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q ~ , ,1 va ~I ~ a ~ p ''y ° #4-BAftS ~ r~+ y IN D LU
RAVEMENT S~'RUCTUR~: p ~ ~
1.5 " 5F9.5A Y
8" A8C Pt~AN w a ,r ~ 12 Q~
c~ F04TING
~ (IF CONST. JOINT IS USED) DOWEL Z rr r ~
~2c~z .v~~, 2 m G N G AND EL~YATION BAR- X to Caz a~'w~ C~
m ra a~D~ p~ w r L~. ~ ~ ~ Q M ~ W tts tl) r I
~ ~~ms DOWELS IN ENDWALL WITH C. S. PIPE ~m~c ~ Jp c~
c m ~ ~n i I PIPE SINGLE PIPE DOUBLE PIPE ~ ~ ~tp~. m~ rr u u rr u tt tt rr rr u u rr p p ~ v+ ~ I ~ ~ ~ ~ I I LOC. DIA. 15 i8 24 30 36 42 48 15 18 24 30 36 42 48 'Q v
~ r aumzA J = pz z ~ ~ r I i BAfl$ "xn oxtt ttXrr uXu nxn nXrr Y* trXrr Y" u~u nXn rrxu rrXrr uXn nx:u Y« nXrr Y* ~ pz ~ W H
v ro ~ b ~ Y _ G QTY. 2 2 3 3 a 4 5 2 2 3 3 4 _4 5 W ro ~ f~ ~ a ~ ~ f ~
NO SCALE "o d M ~ M QTY. . 2 2 i i 1 2 2 2 2 ~ L1C M t~-~ r d ; ' ~ Q ~ ~ Ci. ~ i DOWEL p QtY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p n"
mmr a r° L ~ C7 TgTAL LBS. 9 9 14 14 19 53 62 12 12 16 3 ~ ~ 19 2 73 85 ¢ W ~
n A cc~ ~ l'i ~ ~ A OPTIONAL CONSTRUCTION JOINT J d' ~ coo©
z ~ ~ r`~~ Z ~~~VA~~~N DIMENSIONS AND CONCflETE QUANTITIES ~ ~ ~
C ~ m M Cyr x USING COflRUGATED STEEL PIPE G
~ a m~~~ ~ ~ M ~ COMMON DOUBLE PIPE ~ d SINGLE PIPE C'~ ~ ~ rri ~ D #f B G L YDg M L YD~ ~ ~
r W,~r'r r 15" 3r'4,r 1'•8" 2`•~" 5'-q° 0.7 t'•11" G'•ii" 1.0 "'4
m m 18r' 3'^7" it-10" 2'•11" 5'•10" 1.0 2'-3" 8'-1" 1.2~
24rr 4'•1° 2'-1" 3'-8° 7'•4" i.d 3'•O" 1qr^4" 1.9 3grr 4r•7tt 2r-4tt 4'-5° 8'•10" 2.0 3r-9o 12r'7" 2.7
$G" 5`-t14 2'•'~° 5'-`2r' 101 Orr 2.8 4r•5u 14'-101 o
SHEET 2 OF 3 4"c" 5'-7" 2r-10" 5`^11" ii'-iG' 5, 3rr iT-1" 5.0 2 OF 3 q$rr 8r.t'r gr.1r' gr.8r~ 1$,-4tt 4.9 6r-O" 19r•4rr 7.5
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Rlvv R!W`
NOTES ' I ADDITIONAL R/W MAYBE 1'
REQUIRED TO ACCOM(?DATE
TAPERS, TURN LANES, AND MEDIAN ISLANDS, ~
/ i r'` 1 Cc$
f ~n ~ / i? 1
i 1 ~ ~ ! R t ! 1 MINN,„ , t
1 50 TAPER (REQUtREp FOR W t,ESS THAN 2b'} 1 ~ I 1 1 . ' f~. C
l i 00
7d 1 0
R~30' 4 R~34' ,R '1 Jsf~ ~ ~
t i r ~ CO O)o
rY1. ' r.+r+ t IY.Ir ti `w. 1 i ( z
t R~34' ~ 0' R3 ts.s^ 1 tar ~
1 { co 'C:
sraP ' 1 EDGE QF PAVEMENT EDGE 4F PAVEt,~;ENT i I 1 cd 0-0 =
MN.w1Y i.Ir•/MMYMYMM iiwiwW.iyYMYIM.wi+YYww•N..YIA..NI4.YY.Y.Y.1YM4 ~wY111YYVMMi YMiwr Yq.w:1YYYNW iYNO iwrlirp iiW i11M 11 w,ywlillln iYY.v1MwYMw• i t w,m, 4-0 0 CO M o
~ ww i 1 i i
EX;STING RpAp EDt3B qF PAVEMENT EpGE OF PAVEMENT .Ankh. - 3: c
MMMMMr ma -
~~NOTE; Permanent Drainage easements may be required to accomaciate drains a be and the ri ht•af wa , ~r 6' Sr 4' o cd
g Y ~ Y U.
start u ~avu~a „
3,~?
FIGURE 4
RECOMMENDED ROAD CONPdECTION
tom, a:~
NEW LOCAL RESIDENTIAL ROAD G1R RESIDENTIAL tocta~c~ cur t~z:~
f~ C R0
COLLECTOR ROAD AND EXISTING STATE MAINTAINED
~ ROAD WITHOUT CURB AND GUTTER 0 ti F1GU~ 8 b .rte o .rr
t * _ •
o STOP CONDITION i Os • w..
0 v 5YMM~TRlCAI. Ctlt~p~AC • M .y• ,R'w
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N N0. DA7E REYtSION DESCRIPIIQN N DBSCRIP77ON BY cl
N

p
CCU
C~
2'-6" MIN 00
.pax
MINIMUM 24" HORIZONTAL CLEARANCE PROM ANY OBJECT. RIGHT OF WAY
j~ FIRE NYQRANT, PUM('~R ND~GLE TO BE 5i8 X 3/4 MEYER PRONDEO aY t1rIt1TY PAVEMENT--- , CONCRETE pO5T PER
(J Q PERPENaICU~aR ro sTREEr. r FRANKLIN COUNTY 5 SPECIFICATIONS CPO~
n 24" X 24" X 4" THICK CONCRETE PAD DuN. aAaKFLOw AREVENiION M a C
OR 24" BROOKS VALVE 90X, BR04K P4tSTrC ME1ER 60X VALVE ~ z MARKER ¢ V
WIiH adANK MEIN, Iaa i~ ~ w a00
18" MIN CLEARANCE ~Q sv ~ d GATE VALVE W/ROX ~t
MA ROADWAY m ~ ~ CONCRETE COLLAR METER AT V kr)
r a ~ ! i r! , LOCKABLE 'j'' i lT VN.vE ° R/W UNE ~ Hor m scup
VALVE BOX 36" MIN
" 6 GATE VALVE BACKFlLi„ TAMPED IN 6" ttFtS 3'-6" MIN. ~ 14 THHN COA7Ea CONC. THRUST a'-a' MIN. TYP. d
LOCATING WERE BLOCK 'TYPE K COPPER SERVICE LINE ~ RIGHT OF WAY
• COMPACTED BACKFILL 6" MA{N, MIN o p (TAMPED IN 6" LIFTS) 1
I 1° SERVICE WYE .~,..w.~. .~.M.,. .~..KK.,. ~
Y " uNDISTURaEO sou. a 6 MIN. BRANCH ~ • a ~ CTS. 240 p9i ORa MODEL VHH~72-7W MEfER YQKE 1'ORM DRA6NAGG
~ ~ ~ t" F4R DOUBLE SERVCE / s/a• FOR SiNOLE SERVICE
n 1'-0 WATER MNN C-900 s/a BRIDLE RDa ~ , ~ ~r WATER MAIN
MUEItER 04UBLE 5tRAP SADaLE WITH
1/3 CU. Y0. CRUSHED STONE M(N. coMPRessloN coRPaRArwoN sr4Ps BLOCKING AS REQUIREA
CDNC. THRU5T BLOCKING, UNa{STURBED SOIL 00 NOT PLUG DRA1N SADDLE {FOR PVC MAINS
1" CORPORATION VALVE
.,..,m.M.~,~...... .w._~ .,o-,. ,...~...~,..~wM~..,.,
NO SCA~.E c N a aCA~.~

ATE/TAPPING VALVE
co
~ p. 04) 0
.p 2'x2'xa" CONCRETE , ' ; b • Q p p PAD REQUIRED 4N ~a , ~ p• • '
Nl VALVES. S ' y~ ' ~ ~ 4y p ,d ~ 00
. 2' Q 8' , a . .y .~7' O 0 STNIDARD' ! ea • d •0 4
VN.YE 60R .5 a D Q Q O roP sECnaN :Y
o ¢^.p A ' ' j. 2' WCI) 0
z
' ~/Z~~/ N~TESI PAVEMENT , • . , , GRADE ~ 1. C[3NCRETE SNAIL NaT CQNTACT RIGHT OF WAY 0
BpLTS OR ENDS ~F MECNANIGAL 5" HEArrr WEIGHT r ~ ~
JpINT FITTINGS, CAST IRON SOIL WPE FOR EXTEN510NS r,...,.., y Igo "N C. SEE STANDARD REAGTIpN BLECK T'AA 3400 PS CO 0
' I SOLID CIINCRETE .;~`r)r'r;%vsi ~"'.;.jc;:':., LOCATifV(i WIRf TABLES W-10 AND W°ll FpR -¦-~-----8' PAVEMENT-•-•- 6~_ 6' SHOULDER SHOULDER DITCH w#m& 0
SNAIL BE" USED AS FDQTING FGR '"y"`~°°~~ AREA aF CI~NCRETE REQUIRED. 2" $a. NUt ~t.81?'•?'^rr' S?')''Sra°v~' 36' MIN `?,':'))',v",`" DUCTILE IRdN PIPE, ri)~u,,.) . L. 0a Go
5' FROM EOP 0 awsom
~:::;;':^~~ti.:~'~. >;)'%?F'r,:~~rr^`' vAGV~ sax NoT ro VALVE aoNTACr warER PIAE CASKEF :f~?;:.j~;~.:;~ ;,v:i',• tANN NOR VN.Yf f LANCE FT, 1/4" PER FT, 1 PER ~i,.',1_R r r' 0 r".~+~'r.+t :'~+i~.+se'.'.t"GS .+e+Q 4d..+.+. r l"' ^w.'"`"""^"."w wu;,~m w""h~.~.1
r lY' TANAED BACKfItL :';:~'ti;;'•~,a?°};y:v M.J. FITTING 5" !i?:y,.i??li.):R.i.;;~i)i~ii;.... ;:(~:')'"{;i;;`,•1'r~i:"i:,.,,':::%ti?'r
::?:'re:,:)rrr;%{~;it.;t;•ra%)~,^ 'Y'4:{Si~f~f"r?;i);'~'rj~r,riv;:c~'•l G. ''';??'nyri,ipi+,rrf;vi?n:w.s)A ':.`i.;^.)Y.?;~:,'.,i'~iY:vi.~r:i~:,ik^%?%v:. ~ s 4 o of
5 1/2"M5 5/5. :ri8t!.):;;;.y ~ ;...y. ...?:r;;;:;'-)r~::;::n .p . 1 n • ~ ' ' ~ cur rrrJr. OVER FILL ~ ~"1. 0 a
MNN VAt.VE M~dN . v. ; ~ ..w SiaNgAftp ~ • ' 0 0 tiU SECTION INSTALL "BLUE BALL"
VALVE 60K .p, • • 4 • BOTTOM SECTION o • . ' ~ Mp N SECTION t~4AGNE1IC LOCATOR
r::N:'~(A:t4.'i~:~:'.ii~yyY; .rN.'%.'.:~; f.'.. :i;'::'::'t.'~~......~, A ~ •b'•' :;:,i•..isi':.y~~ix{:r:~..v,{:,iury{k}Sir:4, iii'y:i,'r.'.:?;:;tc:ivn;;'";'r{~yv~:'7:::'Sii'~::'.t... r V, . O. a• .D.'P :!t'r~.iatii:•r i't.,. .,:.:b':rr' . 't:};.:, ,:/,..Jr~te.),;:.v;e:':r' •p, .,:n, yr', iviit'v; rt:r•, •...r'.. s+ii^..e:~ ;.:x:,v::u:zv:'':'r Q . ~ 1OO' fNTERVAlS WA`~R MAIN 12"w18" BELOW GRAgE
•:.t:r::t;.~ tynv.:r r.itr.,.rt•}: .iuf.. rra........r.;.. map.... .i ~ ~~~%;;:VL;5%y}'•t??`~'t'`~tr':i..: 1"'t'v::i;.nr;,;r.r;; arrl•'r,•i`EryY.~.i:''';? •:,:.4?iii' ' "i?',rrti:a•.~.:,,,.,r~.:;7~h{er'.,t,y'nr;r::.~di:%:?i"&•iiii•'{;:'{arl,^' . P V.':il.YrNY.frlS~M1.t~:'(.'~': ~r'ji:'.'.1.:1'.'~NI~CV(!r!r%: ~r ~.t.Si::~.'N.:M1I'.%!r. ~y ^.YI,Ft':~\71.~i.:'1%~'/,t.:;lrYrYn;':l.yf"A1';l111:1:.~Vf~~r:!' ' \ . WkTH 14 GAUGE
.F' ~ jY ~ T~pE~ TAPPING SLEEVE TRaC~R WIRE
.M
1'^1 C1l
N4 SCALE NQ SCALE N4 SCALE 'r
a r . s
M r ,Y
M ~('1
N
O N
O
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0
0
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N0. DATE REVtS10N DESGRlPAON
U 'ON DESGR1P710N BY
w
w

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c~ ~ l „xK,,..~ , Mme,. 1 ~
~ ~a 1
. ~ a d- jjj
l Ra NY RAN; A EM LY t ~ ~ r
rx ~ A P ~ Y A~lT ohs ~~i> ~ ° ,
a s v w~ Ida { 6 L ~ 5 G ATE ASE 64Y D ` C o-~ ~ ~J
v~ ~ox~ ~ 6» PLUG I ~ ~O~ \ ! ~ r., *Poo
'"f AND BLOCK ~ ; ~ f ~'1.,~~° ~ L~.._[1~' 4~~I `~`~'>i~l_~v~j'f
r, ~ Y4_~TM r.,. " / e k ~ 'w"'"n`.w+wmw.w. Cu'M ~ ~
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„ t ~

4 , `i t ~ ~t - 6" VALVE X O' ~ `~r~ ~ 0~~0~ 4" PVC, WATE`R~ ~
1 r~, ~ k ~S ~ b ~ ~ W/BOX v- ~ ~ ~1 Q Q ~ ~ 0~ ~ ~
~ ~ _W' p~' 0 O, ~ ~3
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~ ~ _ A , . ~ ' a ~ ~ off,
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" S
m ~ ~ ~ _ ~ 1 ~ ~ N
~ ' a ~ ~ 9 ~
o A 'p ~ ~ ~ ~ ~ ~~a 1 ~ is 07 , ~ If N 2" BLOB OFF C «0
~ ~ ~ p a c ~ L j x,' ~ ~ ' ASSEM~
- ~ ~ ~ ~ mil' ~J , ~ r v f
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~ ~ ~ - r 'Q~("~ ~ ~ t a ~ al
ti ~ S r, ~ w yd"; ~ ~ \ ~ ~ -'-fir u
C'~ h ~ a ~ '
r ~ ~ .1 ~ r : A - ~yC? ~`yG> Off' ~r 415 A 16 4~~
E. ~ ~ , . . di

GRAPHIC SCALES STONE C R E E K
1
• PVI STA = 3a+I C I R C L E = 30+00
PVI EL~V = 42fi, ' = 426.50
A.D. = -4.5a 1 = -4.50 xoxizorrrnr,
~ = 4.44 4.44 ~ Bch = 50 f~ 5 D 2.5 S 10 15
LOW POINT ELEV = 420.30
UC LOW POINT STA = 11+10.70
~ l~a P'aINT E~.EV = 412 3~ ~g~°~' PVI STA = 11+00 o ~ 1 inch = 5 f~ pVl ELEV = 420.00
La PAINT 5 = 26+3 .71 0
5~T ~~~~a~_~. A.D. = 2.54
PVI ELEV = 410.Oa ~ ~ K = 39.30
A.D. 7.7 a
K = x.96 100.0' VC co
~,.~..w...~m.....~ ~..w..~..,~.._~a~ M..~.~....w.,.,.,,,~.,~,.a..~.~ µµ,~..~.~.~..~.._,r ~...~..~.rv~..,~ _.~M~..w..uM~~w~.W,, ~~W~ ~ W.,~......, ~o ,
- 0 0 ~ o co E0 swam L.
rn N o ~ N d- + o `n MNNION
ta ao o ~ to N ~ d- 0000
M q0 U7 W
N ~ Op U U (n W ~ W U C,2_____ d R m m W ijilk u 0) r. FJJL 04,00
U) W L.
Ul W ~ U U w z
> > U U a C~ U > 1 u
~ ~ W W ~ ~ 490 1.
~ Co c
420 PR p 4 ~ q.' MIN OVE 00 ~ p
to W CO
U U > > 2- o~,F4~~~DP~ wA ER pVC A1N
1~, m m 9 ~ 1.6 ~ 1N NGD T HEADWA L CIJ
M~
P 0 o L. s: ~ co
V G ~ ~ A 1 _0 : I
.~H,~ mar LL
i
~ 1 °e°`___---~- ~ 35 F 36'~ H PE 410 - ~
z ~ o ~ 2.69
~Q = ~
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f1~TIIl~ E'.L~`T~ ~ M z
4L?5.0(J _ \%~owlll U1111111
°wr`_ h N O~ c0~ OM NM t0~ i~ ~O ~ NtCY:
~~rn~ f~ N~ O~ 00~ I~~ Imp o0~ ~i O~ N ~`~r
~o~~ ~ dN- .d ~ dam- ~ d- ~ d~ ,d d- ~ d- ~ d~ dN- ~ 'd' ~ ~''d- .
_ - - - - - . z-~ ~n e ~ ~m
10+00 10+50 11+q0 11+50 12+00 12+50
~ ~ ~"~zo ^~5 ,fie `~M `!I tip
~
W ~NZZ
n ~ _ N ~ . 1'~ ~ _ _ ~ _ c0 6i N 00 ~ 6~ 6~ ~ c0 N ~ cD ~ c0 N 00 r ~ 00 ~ ~ O ~ p~ M 00 ~ c~ N t!~ ~ ~ ~ to ~ 00 ~ N r' I~ ~ 00 ~ O . r7 . 00 1~ to to d- r~ 00 tf? M ~ ~ ~ 00 t+) . O oQ 00 rn N C3 M d' ~t r~ ~ O ~ 6i 00 i~ c0 d- N O 00 CD c0 I~ Oi O~ O p~ M to h 6i O CV MJ to c0 P~ Oi ON ON O~ OOC .M .h .tC:
V O~ N 00 N N I`~ ~ Cfl ~'n N ~ c~v tO N r ~ STORM DRAINAGE CALCULATIONS
~ ,d, d' ~ rt' d' ~ ~i- d-i d' d' d' ~h d- ~I' d' ~ rh d' ~t d' ~ d'~.~ d' sh ~t d' d. '~f' ~i' mot' dam- ~t ,Nd- dN- dN- dam- dN- dam- dN' d _L____. .w _ r ~ d- ~ ~r ~ d- ~ d- ~
PIPE DRAIN AREA C 110 Q, CFS SLOPE n DIAMETER VELOCITY FLOW DEPTH DISSIPATOR
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+5d 28+00 28+50 29+00 29+50 30+00 -F 00 30+50 31-I-C 1 66 AC. 0.6 7.2 285 1.5% 0.0'12 (TWO) 4$" HDPE 16.65 FPS 2.58' L=40', W=12', 23" CL C STONE 27° THICK
2 20 AC. 0.6 7.2 87 1.5% 0.012 36" HDPE 14.28 FPS 2.41' L=24', W=6', 13" CL. B STONE 22" THICK
NO. DATE RENSION DESCRIP7IO ION DESCRIP77ON BY

ca ~ 'ti ~ f `w'1 ~
~ ~ ~ ~ ~
~ s~ t ~ w
S ~ r pool
ti ~ ~
~ / ~ ~j 6" BORE AND JACK r~ ~ d ~ a -
+,~.8
( 12" MIN CASING PR M • RANT ASS M L ,ro r ~ ~ _ ~ ~
~ ~ 1~VE_
PROP HYDRANT ! ~
~ 3 ~ ASSEMBLY dti ~ c~ ~ ~j 9 ~ "^w~ kµ,
X b; ~ ~ ~ ?''x ~ ''"i r ~ ~ ~ ~ ~ ~ ~ ~ M
s/ ~ y . x 4 ~ M o
O t ~ 3N ~ ~ ~,ps~` ~ ~ off, Pon*
~ { ~ y b
y " Z 4 ~Vl~ 0
ti y ~ + M ° Q Q 4J 39
~ ~ ~ ~ ~ ~ 1F X 4 T E T
~ O c~ f ~ vx "»a " .raw, ~ ~ Ca ~ ~ 1
4 O ~ \ ~j to
00
~
~ - ---a-~ . ~n:~. - ~ - _ C W TER ~ w..re f ro ? ti ~ ~ w ~ t~J r "
~ q ~ b
3 ~ r ~ ~ M a ~ a
c ~ 1S
~ ~ C~. ~a' c'x Cam;
~ ~
00
l 6„ VALVE os+~ 1; .tb'M ~NO1S~~~180~ W O 00
1 ~ _ ~ ~ .M, kf)
8" X 6" TAPPING ~ ~
lWnd SLEEVE AND VALVE
6Z ~1
PVI STA = 12+00
PVI ELEV = 436.00 COBBLESTO A. D. = 1.04 1
~a o z~ ~o aaa ~~o
K = 192.77
HORI~ON'PAL
20Q.0' VC 1 inch = 50 f~.
~ 0 25 5 t4 15
o ~
o a
+ of M VER~CAL 1 inch = ~
d'
~ Lij
PV! STA ~ 18+00
g1 ~ U _p~,. "`m VIE
A.D. 1.25 ctj
440 _ ~ - ` ' X 49,' ~ d~- ~ A ,c
> > PV! STA 22+0 0 o) o
L~ w
PV! ELEV = 421.00 F OL6 o
O - _ T.. ~ U") 0 o A.p. = -1.45 ~ ~
u_.......a. Q....~L
CO t0 N UJ 0) o
r
~ ~ t!i 4~ IN C m ~ w . PROP GL RADE ~ ~ a U ~ ~ (1) 0
> ~ ~ ~ EX GRADE ~ + cv co c
430 _ _ _ .tl.v.i. _ i ~ - ~ r~ ..34LT~ ~ ,..~m.. .w.~.... Cl) ~ o
APP OX OCA ON ~ d- + N CO Co
I EX W TER AIN . , cv ~ w c~ Q
~ DEP~H U KNO N U U Q ~ ~ > cn w C 0§ C: 0 wow
w U + ao w v EX CL RADE > > ~ OE co
~ _ ~ p
0 cn w 6 ~ ~ EX GRADE E C,~I U.
. H DER /~A1 .,moo ~ ~ ~ 30' R ihrr Mi"
420 _ - _ I
s
L42f.~C
N CA
1
410 _ _ - - - -
r 2 62
F:^$ pY ` g 3 pp.~~ ~~'•y1~ rr {1!u^/V\'~,i ~~"f
I r
_i
400 _ ~ _ _ {F
Y
«I«YMlilylYlYr~M~ W Yi~iYY¢
{ co r ~r v7 ~ ao cfl ~n c~ cv o 0 0 0 0 o a o ~ t'')~ 1~`- O~ ~t'N 00 d-~ O~ M~ ISM 00~ I~~ to 00~ ~ (A N~ tn~ ~t'~ tD~ OJT MN Opp tt)~,,M.~ N~ t~ .t0
~ .I ~ ~ ~ O ~N ~ `-N NCO `-O tn~ O~ to ~0 M tC)~ 67 i'~l~ I'~ rf'~ c0~ O I~~ 0~ t+~~ hl 6i ~ 0 00 ~ ~ I`~ ~ h ~ c0 ~p ~ ~j to ~ ~ ~ d' ~ 'd- tM N ~ N ~ ~j O O CSi Qi p ~ 00 aj o0 aj h I~ ~ O ~ O c0 N 00 rt 00 to t~ O 00 tt)
dam- ~ ~ ~ d~-~' ~ ~r`~ ~r'`~ d'~ ~M ~r+~ ~r`~ d~-~ ,~'r~ dM' ~r~ d' ~M d d' dN-M ~ d~-N dN' dN'cV ~ dN-N N~ N~ N~ N~ N~ N`t N~ N`t N~ NM N~ N~ NN N NN N NN N N`- N'- N`- N~ N~ N~ N~ N~ N~ N ~O I
~ ~t ~ d- ¢ d' ~ ~f- ~t ~ `f' ~ ~i' ~ d" c~V~ 'd' ~ ~ <t ~ d' ~ d- C' ~ ~i- d' d- d- ~ d- ~ 'd~ ~ ~f- ~ d' ~ d- ~ mot' d- d- ~t d- d- d- d' ~ ~t
NO. A R ~ DES6RIPTION "ESCarPTIaN BY
10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+5 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+5Q 22+00 22+50 23+00 23+50 24+00

\ \
V
U LlTY ND ~ ~
\ » PROP. 8 X 6 TAPPIN G
--~-~-PR4POSED WAT ER LINE SLEEVE AND VAL ~ VE
~ 0 s~ ~ ,p
~~~-EXISTING WATER LIN E ~ o ~ 6 DORE AN D JACK 12
O ~ y ~ ,Fo ~ MI N. CA I SNG
PROP c~ OSED FIRE o HYDRANT A,>S ~ EMBLY Y qn 9 U
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PROPOSED car E vALVE WATER MA ~ IN
~ ~ ~ ~ \
PROPOSED BL OWOFF ASSEMD LY ~ E
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PROPOSED T APPING SLE V EEAND Q ~ M ~ ~ ~
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PROPOSED S ERVICE • ~
a ~ ~ ' : PROP. ~ ~ ~ vALVE a
~ ~ ~ ~ t% 4 WITH BOX ~ ~
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Lots 1 ~ ~ / y,- °20,145 sq. ft. ~ ~
A~ ~ ~ ~ A.
4 t / {4 ~o C) 00
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1 } f y E~i~d: ~~69~~9~22~5 ~ 2,01 sq. ~ ~ ~ ~ ~ /
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d ~ ~ ~ ~ r / ~ / S~ ~ / ~ a~, ~ /r f ~ ~ u , 0.53 , Ac.
f ~ ° ~ / ~ 1~ Of~~N ,SP ~ ~1 I ~ b / f , C/
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9~3.~~ Ac~a~~ u, r "1, /
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of 5 ~ ~ j ~ch~: ~~s~-~~~~~~~ ~ ~ ~ ~ ~ry
d
s ~ ~ ~ Lot 1 ~ r"""~ !
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Ormeu: Kohn, ,isny & fJizaboU1 C.
e „»kf ,,k~'f~ any/, ~ d3 ~ ~ P' a~, 1a~ Rit~1: 1881-~-2752 Timber Eeta4ee B
~ ~ ~ t 23`~~.6 s .~'f 2 ~ ~ \ Geed Hook/POga: tb28/20ti 9.95 A~~t
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9 ~ ~ ? I. ASSEMBLY ~ 4 `V +w
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x `t~.~ Aa._ ~ ~a ' QP~N SPaGE ri~r, qc C € yA ~~r~ a.
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z~~ ~ 0 ~ , tat~~~~~ 9.~ Acre NOTES: N
t< 1. BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY
i p a Gi~r~' ~Qp ~lll ~i~r.bar ~~ta~cr~ ~ I,ari MURPHY GEOMATICS, RALEIGH, NC. A
2. DESIGN OF THIS DEVELOPMENT WAS PREPARED BY EDENS
Acre 1i~b~r 11 ~~=~irw~:
,~~~r, ~dci4i~c~ ~.#~~b~~ ~~n3rr~. ~M~~ GRAPHIC SCALE ENGINEERING, RALEIGH NC. THESE PLANS HAVE BEEN REVIEWED AND MODIFIED WHERE NECESSARY FOR SU6ITTAL
~d~~s 3~~~~73~^7~~~ t~'3~f9~B~C ~6~~1 t0° 10° 2{ TO FRANKLIN COUNTY PUBLIC UTILITIES AND TO THE NCDOT.
~ . . ~ THE PLAN HAS BEEN APPROVED BY FRANKLIN COUNTY, AND
~~~~rlf~: t~~^~~ ~ ~ ~T ~ BY THE NCDENR FOR A GRADING PERMIT. CERTIFICATION BY
C\l
i inch = ioo r~ CROWLEY & ASSOCIATES, INC. IS GIVEN FOR UTILITIES,
ROADWAY DESIGN, AND STORM DRAINAGE DESIGN ONLY.
N0. DATE RENSIINJ OESGRIPTION W DESCRIP7TON BY

•
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SUMMARY INFORMATION ~ `~0 ~
. s ~ or. Q
~a Lot 1 ~r- ~A s ~ ~ . ~CR Z
DEVELOPMENT NAME: Cobblestone Subdivision Q 20,145 sq. fit. o p• \
STREET ADDRESS; Tarrbaro Raad q. ,w ~ ~ ~ ~ ~ 4=1 0000
~y ar / A
PIN NUMBER; 1861-89-2286 Lot ~ ~I~, 1~~~-~~w
2,019 s . ft, ~~s ~~c~„l~~g~: ~.5~~ r q
ZONING DISTRICT; R-40IW p X~~ qM ~ ~ / ~
~,0 ~,6. Ae., p A / ~ ~ OPEN SPA~~ • , ~ Q
STET AREA:17. S 6 Ac. ~ e~©~o ~ of 3 ~ ~ ~ ~
~ r ' ` 0 646 5 . ft. ~ q ' ~ /
PROPOSED USE: Residential Cluster Subdivision r
TOTAL NUMBER OF LOTS: 19 ' 0.~3 ,~c<~'~ ~ a ~ ~ Qp~~l :SP
PROPOSED DENSITY: 1.08units/ac. Cds~r. «~f~i~. R 'C~ Lot 19 0° ~ ~ ~ ~
0,424 sq. f . ~ ~ ~ .r 4~ c ~ ~ arc. °°i h' r /
OPEN SPACE PROVIDED: 3.$0 ac. A~a~ $ ; tti ~~r1 7a fr, ~
~ J ~ r Lot 4 ~ . ~ ~ ~
ALLOWABLE IMPERVIOUS AREA: 2.11ac 12% maximum Lo 18 ~ ~ 2,347 sq. ft, Lo 18
2fl, s . ft. IMPERVIOUS AREA SHOWN: q t~ sq. ft. .1~
Roadwa s:1.14 ac. Y r , W ~ `f~
.R tlV Lots: 0.97 ac 2 223.85 s~/1at ~ .O~ V
Lot 1 r ~ 0 f
APPROVAL STATUS; This l 2o,osp q. ft, ~ an was a roved b Franklin Coun Plate p Pp ~ tY ~ ~ t~~~i~ M}I!, Asa ~ ~ bs~'u~ 4
~ and Ins ectians ~anu 12 2006. ~ sj~~g~ 1~~a~
~ ~ A Land Disturbin Permit was a roved b the NCDENR ~ PP Y ,267 sq. f ,
March 24, 2006. Lot 1 c~ ' ~ ~ p
2Q,085 . ft, c`y ~ Q~ cv ~A ~
. ~ OWNER, ,r Q' 0 ~ ~Qi" ~'re~y'Ya ,~rid~3~G !'~'d~~ . r dp' S P"1~ye RCa`Ji"""~i5""'ei/F,V43 co
Four Wind ~ F s Devela meet ~ , V r r~r ,"a S' ~
Micha 1 w / e Zones Lot 15 ~ ~ ~ v' 1 Asa np . r 4 cO 0
1304 Paddock Drive Suite FW 103 2o,~s4 Sq• . 4 y ~ ~ . > ,f~? , Cd
a ~ Lot Ralei NC 2 0,196:s ,fit. 7609 ~ ~ , Lot 0 , ~a ),196: s ,fit. ~ C13 00
~ ~ ~ ~ 919-342-8164 , a k ~ Lod, 024 ~ ft
O 4 a. , ~a 35.0 ~ .tip ma -C CO > tr#
` ~ ~ Lot 9 ENGINEE r , fi R. ~ , _ _ o ^~Z`~395 s .fit. ~ti ~ ~
ti q r' Crowle & Asso 'at , L. / t . 0
cx es, Inc. Y 4 p Z.
0 Sauth M ' 4 196 a~. txeet Suite 122 ~ ' ~ , ? q c
Wake Fare t ~ - , , . s NC 27587 l ~ ~ r 1r '''J) 4 ! 0
919 562 8860 r 421 , ft. q

' x_..- r ! / ! jam, ~ ~f_ / `Z.. . .
~/'r ~1 ~ , y~~
. ! ~'l1~ i ! Qwn~: ~'ai~y. ~tuc~pN
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~~~t~~~~i~. ~~s~~~~~
p!, R1P AR ~ xaros / i.~ning: R-4p LL
~ ~G ~
~ Lot 10
31 56 ,4 sq. ft. f ~ \ \
b````~,
~ °`°.o
Qwiner: Keitty Jerry &
1~~. ~er~~ Lot ~ 4 ~ , ~ ~ 1~~ Lot 11 ~ ~ EI)xabath C AIN: 1ffi6i-88^2752
~~.r~~ ~ 24,941 q. ft. ~ r~b~r 23,496 s . ft. 2 ~~~a q ~ ' limber Esfa4oa 8 tleed Baok/Aaga 1428/2Q$
a ~ ,~`l• ~i ~ sin+, 1.3£, Rcrea Znning: R-4{1 1~ pny ~f1f1
~ / ~ r \N``~,~~ttttltt;t t f if 111`1
ess
Lot 12 29,130 sq, ft. R i
_ A ~ 4 A/r V f wr W" $ 1`
r
r ~.~#9 Lot 13 ~ ~~~~r~ , X41 EL A t~t~vX"A
21 294 . ft. ~ ~ ~ q
R gC
?'f•?
0, 45 . Ac.
OPEN ~~AG~ ~~r: ba , ~ ~f~ia Y } P?~: 11--7f£-~~~~
` Ti~nb~r Ai&5 p~~~ ~c~4~jPa 111 ~1~ ~ ~ NOTES: 2
. 1.22 ~cr~s . R ~~ninc~; 1. BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY
C~:~az,~~. ur~~~; z~,m~ ~ h~~l~r~~wl MURPHY GEOMATICS, RALEIGH, NC.
2. DESIGN OF THIS DEVELOPMENT WAS PREPARED BY EDENS
'f~nats~r ~~t~~ 11
~t>~ 1~ GRAPHIC SCALE ENGINEERING, RALEIGH NC. THESE PLANS HAVE BEEN REVIEWED AND MODIFIED WHERE NECESSARY FOR SUBITTAL
f`~x~t~~~s; l~E~l~t~y, i~Ehr3if I~tg: ~~~J t0° 20° TO FRANKLIN COUNTY PUBLIC UTILITIES AND TO THE NCDOT.
i€~t~~r;~' ~:~E~af~~ 12 ~r~ra~i ~ca~~~a~~: 41~?zl~b~
~~tf~.g: ~ ~ ~ - - ~ THE PLAN HAS BEEN APPROVED BY FRANKLIN COUNTY, AND - 0 z
BY THE NCDENR FOR A GRADING PERMIT. CERTIFICATION BY ( IN FEET j CROWLEY & ASSOCIATES, INC. IS GIVEN FOR UTILITIES,
i inn =loo p~ ROADWAY DESIGN, AND STORM DRAINAGE DESIGN ONLY.
N0. DATE RENSYON DESCRIPTION ?N DESCRIP77ON BY

CONSTR Cf~B ~U FRANKLIN CO FOUF, WIN M ~RUCT~ON DRAWINC~S % FOFZ ~
SITE
1
IM A P
6TM 56AALE
CBS ~ v L~S~OIV E "~bT~ BDIV~ISION
:OUNT~', IvIOR-~~H CAROLINA
NDS ~EVE~OPMENT
MICHAEL JONES
13~J4 PADD RA ~DOC~K DRIWE, SUITE F-103
4ALEI~H, N~ 27609
919-342-$164
~'4 9 200 J
TABLE OF CONTENTS 44t$r4 FAR_
4w~%Jy
SHEET DESCRIPT CO COVER SH C1 SITE PLAN RIPTION
2 SHEET
LAN
Crowley ey ar~d Associates, Inc C2 UTILITY PL C3 PLAN AND Y PLAN
AND PROFILE
Professional Engineers C4 PLAN AND
AND PROFILE
_SHEET
1906 Sou Wak youth Main Street, S ~llte 122 1 D1 DETAIL SH ~2 DETAIL SH Take Forest,ldlC 27587 , l~u,,~~' ;
.SHEET
""~~?E[iip~~„~....
919-562-N860
Date:
Revision Da[e:
Job Number: 0601