20061925 Ver 1_Site Plan_20070228

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_1 ~ ~ 7, ALL CONSTRUCTION AND MATERIALS SI ACCORDANCE WITH TOWN OF FUQUAY- MATERIALS SHALL BE IN STRICT ARK V OF FUQUAY-VARINA STANDARDS.
rti o~ .a CURB INLET
. ~ - . r ~ W~ J' I ! Z. ALL WATER AND SEWER MAINS WITHIN AND RIGHT--OF-WAYS SMAL1, DE pWN! MAINS WITHIN PUBLIC EASEMENTS MAT HALL BE OWNED, OPERATED AND
~m._ . R sr R MIN . 0 M DRAIN A TAINED BY THE TpWN OF FUQUAti VN OF FUQUAY-VARINA. ARK
f ~ 1 ~ / 3. CONTRACTOR SHALL VERIFY LpCATION UFY LOCATION OF ALL EXISTING
~ FLARED-END-SECTION UTILITIES PRIpR TO CpNSTRUCTION, ISTRUCTION. 1 150
O TEMP®RARY DIVERSION DITCH Pvc WATER MAINS AND sEWER FORCE SEWER FORCE MAIN SHALL HAVE MRPH56--EC
m u TRACER WIRE AND TRACER WIRE TEST ER WIRE TEST STATIONS. TEST
e STATIONS SHALL BE LpCATED AT 4p0~ sILT FENCE AND SMALL HAVE MARKERS FpR EASE BATED AT 400-FOOT INTERVALS
DUCTILE IRON PIPE MAY BE USED IN ERS FOR EASE OF LOCATION. ' BE USED IN LIEU OF PVC.
~ INLET PROTECTION sEE TOWN srANDARDS,
,.6 ~ e off, e SB-1
. ~ . ~ w,, ~ ~r~ ~ ` ~ r SEDIMENT BASIN ee4 u ~ 1 ~
i 1 \ \ e
~ U N. a ~ \ \ ti ~1 e e RA G V~ N EL Co STRUCTION _ ~ e EUR~G~ S 11 r,. .,.,e 1 ~ ,
W......__~,..,~.~...,~.,..,_..q....~..,. ~ ~ / I A Jay y~ y~^ ~g7yp~.g ~ / ~ o t y ~ r ~ ENTRANCE PAD .~4.._._..~...~..__...__ ..~.._.~.....,.._..w~......~.~.._____w..~_...,...._ f m< ~ r I B~O:M. RG. 8.~", 1 CA~.EB l KNOLL S D ~ ,
t ` ~ / LANE/'IVVCS~IVICIVI rf~VrGt1~~'i"'L.~.:V. r«- ..............-°'`r ''r ~ ~ r- / i 8,6.11$05 PG.425 ~ Ce- ~ , e ~ D.B.953 PG.218o LIMIT. of DISTURBANCE .~.~..-M .....m_ . ~ ~ ~ e i e e ~ ~ _ .M. 00 PG.385-386
1 1 ~ _ _ ~ ~ ~ ASS . ? . ~ I , 6.p.M~2~II6~" PG:1~3- ~ _ ~~''9s , ~'s ' ~ ~ ~ a e ~ T'RIBUT'ARY TOTAL Qro :SURFACE AREA BASIN SIZE e ~ ~ \ o - 0 TREE PROTECTION FENCE SIZE STORAGE WEIR
t 1 ~ s LpNEQ R-4p r34 ~ e i r e ° _ ~ , c ~ BASIN NO. DIST: AREA CFS REQ D SQ. FT, e, , o a ~ r t L W DEPTH r..._..~ ` ~ , a o e \ , LEVEL SPR A R _ _ _ DEPTH * LIFE LENGTH
APPRQXIMATE MINIMUM ~ ~ i ~ _ _ ~ r 1 o0-Y'EAR FINISH FL40R - ~ ....1 ~rl I 1 t f t'""' / r ' t a~ o a e ~ ~ SB-1 1, ' ~ w. e e ..y r 03 4.13 9.3 4, 046 .116 35 3 ~.w ~ _ _ o-_... wn.. _.~v NEU _ 3 1 YEAR 10
? FLOOD ELE:1/ATIONS ELEUATlpNS .ZONING ° ~ ~ d f ~ i ~ _ ~ e ~ ~ r SE RIPARIAN FF _ _I. -a - ~.erl SB 2 1.08 1.96 5.5 2,393 80 30 3 1 ~ . , _ _ _ _ 1 YEAR 10 .
0 f ~ ~ ~ 2 418.47 420.65 -ra~v Z ~ t ~ ~ ~ ~ 5B-3 1.15 4.12 9,3 4 046 116 35 3 ~ i , , , ~ ~.w..._ WETLANDS PROVIDED Y _ _ _ 1 YEAR 10
3 418.47 420.65 , t ~ ~ ~ ~ ~ ~ ~ i < ~ B _ _ _ _ _ r ~ ~ ~ ` r ~ ~ ~ ~ , , . _ u' ~ , F * ~ SB-4 1.77 2.08 7.0 3 045 102 30 3 a ~ ~ BURDETTE LAND CONSULTING _ 1 YEAR 10
~t e ~ 11 421.70 423.73 ~ ` I t ~ ~ 1 ~ ~ ~ ~ ~ f _ e ~ s ~ e e ~ ~ r ~ a ~ ~ SB-5 0.48 2.49 5.3 2, 306 77 30 3 . , 1 YEAR 10
12 421.70 423.73 t I ~ \ ~ ~ ~ ~ ~ ~ ~r t ~ ~ . ~ ~ _ ~ ~ a r ~ ~ o~ ~ ~ r, S8 6 1, 60 4,:99 12.0 5,220 .131 40 3 1 YEAR _ 12 ,
.n. 13 421, 26 423.39 ~ ~ ~.t~ ~ , ~ t ~ ~ , r / \ e t t ~ ' , SB- 7 1.82 4. a , ~ e° e o e 69 11.8 5,133 .129.40 3 3' _ 1 YEAR 12'
I ! 14 421,26 423.39 I ~ ~ ~ ' ~ ~ t ~ , ~ ~ t , o , ~ e ~ ~ ~ ~ , SB-8 1, 37 1.37 5.0 2,175 87 25 3 1 YEAR _ 10
15 420, 32 422.32 ~ 1 t t ~ ~ a ~ .,...1 _ _ ~ ~ , ~ f ~ r\ a > , / -e ~ SB 9 0.36 0, 36 1, 3 566 38 15 3 " 1 YEAR 10
_ _ _ 1 ` 1 \ ~ firs..., r 1 ~ 16 420.32 422.66 t ~ ~ i~ ~ ~ 1 e ~ - - e ~ ~ e ~ ~ ~ ~ e ~ ~ w.. r ~ w ~ ~ e sB-10 0.60 0.60 ' a ~ e f - I / > - ~ _ ~ v , ~ ~ _ _ 2.2 957 49 20 3 3~ - 1 YEAR_ _ 10~
~ I k' a rt ~ ~ I ~ ~ ter. ~ 1 r~ , s i, , r , r I . , ~ ri ~ ~ ~ , , t a SB-11 0.41 0.41 1.5 759 44 15 3 f _ 3 1 YEAR 10'~
17 420.32 422.32 ~ ~ ~ ~ ~ ~ ~ ~ ~ J ~ f ~ e e , r t / It ~ _ 1 r' , ~I'~~ a n ~ SB-12 1.11 1.11 4 3} 1 YEAR_ 10
18 420, 32 422, 66 ~ ~ ~ ~ ~ _ 1 e ~ .r, r, ~ ~ ,w, ~ ~ P I ~ ~ ~ , , g ~ 4 ~ _ . 0 1, 740 87 20 3 _ _ _ I I ~ ~ ~ ~ ~ BR ANT E. KE TH, A~, , , ti ~ ~ e SB-13 D. 51 0.51 1, $ 783 47 17 3 1 YEAR 10
19 420.32 422.66 ~ ~ _ --M~ , ~ ° ° ~ ~ 1 ~ ~ ~ _ _ . L., Ia.. ~w 1 ~ ~ 2 C 0 DEW W, KEI 4 ~
20 421.26 423.39 ~ ~ ~ ~ - - ~ TM.. ~ ~ . ~ ~ _ ~ ~ ~ r~. ~ ~ t , ~ ~ ~ , t e 6NSTRUCTO ~ f r ~ ; t ~ J 2 ` e e \ ~ ALLDWS 1 F1: FLDDD 5TDRAGE / 1 , ~ ~ J ~ D.B.3130t PG.255 e \~,e ~ ~ ~C- / I NTRANCEjP D~ 4 r rt, m f ~ ~ ~ a.~ , ~ e e e ~
_ ~w.. 21 421.26 423.39 ~ o ~ ~ ~ ~ le ~ I / f 1 I t~.0,M.19~2 PG.571 \ ~ e`a ~ , , ~ ~~a , ~ SILT F ~VCE I ~ I R.-e30 ~ ~ ~ a _ - a
22 423.39 ~ T ~ ~ , ~ _ ~ t , , ~ > a , r ~ ; ~ ~ I ~Y~ I t , a e ~ e ~ e
23 421.26 423.39 ~ ~ ~ ~ r ~ - ~ t ~ ~ ~ ? ~ e ~ r , ~.M..m
24 421.50 423, 60 ~ ~ ti _ - - ~ _ ~ a - - ~ -1.: ~ ~r ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ -~t , r _ _ _ , I~_ ~ PROPOSED 1 - ,_..__a.~~ _ . _...._.m._......~w.
25 421.70 423.80 r - - , ~ ~ ~ _ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ( ~1\ ~ y w,b ~ t ~ i .r " ? A ^w' ~ ~ ~T ~ ~ w' .....:awl ,,y \ ..w PIP ~ / ~ _ , E Q1p FROM Quo TOTAL DIA (IN. & LENS N.) & LENGTH SLOPE CAPACITY
4 , t, ~ r l ~ :FROM TO ~e } ~ ; , ~ , , ~ ~ A AGE~AND , a~ ~ ~ No. IN ' IN PIPE CFS F ,f/> LEVEL SP FADE r A . _ LET CFS MATERIAL E, ie 1 . .4 _ _ _ _ 'RIAL (FEET) (q') (CFS)
~ fi,, - ~ ` ~ ; R~ ~ ~ ~ , ~ ~ ~ _ a _m. P-1 ;FES A 3, 0 3.0 15 RCP 72. RCP 72.00 0.50 4.6
olss~PAraR siZE _ f ~ tl ~ r e . ~ ~ I ~ ~ - a ~ _ ~ r~, ~ ~ , r ~ / ` ~ ~ P-2 FES B ~ ~ i ~ ~ 2, 8 2.8 , 15 RCP 60. RCP 60.00 0.50 4.6
V; o EkIT LEVEL ? ? r~ r ~ i ~ r ~'°°l , . ; : , - ~ 1 I 0 PIPE ND. FPS 'CLASS SPREADER ~-.-r ? ~ ~ f ~ r ~ ? ~ ~ / , LEVEL R DER : E p / ! r ~ o - 1 , I I I ~ / a ( I . ~ -t \ P-3 : !7 A 1.1 3.9 1 ~ RGP 31. RCP 31.00 0.50 4.6
L W DEPTH 50 _ _ J I E~.~ r e ~ ~ ~ i - ? ~ ~ f r ~ P-4 A C 1.1 8.0 15 RCP 36. RCP 36.00 1.53 8.0
P-'S 6,6 9 5 22 8 6 104 _ , 1 I ~ ~ rl~~~ ~ Ir , ' s a i. ~ ~ ! ~ BRY T E. & BARBARA J. _ / KE~'H ET AL P-5 C F ~f o r \ e ; - ; . s ~ a . ~,1~,,I ~ ES 0 8.0 18 RCP 160 RCP 160.00 1.00 10.5
( 1`d / e P-9 56 15 12 22 B 6 f i I ? ~ , ~ s~ ! , ~ ~ , _ , ~ ..~_..._.._a " ~ . , : , . r . .8.2311 PG. 270 „ ? r ~ \ \ _ ~.y ~ P-6 D E 2, 9 2 9 15 RCP 31. RCP 31.00 0.50 4.6_
1, 3 22 B 6 130 ~ j / _ I I I I f / e l`~ ?a. ~ ~ t a , ~ ~ , 1 B.O.M,1981 PG.937 ~ _ F t., _ J ~ R_ E 2.5 5.4 15 RCP 160 RCP 160.00 0.70 5.4
P-14 3.9 5 4 22 B 6 63 i I _r r; / ~ v ~ - - ~ . ~w _ e ,r.. _ r,~:,, ~ T ~ poi ~ ~ _ _ _ ' 4A G 2.0 7, 4 18 RCP 161 RCP 161.57 0.50 7.4
P-21 5.8 12 6 22 B 6 173 ~ ~ , ~ ~ _ y,, ~ , ~ , ~ I~ i r, \ , , - _ ~ , , ~y , ~ ~ r ~ e ~ ~ t ~ P-9 FES FES 37.9 37.9 64.
P-25 ~ 9 5 - ~ _ ~ ~ ~ t:.~ ~l 5.5 22 B 6 89 ~ - _ ~ .y. 4 , ~ ~ 0 , ~ ZO D INAGL`~"' i ~ ~ v - -30 e ~ ~ ~ r r ~ ~ ~ L ~ ~ . _ ~ P 10 G N 1.5 8.9 18 RGP 29. 64.00 0.90 51.7 50
P 33 6.6 12 6 22 B 6 - ~ c~ ~ ~ _ _ WASTE. AREAS ~ ~b ? / ' , , » _ ~ ,r ~ o ~ ~rl I ~ ~ \ ts. r r a ; ~ ~ ~ r,._ I ~ . DOG ~ ~ RCP 29.00 0.71 8.9
P-39 5.1 2 6 22 B 6 - v ~ ~ ~ ~ ~ a ~ 1 ~ 1 f~k } ~ ~ l ~ ? ~ ~ ~ ~ ~ ~ ~ P 11 ~ H FES 1.1 10.0 1$ RGP 160 ~ ~ 1/ ! t t ~ I ,.N _ _ . _ _ ! ~ a ~ .._e ~ ar ~ ~ ~ ,~,C~E ~ y r" ~ I ~ ~ e ,,r~,:, ~ F ~ - ; w , - I ~ t P~12 I J 2,1 ~ 2.1 15 RCP 29. RCP 160.00 0.90 10.0
ELVA C. RANSOELL, HRIRS ~ ? ~ , / I r , r. ~ e e , t~,/ ~ ~ ~ ~ _ r ~ a ~ e RCP 29.00 0.50 4.6
......__._..~...~..._._._~,..,.-__.~_m,_~....,,~._.,v..,,v. ~ ~ 1 9 D.6.9568 PG.36 w,. ~ ? li r w r r~. e~ ~ ~ ~ - ~ . ~ ~ ~ , - s. _ ~ , ~ P-13 J K 2, 7 4.8 15 RCP 160 , ~ ~r~^~ ~ _ ! -1 I ~ PEN JI DIY K. & REBECCA W. ~ ~ ~ ~ r~JD. 8 ~ ._K. \ RCP 160.00 3.44 12.0
ZpNED R-40 ~ ' ' 1 ffi~ t e ~ ,r\ r ~ ~ ? P-14, K FES 0 4.8 15 RCP 8.( f < ~ f r o ~ ; ~ ~ ~ ~ _ KEITH _ _ RCP 8.00 0.55... 4.8
~ ~r ~ I INLET' ~ DRAINAGE INTO INVERT 'INVERT ~ . ,o r ~o _ ~ y ~ ~ , D B 4 PG.667 P 16 M r ~ ~ o ~ ~ : o r , . e r N 3.0 3.0 15 RGP 119 ~ ' ~ ~ ~ \ ~,r r\ 4~ _ , s , r , ~ € , ~ ~ ~-,''`i ~ B.O.M.1981 PG.937 _ „ \ ~ ~ ? J, a RCP 119.82 1.75 8.6~
TYPE ~ sTAT1oN ~ , ~ - ~ , No. ~ AREA Ac. INLET IN our _ _ . ~ ~ ~ ~ ? . I _ ~ _ ~ , . , ,~I ; 0 6,1 15 RCP 45. F~.._.. e R-30 RCP 45.11 0.89 6.
A C.1. BELVINWOOD DRIVE 10.56.16 15.5 RT 0.26 1,1 422.90 ~ 422.54 ~ ~ ~ ~ , ~ ~f < , ..a <r ~ a r M P--1s o P 1.7 7.8 1s RCP 29. `dr , r~ , ~ A \ •,LIMIT~ pF ~ ~ RCP 29.00 0.55 7.8
? _ ,r ~ P 1 422,90 ~ ~ y. l ~ "r d w ~ r\ " . a` ~ e ~ P -19 P Q 1.5 9.3 18 RCP 61. . - ~ ~ \ ~ ~ ~ Dt ~ TU BANCE ` To BE REMavEa » o ~ e ~ e ~ e ~ ? _ 1 RCP 61.55 0.78 9.3
B C,I. ; BELVINWOOD DRIVE' 10+56.16 15.5 LT 0.25 1.1 .:422.80 ~ ~ .pr - I, _ ~ ~ err °:a~ P-3 422.64 ~ , , ~ . ~ ~ ~ , , ,t~_~ ~ \ P-2a Q R 1.4 10.7 18 RCP 152 e < \ ~ I P-21 R FES RCP 152.00 2.05 _ 15.1
C Y,i, BELVINVl00D DRIVE 10+56.16 74.34 LT 0 0 421,99 421.89 _ er ~ ~ t < ~ ~ ,t a ~ i ~ ~r t 2.6 13.3 24 RGP 8.( ~ ° a ~ e . ~ > , , y \ f r SILT FENCE _ RCP 8.00 0.50 16.0
5 ~ _ ? D C,1. BELVINWOOD DRIVE 16+51,92 15.5 LT 0.66 2,9 421,16 - ~ / , / A ~ ~ ~ a , TEM ~~A Y ~ r - r , e . o o ~ , ~ ~ ~ ~ ~ TYP, P 22, S T 1.6 1, 6 15 RCP 134 RCP 134.95 1.00 _ 6.5
~,n ~ ; . ~ ~ ? ~ ? a ...m E C.I. BELVINWOOD DRIVE 16+51,92 15.5 RT 0.58 2.54 421.00 420.90 r _ ? t e Ih , r e ~ f \ 4-r91VE~S(pN \ o _-'~21~v, r ~ ~ . ~ r ~ ~ r r o ~ c~ P-23; T U 2.4 4.0 15 RCP 29. I f e I fCM TYP. ~ ~ z _ _ _ _ e 1, , ~x , ~ ) ~ ~ ~ 1 r l L , I. F RCP 29.00 0.50 4.6
F Y.l. ;;LOT 18 19 D.70 2.0 420.10 420.10 _ r. ~ ~ ? ~ e , > ~ , ~ a 5.1 15 RCP 168 e / ~ r r 51 ~ 4j _ _ _ _ v - \ r o e . 1 ~ \ ~ ~ RYANT E, & BARBARA J, _ _ _ , RCP 168.00 0.62...... 5.1
_ G G.I, :COUNTRY MILL WAY 27+ 12.83 14.5 RT 0.41 1.5 419,29 .419.19 ~ ~ ~ / , ~ ~ ; ~ o r - r N, ~ - P-25~ V FES 1.7 6.8 15 RCP 8.( e ~ . ) ,n, ~ s s ~ ,_w~ C ~ ~ e ~ a ro ~ ~ , , e KEITH l ~ ~ V1 ~ , la's \ RCP 8.00 1.10 6.8
H C.I. COUNTRY MILL WAY 27+ 12.83 14,5 LT 0.26 1.1 418, 98 418,88 r . ~ , r y i / ~ w , . . , ~ -U ~ ~ ~ i D.B.2697 PG.702 P-26 W Y ~ 3. e ~ ~ a ~ ~ ~ ~ A ~ U 2 4.9 1.a RGP 11$ RCP 118.19 0.76 5.6
_ _ ~ . _ . ? DAM t ? ` ? ~ , a - ~ ~ / ~ I C, I. COUNTRY MILL WAY 30+ 18.17 14.5 RT 0, 59 2.1 :.416.25 { , ` ' ~ ? r f r ei r ~ ~ ~ , ~ - A, P- 7'~' ~ ~ , e via.. ~ k ~ ~ ~ ,f ~ ~ - ~ 2 X Y 2.8 2.8 15 RCP 29. RCP 29.00 0.50 _ 4.6
r ~ / v ~ ~ / ~ r ; < t, ' _ ) , ~ ~ ~ ~ a 5"~~ ~ ~ DRA1 ~ ~ ~ ~ a a ~ 20 DRr~INAFE AND ~ , „ ~ r e o ~ ~ ~ ~ P-28 Y Z 3.6 11.3 18 RCP 45. e ~ ~ _ . . - s o r ~ ~®~,~,r - E9S r . , _ ~ I MAINT NCE _ _ RCP 45.96 1.15 11.3
a ~ / ~ ) J C.I. COUNTRY MILL WAY 30+18.17 14.5 LT 0.68 2.7 416.11 416,01 ~ r C - ~ r.- ~ , i e - _ ~ r I e . , C ~ . ~ , ~ EasEyrENr (rr~,) P 29 BB Z 2.3 2.3 1,~ RCP 103 I ~ a.~ - ~ RCP 103.15 2.55 10.3
~ f ~ .~,m--~~'~, \ ; ~ ~ ; :~r ~ s s ~ I ~ P-30',' AA Z 2.0 2.0 15 RCP 29. I e e> , . n k~w _ ° < „ . i ; 'u'' \ ~ RYANT E, & BARBARA J. RCP 29.00 0.50 4.6
K Y.l. REAR LOT 5 6 0 0 410.5 .410.4 ~ r , e , ~ , i _ _ _ r ~ _ _ , ~ f I I e - e _ rye ~ ~ ; P-31 Z ~ CC 1.1 16.7 18 RCP .204 40 : ~ ~ ' ~ ~ ~ LEJ/EL KEITW, ET AL _ _ _ _ _ _ RCP 204.95 2.51 16.7 6
~ > . i _ - _ ! r ~ / I I e ~ ~ < \ a ; ~ ~ ~ ~ ! t I ~ , ~ ~ . e e ~ e'~ ~ r, ~ ~ , SPREADgR ~ D.B.2311 PG.27o P-32; GG DD 2.3 19.0 24 RCP 200 ~_I_ ~ ~ ,r e . , , r ~ ~ ~ ~ - ~ . r B.O.M.1981 PG.937 _ . RCP 200.00 0.70 19.0
M C. 1. STONE NUT TRAIL 19+56.59 14.5 LT 1, 03 3.0 420.75 ~ p r r ~ ~ ~ - _ , , ~ i-' a ~ ~ ~ _ Q.$ ? ~ _ - o ~ ~ ~ , / r , R_ P 33; DD FES 1, 9 20.9 24 RCP 16. 4, ( t.._...__ ~ _ _ _ ~ . . RCP 16.00 0.85 20.9
N C,1. STONE NUT TRAIL 18+38. fib 14.5 LT 1.08 3.1 418.65 418,55 ? ? < _ ~ ~ ~ f ? i i , _ ~ I w ~ f ~ L I r e , a ` o r .a.- P ~ e P-34, EE FF 2.2 2.2 15 RCP 100 r r e e e a : ~ ~ q, r , r ; re Y~r ~ ~ r < _ _ _ _ _ RCP 100.07 1.33 7.5 E..,
0 G.1. MILL GhAIN WAY 15+79.97 13,5 LT 0,40 1.7 418.14 ,.418,04 ? ~ ~ ~ I~ s of i _ _ _ ? M ~ 1 1 ! - ~ ~ ~ F I r / / \ s , „ ~ ~ r ~ 'C~^^ -y---~-.... X6.822 ACS TO BE : s _ , e , _ r- , I r ti P-35 GG FF 3.9 5.6 15 RCP 45, RCP 45.26 0.75 5.6 L O
P C.i, MILL GFiAiN WAY 15+79.97 13.5 RT 0,34 1.5 417,89 417.79 ~ ~ ! `I D Tl1RBANCEI _ _ _ ~ r t i ~....___..w...J ~ L_ I l ~ 4 r (~r 4NCE1 / r ~ A ~ r ..:r L,: ; F.V R~9Ki61NE0 W/ LOT 74 i _ _ _ / / I ~ r l n ? / ~ 3RYANT E. & BAR ARA 1 1, 7 15 RCP 29. r , ~ \ ~ 0 SON. 5 _ , _ _ RCP 29.00 0.50 4.6 W
C~ C. i. STONE NUT TRAIL 17-F82.69 14.5 RT ~ 0.3 i 1.4 417.31 417.21 a . I ~ i ~ / I w- r ~ ~ I yETLAND P~ T 2 _ B J _ _ _ _ _ _ _ ~ f~ ~ ~ e rl 0 ~weR es~N~r. KEITH, ET AL r ~ ~ r ti ~l.pq ° , ~ ~ P-37 FF 11 2.0 9.8 18 RCP 168. RCP 168.94 1.00 10.5
R ~ Y.I. LOT 28 29 0, 88 2.6 414,10 414. i ~ I ~ ~ ~ - i ~ ~ ~ _ 00 ~ ~ ,.a._. , ~ ~ r~ ~ ~ r ~ o e ~ ~t , f I ~ _ ~ D.B.2~11 PG.270 _ _ TM , - , , r _ . ; ~ 4~ I ~ S~If PILE 8,0, .1981 PG.937 P-38 II JJ 3.8 13, 6 , 18 RCP 29. RCP 29.00 1.66 13.6 W
' TM ORAR~' i~~ 1'~-~,-fl ~ i I I I rv,,,~' I f i , S C.I. STONE NUT TRAIL 16-F 18.67 14.5 Ll' 0.54 1,6 - ~ 416.45 ~ ~r~'~~" ~ ~ , 1 I ~ ~oNSTRUCTipN - , ~ e v'"" ! i 1 ; t AREA r , ~ a ~ ` ~ s ! I~niTQenir~ Aen ~ 4~ ~ P-39 JJ FES 2.3 15.9 24 RCP 176 4CP 176.00 0.50 16.0
I U. I. ~)I UIVL NU I I KAIL 14+t5 l .46 14.0 L I_. _ U, bz Z- 4 415. I U 415. UU pITiGH (T~ . "74 E •,J~ LP-40: - - 1J 1J 15 RCP 99. C,r./ w H
U C. I. STONE NUT TRAIL 14+81.48 14, 5 RT 0.26 1.1 , 414.85 414.75 ...V Y. I. LOT 31132 0.60 1.7 413.71 .413.61 ryri j`.ASE¢EN'~GE RCP.. ce.. 99.13 .1.01 65~_..w...
~,s I A 1.11,
f W C.I. STONE NUT TRAIL 11 +66.37 14.5 IT 1.11 3.2 414.50 414,40 J ( 7
X C. I. STONE NUT TRAIL 10+47 14.5 RT 0.65 2.8 ~A LEVEL l SPREADER
y y j 413.50 . + Y C. 1. STONE NUT TRAIL 10+47 14.51T 1,23 3,6 413.40 30' DRAINAGE1 AND MAIWTjFftE`
413.50 e f e, _ ~h~ . t \i H ~D
41 7 _ (i i o~- s Z C. I. COUNTRY MILL WAY 11+72 14.5 RT 0.37 1.1 412.87 412.77 I _1 \ 1 SILT FENCE
f LEVEL k~}, k
i AA C. I. COUNTRY MILL WAY 11+72 IT 0.45 2,0 - :.414,50 nw UEei~ ~ / SPREADER ,
BB C. I. COUNTRY MILL WAY 12+75 14.51T 0.80 2.3 - 4 15.50 SB-a i t II a 40 ° 20' DRAINAGE AND MAINiENCE
CC C. I. COUNTRY MILL WAY C-D-S 0.61 2.3 407.63 407.53 EASEMENT
DD Y. I. LOT 361137 0.65 1.9 406.13 406.03
EE C. 1. COUNTRY MILL WAY 20+79.70 14.5 RT 0.75 2.2 - 419.35 - ,
418.02
FF C.1. COUNTRY MILL WAY 19+79,62 14.5 RT 0.70 2.0 417.92 418.02 r k. \ \ d\ i ;-'*~--SPACE
GG C. I. MILL GRAIN WAY 10+47 13.51T 1.35 3.9 418.46 418.36 A GRAPHI GRAPHIC SCALE p.,
C. I. MILL GRAIN WAY 10+47 T 1.7 HH 13 5 R 0.39 418.60 0111100000, . A'P ' 11T 150 0 ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 0%w%w~~ 0 75 150 300
N.C. GRID COORDINATES, NAD 27 / 11 C.1. COUNTRY MILL WAY 18+10.68 14.5 RT 1.29 3.8 416.23 416.13 N = 681,847.894 ~ _ _ 'r . f / ? / ? f y ~
JJ C. i. COUNTRY MILL WAY 18+10.68 14.51T 0.52 2.3 415.65 415.55 E = 2,059,125.281 S THE FOLLOWING PLANS AND ~loE ti,'y59~1J6o OF ORDINANCES AND STANDA DE SPTOWN OF FU-'S ECIFICATIONQUANDV CO'NSTR C~~ON L IN
30DRAINAGE r / r C. I. TONE NUT TRAIL 12+67.19 14.5LT 0.60 1.7 KK S 415.50 EASEMENT / r r wz IN FEET)
~ ~ M~~'p~~Q~• 2~ DETAILS. THE SITE DESIGNER WHOSE SEAL APPEARS BELOW, AS 1 inch OWNER: CERTIFIED AGENT FOR THE OWNER, AGREES TO ALL STATEMENTS, 1 inch = 150 ft.
_ ~ ~ ~ ~,o• do MILL RIDGE DEVELOPERS, L.L.C. AGREEMENTS, AND CONDITIONS DETAILED IN THE TOWN'S APPROVAL C v~~~rrrr~urrr
K DEVELO'r ER , LC. l 1 6600 BROOKSHIRE DR. LETTER AND CERTIFIES THAT THE TOWN'S CODE OF ORDINANCES AND '~N..• CAR e e0
D.B.9246 PG.1 571 FUQUAY-VARINA, N.C. 27526 STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS HAVE BEEN 10
,r THOROUGHLY READ AND THE PLANS ARE IN COMPLIANCE WITH THE n SEAL.
SAME AS SHOWN. ANY AND ALL APPLICABLE DEVIATIONS AND EXCEPTIONS - S CONTRACTOR SHALL MAINTAIN A CURRENT TO THE TOWN'S CODE OF ORDINANCES AND STANDARD SPECIFICATIONS 13 ~ r 13371 V
SET OF TOWN OF FUQUAY-VARINA CONSTRUCTION AND CONSTRUCTION DETAILS ARE CLEARLY IDENTIFIED AND LISTED IN FNg •
A SINGLE STANDARDS ON SITE AT ALL TIMES. FIRST SHEEfCOF~HES~DRAWINGS.'ATHE OWNER ANDPTNE OWNERSE ~%;;N R III •#pr•, ~1.~' ~G~~.• • 1 II, ~ ••rrrrrr .`~`eee
®N~ R. KE~~~\eee® SHEET
R-15 0668.03-03-2072 AGENTS, HEIRS, SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR COMPLYING WITH THE TOWN'S CODE OF ORDINANCES AND
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AT ALL TIMES. OF
24