~a ALPS! c. FCA3 T;T~i1TAY ~GNS, 1956 ~ ~ Q ~ EDITIQN, RkPRlNT MAY, i9?2 BY THE
" ~ U.S. ~'aRTMENT OF` T!tANSPddRTATiON, Va ~ b'. FEDERAL HIGHWAY A,DMINfSTRATIDN,
L ~ . ~ '~O Of'FTC€ TRAiF1C ~ERA?ii~. S 8, ALL STREET NAA9E SIGNS ARE SUB~CT p Q Q
w „ i. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE ~ ~ TO APPRv't~AL 8Y THE TO"fAd. BT.fA~
I --6 'sr~NDal~ ctJRR O,g~- GU-fTER REQUIRED (N THE CONCRETE SIDEWALK AT 6' INTERVALS, iYALS, JOINT SPACING MAY BE ALTERED BY NUMBERS SHALL 8E PROVIDED rT~ ~ ~ ~ ~xL,
ONE 1 2" EXPANSION JOINT INLL BE REQU{RED AT 45` 1, CONTRACTION JOINTS SHAU_ BE SPACED AT 10-FOOT INTERVALS. JOINT SPA " JOINT FILLER / , I/2 INTERVALS NOT TO EXCEED SD AND MATCHING THE ENGINEER TO PREVENT UNCON11tOLLEO CRACl9NG. SYGNS AND CO,R'R1rSPOND TD F~-+-~i +J.`.,^, tIF'FIGIALLY APPROVeD A~IRESSES. ~ ~ ""Z"'' a
„ " EXPANSION/CONSTRUCTKIN JOINT 1N ADJACENT CURB, A 6" - 1-6 G 1 -6 ~ EXPANSKXV SEALED 1 f2" EXPAN~ON JOINT WILL BE REQUIRED 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE DF TEMPLATES OR FC IEMPLATE$ OR FORMEb 6Y OTHER APPROVED 1 i, 1F 'tt~ 3TREfiT IS IN7EN T4 9E ~ W ~
RADIUS WHERE THE 'SIDEWALK JOINS ANY RIGID STRUCTURE. METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUI PRIVATE, A SUPPLEMENTAL PLATE IS ~ LATES, A MINIMUM DEPTH OF 1-1/2~ SHALL a REfiINRED .THE SUPPLEMENTAL PLATE I h~-~~
~ 3 RADIUS ,IOfNT IN_SIDEWALK BE OBTAINED. ~ ~ MAY 0E ATTACHED TD THE SIGN OR C~ Q
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK, ~ .D2 ~ 3. ALL EXPANSION JOINT'S SMALL BE SPACED AT 90-FOOT INTERVALS, AND AD fERVALS, AND ADJACENT TO ALL RIGID Y~E'LR~OW SFTEE~N MAY 8E U5ED~1N~ ~
~ 'D3 x WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL OBJECTS. JOINTS SHALL MATCH LOCATIONS ?Hlli JOINTS IN ABUTTING SIDEW{ ABUTTING SIDEWALK. SIGN SHALL HA'dE BLACK LETTERS REVISIONS TRAT SM014' PVT TO STAND FOR
12" 1~" BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE 4. CONCRETE COMPRESSIVE STRENGTH ShALI BE 3600 P51 IN 28 DAYS. 29 DAYS. DAB ~TTrk~i PRIVATE. THE LETrEY?S SRAl3.8E 2~1~2" NfGH, UPPER CASE, FHWA n
" ° . 7" f 7° CENTRAL 6USINESS DISTRICT IMLL BE DETERMINED 8Y 6 , 6° ~ THE TOWN ENGINEER. ~ l 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE At FOR FUTURE ACCESSIBLE RAMPS. SERIES C, flN A SACKGROUNI2 ~ Il11Vl~J YE4tOW ENGIt~EERBdG GRADE SHEETING,
__.1_ _ ~ - " ° 4. WIDTH DF SIDEWALKS ON NON THOROUGHFARE STREETS i (SEE DETAIL F). TALL 8E COMPACTED TO 10096 5TANDARD .,..r-~t
•0~.~ SHALL BE A MINIMUM OF 5' UNLESS bTHERWiSE 6. TOP AF SUBGRAQE BENEATH THE CURB ANO GUTTER SHALL BE COMPAC' I°*----~°°°~ z~-D"~~ ~ RROCTOR DENSITY. , " SPECIF9ED BY THE TOWNS UNIFIED DEVELOPMENT TO~YN rJF 3~i~TTGk31`I7A~E sn7. N0. '`--1
2 -0 ORDINANCE. STAINT7A.t~IQ D~TATi~S ~ STR~~T ~IA~"vg~ ~IvAt 3.1~
~„~-0°'„~7ANDARD CURB ~ GUI7'ER 5. SIDEWALK TD BE PWRED TO END OF RADIUS AT '
,SI4EE..f.9R.YAQIdDLE INTERSECTING STREETS.
X13, ELEVATION RATES I 8. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3800 PSI REVISIONS
REVISIONS REVISIONS IN 28 DAYS. DATE DESCRIPTION 2. Town Certification. This design has been reviewed by the Engineer for the Town of
OATS DESCRIP110N I DAl'E DESCRlP7lON Knightdale, and to the best of my knowledge and belief, it conforms to the requirements
~ of ~ established in the Standard Specifications of the Town of Knightdale. DATE: 06/25/08
1 of 3': 2of2 STD. NO.
SrO. N0. sm. No. ~ Tl)WN ~JF KNIfixNT17ALF D Gl'TTER By: Date: ~ z-~, 7.o (~o
TC~~~~'~ t~I":1~',tilC",NT1~~~1L1F . , Tt)~Lh t}FK\[CiHT[)~~1LI~ (:t~RB;~11.tiDGl'TTfR t l,1Ri3 ,'~.[~IJ (~l; ! I ~It CQI~t..RFTF SCDE~tif~,LKS ST.~"a1vDa~~~ ~IMT~~.IL~ °,"~`L)~'tl~[~ I.~Ir'[`.'~lL`~ `I.t~l STr~ItiI7a~~RD DETIILS ~.t1~ a.ot ~ DRAWN; RWB Town Engineer
I
These plans are approved by the Town of Knightdale and serve as construction plans for this SHEET:
proje t.
By: Date: Co7,o Adm istrator

W a
E-~
N4.~:. ~ o
3. NC GEN. ST. 136-44.14 REgUIRES 1HAT
PLANTING 5lDEWALK ~ ORLRE~CONSiRUCTEDSSHALL NCLUDECTED VARIABLE WHEELCHAIR RAMPS AT AI.L
STRIP W 1, DETECTABLE WARNING DOtrIES - 4' MIN INIERSECTIQNS AND OTHER POINTS OP
A B SHALL COVER 2 FEET IN RADIUS ST~'~ PROPOSED PEDESTRIAN TRAFFC. LENGTH & FULL WIDTH OF VALES LINE
3" RAD. 2 % {MIN.) 194 (MIN.) 9 Z (MA . 496 (MAX.) 4' MIN THE RAMP FLOOR A5 SHOWN. DR FUTURE ~
4 % {NORM) 2 % (NORM) 4' MIN THE WALKING SURFACE SHALL S{DEWALI~. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCAT10N5 A5 SHOWN ON THE W BE DARK GRAY (74$ {m'} PLANS OR AS DIRECTED BY THE TOWN. ~
EXISTING 30 - ~ -~.~,;,-~~.__.._,,,w. t. CURH AND GUTTER ~ _ CONTRAST RAT10} IN CtX.OR. ~ NIGH 41S1BILITY w~~ LOCATION5 MAY BE ADJUS'T'ED IN THE ~ ~
DROP CURB AT RAMP - f 5EE CROSSWALK FIELD AS DIRECTED BY THE TOWN TO 0 Q 2" CROSSWALK WIDTHS AND NOTES 2, 9, do 14 y AVOID POWER POLES, FIRE HYDRANTS,
_ '-12: i MAX. RAMP SLOPE CONFIGURATIONS VARY, ALL REF: NCDOT ~ SEE NOTE 9~ STORM INLETS, ETC. NO LESS THAN TWO ~
EXISTING 3D" CURB AND GUTTER ~ X 1 /f~ . ; MUST CONFORM TO TRAFFIC STD 1205.7 (T'YP) (Q} FEET OF FULL HEIGHT CURB SHALL © Q ~ DESIGN STANDARDS. (TYPj BE PLACED BETWEEN THE RAMPS.
RAMP WID'H ARfA 1" 1/2" EXPANSION JCTNT is vARIAeLL 5~C'pONAL VIEW ~ 5EE NOTE 3 3~ ~ ~ x
_ r.,Y.. : . TOP OF CURB PROPOSED ~ a,ns•R SEE NOTE 12 ~ {TYP} \ 4: 5. NO SLOPE ON THE WHEELCHAIR RAMP W Z Z N9.~ SHALL EXCEED 1" PER FOOT {12:1 OR ~ ~ ~
CURB & GUTTER ~ ~ ~ ~ ~ ~ ~ f• 8.33} IN RELATIONSHIP TO THE GRADE
`'ti PLANTING STRIP 6"~0" u • ~ ~ ~ ,f'.. w ~ p uu~~R GRA55ED , „ ~ A PORTION OF ONE OR BOTH SIDEWALK OF THE STREET, 0 0 ~ RAMP5 MAY EXTEND OUT5IDE
~ ~ ~ ~ ~ ~ ~ " E PAN510N JOINT ~ ~ ~ 1 /2 X n, a o c ~ ~ ~ SEE STD. N0. 4A1 THE OURVE RADIUS. TYPICAL WHEELCHA~$ RAMPS AND. 6. THE WHEELCHAIR RAMP SHALL BE A ~ ~
i PROPOSD) 4" CONCRETE SIDEWALK _ 4 ~ySWALKS Ai TEE IN~F~T10NS MINIMUM Of 40" (3'-4") WIDE. Q Q
0~~' O~i' P,35' i"'' f"" ~ . ° ~ ~ o,~o u , 7. CONCRETE SHALL BE A MINIMUM OF 300D ~ W
PROPOSED CONCRETE SIDEWALK 5'-0 ni 'P. P.S.I. AND FINISHED WITH ANON- a a
PREL'AS't ? IN ~Q,~dC?2,~TE SIDEWALK CLASS ~r 1/2" EXPANSION JOINT SKID SIAiFACE. ~ ~ SEE STD, NO. 4.04 VARIABLE 8. AN EXPANSION JOINT OF 1/2° SHALL BE
GROOVE JOINT IN EWALK ~ETECTf~~LE coNCkETE VARIES WARNING DAMES ~ 4' MIN PLACED AT THE JOINT BETWEEN THE
A~TERHATE MATERIAL MAY BE SUBSTITUTED, ti 5' STANDARD VARIES LIN~~ WHEELCHAIR RAMP ANO THE CURB OR
PROVIDED ThE PRi7DUCT ]S UN THE TOWN'S APPRCVE? MANUFACTUREk LIS' AND 7HE HIGH VISIBILITY ~~I;~ I ~i~i` 51DEWALK SIDEWALK. ~ ti ~
" MANUFACTUR[R'S PRODUCT AND INSTALLATION GROS5WALK t/$ RADIUS ~ SPECIr"ICA7TCNS ARE Fg4~gWEU, REF. NCDDT STD 1205.7 PLANTING ~ 9. THE INSIDE PEDESTRIAN CROSSWALK LINES
RIGHT OF wAY LINE STRIP SHALL BE SET NO CLOSER INTO THE ? NIGH VI IBItJTY lNTTRSECTION THAN WOULD BE
1/$" T4 1/4" THIS PORTION OF RAMP 'ORTION OF RAMP ~ CROSSWALK ESTABLISHED 8Y BISECTING THE CURE FALL N9THIN THE RADII.
~ MUST FAkl N9THIN THE - CRDSSWAL L iWALK LIMITS. i/a" EXPANSION JOINT ,-SEE NOTE 9~ ~
PLAa.~IEldt 5~ 5EE STD. N0. 4.01 PRQPOSED OR (TYP) 1O. THE CURB CUTS AND THE PEDESTRIAN FUTURE CROSSWALK LINES SMALL BE CCORDINATED
~ ~ ~ W ~ C~ r-- BACK DF SIDEWALK DROP ~ ~ TROP PJ.AN_l0~l~I SIDEWALK ~ SEE NOTE 12 SO THAT THE BEGINNING OF THE
4" (TyP} WHEELCHAIR RAMP 'MLL FALL COMPLETELY SEE NOTES 2, & 14 WITHIN THE CROSSWALK LINES.
a X ,r " PROPOSED OR FUTURE ITURE REF: NCDOT
PROP05E0 ~ 1. A GROOVE JOINT t DEEP WITH 1/8 RADII SHALL f3E SIDEWALK (5' STANDARD) CONCRETE - REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ~ 1NDARD) STD 1205.7 11. THE MINIMUM WIDTH OF THE PEDESTRIAN
PLANTING SIDEWALK ~ " JOINT YNLL BE REgUIRED AT 45' ~`~r VARIAFiLE SLOPES NO7 - JOINT FILLER ONE t/2 EXPAN510N W A W+A+9" X B CR05SWALK5 SHALL BE 5 0. ~I ~ 5' D.0 5. 5 6' 5.0' ~ 12. STOP LINES SHALL BE PLACED AS SHOWN
STRIP I/2° F+~~ INTERVALS NOT TD EXCEED 50 AND MATCHING TO EXCEED 12:1 (8.33%} EXISTING CURB 1~,.::-~- ON JOINT IN ADJACENT CURB, A 'V ' 6' D.0' 6. ' 6, 6.0' ~ TO INDICATE THE POINT AT WHICH
AND GUTTER " ER if~~. EXPAN510N/CDNSTRUCTI g t/~ P . TRANSVER~EXPANSION- SEALED T/2 EXPANSION JOINT WiIL BE REQUIRED ° D.O 78' 7,3' 6.5' ~ " I VEHICLES MUST COME TO A STOP. THIS
s~.~ WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. S' ' .0' 7.8' 7.8 5.O' 4 ~ POINT SHALL BE A MINIMUM OF 4'--0° FROM THE PEDESTRIAN CROSSWALK. ~
~IPL IN SIDEWALK. IN: _ Y,. " ~ U1ILITY STRIP I~-~- 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6 THICK.
} 6 SIDEWALK ' 3.0' B.3 4.4' 13. PARKING SHALL NOT BE ALLOWED WITHIN ~ ' 3.5' , ' T3.4 4.t' 20' OF PEDESTRIAN CROSSWALKS.
SUB BASE 3, WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL , 4° MIN. A.B,C. COMPACTED 8E A MINIMUM DT' S. WIDTH OF SIDEWALKS IN THE B ~ rT7
_ BAGKFILL CENTRAL BUSINESS DISTRICT ONCE BE DETERMINED EfY HIGH VISIBILITY 4, , 10 3 B 7` 4' j,,,YPICAI WHEELCHAIR RAMP5 AND 14, ALL PAVEMENT MARKINGS SHALL BE IN w 5.0, .8 9' CROSSWALKS AND STOP LINES ACCORDANCE WITH THE LATEST EDITION ~I
THE TOWN ENGINEER. CROSSWALK OF THE MANUAL OF UNIFORM TRAFFIC B = X - (A + 9° CONTROL DEVICES (MUTCO) AND THE
TYPIC~1i SECTION 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS 15DMETRIC VIEW REF, NCDDT STD 12D5.7 B _ X 9 =DISTANCE FROM FRONT EDGE OF SIDEWALK NORTH CAROLINA SUPPLEMENT TO THE
SHALL BE A MINIMUM OF 5' UNLESS OTHERWISE 9 DI SPECIFIED BY THE TOWN'S UNIFIED DEVELOPMENT ~ TC TO BACK POINT OF 1,2:1 {S,33Sf',) SLOPE, MUTCD, ALL PAVEMENT MARKINGS SHALL BACK OF SIDEWALK DROP REOUIR® FOR CONFORM WITH NC DOT SPECIFICAT10N5
ORDINANCE. BA REVISIONS AL ALL SIDEWALK 5LOPE5 REUISION5 5ECT1(XVS 920 AND 1087.
5. SIDEWALK TO BE POURED TO END DF RADIUS AT + + BACk I • + BACk QF SIDEWALK DROP REQUIRED FOR DATE DESGRB'TION ~ SIDEWALK SLOPES OF 0,04, 15. ALL STOP f3AR5 SMALL BE b FEET BEHIND
~Emti. T RSECTING STREETS. DA1T: DESCRIPTION SII IN E
t. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 5D FEET APART. 6, CONCRETE CDMPRfSSiVE'STRENGTH SHALL BE 3600 PSI (,~,~Q~.B HEDU F EDGE OF CROSSWALK. 1 oft 2of2
2. CONTROL JOINTS TO BE AT 5 FEET O.C. REVISIONS IN 28 DAYS. STD. NO. STD. N0.
REVISIONS DATE DESCRIPTION 0'41%?~ C3F KN[CiHTDr1LI TC)W\ fJp' KN1C~{-{TDE#l.l ~~NECLCH.°*IR R.11~tP C:L`RB C'(.iT ~a"
I TION 3. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. T [~p~(tr(f DATE DESCRP ~T.'~1~~:'1RDl7CT;lILS CHt1l~RRr1N'1FC1R13C'tT 4.t~Ih ST,A1y[):ARfJ~ET~11tWS ~,Cl~i
4. SIDEWALK SUB BASE TO BE A MIXTURE OF 70 PERCENT X57 STONE AND ASTTd C33 SAND OR EQUAL. 2 of 2
t of 2 ~n
STD. ND. r , : ~ A STD. N0. . , ; . , , j TCa~~+`N C)F Et\1(THT~).1LF~ NC'RFT~ Sii~F:tif'1~,K:S Br~RS 2 ~ OR LESS U5E CtN FLAT GRADES
TC)~~ \ t~I 1~.1Nl~t:rl-[ I'17,11~.1" ~ , C`O r t..0I4CR~.TE S1Cl~:l~~~LKS ~.f) STr~tiD1~D [~FT~'1ILS ~.tl~ 4 T,~,1~ ~;^~R;~ C1k ~~1, I. rn EQUALLY SPAN:(}
8"
Q '
" rn 3'-tl'~ aEPRt^SSED , ~ ~;ti.~ r"a ~ t_~„ ~-{TYP~ GUTTER ~ O d`~ 6~fl~~~'
~ ~ ~ ~ 5ECT10N 5-5 LINE ~ ~ .
r-STANDARD 24° X 24" ~ ~ J GRATE AND FRAME l~
r 6 .I. i2 3 .
, ~ 12" r ~ ~8 BARS iN' NORMAL CURB ~ GUTTER ON LIGHT GRADES ~v~~d - ~ ~4 BARS "U° r,`~
MOR'AR SEC ("YF'.~ F~~ C'" --s° C ~ C"' v~'"' ~ " r~ ~"~~a ~t~~o"~ ~~~~~~IIIIfIPV,111~~~~~~.~., _
t e
R4.IES;. nP_N NG ~ ~ * ~ ~
6 E I t. A MINIMUM OF 24" FROM tlUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH ;,QURSES
MUST BE ALLOWED FDR COMPACTICN OF FILL MATERIAL. BACKFILIJNG OF - - 1
TRENCHES SHALL BE ACCOMPLISHED iMMEDIATGLY AFTER 1HE PIPE IS LAID. ~ ,-cnRBE~ 6RiGK ~ MI THE FILL AROUND 1HE PIPE SHALL BE PLACED IN LAYERS NOT TO E><CEED ~ Mbk ~ ? 8" (TYP; SECTI , (~-R
UNDER NO gRGUM5TANCES SHALL WATER BE PERMITTED TO RISE IN ~En CO~JRSE fOP, NU~eS: B~~ (i°N~ S°
.T..-, f UNBAGKFILLEb TRENCHES AFTER THE PIPE WAS BEEN PLACED. COMPACTION S COU2ScS REgUIREMENTS SHALL BE ATTAINED 9Y THE USE OF MECHANICAL 7AMP5 1. E'THwR SOh~G' ~9RIC~t, 50LI~D BLOCIf, OR ~~~~~~~~0~~~~ E C,,~
ONLY. EACH AND EVERY LAYER DF BACKFlLL SHALL BE PLACED LOOSE AND PRECAST CONRETE t+4Av ?E U5'D, ~ T 4 THOROUGHLY C~PACTED INTO PLACE, 2. PRECAST CGNCRETE Vti'ALLS SHAL[. D: E 8AR5 °v~° ~-Y~" t~"-~ f°~---~-~~_~"-~-~-~ ~
LND ELEVATON ~ J SIDE ELEVATION Id-M Tr,ICK hd,hMUN~. 'd~H k~ 30" TOE 36" PI%E =S USED WH~LR ~"I'E S U;;ED E(~UALL.Y SPACED (TYP~
2. ALL BACKFTLL MATERIAL SHALL WAVE AN IN PLACE COMPACTED DENSITY OF 3, kLL CQNCRETE S~IALL SE 3000 P,S.(. AT LEAST 9fiX OF T}IE STANDARD PROCTOR MAi(IMUM DENSITY. -r,ROLT IN'd•=RT-. h, FOR 2~" ?IPE AND :FlRGER US:. ?IPE CIA, ~ PLAN ~"j
- r VARikEL[ ' ' PLUS 12" AS INSDF D1MFhSON.a, CURB &UTTER WITH C'.ATCH 6ASIN GN STEEP GRADES 1
3. THE FINAL 24" OF BA(~tFILL MATERIAL SHALT BE COMPACTED Ttl 1DD96 DF _ THE STANDARD PROCTOR MA)QMUM DENSITY. ` ~M
1s U h~ "y ~T'~'~ ~ ~-~'-p'-`-~--~ „"y ~ w
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANOAf~S. ` ~w
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL ~I I'iNE ~ A ~ ~ e ~ tlR ~OftE t~SE ON GTGEP GRA47E5 ~ ~ cv ~ cn v, 2 ~a
MATERIAL ~ a ~ 4 E B ~ B _ R R ~ F 8 C~ ~ ~~M
1 10" M,4X C3 ~
.'n r . n n d A d. ~ ~i ~ NORMAL. C.•."7 ~ ~ ~
P E" hAIIV ~ ~ ~ ~ GUTTER LINE ~
~ ® QEPRE55ED ~ x . .
o ~ ? ~ (TY?) pLAN „ r GUTTER LINE ~ ~ Z
t~ `~''Q 35 Mitt----=~*~ 4
i 9 y ' f ~ ~ ~ ~,FVATI~N ~i ~ ~ © x
~,i~ I ~ ~ " ~ ~ r F 1'~R FLDVJ LINE 1. ~ ACE O OU -OUTSIDE DIAMETER ~ a Y Y ~ ~ ! PLAN OF TQP STAB Cllft~ ~ GUTTER ON ~TO~EP GRAD~'~. ~ ~ ~ ~
i ~ S~, B° A '
T DIMENSIONS AND pUANTITIES FOR BRICk CATCH BASKS ~ W W
~ GROUT d DIMEN~ONB FOR BOX AND PIPE COVER REINFORCING CU8I0 YARDS CF BRICK DEpUCiIONS f'OR ~
~ 2' t t 1~ ! 'Q n - ~ PIPE SPAN `N1DTW WIDTH BRAN HEIGHT HEIGHT DIMENSIONS g RS "U° 9AA5 "V" BARS "y~" CONCRETE IN QOK H1 ONE PIPE ~ ~ TOTrtiL
VARIES a P, ~ ~a; x X19 A (15" MIN} D A B C G MIN Hl H2 E F NO IENDTH NO LENGTH NO LENGTH L8S ~B LOORTOTAL YDS PEHtFT ~ RC
m ° B P'_AN VI~4t T 24 ~ 24" ~ b 35" MAN < , 6° O TLE7 p 15` 3`-0° 2'-2° 2'-5" 4.321 D.D3D8 0.647~""".,~
a 9 ~TYP'~ Ig• a'-11Y' ADCVE D,Qd42 O.GSS 24° 3'_d• MIN H1 D,D794 (1113
PIPE SHALL f3E PLACED _ Q ~ U 6,. 34" 3'-4° 3'-2" w 1'-tf]° 4'-4° 4 1'--8" 3 4"-1" 3 ~'--1" 4'-1" d5 Q.1a24 0.174 a " ~i " ii . it " r "
ON SUITABLE MATEfRIAL ~ ~ ~ ~'`I'IUN Y-" 1 VOTES: ~ 36 3-10 3'-8 2'-4" 4'-4 4 a-0 4 4'-1" 3 4'-1 4-t 49 0.1764 {1,230 .}2' 4'-5" 4'-4' 2'-1" 3`-8" d 1'-9° 3 3'-3" 3 3-3' 3'-3" 38 0.3231 M2 0.2dOD 0,323
cReuT A T 1, JuRftk JO.NTS S'inLL B. 1~2,,11CK. ! ~ ~ ~ 4$" ~'-0" 4'-1D" a 2'-B" .3'-G" 4 2'-fi° 4 .3'-3" 3 3'-~° ~3'-3" +4 0.3131 0,466 'Ji
2. ALL CONGRL E ,~~ALL BE 30D0 P..,, ~ o B., 3. BASE SLABS SHALL 8E r4RMED PRIOR TO PLACING a~ CONCRETE. ~ ° 54" 3'-0° 2'_Z• ry'_7" '_4" ~ 3'-3°~ 3'_g" 4 3'-0 6 3'-3' 3 3'-3° 3'-3" 48 D.3958 0,586
I , ' . 4. ;1~a~YP'c "A" L~~tATE A~'. SAG PGIN1S, GIHEI?Y~95E USE 11`='E 'B" OR °C~ f~
c - ~ ~ ° ~ ~ 4° ; ~ OR THc APcRGPRiA .wOUl ClRECTIOti, J
ti REVISIONS RE SO S 5, ,VASON'RY UNITS MAY f3E JJMf3O 3RICK, CONCRETE 3RICK OR SOLID RE 51ONS 2, Town Certification. This design has been reviewed by the Engineer for the Town of
1T DESCRIPTION DATE DESCRIPTION CDNORETc BLOC!(. DATE DESCRIPTION D E - 5. ALL WALLS GREATER 1NAN o' IN UEPTH SHALL 8E CONSTRUCTED 1~ THICK Knightdale, and to the best of my knowledge and belief, it conforms to the requirements
P ,LAN VIEtiy { 1 of 2 established in the Standard Specifications of the Town of Knightdale,
I, DATE. 06/25{08
STD, NO. STD. NO. STD. NO, ! a 'C 1W ' ( G T ~ TOt~'~ ~7~' ~I~I~HTD.~~LE? STf'~1'~~C).1RD [)RC1~ (~'NLE;T J ~ ~ Jl° Jtfvl l~ CJt1L~I~ ~ ; N 1Lf~T B ; i ~ ~~-x.- Date: ~rr~ l~
T~~~~~ ~~r I~~ItlxTra,~~.r TREN~.H r~. ~ sT.~, (I,~RD Cl R~ l~ tVITH CSR-1TI..A'~~ FR:1Iv~1E S,{l,~ fiT,hIti17~1R1) DFT;'til.5 a.C1.S Tawn Engineer DRAWN: RWB
ST,~NI)~RDI)CT,IILS ST(7R~1~~~~IINPII'F;~ S.C~~ I ST.~~IND,~1RDIaET:'11LS
These plans are approved by the Town of Knightdale and serve as construction plans for this SHEET:
prof ect.
By. CA~ Date; Co 7 4o
*Adinistrator
- - -

i ~ O p
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS REACTION BEARING AREAS FDR HORIZONTAL WATER PIPE BED aTER PIPE BENDS ~ ° o
BASED DN TEST PRESSURE DF 200 P,S,I. BASED DN TEST PRESSURE ~ 200 P,S,I. ATE/TAPPING VALVE ~s mvpl to sou~KE vEEa, ~ mum ~'I' N~RAUr. FD9ISHED GRADE Q ~ ~ As RE9UA~D~
~a
a ~ ~ q v ay y 4~ Ly t~~•` a
. J . ' o- v4` ~,r h ~ 1 ~4 q ~ y tfi y 4 ~4 ~C ~ i q .Q . o ~ Rc V ~ !iw +r 4( Q2R , ~ q4' ~ a a 4x C~ ~ k `~k ~k y l~ ~ ~ , ;,t: 1 •f V1 to
,p o h ~ of q ~''R~ W i R+' " v cs' 4 ~n ~ v \ v J iv h a ~ ~o caNC~r ° ~ .r'~vs:a%~-i : •:~t w w
. •Q• , ~ do h v C3' ~ , ~ hh q h a ~ q' V~ v 0° 4' o o h ,g ~ 0 ti 9DEWaLK ~ 2<-6. '•r:'=~ ''~V ~ f.,i •3-i!` UNDISTURBED SOIL ~ ~
~ 4 b ti ti q b ti ~ ti tNJI(CAEtE ci1Aa ~ • f110V; 0 0 ANO IXiTTER ~ ; • r ~ •r,' U U t7F AP~+a~cASar} 't,;.:•;:.•:'j:.:: w w 0
•a, 6 BACKFILL • 2 ~ U
• it 1/A 1,108 1 1 1 1 1 1 2 1 11 1l4° 17,734 5 9 11 3 3 5 18 2 TOP VIEW 4 36 4
a ~ 221/ 2,207 1 2 2 1 1 1 3 1 221/ 3S,3DS 9 18 22 S S 36 4 r.;,~;r......;r„ y rf.R,,., r.r r ~ ',~,;r'•~<•.'i%: 't•• ~ `x~'", 0 70 7 ~ 7CU.FT. ~ &tE 't;:,':•;~'•r ~ C7 C7 H
w 45° 4,328 2 3 3 1 1 2 S 1 45° 69 252 18 35 42 9 9 18 7D 7 ~ 90° 7,996 2 4 5 1 1 2 B 1 90° 127,936 32 64. 77 16 ib 32 l2B 13 1EB 13 r4" OntE vAkvE Cast rR~u a'^s" s~ O oL :•;r.; ~ ~ ~ ~
; ~ PSI SiB.ID CONCRETE PLUG 5,655 2 3 4 1 1 2 6 1 PLUG 90 7E 23 46 S5 12 12 23 91 10 91 10 a?EN vALVE 6HN t ~i~; tY ~ ~ ~
" ~ ~ SHALL BE USED AS FOOTING FDR g" 3O'
~ ~ DUCTILE IRON PIPE, ii 1/4° 1,970 i 1 2 1 1 1 2 1 ll i/4° 27,709 7 14 17 4 4 7 2 3 E 3 ,;.5 9l tKr f" c;~t',g' ~ 111{ `w, °.!9>,';~ H H
1 1 4 1 22 1/c 55163 14 28 34 7 7 14 56 6 ~ ~ VALVE 22 i/ 3,922 1 2 3 1 , 56 6 s" Maa, fi.LP, BRA4X:M PIPE , 4• ' X ~ t~ 0 0 w 109 11 - ~ ~ I •';rk`r' E`i H ~i
FLANGE 4~' 7,694 2 4 5 1 1 2 8 3 45° 108 06 28 S5 bS 14 14 28 109 11 ,J, FITTING qp° 14 215 4 8 9 2 2 4 15 2 90° 199 940 50 100 120 25 2S SD 200 20 200 EO ° • r r ' r, I " • W W
a, v., . PLUG 10A53 3 S 6 2 2 3 SO 1 PLUG 14!,372 36 7i 85 1B 1B 36 142 15 y fig A„ I42 15 tx r` O£~d gi~+ 16AY~ 6' pF #67 STgNE~ MINIMl81 SIDE
e,_ _ 4 6' .'I . ~ ~ .a p•• ~i d,a SEE ~ s£ ~ ~r~ . acs caac~~ sEttNG WHEN RgCK 16' ,D• pF PIP 6' CLEARANCE
I r-~/i~ d.M~..7 0 ; . ; . • •q '•v 11 1/4 4,433 2 3 3 1 1 2 5 1 11 1/4 39,901 10 2D 24 5 5 30 4D 4 ` r.~/. . a.. ° Q a0 4 1 r~v~t~t't~ t'-3"xY'M3"xa" ttv~! pR WATER IS
F'= v' , • •d; 22 i/~ 8,826 3 5 6 2 2 3 9 1 22 i/c~ 79,439 20 4D 46 10 10 20 3D 8 ,,,,F/ A . ~ • v 30 B 1 ~.t,~y ENCpUNTERED ~-caNtH taus,
a ~ ' A• ti A . • . 45° 17,312 S 9 ll 3 3 5 18 2 45° 155 816 39 78 94 20 EI1 39 156 16 ' • 'd:••~•~4 ° 90° 144 172 36 36 72 28B 29 156 16 BE~+RED AT ALS, `H?'s EBB 29 © ~ N r~
r. ~ v. • r 9D 31,983 B 16 19 4 4 B 32 4 87 8 72 - A~Yyi,-•j~~ ~o~: PLUG 22,619 6 12 14 3 3 6 23 3 PLUG 2p357 S1 102 122 26 26 51 204 21 Eoa Ei s~ai.l. sE EqU Yata ~ €zl a-tf~` NoZl6ES QVADtDfAL NOTES
f•~': 5 STANQARO SlOENIALK TAPPING SLEEV I6' 413' F,~/ 3' MIN StANC~ tiDiEADS ANO {il 5" sY~z PV?~Ea 1. Trenches requlrinp shorMp and brnclnp, dinenslons shall be
f ° 11 1/4 70,935 1B 36 43 9 9 IB 71 8 r MASC li 1/4 7,881 2 4 5 1 1 2 B 1 71 8 ~ 2 ~YO?zAxTg swAU. EE LOCATED t' ~ taken fron the Insble face of the shoring and bracing.
PROPOSEN HYDRANT ` SIDE VIEW 1 221/c~ 15,691 4 8 10 2 2 4 16 2 221/ 141,21E 36 71 8S 18 IB 36 142 15 ``w< I lag 15 tN5XSE tt~E RJ'S PUUPER P ,
45° 30,779 8 16 !9 4 4 8 31 4 45° 277,007 70 139 166 3S 3S 70 277 28 . NDTES~ 277 2B NDT~aE ppgN4 ~ st~Ex E, No racks or boulders a' or ~„~,j larger to be used In backfilL S12 52 3• All backfil! roaterlal shall be
9D° 56,861 15 29 35 8 B 15 57 6 90° 511,742 128 256 320 64 b4 12B 512 52 L CONCRETE SHALL NOT CONTACT ~ PLUG 40,213 10 21 25 5 5 10 41 S PLUG 361,911 91 181 217 46 46 91 362 37 362 37 REV~HS ~ suitable native naterinL
_ _ BOLTS OR ENDS OF MECHANIC JOINT FITTINGS. CITY OF RALEIGH aEecTloN ~ws ++ac d ?EEt CITY OF RALEIGH ~ ~s ~ ~ mum FEET CITY OF RALEIGH RALEIGH DA 4. Backfgl shall be tonged In 6' CITY OF RALEIGH
DEPARTMENT DF PUBLIC UTILITIES TllF~t gpE A7 MI ANGLE i1?' 91P tO 711E iNiUBY DEPARTMENT DF PUBLIC UTILITIES 1RENd1 SD1E At 6N Ni6LE DY 90~ t0 iNE TIIGRY 1-D9 REt~~Yt NYt~fAA}T a„DCAfiON lifts, PUBLIC U ILITIES 5, Achieve 95IG conpactbn in DEPARTMENT OF PUBLIC UTiLiT1ES Fs1
~ 4 MA1f 2. SEE STANDARD REACTION BLOCK w ~ ~ ~ e PuNE ~ ~ DEPARTMENT OF PUBLIC U ILITIES 25 TABLES, W-10 AND W-ti FDR ~ AREA OF CONCRETE REQUIRED. 4' - 24" STANDARD TAPPING THRUST BLOCKING DESIGN ~,,~,,,,,,,c,~ wfDBANT: ~ THRUST BLOCKING DESIGN EKING DESIGN sm. backflU, TRENCH I~TTOM DIMENSIGNS a BACKFD.UNG r
IRE 6' - 9N LEND VAWE Cpt NYGRANIB F<F ~ ~'ETM vACTar. QUANTITY TABLE sA?'cTr Fi1CT0a QUANTITY TABLE SLEEVE AND VALVE ASSEMBLY ABLE ~~~~Ft~14ICiFITDALE STA~11)ABI7IiY13IIANTIAIS'fALLATI0S4 REpuIREMENTS fpR DUCTYL£ IRON /~p~1 S`rAIVUARD T)~'AIlS ~ 5.D? I"`I EVISIpNB DATE R V] IONS
REV DAT V i S DATE S W_~ 3-1-97 RRH 3- -00 - - A B -15- ~ n
W-14 n,W.C, - W~10 ,w. , W-II ,c, , _ APPAOYED ON vALVE S00c
NOTES E'M E'x 6 CdiCRETE
REVk51pNS PAD REDUD4E6 CN ALL VALVE& PLE DDD NUMBERED ADDRESS NO PRECAST tarsDEtE mur~ut ALLDVEa
GATE DESCRIP714N BRASS NIPPLE C 3/4 OR 1 x 3tTYPICAL> ' x 3'(TYPICAL> •
1/4" 1/4' BRASS PLUG 3601 3605 n. e'•, ~ .o h-~ IG SEE STANDARD W-IB •6 ; • ` ~ P' M-W M-^M
STD. N0. FOR COVER DETAILS. a 301 30E 303 d ~ ',4 ~ ~""""f
w. TCa1~'I'>a ('3~l' KI~ICrEi'T~:`1~LE 5'1t1;~a~1)r~lLl) }f1'I)I~,~N'I' L~J(;:'1~C'I~n~ , PLE C D 2Di 202 E03 G ~ ~ ~ a
5T\~'C):~R3 DET:IILS ~;.o.? ~ BRASS ~IIPPLe F'x !2
I NaTE~ A $ 101 10E 103 ~ ~ STANDARD VALVE BpX
TAPS MADE ON EXISTING I TDP DF GROUND ,w`, BE MADE USING A TAPPINI ADE ON EXISTING PVC SHALL TqP 5ECTiQN TO BE ~-----2'--^'~ DOMESTiG E USING A TAPPING SADDLE, ~ LBS. HEAVY WEIGHT CASTING
C TAPS NAIL pN DUCT1lE D •i. ~ EITHER DIRECT OR WITH 1 AID ON DUCTILE IRON CAN BE PAVEMENT ~ DIRECT OR WITH A TAPPING
THRUST COLLAR •"Q• (`~~d~ 2X2X12' THICK 201IE' SADDLE, a . ~ ~ SPREAD FOOTER i/2
SEE W-10 THRU W-11. THEN ADD STREET OR PARKING LqT EIX;iE 'i'.~:+ VALVE HDX _ '`•'~';~x COVER
BACKFILL SECTION C-C
MECHANICAL TYP, /4' THREADED ~ BRASS~NIPPLE JOINT 3 NOTES' F x 6 CTYPICAL> PLE ~ IRRIGATIOIt Q 'PICAL> WATER MAIN METER VALVE h~
RETAINER TEEL RODS CURB STOP S11E 'F" BOX L,n/ ~ Ihli A VALVE BOX USE 5' SOIL PIPE
GLAND STRAP STRAP ~ 1, COVER WEIGHTS 13 LBS 5X INSTALLED IN A VALVE BOX DUWN DUWN 2. LIDS TD BE COA7ED WITH WATER ~ FOR EXTENSIONS '
BITUMINOUS COAL TAR COATING ~ ;`a~ 3, HOLE SHALL BE FITTED WITH A TAMPED ~
CONCRETE THRUST BLOCK METAL GROMMET SERVICE PINE TYPE INEINE T~ MAIN BACKFILL: ' 'ER IRRIGATIIBd
o ~'ti SDF COP ER AT ALL 45 BENDS •4Q,~~.. , ~ , CORPORATION CDC METER ON COC
~ . i.'0 ; y,: SEE W-Id AND W-1L •d.'~ ! , , ~ ' A , • A • • . • ' • . ,p : D • BRASS NIPPLEtMALLEABLE) PLEtMALLEABLE)
~ • 5' MIN, ' • ' ~ • Y " ' • ' 5' MIN, 1,B' PIS-DR LIED HOLE 7/8 •F`x 6`tTYpICAL> A H C PICAL> 101 102 ; ALV ~ ``,~tttltuutri~r~~~ :7
ADD MECHANICAL JOINT RETAINER GLANDS B ~ ? " 1/4' BRASS iEEtMALLEABLE> ~ TWRDUGHOUT ASSEMBLY. 3/4' DR 1• x "F'x 'F'tTYPIC :tMALLEABLE> D E F WATER II/ ''r
~ ~ A SIDE 'F'tI,DJ NUMBER D ' x 'F'x 'F'tTYPICAL) 103 104 0 0 ~ ~ ~ ~ ~ ~i `(I.DJ NUMBER METERED G MRIN ~ ~ H I STAB-IN C,I, IIR • , ~ : b~ ~
Rt]Tl REQUIREMENTS WA ER sEavlcE TAP slz sEVlces AP SIZ SEVICES ALLOWED A•l, PIPE GASKET BACKFIL-~'"~•~.'.''.~~,'~:•'~`:..; ~ --t~ ~i~ to="
~ " ~ ~ FROM MAD~U / ' ~ ~ ~ SIZE OF 45 BEND STATIC THRUST IN POUNDS NO. OF RODS REQUIRED 2' 9-16 9-16 5-B ~6~0 3604 =CJ to w rv~' ~
~ 75 m ro ~ ~ ~ M ER 1 v2' -B -B 4 NDTES~ EVEN NUMBERED ADDRESS s vr-s sre' ~v~vE DDZ Not m CONTACT PATER ~ ~ a a 2
Z ~ 6" 4,328 2 1 ~ 4 3/a 2 ' 2 N/A I. EVEN NUMBERED UNITS' METERS ~ ~ t~tRAF~C CASTDtUS MUST HE CLASS ~ftY a4d 1}
~ ~ 8" 7,694 4 ~ ,-q ~ ~ 1 ` 17,312 4 i9 1/4' SHALL BE SET TO BE REAR 3) Fat ANY vALYES OVER 1a DEEP, A 0
o+-~ d 16' 3D,779 8 SECTION B-$ SEE DETAIL FDR STANDAR TAIL FOR STANDARD RIGHT TO LEFT (WNEN FACING BUILDING) VALVE S1EPI EXTENSION MIST HE USED TD 'i + o~' 2. ODD NUMBERED UNITS' METERS STANDARD VALVE BOX ~ ~ V'Y~VE ~ Y~E1f ~ r,//~~~17 f I i I I 1 { I SERVICE INSTALLATION SHALL BE SET Tp BE READ
o m ~ ? 24" 69 252 $ WATER SERVICE INSTALLA ~ ~ , W-23 LEFT Tp RIGHT (WHEN FACING BUILDING) BI)TTOM SECTION
~ ~ C ,~D CITY OF RALEIGH CITY OF RALEIGH 3, IF IRRIGATION METER IS INCLUDED, CITY OF RALEIGH CITY qF RALEIGH CITY OF RALEIGH IT SHALL ~ THE LAST
< ~ ~ DEPARTMENT DF PUBLIC U1 H ~ ~ DEPARTMENT DF PUBLIC UTILITIES LENT OF PUBLIC UT]LITIES METER IN NUMBERING SE9UENCE• DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT pF PUBLIC UTILITIES '
C7 ~ G1 17 5/8' a. UNIT 'Y' (FOR YARD GANG METER ADDRESSING VALVE BDX INSTALLATION GANG METER ASSEMBLY METER> SHALL BE USED MULTI-STORY BUILDING s T/0•-e'
~ ~ ~ ~ GENERAL NDTES~ 1~'~ TYp, WATER METER BOX DETAIL TANDARD GANG METER v, F" ~ 6 TO INDICATE IRRIGATI[>rl AND EXTENSION DETAIL
1, STEEL RODS AND BOLTS SHALL BE 3/4' WDT DIPPED GALVANIZED, ECTION A-A V DAT RE SIDNS DATE VISION DATE VISIONS D T METER, V N DATE R VLSI NS DATE Io u+•-n• REVISIONS DATE REVISI NS DATE E^31-91 W-2B A - - 4 3-31-~ Y. ,A. - 1- RRH - 1-00
~ N E SHALL NOT CONTACT BOLTS DR ENDS DF MECHANICAL JOINT BENDS, W-25 3-1-87 - 1-p W_P6 ~ ~ 2. CD CRET 1-1 - W-17 .C. 9-7- - -
~ y ~ ~ 3. RESTRAINED MECHANICAL GLANDS TD BE USED AT ALL FITTINGS.
~ 4, MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY, X Q (~II II) .ICI ~~.~I~~)
STANDARD METER BUX ODD NUMBERED ADDRESS ER BD R II I ~ ~ D I I III ~ THRUST BLOCKING
SEE DETAIL W-22 k~ 3601 3605 TDP OF VALVE NEEDS TO FOR METER BOX R d, •r, •!'e~•~' a'4'o• ,r ,b
BE i2' BENEATH TDP OF O ' 301 ~2 303 ~ ~ Q
METER $DX LID. TDP OF VALVE NEEDS ' 45° BEND : A ~ ~
ROADWAY ri.. ~ C D 201 2D2 203 TD BE 12' BENEATH TOP
' p B OF METER BOX LID, SIDEWALK DUAL CHECK VALVE 101 102 103 _ BACKFLOW PRE- ~
'A' r ~A~ TEE INTERSECTION ~ W
LOCKABLE VALV S/8' METER VENTIDN DEVICE ~ £ n~~o~ o ~
rom ~ 3" #67 STON ~ a ~ ~ ~ ro ~ •P
4 1 LUG LOCK STREET OR PARKII~i LOT EDGE D #67 S1DNE tU a o ~ ~ ~ t,~~(1 ~ U ~
BACKFILL, TAMPED IN ~~~I~I ~ ( I I~~ a~Cy/~~ 1~d1 W ..4..
~ L IRRiGATIO<J STANDARD 3/4' ~ < m w w ~ ~ WATER MAIN r~rER ' ~ Z G THRUST BLOCK ~ ~ Q ~ Z N y AREA '.a
~ ~ DR 1
N ~ SERVICE SIZE d W ? / c, ~ STANDARD 3/4' OR y b a ( •:;~,•V' I ~ W ~ ~ ~
~ 4S° - $ ~ ~ ~l1~1 m t ~ i'SERVICE SIZE ~ A a..P°:' ,q; ~ W
~ a~-a ~ ~ h SET BDX DN e ~ ~ ~ k' d ~a' I I ~ ~ F•'
~ ~ e~ DNCRETE BRICK UNDER NDISTURBED SOIL CRIMP WATER IRRIGATION I CONCRETE BLOCKS ; a ~ ~ Q ~ a ~ ~
~ METER ~ ~ ? ~ ~ r1 SERVICE AT ~ ~ •p MAIN CORPORATION COCK FDR SUPPORT I I •n ~ THE BACKFLOW PREVENTER LOCATION IS ~ ~
~ ~ ~ PROPERTY LINE ~ ~ ~ DEPENDENT DH THE TYPE DEVICE ~ ~ ~ L CDNCAETE SHALL HE 3800 PSI ,'i~ D'• 's•I h--~4
~ ~ NDTE51 CORPORATION COCK S/8'x 12" COPPER SETTER A B C ~ ~ ~ ~ ~ ca a PROPOSED FOR USE AS FDLLDWSs ~ ~ t) METER YOKE 101 102 a +c W m t' r r r 2, CONCRETE SNAIL NDT CdiTAC1 ° .o: d: J? ~ , ~ ' ° p, o ~ m t2) 45 BENDS FDR • F°~'i BOLTS OR ENDS DF IAI. n _
~ ~ ~ 1, WATER METER AS MANUFACTURED BY SENSUS, 7(1 SET BOX ON CONCRETE BLOCKS D E F ~ ~ ci LOCATION DEVICE ~c c x 90° ANGLE r~i t7 ~ Gl .ADNT FITTDIGS, • • • .4. `.I .i ; h~~ ,,,~,,~1(',J ~ W ~ TRENCHES SNaLL caNFaRM rD
I ~ ? DR SCHLUMBERGER• 103 104 y y M A FORD ANGLE CHECK y ~ ~ STANDARD DETA0. Y-3,
a ~ ~ ° G H I ` a (VHW-71-12W FDR 3/4'> ~ t7 ro 2, DIRECT TAP ALLOWED DN MAINS NO LARGER ~ ~ "",i ~ ~ ASLES WANDARD TtMgMI FOR AREA ~ OF CONCRETE REOUIREa
~ tVHH-74-12W FDR 1'> ~ ~ ~ THAN 16'. 3/4` OR 1' TYPE 'K' > ~ y NoiE~ <s-r~~~ 5, ALI BENDS NrD INTER~CTIaS
~ ~ n 3, METER BDX TO BE LOCATED IN R/W ADJACENT TD PROPERTY SOFT COPPER PIPE, 3600 3604 ~ ~ r' MAY NEED AADITIOtW. BACKFLOW PREVENTION cs ~ N NUMBERED ADDRESS v~ ~ V CES F US A 7 aES1 1 W ~ ~ SHALL NAVE Ca1CRETE THRUST ~ BIOCKDKf, I
~ a ~ ~ LINE, OR IN APPROVED EASEMENT ADJACENT TD R/W, ND JOINTS OR COUPLING., NOTES EVE o ~ ~ ~ PIPE NO JOINTS DR COUPLINGS, .a n
~ ~ Q° ~ 4, WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE 1, EVEN NUMBERED UNITS METERS r" ~ ~ USED TO ADJUST TD PROPER GRADE, SHALL BE SET TD BE READ
f" a RIGW7 7O LEFT IWHEN (ACING BUILDING) 2, Town Certification, This design has been reviewed by the Engineer far the Town of
~ ~ 9. FOR STANDARD METER BDX SEE W-22 2. ODD DOJMBERED UNITS' METERS ~ SHALL BE SET TO BE READ Knightdale, and to the best of my knowledge and belief, it conforms to the requirements
~ ? 6. ADDITIONAL BACKFLOW PREVENTION DEVICE MAY BE LEfT TO RIGHT (WHEN FACING BUILDING) established in the Standard Specifications of the Town of Knightdale.
Z REQUIRED IF USED DN MORE THAN TWO RESIDENTIAL UNITS. 3• IF TRRIGATIDN METER 1S INCLUDED, CITY OF RALEIGH IT SHALL ~ THE LAST DEPARTMENT OF PUBLIC UTILITIES DATE: 06I25J08
METER IN NUMBERING SEQUENCE. By: %~,i% Date: ~ xs{. ~ l'O
A. UNIT 'Y' tFDR YARD GANG METER ADDRESSING INTER) SMALL BE USED MULTI-STORY BUILDING Town Engineer DRAWN: RWB
rn Tunrrarc iraalrarrnN
METER, IDWE RE ISIONS ATE IREVISIONS ATE__]
W_~~ A 6- - RRH 3-31-fH1 These plans are approved by the Town of Knightdale and serve as construction plans for this SHEET:
project4ZmLstrator A I.
By: Date: Co7*3
- - - - - - -

W oo rn
~ 9 Q
MANHOLE FRAME AND COVER p
MEW MANHGLES USE AN APPROVER BITUMINQUS ~ MAI BASE 5EALANT THAT SHALL BE APPLIED '1'A PVC TD D.I. PIPE
sEE C•ILR" sTANDARD s-zs THE TDP GF rME coNE secrmN To PROVIDE AAAPTER -USE 'FERNCO COVER 120 LBS. MINIMUM
FDR MANMRB.E FRAME AND COVER A WATER 'TIGHT sEAL. COUPLING 445-4DI' DR
APPROVED EQUAL TD SEAL. qq u
1 1 ~ ~
q .Q 0 W •T? ~
p;m• A:a ,'b 45 PVC SADDLE
PIpE CROWN s• fir, " Q 1 ~ ~ NEW ASPHALT SURFACE COURSE ~ ~ f' EXISTING PAVEMENT 2° MINIMUM EXISTING PAVEMENT o 0
1 fjti
, ~ ° MAX '0 ~ : na a, 4 ° "e ' 0 Q •o e ~ ~ ~ p
a ECCENTRIC M.H. CANE MAY FLD 1l 'A' 'a,o'. BE USED DN D' r 30' AND 1 (!1 F F 1
1 ~e I2' SEWER MAINS" ~ ~ ~ EXISTING ' • 0 ~ ~ ~ ~ ~ w
. ~ STAINLESS 5' P MANHOLE CiBlE ANA BARREL STEEL y~ ~ SUBGRADE ~ ~ ~
SECtIONS SHALL BE AS PER sCWC-`' ~V~ UNDISTURBED 5©IL ~ Q
' . AsrM, sraNUARDS CLAMPS ~o'~ ~ ~ . ' z ~ Q f ~ COMPACTED FILL ~r ~
:y; A p~C~ ~ IN 6' LIFTS ~ 0
REQUIRED ~ 's: F4 PIPE-------- w w
BACKFILL UNDER PVC SADDLE, a:-0 ~ ~ . 'D` RING SEAL OQQQQQQ QOOQQQO va. ~ ADAPTOR, AND CAST IRON BEND w a
~ OR RAM-NECK WITM#67 STONE AS SHOWN DN . 4, ~ ~ - A Q
4 a q s SIDE ~ 3/4" REFER ra 5-4
,•d PLAN ELEVATION • o p i;. RUBBER BOOT NOTES ~ S_S
4y. , •fa , LATERAL INVERT SHALL NOT 25 f/16' 1, The pnvenent cut shalt be defined by a straight edge Q ~
~;;''a " ~ LOWER THAN MAIN SPR]NG- SLIP RESISTANT CLEAT •••d'~',~;.,tl• ~~'`"""LINE• MANHOLE NEEDS Ttl BE --------23 11/i6"~~ and cut with an approved sawcut nachtne. ~
~I, ~ • •p, ~ : e'er p . ABOVf I00 YEAR FLOpD PLAIN • . e , v , , • • + ' q • ~ ~ " OR SEALED AND VENT TO BE 1' 2. The trench subgrade rooterlal shad be backfitied with suitnbte r~aterint and conpacted to a density
•Q,• ,a, .•A 6 ABOVE 100 YEAR FLADD PLAIN. q' , d , q . D' : ! • . WHEN MANHpI.E TOPS ARE IN , BUTYL-NEK DR :K OR of at least 95X of that obtained by conpacting a
EXCESS OF 3 ABOVE GRADE, PIPE CROWN APPROVED D ~ ~ / ~ saw+ple of the Mater(nl In accordar~e with AASNTD 22' T-99 as nadlfiad by I~DDT,
~ P~RAVinEEDS•~ s~ sTRn 45a 45a SEALANT SECTIDN A-A ~ S-P8 FOR STEP DETAIL" IN BETWEEN FRAME FRAME 3. The final 1' of fill shall consist of AHC
NON TRAFFIC AREAS, TOP OF 12 AND COVER FRAME AND COVER SHALL DE SADDLE ER rraterlat canpacted to a density equal to 100Y. of that obtained by canpactk+g a sarvple of the h~
INSTALLED A MIN. DF I' ABOVE FINISHED GROUND SLRF'ACE.
ELEVATION . • • . ; • SEE SEWER DESIGN SECTION PIPE SPRINGLINE ~•-^--------~---85 15/lb` Material In accordance with AASHTO T-80 ns roocVfied by NCIIDT,
.p. •r, 1u 1 d 33 1/4" 4, The entire thickness and vertkal edge of cut ~ 1 shnU be tacked, ~
A A MIM 9' COMPACTED M67 STONE NOTES: S/8'X3' LAGSHIELD IN WALE 5, The sane depth of pavement nnterial which exists
BASE TG BE INSTALLEn #3 OR #4 REBAR UNDER NEW MAMOiDLE, DRILLED INTO CONE OR shall be reinstalled, but In no cnse shnl!
i) ALL MANHOLE FRAMES SE • e IN NAN-TRAFFIC AREAS, TIP tIF BE DIIMESTICALLY CAST MOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO the nsphalt be less than thick. ~ n ESTICALLY CAST DESIGN DEPTH, AND S/8'X3' 6, The asphalt pavenent material shall be Installed ~T~
• FRAME AND COVER SHALL ~ CORROSION RESISTANT MATERIAL 2) FRAME SMALL BE A MIN] SMALL BE A MINIMUM h~IT DIPPED GALVANIZED and conpacted thoroughly with a snooth drun ratter r/~ ~ Mai
Y~; INSTALLED A MIN, nF r A>KiVE RUBBER, PLASTIC WEIGHT OF iB2 LBS, W] FINISHED GINIUNB SURFACE" PUBLIC RDW AND 160 Ll aF 1B2 LBS, WITHIN LAG BOLT AND WASHER. to achieve a snooth level patch, 1 RpW AND 160 LBS, 7. Refer to City of Raleigh standards for
4 • , , ; D WITHIN EASEMENTS" EASEMENTS' CITY OF RALEIGH trenches and pipe bedding (S-4 6 S-5> ~
••p • •'g' SADDLE INSTALLATION LIMIT CITY DF RALEIGH CITY DF RALEIGH ••r CITY OF RALEIGH 3) COVER SMALL WEIGH A • . ,4 • . ~ DEPARTMENT DF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES MIN" DF 120 LBS• SHALL WEIGH A for additional details, CITY OF RALEIGH 120 LBS, DEPARTMENT OF PUBLIC UTILITIES 8, No hand patching allowed, DEPARTMENT aF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES LATERAL SADDLE INSTALLATION _ 4) ALL MANHOLE FRAMES O~ VHpLE FRAMES pUTSIDE 9, Pavenent cuts within NGDDT RAW E o THE cn ~sHALL ~ STANDARD MANHOLE COVER shall corrfnrM to the approved STANDARD ASPHALT
SECTION A A STANDARD SLIP RESISTANT DF PAVED SURFACES Si STANDARD PRECAST SANITARY DETAIL FDR PVC PIPE BOLTED TD THE CONE on site encroachnent pernl#.
MANHOLE STEP DETAIL SECTION DR RING WITM SEWER MANHOLE DWG, REVISIONS DATE REVISIONS DATE V pR RING WITH A PAVEMENT PATCH DETAIL ~ 1 pF 4 BOLTS PER W EVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE
WG, O. REVISIONS E REVISIONS DATE MINIMUM DF 4 BOLTS Pl D G "REVISIONS DATE REVISIONS DATE _8 3"1`97 RRM 3-30-0 FRAME, 3-1-87 3-1-87 A,B,B, 2-9-05 D,W,C, 11-1-99 A,B,B. -19-D4
Y,c.a. 12-si-5~ ABa zWzt-os $ I RRH 3-~-0 5-88 $-2D RRN 3-30-00 RRW -3Q- S-~ RRH -30-~ ~ H
MAI 1~~
Pal
FINTSNED GRADE ~SERVIGE LATERAL MATERIAL AS REQUIRED
H GRADE EXTEND FINIS ED ~ . , , EXTEND OVER INVERT PAVEMENT OPTION IN SEWER CONSTRUCTION/SEWER LATEAAS ~d SECTION OF TWESE SPECIFICATIONS, r
. MUST BE 2' BELOW GRADE
~ " EXISTING SEWER MAI 'A ~ 4• SEWER MAI •
•t,,• ' GROUT 4' WHEN SEWER CLEAN OUT IS IN PAVEMENT PROPERTY ~ 4' : • ~1 4 .lOrl1 IT MUST BE INSTALLED INSIDE A VALVE LINE IC•l
BOX WITH COVER LABELLED 'SEWER', CAST 1RON IBt BRONZE Fj"t
FINAL ~ 4' DIAMETER CONCRETE CLEAN pUT PLUG
BACKFILL . '.e COLLAR 6' THICK FINISHED r GRADE
.'v
.Q FINAL UNDISTURBED SOIL 6" PAVEMENT CURB . ~lI r''~,
BACKFILL UNDISTURBED SOIL d;n" p• •d. "a ~ d v ,
r ' ' 4 .a ~,b• t~'.4; .o I Ci ' ' ~'t •A• .d ~ :.1.7'4 p v> Q~
N ~ „ ~ ~ SECTION AT RIGHT ANGLE TD EXISTIt' yLE Ta EXISTING MAIN ~ v THE FULL LENGTH OF THE SERVICE DITCH 'SHALL . • ~ • , ~ • , ~ • ' = v ~ ~ ~ ~
~ ~ BE COMPACTED IN 6' LIFTS WITH MECHANICAL TAMP, , • . ' ' . • • ~ ~
W~,•:, ~ 4'-0' FDR 8' TD 12' MAINS rn 'O 12' MAINS a ~ < ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ' , ' ~ •
INITIAL 't~++': , ' ; ~ 5 0 FDR 15 TD 30 MAINS Ta 30" MAINS in MACWINE, FOR PVC INSTALLATIONS, SADDLE AND BEND ~ a F- -i a MUST BE BEDDED IN #67 STONE, BEDDING AND HAULING ' ,
BACKFILL < y , "x ~ 6'-0' F~ 36 TD 54 MAINS TO 54 MAINS y D -C ~ MUST COMPLY WITH RERUIREMENTS aF STANDARD DETAIL • . ~{r'~~rnriirH~~
' SPRING LINE ;ate q• ~ ~ #67 STONE H < a ~ NOTES ~ -I ~ A S-4, . 4" D.I, OR p• ?v' ~ C7 3 8" iG' OR 12' TAPPING PVC PIPE
INITIAL : ~ • X40°:'°° • m ~ , ~ ~ ~ i. FLOW SHALL BE MAINTAINED •a. BACKFILL r,""; HAUNCMING e•+.e °,°°ae PIPE GRADE t~ ~ ~ DURING CONSTRUCTION, ~ y D m ~ 1 PIECE OF PIPE
.4a b :13~° ova W La rn n 2. THIS DETAIL TD BE USED ~p• ~ ro 1- r ~ ~ SADDLE OR IN-LINE WYE i
' ° • °a p 4' BEDDING N a y z GROUT ;,;;.r. ~ ,~p ~ w M ~ ~ WHEN A 6 DR LARGER GROUT ; ~ w-r f? W ~ . ro ° 0 1/16" pR 1/8` BEND MIN. GRADE 1% • •
" m m z ~ o LATERAL NECESSITATES ~ x ~ A 6, 6"
Ga ^n CONSTRUCTION OF A NEW • •,a . ° TAMP WELL UNDER MINIMUM SIDE ~ m r I- ,p ~ "i A
' Prl C ~1 MANHOLE, , MINIMUM SIDE BOTTOM HALF 6' I~D.DF PIPE 6' CLEARANCE ~ ~ ~ w a SPRINGLINE ~ n ~ n ~ • , . , •
6 #67 STONE < m x M r 3, SEE STANDARD DETAIL SAW TO CUT SPRINGLINE 6• ,D. OF PIP 6 CLEARANCE OF PIPE A y A y ~ D WHEN ROCK IS , ~ ~ x ~ S-20, FOR PRECAST MANHOLES. • ~ ~ ~ ~ c ~ • . • l,a' EXTENSIO E...~ 4S SEWER BARREL OF PIPE TO = p -~i = WITH PERMANENT ~r
ENCOUNTERED 12° .D. OF PIP 12` MAXIMUM SIDE sa n c x ~ b 4, THE CONTRACTOR SHALL , • , • • ; Vi M .SADDLE REST ON UNDISTURBED Sall Z r EXISTING PLUG CAP
CLEARANCE y ~ rr, ~ •p e ' a• , r PROVIDE A MINIMUM 6" COMPACTED • : :•D'' •s '.fa. •4,a .e ~ m MAIN : ,FOR SADDLE INSTALLATION Vj
TYPICAL TRENCH I3DTTDM DIMENSIONS FDR ~ , ,•"Q ,•q;.,'•a, ,'~',.4 a.e: NOTES, ~ ~ # 67 STONE BASE, A w a ~ DETAILS, SEE STANDARD COMBINATION WYE
1. Trenches requiring shoring and bracing, dimensions shall be taken front the SDR 35 PVC GRAVITY PIPE z° y 5. FOR USE DN DIP AND PVC ONLY. EXISTINI Ensile face of the sharing and bracing. a (NOT ALLOWED ON VCP) EXISTING SEWER MAI rip ~ AND 1/B BEND ao w.~ • • DETAIL S-31 & S-32, r o~ (ONE PIECE>
NOTES "off ~ SECTION ALONG CENTERLINE DF EXIST ,LINE aF EXISTING MAIN A ~ o
4' l er to be used in Initial backfill, 1, For trenches re ulrin shorin and bracin , dlmensians shall ~ ~ rn 6, SEE DETAIL S-21 FDR REINFORCING 2, No racks or boulders ar arg q g g Q 8
be taken from the inside face of the sharing and bracing, 3. All backfill mnterial shall be suitable native mnterlal' 2, No racks ar boulders 4' or larger to be used in initial backfill,
4, Backflll shnll be tamped in 6" lifts In traffic areas, 12° in 3, All backfill material shall be suitable native Material. ~
nan-traffic areas, 4, Backflll shall be tamped In 6` lifts In traffic areas, 12' In ~ ~ W~~
" i non•-trnffic areas and 9S% cant action In non-traffic areas, LIGHTLY COMPACTED 5, AchleVe 80/. campaction n ~ P BACKFILL IN 6' LIFTS , ~ ~o~
traf f fc areas.
CITY DF RALEIGH . , • CITY OF RALEIGH D d(i~in) • . C„~ x ~
6. If En easement 4 topsoil, and DEPARTMENT OF PUBLIC UTILITIES ' 12" clean select fill is required, DEPARTMENT OF PUBLIC UTILITIES UNDISTURBED ' • ~ QFw
TRENCH BOTTOM DIMENSIONS AND BACKFILLING SOIL '
7 a ers 9' In diameter or FRENCH BOTTOM DIMENSIONS &BACKFILLING 27 & Smaller 3 N bauld REQUIREMENTS FqR DUCTILE YRl7N REQUIREMENTS FDR PVC GRAVITY SEWER MAIN greater allowed in final backfill AND REINFORCED CONCRETE PIPE" Q ® Q i ~o ~ ~xw
30' to 60' 4' DWG, ND. REVISIONS DATE R V TON DATE PIPE
DWG, D, REVISIONS DATE REVISIONS DATE TD NOTES 3-1-87 D.W,C. -3-99 RRH 3•-30-00 S-D 7- - -30-00 66` & larger 6' • I ,
5-4 3- - 7 RRH 1/6 Bc = , ,4N; d d ~
Vi Bc =OUTSIDE DIAMETER ~ \ ~ ~ "a
~ OF CONCRETE PIPE GLASS C C ~ ~
(ORDINARY BEDDING) :DOING)
m
a ~ DENSELY COMPACTED
~ ~ ~ ~ a BACKFILL, TAMPE r z ~ ~ rn IN 6' LIFTS
y ~ D Z D .
-i , n b a UNDISTURBED
m SOIL m a ~ z ,J.•
2. Town Certification, This design has been reviewed by the Engineer for the Town of
+o ~ fTl ~ PIPE r.,R~•• CLAS ;,i~," Knightdale, and to the best of my knowledge and belief, it conforms to the requirements CLASS c'ODO CONC, ;~:K;"'
~ fn c ~ •ti ; 1 ; FROM ~ ty an D PIPE SPRINGLINE , 4' A. FROM SPRING LINE Tp established in the Standard Specifications of the Town of Knightdale,
< r r M ~ • r."~ 4' ABOVE PIPE,
~ AVi Z h r~•" ~ w By. ~__~_....1 d~vz,,- Date: _`~(i~Z~ l t~
~ dM T ~ m r ~ Town Engineer W6 DATI~: Q6/~SI08
--i ~ b' MIN,118' MAX. NO, 67 STONE
~ ~ WMIEN NO TRENCH ~ ASS I3 CLA55 A y BDX REQUIRED A These plans are approved by the Town of Knightdale and serve as construction plans for this DRAWN: RWB
~ w ~ C" crvarrai ~ rcrorT r~ errs renru rirercuc~i7~ ~cuci,r7~ f
\I 1M1J 1 VL19JJt \1'11\VI I LI\YI'1wl{.1'1{wl\ 1 / n.riw.~~ r ~,11 J V~G 1. ct~~TEEl
p~m cn $ ~ llry~.
Oil 11 1 By. Date. ° 7
Adm istrator C*704

~ oo m ~ rn o
~ o r N o 0
RED REQU AS o" ~ ~ r n
• NOTE: PROVIDE EXP JTS IN
CONC PAVING AT 15' O.C. EA
~ ~ _ ~ ~ - ~ WAY (TYP) 1> n SL P E 1'-O" THICKEN BASE A CONC. SLAB
_ . ~ ~ 2 I..2 SURFACE .m._..._._ _y. _ _ ~ ~ iJ , • , , 6" CONC. SLAB 2" MIN, I-2 BITUMINOUS PAVING
~ ~ ~ ~ - ~ , • o n FIBERCRETE} •Q. T ( A B C ~z~Z~ ~
F , _ _ 1 / w a~ ~
7 :,ac..,.,. .,ear ~ i4 0 0 0 © ~ ~4r 9r
d•
CRUSHED STONE BASE i ~ ~ ~ ~ ~ U COMPACTED
N TRANSITION AT CDh AT CONCRETE/ASPHALT
6 aBC sTDNE p NOT TO SCALE A ~ ~ W ~ ~ ~ ~ ~
SIDEWALK WITH DEPRESSED CURB NaT Ta sc
NDT TD SCALE ( ~ ~ .._._........e._ ~ w w w w ~
~ 0 0 0 0 ~
BOTTOM OF CURB 6' ELEV. = a~ C ooQO ~
TOP OF CURB •
COMPACTED SUBGRADE ELEv. = +6' ; • , • ~ ' a a a a~,
IF LENGTH IS 18,5 FEET, THEN 1/4' 6" a3 p 3 nl
PER FDDT MAX. SLQPE YIELDS A MAX, • • • DROP l'D') OF 5 INCNES• • p ~'-pw ~ n ~ ~x
. 9 • ~ ' i • • 9 • • r ~ y i ~ • ~ ? • 0
•~=g• • ? • ~ e ? ~ 0 ~ ~ ~ e • ~ ~ ~
D TAIL E Y PAVING = ARD DUT TAND S SECTION A--A
(PRQPDSED INSIDE APT COMPLEX) ' 1. 10' MAXIMUM BETWEEN i MUM BETWEEN CONSTRUCTION JOINTS, 1'».g' i s, w 1'-9°
NDT TD SCALE DRAINAGE SLOPEI PARKING SPACE M M T N S S AISLES 15 Maxl u BE wEE ~IMUM BETWEEN CONSTRUCTION JOINTS ~ ~ ~
NDT TD 5CALE DN MACHINE POURS. :MINE FOURS,
8. 1/8' EXPANSION JOINT PANSION JOINT EVERY 90`.~ `:k:' ~'j~},
3. 3000 PSI CONCRETE MI ~I CONCRETE MINIMUM, 4' SLUMP MAXIMUM,
j` ,
4, LIQUID MEMBRANE CURL MEMBRANE CURING COMPOUND SHALL MEET ~ ~
THE REQUIREMENTS OF IUIREMENTS OF SECTION I026-~ OF NCDOT
STANDARDS & SPECIFIC DS & SPECIFICATIONS FOR ROADS AND 1. All C4NCR~ T8 0E 38~tf PS1 C4MPRESSP+~ STRENGTH. lRES. 2 TYPE flF PEE TO 8E USfS? t5 9~-5/S" 9~Ut. D,~. 9f.ACK 1, Li?OY ~AR9~H ,,,,~I ~
Z STRUCTURES, PEE '°~y
TYPE R7-8 RESERVER 5. ALL CONSTRUCTION JD VSTRUCTION JOINTS SHALL BE FILLED ~ ~ A ~/x" ~
VAN VAN ACCESSIBLE SIGN TYPE R7 s RESERVER PARKING SIGN AS SHOWN DN PLANS PARKING SIGN WITH ,!DINT FILLER At. LINT FILLER AND SEALER IN ACCORDANCE
ACCESSIBLE: WITH NCDOT ROADWAY ;DOT ROADWAY STANDARD DETAIL 846.01, ~ PJdNTT ~ i"°"'!
a ~~in i _ ~ "1' 5. 7~ ElE llSEii AS REQt3iREL~ BY THE 7{3YfN ENGINEER. ~ ~ n
G ! I, r ~ < CURB & GUTTER ~ C~
_ (PROPOSED INSIDE _ QED INSIDE APT,COMPLEX> RE!~~9 IM~~*'1~
NDT TD ~ N C ~ W , NOT TO SCALE pA7E pEp'~pN ~ ~ MCI
RESERVED • ~ ~ WALKWAY ~~2 F WALKWAY
PARKING SIGN APPROVED FDR USE H STtt. N4. ~ 1~-i
UNDER GENERAL STATUTE 80,3 6 Tt31~lN ~I~ I~~~~TDALl. ~
r- 4 STRIPE PAINTED 4' STRIPE PAINTED STA~tI3RR:D I31~'rAII.S T"YFICAI, t~NL1RAII~ 4.13 ~
LEGEND AND BORDER - GREEN 4' STRIPE PAINTER TRAFFIC WHITE 4 STRIPE PAINTED TRAFFIC WHITE \ TRAFFIC WH1TE ® MCI
WHITE SYMBOL ON BLUE BACKGROUND TRAFFIC WHITE BACKGROUND -WHITE
~.s~
- 20+--p~ ?-a
SIGN R7-8D
MAXIMUM
PENALTY LEGEND & BORDER -GREEN NOTE BRICK TO MATCH BUILDING
$250 BACKGROUND -WHITE `,,,GS,.20-37.6 _ ,
~ of • ~ 4" BRICK CAP ~ P d~
8,00' s.oo' 8,00' 8.00' 8,00' aoo' ' , 4» BRICK, SOLDIER COURSE o~,~ M
d" 13.0' 16. Q'
~ 13.00' 16.00' DUM TER 4 BRICK, 4 COURSES R ¢ .d~,r, z . DUI STER to ~ ~ 4" CMU ~ ~
ARKING DET IL (NON- N) STANDARD I-GR VAN ACCESSIBIE PARKING DETA L o ~CESSIBIE P A
HoT To scnLE N4T Ta scale ' ; q 4" BRICK ~o~~ ~
C? . ~ 12 -0 ,,~pN
tp
6'-8" x 3'
ACCESS DOOR ' x ~ . ; • ~ ' ; ~ ~ ~ , ; ~ ~ ' ~ , : 20'-Op ~,_Ou 4'° BRICK DOOR ~
. ~ ' ; • ' , ~ ' ; ~ ~ ' ; • ' , ~ ; 8" CMU (PROVIDE LADDER TYPE
• ' ' • . ~ ' , ~ • ' . ~ ' • . ~ ' , ~ REINF. EVERY 3 COURSE}
HANDICAP ACCESSIBILITY SIGNS
NOT TO SCALE
~ C...7
R=&5"o.c.
. 6
s'-a"
~n
CORRIGATED METAL DOOR - TO BE PAINTED TO - 1" ti°o
SPECIFlCATIONS: e •q` Madei BA-2B(YE} Bike-Arch: MATCH BUILDING. PROVIDE LATCH MECHANISM AT CENTER. 4 ~
• 3,_0" Finished Grade Below Grade Mounted, Moderate Security Bike Rack ATTACH ANCHOR ROD TO ONE GATE W/ HOLE DRILLED IN 4" ABC STONE ~ ~
_ '4 Capacity. (2) bikes an 1'S centers CONCRETE FOR SECURING GATES IN CLOSED POSITION. 1'-4" 3,000 PSI CONCRETE FOOTING c~ ~ Z M
4 Materials: 2" nom„ Sched.40 ASTM A500, welded seamless-steel pipe i PIPS PLAN SECTION ~ ~ ~ REBAR CONT. ~ ~ ® ~
4 2'-0" 3 i3" x 3" H.R. steel flat-bar for foot assembly
Finishes: Hot-di ed alvanizing Pp 9 GARBAGE DUMPSTER DETAIL ~ ~ ~ ~,uo,
•a Fabrication: All metallur icai 'Dints are MIG welds I g J 9. • _ ~ NDT TD SCALE ~ H w
o.~• goo
FRONT ELEVATION SIDE ELEVATION
°~a
~w
BIKE T RACK DE AIL
~ ~
NDT TD SCALE
2. 't'own Certification. This design has been reviewed by the Engineer for the Town of
Knightdale, and to the best of my knowledge and belief, it conforms to the requirements
established in the Standard Specifications of the Tawn of Knightdale. DATE; 06/2SI08
By: Date: z4t ze lza DRAWN: ~WR
Tawn Engineer
SHEET.
These plans are approved by the Town of Knightdale and serve as construction plans for this
proje .
B Date: _ I C*795
Admi strator
- - - - - - - -

W a~ c~ rn o
~ ~ ~ ~ c
~ ~ ~ ~ o
o o

`t8 44
4"x4"TREATED TIMBER ' ~ 3' 3' 1.5' 6,5' 20 12
W/ LANDSCAPE SPIICES ~ z
~ ~
2' ~ ~ ~
w w
© w r~ ~ w ~ ~ ~ ~
r>7 © Y x m 2 ~ p GRASS ~ ~ ~ ~
SAND COURT ~ o v ~ ~ 6' ll n t" oo r ~ x ~ 6 IO > ~ ~ x
6 DEEP. ~ ° ~ z ~ ~ ~ m m m ~ x x ow,
C~ ~ ~ o 0 0
~ 24' 2, z z' ~ zo' p ~ ~
~ 0 0 W
GRASS ~ ~ ~ ~
NOTE:
2~ SkIUFFLEBOARD TO BE CONSTRUCTED OF CONCRETE & STAINED TO ABOVI; DIMENSIONS. 22'
Q N c~ d'
4"x4"TREATED TIMBER
W/LANDSCAPESPaICES SHUFFLEBOARD CUURT
NOT TO SCALE
NOTE: 4" x 4" TREATED TIMBERS WITH LANDSCAPE SPII{ES NaTE:
TO BE USED AROUND THE PERIMETER OF COURT TO BOUNDARY L[NES TO BE SPRAY PAINTED IN ACCaRDANCE WITH ABOVE DIMENSION5.
ENSURE THAT SANG) REMAINS IN PLACE.
BADMINTON NET ~'I EYE HaaK
VOLLEYBALL NET EYE HOOK 4 REQUIRED
a RE~uIRED
~ ~ V1
4$' 5

6" x 6" r~1 TREATED TIMBER ~"h~ ~+i FT'I
6' 6" x 6"
TREATED TIMBER Y"'~ ~p,.,,yr M1.q
0 4' 0
IRON S7'AICE GRASS
6" SAND
. t,., :Y~ NOTE. 3'
~ PITS TO BE MADE FROM 4" x 4" TREATED LI7MBER. 3 3000 PSl CONCRETE 18" x (S" Lr+?
3000 PS[ CUNCRETE PIT SAND DEPTH SHALL BE 1 -1 U2'.
t8"x 18"
F -~1
HURSESH~~ PIT VULLEY~AI_L .CUURT auT~a~ ~Anl~i~vTa~l cau~~
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
~~~}1441UUIt~~j~~~
`fix ~ ~
~ ~ :~c~ ~y, von
y
~~''~~~,t,ttt~~~~``~~
56'
6' BLACK IRON
•-x F~NCE x--~-x x ~-x x X-~--x x-~----
~ S' GATE
JG8
B~rb1 w_......:,.a..,. x x C._J
I~I;~}P ~CI~ Md.EANSVIILE,NC 273011C~1NTACTPERSON;GATEWALpEN 91&421.86S3JSAl.ESREP;NfiNGYSHIELOS ' ~q~, , DURHAM, NC 27765! CONTACT PARSON. RALPH VGUGHT 919~Z91~52301 SALES REp: NANCY SHELpS
l~fP1y+~Y°~a:1~r~3 ASPHALT ~
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~SmPI.R~V;i /"1 ~ atexca>~POaarns ca~noP+aRrs ~JC8&31~5 aaareo s e 2 ~S~~k ma>srroroxu~e 4 JCS9~i05 wP.tatuR~o 4 2 E 1 1
IAYBEtPRQY~EB ~ ~ PL~rSEr sees so° cuRVEq ~g~~ ~ 3 POINT ARC b
PLAY$Ek'SPEGB taMtyCe ea Accanmodakan;l7?2 A4CdIntnOdnk~S;1~24 RSThln CAd' C B d4A '~if8ky ~GnO; 39' X 29' SLIDE WI SAFETY usr~ cPBCSanA 2Q' FROM ~ P~yMar«csrdtiestl~alaur x 12'
~afek ~ane;2g'x26' Bayh5adc2rii~sthstour ARCH&HANDLES COMBO STEP aquipmantmeeiser f""'-""" BASKET RIM ~
ogtdpmentmeebor e;xaadeiheManda~ FOUNb,~T14NSP CS W1HANgLE5d~ azceedsthesiaadards FREE ~ 1 ~ ~Iuan~nASrMPi4S7-0i, THROW LINE ~ ~ 2 r
gia~ M AS7~f f 198T•Ob IN CaRQUND 18"; 2 KICK PLATES CcmaumerNraducrSa~iy x "
FQUNCATIQN 5PEC55PEe5 4 PIpERAILABQVE ConsumarpraduGY5ately SUFti"AGE MgUNT Wl ~ Cammrs9iaa{puG.d329)and ~ ~ Q ~ 1ha ApA ACCassvbn'i1y tguide.
IN GROUNI71$": 1~ 8" TRIPLE Ki[T5 BENCH CoatrnKsbn (pab,A,326~ aPw' METAL BRAGKR'tS; 5 PIPE BELOW thaADAA~xeS9ibi6lyGtNda, RAIL BIGS7EP ADA SURFAGEMpUNTUd! STEPpER~AOA WIHANgLES DRIVING ~ ~ ~
METAa,BRACKETS;I~ TRANSFEROEGKYdI ~ Ihl ego o B58 PANEL ' m AAA Accessible x ~ ~ ~ ~ rrensre?Aec~ x 16' ~ ~
MANOLE5 ADA Access e ~26 V4LlAGER R00P irdnsker Deck wf NanQ~s (11"A8" W
wfMend~s111"•48" ~ ~ 5P~PERAILA90VE a~vera;i1isntaudarRJ. REVERSING r~ 60 36 a0ava resi~enlsudace), ~ Q
zs m ; STORE FRONT ~ SPIRAL SLIDE W 1 bgje fteayo~ x x ~ n Pa ~ /
p PANELBELOW o°`t°RQBy~~ AN o ~ oa 5AFE1"Y P EL CLATTER v N ~ ~ ~t'~ W
6PPlnRAIL o 3~ Q~ , ~ ~ t~ ~ " BRIDGE a n ?~r ~ ~ ~ BASKET, C7 ~
n o ~ 0 ,~,c METAL y bin X-~^-~-----X X~X-,-^^.-----X X LY,a F"' n ---•-M»,~X X X--^-•----X X ~ "7ifsa}d~
~iAY53'~T~MS"~ s~las~'a' SPkRAL LOOP A' P PE LAggER OVERHEAD INSET COLOR ~ BER VVf k LRDDER W/STEP ~ NaTE:
MIRROR PANEL, ~ 5' PEEK•A~30O R3P Cgk.GRt 6RGWN OLIM Wf HANDLES A Mum6ars°nsachdacK COURT MARKINGS Ta BE 3" WHITE PANT ~ ~
TUNNEL HANDLES AND SAFETY ARCH UP BLOCK, Q c CGN,OR SCHEME SAFETY ARChI HANDLES AND ~p~5~,lu~e"eishiaitha 1/2 BASKETBALL CalJRT ~
RSP GOLORt TAN Numl~rs on each do k N~Et pppy( METAL COLOR SCHEME repre~nlthehelghtotthe STORE FRONT SUPPORTS dedcin inchastram fhe hnkbedsurfbce°hasen, Np'j' TO SCALE
5FN'ERAILABOVE deckiaincheafromtho I~ANI=L9ELOVV N~1iE; NATIittAi. ° ~0 1 68 N HBELOVd Iktlahedsarfecochasen. DECK
4q K R G ~
btaihtak}mg car~ecl depths
4' WAVE SLIOE ° N11 SAFETY ARCM 8 5 PIPe~ RAIL, ~ ply Plod, Inc, 2001 hdairrtaha~g core~tdepihs °fsutfacing accnrding N
AU FOgh;a Resorvad nlsurfac+'ng accotdir~ m ~ N HANOL1wS ASTMaadGPSC _ _ pSrd~andCPSC ~ Slandardsd G~datnes ~
SbndardstrGr~ia'e!lnssis Aga;S•92 ~ _ ;e ~erespans~~~'o+~ 2, Town Certil'ication.TMs design has been reviewed by the Engineer for the Town of
2"E _ _ tho ras(ronslbluty of the 9 pby Mad, lne, 290t O 2 4 6 8 1O 1~ 14 16 16 2O p 2 ~ 6 8 ~ 0 12 14 ~ 6 18 2O chhsltmar, R9iUng hieighG AlI Rights Raserved
Railing Malght; _ ~ Elemenkn?y ° ~8" PLAYS~T, STANDAI~ EVEREST •AQA pt~Y ~T 87~ND~RD. WiMS~'ON • A1~A t~~IP~tV~A ~In~a Knightdale, and to the best of my knowledge and belief, it canforms to the requirements nourawatvr~pw~rrprt~e,+iss~n Men~~~~'m, established in the Standard SpeciRcatians of the Town of Knightdale.
BYPIAYMARTINC,ISSTRICTLYPnOPdRITSDiMiNtlU~AnVAIrCEOWRITISNPC~1391p ~ ~ ""~~p,''~ ° ALLNIGMSRESptV50.ANY0UPt1~A710NORREPRppVGTI0NOf1WISPRINTEp1VAr~AIORTMSPN4pUCY9tdAttlUFACTURFAANpDF,SI~NE~6YPLAYNti4121~INC,ISS7RICMARTp~Nr~pVVl`fNOUtAAVANG9pW>dTfENP Af,I.RICH'f3RF,RVEA.ANVDUK.IG0.TICNdiJN~PRDtlUG710NOFTrt18PkINfEOW,1'ERWOHTh~PftQI~UCfSIS~ANU~ACTURffYJtiNpnSSIGN6D ~ MI6~ER ,1 SCNr~3fd ~9 ®GQPYRIGN1'2402 9XfJEP1'IaN;MAY9SU~DFAk5A6ESAlpPQfIPIAYMARTPR95EN?'ATIbNS,WNENAAPRpUSp9YPlhY
S~Ia;3J8"~k' ~GpPrR1QHT20~ CkG6NTItNd;NJ4YBEU5EpFORSN,E9AIpt'ARpGAYIUARTpRE5l1~'TAT{ONS,WH9tVAPPRQ'1PR0YPLAYMPttTAI~NT, ",°~~°,~~~x~w~'° P.1A ^ PKgIECTS44.OltTStUP RtP5 8Y 5TATeWC • Nt)427H CAkQ1.iNA1PROPOSAk5oNC - Wpt7D CkEEK • t16WPU+WIP~,S~q WC10D CREI=K SVt{ti:ST - Sl.dwg, 312912QQ6 4:53:" Ph1, Ate.' ppF B : ~'h-7ic..- Date: q z-~t 20 p~..__.
?21p • PR01G~1'S1A• tRtTSIDE R~p$aY STA'f~WC • N(1RTH cMOttNA1p>~1AISNSUVG• aRApaURY • 471DESII(~b4^a12tf • ~WUatlRY• sFANpARp WINSTDN • ~i,cAv~, a/412pp71;32;53 PM, Atlabe ppF Town Engineer DATE: OI/l~/09
These plans are appraved by the Town ofKnightdale and serve as construction plans for this DRAWN: RWB
proje t.
SHEET:
BY Date: a ~j
Adma istrator
C9706
NOTE:
TOT LOT AND PLAYGROUND SURFACE
SHALL BE SHREDDDE:D RUBBER MULCH.
- - - - -

H ~ ~ q
~ ~ x
H ~
w w
C~ c~
s. ' 13,oL---- ------10,0 1a,a~--- --ia,a° ~ X1,0' ~--e,o' ~~,a' z p
Berr~ Side Sloe Vegetated Shelf Vegetated S~ P ietated Shelf Bern Side Slgpe Bottar~ Forebay Side Slope n ~ ~ ~ ~ 0 Q
P=1 MAX W w w w
~ ~ a a,
~ ~ ~
a a ~ ~
3'x 3` CINSIDE) C©NCRETE RISER > ~ w w
EL' 220'0 Riser EL. 216.50' Tap of x x
3d
2=1 MAX Teri Poo E , '
3~
EL, 215,5'
EL, 215,5'--~- 10=1 EL, 215,0' Perr~anent Pool 1Q=
12" LIFTS OF COMPACTED FILL. 4.5' ~ To of Walt EL. 214,5'
Top of Wall EL. 21 p
~ • 1.d" Orifice EL 215,0' Retaining Wall ~ . , Bgttgr~ Foreba EL, 210,0'
:a With Etbaw to EL 213,5 ,A Sch 40 PVC
- 24 RC , 4/. • ~ R talni Wall RIP RAP e ng Ing Wall
..,~„t WITH C LNG GASKETS FOR WATER TIGH JOINTS Bottor~ of Pond EL P07,0 ` ~
FES INV. = Pp5,00 Foatln
Footing 9 Ing
for Bottar~ of Pand and Shelf Area to Perr~anent Pool Elev, Provide
1' Soll Protective Layer Over IMparted Material or Virgln Soll Disked to a Depth of
I-SEEP COLLAR ANT 1' and Drled or Wetted to a Moisture Content of 0-3/ of pptiMUr~ per
Note= Retalnin Walt, Fovtin , & Riser Base tv be dell ned b a PE Standard Proctor (ASTM D 698) and then Cor~pncted to 95% Standard Proctor, ~
9 9 9 Y Registered In the State of North Carolina Perr~eabllfty to a r~1nlr~uro 1 x 10-6 cry/s Shalt be Obtained,
H
Over Vlrgin Soll Disked to a Depth of ~ n
WET p~ND DESIGN; WITH R TAINING WALL Content of 0-3% of Optlr~ur~ per Standard ~ V
Np7 Td SCALE
to 95% Standard Proctor ~.T.~
EXTEND VALVE HANDLE AbDVE TRASH RACK GENERAL NC]TES~ PRECAST CATCH BASINS ~ ~
1, PRECAST CONCRETE STRUCTURES SHALL BE IN ACCORDANCE H
WITH NCDOT SECTION 1077 FOR 'PRECAST CONCRETE UNITS'
AND STRUCTURES' AND ASTM-C-913 FOR 'REINFORCED CONCRETE
EE NOTE 5 , WATER AND WASTEWATER STRUCTURES',
q A a 6 'd 6' 3' 6' 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI MINIMUM T ~y
1 MINIMUM AND SMALL MEET THE REQUIREMENTS AS SPECIFIED IN v
As READ NCDOT SECTION 1077,
0 ,a 24' RCP 3, REINFORCING STEEL DESIGN SHALL BE OF DEFORMED STEEL BARS ~
~ o W 12' TYP 6' i4 a 'd CONFORMING TO THE REQUIREMENTS OF ASTM-A-615, ~j
GRADE b0. OR WELDED WIRE FABRIC CONFQRMING TO THE
SEE GENERAL NDTE 6 . REQUIREMENT QF ASTM-A-82 QR BATH, ~ 1'c' KNIFE GATE VALVE
W/ HANDLE ANCHORED 4, REINFORCING STEEL DESIGN SHALL BE ACCORDING TO `~ti~~tsi~tri~~a ,f
do -PIPE DIA TO STRUCTURE, EXTEND HANDLE C-890-76 FOR W-20-44 LOADING, ~ I~~ ~r~
La = APRON LENGTH a AHOVE TRASH RACK, ` °'i 5, STEPS REQUIRED ON STRUCTURES OVER 42' DEEP SHALL BE ~ `f~
W = APR[IN WIDTH ~ ' 3 X PIPE ~ MIN * , QF STEEL REINFORCED COPOLYMER PQLYPROPYLENE PLASTIC : QV "~~a;
d = APRON DEPTH PLAN ~ SEE GENERAL. , S, 3' STEPS ~ ~ 6, SECTION JOINTS SHALL BE SEALED WITW BUTYL RUBBER SEALANT = ¢ cn ~~aa ~ -
NDTE 7 ~ ' MTN 4 ~ AND NGDOT APPROVED MORTAR w v u~ cn ~ ~
7. PIPE CONN£CTIQNS SHALL HE SEALED WITH APPROVED MORTAR, ~~d `gyp„
DIMENS S ` NCDOT APPROVED HRICK MAY HE USED IN CONDUCTION WITH
La FrOM YI #24 12' DIP MORTAR AT THE CONTRACTORS OPTION, ~ R~~'`°a ~~~~~r~ini`~ir~~~`~~
La=$' SLCIPE 0 FLOW 8. LIFT HOLES SHALL BE LOCATED AS REQUIRED FOR HANDLING AND
/ ~ W=9 SEALED AFTER INSTALLATION WITH NCDOT APPROVED MORTAR,
ado=3' . +r ~E • 1•• a 6'
d=9r br 8' TALL x 1/~C" THICK STEEL ANTI-VORTEX PLATE
MED. STONE DIA,=4' i SEE NDTE 3 WELDED TO TRASH RACK
_ " 24" RCP OUTLET MAX, STONE DIA. 6 12 KNIFE GATE VALVE NOTES,
CLASS 'A' RIP RAP d SECTION A-A ADD`L REINFORCEMENT 2 OUTLET W/ HANDLE ANCHORED L CONCRETE FOR COLLARS SHALL BE 3000 PSI tMIN,) 28
NOTES= TD STRUCTURE Filter blanket DAY STRENGTH,
Fror~_CI__#13 SEE AppRDPRIATE SCHEDULE FUR DIMENSIIINS 2, COLLARS SHALL BE GONNECTEA TO 18° RGP WITH A WATER ?~---1
La=1~` _ 1, La Is the length of the rlprap apron, W-21 n TIGHT JOINT,
- , 2. d = 1,5 tines the r,axiMUr~ stone dlar~eter but ado-6 i"'1 ~
_ not less than 6 N,T,S, d-21 3, COLLARS SMALL BE SPACED ALONG BARREL AT EO' O.C.
MED. STONE DIA,-9" 3, A filter blanket or filter fabric should be 4, ANTI-SEEP COLLAR SHALL BE PLACED A MINIMUM OF 2" O
" Installed between the rlprap and colt foundation, MAX, STONE DIA,-14 FROM PIPE JOINTS ~
CLASS 'B' RIP RAP PIPE DIA, ~
Fror~ JB #1 VgRI W r~••
Q$~e La=12 _ , Lq PAD LOCK HINGE 12' ~ ~ ~ ft
W-14
ado=6' B'xB' OPENINGS 2' MIN, ~ ~ ~ r~ h~~.?1 01
d=14" MED, STONE DIA,=6" ~ 1/2' REBAR WELDED,
{ _ „ ~~~jJ~ PRIMED, & PAINTED ; ~ MAX, STONE DIA,--9 a.~
P , % RIPRAP w.a..,.w.,.,..~~w .,..,..~~~,.w~~lw~ CLASS B RIP RAP
12 DvERHANG j ~ ~ I i f ' ~ ~ ~ ~ ~ • 24" DIA ~ ~ ~ ~ W f 8' • RCP ~ WWW1
From CI #30 j e ~ = i ' ~ ~ 1 ~
~ ~ i La-8 € € ~ ~ 24' DIA ~ • ~ H
W=10 RCP
ado=4.S • . •
d=9" w ,:j" " TYPICAL CI7NC~ ~
MED. STONE DIA,=4 _ " FLARED END MAX. STONE DIA,-6 SECTION 8' OVERLAP OF RISER • ~ . ` * Y ?~1
r CLASS 'A RIP RAP ~ RISER
ISOMETRIC VIEW 6,
CONCRETE ANTI-SEEP COLLAR
NOT TO SCALE N,T,S,
DETAIL 2, Town Certification. This design has been reviewed by the Engineer far the Town of
N,T,S~ ~I7ightdale~ and to the best of my ~n~wled~e and belief, it ccmfarrl~s to t~t~ req~rements
established in the Standard Specifications of the Tawn of Knightdale•
DATE; 06J25~08
B ; ~ Date:~a.a.} zo lb
~ Town En~lneer BRAWN_RWB
w
These plans are approved by the Town of Knightdale and serve as construction plans for this SHEET:
project,
t~ V4 Date: • C*77 By
strator A dmi

`~~,~unn
a ~0 100 15a f ~ i ~ I V T l._) ~ T SEE ADDITIONAL PLANTS FOR WET POND ON SHEET L-2 ~'1~n~\~ p~c~~r~=~
' SYtu SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS ~ ~ ~M ~ - :s`. d
graphic scale RI RM ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 2' CAL. 20 81 MIN. HT. B. & B. ~ .,(~~y3~S~~J•
SI SM ACER SACCHARUM SUGAR MAPLE 2 CAL. 9 8 MIN, HT. B. 8c B. %,Oti''••••••••
CI CE ULMUS PARVIFOLIA CHINESE ELM 2" CAL. 34 8' MIN. HT. B. & B. >C 8'
CI CM LAGERSTROEMIA INDICA "CHEROKEE" CHEROKEE CRAPE MYRTLE 8' HT. 33 8' MIN. HT, 8. & B. ~~'""i~ij6'`~~
~ RI RB CERCIS CANADENSIS EASTERN REDBUD 8' HT. 12 8' MIN. HT. 8. & B. ~ N
a u~
~ N NSH ILEX x "NELLIE R. STEVENS" NELLIE R. STEVENS HOLLY 30" HT. 43 30" MIN. HT. CANT, r o c
C N C CAMELLIA 5ASANQUA "YULETIDE"_" YULETIDE CAMELLIA 30" HT. 37 30" MIN. HT. CONT. a NPH ILEX CORNUTA ~NEEDLEPOIN7'~ NEEDLEPOINT CHINESE HOLLY 181 HT. 156 18" MIN. HT. CONT. ~ ~
N NPH-A ILEX CORNUTA NEEDLEPOINT' NEEDLEPOINT CHINESE HOLLY 48 HT. 28 48 MIN. NT, CONT.
W WM MYRICA CERIFERA WAX MYRTLE 18" HT. 60 18" MIN. HT. CONT. ~ a a
~ ~ p Q
Z k D
P~ANTI~IG ~I~TES & SPECIFICATID~IS ~ ~
if ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TD PROPOSED DR EXISTING FACILITIES r"+ °
P~ VERIFICATION OF TOTAL QUANTITIES AS SHOWN TN THE PLANT LIST SHALL BE THE RESPONSIBILITY ~ ~ ~ ~
OF THE LANDSCAPE CONTRACTOR, ~ ~ m w
3. ALL TREES, SHRUBS AND OTHER PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED
Q MINGO BLUFF BLVD, LVD. BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ~ v m 4, ALL SAUCERS SWALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. ~ a ~
p TYPE "A" BUFFER 0 676.38 L,F. .R 5f PRUNING - THIN BRANCHES AND FOLIAGE OF DECIDUOUS TREES (NOT ALL END TIPS) BY 1/3, ~ ~ RETAINING NATURAL PLANT SHAPE. NEVER CUT A LEADER.
REQUIREMENT = 3 CANOPY 1 2 UNDERSTOR~ 3 CANOPY TREE/10Q L.F.= 21 TREES 6, ALL PLANTS SWALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TD PREVIOUS ~ ~ o UNDERSTORY TREES/100' = 14 TREE5 GRADE NG GRADE. PLANT ALL AZALEAS AND RHODODENDRON WITH 1/3 OF ROOT BALL ABOVE ~.n
~ x 20 SHRUBS/10 0 SHRUBS/140' = 136 SHRUBS 7. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING, V 1r.~'~ $
a WAKE COUNTY BOARD OF UC EXISTING - 19 CANOPY TREE CANOPY TREES 8, MULCH ALL DISTURBED AREAS AND PLANT BEDS WITW 3' DF CLEAN PINE NEEDLES, h~l ~
~ ED ATION ~ pB 06293 PG 0282 PROPOSED - 2 CANOPY THE CANOPY TREES 9. ALL ABOVE GROUND UTILITY DEVICES & HVAC UNITS TD BE SCREENED WITH NEEDLEPOINT HDLLIES p ~
ED MAPLES ZONING;RMX PROPOSED - 14 UNDERST R' 19 EXISTING R ~ UNDERST RY TREES OR EQUAL EVERGREENS BY THE LANDSCAPE CONTRACTOR, ~
~ USE, SCHOOLS PROPOSED - 136 RUBS 5 -6 CALIPER 60' RADIUS is RUBS ~ ~
TO REMAIN FOR PARKING
REMOVE 2 EXIST, RED MAPLES {N SPACE COVERAGE L
o, u~(" PROPOSED DRil~'~Y Ex, IcHr OF Y
+ s r o
Mtxao a UI+~ &~v~, , sG cuRa ~ 31.5x911' ,r,..,,.wrrn""""'r. / ' /~'.4/ I""'"1 a
0 BF, SS.S'xal2'
OCR6EKCOMM TR8E57oB$ y1GxrTWnNGt,e(ra'S7 x ~fj/ ~ c ~
AS80O, r, slOHTTRUNGCHC[Y7) D807335 M70334 awB o~,af~'1T) ~ ` ~
/ ~ a;,,;• ~ i I ys MINGO CREEK HOMEOWNERS ASSOC.
, r s ~F 1 ~S\ DB 07335 PG 0534 d A
! Q ~ ~ .x5 r e ! + ZONING: RMX W W W W 9's~ Nso•S$ 23" usE: vACANT
_ _ w
a 7E a 0 w W w > I i w -76 R RBy W W W W W W W CE-9 W W W W W
HODGE ROAD STREET TREE PLANTINGS; w w • g,G . , ~ s w F HE LINES CONFLICTS WITH TREE ~ " w , •'.'.r.'.~ IF RELOCATION 0 0 w W , ~ ~ ~ NSH- W W W W W W W W
's w • CM •c RM • .~;..a•. ' ~ ~ '.T '•'r..' ;;ah5%~.. 5 T RY TREES ~ w'~~w w 6 w ~ \ .•:1.''.•.•••...'.'.+',~•.•'.:'~ + • n i:'~'•~,~'.'~:~,. t W W W W W W ~-„'t"'
PLANTING LOCATION USE UNDERS 0, SFi~2 ' ~I T ~ W W W W W 'Nf W W W W ` C~ W W W W W W W W W
RE UIREMENT - 1 TREE za L.F. w w w ~ Ha~~KO~~1T5~ W~ p 503.78 L.F. 20 L.F.=25 TREES • • , . h• • r'. M W W W W W W W
NO EXISTING TREES , w , •~;.:'•Q:':•:•.'U.--
WN ON PLAN r..' ' ~ • ~ PROVIDE 25 NEW TREES AS SHO V W W W ~~.7~~ SQPIDE W W W y W W W aD"_ W
IF RELOCATION OF OHE LINES DOES NOT CAUSE A CONFLICT ~ • •:.f~ _r • ! ':':'•'•f..~'~••'~''~~•~~•'''•~~~' + i'x x~~T''~•i'" "y • I. ~ l W W W W W W W W
WITH TREE PLANTING LOCATION USE CANOPY TREES EXCEPT p / gD`R~ M ; w W W W W W W W y
UNDERSTORY TREES SHALL BE PLANTED IN PROGRESS a a f2\~ + ~ NS ~ I t .z• , NS ~ ~I. St~ W W W W W W~-°~"" MINGO CREEK HOMEOWNERS AS50C.
ENERGY EASEMENT, t:.'.:~•,'•.:'.••F~" ~,53•'.~•.'•,"' \Mr ~ >3 W W W W W W W DB 07294 PG 0804
CANOPY TREE REQUIREMENT - 1 TREE/4a L.F. CE , ~ C~ I , I „ + ''w' OpEN~ ~~~,,,...qA~" .y W y y~,,,,`W W W ZC~NIIVU: GR~ W W W W W W USE: RECREATION AREA
78 L.F• 4a L.F,-1a TREES ~'?.~•,''.i'• ~ ' 'I i - z -••i.,..-~ / `w w~ 5, ~,~oo~s V/ W W W
UNDERSTORY TREE REQUIREMENT = 1 TREE/2a L.F• .•.t•,:••.~'•",'•>•'•'~ ,I. ,•'.~'••~•:~•r.'•'•.•.'.''•''.'•. ~ M w w ! i ~ b'y' p ''+•''.'F• -`4 ~ ~ •P \ 'r~;,.•..:;',;•,,.. NSH 2 ! \ y'.,', • , a, •f••,••., f • i Tg C~' 100 L.F./za L.F.-S TREES M- ti\~ ~~y W W ~R W W W
NO EXISTING TREES ; S t•~ • • , .C•e~- w ~ W W W
P VIE 1a NEW CANOPY TREES JAPANESE APRICOTS AND C"~ a ~ ! ~ • •.',•F:',''~T:~" . B K~r w ; u ROD u W W W 10' TYPE "A" BUFFER REQUIRED - 300 L.F.
5 NEW UNDE R RSTO Y TREES CHEROKEE CREPE MYRTLE ~ - • . • ~ W W W W 3 CANOPY TREES/100' W 9 TREES
d 5 W W W2n~((~~U(N~DE'RISTQRY TREE~S/100''= (~6 TREES W W W L,U SHRUBS/loo' VO SHRUBS
NOPY TREES TO . ~ , ; NOTE: aNLY 6 UNDERSTORY OR 3 CA , .,.'•':'~e,• NS 2 Og "ti ~ •~1.. i 9c r , RM 3 WW W WW
BE INSTALLED ADJACENT TO NODGE ROAD WIDENING w N r~~` ~ •'••:Y •f .`~''•r~ rs.. ~t•,~.1. I -4'~ ~ `DV~w ~ wl Tn'".;ax~ SM ~ CE (3 re acement trees) y W ~ ~
PHASE . •f.(~x, , RO B requ' ed open space)
REMAINING TREE5 TO BE INSTALLED DURING HODGE ROAD ~'.;.••.I.:::::"•'•::''" ~ ~ w\l~., w\\ .2219' , ,...6 , ` ~ \ 24 ~ RD
.r CE sGG~' v ~ WIDENING COMPLETION PHASE 2. ~ v 1~r + ! \ S A
I r ~v~ , i 11 ~ ~ v ~ + a dy+ ~ , ~ ~ G e + r ~ 1 vv f iGPOSe ~ I
\ \ 6 ~ 't' -rte ~ \ \ \ 1 / 1 _ ~
NC DEPT TRANSPORTATION p p ~ • ' , ~i C ~ I r - ` : , ~ I DB 09140 PG 0602 ~ ~ a `c:'','•'.:',' ~'r 6 ~ f o~ ~ ~ I
ZONING: OSP ~ c7 ~ •t• ; \ i r f f . • . ~ RM-8 ~ R (8 replacement trees) Z
USE: VACANT A a~ • . . " f ~ ~ I (required landscape are ~
I R I \ ~ j • , 1 ` I ! G ~ 561
N •I. SM , I „!!r' + I 8M i~'siS' w .'dj ~Z
W . WM-60
~4w' ~ ~ ~ ~ . .55GN ' ~4 • w w w ~ w ~w+ w x Ir ALK ..\A •,t~•• ~w „,y:b~Ly+•~ES>Ck BA !tT
:0 a' ~ 5 SH- \ :~.C..'. . ~\`.w y .,..y_L'On'W"~~ y w w w w
FORM SAUCER WITH , ~ J" CONTINUGUS RIM o o ''a MULCH w w w w w
~ w i .'.~3, ..'•r. w w w t6•y32~ w w W w _ L>J _~_`___~_~_~_l...._.._.._.._.._.._.._ ~
SPECIFIED PLANTfNG ~ ' , w w w w w w " _ . - . , _
MIX. WATER & TAMP TPOT~ w u - ^ - TO REMOVE AIR T ?acail C.T.1) N 1, . w , , ' • _ , , . .
POCKETS ~E.,..2 (Sae p~AN I =j. . • _ . _ . _ _ _ (2 replaaement tr es) FDR - _ ~ . _ _ _ s .
t ack re i cem nt sC~sM~.C
NOT INSTALLED ON FILL L E iALT,XNAL. o~~ _ _ ~ . _ _ , . _ Y _ ^ ~ _ _ _
TO BE INSTALLED I PHA E .~`-W~W-~-~-_-_-~_.._.
T
SHRUB P~.ANTING - _.:,._..m-T._._._._.._
SCALE; NOT TOSGALE _ "_.......y_ .~...~..._...+.....~._~;,;mmY^.._.._.._-....~...~_._..r.•,.~_ W...~..~,..~..~-.T Q ~ O
Ex, WET UNDARY Q "...."...~,_•,..,,._.._.~_mm_~...__.._~..__T_.._~,.^_~._`___.~.,._.,.~_______^_~_~_
~ ~
BRANCHES OF _ ,,..._.._~_~_~._y.,,_.,.~,,.`_`_~_____~_.~_•._ • PRUNE LOWc7t _ , , _ , , , . _ + Q J ~
TT~EBAtXSTOMAINIRUNK ~ _ ti,65 SO THAT REMAININGh~AD AG ~ - as._"-~-.._.,_.•.,...._.,..,•....-.,._.._~_.•_.._.._. 65
IS APPRO%, 1/2 OF TOTAL TREE ARE b ~ . TOV7ERl~'?• _ ~ ~ _ ~ T. _ _ _ T _ W.... r. ~ _ mm _ HEIGHT N
• PLANT so THAT TOP of RGGT _ ` ` _ " _ _ _ _ _ , . _ T _ ~ _ EW H RIZON HOLDINGS LLC BALL Is Ev>:a ~nrH THE + . _ _ _ r _ _ _ _ N 0 ,
FlNISNEO ORAOE ~ , ~ r ~ . • ~ ~ _ ~ _ , . DB 06830 PG O 119 • PAINT aLL cuTS ovER I" as _ _ . .
• w ' ' T ZONING: RMX 8t HB _ . suRVSV~ TAPER wITH ~ w.~' USE: VACANT DATE MAR.18,08
EXISTING TREE CHART SCALE 1 "=~o'
M ~ . . . . . . , : , Ex. WETLAND TOTAL # OF TREES
' BAUNDARY C,~ GREATER THAN T2' DBH DRAWN BTB
~ p • CM-5 RUBBER HGSE 7" GIA. ~ r '.'.~3:,'.;.:..:.:..':: K 2a' O.C. & LESS THAN C4' DBH 57 TREES
GUYING WIRES 2 STRAND TWIST TOTAL # OF TREES GREATER THAN 12' DBH JQB NO.
t/4" NYLON CORD ~ y WRAP TRUNK W/CREPE IN. PINE ~ ~ . & LESS THAN 24' DBH 67 TREES
9 OF BARN " TREE WRAPPING PAPER ppARM R MUL ~ ~ r,Y, p~ 3 2"%4"X24" PRESS TREATED S U(~ TO $E REMOVED REVISIONS 9 Y T.D.K. staff aommanta
a STAKES - TGP GF sTAKS ex' W aND . . 8" ABOVE GROUNO^^^-^,--•- BpUND,gR r r-" TOTAL # OF TREES TOWN CERTIFICATION. This desi n has been reviewed b 1-26-09 BTB revised par the Engineer for the Town of Knightdale, and to the 8-17-W BTB revived per GREATER THAN 12' D$H best of m knowied a and belief, it conforms to the ro.K. star ecmmenta
PLANRNC MIX ; i PART r•-' r°' & LESS THAN Z4' DBH Y g 10-28-09 BTB revised per 13 TREES requirements established in the Standard Specifications LO.K. staff aomrnenta
COMi>OST W/B PARTS r r-+ EIDSRNG SOIL - Q• WITHIN SETBACKS TO BE REPLACED of a n of Kni htdale. 07-BB-tO BTB rovleed per T.QK, scoff comments
WATER ~ TAMP TO ~ nw ruw ~ xor® nx• a I"'-1 A_ t_ ~ TREES IN FRdN7 SETBACK AREA B : _ _ . _ ~ Date: uj ~~,i 1.,~,e,,, OB-28-10 BTB rovteed par
REMOVE AIR POCKETS S(NL TO COYER BNd o V 3 TREES IN OPEN SPACE AREA TAK. staff comments
NOTE, UNTIE STRING & WX5 Dl A PEAL BACK BURLAP 8 TREES IN REQUIRED LANDSCAPE AREA Town Engineer
STAKING AS REQUIRED FROM BALL Q Thes Plans R pproved by the Town of Knightdale and SHEET
k TREE PLANTING GUY WIRES NOTE, ALL TREES 12" DBH AND GREATER ARE LOBLOLLY PINE, serv as cai plans for this project.
SCALE; NOT TO SCALE ALL PINES ARE BETWEEN 12" & 18" CALIPER By' Date: NO TIER 3 TREES > 24" DBH TO BE REMOVED, Adm n strator
L
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S~M A • D ~ . ~ , . ~ ..B A ~ ~ ~
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„ SP. .B D , D . A. S ~ ~ N • c f,
B ~ S . 'D S ' A ~ . B • SHALLE ATER AREA - 1308 S.F. ~ ~ LB P . , w w ~ .
A ~o D' p ~ , ~ S P ~ PLANT REQUIREMENT - 50 HERBACEaUS/800 S.F. ro f~
v, B. B P PATS ~ PLANTS /200 S,F, = 327 PLANTS- 2 ~ ~ n
~ ~ ~ THEREFORE USE 65 - A ~
~ ~ 65 - B cn ~ . 66-5 db 'n b
~ 65-D ."XJ
~ ~ 10 LITERAL SHELF ~ d FIRST 5' - SHALL~w WATER 66 - P
~ ~ NEXT 5' - SHALLBW LAND SHALLOW LAND AREA - 1,466 S,F,
~ PLA T REQUIREME T - 8 SHRUBS/200 S.F. • ~ ~ N N , ~ Cl ~ t~1
` PLANTS /200 S.F. = 60 SHRUBS- 1 GALLON CdNT, .
~ ~ THEREFORE USE 7 - JPW 7 - CF . ~r ' ~ ~ .
8-SM 8-SP 2
~ 8-IB 8-PH ' 7-wB 7-LB . .
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d• 'D'`B A("~, S• WB ~ BB, Q. ,S IB • . , .P 0 S A . D ` JP CF-
~ .D B B ; PH W SM
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H ~I STALL.I G O TRACTOR RRA TED BY T E ETOBE A N L~. PLA TI GS AR A l.. N N W Z_
~ ~
TALLATIO Y ARS FRO NS 01*TO E FOR A PERIOD
DATE MAR,98,08
SY BOL BOTA ICAL NAME COMMON NAME SIZE QUANTITY REMARKS M N SCALE 1"~10'
SHALLOW WATER PLANTS
A PELTANDRA VIRGINICA ARROW ARUM 2" POT 65 2" POT DRAWN BTB
B SCIRPUS VALIDUS SOFTSTEM BULRUSH 2" POT 65 2n POT S JUNCOS EFFUSUS SOFT RUSH 2" POT 66 2 POT
D SAGITTARIA LATIFOLIA DUCK POTATO 2" POT 65 2" POT JOB NO.
ATA PICKEREL EED 2" POT 66 2" POT P PONTEDERIA CORD W REVISIONS
SHALLOW LAND PLANTS 70WN CERTIFICATION. Thls design has been reviewed by a-z~-as see rev~sea
JP EUPATORIUM FISTULOSUM JOE PYE WEED 12" HT. 7 1 GAL. CONT. W the Engineer for the Town of Knightdale, and to the ;:°6 oa°a~a ;Sea best of my knowledge and belief, it conforms to the r.a.K, stgrf Gnmm~,rs
SM HIBISCUS COCCINEA SCARLET ROSE MALLOW 12" WT. 8 1 GAL. CONT. requirements established in the Standard Speaifications rok.~~o+er~c~,'m~ieP°r
1B ILEX GLABRA INKBERRY NOLLY 12~~ MT, 8 ~ 1 GAL. CONT. of wn o)f KLnightdale, Gy to-ze-ae a~i ~aa~~a Pnr
WB ILEX VERTECILLATA WINTERBERRY HOLLY 12 HT, ~ 7 1 GAL. CONT. sly /i7~s..-• date' I ~2L4'2Al'D 4~ 9-10 Bil3 ravlsed~aer
CF LOBELIA CARDINALIS CARDINAL FLOWER 12" HT. 7 1 GAL. CONT 7 1 T.O.K. staff comments
SP CLETHRA ALNIFOLIA SWEET PEPPERBUSH 12 HT. 8 1 GAL. CONT, Town Engineer
PH ILEX DECIDUAS POSSUMHAW 12 HT. 8 1 GAL. CONT. LB GOftDONIA LASIANTHUS LOBLOLLY BAY 12" HT. 7 1 GAL. CONT. These Plans ar approved by the Town of Knightdale and SHEET sere s constr ction pions for this project. p
f 0 By: Date: E~
Admini ator L-2
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PLANT LIST U~,~.,~-
N~
SYMBOL BOTANIGAL NAME COMMON NAME SIZE QUANTITY REMARKS ;~'~j ~ •
CM LAGERSTROEMIA INDICA MU5KOGEE MUSKOGEE CRAPEMYRTLE 10 -12' WT. 7 10 MIN. HT. B. & B. ~
ARB THUJA OCCIDENTALI5 "EMERALD" EMERALD ARBORVITAE 24a HT. 1 24" MlN. HT. 3 GAL. CONT, ,,/'~~4~~~~'~~i}~~i~~~~~\\`
NPN ILEX CORNUTA "NEEDLEPOINT" NEEDLEPOINT CHINESE HOLLY 24 NT. 10 24" MIN. HT. CONT.
___,..---~"r~r.. DYH ILEX VOMITORIA "NANA" DWARF YAUPON HOLLY 18" HT. 8 18" MIN. HT. 3 GAL. CONT. CH ILEX CORNUTA "CARI5SA" CARISSA WOLLY 18" HT. 12 t8" MIN. WT. 3 GAL, CONT.
DL MEMEROCALLIS DAYLILIES BULBS 180 SINGLE COLOR (YELLOW) u~ N ~ AN ANNUAL5 - PANSY, VINCA, IMPATIENS, ETC. 3" POTS 100 (YELLOW, GOLD, PINK) ~ o
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rn
1, ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT Tq PROPOSED DR EXISTING FACILITIES. a I 2, VERIFICATION QF TOTAL QUANTITIES AS SHAWN IN THE PLANT LIST SHALL BE TWE RESPONSIBILITY ~ I
~ ~ T DF THE LANDSCAPE CDNTRACTQR. 3. ALL TREES, SHRUBS AND DTWER PLANTS SHALL CQNFQRM TD ACCEPTED STANDARDS ESTRBLISHED 1""1 ° ~
i D C~ C"'~ C ;1 BY TWE AMERICAN ASSOCIATION DF NURSERYMEN, ~ I~ ro r. ``"4, ALL SAUCERS SWALL BE SOAKED WITH WATER AND MULCWED IMMEDIATELY FOLLOWING PLANTING, OrrJ ~ ~ ~ w
PRUNING - THIN BRANCHES AND FOLIAGE DF DECIDUgUS TREES CNDT ALL END TIPS1 HY 1/3, N
~ '1 t1 ,1 RETAINING NATURAL PLANT SHAPE, NEVER CUT A LEADER. ~ 6. ALL PLANTS SHALL BEAR THE SAME RELATIQNSHIP TQ FINISHED GRADE AS IT BgRE Tq PREVIgUS ~ v ~
1 EXISTING GRADE, PLANT ALL AZALEAS AND RHODODENDRON WITH I/3 DF RDD7 BALL ABOVE ~ ~ a o
~1 ~ GRADE. ~ 7, ALL RDDT BAILS REMOVED FROM CONTAINERS SWALL BE SCARIFIED PRIDR Tq BACKFILLING, o-
'1 ti MULCH ALL DISTURBED AREAS AND PLANT BEDS WITH 3` QF CLEAN PINE NEEDLES. ~ H 9. ALL ABOVE GROUND UTILITY DEVICES TD HE SCREENED WITH NEEDLEPOINT HQLLIES DR EQUAL EVERGREEN. ~
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! ; ; ,t ~ ~ ~ ~ ~ Kni tdale, andtG the beat of m knvwled and belief, it confarrrUS to dte re rrernents ~ ~ ~ ~ b D1? 0~3~ PC 019 ~ Y ~
i € ,.n ~ ~ i I ~ 3 ~ N ~ ~ - "`'7..~`N~Cr'i~`RX"+~ HB establi n tk~e Standard SpeciScations ofthe Town of Knl~t,tdale,
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i ~ i + $ ~ SYf '..R } ? , 3 „fin H4 7 d~3 ~ ~~t ~ a; ";i ~i :u ~y~ % r Date; t 71.1 Lf7 j. ;Vry3 Y' A~3 'Town EnSineer
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+ ! ; p{, a, .,u rta ...t. e ~a ;F 61i These plans are approved by the Tawn of Knightdale and serve as esmstrucdon plans far this
proj e k
H ~ ~ Date:"1'"~~~t~°
Adtni ' ratan
MINGG VILLAGE APARTMENTS
KNIGHTDALE NC
a aa~a acaro~ e
LIGHTING DESIGN TOLERANCE The calcuiated footcondie light reva4s in this ligtating design ore predicted values and This document together With the concepts and designs presented herein, presented as an SITE LIGHTING PLAN instrument of service, is the sole props, ty of Progress Energy, and is inter ted only far the
.z are based on specific information that hos been supplied to PrQgre s~ner'gy, Any Customer approval Date specific purpose and prospective client as stated irE tinetitle block of this drawing. Any use„ Designed by PGN LIGHTING SOLUTIONS -CAROLINAS
inaGcuracles in the suppWo i, farrf pcEan, differences in k.minaire €n,-Aali i to , lights": copying, reproduction or disclosure of the drawing, design ur ony #nformotion contained herein by T. Ferguson 1" = 50
ores eornei including elevation differences, reflective properties of surrounding 'M- surfoces, obstructions (folioge or otherwise) in the lighted area, a4' f ghting from y equipment, manufacturers is hereby expressly profr=.biW acid shall not be permitted obsent prior Date 11/06/2009 Size Drawin Size
ources other th;ar, listed in thin design may proouce different rewults f om the DISTANCE CALIBRATION tTNCHES> sress ne ,.ne the prospective customer or other errtitie>s, including without livrtitatian, arcP~iteces, engiaeet~, or Reviewed by qUSOn Scale
red"ated value. Ndormal tolerances of voltage, lamp output, and bo0wt and r~s sa rgy written consent. from, and payment of compensation to Progress Energy. Progress Energy disclaims any liability or responsibility for any unauthoHzed use of or reliance on this document. Description 28K lumen Shoebox fixtures (STD & FWT)
luminoire manufacture will ol.Ro affect results. 0 015 110 210 3,0 4.0 Drawing No, 08-0061E Sint, 1 OF 1
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