20061379 Ver 1_Site Plan_20070709

•
SHEET LIST TABLE
G-01 COVER
• RC-01 EXISTING CONDITIONS
SITE SUMMARY • tESIDENTIAL LLC C-00 OVERALL SITE PLAN
PROPERTY OWNERS: FRANKLIN RESIDE JAMES T. MOSS
WILLIAM H. MOSS, ROSS MOSS, TRUSTEE C-01 SITE PLAN
MOSS FARMS EAT, AS EAT, LLC C-02 SITE PLAN
CLEMMONS & SER PIN NUMBERS: 1842-07-9181 & BERENTHAL KLEIMAN C-03 SITE PLAN
1842-09-4303 x181 ZONED R-8 X303 ZONED R-8 C-04 STAKING PLAN
1842-14-2971 ?971 ZONED R-8/HB C-05 STAKING PLAN
1832-65-8449 1832-97-7749 3449 ZONED R-8 7749 ZONED R-8
1842-18-7203 7203 ZONED R-8 C-06 STAKING PLAN
1842-14-6300 1842-15-9337 5300 ZONED HB X337 ZONED 0&I so ~ C-07 GRADING PLAN
C-08 GRADING PLAN
TOTAL GROSS SITE AREA 187.80 A TOTAL SITE IMPERVIOUS AREA 24,75 OVERALL PLAN SUMMARY 37.80 AC* ~''TOy x.75 F~ C-09 GRADING PLAN
~o J C-10 GRADING PLAN
R GRAN
I. OVERALL PLAN C-11 PRE-DEVELOPEMENT EROSION CONTR0 C-12 PRE-DEVELOPEMENT EROSION CONTR0 C-13 PRE-DEVELOPEMENT EROSION CONTR0 r_ ~ n DEC-IIC~/CI f1DCAACAIT c~ncinni f`f1AITDf1 ONTROL PLAN
A. TOTAL RESIDENTIAL DWELLING UNITS 409 09 ONTROL PLAN
1. 61' MIN. WIOTH LOTS 166 ~6 ONTROL PLAN
2. 51~ MIN. WIDTH LOTS 243 43 nKITD ll DI AAI
B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES V- IT 1 1\L-VLV LI_VI LIYILiYI LI\V ~71VIY VVIV 11\V - C-15 POST DEVELOPEMENT EROSION CONTR C-16 POST DEVELOPEMENT EROSION CONTR C-17 POST DEVELOPEMENT EROSION CONTR C-18 POST DEVELOPEMENT EROSION CONTR C-19 EROSION CONTROL DETAILS v l v, „v I- i t-X-%i v
408 UNITS X 20,000 SF = 187.79 A C. TOTAL OPEN SPACE 89.85 AC ~i; r ` .-ti ~ h~~~EN ~ ~ , 37.79 AC Ra ~ONTROL PLAN
9.85 AC (47.84%) ~ PHAS :.r~~_ ~ONTROL PLAN
D. TOTAL DENSITY 2.18 UNI PHASE SUMMARY. 0 ~ONTROL PLAN
CONTROL PLAN
I. PHASE
A. GROSS ACRES IN PHASE 44.03 AC 4.03 AC
B. PHASE OPEN SPACE 21.32 AC 1.32 AC (48.4290) 4 C-20 UTILITY PLAN
C. TOTAL UNITS IN PHASE 84 1. 61~ MIN. WIDTH LOTS 24 4 C-21 UTILITY PLAN
2. 51' MIN. WIDTH LOTS 60 o P C-22 UTILITY PLAN
II. FUTURE PHASE II RD C-23 UTILITY PLAN
A. GROSS ACRES IN PHASE 29.08 AC 9.08 AC .63 AC (26.24%) ~ FRQ
B. PHASE OPEN SPACE 7.63 AC C. TOTAL UNITS IN PHASE 100 ~ N'q ~k~~N C C-24 UTILITY PLAN
1. 61' MIN. WIDTH LOTS 47 O C~v C-25 UTILITY PLAN
2. 51' MIN. WIDTH LOTS 53 3 ~ ~F Cps vN 9.88 AC r L-01 LANDSCAPE PLAN
III. FUTURE PHASE III L-02 LANDSCAPE PLAN
A. GROSS ACRES IN PHASE 59.88 AC B. PHASE OPEN SPACE 36.46 AC 6.46 AC (60.890 ~r ~-'s°~~ ~~•..a L-03 HOLDEN ROAD BERM LANDSCAPE PLA ~T~~ P LAN
~ C. TOTAL UNITS IN PHASE 92 2
1. 61~ MIN. WIDTH LOTS 29 9 ~t ~ ~~t CP-01 WALL ROAD PLAN & PROFILE i i 15.li
2. 51' MIN. WIDTH LOTS 63 3 ~E~~'~ f CP-02 WALL ROAD PLAN & PROFILE ~ ~ r
IV. FUTURE PHASE IV CP-03 WALL ROAD PLAN & PROFILE
A. GROSS ACRES IN PHASE 54.81 AC 4.81 AC 4.44 AC (44.599e) ''~r~igp?'~: ~t3.,r~;,,,~'~tr~,v;~.~, CP-04 FIVE FEATHERS PLAN & PROFILE
o f B. PHASE OPEN SPACE 24.44 AC C. TOTAL UNITS IN PHASE 133 33 VICINITY MAP SCALE: N 6 CP-05 FIVE FEATHERS PLAN & PROFILE
S _ 1. 61~ MIN. WIDTH LOTS 66 NTS ~~~~R~?
2. 51' MIN. WIDTH LOTS 67 7 CP-06 BODEGA WAY PLAN & PROFILE
CP-07 EAGLE PARKE DRIVE PAN & PROFILE BFI LE
NOTES * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. X2007 by ETd, PA. No portion of the drawings may be TIME. copied, reproduced, redrawn or modiSed without the written CP-08 SEWER PLAN & PROFILE
~5 AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS 'ONINGS IS consent of ETd, PA. CP-09 SEWER PLAN & PROFILE
z THE RESPONSIBUTY OF THE DEVELOPER.
TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED iSUMED TO WAS TAKEN CP-10 SEWER PLAN & PROFILE
HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TA FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF SF CP-1 1 SEWER PLAN & PROFILE
0 $ RECREATION CENTER WITH POOL AND PARKING. CP-12 SEWER PLAN & PROFILE
CP-13 STORM PLAN & PROFILE
go CP-14 STORM PLAN & PROFILE
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0~~~3~q CP-15 STORM PLAN & PROFILE
W-1 HOLDEN ROAD WIDENING 1
o~ ~ ~~-~-~.~..t~, Co . A , W-2 HOLDEN ROAD STRIPING
W-3 ROUND-A-BOUT DETAIL
1~ 1 nom. ~r x~~e CD-01 DETAILS
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n'C D ELAM, TODD, d'AMBROSl ELAM, TODD, d'~1MBROSl CD-02 DETAILS
URBAV PLANNING ¦ LAND&(:APSAI(.'HffE(."PURE CIVIL +LPN.lNE6RLW: ¦ GIS URBAN PLAVNUi(i ~ LANDSCAPE AHCNITE(,'TUQE CIVIL EN(GINEERIN(> ¦ I:IS CD-03 DETAILS
CD-04 DETAILS
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~ LANDSCAPE ARCHITECT ENGINEER CLIENT SURVEYOR CD-05 DETAILS CD-06 DETAILS
g~ ~ q ELAM TODD d'AMBROSI EL ~ ~ SLAM, TODD, d'AMBROSI DO ALLEN HOMES JH CHANDLER & ASSOCIATES co-o~ DETAILS
~ 2880 SLATER ROAD. STE. 200 28 2880 SLATER RD. STE.200 812 M01~12EFIELD PK.DR.STE.812 7621 PURFURY RD. STE.201 CD-08 DETAILS CD-09 DETAILS
MORRISVILLE, NC. 27560 M N 919-481-2021 MORRISVILLE, NC 27560 RICHMOND, VA 23236 FUQUAY-VARINA, NC 27526 CD-10 DETAILS CD-1 1 DETAILS
919-481-2021 804-3 23 -13 62 919-552-4845
g CONTACT: MICI~[AEL LEIGH CONTACT: SAM NYE CONTACT: DICK PATON CONTACT: JOHN CI~[ANDLER
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jcnanuierUwtcgpa.com
~g EMAIL: [e-mail] E RCOW EMAIL: snye(aetdpa.com EMAIL: cipatonLaoattengoup.com
FRANKLIN GROVE PHASE 1 ETD PROJECT # 2502011
DATE: 6/1 5/07
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/ / / ~ I ~ ~ I I ~ I I ~ ~~j / ~-----1=-- I 1~ ~ 1 I I I1~ ~ ~ ~ kk! > k ~ I , ~ N ~VN 2880 SLATER ROAD, SUITE 200
J~ w'~kF c ~O °~Hry cOVH MORRISVII LE, NORTH CAROLINA 27560 cOVHry USA
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do MARLEN YES i \ \ J _ \ ~ Il//~j/ ~ ~~~1 ~.~2~. Pc 3~ ~ / l / /i - ~ "emu Uc ~M 1111 III` `111 ~ ELAM, TODD, d'AMBROSI 2880 SLATER ROAD. STE. 200
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,N/F CONTACT: MICHAEL LEIGH
TEPHEN,lvi!& MAUREEN M. JREEN M. ~IDAM \ ~ P l lI ~ T ,f- I ~ - ~ I \ PG 710 ~ ' / ; - 9~1 I k \\~r`C: ~ I ~ - ~ - EMAIL: mleighUetdpa.com
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~ ? • 'ttk•: A7 : i«,,.1 q„.y:. L1..:i.: :E,1 ,5 +ti '.1 41 it ..1 qi. f . t Mi J 7. I.. r,1,; ~fJJ.'+.,•. Ji •,!•4 EI `"4 H ki. } 1, 41. '1 ll .n, `IV. ! +I' - r r. gal Q : a, ~ a"'!', i. , i'~.1~' J ~ ~ u:~. r r ' I r„• J'r I ,J .I, E a' j J I. J _ yrq ~ L t',~: ' t t r I:ni Jt+;a i , 'In, L r4R YJ'i. ~l, r .A' ".I ~ , ~ I+r. Lf ar +u n, r „Ir• r a ~ ::~I ° N'~i~.l'. _ •.q ri t nl N. ,S'~Nt .k„l ]t..'trt C' 1'J I Py tl! 'f,J.„. J r r1.'.. Li1L I~y i r"n 1 N 1 r J; f f + + ~ Pr. lil~r' +I~ 'V,i dt J{e, ~i't J.{~ V..:x1. ~ "i' Ix 91'.. ,N'r il'. 1., 114rJ I 1 J IN 1 r I,r I d s 1;1 ?ti, I iil., :7.: i.. 1 ' 1~ i ~~r t r l }`I ~I fJ , 1 J I~' a~ l 1. ' ' ~ )(It, 'a , 1:' " -~,ow'' ~ IrJ tP +I : aY ° 4 h. 1 i ' "Nt 5.1,11 Jy' II Ir 14{ r`kt, ':yr ,i Ir~'~: M,I '.~''V' ~ c p7 } , I "tt 1 Y. ',T 'f { .Pr.. i I .d,. x% { "i i , ,L. Ii,}. ~ rl ' I YV 4Y': C. L ~ 1 N ! trn,; 1: r 1 ip i•. rl• ;x.~. :4.1 ra ;rtl II 41 ri .T+ ~ t I n~f rn t. wh t .v., ..yr. .N.r li r 'tii, 1,.. a 1 J. _J___ _ _ -1.-- - - - - ~ - - - - -----1--- - - OVERALL PLAN SUMMARY N/F PHASE 1
r' Y • `ft r 11r' N it r i a~ t'L.I. r 1y7 1 r 1 ~I:!, l+."' +I. L .1115 ,L I1 x i1d+41i, 'li li~rl''4i, A 9 al r{ l7'd"d I ri. il. j a+ y 1i r 1 ~ i', 1 r 1 r :r 1+ ' i, `I~ ~ I I t r II J 1 J r p w I 1.:(: I Jyr' ..•ri.. k: J' I i' lji li~wr ..!It all r. t II v .li~~ ;1 I L '«I, :!W,~,,' .E1,~~, ~Ar,~.r41;,' ~lI :t:'~ IJ 'i ' 4 JAMES TAYLOR Y,' ' i 1• .1 I , r'i:1. .rr' °'1 Ijl I, t i~'~, 'h':li •I•. .+,.AV+ l7 !t 14..4x1 .11:.,1 tl ei.l I I;t+:,rJ 21.\111 " tCl'+. 1.~..'t~~ ,rry' •t,:i+?~J`+Iri, ,~i~ ;l ill., ,,,rW•}1N~x~r~ 1.7:5 J~?N,I.k~.l~ar~.. 1 r .rr r r' , + .1 I; , . 1, ~I 1 ut T II r r r ra,~~y~~., r' , ~",rn n u K~«::, ,c • r , a ''4i.•rl,, r,r Jt, 1JS 3tiv.n•rl,.'r r; 11Vr:hlp ~ r+i, Jl IxE 11 11. E~ .u, ';r, s rAr~oR I. OVERALL PLAN
50 NEUSE . ; RIPARIAN BUFFER `J}r h I I'Iv t+!it. ~•:I' 11r!.1 Lr"'1 I'}.r:'I '",'t. ',i r i w .r,r'J si•;, "I~ ,Ir I.+t'al Ilr i !111 r 7~ -p 1.JIG • tJ1~,1 ' «(J+ ~~,1 r, x , i t i~~ .It r4~; I J ~ 1 a ~ 08 959 PG 81 ~ Y tr I ,I i,.( I.I. :N ,I; II' 1, );I'I !'J I y rr 1 I I 'J 'IJ 1 + 11 lit s N 1•J ]1~ •y '°I'•,1.• I:~1.1 ,9 I,.i, wr ~k1 r 1' t. ,.+,.1 I,. IM1..I. J.I, 1a Iy. . ~ «y ;1' .J 1a:'lit ~ilJ~' °,II. tTv .A ~.It yl }':"1 wJ ,+i p'1' .I ;Yy.!.Itt', 511 I~. 11 .,III Il: :a'~,' v f. .ii+ tr j':r?' ,9h F, C. x. .n J 11' , ~ ].v. .yl. L y.l~Ij, J~', :v: 1y41 's14,•yt.l'r, .:I Id ~;arJ I..rN ~'Y 1 II,,,R;~{41 .,1'1I..~,h: ;41 '11;'. ,5j 1,1;14} r~ 'll :ly' ~;I~VI, •I` +I. :~i.. ,ll:' (((47 ..".y,al R 'Jlir .:1 ixrrp :',IC"1'.,p..N,r k~,. :i 1,.1':r ;a9Y rtlJ,•r~l la r},^ ,lr r+ ,I II. r}Y i1lr~ P9'N; 1842-27-14 1 I r I: •.Ir 1 ~;.I ~Ir E 't•,'.1 `:'1' ..Np,` '~il ,r. a .I, or yy+r I 11' 'li' I, :I. Il: rill{,. ;iJl.•: 4 I~, ,l1.. ,Nr7a• ;l~:r k' .1 P. ;r• .'tl. 5J':1~'. +JL IL:~'• Jt w.',1: Y 7,~1_ ,art ~ r~t 1 Ili i j~l,r' ~~I ir. 'I. + ^i.S ' rll ~ .k; •.'I I it tl1 ~ t ';I k „r;l'r'I:• i~rif~,'t! ,~Il,i: ~ r9;"''J, '1 .:1 ,1, r~ t ,+}J~r , , 9, PG Sf8 A. TOTAL RESIDENTIAL DWELLING UNITS 409 ~2-27-~as4
~ NF ~ ~ r.. I. J .a .a ol• 59 a i{P ,J' { x~w~r..,rkl«;; .w .,rr { I 31.; h,1 Ul s ~ tr I•, t' ~ r• s,, r;':'.r ~ ~ i , t• , r , IL 1.• 9~ r?~J• ~ 1 „ 1 !J i,; ZONED; R-30 ' I L y 't 11 l.,t. ~ I:. I, r• .'r{. 14.;. , C•~ i• (,'1 J 1 ,al; 7r t Y r' .II.:'L 'j .1 ,4 7 14 'lrl, r, 't .r r,l I :t•~I; '•«IJ:.. •dl•,. 1,4,~ '.n: i r. ~"~I~I.1' E..y ti..~+:" J ~ al,'; l.. I .1'. I ~ kn, ,d p r 4: 411 rYT I l t~II. J ll•,` 1+~ 1 •t: Y.ZrI'«, , u . r 11~ i. +1'.1 L: :•r~ 1:' r'. ~ G '~L«:". 1. ,,tr ~I~ 1,;o-, ' i~ - FUTURE '''~J '`I• r 'r J~ '':1 I s, •'I{ r,! ~x'•„41l a' 1 r I{ 1 r 5 'ticJ t3 lq •J .I• 1 1 ~ ~'at:I I]. ' ~ j 1.i4": t .y' IJ a. Il ,'M 1!' Y L , 1 I „1'. ~ ' 71: '~'"I, ~ J'. L! . t R'. I r J' 'rx I r ~x ~ I 1 1':J , t', 1 I ,r ' .ii, 1~~Ii.,, ,ati .r.. i_ (r.; r l,ti~.r' 1• ~ 1 r a J„ 0: R-30 1. 61' MIN. WIDTH LOTS 166
V~ETGANDS • CLAR,4 BRIGGS PIN: 1832-87-4252 ~ a{1 ;'it li r•~ a S~ a i 1 ",it":S~',; t':, . n I J}~, ,.Lj' x ~ 'il, E. 11, ,~'•r4. I'. ) a(r..l J•,li: r.l ~.•.r •M!r'y', ,;4.tIrJ r + '1'. IrY}~:' '.Ir •,ra .Gi:n i4 X11.9 rti.ti 'fly 'll i., tL., I . 1.:., ,,i ~ I', L,, r, 3. I I 1 ! { i M. I Li ~ .4 ' 1 1. ,+t,. r J II. ~ r 11 Il. A. 1 .I +P N.. 1'.'~'It t:;.l'. .~f'1'~1 I , ' a., ~.l \ p,"I 1 '.I t li- .a a I+ t 1. J ..I..: rNi p r{~ '1 l 1! I" A 1TY I I: I I 1 ~ I; r ! I ?.1 : I I V . 1.~ :i ~ 4 1 , 1 . 4.r•N !.I EN ~E .t..l : 1 r III. t p .I:; a'.!:1) ( r1 x,',. It 11 .r: t,J. a..: 11 It1 .,'r I~ 1 ,r ,I~,. r., I'I 'r: ad'1'^ , / ~ ••ja, : I, i. l ~,I., is L I ~1,•; r'41J: r irl. .1. jrr, l . ; 1 't :1 J,,,. rr' ~ 1~ "a iF: { i•,+. ±I r''a ;ti 'l y , , .a , j J y .~1 ,1:;~ ~ l~ `~x tir J ~,li,~, :}r,. •a , li! ..r `;li. 1 a I+ .lu, J t.. ~ ,.d~:.l r. ~%r.,•;'i"i. :~f • ,;.a ) ':'I i ? Z . I ,1, iJ r J' :,1 '%j ! ~`t• t:l. if; ',1~}: I.'~ (J:" at :c 1J , t 2. 51' MIN. WIDTH LOTS 243
. • . t 1 ! 1 r'l I t4 lY I ~ t rf, !I+f41 i ! .INI.;, kl, 'I, I~. I,I tV t t..llit I,jJ, •;r . t 1'' a ,i I 11 ,1 1. A t J 1 ,r+ I' J .J T ~ A , EN ER .iir C n a ~x• t. i' Ir • Vl~ 1 . , * , " ,i.; ..1`•~ f +41 'l.~ J , r i t !hr 1 ~ 1 t ~.r •1.' 1: ~ i vt,x. rl .rl 4, r sk1.La 1.,Jdll:r. , JI t: w' .IIJ i I' ~LkH•... K:II.+J;11':yr.r7 n, JL 1.11 r'•I:rl•I';i.,•:' 1.r I I 1-:; I r •3.'.•. I'. :I r 1J.,1 aJ'{~`• .J {I a a,?{ '.:j1"'l+' I'J. / r'.y'~ir '~Li.'.:it 1.J",j .I.'~I~.1J +F'x'.tl•:41i'jt•;11 1',.JI Itl f rl.l:fi IJai .IJ,ry; ~ ~ .~,r 1' il. v I .t` J 'L t•, tl:i I' ,a.,:~rt "''ji t~C.;'" ~•q,"..1 "'J' JI /r I ';111 ..I. I,J; 1 11 a, i Nd'. I. 'J III '.t~ .•1. 4i.• J 1 y},I, •,.,4,, ~'.h•~ 41.,'1, .tI~;: I.'ll t:' {r.II. 117 r,i. r, A JLI .I~•ll :~Jn 'Y. I , ~L:N ~1. L. :,I i7 r:~ ~•1}4~r:.1 ,,,1^ ~+L.. 1. 1 11 L. r'. l G 1 ; . r: N ..1. ~ L°. I . M . U. 1, X .,1, tr, , 4 . p N, .,1, rl B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES 408 UNITS X 20,000 SF = 187.79 AC
. . . ~ ~i• '.1 I / 11 , r;.J.1 } ;E, !+'1, :I r'-Yl:l :.r. yl J~:r 11rl 1.4(jJ;li \ Ir' '7 ir„ .,t ~ . I;..{"r,1 ~ 1 l,l' v t r :~+t at' rl I: :.11. i.;TJ J. iv t I~:I,Y ;IC ;E 1 .I~r``. r) Jtl~l.~ ~i':;+~.;1U+1 l r(A I 1 ~..f r .>t t•~ f .(~r',;rt: ~ ;~.:;~Ii-:, Nt;', y,. Jln': I .-y~tr.,;~°• ~ , ~t .i f Jll ,I rli tq lal' 1 JJ 1/ r ~ r I I rI \ H ~ I,.i I 'I 4, 4 1 : 1 I~I' I I~ I r YL. I. n,l I I 1 ij, r a ~IIr .~~a' 9' ~,c '~Y' ~r.r 1. 'I• IJ { Ily r.'.11,, IP 14t~ r J. .1 i•.rl 1 I1 I.I ,I,I 1 i xl N:'t?' t a '1;~ ~ i t .Jli ~!!t. ; I:.f 1, i, / 1' N d A I I~.[~.,1:~¦ 1 I, r I I Y t n 1 ,r,,.. f tl. I r. 4, Yll : I; JI r !7. 'It 1 TTTI1r ? I; Ji r I a. Ir: J iN , :Jl:;r .•1 .1 ' . L ;'ii Ji•a ~ ,11 •r " '.I ~ ' 1 i. r (iJ'i C. TOTAL OPEN SPACE 89.85 AC (47.84%)
~ " ~ ~ ~ ~ ~ ' .I 'I R r '1 i I.:r.. 1 .1 I>] I.. EI.. 1 • ~ ';.I "I ~ it ':'I ~ '11'.•11 a«:9°':JI l' ~ ~5,,.' "1 , I J a 1 1 1 1 'I• ''1.. .,1 1':. .,1 V ti"7 A4i I. 1'1 I ~t ('fC{~1 'l..1 1 Ir~•:' j:::. ' 'J :'IS' i ~ I Irr? 1 1'' .I ~ v'al'„t., f 1 tt 1 Ir:a9 ,i. 'Yt 1,r'., rt°, 1 ~ ;JI I E!':1 I , II - a ,..i•, 11 ,t: it I I. I. t:il..J, . 1 r. 1~ I r. •9. .6, i I ,.t.,f 11 4 • J 'V • II. .I 41. •.1 41 I.-A A I...'E.. :L: ,'41. «u: .y I.. ` 1 h. .i•.,• 4' t• I• i. • 1; 1.• I 8' I I , tip; , i I I 1• e I I ~ ,In at• t I t t.n t rp ' I ,r'~.•. r a rt'•M,• ; ,r,:i+„ 1 Ir it '.~a+ N : IS ~,ra it i L r J 1•'' ~ a ~ ~ { r.n 4 Y»: ru t r ~ N a + i ' t;l I • i 1 a 1 1 r!.1,-. I ~ 1 r 11 + ^t n I p~ r 7 'll i u 1 a, w I d, ' % • N / 1. .t ' , i ' v .tt .I'll r, IL ' r'Jf. .1 d .li> 1 !i.., i. 4 ~ A ~I If.. ,Ib 1 ; r.: I..s ::I , P , 1 , . . ! 1,J., al y 7•,. J }'I al J . ,;I . I .~I. ;•7'; ~ I 1 r.J C 1 + 't 1 i f D. TOTAL DENSITY 2.18 UNITS/AC
~ ti • li J i 'i'• , I' J 5 ~ :aSI:; J, , I J. I I,+. ,t~~.l 't'a, [[i l ~,f lJl ;I 1 r:'i. + ».I .I .I '.11 1}~ Il. J rl I r t r t .I .I . P '1 1. t. J 'J ( I ,a b, , ti.'. J'. 4; 91. i'. .n. y. . ~ 11 I 1 1 it I 1 I 1 I I I r f , i, l ?i it r41 ~+1. 'lr „ •~I.rild J N.9'1. L,rE I.I~.~ 1J~jiJl $IN '..r+:"a1 )'.1 ,.11,II~r{jI.L?~Id, , I r,, ~ ~ n ' ,'.IY,r', I. .1 .,I'J.1 ~ ~ q Ij1!~I.J:,a• .t: L i6 '..r w.ryE,! .4111 1 11 Ir t.l w.}l+ 1111 ~ I,rw r 11.'1 1 j 1 .r I C ` 'L R~ r 1 :,I, t f I. J J 1 ykr r. 1. 1, I 1 1. •d. .ly rl~7, 'r„:'I.:~ 1 r 1.1, ~'ll~' Y ! jl: i. 'M11 t 1 ]::.I I.' y{1~3 ft mil,{, I:jly. ll7 I~J~ I Vr i I ! ~ I~ i. L ~r , r.'• ;'tl .r •J. ,altl• N. ih LL r !f: ,.d' ,rt ••'r,.ll •11 rt 1.,.;. OVERALL SITE
~ ~ :,I ,~'r .,i''i ,tir. `['1~ 't,' 1. 7 'I 1, i,• yr, .l:;i C~ .jry . I I::"~~. 1. 1 ill 1. ~ ' i. y Ir.. Y . 1:» r' ,J'! . i ,f . ~ I L'.+r I •I'''" 't J' ! I!. II 1 'ilf• . ~;a, ' 1 . 1.. 3.. R ~J' I 1 , I I i I I , I 1' I. •,7. n~. i. , 1, Itii,7 •,I t 1,.1'. 1°' 1 1 Ir. t. i .ii I,.+'. ;f, .J tJ :r.':,1 •Il i'%:u:tl• iJC,~.;i i I j. I ~ I,. , ; I„ r. „,rl. k 1.:11, ~ I. 1 I 1 Ji Jr i r I yEl y 1 it+' 3rlltr~l]~,~ BJ~ r ~~{i 1 a~l r ~ t~:,!~,ry '~Il. 9 ,1 'r.:i' I 1r•r~,1:'~,!• A '1 1, r.i.r il, E~^'t I:~ I Y~,~rl lf~' +{;.,9 rP. ~n~k.'°A'p}1X'r) 51,:)f N+. I 'll r t ,11: • I t ...1 ri.r .sl 'r~`r~1 6. r.s11,4 ,x'. ill' { I, ,I, 1E 5 1 ~[;r1 I Y. J •r. ~I r)"-'i ii:. ~ f~! ( 1~ rf,,,rll; 1., i J, 1: I 'L• :ij;' , • 1, 4 I I rl a. t~,r'r I { 1 i 1 ' .rYi III li I 1 4 1.A { y~ Il ~ i,tl r S ...1. !1I. PHASE SUMMARY PLAN
s'~ 1'~ / ~ u i n'• V r ,n~ v4,~1, 1 n 4. . , N r u ' ri' ~ a r i li 4 I 7' 1 t JL Il. 1 1r i I .r I ry. it 1,11 ' 111, 41 •,y O / la!, 114, ~'ilr;iLr'1'i:,l j ILd1 ti j b 5 tl. I "'111MMM 1 nYL ~1 •r A •1 ~ I f > I } i I ''I 1"1 , A 1 I r i o 1 ~ r 'y:,J i' I 1. 1° I 1 ~ r' I~i ] i. r 1 Y' J rJ 1.14' ),I it I h 11;r1 l I I I' t ~ I• I LI is 9 r 1 ! ..rl 11 r` i.. JI . I ti. ,r R r^ i, J 'a ~J ~ i ~ ` y Is` 1 ro I; J 1 r,• `'d1,•r:' { t: .r ~ ::{r rl.. {;I:', I.';'r~, 1«~tl I I i 14 i { 1 , . ~ J i 1 Y } IA 4aai , j~ ~ p~lr h .Ai I { I irti I' . ~ ;I! rt J, 1 i:.r~ rr. I :,W r4 1, - a •+i { rt r ;Ir t a N rt r I. PHASE
~ ~ 1 ~ \ R1 1 1~ :N•rl+ .:f I,il!~' ,.I 1 ,•i •t n i 7 1 I i a I' 1 ri 1 1 11 n L 1: nr, p, 1'111 I A L' ~ I,1. ;ti l+ .Y, .t: I 1. ~ 3!t: J I.. t'~ I ,.t. 1 li i, I! qil., i" \ I' I r ny.J , 1,.,~V I i ~~1. i E ~I'I a' l1 J'I I i II II 1I r~'..1 1 't ` ~ I ~r f r'r ir:!,~, I.:i it 1 : iJ I ,ri11•.. iT It..~r 1 J I, i I , „i It 't'r tr r JI I sl ~I 1 j ' t I 1.1 i I I', ~ I~ 1 ii, 1 jl I'I I„I'?zt 1, 1J~ ( ,~I a i I 1 , 1,I f iN{ i ,.I,P ~ I.. 1 j,J l II •11 1 , >h, / 1 ` rCN sE • , r I1. J .i., , i 1 r I.i c n• 1: '1 I + u ,r rt !L a I I•, 'rr i t.'a r1 ` r..ii : w 1 I~ ~ ~r II i 17 r t 1~ I 1 r ra, l SL 1 ]L Jar 1.. 1 1 I . + . r.l 1 f.~; y:' 'J r 4J I r } , .ri 1 31.r 1, 1~~ !cl ,r { rll. 1. 'r (,ii,ar _ t 11 A. GROSS ACRES IN PHASE 44.03 AC B. PHASE OPEN SPACE 21.32 AC (48.42)
- N F OPEN 9 ANDREW 81AKE & SPACE " LISA ORTEGO ~ , • • d ; ,:r.,51 I~1~~ ,W, 1, I,, it i,,;t';•l,y JI•:' l;~';II~,J'., rI M-J.:° 1! l.'7- ;111. +{1 .11'3,.'{1 lt.:n , a.jl},'~ i I t:`~'I1:1 j. t SrI I~ +IY«f; II I. JI, , I a, l I'I 'I'f i ly? r 9 1 \ 1 1 , • i ,rill, ';..`a, . ~Il r l I+' at, , ~ c ~ i I, t; 1 ,I 1 .I,I, ; j i tq '~it 1.; •.'i f :1 ~ I' .:I~~ y~'~ 'r 1 h 4l y`', 4r' p+l'I'{ f , t I. ' 1 1 ~ 1 I..t l !l l 11 I i ~ 11 J 1 { ..t / l', li n,. ,+1 .,,Ir.. Il l' I+.r Iru.•r, ~ ;,«Irn, r:r{n",a n 1 rr,l l I. i.;J + i1',. a .'.,in ,11.•J~.I.J tL rr!u:.d ~ +I,rll III 111.,, . ?l ~ ~s ~ J} •N 111# v {I J4•; ~ ' 'I Jl 7f . ,4 1 'I { i i , i Ir:rL r r4 1. \ I i . r' f r+I;' r,' ~,r 1.' ' . E x'1' • 1 a 1 , A• I J i. a r r u ;,I + 1 i I , 1~•1 I ~ 1 rf. I 11 1 l J J' 'I 1,'1, ~ ~1 •'r l:''1!'t , i 11 1 I1' •:i.1J~' ,:1,.'.1.1 J ' I. i. j1. r , 1.' I F7 I T J~,rl ,I«,I ;7.11 r I ' ~ ~ •rr 1 li ' I I I, „ .II- I IA I f 1 L I 1 ~ I t f I J I J 1 I' C. TOTAL UNITS IN PHASE 84
1 , OB i394, PG 289 ~ WETLANDS ~ ` • • V 1 y I r~ ~ 1 1 r 1' I,ya 41 EI't 1 "1 I.' I iJ t I..i 1;', L iNt I i 11~ r 4if !1',~~,+',141J~I,,r a ,rJ yl l 11 \ \ ~ 1 ,11, 'Ip 1':~ ':r .I I1.I' 1 4•. ~'f1r~4:: :JI .i 1'/ .I -E,1 11•,, „ly .~Il r~ 11 I ; 1 1 ` Y 'i 1 1.. ~ r1 1J ~ I'~I I r. rJt J.; Y1: •'.~JL„t t'1T1 '1 1 ' 1 J : :L 1 I,.,JN 1. r t 1. j;~ Lir i r:'i 1..1. Ir t': , a 1t. i ! J' 1.r Ifl+ Pli ji lr is t a y~+ Ir J rl r i 11 i 'I:]•9. i I; i ' { y fl., rl'.. j •;tl I 1 ! a„ i 1 J I ',I I 1 I I! 1.' i J , tl. 1' +i rl I rl t i 11 i } a1,7 I* rl I , A i', \ 1 / 1 / II I, ,•Ij' , , , , ' ir i i , 1r YJr~I ,I ~ rl 11 u 1 i3 3 t IIp it I - I If 'L a al ` I < 1. 61' MIN. WIDTH LOTS 24
PIN: 1832-86-6653 G ~.ln 1 71 .I ltll :l,l .Y!.1,{~'J,.I.Vla, l; i''' lilt I'~J IJ ~y.lli y r al vl 1 L11}r~l~ rI,i~J• .1r It I,5 I~Illfs i l,.E l .t, 1 11 ~ Il ~ I I , .I Q•r' /I 1 1 P« 1 l I , Y . L.', .I:1 ~i \ 'r :1, 1 I r^ 1 I 1 L 1 1 I 1 1. r !I r 1 A, .p II 1 I'll. .,1:t. ~ 1 s,~. ll•{' I ;II .IL s rr I..n NI r x.14 11 1 j ' i''1 .I„ I I S rt i : i,r~r' t I,I, rIJLd , y1~ p l \ 1 \'A :t ,l' '1~~1W, .•7. 1 . I;I. 1 ('.Li I 1 I' „ J r.~ ''I:ti" lJ 1 1:J : I i ~~y,,,,~,,~~ _ / _ _ _ _ _ r v'. \ a •1 a 1... ~ II. •:.,•.r.dlt 1 I.;t r.a... : 1„ 7. J~.i'..:I .i I... . i.. .r. .:.,~.1+-,+ t;ll x:,'?iTY„!. 2. 51' MIN. WIDTH LOTS 60 0T_TPMT
'1 V I ~ I , •Y, I,. I 21 I. II..` I ' , If II sl 'L'4 l I i ) ' ' Il~:id... ('Il I,) I l I 'II ,I1 I l 'e1 i11. I.hll yl .r , I ',I Ij" f 1• ',,Y 'I. M,.., ',•Y±.4 ).I I~.1 I 1 11 I Y 1,I 1{ 1 ,~1,. I. .{~•:'iil'y. I yI 11i Ia, t:,11 I r 1J lA r11r <f1LK ' ~ 1' I > i r. h.... ~ 1 1 I I I. I , I. I ',a I . I I I 1 , , I~.I l . v , COMPANY / B \ '',I ~ '.,l , 1 i It 1, a II ) I I I` A] I I II '.hP •'t:• s ~ I • y . y ' I ~ l ~ • ~ I • , 4 ~ • . •4. 1 !S 4 r' i.,' 1 / I,. I, 1 II. FUTURE PHASE II
- - - - - ZONED: R-8 N/F . _ . . \ V ~ ..1 ''I. , I a . •.,II.... w51 H•~1' rY~ ~,1, ~ 4, i i1. 4• r•.{N I•.',I;I, 1 y r.~ I 1 ye :I.I t, 7 ,rl• .yy ~rz. 1 ,{.,,~1I14,. I. r ` ''r ~ ...I 't I .A I'•, •~,'t, ii ~r r I.I. I,a r I' r?, I' '1 11f t; 1~7~ M ~ ~R .,~~*I P . I P ~ , I r, , n I , , , a DB 920, PG 5 62 \ 'h 14,~ „II ..III,': :Il:ltj l~'.J4 4- I t,r Ir 1 a 'I', I I Ii f+'I~arr L JI-r 'r'll. II~, I'•I ~ Y '.i I•I. `1 .I: I.•Ai'•I:.I'' II ~l. I I'l 'I'J .i I• I ''I,. I ~I,I I II,l d,V II,.I:',1 'li. ••3 ,I.), ..'I' ti. C'' \ : ~ ..s r ,"~fr:;;: ~slx:;-•,.(; ,,II dlr 'k , ; r I aq ty I , ~I ~ , III ~Iti! ,,a Ilr I;.rl)1, ,i .~;~;a ~ / L` •.f'1• 'I 1{' I;i I. I.•I~ 1 I I ) ,1111 I 1 .1. y ~ I IJ'I It ~I, - - A. GROSS ACRES IN PHASE 29.08 AC B, PHASE OPEN SPACE 7.63 AC (26.24%) DO ALLEN HOMES
JENNIFER & ` WET / ~ ~ wAl.l.ACE ROGERS ~ OETENTIOIV ~ ~ l ~ ~ ~ ~ r , I ? 1 I ~ * 1;J.'I~•r I ,di ~6, ,M ~.,P..,; .PIN. 1842 26 8528 ~ ,I, ,111 , it 'll, 4 ,.1, , Ik., , 1 III ~I ~ { -.;.I I L.'. ,I r, I.... 41. ~IlL Il. F~ •Y: Y 1 I l 1, ! 1; 3 17'1 I. 3 1 , I i t J, I 11 t 1 ~ d' . a I / ~ ''rl: r.,:~l, I•I '.I I d ~ I I. 1 , r' Iy it' 1 I I~.;al 1 'i J. ~ ~ '1 r,1' 'I t., ilt' .a ~ ~ ; . : I I, ,..11,. , ,Irl :r' . •1.1 -'II r . l ; ' , , . ,.I :,11 , ,I, ZONED: AR gl ~ 1 .I;. I 7 i. 1 fA. f .I 1 1 ~ I '•la Ifll)SI I.,; I:,,II I, ll 1 '1 f 1 i . I, 1, Il;l•; • '•I~,' i . rt ,I ' ~I, # ,.-I ' " ~ , i•,I•r. I 'P 1 t I r:l I 1 I i~ >~:'r ,l r~l1 a ,J~ w:11J(*?' ~Ir~'~~': rY C. TOTAL UNITS IN PHASE 100 812 MORREFIELD PK.DR.STE.812
i DB 1008, PG 53 ~ BASIN PIN: 1832-96-0414 ~ ZONED: R-40 ~ , L 1 '1 'oi.l: 3 J',~ li II.'. •I•..' .J,, irl hr IG • I.I nrr 4 I i 1. I 1,..I r ,hill • I r . I. f, , \ ~ ~ 1 1 ~ .{I: f Y I5 r 'I IA.1 1)9'11 :1, 'll, ~ t?.il. i. I I., -1 1.. y. r l f i l'.; fi'Y '~a~l:ra~i(' / ,,II ~I I;k ir' Illy dl1 i t ,1;, lell> 'f all .If; i " , r,:::r r i Sh'I.1 1 flla s. i ~;.~1)';^ \ - ~ ~ 1 'I.1 I lal I I I ~ i, 1 11 I i I 31t 1 i,l ~ i; I r :rl 1 ~ r i n ,r i r ~ i41 `fi41 „ ' ~ ! 'I,~,I r r r..fn 1 I rl., a, 1 :N r d I dI ri ~ 1 I li 1 `.A , ~.A I .II yl}.{t l ~ 1 \ / I• 'll JI. V r Y ll. I I I I ~ , I , ~ ~ 1 . 61 ~ MIN. WIDTH LOTS 47 RICHMOND, VA 23236
lam, :1~ (4 {I• t' i r i'~"V 1'' I11~1r . ' . I ~I llit t~~t9 11,1-~: \ g' ~ I - 1 h (i'.'~ IIS 1' 4' ~!lf . , i l' ~ I ~4 r . y"l~ ' 1 f 1''!f:.;; .d~'1,';,,e(A / 1 II. 141 ' I: I I ~ I I ~ 1 1{... 1 I...{ I 5 I{ 1 1~:, ~ t YM I: :I , I I , 1 , r. ~ 1. 1 I a 1 j~ f., . is, htt ':Ti I I "I~~,;i \ ~ .i„IL ~I.tiiJ~:1rhi;I e:'yillrlt l';, ,'•:'Ilrl Irr ii l; 1.* '(r•I r'M ' ':IMiI'•r, ~;I;Jj••r liAl'r.il.rl.y",;t 1.,:1 •yYli J.;I., I~ ~4lI r; II all I , i, 11 ~ dl.! 11., ~ 'll v a{'e h :.I` I,a~~Y .t l':I ~i71~~,~ 2. 51' MIN. WIDTH LOTS 53 804-323-1362
! 1 XI ..f ' ll f".'. .,.r t 11:1 y~~ ' ` , 'I }I., ~ ~;~IIIIJ IlIl y}Ih I~'I)r1 ,1111 II.3Jy"-11 , ~:;I 11 aIV ,)IJ. 4jJ ,L i 9ii ` \ a' yllu': Y il. ~ .'d . . dr.. la . I i 1 : I1 Y rl.. )d I I t IA r .1~a. vW ( l lA la ,~.{i ~ 1 °'1"1~• I 'Ik- •.irJl t y,,. 1.: , ?.I,. ' 1.1' I II ~".e :I:I 5~ P l+t., ° } . f .r, r 1 I ~ aa 1 +l r y,J r ~I a .I.f .:I .I. II \ 1, ' i~. ~ ''r l I ',~1 i'\•: , I .J: „l:: 'J' l Y 1':[A~:T.ll, ai. i. \ \ ~ \ ' •,j~ I al '•r alr ( a7 II I. III. FUTURE PHASE III CONTACT: DICK PATON
JOYCE CASH ~ ~ / IItiI ,.u { ~ I r. , i I I . I I i il, l h. I j t,, r l I- I( 'rl.,y ,1 . rrl ~'~lil J ~ ra ' I I '1 11.. J I r. J7 , h 1 ?I n,,,r I,,J ..'v. }1.1 .r1 1 f 1 - ~ . { , 4 iel l i 1h11r I t 1 t 4' . 1' •M! 1i Ai,IM!!I!: )a~~.~~;rr~~v'. ~ o~ [ r dr ! • it r I ~ ~ dIr gill" al el d _ r-^.'~~' / Hd ' I 1 I 1 J ~h,,~. ,.I r 1. I q w. F I l I. {.i4 F i ~'7;~;~'~+hl A. GROSS ACRES IN PHASE 59.88 AC B. PHASE QPEN SPACE 36.46 AC (60.89%) EMAIL: [e-mail] i
i PB 1316, PG 697 ~ ~ PIN: 1832-86-9235 ` J14 ''4r li ~r I I 4 l i~•4VJI ' ta. ' r.,l 1 ' I I.IUr (IKI;rI,I' I. •l Cy' \ - j• \ r1 3 I ( I .1 f I.~I i Ir~..Q , A! lr a' : YY 7 II trIY 1 y lilt, 1• ty. .ll y l I u' a r u.lld 1 la n I 1 .:t r If 134 lyrl' rl a yl 1 +IJl.>,.,~ I I,~ r!I rr,l C. TOTAL UNITS IN PHASE 92 ENGINEER
ZONED: R-40 \ N/F adt~,i ~11 II ,I, I ~ I. •1 a II 1+lia I) ~ ' n4.. I! I' f + \ "rll; la I ')1 II I l ~j Yi I ril •rl I.}~ \ 'all Ea 1 I 1 1~1 I 1 411 ~I I ?rl :...I 1 {I.1` I ~rr! ~.il; - - \ \ ~ 1 1 II r y 1, I P Y..,, I, },a, hi/pr ~ ~ 1. 61 ~ MIN. WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
~ 1 ::IIJ ri l 1 p I r. ! ~ v `I~j:'t3 t 11,f itq•"rlh a~r;l ~ ~ ,i r , .u!~rt,a~a~' ~ ~ ~ i slid I I I I ' r.' r l a~ r 3`''la':Ik' ~ J~ I I,,. It!I. ,~7tI: 1,A. 1' I rii' „111rt1:ri.3;1 / ` ~ \ 2. 51' MIN. WIDTH LaTS 63 2880 SLATER RD. STE.200
~l A \ 41~ i t [ 1`r~.ll, ytj ' MIl il:~~''• ~ I 1 d I tl h, u, .I; p.r ` \ \ , \ 'JI',. II? . II i I:f 11 l y I^''d l 1 l}. f)r Y'I 1 Ill 11,.rY~ u, 1~1~i • 1 IV. FUTURE PHASE IV MORRISVILLE, NC 27560
I r l 1'.. 4'I i f I a ,,I !1 i{l4 ~ ~ ~ 1 1!t~( ~ A. GROSS ACRES IN PHASE 54.81 AC 919-481-2021
7~;. ' ~ B. PHASE OPEN SPACE 24.44 AC (44.59) / , C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
I F \ ''I`-y N ' 1. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
1137 LIMITED PARTNERSHIP ~ "~~F`~:'~;;~~ ' ~ ` 5 ` h.l rl~ - - - - . PB 1059, PG 23 T ~ ~ ~ / 2. 51' MIN. WIDTH LOTS 67
PIN: 1832-59-3900 - - - - - ~ ~ ~ ~ . ~ / / ZONED: R-8 ~ ~ OPEN SURVEYOR
~ / / SPACE r'r / NOTES JH CHANDLER & ASSOCIATES
THOMAS E. BREGGER & VIRGINIA K. ~ OB 1206, PG 32 BM 1997, IRGINIA K, DeLUCA ~ , . ~ N F ~ L \ r CLEMMONS & BM 1997, ~ , , ~ f f ~ H ~ ~ ~ ~ ~ ~ ~ * TOTAL SITE AREA NOT OWNED 8Y DEVELOPER AT THIS TIME. ' \ ~ ~ . ~ ~ AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
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r • r ' ' 1 S / ! , r , + r ~ «,n,. i~:~ ~,.,f... 1. 61 MIN. WIDTH LOTS 24 1~;'tr'~F`A~ril ;t'il~::' Lx:,y 1 . r, iw • ,~y . 51 MIN, WIDTH LOTS 60
~ , ` ~ i 1/ , • A ~ 5 ,r ~ ~ ;~k «~11~• fa~ll~; T R P H E II ~ ~ II, FU U E AS :rte .~:r.: s~a~ CLIENT
n_ / i , -a: a~~{~,~.: rs :i:~a:~tp,~+~. ~~~I~M f '~iiv~r~ ~,~.i•~i'tia::E+r<:~T} A_ GRASS ACRES IN PHASE 29.08 AC T%^ . T T T. lkT T Tf%l ff T:1Cl
I ~ ~ / , ~ ~ t 'a' ;~u~•, 716 A fi.24~ ,al,. 3 C 2 a B. PHASE OPEN SPACE Z471o) Lv Al -1 or tv nvrirji3
J J - .TOTAL UNITS IN PHASE 100 C , 812 MORREFIELD PK.DR.STE.812
\ 1. 61 MIN. WIDTH LOTS 47 RICHMOND, VA 23236
~ ~ ~ ~ 2. 51 MIN. WIDTH LOTS 53 r 804-323-1362
III, FUTURE PHASE III r A. GROSS ACRES IN PHASE 59.88 AC CONTACT: DICK PATON EMAIL: dpaton@doallengoup. com
36.46 AC fi0.89~ B. PHASE OPEN SPACE ~ , 1.89%)
` C, TOTAL UNITS IN PHASE 92 ENGINEER
/ ~ ^ SUNBIR~ \ ' / f . 1 e 61 MINe WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
1 ~ ~ ~~Y e r `I I 2. 51 MIN. WIDTH LOTS fi3 r, i 2880 SLATER RD. STE .200
i 1~ 1 IV, FUTURE PHASE IV MORRISVI~, NC 27560
-.I / r r r r ~ r / f r r / r Ar GROSS ACRES IN PHASE 54,81 AC 24.44 AC 44.59% B. PHASE OPEN SPACE -.59%) 919-481-2021
I ~ i r 1 ! . a i ! ~ ` C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
~ ~ r f / 1/ 1 MIN. WI TH LOTS 66 6 ~ EMAIL: [e-mail]
` ! ! \ r \ / r r . 2. 51 MIN. WIDTH LOTS 67
/ ~ r \ SURVEYOR
~ ~ ' 1 ' / a 1 r * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME JH CHANDLER & ASSOCIATES
r a , r r A UIRING ADDITIONAL PROPERTY EASEMENTS AND R Z NIN I a E o cs s 7621 PURFURY RD. STE.201
/ ~op~ ~ j r ~j r r THE RESPONSIBLITY OF THE DEVELOPER, TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO FUQUAY-VARINA, NC 27526
0 r r i ~ - - HAVE 1157 AC IMPERVIOUS SURFACE, THIS NUMBER WAS TAKEN 919-552-4845 CONTACT: JOHN CHANDLER
r a ~ i ^?1 / ~r FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF EMAIL: [e-mail]
~ - i f r RECREATION CENTER WITH POOL AND PARKING,
'i \ LANDSCAPE ARCHITECT
r 1 ! 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ELAM, TODD, d'AMBROSI
~ J j / 1 l ! 1 FROM A DIGITAL SURVEY PROVIDED BY CLH PA. WETLANDS DELINEATION PR01flDED BY S&ECe THE 2880 SLATER ROAD. STE. 200
WETLANDS SURVEY WAS PR VI BY A NIX N AN 0 DED BSS 0 D MORRISVILLE, NC. 27560
~I~~ ~ _ ~G \ 1. KENNEDY. t 919-481-2021
J ~,r r ' r CONTACT: MICHAEL LEIGH
~ Q~~~ C 1 f c c ti EMAIL: [e-mail]
C / A
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s:.•~ a~: • ! FUTURE PHASE . : ; x 54.81 AC s.~• r PHASE /'~ROSs RES IN AC MORRISVI , NC 27560
>ra A. G • i; '•'ti,. i . t'~ \ X11 - ~ ~ ,1'• a . ~ j 24.44 AC 44.59 • .t . n A OPEN SPACE ~ - :J, B. PH SE 919-481-2021
- - 133 y~'~i,:~+~~z_~a~7a :J ~ IT IN PHASE " ,TOTAL U N S C CONTACT: SAM NYE
~ J IN. WIDTH LOTS :a• 1. 61 M ; :L \ f EMAIL: [e-mail]
~_•a..,°::<,:.= : ~.:::=.'.z' 1 MIN. WIDTH LOTS .al. 2. 5 af-. ~ l-•,• ~f SURVEYOR
. ~ r , ~ `.5}' •:i ' , ! ^j• JH CHANDLER & ASSOCIATES
:r,'1:• / x ~ ' , , • AT THIS TIME. - * Y DEVELOPER NOT OWNED B , • - - ~ ~ TA SITE AREA TO L 7621 PURFURY RD. STE.201
•~i~ ~ AN REZONINGS IS EASEMENTS D ,:J ' ~ ~ : ITI NAL PROPERTY n IRING ADD 0 AQU :=:4~i..~4,_.,a,', ~ TH DEVELOPER. FUQUAY-VARINA, NC 27526
:G. ; : ' ! ~ ~ P NSIBLITY OF E . THE RES 0 I::',. ~4~'.'••iy,•,'y? Lea , ! . 7 ,~C '...z;4• • • ~ NT R ASSU M ED TO AMENITY CE E 919--552-4845
. ~ ~ VI S INCLUDES IT IMPER OU Y TOTALS E ~ ~~L~;=•'~'~ i. x THIS NUMBER WAS TAKEN + r MP RVIOUS SURFACE. • AV 1, 57 AC I E 1 s•; ~3•r af3> H E •a x. ' CONTACT: JOHN CHANDLER
WITH A 9000 S 4, 2.07 BY ETd ::ri ~ ATED 0 2 ~ FRMASE ~ 0 '.,1 •.f EMAIL: [e-mail]
PARKING. ITH POOL AND ~ CENTER W • a•~:`. RECREATION ''i R \
~4•+? ~ ~ Xk LANDSCAPE ARCHITECT
! •i - r V ARE TAKEN BY T POGRAPHIC SUR EY NARY AND 0 1. BOU D ELAM, TODD, d'AMBROSI
~ ~ Y CLH PA, PROVIDED 6 A SURVEY M A DIGIT L FRO 2880 SLATER ROAD. STE. 200
i~: ~ - . ~ N .THE WETLANDS VI D BY S& C ATI N PRO DE LINE 0 • 'y T NDS DE WE LA - AND KENNEDY. Y ASS NIXON VIEDB B MORRISVILLE, NC. 27560
PROD RVEY WAS SU x ~ 919--481-2021
• h ~ ~ r , CONTACT: MICHAEL LEIGH
~ ! ~ X, , , EMAIL: [e-mail]
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" .~u~ OPEN SPACE AREA a, Checked By: SN PM: SN
w Date 2/01 /06 SM: SN
NDS AREA WETLA . . Proj#: 2502011
F R AREA TREAM BUF E S Revisions
. _ NDS R M PO TEA S S 6/15/07 LAYOUT REVISION
PHASE LINE
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O T 60 BLIC R f f r ~ URBAN PLANNING LANDSCAPE ARCHITECTURE CNII, iNGlNiBROG# LAND USE CONSULTING
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~ t ! / ~ ! ~ I l „ ~ ~ i ~ ~ ~ ~ r / , / ~ 1 J f ! ~ j----~_ t i r ~ r 1 418 r y^ _ . ` SITE SUMMARY Q~ l
~ ~ I ' 1 I ~ i ~ j ~ ' ' / i ! 41 1 % r ~ ~ ~ ~ ? ` , PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC LC AL
I / ~ r'- / ~ r. ~ i r r ~ ~ ! ~ ' r ~ 416 c.~~ ~ - _ JAMES T. MOSS ~ WILLIAM H. MOSS, TRUSTEE 030844 fEE Opp Q~
/ ~ / _ i < r ~ ~ r ~ ~ 1 ~ I J 4~ f~ ~ ~ ~ ~ MOSS FARMS EAT, LLC
~ j t ~ I ~ 1 '.r" 1 t i ..r ~ ~ ~ i r I i r / ~ ~ i ~ ' 1 r, i i ~ \ CLEMMONS & BERENTHAL KLEIM 47p \ ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 .L KLEIMAN 1N~~'~ ~cr)
! ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ I ; _ ~ j CJ 2 ~ J r 't ~ I r ! ~ r I ( ~ ~ R-B SqN Np ,
/ i 1 / ~ ~ / r 1 ~ ! ~ ~ ~ i ~ i ~ ' ~ 1 ~ ~ I f ~ ~ ? ~ ~ ~ 1842-09-4303 ZONED R-8 ~47 _ \ _ ~ ~ 1842-14-2971 ZONED R-8 4 \ ~ 1832-65-8449 ZONED R-8 "D R-8 D R-8/HB
• ~ i ~ i ? ~ ~ f / 1 4 / ~ ? ~ 14 r , ~ I ~ ~ ~ , ~ ~ ~ ~ y D R-8
~ ~ / • } ' ~ i ~ ~ ~1 ' ~ , ~ - _ 1832-97-7749 ZONED R-8 \ 1 ' 3 ~ - 1842-18-7203 ZONED R-8 :D R-8 :D R-8
1 / ~ i J 1 j ~ ~ ~ ~ i ~ , ~ 4 \ ` ~ ~ ~ ~ ' ~ ~ r ! t ~ l ~ ~ ~ ~ - - 1842-14-6300 ZONED HB :D HB
` ~ / - + 1 ~ r / - t ~ ~ ~ ~ j C! 1 ~ ` _ ~ 1842-15-9337 ZONED 0&I :D 0&I
1 I r ~ ! , 1 r l ram„ ~ ( ~ ~ ! 1 ~ t 1 ~e ~ ~ 12 ~ti 4 ~2 ~ ~ TOTAL GROSS SITE AREA 187.80 AC'"
1 . ~ ~ / / ~ J e / ~ / . 1 ~ ~ J., 11 ; i r ~ ~ ~ TOTAL SITE IMPERVIOUS AREA 24.75 FRANKLIN GROVE
I~ l 1 ~ rj ( ~ 1 1 i r~ + 1 / 1 ~ ~ j l 'C^ ~•--••t ,ter ~ t ! i f 1 I i J ~ J ~ r - ~ r ~ ~ ~ OVERALL PLAN SUMMARY PHASE 1
1 / 1 ~ I ;T" t 1 ~ i I r ~ I ~ ~ ~ ,
1 t ~ l / r ~ ~ ~ ~ / i / I ~i j , l l CONSTRUC \ ~ ~ I. OVERALL PLAN ~ p - ~ ~ ` A. TOTAL RESIDENTIAL DWELLING UNITS 409
• , r ~ ~ f ~ l j / / f l i . i~ l r I l ~ ~ l ~ ~ r t / : J 1 f i ' - \ ~ 1. 61 ~ MIN. WIDTH LOTS 166
- ~ ~ / 1 \ _ ~ ~ ~ ~ I ~ / ~ ' r ~ / / ~ • / ! 1 . ~ ~ ~ 1 ' 1 l r ~ r ~ 1 ; ~ " i ! J ' j 2. 51 MIN. WIDTH LOTS 243
\ ..N j ~ i ~ o l i ~ ` ~ ~ 1 i r ~ ~ J ~ r J ~ ~ ~ s / ' B, TOTAL AREA ENCOMPASSING ALL FOUR PHASES
\ I ~ t ! I " ~ ~ j % ~ r 1 ; l ~ - i r 1 / % r ~ ~ / ~ r ~ 1 ~ 408 UNITS X 20,000 SF = 187.79 AC
J ~ i Q ~ 1 1 ~ ' ~ ! ~ j ~ f ' ! / f f i~ 1 ~ / r ! ' r ! ! r ...-r ~ ~ ~ % jJ, C. TOTAL OPEN SPACE 89.85 AC (47.840 g4%>
~ O J l 1 r ~ o ~ ~ 1 1 / ~ ~ ' ~ ! r' ~ i/ ! 1 it ! ! ~ 1 j ~ I / D. TOTAL DENSITY 2.18 UNITS/AC
~ ~ 1 1 r f ~ ~ ~ ~ ~ ~ f ~ / ~ ~ " / r I ~ ~ ~ J~ / PHASE SUMMARY GRADING PLAN
~ / ! ~ / i / / ~ ' r I i i ! % / ~ 1 I ~ . ~ ~ 1 ! ~ ~ I { , ~ ~ / N ! ~ r r / \ ' / / I. PHASE ~ " ,
~ ~ ~ ~ ~ ~ / r , i ~ ~ _ r , r ~ .ice ' . , A. GROSS ACRES IN PHASE 44.03 AC 42%)
r t ~ ~ ~ / r I 5 t I I ~ ~ , r i ~ ~ ~ ` j ~ l ~ i` ~ E ~ i , ~ B. PHASE OPEN SPACE 21.32 AC (48.429) .Y~r ~ G TOTAL UNITS IN PHASE 84
~ j/' ~ I ~ 1F 1 /I t l ! ~ ( ~ f 1 1 / / / 1 , ( I 1 t 1... I t r f _ ~ ~ , 1. 61' MIN. WIDTH LOTS 24
i / j ` %r 1 r ~ / / i l ~ I ! ~ j / i i t 1 r ~ I r ~ ~ l , ~ "j ~ i 2. 51 ~ MIN. WIDTH LOTS 60
i ! ! ~ 1 ( i ~ 1 1 i 1 r l r II. FUTURE PHASE II CLIENT
i ~ I ~ ; ! ~ , ~ t , ~ r , i i / ~ i J ~ ~ _ ~ ~ \ A. GROSS ACRES IN PHASE 19.Uti At; 4%) DO ALLEN HOMES
~ ~ i ~ ~ l ~ r ~ ! . r ~ ~ ~ i ~ / ~ ~ , ~ ~ ~ f ~ r / ~ ~ ~ ! / ~ ~ i B. PHASE OPEN SPACE 7.63 AC (26.241 812 MORREFIELD PK. DR. STE.812
~ r ~ I l ~ 1 ~ ~ ~ ' 1 I ~ ' ~ t t ~ - . r 1 C. TOTAL UNITS IN PHASE 100 1. 61' MIN. WIDTH LOTS 47 RICHMOND, VA 23236
; ! , ~ ~ ~ / 1 J ~ ~ f I ~ ~ i ! ~ i 1 ~ ~ ~ ~ f , 1 ~ ; 0 _ ~ / _ ~ 2. 51 ~ MIN. WIDTH LOTS 53 804-323-1362
f ~ ~ I ~ ~ J l ~ ~ ' , I / r I ~ 1. / ..r r ~ ~ t / ~ - < ~ / _ l2 ~ r _`L-~ - - - III. FUTURE PHASE III CONTACT: DICK PATON
~ ~ % ~ i r ! i ~ + ~ ~ ~ 1 ~ i ! \ r l i l~ r / / ~ ~ ~ - ~ / A. GROSS ACRES IN PHASE 59.88 AC
' % ~ ( I r r t ? i 1 ~ ~ ~ ~ i i ,r l - % ~ - ~ B. PHASE OPEN SPACE 36.46 AC (60.89%) C. TOTAL UNITS IN PHASE 92 89%) EMAIL: dpaton@doallengoup. com ENGINEER
% ~ ' r ~ r I , i ~ ~ ~ f i I I ~ ~ ~ ~ ( , I I ~ , CI 3 I ~ A~ ~ i 1 r r / - . ~ 1. 61' MIN. WIDTH LOTS 29
f ~ I r ~ 1 I , ' ~ ' ~ I 1 1 r s ~ / r ~ r f - " ~ J 2. 51' MIN. WIDTH LOTS 63 ELAM, TODD, d'AMBROSI
j ~ , ~ f f i i ~ / 1~ / / r r r / f~ ~ IV. FUTURE PHASE IV 2880 SLATER RD. STE.200
i i ~ ~ ~ ~ , ~ ; ! ~ ~ ~ , E ~ ~ t ¢ E ~ ~ ,5 r f , r ~ ~ ' ~ 4~ ~ 6, A. GROSS ACRES IN PHASE 54.81 AC MORRISVILLEI NC 27560
I ~ ~ I I , / J i / ~ i i 1 - ~ 1 ~ f - / 1 i r r - ~ B. PHASE OPEN SPACE 24.44 AC (44.5990) 59%) 919-481-2021 CONTACT: SAM NYE
/ ~ , ~ ~ ; ~ i , ~ I t J , ~ i ~ ' ~ I 1 ~ i r I ~ ~ 1 ~ ~ / ~ ~ ~ ~ l ~ C. TOTAL UNITS IN PHASE 133 / f-- - 1. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
i ~ 'y 1 , t 1 I ' ~ , ~ ti, ~ r i ~ ~ ~ ~ ~ ~ 1 ~ r I j _ , ~ 2. 51' MIN. WIDTH LOTS 67
I ~ 4 ~ 1 i ~ ~ / r 1 1 . .i 1 ~ , r I J ~ ~ ~ ~ i :i ,i j r + ~ ~ ~ 1 ~ I ~ i - - SURVEYOR
/ ~ ~ ~ ~ `I ~ ~ r ~ ~ ' ~ ~ ~ t i ~ r r I \ / / ± ~ r ~ ' 1 ~ r / ~ i ~ ~ ~ ~ / - NOTES JH CHANDLER & ASSOCIATES
i s ` i 1 ~ ti ~ ~ 1 i 1'~ I 1 I ) J ~ / ~ r I r ~ r ? ' ~ i I ~ r ~ 1 ' ~ ! ~ ~ ~ `1""- - ~ 1 "TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. ~ % ~ ~ L-_, ~ J AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
~ ~ ~ ~ ~ ~ , ~ ~ 1 i 1 ~ ; D~ - ~ ~ .r ~ r , ~ ~i~"-~ _ THE RESPONSIBUTY OF THE DEVELOPER, FUQUAY-VARINA, NC 27526
1 i~ , ~ ,l i l f t. ~ ~ ~ ; I , I i 1 1 ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO 919-552--4845
' .0 ~ ~ E ' t I t / ~ ~"r r f f ~ / ~ ~ ? ~ / T ~ - ~ _ _ - HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN ' FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF CONTACT: JOHN CHANDLER
t , \ ` ; ~ 1 ~ ~ ~ Y ~ 1 ~ i I i ~ . . / . 1 i ~ ~ ~ ~ ! 1 i ~ ~ ~ I ~ - ~ RECREATION CENTER WITH POOL AND PARKING. EMAIL: [e-mail]
, ~ ~ ~ , ~ t ~ ~ ~ r ; ~ ~ ~ / ' j i ' / I ~ LANDSCAPE ARCHITECT
p , ~ N ~ ~ 4 a ~ ~ ~ ~ 1 ~ \ ! > > r ~ ~ i ~ \ ~ ~ ~ r f ! 1 ` ~ =
~ \ i F.? ~ i , , \ ~ ~ , ~ ~ ~ ~ , .1 \ ~ ! ~ 1 I ~ ~ t ~ r ' f j r ~ ~ ~ ~ 1 ; EXISTING CONDITIONS NOTES ELAM, TODD, d'AMBROSI
i \ ~ , ~ ; ~t \ ~ ~ l ! t 1 ~ ~ , ~ ~ f j , ~ ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ~ ~ FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. 2880 SLATER ROAD. STE. 200
~ ` ~ 5 ~ \ r ~ ! ~ i ~ / i << ~ ~ j t i~ i r t j ~ ( ~ I r 1 ~ / WETLANDS DELINEATION PROVIDED BY S&EC. THE MORRISVILL.E, NC. 27560
~ , `t ~ ~ ~ ~ i ~ i a' , , ~ 1 r i / f ' ~ WETLANDS SURVEY WAS PROVIDED BY BASS, NIXON, AND ~ ~ KENNEDY. 919-481-2021 CONTACT: MICHAEL LEIGH
~ ~ ~ 1 r \ ~ - ; 1 ~ ~ ~ ` y ` ` \ ~ i ~ r 1 ~ r t ~ i i ~ / , / ~ ~ i~ i i t EMAIL: [e-mail]
~ ~ , ' , ~ \ ~ ~ i ! J ~ r , r ~ 1 ~ ~ f l ~ ~ ~ ~ ~ / ~ RETAINING WALL SPOT ELEVATIONS
, ~ ti ~ ~ ~j r ~ ! ~ ~ ~ . / r , A ` ~ ~ ~ ~ , , ~ ~ RETAINING WALL #1 TOP OF WALL BOTTOM OF WALL
~ . \ ~ ~ \ ; ' t ` ~ , i ~ ~ i i j ~ I J / i / / ~ ' / / `I - ~ ~ A 402.5 401.0
D~ ` ! ~ ~ ® 1 ~ , 1 ~ ` , t ~ , ~ i ~ ( ~ I l i 1 i B 405.8 401.8 , ~ ~ ~ C 405.6 403.0
O ti , ~ ` V 9 ~ I ~ ~ r ~ ~ i ~ t ~ ~ • I ! ~ ~ / / % ~ ~ D 405.4 403.2
~ ~ ~ t ~ VI ~ ~ ~ ~ ~ \ p t t 1 ~ ~ ~ ~ , t ~ i ~t ~ B ~ r r ~ f
N ~ ~ ; l ti ~ ~ 1 , ti ~ 1 1 ` ; ~ , ; ' / ~ ~ ~ ~ i j i ~ ~ ~ ~ j r ~f ' ~ ~ ; ~ j C 1--- l ~ RETAINING WALL #2 TOP OF WALL BOTTOM OF WALL ~ ~ C ~ A 398.0 396A
~ 1~ ~ ~ ~ } ~ 1 ti ~ 1{ / ~ r ~ t / i ' i o 6 394.8 399.8
~ ~ 0 i ~ ~ ~ ~ ~ t ~ ~ 1 } ~ ~ I j , ~ , \ 1 ~ ~ f ~ ~ I i ~ i i ~ ~ ~ r \r ~y°~ J ~ / C 394.0 399.7 ~ ! ~ ~ f ~ / \ D 393.8 397.0
Zr ~ ~ ~ ! , , ~ I j I ~ / ~ ~ ~ ~ ~ ~ ~ , ~ I t ~ ~ i r ! ~ { ~ ~ r r ~ + I,
R r ~ ~ r , t + t ~ - \ f ~ t ~ ~ o _.r.._ - , ~ ~ ~ , ;i~ r/ r i / / ' RETAINING WALL #3 TdP OF WALL BOTTOM OF WALL Drawn By: JJ PP: SH
! ~ ~ ~ ~ \ 1 l r ~ i ~ I 1 ~ r ( ~ ~ i ~ l ' \ A 402.0 400.8 ~ ~ ' f ~ r~ ~ B 402.1 399.5 Checked By: SN PM: SN
~ i ~ V l ~ t I t ~ ' , i ~ ~ l ~ r ~ 1 r~ ~ i 'l r~ % / ~ / C 402.0 398.8
t ' ~ + ~ ~ i ~ ~ l I ~ i _ ~ , ~ r . , r I f ~ ! r l ; ' ~ , 1j ~ / I ~ RETAINING WALL #4 TOP OF WALL BOITOM OF WALL Date:_ 2/01/.-..-----_ SM: SN
~ ~ ~ .r ~ t ~ < ~ I ~`w / ~ ~ ~ r ~ / ~ r E t / ~ ~ j ~ ~ ! ~ ~ A 384.5 382.5 Proj#: 2502011
' ~ ~ 1 { I r \ _ N 4 Jt I i I ~ '~~.i-' ~ ``1 ETAI IN WAl1. ) > > i ~ l ~ ~ 1 , ~ ~ ~ ( ~ J I , / B 388.5 383.1 j , ~ ~ ~ _ ~ C 389.5 383.5
' ~ O I ~ ~ i ~ 'C ~ ~ r 0 ~ a ~ ~ ~ f ~ f _ ~ 1 + j ~ D 385.8 384.5 Revisions
~ ' i ~ , r f i i ~ ! ~ i ~ ~ ( r f / ' ~ I " + ~ ~ ~ j ~ "ALL RETAINING WALLS SHOULD BE TIED INTO FINISH GRADE 6/15/07 LAYOUT REVISION
A ~ I ~ ~ s- ~ ~ r ~ Q f r,.,, ~ r ~ 'ti ~ ~ ~ ~ ~ . Q ! ~ 7 ~ , ~ 6- r ' r ) ~ , I / _ ~ AT WALL END.
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~ 1 { t ~1 1 ' ` r ~ j ! ~ / ~ ~ ~ 7 I i r ; i ~ ; ~ ( 1 ~ i t~ / KEY PLAN o0
. i 1 ~ ~ ~ ' j ~ 1 S l ~ ~ s , i \ ~ l ! ' ~ I . I ~ ~ ~ ' j t , r ~ I ~ ~ ~ J / off. ~ ~ ~
~ 1 l I ` ' t5 • I ~ ` , 1 1 ~ 1 j I } ; ~ ~ i ~ v ~ I I ~ I 1 ` r ' / 1 r ~ I r
i 1 ` r ' I ~ I 1 1 , \ .,5 1 . . 1 1 ~ } , ' ~ l 1 J I ~ < i ~ / _..1 1 , _ ~ r 1 j l f t i ~ ~ A j ~
I / I ~ t ~ ~ 1 1 } AIL i ~ 11 1 11 , ~ I ! ~ ~ ` 1 ' i t I , ~ ` ` i l i.. ~ ! ~ ~ ` l f I f i I ~ / y y
L I i ;I i ~ 1 ~ l I f I ~ i ` ~ 1 1 . ~ } t ~ 1 ~ t 1 'i ~ ! / ~ , ~ ~ ~ ' r ~ ~ , / , ~ - , ~ ~ i`. - - I ~k0 \ YI 4p' E
I ~ t ~ t -4-- 'i I , ~ I l 1 .i / ' 1 ` 1 1 ~ ' ~ . 1 a I, i ~ t y I l '1 , ` 1 i - ! ~ % - ti ~ i 1 / ~ i ! ~ I ; ~ 1 EEAM, TODD, d' Ra S I
't S ~ i ~ ~ - _ i 1 1 t , ~ ~ I / r ~ ~ I ~ ! ; ~ ~ 1 ~ URBAN PLANNING LANDSCAPE ARCHITECTURE
i , i i } 1 1 ~ ~ ~ i i 'i ' 1 l ~ ~ i ~ ~ \ t ~ ~ CPAL iW6~RAG • LAND USE CONSULTING
I ~ I ~ I 1 ~ ~ 1 t ~ 1 , ~
I 'I I r I r I ~ 1 ~ 1 - ti ~ ~ ~ + j 1 1 i } { 'tt ' s i 'l ti ~ ~ ~ 4 / I j f ~ I I ~ I ~ i ~ ` i ~ i
1` i ~ i , _ i 1 _ I , ~ 1 i -----t / ~ ~ ~ ~ r i i ~ ~ i ~ ~ ~ ~ 1 , , ROBBINS
~ ~ 1 ~ 'l ; ~ } ~ i ~ i 1 s ~ ~ 1 ~ i ~ / r ~9 ~ \ ASSOCIATES
1 ' t ' } i } ~i ' ' t F 1 I \ l 1 I 1 ~ s..r ~ ~ / ~ ` I ~ ~ y ~ t I 1 ~ \ I ~ l ~ ' INTERNATIONAL
4 ~ ~ ? ~ .I i i t c a ~ GOLF COURSE DESIGN * MASTER P G
i 1 l 4 f 1 \ } \ 1 ~ , r ~ ~ ~ CONSTRUCTION MANAG
' , I , 1` 1 I f i ~ ~..r 1 w . ~ wr ~ ` l \ 1.. / ~ 2880 SLATER ROAD, SLgM 200 MORRISVILLE, NORTH CAROLINA 27560
t ! ~ I ~ ~'ti . ~ 1 1 ~ J ~ ti ~ _ , i 1 ~ i i ~ - fem....' SA
~ ti S .r . I ` 1 i i. I I ~ t ~ ~ ~ c`Qr N \ o OFFICE 919.481.2021
I ~~1 ~ ' 1 ' PRAT ~CTlON } ' 4 : ~ ,i t ~ FAX [phone] EMAIL e#d@etdp&com
TREE ,t` 1 ~ . I ~ . 4 E ~I ~ ; I. . ~ - 1 \ _
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t i t t+ ~ i l ~ ~ 1 i i j ~ ~ JB ~ .i o S .a
~ 1 t j ~ \ ` ~ r i i ~ r ~ 1 / . J ~ 3g . ~ ~ ~ \ ~ SITE SUMMARY r AL _LC
~ i . ~ ~ ~ ` 1 ` FRANKLIN RESIDENTIAL LLC \ ~ T PROPERTY OWNERS: 030844 _ I
I ' ' ~ + i } / ' ~ I ~ f r , / i . ~ 1 ~ ~ \l ' I I - \ ~ r ~ r.---f ~ / / I ~ ~ ~ \ 1 1; WI~LI MTH MMOSS, TRUSTEE ?TEE ~ ~ ~
I ~ 1 I ~ 1 ~ i t t rte. ~ ~ MOSS FARMS EAT, LLC i'~ ~ \ ~ ~ ~ i CLEMMONS & BERENTHAL KLEi ~ \ ~ 4, ~ ~ , PIN NUMBERS: 1842-07-9181 ZONED R-8 ft-. I N~-~ El 4L KLEIMAN
1 1 S ~ 1, 1 I / r i ! , ' ~ • / ED R-8 lee ~N W,
~ i I ~ ~ ~ ~ ~ ~ . ' ` ~ i 1 I ~ 'I. 1 . ~ r , ' I 1842-09-4303 ZONED R-8 ED R-8
1 ~ f ~ 1 I ~ , •1 ' ~ \ ~ ~ I } t ~ ` , ~ ' v - ~ [ ~ ~ ~ ; r / 1842-14-2971 ZONED R-8 ~ ~ / ~ 1832-65-8449 ZONED R-8 ED R-8/H6 ED R-8
! I 1 t ~ ~ II ~ / ~ ~ \ ~ 1 •t ~ ~ 1 i \ 1 s . ~ h ~ h . / t ~ , i / 1832-97-7749 ZONED R-8 ED R--8
~ ~ ~ 1 ~ T W 1 VAR L } , 1 ~ ~ i ~ , ~ E ~ ~ CY 5 ~ 1842-18-7203 ZONED R-8 ED R-8 ED H B
1 ~ ! ~ GE t 1 RA ~ 1 ~ N W 1, ~ ~ z ' 1 1 v' ~ ~ n ~ /`ti i ' CI / 51 / ~ 1842-14-6300 ZONED HB / / 1842-15-9337 ZONED 0&I ED 0&1
! 2 ' j ~ / ~ TOTAL GROSS SITE AREA 187.80 AC*
63.0 ! ~ ~ ~ S.E~ 3 N, ~ t. i \ ; ~ ti ~ ` r ` ` ~ ~ Z ~ ~ / j i ~ TOTAL SITE IMPERVIOUS AREA 24.75 i F '*KLIN GROVE
i \ 1 \ ~ I ~ 1 ~ ~ ~ ~ • / ~t r ~ i ~ ~ ~ r ~ , i , j / ~ P SE 1
' ; 't 1 ~ \ ~ .1. 1 ~ 1 ~ / ,e ~ ,~9fl ~ ' ~ i / 401 OVERALL PLAN SUMMARY
~ t vrrr'~ ~ \ 1 1 1 v 1 ~ 1 X - ~ ~''c ~o ~ ~ ~j ~ I. OVERALL PLAN
i r ~ ~ v ~ / ~ ~ , / / ~ ~ / ..rte . r.....-- ~ i ~ ' ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409
' , ~ ~ ` ~ r i \ , ~ 1. 61' MIN. WIDTH LOTS 166 l _ 3g5 / ~ . / 2. 51 ~ MIN. WIDTH LOTS 243
i ~ ~ 1 \ , ~ .i, ~ I `1 i ~ \ • A , > ' • • . ` /
! ~ ~ ~ 1 ~ ~ / ,X ' ~ . r ~ . ~ - ~ ~ / B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES ~ f,. ~ / a YI 1 3~ 408 UNITS X 20,000 SF = 187.79 AC
} 1 ~ ti f ' ~ / X / r- ~ ~ / C. TOTAL OPEN SPACE 89.85 AC (47.840 .84%)
~ ~ \ . i s ~ ~ ~ / / t ~ / ~ i . , / ~ ~ ~ ~ D. TOTAL DENSITY 2.1$ UNITS/AC
i ~ 1 ~ 1 ~ ti \r ~ 1 rr , ~ ~ i ~ j ~ / ~ ~ C~ ~ ? PHASE SUMMARY GRADING PLAN
1 ~ • . 5 ~ } 1 i 1 ~ r_., ~ / ~ / ~ , x h ~ ~ , ~ oo
• O 'I ~ 1 RIS . ` ; t f ` \ ~ / ,y ~ ~ S I. PHASE ~ a~^ ~ A. GROSS ACRES IN PHASE 44.03 AC
. t,~ ~ . ~ 1 ~ ~ ~ f ~ ` / i l ~ ~ ~ % ~ ~ / ~ B. PHASE OPEN SPACE 21.32 AC (48.42%) .42%)
. ~ ~ 1 ' .i '1 1 ` ~ ~ ~ ~ ~ ~ r , ~ i r ~ i ~ ~p ~ G TOTAL UNITS IN PHASE 84
c ~ ~ \ , ~ ~ 1 f / % ~ ~j~ $ 49 1. 61' MIN. WIDTH SOTS 24 j ~ ~ >s ~ ~ 2. 51 ~ MIN. WIDTH LOTS 60
~ ~ i i ~ i~ Y.: i ~ ~ ' " ~ f j ~ ~ ~ ` i ~ i / ~ / % ` <t - II. FUTURE PHASE II CLIENT
ES F f OZA ` I ~ r / / \ ~ ~ e r_an¢¢ nraF~ w PHASE 29.08 AC T%n AT T IM unUIPQ
' 1 \ \ ' ~ ~ ~ \ ~ ~ ~ ti j ~ \ ~ ~ ! ~ ~ ~ / / / / / / r. ; ~ ~ ~ ~ , 7.63 AC 26.249 ~ B. PHASE OPEN SPACE ~ Z4%) VV hL1JLll 1lVD1L1&j `TAO j 812 MORREFIELD PK. DR. STE.812
\ ~1..: r . ~ ~ , / i ~ ~ ~E SHEET w-3 FOR ? I ~ G TOTAL UNITS IN PHASE 100
r+ \ ~ v `~~`\yy ~ \ \ 0 ~ \ ! , / / / / , - / ~ , IZOl7ND-A-BOUT 1. 61' MIN. WIDTH LOTS ~ 47 RICHMOND, VA 23236 804-323-1362
\ ~ ~ . ~ \ ' ~ ~ ~ \ t i l ~ i / ~ f i ~ r / ~ ~ / i / DETAILS ~ 2. 51' MIN. WIDTH LOTS 53 CONTACT: DICK PATON
' ~ ~ ~ EVEL L / / J ~r~~'h~ ~ r ~ III. FUTURE PHASE III p~ ~ ~ A. GROSS ACRES IN PHASE 59.88 AC EMAIL: [e-mail]
~ PREAD S ~ ~ ; % ~ \ \ r ; ~ r \ r ~ ~ 9 ~y ~ ~ B. PHASE OPEN SPACE 36.46 AC (60.899) 1.89%)
f02 i 1 ! r j~ J r , / , , ! ~ ~ ( ~ r , ~ / / ~ / ~ ~ ~ C. TOTAL UNITS IN PHASE 9Z ENGINEER
l ~ r . • ,1 y, ~ ~ ~ ~ i ~ ~ ~ \ . / i / J 1 ~ i / i ! J ' ~ / l r f 1 ! l r J / ~ / 1. 61 MIN. WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
I I ' r f ~ t ~ ~ r , i ~ r ~ / ~ I ~ ~ i r ' / ! 2. 51' MIN. WIDTH LOTS 63 2880 SLATER RD. STE.200
i ~''I K. ~ X, 1. / ~ ~ . ! ` i1 . ; ~ r ~ ~ , / 1 ! ~ i ~ I 1 ' ! ~ ~ ~ / i ' 'I `i' ` IV. FUTURE PHASE IV / j A. GROSS ACRES IN PHASE 54.81 AC MORRISVILLE, NC 27560
.y ;~'y x x x. y ~ ~ ~ ~ ~ r ' I f ~ J / r I ~ i ; r r j / i / ! ! / / i. ! ~ ! r r i r i I ~ I , ~ / B. PHASE OPEN SPACE 24.44 AC (44.59) x.59%) 919-481-2021
.~C u y/~t may/ x \l~% `1 ! \JI~ ~ ~•C \1~ r' ~ / ~ f ~ ( ~ i ! / r 1 ! / , ~ I l r ~ 11 5 G TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
t I t , i S 4 s ~ 1 i I I I ~ ~ j ~ , ~ Q i / / I I I t r % o ;:,',3. 1. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
r~ i ~ ~ 1 r , f ~ i I ~ c9 t , , t I , ~ j ~ j i / ~ i , r , 2. S1' MIN. WIDTH LOTS 6~ SURVEYOR
~ ~ I i ~ ~ J ~ W ~ ~ ( ~ ( I O 1 r i NOTES
~ ; 1 ~ ~ t S ~ I ~ I I i / ~ i t ~ ' ~ I i I ~ ~ • , ~ , + 1 ~ j "TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. JH CHANDLER & ASSOCIATES
r~ ~ y ~ r ~ r\ . c ' k n , . , ~ ~ 7 ' I, ~ 1 \ 1 t ~ ti , 1 ! ' ~ I , \ ~ I ~ ~ ~ 1 ~ AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
k' r; . K'3C'")? t~ i ,c k • 4, j.: `t ~ ,Yi f. 1 t ~ / . ~ ~ L ~ ! ~ 3 v ~ i ! l ~ ~ ti , i 1 \ , l~ 1, , \ , 1 I ` I ~ ~ i f ~ / \ / ~ THE RESPONSIBLIlY OF THE DEVELOPER. FUQUAY--VARINA, NC 27526 919-552-4845
, • Q ~ ref ~ f 1 I I l ( ` / t , ~ ~ / 1 + \ ~ \ , / / ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO ~ \ ~ j ~ HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
x k. r r - i ` ~ ~ ~ ` ~ ~ ~ ~ ~ ~ \ 1 1 ~ ~ , ~ ~ ~ I ~ ~ \ 1 FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF EMAIL: [e-mail]
y, : h \ 1 1 v ~ 1 r y 1 1 ~ ~ 4 ~ ~ ~ ! ' ~ / ~ C RECREATION CENTER WITH POOL AND PARKING.
N < r 1 ~ 1 ~ \ ~ v ~ ~ f ~ GENERAL NOTES _ ~ j ~ ~ ~ / ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY LANDSCAPE ARCHITECT
, O Y \ ~ , , n, \ ~ 1 t ~ 1 ~ ~ \ I EE , ~ ~ ~ i t \ \ t \ \ ~ 7 / FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ELAM, TODD, d'AMBROSI
1 ~ JC t tI ~ L ~ ~ PROTE TIO ~ ~ ~ ~ l ~ ~ ti E , , C f / \i ~ ~ WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLANDS / , / SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. 2880 SLATER ROAD. STE. 200
\ i ~ ~ t of ;l• ~ ~ ti , ~ / ~ ~ ~ ~ ~ ~ ti , , . ~ ~ ~ \ i\ 5 MORRISVILLEI NC. 27560
4 \ \ . ~ ~ 919-481-2021
' Y' ~ ~ ~ ~ 1 ~ ~ 1 l ~ ` ~ \ •S i ~ ` ~ ~ , / , ~ \ ~1~ ~ RETAINING WALL SPOT ELEVATIONS CONTACT: MICHAEL LEIGH
~ ~ ~ ' ` \ t ~ ' ~ ~ ~ ~ ~ /r ' ~ / ~ ~ RETAINING- WALL #1 TOP OF WALL BOTTOM OF WALL \ ~ ,r / / ~ / ~ ~ A 402.5 401.0 EMAIL: [e-mail]
~ } ~ ~ \ ~ ~ \ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ B 405.8 401.8
~ ~ ~ , • ' ~ \ ~ l ` ` ~ ~ ~ l 1. \ ~ \ 6' C 405.6 403.0 ~ ` y r 1 ' ~ j D 405.4 403.2
\ ~ ~ , ~ \ \ ~ ~ , ~ , 1 ~ 1 ~ ~ \ 1 ~ , t ~ ~ ~.t ~
~ ` ~ ~ ~ ~ ~ ~ , ' 1 \ \ ~ ~ ~ t, / ~ ~ ~ ~ j ~ i lJ ~ / I ~ RETAINING WALL #2 TOP OF WALL BOTTOM OF WALL
~ 1 ti ~ .+lV`' ~ 1 ~ ~ ~ \ ~ } i ~ ~ ~ ~ ~ ~ i r' ` i ~ ~ A 398.0 396.0 \ \ ' I~ / ~ ~ 1,~ 1 4 , B 394.8 399.8
V ~ ~v ' ~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ t ~ ~ ~ \ ' , a C 394.0 399.7 i ~ ~ ~ ~ ~ , CI 3 p 393.8 397.0
N ~ \ \ . ~ l ~ ; \ I l ~ ` ` ~ t 1 ` ~ , ~ ` 1
v ~ ; \ ~ ~ L 1 ~ ~ 1 1 ~ ~ 1 ` / / /i j RETAINING WALL #3 TOP OF WALL BOTTOM OF WALL
~ ~ ~ W ti a ~ , i ~ ~ o \ ~ ~ ~ ~ ~ ~ i ~ ~ r , _ ~ ~ ~ \ ~ ~ j ~ ~ ' A 402.0 400.8 ~ ~ ` ~'1 ~l `l i~ B 402.1 399.5
~ ~ z ~ o ~ ti } r I r l i i `~ti + ~ i ~ it 1 1 ` / i ~ / ~ ~ C 402.0 398.8
~ ~ ~ \ 1 1 1 ti ~ ~ ~ t ~ 1 ~ 1 ~ ~ / i t f r , ~ ~ , ~ , , i ~ \ ' / I ' Drawn By: JJ PP: SH
r, ` ~ ~ \ ~Illt • . / ~ I ~ t ; E ~ , ~ ~ / ~ ~ ~ l I j ~ ~ RETAINING WALL #4 TOP OF WALL BOTTOM OF WALL l~ / i t , ; ~ ~ ~ ' - / I t ~ ` A 384.5 382.5 Checked By: SN PM: SN
• ~ ! ~ i i 1 ~ f J ~ ti. , i j t ~ i+` B 388.5 383.1 Date: 2/01/06 SM: SN 02.00 Proj#: 2502011
~ ~ ~ ' ~ 1 ~ ~ \ ' ~ 1 l i~ l ! ~ 1 / i / - r l 1 ~ r I t I ~ i t ! ~ 1 I t , . % + ' j ~ C 389.5 383.5 / o ~ . ~f D 385.8 384.5
r r ~ f i r t ~ r , o~ i ~ l v ~ ~ , ~ ~ ~ ~ ~ 1 , / ~ ~ 1 ~ ! { 1 , X ~ ~ J~ ~j l 1~ i ~
~ ~ r ~ ~ ~ ~ ~ , r J % 1 I ~ > > I I j , , , ' ~ ~ , ~ / . J' ~ ' ~ 1 - ~ r / i ~ ~ + ALL RETAINING WALLS SHOULD BE TIED INTO FINISH GRADE j ~ t ~ AT WALL END. Revisions
~3 s , ~ i ~ ~ ~ j r \ ~ ~ ~ ti ~ ~ J r l' ~ , ~ , 1 ~ \ 6/15/07 LAYOUT REVISION
K ~ ~ ~ 1 ~ t l ` ~ t ~ i % t i 1 \ 1 ~ , ~ ~ / ; ` ~ ? % 1, _ ~ ~ i ~ ` ~ ~ ~ ~ ~ ~
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~ ~ i I ~ ~ ~ I 1 ~ r r , AE URBAN PLANNING LANDSCAPE ARCHITECTURE
s. ~ ~ i ~ ~ ~ 1 ~ I ~ CWIL ENG G * LAND USE CONSULTING
r ~ 1 ~ ~ \ ~ , c9 W i~~- .J. t t \ ' I 1 R ~ i ~ , 1 , 65 . . ; ~ 3
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! ~ + I I s ~ •4 ~ ~ 1 A t 1 t_`---.. 1 ~ \ - 1 1 ~ ~ r.., INTERNATIONAL
~ ~ . i ~ 1 ~ i.,. ~ ~ 1 i ~ ~ r GOLF COURSE DESIGN * MASTER PLANNING CONSTRUCTION MANAGEMENT
\ ` ~ i ~ i 407 ~ 1 f ~ ; ~ t ~ t ~ ~ 8 ~ ~ 1 ~ ~ P t ~ E 2880 SLATER ROAD, SIJ?TI'E 200
i 4\ 1 i ~ ~ l f 9 c r 1 ~ ~ ~ - r ~ ~ ' . ~ , J MORRISVELLE, NORTH CAROLINA 27560 SA
PIING C'~ 2 ~ I, ~ . ~ 4 ~ ~ 1 1 4 i } , 1 1) ' ~ ti '1 ~ 11 ~ I yAy 1 ~ ~1 I l \ 1 4 • ~ \ . ~ , . i ; i ` ~ w ~ OFFICE 919.481.2021
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'~I j i ~ ~ I 4 i ~ 1 { ~ 1 f I f ~ NI G W .h / ~ r ` y` ~ ' ~
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CI5 I i o~ I I 1 i I ~ > > I ~ 1 ~ ~ I I { ~ I ' 1 1 ~ ~'~1 i ~ ~ SITE SUMMARY
I I I ~ 1 r t ~ / ! ~ f ! ' Q i / ~ r 1 ti ~ 1 i 1 ti ~ 1 i ~ f ~ ~ 1 ~ ~ ''r } ~ t ti ~ PROPERLY OWNERS: FRANKLIN RESIDENTIAL lLC w LC AL ~ w
/ Q ~ 0 ~ i ~ t `1 ~ ~ ~ j J .J ~ ~ i ~ ~ ; " t / j / P i • ' I ` ; JAMES T. MOSS SRO an ~ 'l 1 \ ~ ~ WILLIAM H. MOSS, TRUSTEE r 030 - I-EE F
S. ~ ~ I ~ , .i ~ 1 ~ I / ! In ! i . f ! + I ~ I 1 t r i . ~ \ i _ j 1 ~l , s `1•~ ~ x, , r y - MOSS FARMS EAT, LLC GI N~-
~ 4 ~ N, + i ~ ~ t % i mot.. ,i - ~ ~ s s ~ ~ .~c " r ' r-==- J ~ ~ ' ~ CLEMMONS & BERENTHAL KLEIM ~ ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 ,L K LEIMAN ~'•,~~j
~ , ~ S E ; . 1 , • ~ ~ r 1 1~ ~ ~ i ~ 1 ~ ~ 1 ; ~ \ ~ , ~ 1842-09-4303 ZONED R-8 D R-8 W4, :D R--B
! ~ I I 1 40 ~ ~ ~ j ~ 1 ~ ; ~ r ~ Q i ! ~ I i ' i ~ ~ ~ ~ - f ~ r ~ / - + f ~ (p` / r . ~ - ~ ~ 1842-14-2971 ZONED R-8 ~pTM ~ . 1832-65-8449 ZONED R-8 :D R-8/HB
~ , ~ W J i 1 , I I 1 j _ 1 VAR ~or~ f I ~ 1 I 1 ~ 1 ~ ~ 1832-97-7749 ZONED R-8 :D R-8 :D R-8
l~ ~ i ,V { ~ - + ~ ' ~ s ! NAGS i ~ Oi t ~ + ~ 7 1 D _ i EASE i ~ 1842-18-7203 ZONED R-8 :D R-8
; i ~ ~ ~ ~ ~ s 0 ~ INING Wi4L1. ' 3 s t ( I ~ r i ~ ~ ~ i . ~ , ~ r I Cl t ~ C~ _ ~ ~ ~ 1842-14-6300 ZONED HB ~ 1842-15-9337 ZONED 0&I .D 1-113 :D 0&1
~ I i i r ~ y ; ~ I E i i ~ 't , I / ~ , ! I i ~ ~ I ~ ~ r 1 r l ~ r 1 1 J ' ~ i~ ~ ~ TOTAL GROSS SITE AREA 187.80 AC*
f > / ; I ~ ~ i I ~ ~ ~ ~ t i , - i ~ f ~ TOTAL SITE IMPERVIOUS AREA 24.75 FRANKLIN
9 4 ~ f A7 1 ? E 9 3 I ~ I 1 , i 1 r ~ ~ t• ~ i r- i i ~ j
; ~ ~ 1 ~ - I I ~ ~ ~ ~ ? i J \ 1 ! t ~ ~ r' 0~ ' j ~ , ~ : _i ~ t~ ; i' ~ L\' OVERALL PLAN SUMMARY PHASE I
1 ii ~ ; t 1 I I ~ t I y r 0 ~ 6 t • ~ ~ ~ ~ ~ I I ~ ~ 1 l r j r ` ~ / , ~ / I. OVERALL PLAN
[ ~ ~ 1 f ~ + { 56 ~ I ~ r 1 ~ 1 ~ ~ s , ~ ~ f 1 . l 1 1 1 1 ~ f r \ ~ [ ~ ' / . ~ ~ ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409
J ~ ~ ti ~ ~ ~ ~ ti~ ~ t I ! ; i ^ ) c ~ ~ ~ ~ ~ i ~ j~ 1, 61' MIN. WIDTH LOTS 166
f i ~ ~ ~ ~ 1 J~ , ~ j ~ ~ ~ - / ~ 2. 51' MIN. WIDTH LOTS 243
l { 1 I S ~ f ~ f ~ y y L ~ ti ~ 2 i , ~ ~ ~ ~ r' ~ ~ i 1 i i ~ ~ - r ~ r 1 ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES ~ ~ ~ ~ 1 i t.. 408 UNITS X 20,000 SF = 187.79 AC
l i; ~ ( Q t ~ ~ 1 9 i r f ~ 3 i , 1 ~ ~ s ~ I i r' 1 r 1 ~ I i C. TOTAL OPEN SPACE 89.85 AC (47.84%) 54%)
f I ,ti ~5 ' + I I , ~ ~ ~ ~ ; t ~ ~ ~ \ i \ >t ~ , ~ ~ , -.._._,.J ~ ~ ~ D. TOTAL DENSITY 2.18 UNITS/AC
a ~ ~ ~ i i s ' i ~ , ~ t ~ i ~ \ ~ i ' > \ ~ J/~ ~ , ~ ~ PHASE SUMMARY GRADING PLAN
i ~ t I I t 1 ~ f i ~ ~ ~ •.r 1 ~ ~ 1 ~ I .i ~ r ~ / ~...i l'~ - ~ ~ I. PHASE I
i ~ ~ i ~ ' o ,1 ` 1 1 / ~ ~ 1 / ~ r 9 t , 1 ~ t . ; ~l A. GROSS ACRES IN PHASE 44.03 AC
d" A 4 ~ 0 I ~ f / 4 ~ i ~ r r ~ 1 / ~ t ` I ~ / ~ ' ` s ~ B. PHASE OPEN SPACE 21.32 AC (48.429) 42%)
r } i I ~ E ti W r. I s ~ , ~ , t I , Q / , r 39~ 1 i 1 1 ~ I t ~ ~ ~ f ~ j ~ ' ; ' j / ~ C. TOTAL UNITS IN PHASE 84
W1 ~ ~ ~ ~ ~ + ~ ~ ~ ~ ~ ~ , ) CI r 1 l i ~ f 1 / i ~ ~ ~ ~ 39 , 1, 1 ~ 72 ` t ~ I ~ ~ - ~ ~ 1. 61 ~ MIN. WIDTH LOTS 24 ~ ~
4 r I ~ ! ~ ~ z i 1 4 ~ 1 ~ r t j ~ ~ r / 1 ~ Qj t 1 / / i t ~ ~ r 1 / ~ i / ~ % ~ 2. 51' MIN. WIDTH LOTS 60 CLIENT
I 1 i f . 3 ~ .r TRH j ~ ' < < j / , Ii. FUTURE PHASE II ' n roncc nrcrc iii ouncr ~a nA er w w • ~ ~ ~7f t 1 x/11 'f'7A
+ II, , 1 1 t O I ~ ~ / ~f ~ ~i i ~ ( 2 Q i, i 1 ~ ~ o ~ / ! I ~ , r , ~ r o t / f / / / E ~ ~N ~ - Ji~ ~ ~ B. PHASE OPENJSPACE,^J~ 7.63vACv(26.24%) 4%) VV Al .1 it N MMM
~ ' i ~ i , / / ~ J ! ! i O I ; ~ ~ ~ 1 , ~ i r , ~ ~ ~ l % i ~ j G TOTAL UNITS IN PHASE 100 812 MORREFIELD PK. DR. STE.812
~ ~ t 1 1 ~ ~ i ! ~ ~ ~ / r 1 ! I 1 1 i / ~ i / 1 ~ i~ ' I ~ r ~ j ` I ~ 1 J ~ ~ j < ~ 1. 61' MIN. WIDTH LOTS 47 RICHMOND, VA 23236
~ ' ` f ~ , I ~ r i ~ 1 I •1•• 1 , ~ ~ r i f 1 / , t , ~ 1 i 4 j ~ ~ I , I 7 ~ ~ ~ , / ~ 2. 51' MIN. WIDTH LOTS 53 804-323-1362
(f' I ~ ~ j J 5 f ' H, ,l 1 , 1 1' , f I ~ ~ r ~ ..1 ~ ~ I ~ 7 / 7 ± f ~ ~ III. FUTURE PHASE III CONTACT: DICK PATON
1 I . 4 ~ ~ 8 ~ r• J I f I 1 ~ 1 i e •'1 f. / f f r ~ r '4 ; { r ~ I ~ ~ i ~ f ~ t { ' r A. GROSS ACRES IN PHASE 59.88 AC - ~ ~ ~ < ~ ~ B. PHASE OPEN SPACE 36.46 AC (60.89%) EMAIL: [e-mail] 89%)
A , ~ / f ~ [•NI i 't.t . ~ e r . 1 ~ i 1 ~ ~ ~ t ~ ~ } ~ / ~ ~ i' f ? ~ / ~ j C. TOTAL UNITS IN PHASE 92 ENGINEER
,'`i,1 I 1 ~ ~ y 4a t~ i ~ . ~ 1 % 1 r E , D 1 ~ j ~ t r 1 1 .y ~ j ~ ~ ~ ~ ~ J i 1. 61' MIN. WIDTH LOTS 29
' 9 - 3 - , I f S ~ ~ / ~ ~ ? ~ ' ET I r / ( ~ t , • f / ~ 1 F• ~ 2. 51' MIN. WIDTH LOTS 63 ELAM, TODD, d'AMBROSI 2880 SLATER RD. STE.200
/ ~ ~ / 4, I / f I r { ~ 1 ~ 1 ~ r , ~ • i a ~ ~ ~ ~ ~ r ~ ~ l \ ~ TREE PROTECTI0~1 r• ~ IV. FUTURE PHASE IV NCf 5 A. GROSS ACRES IN PHASE 54.81 AC MORRISVILLE, NC 27560
•i ~ + ~ ~ CI , ~ ~ ~ \ ~ ~ ~ I \ , ~ ~ ~ ~ F S 71 ~ , ~ , 59%) 919-481-2021
- , r ~ f r . i ~ , - ~ i ' t i ~ 1 ~ r ~ 4.,: ~ K' ` I > n,~ j ~ j~ ~ B. PHASE OPEN SPACE 24.44 AC (44.597) r ~ { r' " ' ° ~ ~ C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
I ; ~ r / ~ ~ ~ k' ~ - r I ~ i 1 ~ ~ t \ I ' ~ r r r ~ t t ~ \ " ~ I' ~ ~ 1. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
/ , r % 1 .l ~ / _J / I :1 ~ 3 ~ ' '1 r 5 Q} ~ I ; r Q ~ ~ 1 ~ r , 1 1 1~' ~ ( ~ ~ ~ ~ 2. 51' MIN. WIDTH LOTS 67
i ~ ~ :r 't i ~ .f i r ~ ~ ~ ~ ~ ~ ~ ~ x 4 , NOTES SURVEYOR
~ ~ ~ .J ~ f / ,l ~ , , N ~ / : ;y ~ i~ 1 / f ' j ' \ \ ~ . / , ~(~jZ' ~I ~ + TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. JH CHANDLER & ASSOCIATES
~ S ~ I 1 i i ' I ~ i' • / i ~ I~ 1 ! r ~ l l ! IIIVI O ; . l / / ~ ~ ~ ~ . ~ ~ ' A4UIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
4 ~ 4 f i• i i i ~ \ ~ l ~ ~ ~ ~ ~ THE RESPONSIBUTY OF THE DEVELOPER. FUQUAY-VARINA, NC 27526
, ` ~ / 1 17 ~ i / ~ . j, I I l ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO I ~'I HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN 919-552-4845
/ , t r 't~ / ' ~ ~ r ' I ~ er / / I ! f r ~ j ~ , ' f ! ~ i ~ ~ t , , , ~ t~ ` ~ , ! r FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF CONTACT: JOHN CHANDLER
1 I ~ ' i t ' / / i ~ j 1 ? ~ , f f / r ~ - / t ~ ;1 , ~ I ~ ~ ~ RECREATION CENTER WITH POOL AND PARKING. EMAIL: [e-mail]
f ~ _ / ~ ~ ~ / ~ ~ . o ~ W ; f N r I J ~ J' / , ~ ` j ~ ' ~ I ` 1~ ~ / GENERAL NOTES LANDSCAPE ARCHITECT
I3 ~ ~ I r ~ 3 i f , . ~ ~ / / '-JI WI TH ~ i j r, ~ j~ ! ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ELAM, TODD, d'AMBROSI
lt9 ~ ~ ~ J j f J; / / ~ ~ 'S / % ~ r 'S 1 ~ ~ • F 1 I ' ; ~ I ~ ' ~ ' j { , ~I ~ FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ' ~ y ~ WETLANDS DELINEATION PROVIDED BY S&NC. THE WETLANDS 2880 SLATER ROAD. STE. 200
} r I ~ N ~ ~ ,4 ~ ; } ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. j ! ~l l ~ ,x'X ` MORRISVILLE, NC. 27560
/ j ~ ; , ..r ; f ; f , / I i r i t ! 1 / ~ f i i ~ ~ - ~ 919-481-2021
• ~ ( i I f 4 • r t~ j ~ ~ ~ 1 I i ~ / ~ / ~ ~ ~ ~ r / . ~ ~ ~ RETAINING WALL SPOT ELEVATIONS i . i ' , 't CONTACT: MICHAEL LEIGH
C I 1 r . ~ 1 l ~ 6 / J 'i ter. fI ,I Jam/ 6~/ j , ~ ~ I ~ RETAINING WALL #1 TOP OF WALL BOTTOM OF WALL EMAIL: [e-mail]
f ~ ~ i ~ t i }''t I t ~ , ~ I \ r~r r _ _ S V i'~ / y 3 ~ ~ c ~ A 402.5 401.0
i , t i i r / ~ ~ ' T _ _ ~ ~ ~ ` ~ ` i ~ ? C 405.6 403.0
~ / ~ ' 1 i ' ~ / .i , `ti. i ~ . / ~ 1 I D 405.4 403.2 y r.; ;
~ ~ r ~ © ` ' i / / i ~ t f ~ N 7 ! ~ j~ ~ ~ r _ / ~ ; , / ~ / r Yom. - - M ~ ~ _ _ C 'R-~ 355- ~ Y ~ ~ RETAINING WALL #2 TOP OF WALL BOTTOM OF WALL
Q I i ' / ~ r / ; j I ~ r r v ~ ~ r . ~ ~ ~ , l i ~ i / ~ f `ice • '1.~. S ~ ~ i j . ' A 398.0 396.0
p ~ ; ~ ~ / ' f N < < ~ ~ ~ r ~ i 1 ~ F - ? N~ B 394.8 399.8 ~ C 394.0 399.7
i ~ r ~ ~ ~ O ~ ~ , - i r i ~ ~ i IIV / . . ~ _,,.r.y....--~ _ 1 ,i ; • --F ~ ~ ' CAROLI A TELEF D 393.s 39.0
t ~ / ! I ~ ! ~ ~ I I ~ ~ ~ ~ ~ ~ 11 J i . I i ~ r ~ r t r '''a ~ i ~ ..r ~ ~ _ k ~ ~ . ' ~ DB 920 - ~ ' RETAINING WALL #3 TOP OF WALL BOTTOM OF WALL
~ ~ i ! 1 ~ l 2 ~ ; r , r 't f r' ~ ~ f - - . ~ R A 402.0 400.8 ' IN: 1842
Q i ! i r ` l r ! I ~ ! / ~ ~ ~ I ! ~ i ~ / / r fi t 1 ~ F k z~ N E-~ B 402.1 399.5 C 402.0 398.8
ti ~ i , t ~ . I y 9 ~1 I I ' I I ~ ! / / ~ t i ~ i % r ! ~~B j ~ i ~ _ _ _ ~ _ _ ' ~ ~ _ Draw By: JJ PP: SH
i 1 I I ( ~ I I i , ~ ! 1 r~ f i t ~ ~ / ! ~ , + X RETAINING WALL ~j4 TOP OF WALL BOTTOM OF WALL Checked By: SN PM; SN
~ f i , ! ~ r ~ I 1 ~ ~ 394 I f, .r' ~ I f / ~I \ ~ ~ A 384.5 382.5 ~ r ~'5~ ' > B 388.5 383.1 Date: 2/01/06 SW SN
r ! f I I. t'1 i ~ r _ / i ~ ~ 1 ~ / 1 ~ / ! l ~ / ~ ~ T~ ~ ~ C~ . ` C 389.5 383.5
/ l i , C r r ~ _ ~ ~ O ~ ~ / I w , r ~ / 1 ~ ; r ~ rl . - r ~ y:. , ~ F ~ 1 ~ ~ , j ~ / ~lll~ ~ ~I?c ~tlt~ ~ v ~~C' ~ D 385.8 384.5 x Proji: 2502011
~ 39 , ~ . I I I ~ , I ~ ~ ~ ~ , i' I f ~ ~ ~ / ~ ~ 1 I l ~ / _.r ~ I , ~ h Y' , "ALA RETAINING WALLS SHOULD BE TIED INTO FINISH GRADE
} . f I ; i I i ! f. ' S AT WALL END. - Revisions
~ i ~ cD ~ n I i I ~ ~ I f / i i i ~ ~y~ 6/15/07 LAYOUT REVISION
~ ~ - ' / v ~ , I I ~ r ( ~ ' ' V1 '~Q I f ~ / ~ \ l ~ ' Ik' . ~
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a t , ( ~ ~ ' ~ 1 I g ~ + i ~ ~ CIVIL ikGkiiERAG • LAND USE CONSULTING
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tp ~ " + ~ ~ ~4 ; ~ I t t 1 ' 1 , t r ~ ' 1 ~ ASSOCIATES
t ~ I r 1. ( ; } I < r 3 ; ! s 9 ~ ~ 1 I ~ ! .r E ~ 1 1~ ~ ~ ~ ~ i l r I' INTERNATIONAL
r i 0 1 / ~ i ~ ~ ~ ~ ~ ~ ! J i ~ / i ~ ~ ; / , ~ I ~ ~ l r , Q ~ ~ ~ 1, : i 1 GOLF COURSE DESIGN * MASTER PLANING
j i ~ I r i ~ ~ ~ ~ 1 ~ 0 i i 1 / r 7 i i ~ , ~ r f ~ ~ ~ f i / f i` CONSTRUCTION MANAG
~ t 1 •I i 1 t 1' ~ f \ i ~ I I i ~ / ~ ~ , i l ~ ~ ; r ~ ~ ~ 2880 SLATER ROAD, SUITE 200 MORRISVILLE, NORTH CAROLINA 27560
~ ~ t r 1 r ~ ~ l „ ! ~ r~ ; ~ i r i t r ~ ~ SA
/ ~ 1 r ~ I ..l • ; t r ~ 1 ' 1 ''1 i l i / /i' / j '7 OFFICE 919.481.2021
, c ~ ~ Q 8 I _ - ~ r' f ~ ' ! ~ + 1 ~ r ~ ~ ~ r ~ \ , ~ ~ \ ~ ~ ~ ~ ! ~ i > FAX [phone] EMAIL [e-mail]
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~ ~ f 1 ' ~ / , + ' ' Y t i ~ ~ , ~ ~ ! ~ I ; I ~ ~ ~ ~ ~ ~ ~ ~ . TREE PROTECTI~
' / / ! ~ } ~ i t i ~ s \ CA R94
~ ` % ~ t j / + t 1 I ~ ~ i ' ; ~ ; r F t ~ ~ ~ 1 ~ ~ + ~ ~ ` ~1 C! ' % ! i l ~ ~ \ 1. 1 ~ ! , f i _ Q
• ~ I / , ~ i l 1 f ~ 1 / ~ ;L r I t ~ ~ ~ ~ ~ ~ ~ r / ~ I r j ~ ' ~j SITE SUMMARY low oft L
/ ~ r ~ i t ` f ; ~ ~ i r i ~ h~ r,/~ / , 1' i ~ ~ ~ ~ / f ) ~ J ~ i ~ \ ~ ~ ~ ~ X PROPERTY OWNERS: FRANKLIT RESIDENTIAL LLC ' \ ~ JAMES OSS 030844 ~,-l -
( i ~ ~ ~ r. % ; \ T • 4 ~ ~ t ~ 't ~ ~ C ~ ' ' + ~ ~ 1 ~ ~ i ~ ~ i ! ' ~ i ; ~ / r r 1 / ,r . . \ \ < ~ \ ~ WILLIAM H. MOSS, TRUSTEE ~ ~ \ Opp ftft 00
32 ~ , J ~ t ~ I , 4 _i 1 / i ' i r ~ , MOSS FARMS EAT, I.LC ~ 1~~` CLEMMONS & BERENTHAL KLEIMAN I N MAN
/ j 1 it { l I ~ 5 ~ 1 t. } ~ , / ~ I ; f ~ i / / / ~ r \ .t~~ ~ ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 W*
~ ~ ~ J ; ~ ~ 1 ~ , ~ i , t , t ~ ~ / , W. , / J / .W.¢. A,0 • ~ 1842-09-4303 ZONED R-8 x,11 i i
,t 1 i ~ ~ ~ • ~ ~ ; ~ ~ I / i 1 ~ i ~ \ \ \ ' \ ~ , ( ~ 1842-14-2971 ZONED R-8/HB ~ ~ ~ \ ~ X 1832-65-8449 ZONED R-8 ;~1 ?/H B
l j ~ ~ 1 ! + ~ 1 ~ r• i i I: ~ ~ / r ~ - , i 'r' , ~ 1832-97-7749 ZONED R-8
/ r .1 I r • V' ~ / 1 I ~ ..I ~ ' / ~ . 1 ~ ~ 1 ~ ~ ~ / ~ / / _ _r"' 1 i 1842-18-7203 ZONED R-8 I
~ ~ i f 1 ~ ~ ~ / ! ~ r ~ ; ~ i . s / ~ ~ ~ r , r ~ ~ / ~ / ~ f ~ / 1842-14-6300 ZONED HB ~ ; ;i , ' ~ ~ I ~ ` ~ 1842-15-9337 ZONED 0&I
r / i ~ i j ~ ~ ~ 1 r ~ / (~1 I f / 'rte ~ f ~ lAB~M'WI TH . M ~ j ~ i' : , ' ~ j TOTAL GROSS SITE AREA 187.80 AC"
/ ± I t t ! 3 f ~ I - ~ ti _ ~ > i ' I ~ i ; ~ ; r TOTAL SITE IMPERVIOUS AREA 24,75 N KLIN GROVE F
1 3 1 ~ 1 r ` ~ ~ .r ~ / / '~FE~11 , v r k 11 SE 1 F
~ f r / f,' i I 'r• 1 , ~ / I ! ~ I i 1 f % ~ , I ~ ~ 'i 1 I ~ ~ ~ ~j ~ ' T ` OVERALL PLAN SUMMARY / , i
' I t 1 i ! f 1 "c , ~ I ~ i 1 ~ / ~ r ---~--r- ' I. OVERALL PLAN
i ~ 14 ~ ~ ~ ~ ' I 1 ~ 1 I S _ - - ~ , r.. _ 11.x._ y ,.i ~ I ~ 1 A. TOTAL RESIDENTIAL DWELLING UNITS 409
i ' r :r ~ 3 L' ~ I ~ ~ i i ~ , ~6p ~ ~ 1 : ~ ~ ' , ~ ~ 1. 61 ~ MIN. WIDTH LOTS 166 ~ ~ i ~ j 2. 51 MIN. WIDTH SOTS 243
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r t ff 1 ~ tj'" 1 I ~nn 1 r r i' ' ~ t7~ i I r I I l ~ 1 ti ~ / ~ 'J~ ~ ' I r.; ~ I B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES y~ j ~ ~ f ' t I 408 UNITS X 20,000 SF = 187.79 AC
t ~ 1 r ~ + s ! ~ r + r / ~ ~ • ~ ! / ~ I ' 1 C. TOTAL OPEN SPACE 89.85 AC (47.84)
I , ~ 1 i ! i 1 ~ f f l ~ ~ ~ - F / r 355--~ ~/i~ / 1 D. TOTAL DENSITY 2.18 UNITS/AC
j ~ , ' ' t- ! l I i s' ~ r i ~ i ~ / j i f i ! ~ , i I ~ ` !r f I ~ ~ ~i J ~ . ~ , PHASE SUMMARY PLAN GRADING
I 1 i / I , ~ i / h ~ ~ 1 f ,1 ~V r 1 ~ rD I .i' / f ~ ~ ~ i .r'"' I~.~ ~ / 1 / % F / ~ 1 l ~ ~ / >l R f ~ C I. PHASE
~ / ~ ~ 1 ~A 1 i ~ ; ~ ~ l i ~ a. GROSS ACRES IN PHASE 44.03 AC
i E i 9 ~ - 1 ~ N E. i ~ I l ~ u~ f / ~ ` ~ B. PHASE OPEN SPACE 21.32 AC (48.42%)
i ' ~ ~ r r R r t ~ ~ ~ . ~ f ~ i ~ ~ ~ C. TOTAL UNITS IN PHASE 84
. ~ ~ r ~ ~ 1 1 ! ~ ~ ! •1 t I l t ~ l ~ •1 ~ 1 ~ i • ~ ~ l \ 1. 61 ~ MIN. WIDTH LOTS 24 r__ 2. 51' MIN. WIDTH LOTS 60
1 ( , \ V i I 9 ~ 5 i { ~ I r ~ ~ j • ~ I ~ il. FUTURE PHASE II CLIENT
i / r j , ~ I 1 t n / ~ 1 / _ i~'u`` ~ _ e r.Rn¢¢ nraFS w PNASF 29.08 AC nn e T RN HOMES
~ •t ( ~ J i ~ i i ~ I ~ l ~ f ~ \t~, 1 f ! ~ 7.63 AC (26.249: } B. PHASE OPEN SPACE ~ J/ V A &J 'a'u a a. 1W r.v
% ' i~ i i j ' 3 ~ ~ j 94 ~ ; , i ~ s f ` 1r / \ r ! ! ~ it r ~ i % 1 ' 1 ~ . , ` ! ~ / r ~ , ~ C. TOTAL UNITS IN PHASE 100 812 MORREFIELD PK. DR. STE.812 RICHMOND, VA 23236
i _ , ~ i / ' t i ~ / j I I i / I j is I \ i ~ + `i t . ~ 1 f 7 7 i l i ~ ! i f i / / - J i I ~ ~ r r ~ ~ / / ~ ~ - ( ~IYc ~ ~ ~ ~ 1. 61' MIN. WIDTH LOTS 47 804-323-1362
l , ~ ~ r ~ , ~ ~ r l , / ~ ~lic ~ r ~ ~ ~ l• ~ 1 i I f ~ J r / ~ f ~ i 1 1 _ / r / ~ ~ I r i ~ ~ " 2. 51' MIN. WIDTH LOTS 53 CONTACT: DICK PATON
i t i ~ l i i ~ ~ ' ~ ~ _ ~ r t ~ i 1 ~`G1 / ~ / I ~ J i r ~ , r ` ` ` ~ III. FUTURE PHASE III h , ( A. GROSS ACRES IN PHASE 59.88 AC EMAIL: [e-mail]
i ~ ~ ~ ~ ~ J ~ ~ ~ p ~ ~ .r ~ I / w D~ ~ , f 1 I ~ t / Y < < / 1 . , j B. PHASE OPEN SPACE 36.46 AC (60.89%)
.`y S ~ ! i ~ ~ ~ ~ C ~ 1 ~ / i ~ , , ~ ~ t ~ } ~ I ` ! ~ ~ ~ t i ~ % f ~ i ~ # r f / / / / ~ ~ r ~ ~ ~ ~ ~c ~C .i - ~ t C. TOTAL UNITS IN PHASE 92 ENGINEER
~ ~ ~ ~ ~ i , ! + + to ~9 1 i ~ I ~ I - ~ r /f x / r „r f ~ / r / r \ ' >C' ~ ~ ~ 1. 61 ~ MIN. WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
f i i i i 1 j ~ / S i ~ ~ / f ~ ; ~ I ~ ^ / i ~ ~ ~ / 1 ~ ! - / J~j/ 2. 51' MIN. WIDTH SOTS 63 2880 SLATER RD. STE.200
i ~ ~ ~ ~ , i j 1 `V f , , 39 r J r~ r 1 ~ i ' ~,y ~ f l i ~ VVV i y I ~ / r f ~ ~ r ~ ~ ~ ` r' rr• / Y v~` / IV. FUTURE PHASE IV / ~ ~~i ~ A. GROSS ACRES IN PHASE 54.81 AC MORRISVILLE, NC 27560
I ~ i t ~ ~ r ~ ~ ~ .t ~ (b t , , j ' i ~ / I t r r./ , i F .r. / ~YJ ~ ~ 24.44 AC 44.59 ' J~' -~f B. PHASE OPEN SPACE ~ ~ 919-481-2021
, - i ~ ~ ~ . 1 , + / t~ i ~ ~ ! 1 / j 3~ i~ ~ C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
~ ~ ~ { ~ I ~ ~ ~ i . ' 0}. r , ~ r , ` TREE • . ~ ~ ~ ~ I 1 x ` , / / j , , - 1. 61 ~ MIN. WIDTH LOTS 66 EMAIL: [e-mail]
` t ~ 1 j } J ~ ~ ~ ~ ~ ~ \ / . PROTECTION , ~ 1 ~ ) ~`'yi: ~ / ~ r -~.:i~ 2. 51' MIN. WIDTH LOTS 67 '~X~,~ , SURVEYOR
\ / t ~ + ~ . I , I ~ ~ r FENCE ~ ; , ..r , ~ t ! ~ ~ ~ ~ ~ ~ ' ~~'k ! % ; ' / ~ ~ NOTES
+ i, , r ~ j ~ t\ + \ 1 r ± Ii 1 j i 1 ` ' ' it ~ ! i •r / X. \ r ' ! J ! , ~ j ~ r f ~ j ~ \ l ~ ~ ~ i / ~ f ,~6~ , % - * TOTAL SITE ARE4 NOT OWNED BY DEVELOPER AT THIS TIME. - JH CHANDLER & ASSOCIATES
~ J + i 4 } , ~ / r { I r r ~ ~ ~ ~ ~y ~ /y~ ~ ~ ; - AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
\ I ~ i i / , ~ ~ THE RESPONSBUTY OF THE DEVELOPER. FUQUAY-VARINA, NC 27526 919-552-4845
~ . - / i ~ 1 ~ ~ r \ , , ,1 ~ f f , ~ I ( f ~ / ~ ~ ~ \Y , ' ~ ~ ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TD : ~ ! { ! J ; j I , f / ~ '7~4 / HAVE t .57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
1 ~ r ~ r 1 f ~ V„ ' ~ I ~ ~ r ~ l ~ ~ ! ~ FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF EMAIL: [e-mail]
~ ~ __1 ~ ~ I r ~ ~ ~ t / 1 \ r ,4, } r ~ ~ 3 j ~ ~ ~ , is { ~ , ` \ ~'C~` ~ ~ ~ ~ I i ! i / ` / ~ RECREATION CENTER WITH POOL AND PARKING.
> ~ ~ r ~ ~ 3 i t j ~ ~ I / t 1 , % ~ y r / i 1 ~ ( ~ ~ , j ~ ~ ~t .illlt ~ LANDSCAPE ARCHITECT
p ~ ~ ~ N \ ~ ~ ~ o - \ 2 z 1 ! ' ; i F r r r ! ~ ,f GENERAL NOTES ~ E ~ ~ ~ , ( j ~ f f 1. BOUNDARY ANO TOPOGRAPHIC SURVEY ARE TAKEN BY ELAM, TODD, d'AMBROSI
~ ~ I r / { ~ 1 ! t ~ I ~ ~ ~ ! ~ ,M1 * r ~ f~ ~ ? ~ ' ~ , FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. 2880 SLATER ROAD. STE. 200
~ _ . ~ f . _ 0 ~ _ t r~ . ~ ~1~. r; 1 ~ , , • J i ' / WETLANDS DELINEATION PROVIDED BY S&NC. THE WETLANDS ' ~ ~v~ ~ ~ ; ~ j~ I % ~ + ~ r j ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. MORRISVILLE, NC. 27560
, _ ~ ti i X ; ti ~ ~ ~ \ ~ i i 919-481-2021
\ i ` r _ f ~ r 1 , \ \ ~ l~ ' ~ l` i , % 1 ~ ' ~ ~ ! ~ l ~ RETAINING WALL SPOT ELEVATIONS CONTACT: MICHAEL LEIGH
i - ~ , \ I • ~ ~ _ ~ ~ ~ \ I ~ ` \ ~ / t \ \ ~ ..x ~ i ~ i ~ i i I ; i ~ ~ 1I ~ RETAINING WALL #1 TOP OF WALL BOTTOM OF WALL ~ ~ / ' ; , j ~ A 402.5 401.0 EMAIL: [e-mail]
_ - ~ ~ 6 ~ 1 i 1C ~ ~ ~ ~ \ ~ ~ \ 1 ~ `•t ~ ~ ~ ' i;; l i f ) I~ I1 ~ ~ 1 B 405.8 401.8
~ ~ \ Z ~ ~ \ \ 1 1\ \ \ 1 ~lllc. ~l~c .illlc / ~ ~ ~ ~ ' ,x, ! , ~ j ' I J 1 S ~ ~ C 405.6 403.0 ~ ~:wt I ~ i r' ~t r ~ / ~ i 4 j , ~ p 405.4 403.2
1 ~ f \ \ 1 't I r ~ , , ~ i•• ~ ~ 1 \ \ , ~ ,4 r . \ 7\ W ~ ' •
\ - ~ 8 - 1 cn _ / ~ ~ 1 ' I ' j ~ j ! % ~ j ; ~ ~ ~ ~ I RETAINING WALL #2 TOP OF WALL BOTTOM OF WALL
o ~ 1 i '1, 1 f.. / ~ / ~ \ Y f W . ~ ~ , . 1 ~ . r ~ ~ ~ ~ ~ ~ r ~ ~ ~ i • ! ~ J ~ ~ i ~ ~ ~ f ( A 398.0 396.0 ~ r ~ i ~ i ~ , I I B 394.8 399.8
I ~ , u a 3 ~ / ~ \r f ~ x \ } S 1 \ ~ ` i .x. r ~ y i r ~ ~ ~ ~ ~ ~ ' ~ i , C 394.0 399.7
. ~ ~ 7 ~ . ; ; i t+ E ~ , ~ ( i ~ D 393.8 397.0 r
a ~ \ _ / N / ~ .a ~ l . , 1 ~ / ~ ~ i ~ ! i ; ~'r j ~ I ~ ' j i ~ RETAINING WALL #3 TOP OF WALL 80TTOM OF WALL
~ ~ i / . f , ~ r l t1 alt. ~Ic ~t ;ti 1' + ~C /~!x ~ ~ ~ r,' ' ~ + ~ ~ ' , ~ i ~ ~ A 402.0 400.8 _ f ~ I ~ ~ 5 ~ ~ ~ ~ B 402.1 399.5
~ _._r., ~ L •1. 1 ~ \ , ~ l ~ % ,r ' 'i ,i ~ ~ ~ ~ I C 402.fl 398.8 Dram By, JJ PP: SH
_ / / 1 \ 1 ~ / / /r ~ ` 1 ~ ~ ~ y ~ / Pl A I N DESIGNED \ UM ST T 0 r '1 ~ X , i ,~r {
\ , f t ~ 'Q B . \ AND r ~ ~ ~ l \ r ~ .r• ' \ ~ ~ ~ RETAINING WALL #4 TOP OF WALL BOTTOM OF WALL % I v, 1 , j ; / ~ ` ~ ~ ~ ~ t A 384.5 382.5 Checked By: SN PM; SN
,,,,..-y-~ ~ f ~ , ' 1 ' f P HU r 1 r U ~ H ~ \ ' , / , ~ ~ ~ ' ~t ~l B 388.5 383.1 Date: 2/01 /06 SM: SN
4 / • ASSOCI E ~ ~ I ~ ~ ~ i; ! \ ~ ~ti ~ C 389.5 383.5 { • ~ t ~ ~ ~ l ; 1 D 385.8 384.5 Proj#: 2502011
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~ i/ \ ( \ , f/ ~ ~ / i.. ~ ~ f ~ ~ ~ ~ . t ~ ~ * ALL RETAINING WALES SHOULD BE TIED INTO FINISH GRADE ~ j ~ \ ~ ~ ~ ~ ~ 1 \ ~ \ ~ AT WALL END. Revisions
/ / i ~ t r ~ l r ~ j J' r , ` 1. ~ \ ~\1 / T / / ~ \ / r \ i , ~ ~ ~ 6/15/07 LAYOUT REVISION
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J / I ~ ~ I r ~ + f ; / i I ~ ; r ~ ~ f ~ , • ~ - 1 . , • ~ ~'b~1L~lA f~.-_.1Vtfl~. fi~tl~-T-EE~-- URBAN PLANNING LANDSCAPE ARCHITECTURE
I r ~ r f / j !1 J ~ r J ? ~ ~ ~ ~ ~ i , r ~ ,t CIVIL iW6iiiEiOG • LAND USE CONSUL n NG
f ~ r i 1 ~ 1 i r l 1 ~ ~ J ~ ~ j j ~ ~ \ N` NTRC 0 S
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/ I ~ , r ! i 1 ! r~ f / 1 ~ ~ 1 / r ~ ~ ~ - & ASSOCIATES
1 % ti ~ / ~ ~ i ! ~ / ~ I r i ~ ~ ! I ~ INTERNATIONAL
, - / f' r / I l I r ! ~ ~ ~ r , ~ • `yo. f 1 . . ~ ~ GOLF COURSE DESIGN * MASTER PLANNING
~ ~ I r 1 1 / / / ~ / ' r ! I / ! ! r r 1 w~ ( / ~ ~ ~ . CONSTRUCTION MANAG
r i / ~ F ! f ~ / / rl l ~ ~ / • ~ ~ ti r ~ / 1 \ a - ~ 2880 SLATER ROAD, SUITE 200 MORRISVILLE, NORTH CAROLINA 27560
r ~ ~ i 1 ' ` I ' r J 1 / ~ / ~ ~ i 1 7 r \ i ~ ~ 41 r r 0- \ SA
~ ~ / / 1 ~ ~ ~ ~ i l / 1 • ~ i / ! l i f I r ~ r r ~ OFFICE 919.481.2021
1 t f~''~ ~ , J ; / 1 i i ~ 1 ~ ~ ~ ~ ~ J ~ ! ~ r r ~ ~ FAX [phone] EMAIL etd@etdp&com
r r r I ~ / 1 ! r' rl i ~ r r , i i / j r r r r j f ! !
r ! ~ ~ i ~ ' , ~ ~ ~ ~ ; ~ r ~ I r ~ i l ~ f J r J F i i i ! I II ~ ~ ` ~w 1 ~ f 1 ~ ~ f ~ I 11 I l `
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r ~ ~ / i f . 1 r r / ~ ~ / / r ! ~ 1 I ! f ~ ~ 1 ~ + i r 1 ~ ' ~ ~ ' ~ p f ~ ~ ~ / . ~ ~ ` ITE SUMMARY ~N CA RO
• ~ - / 1 i f J i ~ I ~ r ~ - ! 1 i >f ' i ' r 1 i ! r i ! I ~ n1 j ~ 1 i /
i r i j ~ 1 / i 7• !f / + ~ f ! ~ ~ , ~ ~ E L " _LC `
r r r f r• % ! j r ~ i / + r ! J 1 . ~ , ~ ~ ~ ~ ~ ~ PROPERTY OWNERS: FRANKLIN RESIDENTIAL PLC r-- \ ~ ~ ~ ~ JAMES T. MOSS 03084
r ~ ~ ~ / r i' ~ ,1 ; ~ r i r / f ! I j l r i r i r f j f 1 i ~ ~t ` WILLIAM H. MOSS, TRUSTEE TEE
~ , i ~ t ~ ~ 1 i r i J 1 1 ) 1 / i / 1 / ' / 1 / If ( ~ _ ' ~ \ ~ i ~ MOSS FARMS EAT, LLC i \ \ ~ ~ ` = ~ CLEMMONS & BERENTHAL KLEI ~ ' l ~ ? \~\r` PIN NUMBERS: 1842-07-9181 ZONED R-8 kL KLEIMAN
~ i , r ~ 1 it / r r I 1 r ~ ~ 1 ' " ~ / j i ~ 4 1 ! / / ! ~1. r ~ ' 1 1 / 1 :D R-8 D R-8 fill
j ~ ( ~ ~ t 1 / ( ~ j ~ 1 I• r - r l f f / 1 ~ i ; ; ~ ~ ; i ~ 1842-09-4303 ZONED R-8
r~ , j ~ ~ ~ ~ / i 1 ~ ; / r` r t i I ~ f ~ t r ! ~ J ~ ~ ~ j ~ ~ 1842-14-2971 ZONED R-8 ~ ~ ' ! r 1832-65-8449' ZONED R-8 =D R-8/HB =D R-8
/ a' r ~ 1 1 ~ f r r , i c ' ~ ~ j ~ ! 1 f i 1 i ~ / ~ A f 1 ~r._ .l ~ ' ~ i 1 f ' ~ ' i ~ ! - r j 1832-97-7749 ZONED R-8 =D R-8
O r ! + r 1 t ~ r ! ~ / ~ 1 ; f ~ ~ ~ f ~ r - r, ' ~ / 1~ 0 1 ~ j ~ ! ~ ? ~ ' j~ ~ 1842-14-6300 ZONED HB8 -D R-8 :D HB
1~ 1 ~ 1 ~ ~ ~ 1 ~ ~ ; ~ 1 t / ' j ~ r i ' f i ! t ~ ; ~ / i ` i ~ ~ j ~ j j~ ~ t 1842-15-9337 ZONED 0&I -D 0&1
t r i ' ~ f ~ 1 ~ 1 ~ - ~ ~ ) I ~ u- ! ~ r , 1 ' ~ ~ ~ ~ ~ i i ~ < ' TOTAL GROSS SITE AREA 187.80 AC"
~ 1 ~ , , N • / j / r ~ I r 1 r ~ + f i ~ ~ j 1 y t ! i ! ~ f' ~ l ~ t I ° ~ ~ TOTAL SITE IMPERVIOUS AREA 24.75 GROVE N KLIN F
~ f J ~ / i t t ~ + ~ 7 1 I 1 1 1 1 ~ 1 1 I i ~'f o 11 p SE 1
~ ~ 1 r ~ + ! 's 1 ' 's i ~ ~ '1 l ~ ~ a ~ ' _ % ~ ;l ~ i ° 1 ; ~ OVERALL PLAN SUMMARY
i ~ f e 1 ~ i ~ ` 1 S 1 ~ ; 1 ! a ~ i r _ - , ' / .l ~ ~ ~ ' ~ I ~ ! l J I. OVERALL PLAN
~ f 1 ~ l ~ f ~ ! ~ ~ f , _ % / i r A. TOTAL RESIDENTIAL OWELUNG UNITS 409
~ / 1 s ~ i ~ - .,_a..___ ~ 1 ~ 1 i ~ ~ .n 1 i I , 1 ~ ` i 1 ~ / . ~ r . ~ / r~ ~ l r ~ t( ! ~ 1. 61 ~ MIN. WIDTH LOTS 166 / / ~ ~ % % ~ 2. 51' MIN. WIDTH LOTS 243
~ ~ i i ~ t ~ 1 1~ ~ I 1 1 1 1 r • r 1 i r 1 1 r
I i ti / i i ' r { ' 1 I i ~ ! ~ ~ 1 ; ~f , ! i' ~ ~ ' ~ ~ 6. TOTAL AREA ENCOMPASSING ALL FOUR PHASES /i ! ~ J ~ 408 UNITS X 20,000 SF = 187.79 AC
s ~ 1 ! i ~ ` 1 ~ S f ~ ~ ' ~ - 1 f ~ / r / / % i r ~ ~ ` ~ ~ ~ ;r ( ~ ~ C. TOTAL OPEN SPACE 89.85 AC (47.84%) .84%)
1' 1 i i 1 ! i ~ 1 - r ~ ~ r ` / ~ / D. TOTAL DENSITY 2.18 UNITS/AC RE-7 DEVELOPEMENT
,i i 1 i 1 ~1 f l 1 1 f { j r / i _ % 1 PHASE SUMMARY t EROSION
1 1 r 1 ,,.~-r 7 I i 1 i ~ ~ ;
i ~ ~ , ~ ! i ( ~ i ~ f i - ,r ~ i .w..._.-- - . / r r H ~ , ' ' ' ' ' r A. GROSS ACRES IN PHASE 44.03 AC CONTROL PL
1 ~ 1 i f ; s ~ ' 1 ~ 1 ' ~ i ~ r / / I /r r ~ i-•rr ti~ ~ ~J ~ j1 B. PHASE OPEN SPACE 21.32 AC (48.420 .4290
' ~ ~ ~ ~ I ~ r • i j l 1 S ~ ~ ~ 1 , ! ~ / j / ~ ' G TOTAL UNITS IN PHASE 84 / /
1 , ~ 1 i i ' 1 , ~ i i i i 1, 1 1 i ~ / ~ ! i ! r r ; j ~ / ~ i ` _ ~ I 1. 61 ~ MIN. WIDTH LOTS 24
I 1 ~ ~ ~ i s ~ ~ ~ i. ~ 't j ti, ~ l 1 - ~ j I i~ 2. 51 MIN. WIDTH LOTS 60 - II. FUTURE PHASE II CLIENT
1 j ~ \ ~ ~ + 1 ! ~ i 9 ~ - ! / r i w r_oncc eracc w P41ACF X9.08 AC T%^ AT T 1010 Llrf% L I 4Z
i ~ ` i ~ ~ ~ ~ ' i i { ~ 'i } ~ t 1 f i ~ ~ ; ~ ~ , 1~... _ ~ ~ 1 ~ r ~ ~ ~ _ ~ ' % ~ ~ ~ % ~ / f B. PHASE OPENvSPACE.,.v~ 7.63 AC (26.24%) )4%) VV A1.,L.LIr rivrnlr a)
~f ~ I ~ ~ ~ ` f . , ~ ~ ~ `i ~ j ! r I f 1....` f ~ ~ r_.- - - r~ / C. TOTAL UNITS IN PHASE 100 J 812 MORREFIELD PK. DR. STE.812
l i ~ 1 ~ i ' ~ ~ , ~ t f ~ ~ i 1 ~ ~ J / ? 1 / / ' / ~ I 1. 61' MIN. WIDTH LOTS 47 RICHMOND, VA 23236
` ~ ' ~ 1 ~ ! f r , ~ f i ~ i, l 1 ~ ~ ! 1 r ~ r 1 ~ 4 l~ / ~ ~ / / ~ 1 ~r 2. 51' MIN. WIDTH LOTS 53 804--323-1362 CONTACT: DICK PATON
I f ~ / ~ ~ ~ ~ ~ I , ~ ~ r J ~ r r f r--~-'"- r r r I ; 1 ~ ~ I ~ i r f ~ ~ ; II1. FUTURE PHASE III EMAIL: [e-mail]
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L ~ .1 J ~ / 1 r i ! s. 1 { ~ + j / ` ' ~ ~ ~ C. TOTAL UNITS IN PHASE 9Z ENGINEER
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,1 ~ ( r ' ~ ` / , r 1 ~ j ' ri 1 ~ I 1 , ! / ~ IV. FUTURE PHASE IV _ MORRISVILLE, NC 27560
~ ~ i \ ~ y ~ ~ 1~ , i ~ / t I j i I I ~ f 1 ~ ~ ~ - ~ ~ / / / ~ ~ A. GROSS ACRES IN PHASE 24.44 AC (44.5990) / ~ ~ \ ~ ~ / / B. PHASE OPEN SPACE ..59%) 919-481-2021
~ ~ ~ ` ! , ` 1 ~ 1 l ~ ` ~ ! 1 ~ ~ ~ r ' / ! t ' ~ ~ t ; r ~ I s r ! / J' r t i 1 r ~ 1 ~ ~ / C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
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1 't ~ ~ t ~ ~ ' ~ ti ` l ! r r , ; / r 1 ~ / 1 r ! r r f ' ~ 1 ~ i r 1 ~ / \ \ ~ ~ / ` NOTES
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l ` 1 , ' ~ ~ i ,r ~ ~ ' i ~ / ~ I ~ ~ l ,j 1 i / i r i r ~ 7 g ~ _ _J / j ~ ~ ~ / ~ AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201 FUQUAY--VARINA, NC 27526
I~ ~ ~ t~ n ~ ~ ` ; , ~ . ; t ~ , S f r ~ ! ~ ~ J l ~ ,r ~ ! / ~ J ; ~ ~ i / , ~ / , \ - / ~ ~ THE RESPONSIBUTY OF THE DEVELOPER. ~ / / / TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO 919--552--4845
. 1 ~ \ ~ ~ • 1 ( ` I ~ ~ i ~ . r I r ti f ~ / / r \ ~ HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
~ ~ / l 1 ( i r ! ! ~ ~ r / ; ~ ~ i / r ' 1 ' ~ ~ 1 I ti r ! 1, \ t ~ / ~ ` ' / FROM A SKETCH DATED 04.22.07 8Y ETd WITH A 9000 SF EMAIL: [e-mail]
1 1 i ~ 1 4 ' I / i 1 I I r' ~ 1 ~ ~ , ~ t A ~ ~ r J \ ~ ~ _ ~ _ ~ ~ j / RECREATION CENTER WITH POOL AND PARKING.
~ , / ~ 1 ~ - ` j 1 ~ i i ~ ~ ~ I i / ~ ~ ~ i ' + , 1 ; C` , i ~ ~ ~ EXISTING CONDITIONS NOTES BEY ARE TAKEN BY LANDSCAPE ARCHITECT
a ~ i ~ ~ \ N i ti ~ f / I ' , i r~ ' I i ! ~ / ~ ~ r f ! ~ / Q ~ - ~ ~ - 1. BOUNQARY AND TOPOGRAPHIC SU ELAM, TODD, d'AMBROSI
~ ; \ ~ r i y ~ I f r ' ~ j 1 r I ! i , FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ~ ~ WETLANDS DELINEATION PROVIDED BY S&EC. THE 2880 SLATER ROAD. STE. 200
~ ~ ~ ~ i 7 i f ~ , / I I r ; i ~ ~ i E l f ~ ~ I r J ' i i ~ ~ ~ ~ WETLANDS SURVEY WAS PROVIDED BY BASS, NIXON, AND MORRISVILLE9 NC. 27560
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1 ~ ! ~ .J I ~ ~ ' ~ ~ - I ? ~ ! I ~ 1 i I 1 + ( ! i , I , ~ r ` ; ~ I CONTACT: MICHAEL LEIGH
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% i~. ~ / .Y , , t~ r. / ! ~ 1I w........ ~ 1, i ~ , ? I ~ ~ ~ ~ ~ { I f ~ , ~ i y ! ~ i 4 11 ~ ~ ; ~ 1 I I I ~ ; ~ ~ i A. TOTAL RESIDENTIAL DWELLING UNITS 409
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/ ~ ' r .1 ~ \ ~ , f I I I ~ 1 ~ t ~ l r y ~ ~ \ ~ ~ 2. 51 ~ MIN. WIDTH LOTS 243
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/ `r t I ~ ~ ~ 1 1, ~ ~ l ~ ~ ! ~ I ~ , ~ \ \ ~ ~ , i ~ ; C. TOTAL OPEN SPACE 89.85 AC (47.84%) 7.84%) RE=DEVELOPEMENT
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~ / / / / r' / . ~ / r/ ~ • i,. ! ~ l \ I j ! ( 1 ~ ~ ~ } 1 ~ ~ •1 \ , \ t ' ~ ~1 ' ' ` ~ i ! j r ~ ~ A. GROSS ACRES IN PHASE 44.03 AC CONTROL PLAN
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' , S ti < / ~ ~ 1 S ~ j ~ i 4 ~ r ~ ` ~ ~ ~ ~ ~ ~ ~ r / / / ~ ~ < ~ r+~~ j C. TOTAL UNITS IN PHASE 100 RICHMOND, VA 23236
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i r ~ 1 ~ ~ ~ ~ ~ / ~ l I ~ , ~ 1 i i ; t ~ ~ ~ ~ 1 j ~ i 4 1. 61' MIN. WIDTH LOTS 29 ENGINEER
' - ~ • i , f + / r r ~ i ~ / / , ~ ~ ~ y } J/~( / ` ' 2. 51 ~ MIN. WIDTH LOTS 63 ELAM, TODD, d'AMBROSI
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• ~ ,,r \ ~ ~ i ~ 1 ~ '•ti ~ ~ r / 1 / ' ' ~ / / , ~ i ~ ~ 1 i ~ ~ ' ~ " ~ ~ ~ ~ C. TOTAL UNITS IN PHASE 133 i CONTACT: SAM NYE EMAIL: [e-mail]
f ' t ,r ~ \ ~ i ~ ~ / ~ / / ~ ~ ,1 I i , ~ { ~ ~ 7 ~ , 1 ~ ~ ~ 1. 61' MIN. WIDTH LOTS 66 r j ~ ~ ' 4~ l ~ 1 tr: ~ ~ \ 2. 51' MIN. WIDTH LOTS 67
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\ ~ ~ ~ ~ ~ / / ~ ; / / ~ , i / ~ ` ~ j ~ i' r~ i ~ ~ ~ ~ / / ~ ~ . ~ i NOTES JH CHANDLER & ASSOCIATES
1 \ r \ j / ~ ti ; r / ~ / ~ / / 1 < / ,i / / / / , , , ~ ~ / ~ j ~ * TA IT AREA NOT OWNED BY DEVELOPER AT THIS TIME. ,i ; TO l S E 7621 PURFURY RD. STE.201
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~ / ~ ; ~ ~0 r r 0 5 ~ - I 1 1 ~ ,r ~ r r ~ J 1 1 ~ r ~ .i. . / ~ 1 J i • • , • , ~ i'. j j i' ~ /SEplME~IT TRAFR TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO 919-552-4845
~ , ~ / i \ ~ ~ r 1 ' 1 ! I ~ i 1 ' .t~ , .i / ~ / - ~-'J ___---37~ ~ ~ I HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
Jr f ~ ~ ~ r ~ 1 ~ ~ t 1 7 ~ ! ~ / 1 f r i 1 i• ` ! J ` / / ~ ~ / ` ~ ~ " ' ° • ~ ~ j~~` / ~ FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF i ~I~ / ~ j -J / RECREATION CENTER WITH POOL AND PARKING. EMAIL: [e-mail]
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~ ~ ~ ~ ~ ~ i ~ i I 1 ~ \ \ ~ ~ , 1 1 t' r .'t v' i / . . ! / ~ 1 1 i r c~ . ~ ~ ~ •1' / / / ~ '1 ~ •!~"r" ' ~ ~ ~ ~ / GENERAL NOTES ~ LANDS CAPE ARCHITECT
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~ ~ i l ~ r ~ ~ n { , ~ > > / / I ~ ~ i ~ , 1i ~ ~ ~ ~ ~ ~ i ' t , ~ / ~ J ~i / ~ ~ SURVEY WAS PROVIDED 8Y BASS, NIXON, AND KENNEDY. MORRISVILLE, NC. 27560
1 ~ ~ / ~ t C i f ~ ~ / 919-481-2021
\ ~ i ~ , y ' 1 ` S 1 l ' ~ ~ / 1 1 ~~I ~ ~ 1 1 E 4 l i ~ CONTACT: MICHAEL LEIGH EMAIL: [e-mail]
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~ , ~ : i 1 f J y I { ~ ~ ~ { 1 ~ ~ 1 r I ~ \ / r r J Checked By: SN PM: SN
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Z ~ ~ ~ ~ ~tr i i{ I 1 ~ ~ STREAM BUFFER AREA Date ;2/01 06 SM: SN
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w \ ` r ~ l ~ i / f ~ i ~ 1 I ~ i ~ ~ ~ ~ ~ ~ ~ STREAMS/PQNDS
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~ ~ ~ ~ ` ~ 1 ~ t, ~ ~ ~ I ~ ~ i I , ~ ` \ ~ 1 URBAN PLANNING LANDSCAPE ARCHITECTURE
. ti ~ ~ ~ j ~ 1 \ 1 ~ ~ ~ CNII, i24GB*1iERD1G • LAND USE CONSULTING
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? + ~ 1 1 I t / i 'I I ~ ~ ~ 1 ! I 1 ~ ,••r. f y 1 ~ , \ ~ 1 1 ~ ~ ~ \ ~ . INTERNATIONAL
t ~ ? I 'I ~ t 1~ ~ I I ~ 1 i ~ ~ I r r i . L j i i ? ~ ~ ~ \ ~ . 1 ' ~ ~ \ ~ ~ } ` L 4 \ \ .i{? r ~ ~ ti"• .i~M4'jlr I ~ , ~ GOLF COURSE DESIGN s MASTER PLANNING •
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i ~ ~ j ` 1 ~ I ~ r 1 ' ~ ~ ~ ' i 't ,l ~ ~ \ ~ WWWW 1 2880 SLATER ROAD, SUITE 200 MORRISVII..LE, NORTH CAROLINA 27560
~ , 1 ~ f I ~ ~ ~ t , i ~ J ~ 1 ' r...,,,,,~~~.: SA
r I I + i r ~ , ' r i ~ ~ 1 ~ ~ , ' ~ / ~ ~ 1 r ! ` , 1 4 + ~ MP DIVER 10 ~ ~ ~ '.a., OFFICE 919.481.2021
~ ~ ' ! I i ~ ~ ~ r •r r' ; r I J ~.t / i I t i~ 1 t, ~ ' D1rCH ~ , FAX 919.481.273 EMAIL etd@etdpacom
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I ~ 1 ~ ~ ~ J ! ~ ~ ~ ~ 1 ~ Lr FEN E i i ~ , f ~ _ ~ ~ ~ ' SITE SUMMARY
~ f t 1 ~ ~ I I ~I ,t t ~ ~ ~ 1 a O a do,
{ ~ I 1 / r , ' , ~ ~ •,r i ~ } I ~ ~ { t 1 r ~ ; ~ t` tt i t - ~ _ 1 PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC f~~~~~ Y`~'~~ ~ ~ ,r JAMES T. MOSS - ~ AL = 030
S ~ ~ 1 i } ~ I ~ ~ ~ I i r f r t I , 1 ( 1 I ~ i f f ` _ ~ ~ ' WIIUAM H. MOSS, TRUSTEE q%b F ~ III
r I t ~ ~ f 1 ~ I i ~ ~ ~ ~ 1 ~ ~ ~ ( :r. r ~ r'' ~ r / J I ~ ,r 1 ~ ~ , I j 1 ~ ; i ~ l ~ .f ~ ~ ~ ~ ' MOSS FARMS EAT, LLC ~ , ~ S ~ CLEMMONS & BERENTHAL KLEIMAN AN GSA NoOL
` ~ t I i ~ i k a , , f ~ i r,. ~ f t ~ , ~ 1 , ' ~ I~ ~~y \ ~ j PIN NUMBERS: 1842-07_9181 ZONED R-8 lee
I ~ I I f ~ f 1 1 ~ ~ .r 1 ~ r ~ l ~ I ~ 1 ~ 1842-09 4303 ZONED R-8
~ S y ~ .r ` ~ I 1 i ..:,f. ~ j . 1- i j ; ~ 1842-14-2971 ZONED R-8/HB 1832-65-8449 ZONED R-8 6UME ~ i ~I ~ 1832-97-7749 ZONED R-8 HB
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s i ~ ~ 1 I 1 r ~ t I ~ 1 ,f ~ ; l fy.. \ / 1 i i I 1842-18-7203 ZONED R-8
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? I ~ ~ ~ j I .,r , ` f k 'r, ~ + , l r: ~ 1 ~ I ~ 1 , ~ I II II i ~ r f,~l' ~ TOTAL GROSS SITE AREA 187,80 AC"
. ~ t ' ~ ~ ~ ~ ~ 1 l , .r 1 ~ 1 e ~ ~ ~,vi'~fJ 1 r 1 ~ ~f. r as ~K~y"', ~ ~ ~ . ~i TOTAL SITE IMPERVIOUS AREA 24.75 FRANKLIN GROVE
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\ ~ ~ 1 ~ I ~ .7 / j 1 f I I i a 1 1 t ~ , ~ ~ .L % ~ l ~ ~ J~ 1=~` ~ OVERALL PLAN SUMMARY ~ ! i ! PHASE 1
, 1 ~ , E ` \ ~ ' , f ~ \ \ ~ ~,i r rill / ~ ~ I. OVERALL PLAN
I ~ ~ ~ / ~ 4 y I I r 1 ~ I ~ \ / ; ~ s A. TOTAL RESIDENTIAL DWELLING UNITS 409
I ~ ~ ~ ~ ,~r. j ` , ~ ~ ~ I t f ~ r r i 1 ~ ~.1 ~ / ~ ` ~I ~ ~ 1. 61' MIN. WIDTH LOTS 166 ~ ~ ~ ~ 2. 51 ~ MIN. WIDTH LOTS 243
' I 4 i ~ ~ L 1 14 1 ~ , ~ ~ I 1 f ~ ~ . / x,.,. B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
' 1 I• ~ 1 / \ I ~ , ~ ~ f i ~ ~ ~ ~ ~ l~ ~ y ! J I +t ~ 1 ~ r ,r i ~ 408 UNITS X 20,000 SF = 187.79 AC j ~
I ~ ~ I .r ~ f ~ J I 1 ' 1. r` 1 1 ` ~ 1 1 t 1 ~ ~ ~ C. TOTAL OPEN SPACE 89.85 AC (47.840
I ~ ! ~ i / ~ ! 1 .i I ' + ~ ' ~ ~ ~ ~ ~ , r ~ 1 r j ~ ~ . f f ~ ~ X ~ / ~ / D. TOTAL DENSITY 2.18 UNITS/AC REROSION
4 r. I j ! 1 i I ~ I 4 , i / ~ 1 ~ / / / I i~ f ~ ~ 1 I ~ .i. / ~ ~ ~ ' ` ~ / ~ ~ ~ PHASE SUMMARY
~ ~ , ~ 1 r I i ';l ~ / ! ~ / ~ ~ 1 1 ~ ~ r I , - f
'~f 1 ? a ~ / ' ~ ti ~ O 1 } ~ ~ Q ! ~ ~ ~ ~ ~ ~ ~ E ~ ~ i = E PRO EC~jON `k l I Ij ! I. PHASE i N ,l x j ! ~ A. GROSS ACRES IN PHASE 44.03 AC CONTROL PLAN
l i f r' 1 ~ ~ ~ ~ ~ i I ~ j ~ I 1 ~ r` l / / ~ I ~ ~ .r ~ I , r / ~E CE ~ / i~, i g, PHASE OPEN SPACE 21.32 AC (48.42%)
f ~ r I I r i i 1 3 1 t ~ ' / ~ . .I , ! ~ ~ ~ I r C{ I i ' j C. TOTAL UNITS IN PHASE 84
i ~r•. . f.,,....,. ~ I ~ • •r~„~Y E ~ f ~ r I t f I ~ I ~ i 1 ~ j I , ~ f r ~ ~ I ( f f ~ f / ( I + ~ I ~ ~ / ! 1 i I f ~ 1. 61 ~ MIN. WIDTH LOTS 24 % ~ i ~ j~ 2. 51' MIN. WIDTH LOTS 60
~ ~ ! - ~ ~ i 1 . I . ' ~ > ~i ri iT~ inr n~ iwe+r ii CLIENT
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~ 11 .~,r ~ / f ~ f r f/ ~ 11 ~ ~ ~ l ~ 4 ~ ~ ~ I ~ - ~ ~ j j J C. TOTAL UNITS IN PHASE 100 812 MORREFIELD PK.DR.STE.812
1 I ~ rl r ~ 1 / ~ ~ r 1 ~ i r I ~ ~ ~ / L ~ r / ~ ~ ' 1 1. 61' MIN. WIDTH LOTS 47 RICHMOND, VA 23236
1 r ~ ~ ~ / r ,1 ~ \ l 1 < TR EE 1 -TREE PROTECTIOI~l~ ~ k " x' ~ ' "1~ ' ~ ( ~ 2. 51' MIN. WIDTH LOTS 53 804-323-1362
i 'r ! I I ! ~ ~ f J ~ / ~ i ~ I ~ . ~ \ i NCE . ~ ~ ~ 1 1 I I ~ ` , ~ 1 / J J j \ ~ V / ~ III. FUTURE PHASE III / x , ~ ' r ~ ~ A. GROSS ACRES IN PHASE 59.88 AC CONTACT: DICK PATON EMAIL: [e-mail]
~ i / } 4 ~ ! ~ / ~ ~ ! ~ 1 ~ / 1 1 \ / ~ ~ i / ~ ~ ~ ~ ~ r ~ ~ ~ ~ i 1 B. PHASE OPEN SPACE 36.46 AC (60.89%)
t ~ 1 , r / I r ~ I 1 i 1 ~ ~ / ~ ~ i ~ / 7 ; ~ • t r r / r i. 1 r I C. TOTAL UNITS IN PHASE 92 ENGINEER
/ j ''i. ~ ~ I / / r ~ i l! , 1 ~ 1 ~ ~ ( 1 ~ J 'V ~ O / r'' 1 , ~ ' ~ ~ ti ~ 1 1'`x ~ ~ ' ~ ( ~ 1. 61 ~ MIN. WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
` ~ ~ ~ l ~~r 1 / ~ ~ \ 1 ~ r ~ ~ ~ , , / t 1 1 ` ~ I ~ 2. 51~ MIN. WIDTH LOTS 63 1 ~ 2880 SLATER RD. STE.200
/ / ~ ~ ,t r f~ •i ~ ~ / r , , , . , ~ f ~ ~ ~ ~ i ~ ~ ` ~ ~ ~ ~ IV. FUTURE PHASE IV MORRISVILLE, NC 27560
1 j' / / f 1 1 1 ~ ; / f' I / / 'i } r ~ ~ ' wl i A. GROSS ACRES IN PHASE 54.81 AC ~ x ! ~ j ~ B. PHASE OPEN SPACE 24.44 AC (44.590 919-481-2021
~ I rl t S' r.1 I . . ~ 1 ~ ~ r ~ i. / . . . ~ 1 r ! 1,. i 1 ~ .y r / / ~ r 1 i , r ~ ~ I \ ~ 1 l , ~ i r ~ ' % C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
~ .r ~ .i. i ~ r ,i r ~ } ~ ,C , ~ ~ / I ~ - t r'•,' . / ~ SE IME T T , y I ~ r: " , ~ , ~c ` x ~ ~ ( 1. 61 ~ MIN. WIDTH LOTS 66 EMAIL: [e-mail]
~ i 1 1 1 t, 1, ~ / ~ j ~ 1 ~ ~ r ~ i ~ ~ r ~ ~ l i. ~ ` 1 I 1 ~ ,r' r ' , ~ r ~ 1 ~ / J/,....., ~ ~ k 11 / 2. 51 ~ MIN. WIDTH LOTS 67
~ 1 r ~ r ~ , I } ~ ~ ~ i ~ 1 r. / ` , . 1 , . 1 i i SURVEYOR
I r \ . .1 r i, r l \ ~ ~,,1 - f 1 ~ r I ~ ~ < < j % NOTES . " y ` ' - ~ ~ J ~ ~ * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. JH CHANDLER & ASSOCIATES
I r t ,J 1 • 1~~ ' i ~ 1 l i ' ~ / r ~ ~~r ~ ~ I ~ ` S AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
i ~ ~ ~ ` ~ i r r I I / ~ - / 1 , ~ , 4 r 1 ~ i ! i ~ i i THE RESPONSIBLITY OF THE DEVELOPER. it ~ i ' FUQUAY-VARINA, NC 27526
/ r ~ .,.r ' ~ i x ! TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO I'! ~ r ` ~ ' ~ ~ ~ HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN 919-552-4845
~ ~ ~ 1 / ~ 1 ; ~ ` 'i. ~ ~ ` I FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF CONTACT: JOHN CHANDLER
r I 1 ~ ~ r I 1 ' r I r 1 ? r i i y . } ~ \ I I ~ RECREATION CENTER WITH POOL AND PARKING. EMAIL: [e-mail]
N I { r p , f ~ ~ LANDS CAPE ARCHITECT
h+ ~ I I I I I ~ f r ~ ~ ~ . I,~ , t! GENERAL NOTES
I ~ / + ' 1 I 4 ~I r - 1 ` ~ ' ~ , 1 f f / / ~ ~ r ~ ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ~ FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ELAM, TODD, d'AMBROSI 2880 SLATER ROAD. STE. 200
! I L ` v 4 ~ , 1 ~ ` / / r ~ I ~ ! ~ ~ x ' ~ ! WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLANDS MORRISVILLE, NC. 27560
I ~ ~ ~ / 1 , 1 ~ ~ ~ t 1 ~ / / ~ ,i. , ~ r~ . , ~ ~ ~ J ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. 919-481-2021
1 I ~ ~ ~ / , , ~ ~ ! ~ I ~ ~ I f r f , 1 / ~ r - -.w_.. 2 r ~ 35 i CONTACT: MICHAEL LEIGH
I 1 i ~ ~ l t I f ~ + I .I ~ ' ,r ~ ri .r" 4 ~r ~ w N~F EMAIL: [e-mail]
! ? ~ ~ I ~ ~ ~ 1 ~ ~ ~ r / _r_---''"~ . ~ CAROLI A TELEPHON
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~ / / ~ ! ~ { r I , • r ~ ~1~. ~ j ~ alYc .>,lYi. ~llc .ilYc r i \ i\ ~ ~ -------STREAM BUFFER ZONE
r r i t / ~ ~~z~, Drawn By: JJ PP: SH
r ~ ~ ! ~ i r \ -....,r... ~ ~ . ~ ~ ~ Y" I -f F 100 YEAR FLOOD ELEVATION Checked By: SN PM; SN
1 ~ ~ ' / j 1 J ~ ~ r / , M.? Date: /01 06 SM: SN
. i ' ; ~ ~ it I I ' / ~ ~ t 1 ~ r / ~ ~ 1 I r f ~ / I~ ~ ~ / WETLANDS AREA
~ i / ~ ~ / / t i ~ I - t r' l - ~ - / Proj#: 2502011
~ 1 ~ f , r ~ , ~ \ ~1•.e..~'~, ~ / j STREAM BUFFER AREA Revisions
~ - ~ ~ i ~ ,V1~, ~4c ~ ~IILc ~tltc. alltc . , ~ ~ r / ~ ~ ~ ~!j ~ j ' l , STREAMS/PONDS
t ~ ~yN~ 1 ~ •r ~ 1 I 1 ~ ~ r ~ R 1 r ,y \f/ X ,,,.r / ~ ~ ~ ~ % ~J~-- 6/15/07 LAYOUT REVISION
Q r I J \ 1 t ~ ~ ~ i ? 1 I r ~ 1 ~ ' y ,r, n 1~ 11~ , , ~ 1 f ~ ~ i X55 _ ~ ~ TREE POTECTION FENCE
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~ ~ , ~ . • , 1 i ~ , ~ 11 r ~ ~ \ ~ 1 1 ~ Y i ~ h ~ , .r / 1 l ~ ~ 1 ~ l r` ~ % ~ ~ ' j i 1 , URBAN PLANNING LANDSCAPE ARCHITECTURE
~ t ' ~ ~ ! . i , ; ~ / / / ~ ~ ~ . , 1 ~ i , ~ ~ 1 / 1 ! ~1 \ CIVIL ENGINEERIlIG 0 LAND USE CONSULTING
i 1 t 1 f t .1 ,r,~ r . ~ / , ' I; I f ~ .r i ; ' i r' ~
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~ ~ ~ 1 ! t i ! r 1 t J ~ - ' '1. • i ' / / ~ ` r ~ ~ INTERNATIONAL .
i ~ ~ i I I I ~ • ~ ~ ~ i t ' ti C30LF COURSE DESIGN' MASTER PLANNING
/ f 1 1 / ~ ~L. ' f ; n ; E ~ ~ f f l: { 1 I f , a~ ! `'r ~ i l / / O ,j ~ j l • ~ ~ I I i ~ / ~ I i n CONSTRUCTION MANAGIIKEM'
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i ' ~ ~i ~ ` j i' J, I i , J ~ ~ ! J '.J ~ ~ 1 , t ~ 1 , , I ~ ~v' t / ~ SA
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' ~ I f 1 l ~ 1 ~ ! i ~ i I ~ 1 ' ~ ~ ; l I ~ j r / ~ i i i I i ~ i J ! , ~ , ~ - PROPERTY OWNERS: FRANKLIN RESIDENTIAL LlC JAMES T. MOSS 030
!i ~ i 1 ' i ~ 1 ~ r f ~ I . I ~ ~ , ~ i 1 ~ ~ f ~ + i ~ 1 F ~ WILLIAM H, MOSS, TRUSTEE
% ! 1 ~ ' r r 1 s ' r / i I f ! i t I / / ~ ' ! r l \ ~ l l ~ 1 ~ r i ~ J r r , i ; 1 / ~ ~ ~ E ~ / r ~ s-- / t i / ~ ~ MOSS FARMS EAT, LLC CLEMMONS & BERENTHAL KLEIMA ~ PIN NUMBERS: 1842-Q7-9181 ZONED R-8 GENE ~ El KLEIMAN Is,
/ r ~ t ~ / ~ / / ~ ~ % , ~ i ~ J / / ~ ~ , i, ~ ' i / ; / 1 , i ~ / r R-8 wo
i r I ! r j i i f I ti 1 i } ! ! , ` / ~ / ~ , , / / ti. / ~ . .r ~ 1. / ~ I f ~ >l . , r 1842-09-4303 ZONED R-8
J f! j I ~ 1 ~ t /f , ~ j i / ~ l ~ _ ~ . r / ~ 1842-14-2971 ZONED R-8/I ~ 1832-65-8449 ZONED R-S i R-8/HB
~ t i i I i ! I i ~ ! ! I ! l ~ i AIL - ~ltG ]~It n 1832-97-7749 ZONED R-8 ~ R-S ~ R-8
~ r i i 1 f i ' 1 . 1 ~ 1 i 1 J1 l i . ~ 1 I t ~ l i t 1 1 i / / ~ / ~ f ~ i I ~ ; ~ r S ~ ~ ' ~ : , 1842-18-7203 ZONED R-8 I R-8
t , E ~ , ' i 1 i i ' ~ r' 1 f t! ~ i ~ ' i ~ J ~ I f \ _ / ~ , . _ ( ~ I ~ ~ ! 1.~ r+ r ~ '1 ' 1842-14-6300 ZONED HB ~ 1842-15-9337 ZONED 0&I HB 10&1
l~ I t ~ ; I ~ t ~ / ~ /I . , 1 , I r ~ ~ J 1 + / ! . I t 1 / 1t I / !r I i 1 I / l I / ` ~ I _ / 111 ` ~ ! I r r - . _ ' ~ ~ i 1 r ~ ! j I r / ~ i - r r / / t / ~ / / .
r i t i , 4 tl ~ l / f ! r i i i, i ~ 1 ~ ~ ~ J / i l r ~ ? ~ i l i f ~ i ( ! ; ~ t 1 i~ i{ r ! i ~ ' 1 ~ ~ ~ i f ~ ~ f r' ~lgc plc fit ~lhc ~ r .~d1,c r ~f ~ ' ~ ~ f ~ i ~ TOTAL GROSS SITE AREA 187.80 AC* \ y~ ~ ~ ' ~ TOTAL SITE IMPERVIOUS AREA 24.75 %r* FRANKLIN GROVE
~ ~ I a f ~ ~ ~ ) / f/ J r ~7 ~ + ~ i ~ ~ ~ r ~ / / r , / 1 , I . ~ I X'
/ r I = i 7 ( ~ 1 ~ / r / / 1 j ~ i ~ i r ~ I o f j t 1 t OVERALL PLAN SUMMARY PHASE 1
/ ( i i I ~ i ' ' 0 I / t , i ~C r 1 i i / ~ J t I ! i ' f / ~ I i ~ 1~ i J i ~ . • / , 1 ~ ! / / f ~ ~ ~ / i / r ~ , / ,,r r 1 f ~ ~ J~ I. OVERALL PLAN
' ~ i i ~ ~ I t I i ~ ~ R I ~ / ~ I ~ I / , j ~ _ / + 1 - % r ~ ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409
. ~ ` / 1 , J i ! ~ i / / , ~ r ~ / i/ r , ~ ~ 1. 61 ~ MIN. WIDTH LOTS 166
l / f ~ t r"~ / / / r t i ~ ,r 1 l , r i ! r. ^ ~ / i / ~ ; / 1 ~ i / i .y. ~y ~X ~ ~ ~~'~•t.~'~ - 2. 51 ~ MIN. WIDTH LOTS 243
I / ~ , 1 r i i r ~ , I > ~ > / 1 ~ r / ~ 1 . ~ ~ i / ~ i j ~ ~ ~Itc ~tlfc ~ ~~~T ` ~ ~ ~ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES ,K i ~ j ~j 408 UNITS X 20,000 SF = 187.79 AC
' r I ~ l ~ /r ~ I ~ J / ~ , i ~ 1 ~ ~ / / / ~ , ~ i t t IVT RAP ` ED E E t 1 ~ x ~ j ~ 3~,5~ % ~j C. TaTAL OPEN SPACE 89.85 AC (47.840
~ I - i' / / i i i i i y ~ ' / / 1 1 ~ f'` 1 / J ~ ) i i ~ 1 ~ ' 1 / J / I . i , / ~ 1 ~ `,r ~ . , ~ , / , .Y~ ~~~j j D. TOTAL DENSIN 2.18 UNITS/AC 4%) RE-DEVELOPEMENT
4 1 l ~ ~ ~ { 1 \ S~ I! i ~ / , i i ~ 1 ~ 1 r 4 ~ ! i t 1 ~ I ~ 1 fi i ~ I , ! 1 I TREE ~ s ~ ; ~ ~ i 1 1 ~ , ! ~ ~ ~ TION ~ I , P C RTE 0 1 11 , ~ EROSION
4 ~ ~ ! ' i ~ 1 ~ r t I ~ ~ ' 1 ~ i ~ ' ! ' i 1 ~ ~J ~ F NCE E 1 r 1 I l ~ , / , % PHASE SUMMARY
! i ~ 4 i , . ~ ,1 ~ ~ i 1 t ~ 1 I ' , ~ l . / r 1 a ' / - I. PHASE CONTROL PLAN
. ~ y ~ I t ~ ~ i ~ ! i ~ 'i ~ ~ I ~ ~ 1 ~ ~ 1 ~ f ~ ~ / ! l l f i I / ! "ter ~ ~ ~ A. GROSS ACRES IN PHASE 44.03 AC ! ' .X • ~ ~ i ' / ~ r g6`' 21.32 AC 48.42% , . ,~,1 ! , r ~ ~ ~ / ~ B. PHASE OPEN SPACE ~ ~ 2%>
4 \ ~ ' 1 1 R. i 1 s, / f' ~ ~ / / ~ . F i ~ j r ` ~ ~ / r f i r f ! / r ~ , ~ / ~ C. TOTAL UNITS IN PHASE $4
' ~ ~ - 1 1 ~ _.1 i y I I ~ ' ~ r F ~ t ti / f ~
_ 0 ~ ~ ~ 1 ,f I , ~ ' r' / . r ' , 1 i ~ / 1 ! / .n j r r ~ , , . ? ' ' ! I 1 ~ / l ~ / ' 2. 51' MIN. WIDTH LOTS 60 CLIENT
1 ~ + f f J ~ / ~ ~ ~ ~ ~ ( ( ~ ~ ~ ~ / ~ ~ II. FUTURE PHASE II ,'~i ~.~6 'L f 1 ~ i I / ~ ! ~ / ~ . nnncc ~nocc i~~ ou~cr 7Q (1A er TA A T 7 L+I.T LiAILWQ
I ~ ` J v t 1 /~f 7,63 AC (26.240 Z " ` ~ ~ i i ~ ' ~ 1 i r ~ B. PHASE OPEN SPACE JJV A1,1.AVALI 1iV1.Lj:j&j
! ~ ~ { I \ \ ~ r ~ t ~ , .r. , i~. ~I , , ~ ~ ~ + i ~ i j ~ ! C. TOTAL UNITS IN PHASE 100 812 MORREFIELD PK.DR.STE.812
' \ \ ~ \ \t r / x . >C l ' I ~ \ r 1 1 t ' / \ ~ ~ RICHMOND, VA 23236
~ ~ ~ ~ ~ ' i 1 E i ~ i S , T ENE ~ . , r X ~ ~ , ~ ~ ~ ~ i ;r' f i f ~ ~ r r / ~ / ~ 1. 61' MIN. WIDTH LOTS 47 ~ j ~ i ~ ~ i% , ~ i ~ 2. 51' MIN. WIDTH LOTS 53 804-323-1362 CONTACT: DICK PATON
1 ~ ~ ~ . ~ ~ ~ I I i ' 1 1 \ t ~ i r ~ ~ ~ I ~ f 1 ' f ~ III. FUTURE PHASE III { . x~ i ~ ! 1 f l i , ~ f I ~ ! ~ ~ % A. GROSS ACRES IN PHASE 59.88 AC EMAIL: [e-mail]
t \ ~ ~ ~ i i l r ` ~ ~ I i ~ \ ~ ! , ~ , ~ X, 36.46 AC 60.89% ~ i ~ ~ f . i i ' ` ` ~ i ~ ' B. PHASE OPEN SPACE C s9~)
' ~ ,l ( . . ' ~1 \ _ f \ \ ! , \ 1 ~ ~ ` i 1 ~ . 1 r ,y f,~ l 14 j r ~ I I ( ~ ~ ~ J ' / C. TOTAL UNITS IN PHASE 92 ENGINEER
I ~ ~ ~ i` , ~ ~ % ~ r' , ~ / } ~ ~ ~ ~ 1. 61' MIN. WIDTH LOTS 29 ELAM, TODD, d'AMBROSI
~ 1 \ ~ ~ ~ ~ r ~ ~ ~ I ' J ~ r ~ ~ i ~ ~ ~ , ~ ~ j i I 2. 51' MIN. WIDTH LOTS 63 ' 7 I I; J , 2880 SLATER RD. STE.200
~ ~ ~ \ \ , I ~ ~ r\ ~ ~ CH ~ ` 5 ` 1 ~ I , > 1` • ' ~ , ; / i IV. FUTURE PHASE IV MORRISVILLE, NC 27560
~ I s ~ ~ ~ p,Q 1 \ .t ~1 11 t \ ' \ 1 ~ j ~ ~`1,~~ I i~ ~ ! ~ ~ ~ ~ I ~ ! j ~ ( A. GROSS ACRES IN PHASE 54.81 AC 919-481-2021
4 ~ / ~ i - ` i . ~ l ~ ~ . ~ 1 ` ~ .1 1 / ~ I ' ~ 1 ~ ± ' / ~ i ~ ` ~ ~ B. PHASE OPEN SPACE 24.44 AC (44.59%} ~ l ~ ' ~ ~ J~ if ~ ~ 1 ~ 1 ' C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
J f ~ ~ / • : j i ~ j ~ ~ ~ j ~ + ~ ~ ~ ~ 1. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
EME t 1 ~ ~ ~ ~ ~ r (i J ~ ~ ~ ~ 2. 51' MIN. WIDTH LOTS 67
~ o . ( ` ~ ~ ~ ~ ~ ~ I. f ' , I I ~ ~ j ~ ~ ( NOTES SURVEYOR
I ~ i ~ / I ti ~ - ~ 1 ~ 1 ~ , . l \ ~ , ~ ~ / o f , , , I~ , 1 , a l~ ~ ! ii j~ j r jj i 1. ~ ~ i I * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. JH CHANDLER & ASSOCIATES
~ ~ ~ ~ f ~ `5 ~ , l v i I I, ~ 1 i / ~ ~ ~ ~ i , ' I ~ j ~ ~ ~ i ~ AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
' I ~ j < / l J ~ ~ ? ' 4 ~ ~ THE RESPONSIBLITY OF THE DEVELOPER. FUQUAY-VARINA, NC 27526 919-552-4845
i i ! 1 ~ < r ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO ~ ~ % ~+'i ~ , ~ ~ ~ ; HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
r' \ ~ r ~ ~ \ j ~ ; ~ ~ ~ ~ , { 1 I t j FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF EMAIL: [e-mail]
'l ~ ~ i l~ . \ ; + f ~ ~ ~ ti\ 6 / ti / ~ ~ ~ ~ \ I ' ~t 1 RECREATION CENTER WITH POOL AND PARKING. ~ \ \ \ ~
~ \ ~ r~~. ~ Y ti ~ ~ LANDSCAPE ARCHITECT
% , ~ \ ~ i r / J I ~ ! / i ~ ~ ~ ~ \ ~ \ ~ GENERAL NOTES ELAM, TODD, d'AMBROSI
f / ~ ~i ~ r< i I _ ~ ~ . ~ ~ i ,a~ ~ 4, ~ \ \ , ~ ~ ~ t. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN 8Y 2880 SLATER ROAD. STE. 200
~ / , / ~ / ~ ? ~ J / it y~. / / ~ ~ \ ~ ~ ~ FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ~ i ~ \ \ \ \ ~ \ ~ \ WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLANDS MORRISVILLE, NC. 27560
~ ~ \ ~ ~ I ~ ~ ~ ` ` ~ ~ , ~ ~ ! ~ 1 , ~ ~ \ ~ \ \ ~ \ \ \ ~ ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEQY. 919--481--2021
1 i ~ \ ~ r \ \ ~ I ~ i ~ ~ ~ ~ r r' t , . .:x ~ \ ~ CONTACT: MICHAEL LEIGH
1 r - ~ ~ y r' ~ ~ i 1 ; ~ \ ~ ~ EMAIL: [e-mail]
. ` ~ 1 i ~ l I ~ 1 1r ~ ~ ~
, \ ~ ~ a l ~ t ~ \ \ \ \ \ , 1 i 1 ~ i ~ r: l ~ r 1 ~
t . ~ ~ ~ ! . ~ 1 i. \ \ 1 \ \ \ 1 fs ~ r ~ i ~ n x ~ I ~ x < , , \ ~ ~ \ \ ~ ~ ~ LEGEND
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r ice. ~ ~ ~ ~ . , ~ • i r..~ f is .r r~ i ~ 1 \ ~ \ ~ ....EXISTING PROPERTY LINE
\ ~ 1~~. i / ~ _ ~ ~ \ t - _ x r , i i x ~ \ ~
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i ~ / ~ , f' ~ r. , t / !k , X , , / ~ -F f 100 YEAR FLOOD ELEVATION Checked Br-:N PM: SN
~y_ ,...,r / ~ , I Date: 2/01/06 SM: SN
~ ~ ~ 1 ` t ~~iG ~ ~ x. ~ ~ , = -=Y.~ ~ - - - WETLANDS AREA Proj#: 2502011
~ ~ \ ~ t E i ~
\ ~ . ` ~ 1 J\. ~ ~ . 7 ~ \ ~ ~ : i ~ ~ ( ` d• ~ ~ STREAM BUFFER AREA Revisions
6/15/07 07 LAYOUT REVISION
~ 1 ~ \ ~ ` ~ V ~ \ \ /f 1• \ ~ i 70 \ ti ~ \ , F ~ r \ i f f 1 , / STREAMS/PONDS
~ \ , ~ ~ / ~ ~ ~Ilc ~ „ 1 ~ ~dlc ~,r f , ~ r \ , ~ I' ~ ~ TREE POTECTION FENCE ur~~r
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N/F ~ BERF~NTHAL---.X2007 by ETd, PA. No portion of the drswmay b ~ ~ copied, reproduced, redrawn or modified without the wi it the written SHEET
TRA C T C KATHLEEN --RAY *6, 7b consent of ETd, PA.
DB 882, PG 89 f \ 3iL ' lJ6 All- X `93.7 so 120 iso 180
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i ~ ~ r ~ ~ ~1 ' ~ ~ ~ ' - . i I URBAN PANNING LANDSCAPE ARCHITEC'['URE
f . ~ CMi, ik6-INEEROGw LAND USE CONSULTNG
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4~3 ' i r + N ~ ~ ~3 _ 4 2 ~ ~ \ ~l ~ ~ & ASSOCIATES
{ ~ ' J ~4 is r j \ j ~ ~ i~ \ ~ ~ ` ~ INTERNATIONAL
t ~ 1 4j ~ ~ 6 ~ ~ \ 4j~ ' ~ 8? 9 Y 0 GOLF COURSE DESIl3N' MASTER PLANNING
l / J 1 ~ ~ i 1 ~ r_,.. ` / ~ r / \ \ ~ ~ ~ ~ ~ ~ i ~ ~ \ \ \ \ \ CONSTRUCTION MANAGffiuIENT
1 ~ ~ ~ 1 r ~ , ~..-i ~ ~ ` ~ ~EM~R~ORY ST61VE~ 2880 SLATER ROAD, SUITE 200 MORRISVII.LE, NORTH CAROLINA 27560
~ ~ / / 1 I - l I i 5t ; ~ SA
~ Slli' FENCE ~ ~ / ~ ~ r t ~ r 1 ~ ; ; / t r / ~ ~ / - OFFICE 919.481.2021
~ ~ / 1 / ! E 420 r ~ l I FAX [phone]
_ f r / ~ , r r < 9 ~ \ / ~ ~ I ~ 1 / ~ ? / 1 EMAIL [e-mail]
~ ~ ~ ( r ~ ~ ~ f / ~ 4~ , l 8 r i i r / r ~ t
j r 1 4 f 1 ~ 17 , i I / / / i r f ~ ~ ~ ~ ' Cam. ~
~ ~ r' / i ~ t 4 f f f j6 / / ~ CA
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~ - J ` / I ~ / ~ r ' ' ~ t ~ ! I ! C~ Z ' r ~ f/ f i ~ l r I 4~0 ~ SITE SUMMARY
' ~ / , . ; 1 ~ r- ~ i , l ~ ~ i ~ ' ~ ? y ~ PROPERLY OWNERS: FRANKLIN RESIDENTIAL LLC - JAMES T. MASS -LC L
, ~ 1 ~ i ~ ' / 1 ~ 1 j ~ ~ r I ii r ~ 1 I 4~4 \ - ~ WILLIAM H. MOSS, TRUSTEE TEE 03-1 100 ftft
/r - / l ~ J ~ r J ; , r ~ ~ i i ~ ~ t~ 1 ~ ~ 4j _ ~ MOSS FARMS EAT, LLC 3 • C~EMMONS & BERENTHAL KLEI ~ PIN NUM8ER5: 1842-07-9187 ZONED R-8 '61 NE-~~ aL KLEIMAN '~f 00
1 i~ r j r _ , ~ t 1 ~ ~ i f ~ 1 ~ i ! j ~ \ ~ ~ r ~ ) ~ ~ ~ ~ ~ I 4A( W,&
E 1 1 ~ r s ~ r f r SILT FENCE l I C~ 7 f ~ - - 1842-09-4303 ZONED R-8 .D
! ; ~ ~ ~ ~ ~ ~ ~ ~ JB 0 !N ET PRO CTION ~ ~ - 1842-14-2971 ZONED R-8 ~ `~--4i2 ~ 1832-65-8449 ZONED R-8 .D R-8/HB ---D R-8
ti ~ ~ f / , ~ j r r 1 l r ~ I ~ ~ I ~ / 1 r ~ ~ l I ~ ~ ~ ~ ~ / ~ ~ t 11 ~ 1 / ~ r / 1832-97-7749 ZONED R-8 .D R-8
1 \ , ~ ti. ~ l 1 1 / i ~ r ~ 6 I ' ~ / i ~ - " ~ 1842-18-7203 ZONED R-8 .D R-8
~ r j ~ ~ j ~r ~ ~ , . ~ ~ I l / I ~ ~k , / ; ~ 1 r ~ ~ f 1842-14-6300 ZONED HB jEMpp~y ~ 1842-15-9337 ZONED 0&I .D HB .D 0&I
J J ~ J ~ I ~ ~ l I ` j / / i ~ J CONSTRUC710N TOTAL GROSS SITE ARF~1 187.80 AC*
~ ~ ~ ~ r ~ J I / ' i r l ~ r i / ~ I r ~ ~ I i` l j ~ 1' r / ' R~ ~ TOTAL SITE IMPERVIOUS AREA 24.75 - FRANKLIN GROVE
j ri ~ i i J i ~ r l , ~ ~ ! f ~ 1 r , t f i ~ / r r f ! ~
~ ` ~ ! 1 . ~ / r I ~ Q ~ ~ ~ ~ i 1 l .l ! ~ I r ~ OVERALL PLAN SUMMARY PHASE 1
/ ~ i f CF i ~ , ~ ! / r i ! r r 1 i , 1 ~ ~ 1 r , ! t f ~r I. OVERALL PLAN
J 0 r / ~ ~ ~ ~ i ~ D~ { 1 J i V f ~ r , / r j A. TOTAL RESIDENTIAL DWELLING UNITS 409 _ ~ 1. 61' MIN. WIDTH LOTS 166
~ / 7 h r ~ ~ 1 / ~ f j ~ V r r I ~ r" 1 r I 2. 51' MIN. WIDTH LOTS 243
r ~ t ~ 1 f ~ 1 f 1 / ! f ~ ~ ! t ~ 1 ~ ~ ~ / ~ f ~ ~ f ~ i i ~ - ~ ' B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
r ' ~ ' r . 1 f ~ ~ ,f ~ I f / ! ~ i ~ i ~ i ' ~ ~ 408 UNITS X 20,000 SF = 187.79 AC
. ~ r ~ ~ ~ f I i i ! ~ / / t I I / / 1 1 1 ~ ; 1 ~ 1 / ~ r - ~ C. TOTAL OPEN SPACE 89.85 AC (47.84) 84%> POST
/ i ~ I ~ { / l r ~ ~ ~ a / ~ f % i ~ l / ~ ~ , f t , ~ , r ~ r! ~ ~ ~ _ ~ D. TOTAL DENSITY 2.18 UNITS/AC DEVELOPEMENT
~ 1 1 ` / i i 1 r 1 , ~ ~ ~ ~ , / i ~ ~ ~ r / ~ ~ ~ ~ i i l / / - - PHASE SUMMARY
~ r ~ r•' ~ ~ j ~ ~ { ! t I i , , / ~ / ,i' i , i ~ / ~ I. PHASE I ERASION
~ 1 J , ~ ~ I ~ i ~ ~ ! ~ r r i ( ; I i / / / ~ i ~ / ~ ~ - ~ ~ f A. GROSS ACRES IN PHASE 44.03 AC
f ~ I i > ! i i r i ` 1 r I ~ t ~ ~ ! ~ ~ I \ ~ ~ B. PHASE OPEN SPACE 21.32 AC (48.4290 .42%) CONTROL PLAN
i 1 r > ! r I ~ t r i t i ~ i ~ i f i t ' I ~ i C. TOTAL UNITS IN PHASE 84
r r J ~ ~ f ~ / r t ~ ` ~ ~ ~ 1 J ~ ~ / 1 ! ~ r / / I i t . 61' MIN. WIDTH LOTS 24 2. 51' MIN. WIDTH LOTS 60
l C ~ 1 + ! R ~ ~ ~ j ~ r ~ ~ , r i / i s /Q j t - ~ ~ ~ ~ ,l - II. FUTURE PHASE II CLIENT
r j 1 r l ~ J ~ I ,i I 1 1 r 1 ~ ~ C3` / be ~ l _ A~1 7C / \ ~ i _ ~ A_ GROSS ACRES IN PHASE 29.08 AC rn AT T PAi rrrn11Pe
J ~ rr ~ ~ i ~ ~ ~ I r 1 ~ ' I ~ ~ ~ ~ r ) r ~ 1 ? t r I i / , ~ ; B. PHASE OPEN SPACE 7.63 AC (26.24%) (4~~ VV DELL' 1, liV1V.L"&J
~ ~ f ! ; ~ i ~ ~ ~ f r ~ I , I ~ ,f l ! / f / ~ r ~ f ~ ~ C. TOTAL UNITS IN PHASE 100 812 MORREFIELD PK. DR. STE.812
~ ! I ( \ j 4 r ~ / ~ 9 f / , - 1. 61' MIN. WIDTH LOTS 47 RICHMOND, VA 23236
i i. 1 ~ ' I / i r ! I I / J ~ i ~ ! 1 ft ~ / / ~ r 1 / ` 2. 51' MIN. WIDTH LOTS 53 ~ ~ III. FUTURE PHASE III 804-323-1362 CONTACT: DICK PATON
i ~ ~ ~ + 1 t 1 i i r 1 ~ i ~ 1 l 1 ~ i ~ r` 1 ~ / ~ ~ i f / / i ~ ~ A. GROSS ACRES IN PHASE 59.88 AC EMAIL: [e-mail]
j ~ f i i 1 ~ ~ ; ! ~ t / l ~ r 4 ( 5 1 f ~ ~ ~ ! ; i _ ~ _ ' ~ B. PHASE OPEN SPACE 36.46 AC (60.890 .s9%)
r 1 1 ~ 4 1 I i ~ l I l 41 / 6 ~ ~ ~ ~ r ~ I i r- / ~ / - '4 ~ = - C. TOTAL UNITS IN PHASE 92 ENGINEER
~ r ~ ~ 4 ~ t i ~ ~ ~ i ( ~ i ~l ~ t f i ~ ~ l ! ~ / f 1. 61' MIN. WIDTH SOTS 29 ELAM, TODD, d'AMBROSI
~ ~ i ; . 1 ~ i ~ 1 ~ , ~ _ 2. 51' MIN. WIDTH LOTS 63 2880 SLATER RD. STE.200
f t ! ~ S 1 r S ! ~ 4 i y i i 1 / j i r r ~ f i I / t / - - _ IV. FUTURE PHASE IV MORRISVILLE0 NC 27560
l ! ~ ~ s ;i , 1 ~ ` s i ~ ` l ~ 1 1 ~ / r t ~ 1 / ' t I i ( , 1 , / _ _ _ - - A. GROSS ACRES IN PHASE 54.81 AC f ~ ~ _ B. PHASE OPEN SPACE 24.44 AC (44.5990) .59%) 919-481-2021
,1 i ~ r ~ ~ ~ t ~ ~ t ; ~ 1 4 \ j i r t< ~ r / t i j ~ 1 j t ~ ? l / ~ ~ ~l C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE
t ~ ,t \ j t1 ~ 't 1 i ~ ~ ~ ' I ' / i ( j ~ t ~ ~ j' ~ ~ ~ j t. 61' MIN. WIDTH LOTS 66 EMAIL: [e-mail]
,1 , < r i ~ ~ , ~ ! ~ , : ~ i i % i R r 4 ~ I 2. 51~ MIN. WIDTH LOTS 67
~ ~ ! ~ ~ 1 , ~ - I i ~ i ~ ' ~ f ~ i ! I ! ~ oo / ~ NOTES SURVEYOR
`1 1 \ 5 ' 1 t ~ I ~ , 1 ~ f ~ i i ~ ~ / 1 I i I ~ % / ~ ~ + TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. JH CHANDLER & ASSOCIATES
~ 1 ' ~ i ~ ~ l ~ ~ ~ / I ~ ~ I / ~ ~ ~ 1 ~ 1 ~ r i j ) ! / ~ - AQUIRING ADDITIONAL PROPERLY, EASEMENTS AND REZONINGS IS 7621 PURFURY RD. STE.201
~ \ ~ ~ \ ~ P 1 IMITS HAS L ~ i • ~ ~ 2 1 t i 1 ~ ~ / ~ ~ ~ THE RESPONSIBLITY OF THE DEVELOPER. FUQUAY-VARINA, NC 27526
O \ ~ ti ~ ~ ~ t , / 1 ! t i ' ~ r ~ ` t ( ` r } r ~ ~ ~ ~i ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO ~ ~ ( / / ~ ~ HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN 919-552-4845 CONTACT: JOHN CHANDLER
~ ~ ~ ~ \ . \ ~ ~ ; 1 ~ ? i ~ ~ , ~ % ~ FROM A SKETCH DATED 04.22.07 8Y ETd WITH A 9000 SF EMAIL: [e-mail]
• ~ ~ ~ ~ 1 % / ~ ~ f i l ~ j t r f + % l ~ r ~ , , / 1 i ~ ~ ~ / % ~ RECREATION CENTER WITH POOL AND PARKING.
~ 1 \ ~ ~ ~ ' ~ ~ ~ ~ 1 4 \ ~ ~ ~ ~ ~ ~ 1 ! i ~ 1 t ~ i ' / ~ / ~ j' t LANDS CAPE ARCHITECT
N ~ ~ , 1 1• O ~ i ~ ~ 1 i ~ I ~ l ~ ! r / / ~ 1 ~ / / ~ / ~ ` / j EXISTING CONDITIONS NOTES ELAM, TODD, d'AMBROSI
~ ~ 1 ~ ~ i ~ ~ ` ~ i % l ~ ' ! ~ ~ i` ~ ; 1 l ~ - t j / j" I i ~ / / l ~ / j 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY 2880 SLATER ROAD. STE. 200
~ \ 1 1 ~ r \ `1 1 ~ ~ ~ ~ ~ ~ ~ ~ a, ~ r ~ f ( ~ / ~ ; \ ~ r FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. MORRISVILLE, NC. 27560
4 ~ ~ 1 ~ ~ 1 , ' ~ ~ ~ ~ A ~ ~ f ~ S ~ ~ ~ I j i , i / ~ ~ ~ ~ ~ / ~y°~ ~ J ~ - ~ / / WETLANDS DELINEATION PROVIDED BY S&EC. THE - ~ WETLANDS SURVEY WAS PROVIDED BY BASS, NIXON, AND 919-481-2021
~ ` , ~ \ ~ j ; i \ N ~ ~ ~ , ~ ~ ~ ~ r t ~ t ~ ~ / - 1 ~ , , I ~ ~ ~ ~ ~ ~ ~ KENNEDY. j ~ / 1 / _ _ ~ CONTACT: MICHAEL LEIGH
~ ' \ ~ ~ 1 ~ ~ r ~ r i ~ i 9 r i ~ J ' i I I ~ ~ ' EMAIL: mleigh*etdpa.com
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~ 1 I ~ N i ! ~ ~ I ~ ~ 1 i ~ t 1 I ~ ! ~ i
O ~ A j ? ~ ~ L ! a \ ; ~ r t ~ ~ ~ ~ ~ J 1~ f I ~ ± ~ , ~ i ~ f + ~ ~ I i ~ / / ~ ~ ~ EXISTING PROPERTY LINE
~ i 'O ~ , ~ r ~ D ~ ~ I i i s ~ ~ ~ ~ I l J RI ~ r 0 ~ t ~ ~ r ~ ~ ! t ~ i' i ` ` ~ /
4 ~ r Z t ~ r + ~ r i ~ ' ~ ~ ~ ! ~1 / ~ ~ ( - - ADJACENT PROPERTY LINE
Q j I I i r I ' + I `1 s I ; I j i I I ~ ' '1 l ~•1.` r ~ ( t \ 1 ~ ~ ~ ~ f t~ i ( ! / ,
I r l ~ 1 r r r 4 ~ 1 I `~4 `r l L ~ / . ~ I ~r~ O I / ~ r( j ~i y I I ~ ' ~ ~ ~ ~ / Y^Y^~~Y^Y^Y^\ EXISTING TREE LINE i Drawn Sy: JJ PP: SH
l , ~ ` 1 ~ j r ! i 1 ~ i r ~ t `1 ~ r q. , r Q \ \ ` j ~ + ~ ! , ~ I ~ I ~ f ~ ~ ~ ! ~ ~ Checked Sy: SN PM; SN
! + ! , \ E l f ' R N!N W LL _ . - _ t ( . j 4 ~ i r ~ ~ ~ ~ / % h -------STREAM BUFFER ZONE Date: 2/01/06 SM: SN
a ~ i ~ ~ f r i ~ ~ ' ~ r ~ 1 . ~ I , O f r 7 i i , ~ / 1 ( Proj#: 2502011
j ~ ~ ) ~ 1 ~ + 1 ~ ~ / i ~ 6 ~ , ~ ~f ~ ~ ~ l ~ % ~ j I ~ ILT EMC -f F 100 YEAR FLOOD ELEVATION
~ i i ` r i j i t ~ ~ ~ _ i i r ~ ~ ~ j f f l ~ / j i_ WETLANDS AREA Revisions
? i~ E ~ ~ ST 1 / , O 1 j 1 r r ~ r r , r ~ ~~'ti D ~ ti ~ S ; r i i / j~
r / r r ! I rr i , ~ ~ r I 1 ~ ~ ~ g / 3 ~ r ~ 1 Y! l ; ~ i i , ~ ~ I r~P,~6n~a~sfo DIJ~H / , ` ~ ~ ~ , STI4EAM BUFFER AREA f / / 6/15/07 LAYOUT REVISION
i ~ r I , I I T F s i I Z i 4 r ~ . 0 t , 1 0 ~ / 1 ~ ~ , 0 ~ f ~ ~ : I ~
I ~ i ~ r 1 r 1 ~ j. i r"~ r ~ ~ f ~ 4 i 1 ' ` ~ ~ 1 i' ~ 'l l / / /I~~/ STREAMS/PONDS
f I ~ 1 I ~ N ~ ~ i 1 ~ 1 i
L+ ~ i ~ , ~ ~ F-? ~ ~ ~ ' ~ ~ t 0 r r ~ ~ T N L ~ ; w.~ y.... ` f ~ t / ' j ~ ~ TREE POTECTION FENCE
I ~ ~ ~ f 1 i ~ ~ J ~ + r t • ~ 1 INL P TECTION FT i % ~ ~N ~ ~ ~ j r ~ I /j/ SILT FENCE
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r ~ ~ t ~ \ ~ ~ / ~ ~ ' ; 8
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INN 02007 by ETd, PA. No portion of the draw ~s may be may be
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C 1 E i ~ ~ ~ 1 ~ r i / r ~ ; ~ t ~ ~ H~ 1 W 1 1 ~ i t ~ ~ f ~ i f ~
_ t ~ I 1 / 1 ~ ~ r' ELF TODD, d'A1~ROSI
~ \ ~ "1 O l ! ti /'~'Qr ~ 11 j I ~ f ~ I i r ~ f - / \ i i I ~ ~ 1 Q1 ~ . ~ ~ 1 \ ~ 1 ~ , 1 ; ~ J ~ ~ URBAN PLANNING LANDSCAPE ARCHITECI 'R-
\ tr111'N~ ,r IN! R . _ ~ ~ . f l / ~ ~ ! ~ ~ ! ~ ~ i~ CpV M jW6II~EERII~G • LAND USE CONSULTING
t `ti I ~ r i t 4 - 1 1 ~ ? NC ~ ILT ~ \ _ t i i ~ i ! ~ , ~ . \
o: ~ 06 1 / ~ / ~ ~ ~ 1 \ i r r / 'r \ ~ ' ' - ~ \ 'til / . , ~
, 4 I ~ ~ ~ I ~ i ~ REE ~ / ~ .1 ! ~ ~ ; ~ 1 i ~ t ~ / J , Z f ~ P /f -
~ 1 '~1 4 / 1 0 + ~ H T _ Ot _ , N ~ ; ~ P / ~ 1 i / ~ ~ ~ / h : i } ~ t , S ASSOC ~A
S r 9 3 l , / . ,l l ~ ` \ . I i ~ 1 / .t ~ : / y INTERNATIONAL
YI 4 ti ~ 1 1 ~ I ! 1 1 ~ i , ~ t ~ 1 0~ GOLF COURSE DESIGN * MASTER PLANNING
1 ~ _ 0 A~ ~ I i 4 r J ~ \ ~ ~y ~ r / r ~ \ r~E ~ l ~ ` \ \ CONSTRUCTION SAG
\ ~ ~ l i 1 -__.1_: / r ~ 1 r ~ 1 i i~ / ~ y•{1 i 2880 SLATER ROAD, SUITE 200 27560 MORRISVILLE, NORTH CAROLINA
~ ~ ~ ~ ~ t ~ 1 O ' ~ _ r '1 ~ \ ON ~ 1 ` 1 1 , ~ ~ - 1 r TtaN i y SA
t.ET 0 ~ ti . r rc P E , 0 INL ~ . f ~ / OFFICE 919.481.2021
~ r . \ ~ 4 r t i i r 1 I ~ j ~ J ; , , ~ ' FAX [phone]
9 ~ ~ ~ ~ r 1 I r I ` ~ ~S ~ ~ ~ ~ ~ \ EMAIL [e-mail]
\ 4' i ~ ` .,•t ~ ~ ~ 1 1 + r.. < < I I - i ( f / r'/` a .
~ ~ Y 4 3 t ! ~ l ~ . ~ 65 ~ ~ 3
l ~ 1. ~ ~ ~ ' ~ CA R~
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o ~ ; 1 : ~ 0 1 ~ ~ 1 r ~ V" ~ t ~ ~ ~ ~ ~ i ` ' t I 1 J rON l E RO , t L ~ _ _ ~ ` - f~ _ ~ ~ ~ t/f ~ 1 SITE SUMMARY
' ~ i ~ N O (.r~ y ~ ~ 53 I YI ~ : ~ ~ t ~ ~ ~ ~ ~ ~ ~ L J i ~r I PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC AL 030844
~ ~ ~ ~ '1 ~ , S W ~ , \ ~ f ~ M r~ i 1 - ~ JAMES T. MOSS WILLIAM H. MOSS, TRUSTEE ol .00 j -40 EE
~ ~ } ~ 1 ' ! M ~ ~ t ` ~ j i I J y ' y ~ ~ ~ 1 ( ~ I r ~ 1 ~ ~-~4SIN~'1 _ _ A 1 MOSS FARMS EAT, LLC ~G1 H KLEIMAN
~ \ 1 h \ i ~ O 1 ~ ~ ~ ~ .i f f y .4 1 ~ ~ _ X80 ~ ~ ~ - CLEMMONS & BERENTHAL KLEIM ~ ~ ~ ~ ~ ,r PIN NUMBERS: 1842-07-9181 ZONED R-S W*l R-8 ~~~rrrll~ltti
9 ~ ~ r ~ t 1, . yi,~..i..f` 1 . ~ 4 ~ ~ ~ ~ t ` ~ ~ 1 1 ! r~ ~ t 1842-09-4303 ZONED R-S R-8
0 i ,t' ~ . ~ ' ti ~ ' t ~ } ' '1 1~ ~ ' I 1 y 1 ~ \ ~ 1 • ~ - y I + . ~ ~ ~ ~ ~ \ ~ ~ ~ "`J~%y` } 1842-14-2971 ZONED R-8/ ~ \ T 1832-65-8449 ZONED R-8 R-8/HB
t l ? ~ 1 ~ \ l \ ALLY ! IN 1 R ~ 1 f ? ~ ~ ~ 1 / 3 ~ ! 1 ~1 ' V R-8 D R-8
i i L ~ 1 t 1 ' S ~ ~ ' 1 "J ~ } ti ~ ; ~ ~ + ~F o , ! ~ ~ ~ ~ ~1~ ~ 1832-97-7749 ZONED R-8 ~ 1842-18-723 ZONED R-8 D R-8
1 t I ~ ~ 1 ~ ~ ~ i ~ i r ~ 1 ' \ ~ ~ ~ ~ ~ 1842-14-6300 ZONED HB D HB D 0&1
~ ~ 1 15 C '1. ~ t 1 1 j .1 1 t 1 ` 1 ~ ~ ' ~r. r ; ~ ' ~ t-'>,a_,'.: ~ ~1 ` ~ r, G I ~ 1842-15-9337 ZONED 0&I r ' 1 ~ ~ ~ 187.80 AC*
' 1 j' j 1 t S ~ ~ 1 t ~ 1 ' i ; ~ ~ + ~ N G ~l.L , ( R A! , ~ ~ t ' ~ ~ I 1 ~ ,,:_{N \ ' ~ ' TOTAL GROSS SITE AREA 24.75 F KLIN GROVE
''1 'i 1 i ~ i I 4 ~ 0~ ~ \ \ ~ •i ~ 1 ~ ~ ~ i 0 ~ r ~ ~ ! ~ ~ ~ 1 ~ ~ ~ ~ 1 1 r I i ~ ~ R 1 a~~i' , ~ " ~ TOTAL SITE IMPERVIOUS AREA ~ ;
i~ I 1 i 1 '1 1 ~ 1 11 ~ 1 ~ Ii MP 1 I J .r ~ ~ ~ ; ~ (f ~ ~ I ~ t ~ DITCH l ! , , ' 1 ~ i i' , 1 ~~p \ 1 PHASE I
1 , Y. ~ 1 J 1 1 4:: ~ 1 .t 1 l ~ i 1 1 D I i 1 S -:r~ t r I r t w ~ 1 r I ~ ~ ! ~ ~ ~ ~ 1 t't~ ~ 1 ~ t ~ ; OVERALL. PLAN SUMMARY 1t
. ~ t 1 ~ 1 1 1 ~ r ~ l ~ t ~ + i 1 ) l ~ ~ r ~ l~ \ Tf~EE ~'t t` \ 11, 1'~ t ~ i~ ~ ; I. OVERALL PLAN ~ / ~R07~Q ~ , ~ ~ ;1 ~ ~ ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409
i j , ~ , ~ ~ ..r~. ~ ! A 1 ~ I ~ j ~ 1 ~ f ~ C~ < l ~ / 1 ~ ~ 62 C j / f"--- ,,~t 1. 61' MIN. WIDTH LOTS 166
1 i O I 5 ~ 1 ~ i ; ri ~ i ~ ~ . ~ , t ~ ~ ~ . ~ 1 ~ ~ . ' ~ J~~~ j~ ~ ~ 2. 51' MIN. WIDTH LOTS 243
~ ~ ~ f ~ ~ - 1 C ! d , r r Q' ' 1 E . ~ FEN T L { ~ _ ~ ~ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES 1 S7 79 AC
3? ~ rf' f / / D ~ tir i s 1 .11 ~ ti ~ r I l ~ ! 1 ' ~ r 1 0 I I t ~ ~ J n i \ ~ - ~ 408 UNITS X 20,000 SF = `r.~. 89.85 AC (47.84) POST 84%)
~ ~ ~ ~ ~ j f i ~ f i J 1 Y f ~ /yam ~ ; 1 `1/ ~ ~ fVCDOT~STl3. -'t62~~ ` ~ \ ~r C. TOTAL OPEN SPACE 2.18 UNITS/AC EVELOPENffiNT D
_ ~ ~ 441 ~ / s O e i ~ - - Q i t r 1 ( ~ 1/ r 1 4 ~ f ~ 1 r y y I ' j L9~ DRA1 18 HDPE ~ \ D. TOTAL DENSITY
0 i ~ i ~(r, % CrW O , 1 ' l ~ ! 7Q ' 9 1 i ,r ~ ! o ~ CI 8 t 1 f / ! f ( ~ ~ PHASE SUMMARY EROSION
~ r' ~ 1 ~ 1 i ~ cA~ a ' 4~ ~ 1 1 CI , ~ I I ! ; ` i ~ I r ~ r ! 1 1 t ~ I ~ i ' I. PHASE I
~ • - KING A RET / ~ 9 ~ O N ~ 3 ~ ~ ~ 1 1 ~ / ~ ~ N PIING AL ~ ~ ~ , ~ r ~ ~ ~ l ' • l j ~ ' 1 ~ , / ~ r r ~ ~ I A. GROSS ACRES IN PHASE 44.03 AC i ~ r ~1 i ~ 1 ~ 21.32 AC (48.429b) CONTROL PLAN ,4290
i 1 ~ 1 1 + ! i / ~ ` r i ~ , ~ 1 I 1 ( r ~ / / f ~ B. PHASE OPEN SPACE (1 ` ~£BVME i ~ , j ~I j C. TOTAL UNITS IN PHASE $4
' ~ ' '1 i' • / / / ti / ~1 r l` ~ ti I t ~ ! X62 ~ ~ i N DOT , ~ f ~ \ ~ i ~ j i' 1. 61' MIN. WIDTH LOTS 24
/ ~ • 1 " ,r j y ~ 1 ~ I P D ~ E 0 S ~ o, ~ I » ; ! ~ ~ I ~ HOP ~ f 18 t - f 2. 51 ~ MIN. WIDTH LOTS 60 l,: ~ / CLIENT
. ~ ~ ~ : / ~ f ~ Oj ~ ~ Q 1 . ~ 31 ~ I 2~ ~ ~ y ~ , l i y ~ ti ~ ~ ~ I 1 t f / 4'~ ~ ~ ~ II. FUTURE PHASE 11 DO ALLEN HOMES
t J • ~ ~ ~ ~ ~ ~ i ~ ~ ~ 1 ~ ~ 1 ~ ~ I~ I M t \ i 1 i ~ ~ i i, # ` i ` / ~ ~ = ~ ~ l! ~ ~ A. GROSS ACRES IN PHASE 29.08 AC ~ i~ ~ _ - ~ / i ~ l / ~ _ ..r,~.~ ~~~r~c 7.63 AC ~26.24°le~ ''-4~~ Q, q unRRFPTF.t.n PK.DR.STE.812
r t ~ 5fi 1 f 1 1 '1" ` \ 1 l ~ ~ ~ ~ j t ~ i 1 ~ ~ YI 1 1 t ~ 1 r'~' ' ' / ~S(, Ej. F'~FiAJt VrCly .7rn~.~ V 1 N bti V 1 a s
• ~ i ~ ~ , $ ~ 1 t ~ / J f! ~ G TOTAL UNITS IN PHASE 100 it , ~ ' / r ' ~ 1 ~ ~ 1 \ 1. 61 MIN. WIDTH LOTS 47 RICHMOND, VA 23236
I ~ , lit. ~ ~ / 1 ~ 1 1 ~ 1 ~ i 1 ~ ! 2~ ~ ~ ~ 9 ~ ~ ~ r / ~ ~ , j 2. 51' MIN. WIDTH LOTS 53 1 1 804 - 323 -1362 CONTACT: DICK PATON
~ J l / / 1 ' -7 i ~ j , i ! \ 1 ± ~ ~ 9 ~ 3 ~ 7 1 ~ i r 1 1 ~ 4 i r ~ ' ~ s ~ ' III. FUTURE PHASE III EMAIL: [e-mail]
1 j i ~ ~ ~ t ~ 9 ~ 3 > ! F i \ \ { ~ ~ ~ ' ~ 1 \ ~ ~ ~l :~4~','"..s ~ l 59.88 AC ~ A. GROSS ACRES IN PHASE ~ ~ ~ ~ 36.46 AC (60.89%)
~ t' i r ~ ~ 1 i ~ ~ > / B. PHASE OPEN SPACE 92 ENGINEER
• • V ~ ! Q 1 t, J + I 1 1 ~ \ l 1 / 1 l 1 ~ \ l ~ \ t / \ 1 , ~ ~ G TOTAL UNITS IN PHASE ' ~ ~ ' ; ~ - ~ ' 1. 61' MIN. WIDTH LOTS ELAM, TODD, d'AMBROSI
'.r. 1 ~ / ~ i ~ ~ g 1 , . i ~ ~ f ~ ~ j / t / ~ 2. 51' MIN. WIDTH LOTS 63 1 J ' ~ 2880 SLATER RD. STE.200
/ i. ~ ~ / ~ J. ~ i ~ 1 ~ i I o ~ ~ I 9 ~ ~ ~ IV. FUTURE PHASE IV MORRISVILLEI NC 27560
/ S ~ / ~ t 1 i / + i 1 rt 4 Q 9 3 ~ • 1 ! , ~ 391 ~ ~ ~ t i ~ j I ~ ~ ?~f` A. GROSS ACRES IN PHASE 24.44 AC (44.59%) 4.59%) 919-481-2021
/ ' f% f i ~ ~ f ~3 C f ~ i ~ ~ t 12 I ~ `i ~ ~ 39 j ' ' /2 ~ - , /j / t'~ ! ~ B. PHASE OPEN SPACE CONTACT: SAM NYE
r ` ~ ~ >I cam, 1 c.~ CQ 1. ~ t 1 ~ ~ t ~ ( \ ~ m ~ ~ ! ~ / ~ / ~ ~ ~ G TOTAL UNITS IN PHASE 133 ~ , z / ! ~ / 1. 61 MIN. WIDTH LOTS 66 EMAIL: [e-mail]
W r Y ; a a ~ ~ ~ ~ o, . p~ ! ~ ~ i 3 < i ? i ~ 1 ~ ~ 1 I 1 r ; 1 i s ~ i /i i f / ~ ~ ~ PROTEC ION 67 ~ ~ ~F~ENCE ~ 2. 51' MIN. WIDTH LOTS
4 ~ 0 D~ ~ p a i i f , i ! ~ 1 I ~ ~ a ~ r t ~ ~ ~ ~ SURVEYOR
r ~ ~ •i ~ i 1 / / ~ 4 , ~ ~ i ~ ~ a j ~ , , ~ i 4 ; 7 ~ f 1 1 ~ / i ; i • NOTES l l ~ E ~ % JH CHANDLER & ASSOCIATES
i 1 / a Q r ! ! ti ! ! ~ ~ ~ ~ ~ ~ / ' j ~ ~ ~ r / ~ r' i ~ ~ ~ TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. 7621 PURFURY RD. 'STE.201
~5 ~ ~ , 1 r ~ ~ 1 i r ~ ~ ~r I t r ! r: 1 ~ , ~ ~ ,...1••; 1 ~ ~ ~ ~ r ~ ~ ~ AOUIRING ADDITIQNAL PROPERN, EASEMENTS AND REZONINGS IS - i'~ ~ ' 4'`~ ~ THE RESPONSIBUTY OF THE DEVELOPER. FUQUAY-VARINA, NC 27526
~ / ( { 1 i' ~ ' f' ,t. ~ l ~ 1 i r~ .~.y..,„ ~.,.Y. 1..... 1 O i ~ ...i. t ~ r ~ ~ ~ , r I + ! f ~ 1 r ~ 1 ! r ; ~ ~ 1 i ~ i j ~ / NE,D ST ~6 2.:~1 ' ~ ' TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO 919-552-4845 CONTACT: JOHN CHANDLER
,1. ~ .,~'r 1 ~ O ~ yt. O ~ "1 l ~ •r ~ p N~ ~ NAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN EMAIL: [e-mail]
C r ~ V ~ ~ 9 i 3 r 8 ~ CT1 ~ I ~ ~ I r RTE 9 INL ~ 3 ~ 1 ~ ~ ! 1 ~ 1 F ~ i , ~ LjF~ f8'" r10PE ~ FROM A SKETCH DATED 04.22.07 8Y ETd WITH A 9000 SF RECREATION CENTER WITH POOL AND PARKING.
, ~ °t1 t .1 f ~ ~ :•4.t.,~ O 1 ~ ~ / . ! ' ~ ~ i j ' ~ 4 ! ~ ~ ' ~ ' I i~ ~ M l ' ' ~ % ' y I ( ~ / i GENERAL NOTES LANDSCAPE ARCHITECT
4 - 9 . 3 ~ i ~ i 1 ( i 1 J / ~ ~ 3 ~ ~ ~ i ~ t i i ~ ~ ~ ~ ~ ~ ~ ~ , _ ~ l TREE PROTEC `~<`C ~ ~ ~ I~ ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ~ \ CE .r---- ELAM, TODD, d'AMBROSI
~ ~ I i / ~ / ~ , ~ \ ~ ~ I / d 1 i ~ i 1 ~ r ~ , FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. F~S,71` \ ~ ;x WETLANDS DELINEATION PROVIDED BY S&NC. THE WETLANDS 2880 SLATER ROAD. STE. 200
~ s': ~ i r _ , / ~ f U1 / l c, ~ o~ ~ i ~ ~ ~ f C~ / 1 . ( ~ , 1 ~ ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. ` ~ ^~C MORRISVILLE, NC. 27560
O N / t ~ r, p ~ r ! f ~ J t , ~ ~ ~ ~ ~ ! • 1 ~ j ! ~ r i ' \ ` ' 919-461-2021
N s.~,s, r~ f i ~ / •y , / ~ ~ / i i 1 ~ ! CONTACT: MICHAEL LEIGH
i I 3• r •t i i ~ ~ f ~n C i ~ J r ' ~ ~ r ~ f ~ ~ ~ J EMAIL: [e-mail]
~ O ; i. "i. f ' / ~ 1 ! ' ~ ,1 f 32 ~ ~ r J r ~ ' r 1 t ~ i ~ DI ~ ~ 10 P D~ r TE `~r > .
\ 1 i ~ a f ~ ' ~ i / ~ ~ ~ ~ ~ 1 ~ ~ ~ / ~ ~ I
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i rr J ! S f• / ~ f / / / ~ ~ f / ~ ~ / EXISTING PROPERTY LINE
~ ~ J r ~ i i ~ ~ ~ ~ ; 1 O ~ i ~ f N ~ % t J ~ 1 ~ i ~ i/ ~ ~ • . r` ~ / i ~ /
1 ~ / t ~ 1 r ' , I ~ ~ • - . / r ~ 1 ! r ~ _ ~D . i ~ ~ ~ / wQ' J` ~ ~ • ' ` i ;i ~ ~ ~ ~ ~1~ - - ADJACENT PROPERTY LINE -n~N~rrow I 1;
/ i i ,ti J O ~ ' / r 1 o / ~ ` ~ ~ V ~ 1 r , f ` f r~ ~ , r ~ , J ~ ~ , i. , f 7~ 8
N ~ ~ ~ t , ~ , ~ ~ ti 3 i r ~ ~ I 7 ~ W 3 r a ~ 1 ' / i N~ ! 1 'til o' _ ~ ~ , ~ ~ r- .V'1 N,.l~S•E~' 66 3 I 1 ~ ~ ~ ~1. /~V~Y~V~Y~Y-~"• EXISTING TREE LINE 1
~ i j N ~ ! W ~ W 0 f , ; ~ r ~ i ~ ; 1~ l / ~ r I I Q h+ y. j s .s s ~ / j ' ; ~ t ~ i , .------STREAM BUFFER ZONE
i' ~ ~ ~ f ~ ~ i ` , ! ! 1 l ~ ~ , f ' t 1 / - f .rte ~ ~ ~ ~ ~ ~1 t Dram By: J.. PP : SH-
A f i ~ ~ ~ i , r ~ r J ~ J' l t + 1 ~ ~ ~ t ~ , r' \ a f'~; / 1 j ~ ~ _ SP-R£~1DEl~-~' _t:' ~ ~ ~-F ~ ~ / f ~ , ` ~f.~~.F--- 100 YEAR FLOOD ELEVATION Checked By: SN PM: SN
1 f 111i_ Date : 2/01/06 SCI: SN
i / r: ~ , + ; ' / ~ 1 1 / t ~ ~ ' ~ ~ i ~ 1 1 / ~ ~ . • ~ r _ _ J ~ / ` WETLANDS AREA Proj f 2502011
3 f ~ 1 i r ~ r. i i i ! ' ! ~ i ~
~ ~ , j i ~ t r ; ~ / i ~ ~ / ~ i I I ~ - ~ 7 ~ / i / r - , F STREAM BUFFER AREA Revisions
2 / ~ i / ~ ~ 9i ~ 1 , 1 a l ~ i ~ ~ 1 ~ /
a ~ ' ! 1 f ~ , ~ t , r / ~ r } , . J ~ / ~ i ti / ~ / 1 / / r ..rte.. f _T ~ . 355'" _ / STREAMS/PONDS 6/15/07 LAYOUT REVISION
' i ti o / ~ % i ~ / IM i i .f ~ ~ ? ~ - / l ~ f `~~----~-~~~-r.._r f TREE POTECTION FENCE
r ~ ~ ~ ` ' , i 1 1 ~ , a r ; , I ~ , < r s ~ ~
~ 1~ l ~ f ~ ~ ~ ! ~ j ~ / ~ ~ I 70 ~ ~ t I ~ i 1 / ' i r / ~ ~ i 1, J ~ 1 i t i r p ~ , ~ ~ - I 1 ~ . ~ 1 ~ \ ~ r r , rte,., I ~ - _ SILT FENCE
l i ; i ~ < / , ~ ~ i 3 I ~ ~ i / ~ 9 ~ ~ f 6 ~ ~ /fY / L i°~ ~i ~ 7 ~ L ~ ~I 1 ~ tr R _
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1• j 1 a i ; K f ~ f ~ ~ r ) ~ ill[. t consent of ETd, PA.
120 180 0 60 180
r/ l~ 3 i ~ i f v' f + / i 1 10 r
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, ! M
N
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X%
r
0
1 t
KEY PLAN
SITE SUM MARY
PROPERTY OWNERS:
PIN NUMBERS:
TOTAL GROSS SITE AREA
TOTAL SITE IMPERVIOUS AREA
OVERALL PLAN SUMMARY
FRANKLIN RESIDENTIAL LLC
I. PHASE I
JAMES T. MOSS
�
WILLIAM H. MOSS,
TRUSTEE
MOSS FARMS EAT,
LLC
B. PHASE OPEN SPACE
CLEMMONS & BERENTHAL
(48.42%)
KLEIMAN
1842-07-9181
ZONED
R-8
1842-09-4303
ZONED
R-8
1842-14-2971
ZONED
R-8/HB
1832-65-8449
ZONED
R-8
1832-97-7749
ZONED
R-8
184=18-7203
ZONED
R-8
1842-14-6300
ZONED
HB
1842-15-9337
ZONED
0&1
187.80 AC*
100
24.75 %**
I. OVERALL PLAN
A. TOTAL RESIDENTIAL DWELLING UNITS 409
f 1. 61' MIN. WIDTH LOTS 166
2. 51' MIN. WIDTH LOTS 243
P N B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
SPA E 408 UNITS X 20,00
0SF= 187.79 AC
6 89.85 AC(47.84%)
4
C. TOTAL OPEN SPACE
j D. TOTAL DENSITY 2.18 UNITS/AC
1/
CD PHASE SUMMARY
'f
I. PHASE I
�
A. GROSS ACRES IN PHASE
44.03 AC
B. PHASE OPEN SPACE
21.32 AC
(48.42%)
s
C. TOTAL UNITS IN PHASE
84
Yl
1. 61' MIN. WIDTH LOTS
24
2. 51' MIN. WIDTH LOTS
60
II. FUTURE PHASE 11
�<
A. GROSS ACRES IN PHASE
29.08 AC
7.63 AC (26.24%)
B. PHASE OPEN SPACE
C. TOTAL UNITS I N PHASE
100
1. 61' MIN. WIDTH LOTS
47
2. 51' MIN. WIDTH LOTS
53
{
III. FUTURE PHASE III
s 49
A. GROSS ACRES IN PHASE
59.88 AC
B. PHASE OPEN SPACE
36.46 AC
(60.899)
C. TOTAL UNITS I N PHASE
92
'MIN.
1. 61 WIDTH LOTS
29
ti
•4
2. 51 MIN. WIDTH LOTS
63
IV. FUTURE PHASE IV
A. GROSS ACRES IN PHASE
54.81 AC
B. PHASE OPEN SPACE
24.44 AC
(44.59%)
1
C. TOTAL UNITS I N PHASE
133
1. 61' MIN. WIDTH LOTS
66
2. 51 MIN. WIDTH LOTS
67
NOTES
* TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME.
AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS
THE RESPONSIBLITY OF THE DEVELOPER.
** TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO
HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN
FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF
RECREATION CENTER WITH POOL AND PARKING.
GENERAL NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY
FROM A DIGITAL SURVEY PROVIDED BY CLH, PA.
WETLANDS DELINEATION PROVIDED BY S&NC. THE WETLANDS
r
SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY.
I It
%>
r �
I
011
LEGEND
...■.. �� EXISTING PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING TREE LINE
.- -- -- -- -- _ -- STREAM BUFFER ZONE
_.....F. -F-100 YEAR FLOOD ELEVATION
WETLANDS AREA
STREAM BUFFER AREA
STREAMS/PONDS
_00 low TREE POTECTION FENCE
SILT FENCE
EE,kM, TC?IDD, &A11/.IBROSI
URBAN PLANNING LAND6CAPE ARCHITECTURE
CNII, jW6NEgiOG# LAND USE CONSULTING
ROBBINS
& ASSOCIATES
INTERNATIONAL
GOLF COURSE DESIGN'S MAS'TF•R PLANNING •
CONSTRUCTION MANAG�VISNT
2880 SLATER ROAD, SUITE 200
MORRISVII..LE, NORTH CAROLINA 27560
SA
OFFICE 919.481.2021
FAX [phone]
EMAIL [e-mail] -
FRANKLIN GROVE
PHASE 1
POST
DEVIELOPENCNT
EROSION
CONTROL PLAN
CLIENT
DO ALLEN HOMES
812 MORREFIELD PK.DR.STE.812
KICHMOND, VA 23236
804-323-1362
CONTACT: DICK PATON
EMAIL: dpaton0doallengoup.com
ENGINEER
ELAM, TODD, d'AMBROSI
2880 SLATER RD. STE.200
MOftRISVILLE, NC 27560
919-481-2021
CONTACT: SAM NYE
EMAIL: [e-mail]
SURVEYOR
JH CHANDLER &ASSOCIATES
7621 PURFURY RD. STE.201
FUQUAY-VARINA, NC 27526
919-552-4845
CONTACT: JOHN CHANDLER
EMAIL: jchandler@tcgpa-com
LANDSCAPE ARCHITECT
ELAM, TODD, d'AMBROSI
2880 SLATER ROAD. STE. 200
MORRISVILLE, NC. 27560
919-481-2021
CONTACT: MICHAEL LEIGH
EMAIL: [e-mail]
02007 by ETd, PA. No portion of the drswinga any be
copied, reproduced, redrawn or modified without the written
consent of EV, PA.
0 60 120 180
SCALE: HORIZONTAL I" = 60'
Drawn By: JJ PP: SH
Checked By: SN PM: SN
Date: 2/01 /06 SM: SN
Proj#: 2502011
Revisions
6/15/07 LAYOUT REVISION
SHEET
C-17

~ , ' , ~ ~ KEY PLAN
i % ~ ~ J ~ ~ I ~ ~ ~ ' , ~ 1 s ~ ~
i ~ (1~ ti v) 1 ~ 4 t + ~ ~ 1 t ~ ~
~ ' s,.~ ~ ~ / ~ ~ ~ i t...,.., ~ t t ~ ~ J 1 ~ ~ i ~ , . . ~ l
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.y ~ ~5. 15 I i i i ~ ~ 1, ~ k i \ ~ , t \ ~ f ~ ~ ~ i ~ ~ ~ t ~ ~ C Yeti Y' / ~
~ i I Q 1 ~ ~ ~ I 1 i ~ , ~ ~ ~ ~ ~ ~ f \ _ ~ ~ ; SLAM, TODD, d'AMBR4SI
r •ti , ~ r j ~ > > \ ~ 1 / ~ ~ f t i / 1 \ t r ~ ` ` ~ / URBAN PLANNING LANDSCAPE ARCHITECTURE
/ ~ ~ ` i ~ ~ ' O ~ 1 f ~ S 1 ~ \ r~_ / 9. \ . ~ 1 i 1 ~ \ 'ti ~ ~ i ~ / ~ r i / CNII, 6~6iiIEERIAG * LAND USE CONSULTWG
1 ~ 4 p ~ ~ 1 ~ ~ I ~ ~ ` f ~ ; ~ ' ~ 1 1 ~ i I ti ~ ~ ~ ~ i r i ~ O ti ~ ~ ~ 1 9 ; ! 3 1 ~ ~ j it ` / . ~ ~ ~ ~ ' ~y ~
? r. / 3 I (v^ l ~ 7 f ~ ~ 3 7 ~ ~ + ~ ~ ~ ~ } I ~ r ~ 1 i ~ r 1 r ~ l ~ C/ ~ i ff ! 1 r ~ • r ~ I, ~ t I 1 i ~ l
~iJ f' ~ f ~ ~ N.~ I 1 ~ ! ; ! ~ ~ t / ~ / r ~ ~ t r ~ tb i 1 ~ ~ ~ / ~ / ~ i -18 R B Is
} ! ~ r ~ ~ ~ 1 ~ , YI 1 ~ ~ ? ~ ~ ~ t ~ 1' r f/ / ~ i 3 ~ ~ 1 g ~ t i } ~ r I i! 3 ~ 'y t i ~ ~ ` & ASSOCIATES
! ` ' r 4 / S• ~ ~ j 2 I ~ / ' ~ ! ~ ~ } j ! / r ; ~ ~ ~ ! i 1 ~ i t ! ~ i~ INTERNATIONAL
r ~ i ~ ~ i ~ f / ! ~ 1 p f r ~ ~ ~ ~ ~ ~ i~ i ~ ~ , ; } , f 7 , ` ! ~ i / r' i / GOLF COMM DESIGN' MASTER PLANNING
.t 0 ; . ~ r ~ ~ / ~ ~ ~ r ~ 1 1 ~ ~ r / r / ~ / ~ I - / ~ f 1 I ~ f 4 ~ ~ ~ l ; ~ / ' ( ! ~ ~ t j ~ ~ ri- CONSTRUCTION MANAGEII40NT 2880 SLATER ROAD, SUITE 200
~ ~L ~ ~ 1 I t I I } ~ ~ ; ~ ~ f t ~ } , I + I i i MORRISVII.LE, NORTH CAROLINA 27560
0 9 ! ~ ' • , ~ r~ ~ ~ , c B ~ 1 f I i f ~ ' l ~ ~ 1 1 r ~ i ~ ~ ~ ~ i~ / SA
r j%?~.. ~ i I 1 ~ ` ~ , O f r ~ ~ r. 0 ~~4. ! 1 . I ~ ! r ~ i - ~ ~ i , >I ~ ' I .S OFFICE 919.481.2021 FAX [phone]
~ ......,u.,,... 39 r ~ f L~ f y., r ~ f / i rn ~ ' 1NL R TECTI N ~ t ~ N 0 ~ d R~1?N i ~ ; EMAIL etdQetdpacom
~ 41 f I ` j 1 7 i I ~ • ~ ~ ~g 1 ' } 'I ~ r , r } ~ ; r ~ I I 1 ~ j 1 H / ! i { ~ i ~ / ~c ' ~ '
~ 9 3 % ~ 1.` I ~ ' / r I t I I I t ( J ~ I ~ } ~ ( /f i ! ~ 1 r i { r r ~ i r i I } J 1 ~ !
~ '4 rr ~ i' ~ ~ j r i ~ ~ ~ ~ ~ ~ TREE PROTECTIOI~b
! ~ / f C ~ j { ~ i ~ l ~ f ~ ~ 1 1 ~ / ~ 1 CI ~ / ? CA
i f ~ i 1 f / i rj / / / Y % ? 1 i ~ ~ ~ 1 ~ ~ r ~ i 1 i ~ ~ ~ 1 i ' ~ ~ 1 ~ ~ 1 ! ~ / ! t ~ ~ ~ \ ` t > S~'~ SITE SUMMARY
i 1 ~ ! ~ .i .r'J i ~ i ! / i ~ ~ \\'r PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC E L =
1 s ` ~ •r ~ , i r / ~ O ` .i / i~ ~ / ~ t 1\ ~ , ! / h / ~ ~ ~ 1, ~ ~ r ~ ~ l ~ \ ~e,_ JAMES T. MOSS
> 32 ~ r /r ! i 1 ~ ~ ~ ~ 1 s ' , ~ - ' i ~ ~ ~ 1 ~ ~ ~ WILLIAM H. MOSS, TRUSTEE ~ ~ ' ~ MOSS FARMS EAT, LLC
/ ~ r ,1 ,.5, ~ '•r: TEMP 10 DI ; ~ ~ ~ / / ,l` ~ ~ f CLEMMONS & BERENTHAL KLEIMAN Nc~ s AAN O00`~.
~ ~ 1 ~ . r~ f i / I ` i ~ t 1. i / F / ! ~ ~ ti 1 J i ~ / / ~ / ~ I ' ~ ~ ~ ~ PIN NUMBERS: 1842-07-9181 ZONED R_8 W6
4 ~ ~ /i / t' ~ ~ I i • ~ . ~ r ./r f ~ / / ! r/ ' i / ~ t t , i ` ! ! ~ \ \ ~ ~ ~ 1842-09-4303 ZONED R 8 T I \ ~ , ~ \ , ~ + ~ A 1842-14-2971 ZONED R-8/HB /H B
r' r r'~ i ~ j + 1 ' I / ~ ~ ~ / - SE IME T ~ - ~ / / 1832-65-8449 ZONED R-8
i ~ i ~ . 1 i CA ~ ~ ~ ! ~ i 1 !r ~ r ~ - ~ ~ ~ % i ~ ..l., .c. ' ~ ' `t';'1, ~ ~ 1832-97-7749 ZONED R-8
~ .r ~ . ~ \ ~ ~ ~ ~ r / 1 1 ~ ~ r - ~ i I ~ t y r / r i J ; y. f / ,f ~ ~ ~ ~ ~ / ~ , \ ~ ' ± j ~ - 1842-18-7203 ZONED R-8 V 11 ` 1 ; , ~ gym,. 1842-14-6300 ZONED HB
J ` ! ! i t j. ~ ~ ~ j ! i ~ 1 ~ f ~ ' ~ . f - 'DET'ENTION 1842-15-9337 ZONED 0&I
~ f 3 7 ~ ~ r ~ 3 w ~ 4~ w r. / r' ~ ~ ~ I I r TOTAL GROSS SITE AREA 187.80 AC"
' .i 1 ~ ~ c~ 1 3 ~ r 1 1 ~ i i ~ 1 4 ~s 7 ~ ~ .r w r i ~ + ,.-r• r ~ .0 N,~f S E • ~ E i ~ r i { I ' I ~ i ~ ~ ` TOTAL SITE IMPERVIOUS AREA 24.75 90~* "~FE~~11 ~ i'`~` r' FRANKLIN GROVE
~ I ~ y . ~ „ . % i \ / ~ t 1 ~ ,11 i 1 • ~ OVERALL PLAN SUMMARY PHASE 1
~ , •r i 1 r'1. i ' f J ''5,~,.. r `
i ~ ~ f / ! ~ i % ~ / ' t ' ~ i / ~ ~ r r ~ f 1 / / / / a j~~Q_ J ~'Cff'1 DER--." - r' J~ i 1, 1 y } ~ I. OVERALL PLAN
i ~ i r, ~ , i i , / ~ / ~ i ~ ' ~ ~ ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409 i - '~~6p~ ~ ~ ; , ~ + 1. 61~ MIN. WIDTH LOTS 166
iI ~ l f i ~ f ' i ~ ! ~ - / ~ r / • / i l ~ ~ ~ ` 2. 51 ~ MIN. WIDTH LOTS 243
/ / / ~ i ~ ~ ' ` ~ ~ ~ ~ i ti 9, r ! 1 . ' / / I~ f / ` ~ ~i ' ~ ~ I B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
R j ~ , ~ ! J vi j 1 I 408 UNITS X 20,000 SF = 187.79 AC POST
1 i i / ~ E i~lENTt P ~ r 5 I ~ ~ , / r f i ~ ~ ~ _ 1 ` - ~ C. TOTAL OPEN SPACE 89.85 AC (47.84%) _ ~ 35g--~'' D. TOTAL DENSITY 2.18 UNITS/AC
~ i ~ ~ ~ ~ t ! DEVELOPENCENT
/f ( ~ r ! f , , r ~ r / ~ ! f 1 t ~ ~ ~ ~ / , i ~ ! / , f F / f I . I ~ ~ PHASE SUMMARY
' ` ~ i ! / i t ~ ! r ~ ~ I ~ ~ ~ i ~ ~ I i, 3 ~ ; . ~ , . - - f ~ C I. PHASE I - EROSION
r ~ / , r rl N~ . ,E. ' r ~ i i ~ l ~b i ~ l 1 ~ t r-..~ ~ / t I ! 1 / i / / / ~ 1 / f 1 / 1 ~ / ~ A. GROSS ACRES IN PHASE 44.03 AC
/ ~ l ~ / ~ ' ~ r r j i ! ~ ~ ~ r ~ ~ I ! l ~ I - r ~ , i , ~5 R J ~ B. PHASE OPEN SPACE 21.32 AC (48.42%) CONTROL PLAN
./"1 i ~ ~ r ~ ~ i s i l ' ! i 1 / ~ ~ ~ / f i ( ~ ~ G. TOTAL UNITS IN PHASE 84 1. 61~ MIN. WIDTH LOTS 24
1 ~ 9 f ! , ~ a 5 ~ ~ ~ , ~ ~ . ~ 1 01 _ { ~ % ' - 2. 51' MIN. WIDTH LOTS 60
i ; ~ ' i j / f It / ~ % slllc atYt ~ ~ .iltc ~ x II. FUTURE PHASE II CLIENT
i i i rr ~ l ~ r r ~ I t ~ t t ~ i 1 ~ ! ~ ~ rr r f J ' t'~ r f I r i _ / r , A. GROSS ACRES IN PHASE 29.08 AC DO ALLEN HOMES
i ! r i ~ ) 1 t / . 394 ~ ~ i ~ 1 ~ ~ e . ~ i ~ +i ~ ! ~ ~ ~ t \ f 1 ; ~ 1 f 1 ? , f ~ ~ 1 y, B. PHASE OPEN SPACE 7.63 AC (26.24%) 2 812 MORREFIELD PK. DR. STE.81
~ i ' ~ ~ ~ ~ i / / { / / , ~ t ~ j i t ~ S / t l ,t I ; ~ i , ~ / I ! ! , ; , i ~ / ' ~ r r ~ ~ / ~ / - f 1 l r ~ C. TOTAL UNITS IN PHASE 100 J ~ RICHMOND, VA 23236
i r 1 ~ t (.rl ~ , j• ~ I ; I i 39 ~ . t 1 ~ I I c~ t ~ F 1 r ~ ~ I / ~ rl ri I f• j i ! ~ i ~ ~ ~ c 1. 61 ~ MIN. WIDTH LOTS 47 ` ~ 2. 51' MIN. WIDTH LOTS 53 804 - 323 -1362
t ~ ~ ~ / / + N R T! r r , ~ i ~ ) ; I / I t ~ - _ 1 / j ~ / . III. FUTURE PHASE III CONTACT: DICK PATON
t \ s ~ I I i t ~ t ~ W ~ ~ A. GROSS ACRES IN PHASE 59.88 AC EMAIL: [e-mail]
1 I c4 t ~ 1 t r ~ ~ ~ 1 r ! j ! i I f ~ ? ; 1 ~ \ ~ , r ~ i , ~ i / , r % i i ~ l ~ ~ ' B. PHASE OPEN SPACE 36.46 AC (60.89%)
i / I ~ 4 ~ I 9 I c.r ~ •~9 . ~ ~ ~ i i ~ I ~ / ~ ~ % i % ~ ~ ~ ~V~c yll~. .alit ~ _._.f ~ ~lhc r,... yVc / ~ ' ~ / C. TOTAL UNITS IN PHASE 92 ENGINEER
/ E .Q~ ~ ~ s t ~ ; t 1 ~ ~ ~ ~ ~ ! 1 / ~ i / ; \r i r r I r f / ~ • ~ : rt f / r / i J 1. 61 ~ MIN. WIDTH LOTS 29 ~ s 2. 51' MIN. WIDTH LOTS 63 ELAM, TODD, d'AMBROSI
, , 1 ; 39 'J + i ~ V i J ! ~ / ~C ~ ~ / ~ i A J / ~ IV. FUTURE PHASE IV 2880 SLATER RD. STE.200
i t / i ! /Jyy~, 1 I ~ t i I l ~ ~ f 'll 1 r # I 1 i ~ I ! J ~ ' \ / J I i i ~ //yyam~ i i ~ ~ , I , r 4 ~ ~ ~ ~ ~ r % X,r l l r ~ ' ~ `y A. GROSS ACRES IN PHASE 54.81 AC MORRISVILLE, NC 27560
t i~ r "V i 1 i j ` ~ i i r i 1 i 1 / ~ \ ' f , / / / / , ! r , f I DENT ~?P , E f 1 ~ / ~ / ' ~ B. PHASE OPEN SPACE 24.44 AC (44.59%) ~ - 919-481-2021
1 t ' ~ ~ ` + 1 I 'i ~ ~ + / t t 4 ! \ ~ ~ ~ / t~ ' f~ ~ t 1 r f ~ / ~ J~ / ` ~ ` \ f 1 , ~ i / 3`~i- - C. TOTAL UNITS IN PHASE 133 CONTACT: SAM NYE EMAIL: [e-mail]
I 1 r ! `U I ~ ~ ~ M . i 1 I TREE . \ / ; PROTECTION ~ . 1 / ti i 1 ~ i ~ , "x r ~ i'/.~~- 1. 61' MIN. WIDTH LOTS 66 h/u: < ~ ~ _ O`= f~i' 2. 51' MIN. WIDTH LOTS 67
~ ~ ~ r~ : 1 FENCE ~ ~ ~ , ,j f ~ , ~ r / SURVEYOR
' t t i ~ ' ~ ~ t t ~ i ICA E r 8~R ~ t < ~ I ~ i t/r ~ , r \ ~ ,i / _ , ~ ~ NOTES / f JH CHANDLER & ASSOCIATES
~ 4 t ~ ` i t I i t, 't ~ ~ f t ~ I r ~t ~ / ~ ~ ~ I i ` l i ~t ! ~ ~ 1 t i r f ~ ~ r f _li i 1~.1 i ~ ~ ~ ,y. \ i / i 1 1 ~ i. ~ ~ ~ ~ / ' ~ - * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. 7621 PURFURY RD. STE.201
~ ~ - 1 l ~ ~ \ ~ I j , { ~ i ~ ' ~ r i i ~ ~ ~ ~ / . ~ r ~ ~ ~ ~ 'ti• r ~ ~ f / THEE I R'ESPONSIBUTY OF R HE DEVELOPERENTS AND REZONINGS IS FUQUAY-VARINA, NC 27526
i 1 ~ ! i r l f It ~ ~ f ~ f • > r; , ~ ~ f ~ ~ ~ ~ ~ p/ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO 919-552-4845
85 r , ~ , r l' l ' t ~ ~ ~ ~ ~ / X / ~ / ~ f ~ r r I I ~ ~ ~ ~ / : . ~ ~ I i r I J / , / HAVE 1.57 AC IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN CONTACT: JOHN CHANDLER
~ ~ I 1 ~ ~ t J _ 3 1 ~ . ~ ~ ( 1 f l 1 ~ r l / 1 , i ~ , ~ / 1 r ~ / ~ i ; h I ~ I 1 ~ ~ \ i ~ r ~ r ' ; ~ I ~ I ~ ~ j ~ , ` / ~ j FROM A SKETCH DATED 04.22.07 BY ETd WITH A 9000 SF ~ . ~ j ~ ~ ~ ~ ~ / RECREATION CENTER WITH POOL AND PARKING. EMAIL: [e-mail]
~ ~ I + , ~ \ ~ `g ~ ~ ~ . r 1 ~ f ~ ~ ; ~.r'\ ~ \ ~ ~ i ~ ,C J
~ ~ _ r ~ \ f ~ , ~Ihc ~Ilc ~lhc ~111t ~ 1 ' ~ ~ , 1 f i , , ~ ' ~ ~ ' ' r ~ / ~ GENERAL NOTES LANDSCAPE ARCHITECT
~ ~ ~ ~ x . 1 f ' i ~ ~ r ~ ~ tiX ~ i i ~ / y ~ ~ ~ ! ~ f i k * ~ ! ` . ~ ~ ~ { ~ I ~ ~ ~ ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY ' FROM A DIGITAL SURVEY PROVIDED BY CLH, PA. ELAM, TODD, d'AMBROSI
~ ~ ~ 1 ~ ~ ~ O ~ SIT • \ ~ ,`,`h x ~ I ' f ' ~ ~ I ~ ~ j ~ ~ ~ / WETLANDS DELINEATION PROVIDED BY S&NC. THE WETLANDS 2880 SLATER ROAD. STE. 200
\ ~ i I \ \ - ti.~--" ~ \ ` ~ 1 ~ ~ ,t i ~ ~ l 1 i 1 ~ ~ \ ~ ~c ~19c Ohl. ~lic ~ ~?Vc ~ ~ ~ ~ \ ti f { r ~ i ! ' j i ~ ( ~ ; ± ~ f ~ % SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. MORRISVILLE9 NC. 27560
ti ~ - r v ~ \ ~ \ ~ ~ ~ ~ 'il I I 919-481-2021
1, \ 1 1, 1 I I 1 ~ . CONTACT: MICHAEL LEIGH
. 6 ~ \ ~ 1 ~ \ rt~ , \ \ EMAIL: [e-mail]
1 ~ ~ .i ~ ~ ~ ~ 1 1 r . ~ ~ ~ \ 1, 11tL ]dJ1. ~IL ]ILL ~ / , l ` ~ ; s \
~ - '1 C ~ / ~ i ~ ? X t i~j r r
~ ~ 's ( l N~ \ + t I l
o i 1 \ ~ \ 7 ~U ~ \ \ r \ \ \ r \r \ Y r~ c.~ ~ 1 v? .n ~ r . i , y r r ~
/ N ~ ~ \ ' ~ ~ ~ ~ ~ ~ , ~ ~ h ~ ~ E .r . 9 ~ ,6 ~ ~ ~ I
r x . ' ( i . ; ~ ; i ~ ` ~ t iI i ~ ~ LEGEND
. . ~c''r., ~ / ~ f ~ `t •
1 t Y~y, ~ . ` ~ ! ~ ~ ~ ~ I ~ ~ ! ~ ~ ~ EXISTING PROPERTY LINE i ~r,l i ~r ~ I . ! I
...a~ > r ~ ADJACENT PROPERTY LINE
/ ~ / 1 ~ \ ~ / . i ~ / r/ / i f Drawn By: JJ PP: SH
1 \ ~ / / i / •~f / r ~ l ~ .r ~ ~ i / r ~ I /~Y"Y"Y ~Y~' V ~Y~' ~~r ~ ~ / - / ' \ ~ 1~ ` ~ 1 ~ i ' EXISTING TREE LINE
~ ` ` r /f ~ ~ 't • \ \ 1. , / 1 ~ / .i. y ~ ' ~ ~ \ % Checked By: SN PM: SN
\ s / r' ~ / r \ r r ~ r ~ i ~ ~ ` ~ I ~ j ~ I ~ ~ -------STREAM BUFFER ZONE ~ ~ ` Date: 2/01 /06 SM: SN
! ' ' t ~ _ \ ? ~ ~ ~ % \ \ \ ~ / ~ I ~ Proj#: 2502011
iD i • . \ 1, ~ , i r •i. \ ~ r ~ \ ' ~ + ! ~ 1' , ~ \ } ~ ~ ` 1'\ ` ~ -f F 100 YEAR FLOOD ELEVATION
/ ~ 1 ! i ~ ~ ~ I r , 1 \ I ~ % i ~ ~ / I I ~ \ , \ ~ ~ \ \ ~ WETLANDS AREA Revisions
I ~ ~ ,,1 ~ . ` , ! 1 1` I I i 1 1` ~ ~ • \ ~l ~ ~ ~ 6/15/07 LAYOUT REVISION
n ~ \ \ , ~ ` I / \ ~ / ".I c r ~ 6 r• ~ \ ~ \ \ ` ~ \ \ ~ STREAM BUFFER AREA ~
1 t ~ f i, ' r r ~ 1 , , . J ~ r.; ~ ; . y i , r
` ~ l \ s ._.1--- 1 1 f1 1 \ ~ ? ~ ~ \ t t 1 1 ~ r , j ~ f ~ \ • • • STREAMS/PONDS
~ ; ~ L ,
1 •J J ~ , I r ~ i ) ~ i ~ ` ~ ~ ~ ~ \ ~ TREE POTECTION FENCE
~ tit 1 1 ~ ~ l I r • \ ~ \ ~ `r ~ ~ \ r f ~ . 1 \ I T F N
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, TCH 02007 by ETd, PA. No portion of the draw may be may be
copied, reProdaced, redrawn or modiHal without the wri consent of ETd, PA. t the written SHEET
N to r \ ~ r o so izo iso SO
\ r -IdL AlL ~ x_18
SCALE: HORIZONTAL 1" = 60'
cl; N O ~N
~ N ,

GENERAL NOTES 1. TO M/NIMI STREETSC DISTURBA 2. ALL CONS STANDARD . NOTES: GRADING PL4N 1 MINIMIZE QAMAGE TO EXfSTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND
REETSCAPES. THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE UMITS OF WET POND ~1
?URBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS. DIMENSIONS ELEV
.L CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT FRANKLIN COUNTY ANDARD SPECIFlCATIONS ANO DETAILS. TOP OF DAM WIDTH 14' 380.0
3. CUT AND 1T AND FJLL SLOPES WILL BE STABILIZED WITHIN 30 Om4YS OF ANY PHASE OF GRADING. ANTI-SEEP COLLAR 4.25'x4.25'
4. THE SIRE 5. ALL UTIU CONSTRUC lE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLE4N AT AU. TIMES. .L UTILITY LOCATIONS TO BE VERIFIED BY UTILIII' IO~ATOR PRIDR TO BEGINNING ANTI-FLOATATION DEVICE 1 4 CYO
>NSTRUCTION. TOP OF RISER 42" CMP 379.0 SLAM, TODD, d'AN.BROSI
6. CONTRACT TIMES. )NTRACTOR MUST ADHERE TO ALL LOCAL. STATE. AND FEDERAL SAFEIY REQUIREMENTS AT ALL DIES. OUTLET PIPE INVERT IN 24" RCP SEE URBAN PLANNING LANDSCAPE ARCHITECTURE CNII. ENGiINEERIIIG • LAND USE CONSULTING
.L AREAS NOT PAVED, BUILT UPON OR UWOSCAPED SHAH BE SEEDED AS SHOWN IN THE - 01~5SIPA7~OR P/1D OUTLET PIPE INVERT OUT 24" RCP PROF.
SEEDING 8. ALL ROAD :EDING SCHEDULE. PERMANENT POOL ELEV 2"~ ORIFlCE 377,0
1 ROAD GRAOIIYG AND MATERIALS SHALL CONFORM TO NCOOT STANQARDS. •
coNSrRUCnoN f, 08TAIN GRA 2. INSTALL GR AND BASIN 3. CALL FOR CERTIFlG4TE UC110N SEQUENCE- qIN GRAD/NG PERA~IlT. , , . WET POND ~2 R B B~vs
BALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, TEMPORARY ONERSION DITCHES " ~ ~ DIMENSIONS ELEV & ASSOCIATES
BASINS AND INSTALL .30" AND 36" CULVERT CROSSINGS. ~ TOP OF DAM WIDTH 10' 368.0 INTERNATIONAL
L FOR AN ON-SITE INSPECTION BY TFIE ENVIRONMENTAL INSPECTOR AND OBTAIN A TIFlG4TE OF COMPLUWCE FOR THE S/TE. ANTI-SEEP COLLAR 4,25'x4.25' GOLF COURSE DESIGN s MASTER PLANNING
4. CLEAR AND AR AND GRUB SITE, ANTI-FLOATATION DEVICE 1 /4 CYD CONSTRUCTION MANAGEIvff+Nf 2880 SLATER ROAD, SiJ1TE 200
5. BEGIN ROU INFRASTRUC 6. AS ARE4S MAINTAINED YN ROUGH GRADING S/TE AND ?NSTALLMG STORM DR41N, UTILITIES, AND OTHER GISTRUCTURE. ~ aw TOP OF RISER 48" CMP 366.5 MORRISVII.LE, NORTH CAROLINA 27560
AREAS ARE BROUGHT UP TO FINISHED GRADE, PROPER SEDIMENT CONTROL IS TD BE OUTLET PIPE INVERT IN 24" CMP 360.0 A
7. STABUZE T ~wvnrraNEo JTAINED AT ALL TIMES. BUZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE CONTROL IS TO B£ PLAN VIEW OUTLET PIPE INVERT OUT 24" CMP 355.5 OFFICE 919.481.2021 FAX [phone]
~'fA1NED AT ALL TIMES. PERMANENT POOL ELEV 4"~ ORIFlCE 363.0 EMAIL [e-mail]
8. ~ ~~a SEEDED. ' AREA NOT TO BE DISTURBED FOR A PERIOD OF 15 DAYS MUST BE TEMPOR4RY q~lP RISER DED.
9. WHEN THE :N THE SITE !S STABILIZED, CALL FOR INSPECTION BY TH£ ENVIRONMEMAL INSPECTOR, w~rEa ~ ouaarc sroaM ~ ~K wN. ri ~R APPROVAL IS RECEIVED, REMOVE TEMPOR4RY EROSfON CONTROL MEASURES AND ~w_ ~ ~ ~ WET POND #3 ?MN. FREEBO~iD
10. I4FTER APP SEED OUT i t . INSTALL AL HAS BEEN NOTES: D OUT ANY REMNN/NG 6ARE AREAS. DIMENSIONS ELEV
BALL ALL PERMANENT EROSION CONTROL MEASURES AT THIS TJME. 12. WHEN VEGETATION TOP OF DAM WIDTH IN CUT CA%~J~'rC/ N
BEEN ESTABLISHED, CALL FOR A FlNAL SITE INSPECTION. soot. w~~~?+ ~ ~ V2 : ~ ANTI-SEEP COLLAR 4.25'x4.25 0410. y
part ors. GATE VALVE ANTI-FLOATATION DEVICE 1 4 CYD dop dw4wo
W/ KEY ~ 3 ~ ~ TOP OF RISER 42" CMP 369.5 40p Qmb
~ren+ aw OUTLET PIPE INVERT IN 24" CMP 364,0 wo "w 0
OUTLET PIPE INVERT OUT 24" CMP 355.0 A~ P~ PERMANENT POOL ELEV 1.5"ORIFICE 367.0 ~ EB 00h~~~`
ANTI-Fl.QATA710N DEMCE ~ ~
Mill-SEEP COLLAR ' ' WET POND ~t 10
GRIP 01111ET ~ amer aive DIMENSIONS ELEV
CROSS SECTION W 5 Ff ~ TOP OF UAM WIDTH 8' 370.0
ANTI-SEEP COLLAR 4,25'x4.25'
ANTI-FLOATATION DEVICE 1 4 CYD
WET D ET E N T I 0 N BASIN TOP OF RISER 42" CMP 368.5 FRANKLIN GROVE
OUTLET PIPE INVERT W 24" CMP 363.0 PHASE 1
0 UTLET DETAILS OUTLET PIPE INVERT OUT 24° CMP 361.0 PERMANENT POOL ELEV 1 "m ORIFICE 366.0
MIN EROSION
1.5 FT
~4' CONTROL
1800 CU FT/ACRE° ~ 5 F?.
1;~ Q ? I ~ 'st ~ 1~ PRO~TECiION Z~OI~E DETAILS
o~ ~ ~ N n iae~ cur a ~ s~?vE ~ our
t . USE FOR DRAINAGE NOT D(CEEDING 5 ( 2. EARTH BERM SHALL LINAGE AREAS ~ ~ NG 5 (FNE) ACRES. 5 I GN DETN I L: L:
SHALL BE STABILIZED w/ SEEDING CROSS SECTION A8R C CLIENT
ACCORDING TO TOW DESIGN OF SPILLWAYS O TOWN SPECIFlCATIONS. 8' MAX. DO ALLEN HOMES
OVERFlLI 6" ~ ~ ~x• 7 NIX. SP/~G I N6 TENNC BEJVGON 5/1FETY FENGE-FLUORESG~IT 812 MORREFIELD PK. DR. STE.812
DESIGN FOR SETTLEMENT SETTLED 2~„ ORMIGE TYP I GAL RICHMOND, VA 23236
TOP MIN 1 ~ MIN. FREEBOARD I-III-III-1 I~- 804-323-1362
III- I I-I 11=1 I I-I I 00000 ~OOOOOOO MIN. 10 ~~2 ~ uNe wags ~ 12 ca. CONTACT: DICK PATON
II~QQQ~Qp =1 I I-I 11=1 11=1 11=1 11= 00 EMAIL: [e-mail]
~~t I i I I li III 1 I I I I I I 1 o O ~O O O O ~ i I ~=III-III=III=III=III- I OO ~~'1 1.5 FT ~d7OO 4 FT MIN ~ 00 Do 1. ~ ~ ~ ~ ~ I I~I I I = °~OO oo~,°°~ o 0 0~ _ it I ~ 2:1 SIDE 0000 `J ~T ~~~II ~ o Q Oo ~ SLOPE MAX 00000 ~ Do Not6aMr~ O
X0000000 _ ~ ~R"°E ENGINEER
MAX FILL o ~o ~$4~°~0 00000 X0000000 X0000000 ELAM, TODD, d'AMBROSI
LWAYS ~I I I~ ~ ~ I I ~oo ~~~o o~ p ; ~ } 00000 X0000000 ~ ~ 2880 SLATER RD. STE.200
j IMetID LinelD^ ~GmdlRimElevU ImertDn ImehUpsLines¢e Lineslopel,LineLength InietSprear DRAINAGE AREA WEIR LENG I (a) M) (ft) (ft) - - 1 FlITER ~ ~~q~~~ 1:1 SIDE SLOPE ~ I IR Cam, GTH FABRIC ~ itI I ~ac~oo ° I _ - MAX NATURAL z MORRISVILLE, NC 27560
~JB 1 ~JB 1 - FES 1A- 386.19 ~---r 386.00 379 65 42.00 ~ 3.83 - 356.73 ~ ~ACRES~ ~FT~ -----r-----#----' -I-__---- ~ 1 4.0 SUBGRADE ~ s~ aosr wovor w~ F,~c 919-481-2021
JB 2 ~ JB 2 - .1B 1 387.81 380.15 381.81 36.00 0.78 I 214.03 aas.~s asp s~ 363.75 ~3s.oo i -o:n r3s.ss -"1 4.0 3 FT GROUND SU06 6.0 MIN N SILT FENCE FABRIC CONTACT: SAM NYE
' CI 4 CI 4 - JB 3 393.07 384.25 i 38~7.30T~ 30.00 ~ 1.18 I 258.25 1.74 ~ 3 8.0 4.---_ ~ 8.0 DET1k l ; - USE SILT FENCE ONLY WFEN ORAMMI~E AREA SIDE 1AEW EMAIL: [e-mail]
CI 5 CI 5 _ CI 4 39307 ~ 387.80 388.07 24.00 0.83 i 32.44 I 4.17 ~ 4 10.0 F CI 6 ~ CI 6 - CI 5 I 395.37 ~ 388.17 ~39U.37 ~ 24 00 ~ 1.54 142.61 ~ 5.27 ~ 1 Z.~ 10.0 OOfS NOT EXCEED 1/4 ACRE /MID gEVER M AREJS OF CONCENTRA7E0 iL01~1 e FlLL SLOPE SURVEYOR
----~T -------.~----.--Y-----I02.35l----39'0.46 X393.21 24.00 1.39197.42 t 1.5 ~ ci ~ a 7 -cis + ~ DIMENSIONS SHOWN ARE MINIM 2'0 MAINTENANCE NOTES; E MINIMUM ~ FOR REPAIR OF SST FENCE Fi11UJRE3. USE N0. 57 ~ i JH CHANDLER & ASSOCIATES
j JB 8 JB 8 - CI 7 ~ I07.91 ~ 397.85403.41 18.00 3.71 i 150.05 ' JB 9 9 - JB 8 + i 414.08 ~ ~ 403.66 r 409.3~0 15.00 1.68 336.00 YiSPECT TEMPOR11R1f SEDIMENT TRMS Af7ER FJrCH PERI00 OF SMr~11FlCANT RMNFAII. REMWE SEOIMENi ANO RESTORE TRAP TO f15 ORIGNrAL • WARNINra SK'sNS TO BE C OMIQiS10NS WHEN THE SEDIMENT WS ACaNA1NJITED TO ONE-FIALF THE DESIGN DEPTH aF 7FIE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN • THE SIZE OF EACH SIGN ro eE coHSrnuc~ of owwc~ Pa~~E u~~ ws~u sr~ 7621 PURFURY RD. STE.201
O -r ---i----------~-- JB 10 JB 10 - JB 9 416.41 409.40 410.92 ~ 15.00 T~ 0.5U=~ 304.21 ~ ~ A OESIGNA7ED dSPOSAL AREA AND REPUICE THE CONTAI~IA?ED PART OF THE gtAVEI FACM~Ifs. ? SIGNS ARE TO 8E PIJ4CE CHECK THE STRUCTURE FOR QNYMr(,'E FROM EROSION OR PIPM~C. PERIODICALLY CFIEp( THE OEPRI OF 7ME SPILLWAY TO ENSURE R ~S A MMdIMUM • PLACE SIGN AT FJYCH EN OF i.b iT BELOW 1HE lOW POINT OF 1HE EI+IBMIKMENf. NNMilEED1AATELY FlLL ANY SEITLEMEI~R OF TFIE E~IBANICNENi TO SLIGHRY ABdVE DESIGN 200 ON-CENTER THERE QRADE. ANY RIP RAP DISPVrCED FRaM 7HE SPILLWAY MUST 9E REPI.AiCm IwM~DIAIELY. • FOR TREE PROTECTION VAY STABILIZE 1HE EM&WKMENT /1ND ALL DISTURBED AREAS ~IBOVE THE SEDWENT POOL M~ DOMINSTREAM FROM 7HE TRAP IMMEDIATELY AFTER PRIDE NO LESS THMI A.A. ~R~~CT10N wITH SEOWNG. • ATTACHED SIGNS SECURE SHEET 1 ~ 2 • MAINTAIN TREE PROTECTIO /1DOITIOWIL SIGNS MAY 8 STD. No. • INSTALL TREE PROTECTION ;H SIGN MUST BE A MINIMUM OF 2 FEET BY 2 FEET, ~ FUQUAY--VARINA, NC 27526
111 Ci 11 -.1B 10 ~ 415.26 _r.411.02~411.29+15.00 0.50 54.51 1.65 ~ ! C 11 2~CI 12 - CI 11 ~ 415.32 411.39 ~ 41~ 1.5 15.00 0.50 i 25.74 1.74 R~$I~N$ E PIJ4CE0 AT A MINIMUM OF ONE EVERY 300 LINEAR FEET. ~ ~iEC~TING~GTCH~BASI~N~E - ~VCH END OF LINEAR TREE PROTECTION ARFJ15 HND 6' MIN. CC~ER OVER SMR1+ 919-552-4845
CI 13 CI 13 - CI 4 396.62 ~ 388.55 391.99 15.00 1.84 186.85 1.5 ~ -~-----1 DATE DESCRIPTION z rHat~R. N CONTACT: JOHN CHANDLER
CI 14 CI 14 CI 13 t 396 62 392 11 +1-392 27 15.00 0.4~~ 32.70 j 1.47 f ' 4 96 DEI. EMERG. SPILLWAY YI 15 YI 15 - CI 14 397.42 r 392.37 392.78fi 15.00 0.50 j 81.76 ~ I 3.24 :CTION AREAS LESS THAN 200' IN PERMAETER, ~ iS THMI ONE SIGN PER PROTECTION UREA. 0~~ ~ EMAIL: [e-mail]
~ - ~ CI 18 --CI 16 - Ci 6.-- 397.28 _ _ ~ _ 391.12 393.03+15.00 2.55 74.85 7-- 2.17 and ADD NOTE G.M.A. -r-----I--------.~._._~~-- ~ REDLY T~FENCE~~O DOURARTIOW OF PROJECT. TEMPORARY SILT FENCE
~ (CI 17 ~~_CI 17 - CI 6 ~ 396.83 391.12 392.5015_00 1.40 98.86 1.55 iv CI 18 CI 18 - CI 17 ~ ~ 397.00 392.60 _392.75 ~ 15.00 _ 0.5- 8 t 25.89 - 1.94 > MAY 8E REQl11RE0 BASED ON AiCiURl1L FlELD CONDRIONS. LANDSCAPE ARCHITECT
---------------I--_-------~------ ~1 ---t p i C119 CI 19 - JB 8 408.33 403.66 ~ 403u 92 fi 15.00 0.50 I ~ 52.97 1.74 OTECTION FENCE ~c SIGWuGE PRIOR TO CAWNG FOR THE INSPECTION. ELAM, TODD, d'AMBROSI
CI 20 CI 20 - CI 18 408.51 7~ 404.02 4W.15 15.00 0.50 i 25.78 1.74 CI 21 CI 21 - JB 8 t 407.54 I 403.66 403.97 15.00 0.50 61.80 1.65 ~ GRAVEL ~c RIP RAP FILTER BASIN 4.~3 + HOOK FENCING TO PI~FO TREE PROTE f SPILLWAY CONSTRUCTED O'VER '0 PI~FOR11E0 CHANNELS ON STEEL POSTS. 2880 SLATER ROAD. STE. 200
t 0122 ~ CI 22 - CI 21' ' ~ ~ 407.7U-- - 404.07 ~~404.20 ~ 15.00 0.50 ! 25.80 1 74 -r----------~ MORRISVI~, NC. 27560
j CI 23 ~ CI 23 - JB 9 413.18 409.40 409 54 15.00 0.~50 _ 28.13 1 65 ' CI 24 CI 24 - CI 23 ~~413.19 409.64 i 409.88~ 1~5~.00~ 0.51 f 47.23 1.74 'OTECTION FENCING DETAIL RIP-RAP DISSIPATOR PAD DESIGN TA6LE 919-481-2021
CI 25 CI 25 - JB 9 413.07 rt 409.40 409.54 ~ 15.00 ~U.50 28.02 ~ 1.74 CONTACT: MICHAEL LEIGH
SCI 26 CI 2B - CI 25 ~ 413.28 ? 409 6/409.85 15 00 0.50 42.19 ~ 1.84 - _ -r-~ ---~-.N_,. F------ 7---- CI 27 CI 27 - JB 10 415.34 411.02 411.32 15.00 0.50 59.46 1.74 NOTES: LOCATION RE UIRED PAD EMAIL: [e-mail]
' --i------°---______I-__ - _ --i--- ---I-----» j~ CI 28 CI 28 - CI 27 415.40 411.42 411 84 15.00 i 0.46 25.84 1.74 _ -CLEAN SEDIMENT FROM BA YI 7A ~ YI 7A - CI 7 396.52 ! 393.96 394 27 15.00 0.49 I 62.72 3.24 ACCUMULATION CAN BE SE CI 30 CI 30 - FES 30A ; 388.75 ~ 377.20 383.29 24.002.36 ~ 258.00 ~ i.ss POOL LEVEL. tOM BASIN WITHIN SEDIMENT aPa~ww~ ~ ~ FES 43A 9 X 1 S X 18 CLASS B
BE SEEN AT THE PERMANENT FES 30A 6 X 12 X 18 CLASS B
r----- r----•-------T----- ~ 0 ~ C13'I.~ CI 31 - C130 396 87 383.79391.35 18.00 2.56 295.77 ~ 1.~ sEO~r ~ww SED BASIN ~ 1 FES 101 6 X 12 X 18 CLASS B
Q ~JB 32 I ' A- T~ -----I- _-------r-_-~~~~ ~ v - --JB 32 - CI 31 ~ 398.54 391.45 ~ 392.34 18.00 0.50 179.17 CI 33 _ CI 33 - JB 32 -~1 ' 398.83 ~ 392.59~ 393.21 ~ 15.00 f 0.51 ~ 122.59_ 5.82 0 X DIMENSIONS ELEV X 1 X 18
N CI 34 CI 34 - C133 1 T 397.90 ~ : 393.31 1393.9~8 15.00 0.50 ~ 135.01 J_ 1.74 r CI 35 CI35_CI34 388.U0 ----394.08_ 394.21 ! 15.00 ~ 0.50 25.99 ~ 1.74 ~T~ ~ TOP OF DAM WIDTH IN CUT N A F 103 'X 1 'X 1" C S B
n ~ rCl 36 CI 36 - C130J~388.75 384 04 384.50 15.00 1.41 32.51 1.74 ~ a~ a~a ANTI-SEEP COLLAR 2.25'x2.25' FES 1A 11'X28'X22.5" CLASS 1
~°y r CI 37 0137 - C131 396.58 391.60 391.84 I 15.00 0.50 i 48.47 4.17 C138 CI 38 - C137 396.57 391.84 392.07 15.00 0.51 25.66 1.74 . • ANTI-FLOATATION DEVICE CE 1 4 CYD F 10 6'X1 18" LASS B
Z ~ C139 CI 39 C131 396.39 391.60 391.98 15.00 0.49 76.98 ~ 1.55 , ~ ~ TOP OF RISER 24" CMP 364.5 F 1 "
~ ~ ~ C140 ~C140 - CI 39 396.47 ~ 392.08 392.21 15.00 0.50 i 25.78 + 1.74 ~ YI 41 YI 41 - JB 32 395.23 ~ T392.59 392.98 15.00 0.49 78.81JT 2.67 i . o - ~ OUTLET PIPE INVERT IN IN 15" CMP 358.0
j..~_._.. _ ~ ' _ C142 0142 - CI 33 398.86 393.31 394.61 15.00 1.76 74.06 1.84 OUTLET PIPE INVERT OUT ~uT ts" CMP 357.o LEVEL SPREADER DESIGN TABLE Drawn By, JJ PP: SH
JB 43 JB 43 - FES 43A . 385.01 380 00 380.23 24.00 0.50 ~ ~45.76 ~ CI 44 C144 - JB 43 t- 394.37 380.33 i 388.87 24.00 5.61 I 152.31 1.87 . ~ RIP-RAP DISS. PAD 3,75'x5'x9" TH CLASS A Checked By: SN PM: SN
= C145 CI 45 - CI 44 i 395.08 389.37 389.83rt 18.00 1.29 i 35.75 1.82 OUTLET DESIGN Q REQUIRED LENGTH
YI 46 Y116 - 0145 r 393.62 389.93 390.92 18.OU 0.72 137.24 3.1 - -----1-__.-.__.~.~~.___ ~ ~~y r CI 47_ --0147 - Y146 ~ 399.18 391.02 ~ 392.42 18.00 _ 1.02 1 137.~30~ 1.64 ~an~ aw FES 101 0,11 cfs 15 FT FES 102 0.62 cfs 15 FT Date: 2/01 /06 SW SN
a j CI 48 CI ~8^ C147 -L' 399.27 ~ 392.52 392.64 18.00 0.47 25.66 1.03 SEO BASIN ~2 FES 103 0.07 cfs 15 FT Proj : 2502011
~ j CI 49 CI 49 - CI 48 -1 398.72 392.89 393.1015.00 0.50~~41.93 ~ 1-74 CI 50 CI 50 - CI 49 ~ A03.87 393.20 393.94 15.00 0.50 ~ 147.00 1.27 _ DIMENSIONS ELEV FES 110 0.03 cfs 1
~ C151 ~ CI 51 - CI 49 A06.36 394.04 394.4815.00 0.50 87.82 ~T~1.67 ~ _ _ - - -4-____.~ WATER LEVEL QURIDIG Sl~OR1~+ -YI 53- ~ Y153 - CI 52 --r---- 398.80 -~l 394.8 395.29 13.00 0.5~0~.~. -96.80 2. 8 PLAN VIEW Revisions
~ ~ rt~gt ~EE~ ~ °F °iYi1 TOP OF DAM WIDTH o~oaconcx squwnr a.~v. ANTI-SEEP COLLAR 8' 362.0 2.25'x2.25' 6/15/07 LAYOUT REVISION
'Z5 - j-YI54_ ,YI54yY153-fi-~3'97:93)..I"395.39395.68 15.00 ~ 0.50 I---57.96-~~-2Y91 -r-~..____. cE - ~ j cYO SEDIMENT TRAP SGHEDUL~
CI 55 CI 55 - Ci 48 , 400.88 392.89 393.34 15.00 0.50 89.84 ~ 0.92 ~ ~u r YI 56 Y156 - CI 55 397.33 ~ 393 44 393.61 15.00 0.51 33.42 r 3.07 s~o~o~r STOw~ p ANTI-FLOATATION DEVICE ~o TOP OF RISER 24" CMP sso.os DRAINAGE REQ D Q REQ D BASIN WEIR
CI 57 ~ CI 57 - C149 . , ~.--398.72 393.20 394.47 15.00 _ _ 4.98 ---25.50 _ 2.42 . o00 °pQ ~s 2 '~2 ` ' OUTLET PIPE INVERT IN iN t5" CMP 354.0 BASIN # AREA VOLUME cfs S.A. DIMS. LENGTH
JB 58 JB 58 - FES 58 T ~ 374.03 ~ 370.00 ~ 370.3724.00 0.50 73.06 I I--.-..__ CI 59 CI 59 - JB 58 ~ 381.68 f 370.47 371.25 24.00 0.50 146.48 1.74 ° 4 °~o OUTLET PIPE INVERT OUT BUT t5" CMP 352.5 2A 2.53 AC 4,554 CF 6.4 2,800 SF 38'x76'x4'd 8'
CI 60 CI 80 - CI 59 381.68 375.68 376.03 24.00 0.50 24.01 1.84 ~ PMNTED RED q.EANO ~ ~ T______" °~a~`"~°~~ ~ ~"~T" 0iA1'' RIP-RAP DISS. PAD 3.~s'xs'Xs" TH CLASS A
r~ 1 CI 61 CI 61 - CI 60 382.66 ~ 376.03 376.68 ~ 24.00 0.50 130.61 0.92 ~~T~ SAY _ `--_~.~.r_ 1 2" HOLES APPRX 3' IN EACH r~ CI 82 ~ CI 62 - C161 383.86 376.78 376.99 24.00 0.50 I 41.75 1.27~~ / ~N Ica oursoe v~uEr 4 3.59 AC 6,462 CF 9.1 4,000 SF 45'x90'x4'd 10'
CI 63 CI 63 - C162 ' 387.30_+376.99 ~ 377.45 24.00 0.50~~--~ 91.70 2.27 ANTI- 4, ~ JB 64 JB 64 - CI 63 ~ 385.05 377.95 378.61 18.00 0.50 132.43 ANTI-FlAiATAT~N DEVICE OISS~ATOR PAD
~ FES 65 FES 65 - JB 64 ~ _ 361.34 _ 378.61 378.741 18--00 0.52 i 25.04 3.3 RIP RAP SED BASIN ~3 5 5.00 AC 9,054 CF 12, 6 5,659 SF 54'x 1 ~8'x4'd 12~
a r CI 66 CI 86 - CI 60 7 385.10 ~ 376.78 ~ 9.9 15.Od 2~.13._ --147.12 0.83 AMI-SEEP COU~IR ~ DIMENSIONS E~EV 6 2.13 AC 3,834 CF 5,4 2,396 SF 35'x70'x4'd 8'
v r _ CI 67 _ ~ CI 87 - CI 385.09 t_ 380.02 _.~380.84~ 15.00 4 2~ 24.56 6.12 o ~ CI 68 CI 68 - C162 , 363.96 ~ 377 74 378.80 15^00 - CROSS SECTION ~P TOP OF OAM WIDTH
j------- --._._____.___T._ REVISIONS Ci 69 CI 69 - C168 r~--- 383.49 ~ 379.OU ~ 379.21 T 15.00 IT 0.50 ~ 41.74 , 1.87 ~ r..._. 8' 394.0' 7 1 d7 A(~ 7 FdR (_F ~ 7 1 ~~d C~ ~a'..~st'..~',~ a'
Cl 70 CI 70 - Cl 69 383.71 T 379.31 379.46 15.00 0.51 i 29.60 5.07 FNII-JLLY I.VLL9R L.LO XL*LJ I ' . , , I ' .r. , I . . ~ 4- .i nvv nom' u' v ' J
c~ ,IB 71 JB 71 - FES 71378.14 371.50 373.64 t 18.00 2.44 87.63 _ ~ 26 ~ ~ Cl 72 Cl 72 - JB 71 385.88 373.74 380.26 18.00 6.17 1 105.61 6.45 NOTE: AFTER COMPLETION OF CONSTRUCTION, REMOVE SKIMMER AND ADD DRAWDOWN ANTI-FLOATATION DEVICE CE 1/4 CYD
Cl 73` ^CI 73 Cl 72 385.88 380.36 380.49 18.E 0.50 25.00 _ 6.45 ORIFICE PER STANDARD DETENTION POND DETAIL THIS SHEET. TOP of Rises 24" CMP 392.0
C174 Cl 74 - Cl 73 i 387.38 - 380.74 F-3-8--1.29 15.00 0.50 ~ 109.35 6.6 STD. No. OUTLET PIPE INVERT IN N 15" CMP 388.0 SHEET
` Cl 75 C175 - Cl 74 i ~ 387.38 381.39 381.52 15.00 '0.51 i 25.46 ~ 6.3 ~ YI 76 YI ~6 - CI 73 I 383.67 ~ 380.74 381 27 15.000.51 - ~ 104.78 3.92`J OUTLET BUT 15" CMP 387.5
RISER-BARREL SEDIMENT BASIN RP ~PIDISS. PADT OUT 3.75'x5'x9" TH CLASS A 02001 by ETd, PA. No portion of the drawou maybe isy be
40 _ STORM DRAINAGE SCHEDULE copied, reproduced, redrawn or modified without the writ consent of ETd, PA. be dilmn
fl N C-19
~ N ~ r

KEY PLAN
i
I
I c-2a
- - i
SLAM, TODD, d'AMBROSI
DC. 12" D!P URBAN PLANNING LANDSCAPE ARCHITECTURE
CNIL ENGINEERIIIG .LAND USE CONSULTING
` ~n ~ ~
MIN. STREET ~R OL 8" PVC ' ~ i ~ o
i , R BBI NS
_ ; & ASSOCIATES
2-8" 45 BENDS ~ ~ \ INTERNATIONAL
\ N/F GOLF COURSE DESIGN * MASTER PLANNIPTG
i ~ ~ ~ ~ WILLIAM ~ ~ PB ~ ~ PIN: 1 LIAM H. MOSS TRUSTEE C4NSTRUCTtON MANAGENIEN'T
i PB 88 7, PG 532 2880 SLATER ROAD, SUITE 200 MORRISVII..LE, NORTH CAROLINA 27560
I f TIE TO EX. 12" ~ ? ? \ ~ PIN: 1842-18-8966 ZONED: LI SA
!'ii; , OFFICE 919.481.2021
/ ~ ~ 12X8 RED - . / ~ ' '8 REDUCER E7C. IMPROVEMENTS ~ ~ ~ ~ ~ ~ ~i , , ~ FAX [phone] EMAII, [e-mail]
BY OTHERS ~
~ ~ ~ - .
` ~ \ SITE SUMMARY CA
~ - 1 1 OPfN ~ ~ ~ \ SPACE PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC JAMES T. MOSS
7.57 Ac \ ~ ~ WILLIAM H. MOSS. TRUSTEE
1 Xs /cROSs MOSS FARMS EAT, LLC Q = AL -
\ \ ~N` CLEMMONS & BERENTHAL KLEIMAN AAN
e ~ a P~uc ~ ? ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 1842-09-4303 ZONED R-8 70 /N0
/ \ \ \ 1842-14-2971 ZONED R-8/HB /He • G
~ ~ I ci 2~ t / ~ ~ \ \ ~ 1832-65-8449 ZONED R-8 \ 1832-97-7749 ZONED R-8
1 ~ re ~o ~ i ~ ~ 1842-18-7203 ZONED R-8
~ , ci~~~ ~ ~ 1 / ~ \ \ ~ 1842-14-6300 ZONED HB ~ ? ` 1842-15-9337 ZONED 0&1
\ TOTAL GROSS SITE AREA 187.80 AC" ~ ` ~ TOTAL SITE IMPERVIOUS AREA 24.75
~ ~ ~ / /
~ 1 ,y~N \ ~ \ OVERALL PLAN SUMMARY _ FRANKLIN GROVE
SnPF~ ~ ` ~ I. OVERALL PLAN
PHASE IV ~ \ ~ ` \ A. TOTAL RESIDENTIAL DWELLING UNITS 409 PHASE 1
i i ~ ` 1. 61' MIN. WIDTH LOTS 168
i ~ ~ i ~ ~ . R~~D (AUgl ~ ~ l / ~ ICJ ~ ~ / ~ 2. 51' MIN. WIDTH LOTS 243
\ \ ? ` \ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES ~ ~ ~ 408 UNITS X 20,000 SF = 187.79 AC
~ ~ a ~ ~ \ ` C. TOTAL OPEN SPACE 89.85 AC (47.84%)
~ ~ ~ ~ / ~ / ~ \ ~ D. TOTAL DENSITY 2.18 UNITS/AC
~ i ~ 8xs rEE
~ / \ / ~ / ~ ~ PHASE SUMMARY
/ \ \ I. PHASE I ~ ~ A. GROSS ACRES IN PHASE 44.03 AC UTILITY PLAN
PHASE II ~ ~ ~ ~ ~ \ B. PHASE OPEN SPACE 21.32 AC (48.42)
C. TOTAL UNITS IN PHASE 84
SUNBIRD i i ~ \ ~ 1. 61 ~ MIN. WIDTH LOTS 24
. Tyq CI 2 ~ l 2. 51' MIN. WIDTH LOTS 60 II. FUTURE PHASE II
i , ~ / ~ ~ A. GROSS ACRES IN PHASE 7 638AAC 26. 49'
(pU$LI~~ xs CRO55 ~ B. PHASE OPEN SPACE C ( 2 e) CLIENT
v-v vrwo / 1 ~ ~ C. TOTAL UNITS IN PHASE 100
C~ 26 ~ / 8"PL~, / ~ / 1. 61' MIN. WIDTH LOTS 47 DO ALLEN HOMES
/ ~ / ~ ~`4J~'~?Ic ~ 2. 51' MiN. WIDTH LOTS 53 812 MORREFIELD PK.DR.STE.812
~ ~ CI 23 JB 9 ~ ~ cj III. FUTURE PHASE III RICHMOND, VA 23236
/ ~ RcL.~ A. GROSS ACRES IN PHASE 59.88 AC 804-323-1362 CONTACT: DICK PATON
I / / ~ ~ i (A~BLIC~ C. OTALE UNPTS NPPHASE 92.46 AC (60.89%) EMAIL: [e-mail]
8" PL 1. 61' MIN. WIDTH LOTS 29
~ ~ CI 25 ~ / / str l ~ l NBI~,D ~ ~ ~ \ 2. 51~ MIN. WIDTH LOTS 63 ENGINEER
y (p ~ ~ / _i v IV. FUTURE PHASE IV ELAM, TODD, d'AMBROSI
U L jCJ / ~ A. GROSS ACRES IN PHASE 54.81 AC 2880 SLATER RD. STE.200
~~y ~ B. PHASE OPEN SPACE 24.44 AC (44.599b) C. TOTAL UNITS IN PHASE 133 MORRISVI~, NC 27560
/ , / ~ a a~ 1. 61' MIN. WIDTH LOTS 66 919-481-2021
_ / ~ / 2. 51 ~ MIN. WIDTH LOTS 67 J CONTACT: SAM NYE
~`v / ` ~ NOTES EMAIL: [e-mail]
Q \ / / - ~ ~ ~ ~ "TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITIONAL TIONAL SURVEYOR
/ ~ / ~ / \ ~ PROPERTY, EASEMENTS AND REZONINGS IS THE RESPONSIBUTY OF THE DEVELOPER. LOPER.
/ ~ ~~y~" l / / ~ ~W r ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC f ~ IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 44.22.07 AC JH CHANDLER & ASSOCIATES 4.22.07 7621 PURFURY RD. STE.201
~ ~ ~ Q~ / ~ ~ l' 8Y ETd WITH A 9000 SF RECREATION CENTER WITH POOL AND PARKING.
/ ~ \ FUQUAY-VARINA, NC 27526
o ~ 4 ~r ~ / ~W ~ 1. ALL FIRE HYDRANTS & GATE VALVES SHALL 8E MANUFACTURED BY CLOW. 919-552-4845 CONTACT: JOHN CHANDLER
~O 2. ALL BRASS FITTINGS SHALL BE MANUFACTUREQ BY FORD. EMAIL: [e-mail]
\ ~ \ ~ \ 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. 4. ALL GATE VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT SECTION.
~ N / ~ / ~ 5. CONCRETE COLLARS REQUIRED AT ALL VALVE BOXES. LANDSCAPE ARCHITECT
~ ~TALU~A ' ~ / l ~ \ 6. ALL VALVE BOXES SHALL BE SCREW-TYPE ADJUSTABLE. ~ 7. STANDARD WATER METER BOXES (MBX 2 18" CAST IRON` OVAL W/SOLID LID) D) ELAM, TODD, d'AMBROSI
g ~A y ~ 20 8x8 CROSS ~ ~ 8. WATER SERVICES - 1 " TAPS WITH 'Y" TO (2) 3/4 SERVICES ('METER BOXES LOC ~ AT/OR NEAR R/W MIN. 3' & MAX. 5~ FROM PROPERTY CORNER) (ES LOCATED 2880 SLATER ROAD. STE. 200
/ ~ ~ ~ / MORRISVILLE, NC. 27560
~ / / 9. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 919-481-2021
~ A / / ~ \ ~A'J~'STI 1 WATERAR N SAS ALLEGE DIPEOR CE 00 ~~DIS 50M DRRS) CONTACT: MICHAEL LEIGH
C1 22 ~ l c clRc'L~ i / 12 WATERRETE L NLE CKS REQUIRED UNDER ALL GATE NAIVES WHEN INSTALLING C-900 C-900 EMAIL: [e-mail]
8~ PLUG ~ JB 8 / / ~ HATER LINE.
CI 1 / / / ~AU~LjC,~ 14. SERV CE S~ADD ES RETEREQUIREO FOR A~LL'TAPSWONNCIN900L WA ER L NE. WATER L / 15. ALL WATER LINE CROSSING UNDER STORM DRAIN SHALL BE DIP.
~ ~ ~ PST 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
17. WATER LINE MIN. BURY DEPTH IS 4~.
g~ l ~l ~ / CI'21 ' , . `QLU~1A ~,AY p ; . / / ~ 18. Ii~ATER LINE SHALL NOT BE UNDER PAVEMENT SECTION, CURB & GUTTER, OR / / SIDEWALK. OR
o ! 8" PLUG (UgLIC~ n~ ' ~ 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS OF IS OF
/ / / ~ ~ CORNER LOTS (MAX DISTANCE BETWEEN HYDRANTS IS 1.000')
D18 / 20. PUBLIC UTILITY EASEMENTS SHALL BE RECORDED IF METER BOXES AND/OR HYDR / ~ ~ ARE SET OUTSIDE THE PUBLIC R/W. Z HYDRANTS
o / ' ` ~ ~ v
~ ~ ~ 3 , ~ ~ i ~ i ~ ~ EXISTING CONDITIONS NOTES
i ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY FROM A DIGITAL SURVEY \ ~ PROVIDEQ BY C~H, PA. WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLAN ~ ~ SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. RVEY Drawn By: JJ PP: SH
~ ~ ~ Q WETLANDS Checked B3r..SN PM: SN
~ ~ / ~ R an?? wa.~ ~ Date :2 01 06 SM: SN
a~ ~ ~ ~ LEGEND Proj#: 2502011
~ `
~ ~ ~ / PHASE , i ` \ ~ \ ~ ~~~~EXISTING PRQPERTY LINE Revisions
6/15/07 LAYOUT REVISION
~ ~ YI 7A + l ~ ~ ' ` ~ - - ADJACENT PROPERTY LINE
~ ~ ~ ~ ' 64 ~ ~ _ 2" BLOWOFF ASSEMBLY
~ 8x6 TEE ' 1 65 ~ 8" GVdcB . • • ' ~ STREAM BUFFER ZONE
t-s"cvara ~ 66 ~ - - - - - - UTILITY EASEMENTS
i~ 8" P~.UG 8x8 CROSS / 3-8"GVerB / 67 i ~ ` ! ~ ~ 1 67 DETENTION ~ 6tAS1N
~ ~ CI 6 -F • 100 YEAR FLOOD ELEVATION
r ~ / ~ 68 ~ ~ ~ 84 MH X24 ..J~
~ 1 ~ ~c~, ~ ~ ~ ~ ss WETLANDS AREA
,pia CI 16 MH x{'39 p`~~L' jjR P, l / ~ 7 g 1 ~ U8~C 70
OPEN / ~ YI 54 ~ ~ i ~ f 9. R3CA ~ STREAM BUFFER AREA
N DIP W/L 8 s TEE ASR REL MANHOL tg ~ 1-6"GVdcB • 51KtAM5/FUNDS
AIR RELEASE 71 8
MANHOLE $3 6"GV&B / ~Yl 53 \ ~ l 59 AIL
RETAINING WALL e X2007 by ETd, PA. No portion of the drawings may be S"I--!,ET
MH X38 0000 i CI t copied, reproduced, redrawn or modified without the written O ~0 1~0 la0 p
to Ir to 63 ~~,?B 58 consent of ETd, PA.
lk & 9C~1~ l~OR~OliT11L 1" = 00' C~20
a r;, 0
D

~ ~ ~ ` ~ ~ ~ i / 1 ~ KEY PLAN
i ' ~ ~ ~
~ i ~
~ 3 ~ i ~ ~
/ a / ,
- ~ ,
~ RETAINING WALL ~ / ' ELAM, TODD, &AM13ROSI
CI 7 / ~ i ~
~ URBAN PLANNING LANDSCAPE ARCHITECTURE CIVIL ENGINEERING • LAND USE CONSULTING
~ ~ I, PHASE II ~ ~ ~ C-21
~ ~ ~ ~ YI 7A i
~ 64 I ~ 2" BLOWOFF ASSEMBLY
~s rEE ~ ~ 8" GVdcB ~ &ASSOCIATES
t -6"GV~re 1 65 ~ 66 INTERNATIONAL
8x8 CROSS 8 P~~ 3-8"GV~e I ~ 67 ~ . ~ ~ / ~ ~ s8 ~ ~ 1 67 ~w°" ~ GOLF COURSE DESIGN * MASTER P U CONSTRUCTION MANAGEMENT
~ I CI 8 . 2880 SLATER ROAD, SUrM 200
t ~C p / , ~ ~ / r 84 MH X24 MORRISV ELLE, NORTH CAROLINA 27560 SA
69 1 1 s MH ~ qR~ DR ~ ~ ~ 70 C~ ~ 7 (pUB~C) / ~ OFFICE 919.481.2021
OPEN FAX [phone]
YI 54 ~ ~ ~ SPACE EMAIL etd a?eWp&com
8 DIP W/L 71 / \ ~ 19.63 Ac
~ AIR RELEASE / SE ~ ~ 8x6 TEE
8x6 TEE ~Hp~E 1-6"GVdcB ~ 83 t-s"cv~B / \ ` / 59 ~ SITE SUMMARY
C! 6 / / ~ YI 53 PROPERTY OWNERS: FRANKLIN RESIDENTIAL PLC CA Rp
~ REfAlN/NG WALL 8 ~ ~ , JAMES T. MOSS
MH ~ 63 ~ ~MH ~ ~ \ CI 6 ~ ~ WILLIAM H. MOSS, TRUSTEE ~ MOSS FARMS EAT, LLC AL
/ ~ ~ JB 58 FES*10~A CIEMMONS & BERENTHAL KLEIMAN AN loop "ft
~ 62 72 OPEN 82 ~ ~ SPACE ~ ' . ~ 1 52 .69 Ac ~ WET ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 .00 lll~ 1-1 00 60 <
~S ~ DETENTION ~ 1842-09-4303 ZONED R-8 BASIN ~3 1842-14-2971 ZONED R-8/HB 'HB
~ 61 60 ~ / ' S9 ` ~ . ' ~ . ' a; ~ 19 ~ ~ 1832-65-8449 ZONED R-8 S W.
FES 65~c \ 1832-97-7749 ZONED R-8 SPREADER 1842-18-7203 ZONED R-8 l!/11111
~ ~ 58 C1 5 t 51 H X37 73 JB 64 $ ~ ~ ~ ' / ~ ~ ~ i ` ~~RETAINING WN1 \ / 103 1842-14-6300 ZONED HB
1842-15-9337 ZONED 0&I
~ / 1 ~ TOTAL GROSS SITE AREA 187.80 AC*
' ~~R~~~ < TOTAL SITE IMPERVIOUS AREA 24.75 \ ~
74 . ~ ' ~ 18 \ I I OVERALL PLAN SUMMARY
~ ~ ~ 57 ci C! 5 ~ t~ KL-IN-- GROVE
11 S0 c, s ~ ~ _ ~ ~ 78 ` \ Ci 62 n 17 ~ ` \ ` - / I. OVERALL PLAN A. TOTAL RESIDENTIAL DWELLING UNITS 409
i . 61' MIN. WIDTH LOTS 166 PHASE
C/ 4 ~ ~ ~ 7 \ / 2. 51' MIN. WIDTH LOTS 243
OPEN 56 ~ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
SPACE 56 ` 77 ` Ct 6 H X23 ~ 8x8 TEE 408 UNITS X 20,000 SF = 187.79 AC
.86 Ac ~ 76 2-8"cv~B - ~ y~~~ C. TOTAL OPEN SPACE 89.85 AC (47.84%)
~ i ~ ~pTM D. TOTAL DENSITY 2.18 UNITS/AC
aps 0 ~~~T PHASE SUMMARY
/ S5 55 MH C1 68 1 ~0 1 CI 6 16 ~ I. PHASE
f ~ RETAINING i AWING WALL FH A. GROSS ACRES IN PHASE 44.03 AC UTILITY PL
8x6 T£E 34 B. PHASE OPEN SPACE ~ 21.32 AC (48.42%)
~ ~ ~ C. TOTAL UNITS IN PHASE 84
YI 15 ~ ~ / CI 4 CI 57 1-6"GVdc ~ 1. 61' MIN. WIDTH LOTS 24
11 ~ ~1 ~ 54 Sap 36 35 1 ~Y ~ rj , 2. 51 ~ MIN. WIDTH SOTS 60
CI 1 ~ ~ S7 ` vr3 a~_ C~ 4 37 ~ ` ~ II. FUTURE PHASE II A. GROSS ACRES IN PHASE 7 638ACC 26.24%
~ \ _ R. PHASE OPEN SPACE C CLIENT
\ ` ~ 51 ~ ` , ~ ~ C. TOTAL UNITS IN PHASE 100
1. 61' MIN. WIDTH LOTS 47 DO ALLEN HOMES 812 MORREFIELD PK. DR. STE.812
MH 35 8x8 TEE ` 39 38 Y1 76 ~ 2-8 GV&B ` ~ ` \ 2. 51~ MIN. WIDTH LOTS 53 RICHMOND, VA 23236
~ ~ ` 5O ` ` USytC AIR RELEASE 49 ~ ` ~P CI 4 ~ 4O ~ ~ , ` ` MH ~22 14 FUTURE PHASE III H X22 ~ B. PHASE OPENS SPACE ASE 36.46 AC (60.89 ) 804 - 323 -1362
~wNr~o~ ~ sxs CROSS EGA s 5 8x6 TEE ~ ~ CONTACT: DICK PATON
3-s~cv~re 8 D i-6"GVdcB ~ ~ ~ C. TOTAL UNITS IN PHASE 92 1. 61' MIN. WIDTH LOTS 29 EMAIL: [e-mail]
M 42 41 ~ 33 , v ~ ~ 2. 51' MIN. WIDTH LOTS 63 ENGINEER
~ ~ Ci 42 ~ / 1 a IV. FUTURE PHASE IV
8~C6~ 8~ D/P W/L 44 } ` 43 ` ` ~ ~ ~ MH X21 8" DIP W/ tELEASE ~ ~ ~ 32 CI 73 ELAM, TODD, d'AMBROSI
i-6"GVdcB DIP W t A. GROSS ACRES IN PHASE 54.81 AC B. PHASE OPEN SPACE 24.44 AC (44.590 2880 SLATER RD. STE.200
A?R RELEASE 45 ~ ~~LE SOLE ~ i ~ Cf 72 Z ~ 3 I / C. TOTAL UNITS IN PHASE 133 MORRISVI~I NC 27560
31 ~ a ~ ~ 30 ~ ~ / ~ ~s t 1. 61' MIN. WIDTH LOTS 66 919-481--2021 CONTACT: SAM NYE
46 ~ ~~-s gx6 jEE l app yE,gR 2. 51' MIN. WIDTH LOTS 67 ~t-s"~v~ce E NOTES EMAIL: [e-mail]
~ ~ ~ ~ / ~ ~ 29 ~ C? ~4 ~ ELEVATION
MH X36 \ 47 ~ q c ~ / "TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITIONAL PROPERTY, EASEMENTS AND REZONINGS IS THE RESPONSIBLITY OF THE DEVELOPER. TIONAL SURVEYOR TOPER.
~ ~ 2s ~ 8 ~ \ \ ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC AC JH CHANDLER & ASSOCIATES
CI 48 ~ ~ ~ ! 3 ~ JB 71 ~ / IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 04.22.07 4.22.07 7621 PURFURY RD. STE.201
i ~ • ` 27 ~ BY ETd WITH A 9000 SF RECREATION CENTER WITH POOL ANO PARKING. FUQUAY-VARINA, NC 27526
~ ~ 17s 8" ~C ~ UTILITY NOTES: 919-552-4845
PLUG ~ Yl 4 f ~ ~ ~ ` 26 C! 45 12 MH ~}'2 ` 25 2 20' PUBUC 1. ALL FIRE HYDRANTS & GATE VALVES SHALL 8E MANUFACTURED 8Y CLOW. DRAfNAGE 2. ALL BRASS FITTINGS SHALL BE MANUFACTURED BY FORD. CONTACT: JOHN CHANDLER
1 EASEMENT 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. EMAIL: [e-mail]
~ ~ , ~ \ 4. ALL GATE VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT SECTION. • 5. CONCRETE COLLARS REQUIRED AT ALL VALVE BOXES. LANDSCAPE ARCHITECT
~ 24 ` MH ~31 MH ~20 ~ ~ ~ p~P ~ 11 ~~S 6. ALl VALVE BOXES SHALL BE SCREW-TYPE ADJUSTABLE.
_ ~ ~ / 23 ` 23 ~ ` ~p,~ytC~ ~ 10 ~ ~ 7. STANDARD WATER METER BOXES (MBX 2 18" CAST IRON OVAL W/SOLID LID) ELAM, TODD, d'AMBROSI
~ S. WATER SERVICES - 1" TAPS WITH 'Y" TO (2) 3/4 SERVICES (*METER BOXES LOC \ w AT/OR NEAR R/W MIN. 3~ & MAX. 5~ FROM PROPERTY CORNER) IS LOCATED 2880 SLATER ROAD. STE. 200
g ~ ~ ~ 0 22 ~ ~ ~~Egg Ug~ ~ 4a 9 ~ ~ ~ / ~ 9. ALL WATER SERVICES SHALL BE TIPE K SOFT COPPER. MORRISVILLE9 NC. 27560 919-481-2021
/ 10. STANDARD WATER METER (NEPTUNE T-10 DISC METER) CONTACT: MICHAEL LEIGH
~ ~ ~ ~ 2, ~ MH X32 ~ $ ~ ~ ~ ~ 6 T~ \ ` I S~ Pv\i / / \ / / ~ ' 11. WATER LINES SHALL BE DIP OR C-900 (C1.150, DR18) / r, 12. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN INSTALLING C-900 C-900 EMAIL: [e-mail]
~ WATER LINE.
~ ~ B 3 ~ ` ~ ~ WET 13. TRACER WIRE AND WATER LINE TAPE REQUIRED WHEN INSTALLING C-900 WATER U D~TENT/ON ~ 14. SERVICE SADDLES ARE REQUIRED FOR ALL TAPS ON C-900 WATER LINE. VATER LINE.
~ ~ ~ ` MH ~3 8" ~ 1-6"GV~@ 7 ~ ~ / BAS/N x'10 ~ 15. ALL WATER LINE CROSSING UNDER STORM DRAIN SHALL BE DIP.
AIR RELEASE \ ~ ~ ~ RlSER~ 11 MANHOLE ~ ~ ~ 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
s~ ~ , ~ ~ ~ ~SER~110 ~ \ ~ 17. WATER LINE MIN. BURY DEPTH IS 4'. \ ~ 18. WATER LINE SHALL NOT BE UNDER PAVEMENT SECTION, CURB & GUTTER, OR OR
~ ~ 8" DIP W/L 6 / ~ MH ~ 19~ \ ~ SIDEWALK.
~ ~ ~ 5 \ / , \ 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS OF ~ ~ CORNER LOTS (MAX DISTANCE BETWEEN HYDRANTS IS 1,000') IS OF
D,g ~ \ ~ 3 \ 20. PUBLIC UTILITY EASEMENTS SHALL 8E RECORDED IF METER BOXES AND/OR HYDRA FES~110A ARE SET OUTSIDE THE PUBLIC R/W. t HYDRANTS
~ 4 ,
a~ ~ ~ ~ ~ ~ ~~sEwE~~ ENr ~r ~ EXISTING CONDITIONS NOTES
' \ ~ 4 ~ ~ 3 ~ ~e a3 / / LEYEL ~ + SPREADER " ~a - 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN 8Y FROM A DIGITAL SURVEY RVEY Drawn By: JJ PP: SH
~ \ ~ C! 3 ~ 3 8xG TEE ` 2 ~ ' ~ / J ` / / 110 PROVIDED BY CLH, PA. WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLAN ~~c SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. WETLANDS Checked By: SN PM: SN
~-~S ~ / /
n ~ / / O~ ` 1 / ~ / Date: 2/01/06 SM: SN
r L~ ~ LEGEND Proj#: 2502011
N ~ VRVJJ \ / \ JB~f01A~ ~~~~EXISTING PROPERTY LINE
3 8"GVdtB ~ ~ ~ , i i F Revisions
~ ~ / RISER~101 / \ f l~_ f:~~; - - ADJACENT PROPERTY LINE 6/15/07 LAYOUT REVISION
WET / / H ~ ~ 8 f - - i DETENTION / /
~ BASIN f i I / ' ~ / LEVEL /f f ' STREAM BUFFER ZONE
~ 1 I SPREADER r
a G \ / ~ tot ~i - UTILITY EASEMENTS
I~ ~ . X; ' f~' -F-i BUILDING/PROPERTY SETBACK
~ \ y c~ FES 3QA OPEN ~ ~ • ' ' / / ~ \ ~ ~ ~ .,a. ~ ,u~ ,u~ ,u~. .~u. ~ ' ~ .s
'z' a SPACE / / ~1'/ ~~4~ ` . ~ ~-YF ~ WETLANDS AREA
19.63 Ac / ~ ^ / ~ ~
~a ~ / ~ b - PHASE III ~ ¢ ~ fh~ ~ ,may r~'; STREAM BUFFER AREA
s ~ ~ ~ / FES~101C~
. ~~C'v ~ , ; x STREAMS/PONDS
Lea
O.S.
.50 AC. \ \ DRAINAGE1C ley, ,'o
EASEMENT SH.ET
~r X2007 by ETd, PA. No portion of the draw~~s may be 0 80 120 180
copied, reproduced, redrawn or modified without the written w
Alk Ilk consent of ETd, PA.
ILI ;cr 3 , , 4L SCALE: HORIZONTAL 1" = 60' C-21
'rte

` 1 4~ ~ \ , ~ J ~ SPREADER
~ 13 131 ~ ~ 2 - / ~ 8x6 TEE 1f0
~ 1-6"GV~tB ~ ~ ~ i ` ~ 8« S 43A /
/ PLUG ~ ~
• ~e fofA ~ , J
8 CROSS ~ ~ 3 8"GV~B / ~ ~ h, a,\ ?K ~ • rw lit yy,, ' ~ ~
i RISER f 0 f / ~ .,F I~. ,,r. .yl • ~ .h. •c~ SLAM, TODD, d'AMBROSI
\ ~ WET~~ . H f 8 ~ F . F E URBAN PLANNING LANDSCAPE ARCHITECTURE CNIL ENGiINEERIIIG # LAND USE CONSULTING
DETENTION B~4SlN ~1 1ON i 'r' ~ e
1 F LEVEL ~
• P R R . °~.1 "y i ~si
'Z. f01 , ~ BBINS
FES 30A ~ cv OPEN ~e fora ~S 30A / ~E. ~ ~ ~ / & ASSOCIATES
~ SPACE b ~ PHASE III ~ ~ ~ rs.s3 ~ / t ~ INTERNATIONAL
a ~ r~ ~ 'Y f GOLF COURSE DESIGN # MASTER PLANNING
~ h h y CONSTRUCTION MANAGEMENT 2880 SLATER ROAD, SU1TE 200
~ c / f~ES fOfC J~ t ~ f r• ,4 / J MORRISVII.,LE, NORTH CAROLINA 27560
~r ~ / ~ / n r x : / ~ ~ ~ ~ 314 r i •f - r 'ti ~ / / . , T. , t / J SA
OFFICE 919.481.2021 FAX [phone]
O.S. ~ ~ 20' P ~ ORAINA ~ ` .50 ~4iC. ~ ~ ~ EASEM ice/ / ~ ~ .20 PUBLfC 4-~ . \ v ~ ? ' 4' ~ EMAIL [e-mail]
DRAINAGE 4t EASEMENT
`.t /l.
y ; s' % 1 n / ' ~i ' l r' r r' n + ~ / 'fir •i ,ri,/~\~ ~
~c ~ • ~ A r x ~ % : ' a. r f•. f ? ~ ~ ~ FRANKLIN RESIDENTIAL LLC CA
CI 30" ~ ~ ~l / ~X ~ n r•, / 4 . S~ `.r A ~ PROPERTY OWNERS. ~ ~ ' ~ r JAM T. M i ES OSS
\ 8x8 TEE ~ a ~ ~ .t. . ~ ; WILLIAM H. MOSS TRUSTEE i . ~ ref ~ 3
~ ~ `CI 3 2-8"GVdc6 ' `t t \ . ^ x ~ f `~.,A. . \ ~ . ~4 ~ L ~ .~t .'1 MOSS FARMS EAT LLC :-~••r.~ r ~ a CLEMMONS & BERENTHAL KLEIMAN AL ]MAN = 0 1
H f 7 . ;r . ..i ~ ' . ,r ~ ~ - PIN N MBER , 1842-07 9181 ZONED R 8 ~ U S
~q \h' ~ k Ji l r, y'! ~ J, - . 1842 09 4303 ZONED R 8 r' ~ ON~
~ ~rt r r ~L ~ ,t ~ f~~` r - 1842-14-2971 ZONED R-8 HB f 'y. ~L v, ~ - - • 1832 65 8449 ZONED R 8 8/HB ~ s ~''~SqN W.
.t ••r / ~~~((r . = ; , 1832-97-7749 ZONED R-8 _ 8 list
` ~ 1\ 1'1 ~ • ` ]11{L / ~111c sYtr. ilJc ~.Illt ~k ~dlt. ~t _ ~ y~ ~ ~ , 1~ . 1842-18-7203 ZONED R 8 f 1~ ~ ~ 1 4 -14- N H / . • ~ 8 2 6300 ZO ED B 8
\ ` \ / ~ ~ t , . ~ . ~ 1842-15 9337 ZONED 0&I
~ \ ~ , TOTAL GROSS SITE AREA 187.80 AC
x f { i ~ \ x/ ~ 24, 75 9 . . , T TA IT IMPERVIOUS AREA OLSE r ~ r\.~` I•• • r\ ~
/ \ / \ \ idlc slk ~Ik ~dl~ iillc ~lllc ji , ,r : • ~ \ : . / ~ / I (J ~ r ,
e'` ~ , X i ~ :t,; _ FRANKLIN GROVE
~ ~ ~ / \ . ~ %X~ ~ ; • . , I, OVERALL PLAN x ~ ~ , ~ i
~ ' A, TOTAL RESIDENTIAL DWELLING UNITS 409 , ' 1 k ~ ~ 1 1 MIN. WIDTH LOTS 166 .s PHASE 1
J \ \ . ~lt~c ~lllc ~dlc. ~ ,r ~ t ~ ~ r ~lllc ~llc ~Ic ~ ; v v' ~ \ ~ x ~ \ r Y, ~ . . ~ • ~ • : MiN, WI TH LOTS 2. 51 D 243 ; ~ ;
\ , 5• \ : . • . • ~ ~ : ~ . B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
~ ~ ~ ~ r ~ ~ \ t:~ y,~` I ' ~ ,Y I \ ! r `1 t ~ / t ~y ~ / ~ S' ~ ~ 1 408 UNI S 20 00 8 . 9 C ~ ~ , f .
\ \ ~ ~ _ ~ / ~ ~ r~ OPEN ~ ~ ~ \ ~ f ~C•,v ; r ~ C. TOTAL OPEN SPACE 89.$5 AC 47.84 .
\ SPACE ' ~ ~ TY 2.18 UNITS AC D. TOTAL DENSI ; , • ~
/ ~ ~ fix' r' •
~ ` \ ~ ~ ~ ~ ~'t f ~ i \ •J / . I. PHASE I r"
~ ~ ~ X \ : ~ ' ~ A R IN PHASE 44.03 AC A. GROSS C ES UTILITY PLAN
~A / lC J_ ~ \1 ' ~ r \ ~ 1 J \ l'\ \ ~ ~ ~ . ~ f y'' .i / • ~ 21.32 AC 48.429 r ~ 6r PHASE OPEN SPACE
s ~ / I~ r ~ / ` ~ ~ , 1Y \ , X 4 .'t t A / f"' C. TOTAL UNITS IN PHASE 84 1, 1 MIN, WIDTH LOTS 24 6
X ` y ~ ~ , MH 16 - ~ • ~ ~ ~ 1 MIN, WIDTH LOTS 60 2. 5
~f MH ~4 ~ \ ~ \ / ~ \ ,lic ~ ~ ~ ~ k ~llc ~Ilc aVlc ~ \ II, FUTURE PHASE II
~ C i t l / ~ ~ f \ A, GROSS ACRES IN PHASE 29.08 AC 7.63 AC 26.249
1' \ !t t _ ~ pf IAIA STaTlnu nFSIrNFn ~l ~ ~ ~~.k , ~ _j~ ~ ~ << . B. PHASE OPEN SPACE CLIENT
_ ~ \ \ / ' 1 ` AND PERMITTED BY ~ ~ J ; • r ; . ~ 'Y a: r, J I G. TOTAL UNITS IN PHASE 100 DO ALLEN HOMES
~ ~ \ r H e~ uPcHURCI~ANO 0 ~e J . ! 1. 61 MIN. WIDTH LOTS 47 812 MORREFIELD PK. DR. STE.812
~ i i \ ~ ~ ~ ,r , 2. 51' MIN. WIDTH LOTS 53 III. FUTURE PHASE III RICHMOND, VA 23236
\ ~ ~ ~ \ Y\ ' Y A. GROSS ACRES IN PHASE 59.x'8 AC 804-323-1362
\ ~ ~ r \ ~ \ . f \ J \ ~ r • ~r \ Y ' `°u ? , \ r ! \ r / cur B. PHASE OPEN SPACE 36.46 AC (60.89) CONTACT: DICK PATON
\ ~ ~ ~ J J' I\ / k' w C. TOTAL UNITS IN PHASE 92 EMAIL: [e-mail]
\ ° r 1. 61' MIN. WIDTH LOTS 29 2. 51' MIN. WIDTH LOTS 63
\ Oio \ ~ ~ ~ ~ H 1A tiJ . ~ r IV. FUTURE PHASE IV ENGINEER
'rr \ wer wEU . ~ , r ~ x a„J ~ , ~ ~ A. GROSS ACRES IN PHASE 54.81 AC ELAM, TODD, d'AMBROSI
~ ~ / ~t; \ ~ ,w ! ~ ~ ~ B. PHASE OPEN SPACE 24.44 AC (44.59%) 2880 SLATER RD. STE .200
/ ~ l r / c Q 0 ~ J' X • , \ C. TOTAL UNITS IN PHASE 133 MORRISVI~, NC 27560
~ / WEfUWOS ~ ~ MJ , / ;t' 1. 61~ MIN. WIDTH LOTS 66 2. 51~ MIN. WIDTH LOTS 67 919-481-2021
!1 / ~ / ~ k ! / / ~ k ~ ~ PVC x - \ , . . 8 . X CONTACT: SAM NYE EMAIL: [e-mail]
~ \ / ~ x » ~ F ~ f r / rl / 8 IP / r - * J~ NOTES
~ ~ / \ \ i r\ ' ti \xr 1r~ , r , , * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITIONA PROPERLY, EASEMENTS AND REZONINGS IS THE RESPONSBUIY OF THE DEVELOPE ~ ~ ~ / - - TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC DITIONAL SURVEYOR VELOPER.
~ ~ / ?7 AC JH CHANDLER & ASSOCIATES
H ~3/ OPEN ~ ~ Y 1 ~ r X , IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 04.22.0 04.22.07 7621 PURFURY RD. STE.201
' ~ f / • ! J~ / J f f 1/ r I ~ti f ~ \ / ~ / ~ ' \f\ r ~ ~ rr ~ \ r / - BY ETd WITH A 9000 SF RECREATION CENTER WITH POOL AND PARKING. FUQUAY-VARINA, NC 27526
• ~ / P \ \ / RI E DESIGNED AND • ` J 8 OG ~ . X ~ UTILITY NOTES: 919--552-4845
SPACE ~ PERMITTED BY OTHERS • wET •y~ ^ \ 1• \ ` i T / / r•" ~ ~ i f i ,i ! ~ r J~ DETENTION r ~ ~ ~ / 1, ALL FIRE HYDRANTS & GATE VALVES SHALL BE MANUFACTURED BY CLOW. ~ 2. ALL BRASS FITTINGS SHALL BE MANUFACTURED BY FORD. • CONTACT: JOHN CHANDLER
35.96 Ac , • r \ ! \ ! ~ / 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. EMAIL: [e-mail]
~ x ` J~ ~ ; \ . S ~ r ~ \ ,~r ; / 4. ALL GATE VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT SECTION.
~ N O / k ~ • ! f J • 5. CONCRETE COLLARS REQUIRED AT ALL VALVE BdXES. 6. ALL VALVE BOXES SHALL BE SCREW-TYPE ADJUSTABLE. LANDS CAPE ARCHITECT
r ~r rr r' r' ~ plc x ~ ~ ~ T \ r j\ ; , ~y X rr ~ ~ / 7. STANDARD WATER METER BOXES (MBX 2 18" CAST IRON OVAL W/SOLID LID) LID) ELAM, TODD, d'AMBROSI
8 ` \ r .•r ` / ~ ~ 8. WATER SERVICES - t " TAPS WITH 'Y" TO (2) 3/4 SERVICES (*METER BQXES L \ ~ / AT/OR NEAR R/W MIN. 3~ & MAX. 5~ FROM PROPERTY CORNER) ORES LOCATED 2880 SLATER ROAD. STE. 200
• ~ , ~ ~ ~ / 9. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. MORRISVILLE, NC. 27560
~ ~ ~ h , , F 'r: ~ " ~ ' , ' X tir \ f / 10. STANDARD WATER METER (NEPTUNE T-10 DISC METER) 919-481-2021
J~ ~ 7 : , / J ~ ~ r/ d~ ~ )./IL d ~ ]WL ~ lY1L ~11G ~L r \ / ,r~ \ .a. / 11. WATER LINES SHALL BE DIP OR C-900 (C1.150, DR18) 12. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN INSTALLING C-90 ~ WATER LINE. CONTACT: MICHAEL LEIGH C-900 EMAIL: [e-mail]
~ ? ~ . ~ ~ yV • / r
Z ~ ~J ' ~ { , x` \ / 13. TRACER WIRE AND WATER LINE TAPE REQUIRED WHEN INSTALLING C-900 WATER WATER LINE.
` r { ~r J ^y~ . .r / . ~I,. r ~ ! / ~ 14. SERVICE SADDLES ARE REQUIRED FOR ALL TAPS ON C-900 WATER LINE. 15. ALL WATER LINE CROSSING UNDER STORM DRAIN SHALL 8E DIP.
wrr ]YL l1YL UIII ~ ~'e J~ j .R` ~ r~G.~ r?~ • x L r ,t / h.J e ~ ` ~ 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
Q ` °v~ 1. X ,l, 'a f L " . , {•.J a / ~ rri? t~,1 r ~ / ~A~~ `t J ~ R / " ~ 17. WATER LINE MIN. BURY DEPTH IS 4. 18. WATER LINE SHALL NOT BE UNDER PAVEMENT SECTION, CURB & GUTTER, OR OR
g ~ N 1 J 'r l~, ~ r~ SIDEWALK.
~ aYlc atllc ` r~ / / ii ~lllt odic ~Ir. . ~It 7 sdlc J a. / ~1.J 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS OF HLIS OF
~ CORNER LOTS (MAX DISTANCE BEfYVEEN HYDRANTS IS 1,000) ~ 20. PUBLIC UTILITY EASEMENTS SHALL BE RECORDED IF METER BOXES AND/OR HYD \ ARE SET OUTSIDE THE PUBLIC R/W. OR HYDRANTS
g z ~
0 ~'4 . .ti ~r~ ~ r! . ~ EXISTING CONDITIONS NOTES
~ N/F ~ f 't.' • ~ j ~L ~IIIL ~l. ) ~ h J • - r /rw U ~ N/F ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY FROM A DIGITAL SURVEY
. / . t..' \ I J ' i ~ J J CLEMMONS & BERENTHAL KLE(MAN \ PROVIDED BY CLH, PA. WETLANDS DELINEATION PROVIDED 8Y S&EC. THE WETL DB 7146, PG 7S7 \ SURVEY WA5 PROVIDED BY BASS, NIXON, AND KENNEDY. URVEY Drawn By: JJ PP: SH E WETLANDS Checked By: SN PM: SN
$ ~ TRACT C KATHLEEN RAY ~ ~ OB 882, PG 89 ~
PIN: 1832-95-2437 E ~ ~ \ ~ \ . ! . a.! r ~ PIN: 1842-15-9337 Date 2/01 /06 SM: SN
~ ~ ZONED: R-8 ZONED: O 1 LEGEND Proj#: 2502011
N ~ ~ ` . l ) ,r, •S ji J~ `X' it r.- ,
a Z ~ ~~~~EXISTING PROPERTY LINE Revisions
n .r a ~ ~ r 6/15/07 1 AYO_ UT REVISION
1 N J Q '.rr t y ~ ~ ADJACENT PROPERTY LINE
- _ - -R IV - - Y r f ,t 1 r~ ~ ~ ~ ~ STREAM BUFFER ZONE
r J~ ~iti' / ~ ~~7c rY
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~r yam/ ~ , ~ ,.r: , i~ ~/r•\ ~ ; 1 'y" 'fir `';{rt y~ i ~
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~ ~ N/F t / a.J V ' ~ i r. ~f ~ 'r J' ~ ~ _
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DB 1762, PG 455 rr~ a ~ / \ r ~ ~ fir. r ~ r •f } ~a r ~ ~ ' N r~~ i 1 ~ STREAM BUFFER AREA
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_ rr o Aiv C 1q per 0201Y7 by ETd, PA. No portion of the drswin~ may be
1XI to ' 40 . ! ~ 4 r Jet \ .~`.w~ \ 1 copied, reproduced, redrawn or modified without the wY3tten 0 80 120 180 180
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~ X. SCALE: HORIZONTAL i" = 60' ~ C-22
aN . a `C N
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MH t5 - - 15' R/W DEDIG4TION - KEY PLAN
~ t ~
t`. , ~,¦~~~r h\\r \x f- - _ ~ ~ ~ ~ ~ OPEN
y~ ~ SPACE
\ ! 7[ 1 ~ ~ lti / ~ , f~
ti ~n ~ ~ ~ 24.44 Ac C-23
. x - , x~ A x
/ . ' ~ ~ < x x ~ ~ ELA.M, TODD, d' , E3ROSI
URBAN PLANNING LANDSCAPE ARCHrITCrURE
\ ~ k r \ ~ / r{ t X ~ ~ ~ r -f CIVIL ENGINEERRIG • LAND USE CONSULTING
' , ` ~ Y r I ~ 1 ~ ~ ~
' ~ ' i ~ ~ r & ASSOCIATES
` r ~Y ~ 1 INTERNATIONAL
1 Y / ~ , ~ GOLF COUM DESIGN * MASTER P G
x ~ ~ ~ ' CONSTRUMON MANAG
\ MH f 4 ~ 2880 SLATER ROAD, SUITE 200 MORRISVII.LE, NORTH CAROLINA 27560
~ ~ 1~ ~ , h i ~ i ~ (PUBLIC) - - SA
~ ~ TREE TOP ROAD (PU . ; OFFICE 919.481.2021
\ / FAX [phone] EMAIL [e-mail]
I
\ - ~ I I
\ r / ~
~ X k . ' ~ - ~ ~ ' SITE SUMMARY CA RO
~ ~ ~ PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC
~ //yy`` S ~r X/ ( X X J ~ JAMES T. MOSS ~ WILLIAM H. MOSS, TRUSTEE EL
h X / / ~ ~ r ~ / \ MOSS FARMS EAT, LLC
: ~ _ 1 ~ ~ _ ~ ` ~ CLEMMQNS & BERENTHAL KLEIMAN .EI MAN
1 ~ PIN NUMBERS. 1842-07-9181 ZONED R-8 - 1842-09-4303 ZONED R-8 F,4, -8 IN -8 1.
u X ~ / i~ . y 1 - 1842-14-2971 ZONED R-8/HB -8/Hg
,r , k .y y' Y ~ ~ ~ . 8 VC I ~ 1832-65-8449 ZONED R-8 1832-97-7749 ZONED R-8 -g .001111111 W. -8
Y ~ ' \/y.~ y. ~y/ , , : ~ i 1842-18-7203 ZONED R-8 _8
\ \ ~ I_ ~ 1842-14-6300 ZONED HB ~ ~ 1 1842-15-9337 ZONED 0&1 3
\ r'Y' r~\ ~ \ \ / , X / , l~. ~ k\ f \ r / \ _ _ _ _ ki
\ ~ r ~ '~\,i , ,x , • / \ f\ ~ ~ ~ ~ ~ k\ ~ n k ,J`,, ~ ~ TOTAL GROSS SITE AREA t 87.80 AC* ~ ~ TOTAL SITE IMPERVIOUS AREA 24.75
y, k ,c ,~'S. n x ~ ~ _ - ~ '
~ y ~ ` ~ / / - ~ 1 ~ ~ 1 OVERALL PLAN SUMMARY FRANKLIN GROVE
r r\\ ~ ?C ~r I. OVERALL PLAN 11 PHASE I
\ ~ r \ ~ ~ ~ f. \ f ~ v \ WET ~ h, r x . ~ A. TOTAL RESIDENTIAL DWELLING UNITS 409
/ .'C ~ , k a ~ x DETENTIO v. ~ f<. BASIN i I ~ ~ ~ - / \ ~ 1. 61' MIN. WIDTH LOTS 166
/ . X _ r _ ~ ~ 2. 51' MIN. WIDTH LOTS 243
k ri x . /~v / \ ~ B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES _ 408 UNITS X 20,000 SF = 187.79 AC
f. { n \ . Y; / \ / ~ ' \ \ T' ~ r ,[`1 C. TOTAL OPEN SPACE 89.85 AC (47.84%)
,•r' \ \ ~ k. k D. TOTAL DENSITY 2.18 UNITS/AC
Y, r ` x ~ ~
r .X ,\n. r, PHASE SUMMARY
,i~., I. PHASE UTILITY PLAN
~x. ~c _ ` i ~ A. GROSS ACRES IN PHASE 44.03 AC B. PHASE OPEN SPACE 21.32 AC (48.42}
' is ; ~ r. ~ ~ ' ' C. TOTAL UNITS IN PHASE 84
~ ~ ~ / ~ n. , X.,\, \ \ ~ 1. 61 ~ MIN. WIDTH LOTS 24
~ .Y ~ / \ .x r x ~ ) f ~ 2. 51' MIN. WIDTH LOTS 60
Y ~ . ~ ~ ~ X, - ~ II. FUTURE PHASE II A. GROSS ACRES IN PHASE 29.08 AC
\ x k, 7 x 1 R PHA~F nPFN SPACE 7.6'8 AC ~ZF).Z4%~ CLIENT
i ~ ~ / f. ~ . ~ C. TOTAL UNITS IN PHASE 100
'C . ~ 1\ ~ ~ h ~ 1. 61 ~ MIN. WIDTH LOTS 47 DO ALLEN HOMES
1'~ ~ ~ ~llic , n, . ~ f. . / ~ \ ~ 2. 51~ MIN. WIDTH LOTS 53 812 MORREFIELD PK.DR.STE.812 RICHMOND, VA 23236
r ~ r~ ~ _ i / III. FUTURE PHASE III 804-323-1362
A. GROSS ACRES IN PHASE 59.88 AC CONTACT: DICK PATON
it jt n ~ ~ \ OPEW - SPACE l I ~ ~ B. PHASE OPEN SPACE 36.46 AC (60.890 C. TOTAL UNITS IN PHASE 92 EMAIL: [e-mail]
r ~ 24.44 Ac ~ ~ _ ~ ~ ~ I 1. 61' MIN. WIDTH LOTS 29
~ ~ ~ 2. 51' MIN. WIDTH LOTS 63 ENGINEER
~ i . ~ . ~ y / ~ ~ , ~ / ~ ~ i~ i S ~ i .j 1. x, PV ~ / IV. FUTURE PHASE IV ELAM, TODD, d'AMBROSI
~ ~ , y ~ x ,k ~ i . A. GROSS ACRES IN PHASE 54.81 AC 2880 SLATER RD. STE .200
r.\, WET . ~ / ~ B. PHASE OPEN SPACE 24.44 AC (44.59%) MORRISVILLEI NC 27560
, ` . ~ NTI N ~ DETE d ~ ~ , ~ - . ` , l~ASIN C. TOTAL UNITS IN PHASE 133 ~ 1. 61' MIN. WIDTH LOTS 66 919-481-2021
2. 51' MIN. WIDTH LOTS 67 f . CONTACT: SAM NYE
~ X ~ f` ~ x. ~ k x ~`X~~x, ~ ~ ~ ~ NOTES EMAIL: [e-mail]
/ti , : ~ , n ~ ~ / _ ` ' TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITION PROPERTY, EASEMENTS AND REZONINGS IS THE RESPONSIBLITY OF THE DEVELOP ~ ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC DDITIONAL SURVEYOR
` EVELOPER.
k ~ y < ~ ~i ~n. ~ ,X' Y i~. IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 04.22. 8Y ETd WITH A 9000 SF RECREATION CENTER WITH POOL AND PARKING. 57 AC JH CHANDLER & ASSOCIATES M 04.22.07 7621 PURFURY RD. STE.201
r x. Y FUQUAY-VARINA, NC 27526
t x ~ ~ ~ O ~ + 1 f'E'T~gLU UTILITY NOTES: 919-552-4845
'G x h 1C v yy 1. ALL FIRE HYDRANTS & GATE VALVES SHALL BE MANUFACTURED BY CLOW. :)W. CONTACT: JOHN CHANDLER
\y / ?T , ~ ~ ~ / ~ ~ , ~ ~ ~y ~ 2. ALL BRASS FITTINGS SHALL BE MANUFACTURED BY FORD. EMAIL: [e-mail]
~ ~ x .4 ~ ~ , . ~ ~ ~ . to , ` - g 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. 4. ALL GATE NAIVES SHALL BE LOCATED OUTSIDE OF PAVEMENT SECTION.
5. CONCRETE COUARS REQUIRED AT ALL VALVE BOXES. LANDSCAPE ARCHITECT
N? X ~ r k~ ~ ~ ~ / ~ 6. ALL VALVE BOXES SHALL BE SCREW-TYPE ADJUSTABLE. 7. STANDARD WATER METER BOXES (MBX 2 18'~ CAST IRON OVAL W/SOLID LID) D LID) ELAM, TODD, d'AMBROSI
x 8. WATER SERVICES - 1" TAPS WITH 'Y" TO (2) 3/4 SERVICES (*METER BOXES BOXES 2880 SLATER ROAD. STE. 200
~ ~i LOCATED AT/OR NEAR R/W MIN. 3' & MAX. 5' FROM PROPERTY CORNER) NER) MORRISVILLE, NC. 27560
` ~ v . ~ INN 12 ~ ~ 9. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 10. STANDARD WATER METER (NEPTUNE T-10 DISC METER) 919-481-2021
.x, , ~ , . ~ r ~ _ ~ - / ~ / ~ / 11. WATER LINES SHALL BE DIP OR C-900 (C1.150, DR18) CONTACT: MICHAEL LEIGH
~'y 12. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN INSTALLING C- ~ff(TER LINE. LNG C-900 EMAIL: [e-mail]
x ' y ~ ,Q 13.'TRACER WIRE AND WATER LINE TAPE REQUIRED WHEN INSTALLING C-900 WAT LINE. 00 WATER
- ~ - ~ ~ ~ 4~ 14. SERVICE SADDLES ARE REQUIRED FOR ALL TAPS ON C-900 WATER LINE. 4E.
~1 ~ Y - ~ 15. ALL WATER LINE CROSSING UNDER STORM DRAIN SHALL BE DIP.
~ v ~ ~ _ _ _ _ ~ 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
1 ~ x , / 4 ~ / 17. WATER LINE MIN. BURY DEPTH IS 4'. ~ ~O~ I ~ 18. WATER LINE SHALL NOT BE UNDER PAVEMENT SECTION, CURB do GUTTER, OR ER, OR
x . O ~ ar x ~ ~ ~ - i ~ SIDEWALK.
x>C N . ~ ~ ,~yx ~ ~ , , ~ - , ~ .r ~ , ~ • , . , .,i?~ ~ .illy ~ 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS CORNER LOTS (MAX DISTANCE BETWEEN HYDRANTS IS 1,000') 1ADIUS of
~ ~ i ti~.i. - i / 20. PUBLIC UTILITY EASEMENTS SHALL BE RECORDED IF METER BOXES AND/OR /OR
y ~C, i v k i _ ~ / HYDRANTS ARE SET OUTSIDE THE PUBLIC R/W.
~ f ` r, x ~ ~ . rl x f f - _ Drawn By: JJ PP: SH
,1~, ~ ~ t r ` y,~ ~ skit ~Itt h. , X. ~ ~ ~ 4 . ~ / I
- - - Checked By: SN PM: SN
; / tiA ~ LEGEND Date: 2 01 , 06 SM: SN
a ~ , ~ ,~C , . , ..x s . ~ ~ ~G Y 'I S - i r-~-- . Proj#: 2502011
~iC 1: ~ : ~ al~c ~lllc ~lllc ~ - ~~~~EXISTING PROPERTY LINE
_ ~ / ~ r - - ADJACENT PROPERTY LINE Revisions
, ; , ~ ~ k. ' l~ 1 - ? - 6/15/07 LAYOUT REVISION
. ~ ' STREAM BUFFER ZONE
~ s
~ r, % ~ ~ ~ ~ ~ f - - - - - -UTILITY EASEMENTS
N ~ ~ y. ,l~ ~ , Y~ ~ k X ~ N f' , i \ \
x ~ ~ ti X ~ ~ / I -f F 100 YEAR FLOOD ELEVATION V
.
~ ~ ~ :i iC X 1; ~ ~C P~~LIC~ ~ WETLANDS AREA
~ ~ STREAM BUFFER AREA
1' X i' ~t K~ pR. ~
y n O x :ti %t ~ ~ P A~' ~ ~ X2007 by ETd, PA. No portion of tLe drawings may be ~ ~ ~ STREAMS/PONDS
~ } ,x ~ x . . ~ ~ ` .OGLE _ ~ ~ couied. reurodnc~d. redrawn or modified without tl~e written
1 y,. M: a 41 / consent of ETd, PA.
N \ ILL y
Y,. '/,A i
Yom/ JB 3 SHEET
MH III 0 80 120 180 180
oel Ix AIL
co ~ SCALE: HORIZONTAL 1 ° = 60' J C-23
~ N 17 N
a~

~ KEY PLAN
~i. /~i .rte \ ci ~ ~
.f ~ ` • i L~~,~
.i • ~ L f' ~ l r 4 4 d81 i ~ t ~ ~P~$ ~
\ ~ RAE .~R. ~ ` ~
/f , ~w y/ ~y T ~ p A ELAM, TODD, &AMBKOSI
:'.t / fry /~t: j\ ' r~. it r 9', ~ i : ~ . EAGL ~ ~ ~
A a rti; . URBAN PLANNING LANDSCAPE ARCHITECTURE CIVIL ENGINEEROG • LAND USE CONSULTING
~ ~ ~ .sil?c ~Ic A " ~ t ? 5 ~
,L i~: .,,i l ~ ~ / \ / C-24 °
ti; ~ Y ;i. ~ JB 3
,x. ~ 'x x ~ ; , ,,r / 171St[ ~ ~ A _ , ~ ~ ~ .illlt \ / - R BBI
f \ / _ ~ _ ~ ~ &ASSOCIATES
~ ~ l \ ~ / i~ \ ~ INTERNATIONAL
~ ; . Y~ 1., ~ 20 SANITARY ' ~ t l \ ~ x;~(~ \ \ GOLF COURSE DESIGN * MASTER PLAMMG CONSTRUCTION MMAGM40a
r X\~ ..1,. ti ~.,r SEWER ~ ~ ~ k ~ h , ~ \ ~ \ \ 2880 SLATER ROAD, SUITE 200
y~ .r .r MORRISVII.LE, NORTH CAROLINA 27560
t~ 6i > ~ 1* ~ r,. K` ~ ~ f w a ? ~ ~ ~ , ! ~ .,v ~ ~ SA
r~ ~ R ~ ~ ~ ~ t , n OFFICE 919.481.2021 FAX [phone]
~~f•i, 1; EMAIL [e-mail]
, 1, ' xk~~~. may: ~
I ~ T. i ~ ~ / ~ . x .
K, ~ , ;c, . ~ 8 PVC T CA Rp
'y j' % / y ~ SITE SUMMARY x} PROPERTY OWNERS: FRANKLIN RESIDENTIAL LLC
• ' ~ ~ ~ TH VARIABLE WID ' r f NAE PU ~ X~~, JAMES T. MOSS 9 was
EMENT . . EAS ~y ~p~ WILLIAM H. MOSS, TRUSTEE aw. -wa
x ~ , ~ ~i MOSS FARMS EAT, LLC ~ Q CLEMMONS dt BERENTHAL KLEIMAN oft. 0 80 "a Ion IMAN
~ K 1~ 'o ~ PIN NUMBERS: 1842-07-9181 ZONED R-8 CO:)
. ~ 1842-09-4303 ZONED R-8
h .r ' ~ 1842-14-2971 ZONED R-8/HB 1832-65-8449 ZONED R-8 3/H B wo 3 ~~~JJJJ~tt~~~~~
~ ~ N r.,. ' ;a ~ . y BASIN _ . ~ ~ / OPEN 1832-97-7749 ZONED R-S 3
s ~ : SP/4CE 1842-18-7203 ZONED R-8 3
~ / . ~ ~ 1842-14-6300 ZONED HB C 1842-15-9337 ZONED 0&I
RISER 102 35.96 Ac TOTAL GROSS SITE AREA 187.80 AC*
RPM` ~c ~II~L ~Jlt .~Wt \ ~y, ~ TOTAL SITE IMPERVIOUS AREA 24.75
• ; S to E MH X10 ~ ~(~c x
• , OVERALL PLAN SUMMARY KLIN GROVE
> \ AIR RELEA: I. OVERALL PLAN PHASE 1
c sit ~t ~llla a~i[ f02A I_ LJ / MANHOLE A• TOTAL RESIDENTIAL DWELLING UNITS 4~9
x ~ 1. 61' MIN. WIDTH LOTS 166 ~ 2. 51' MIN. WIDTH LOTS 243
. .
B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES ~ 408 UNITS X 20,000 SF = 187.79 AC
pit ails ~c ~lhc al4c x~` ~x 8i C. TOTAL OPEN SPACE 89.85 AC (47.84%)
~ ~ a . ~ X ~ f , ' X i D. TOTAL DENSITY 2.18 UNITS/AC
i.L IG~ ~ • • ~ ~ JC • ~ ~ ~ ~ ~r~ , SPREADER \ PHASE SUMMARY
f x ,r, ~ : . L ~IL , ~ r r .1~IL ~ - \ I. PHASE I
fi. . ~ ~ ,x ^t y' y, ~ ~ x. \ `X ~ ~ A. GROSS ACRES IN PHASE 44.03 AC UTILITY P.,
, x , ;l: ~ > B. PHASE OPEN SPACE 21.32 AC (48.420
x ~ ~ ~ ~C ~ ~ ~ ~ C. TOTAL UNITS IN PHASE 84
/ti X ~ ~ ~ • r ~ 1. 61' MIN. WIDTH LOTS 24
2 k'' 1C K r• ~ / / r ~'k ~ f ~ 1. ~ ~ ~ ~ J ~ ~ \ ~ ~ CI 3 2. 51' MIN. WIDTH LOTS 60 II. FUTURE PHASE II
. ~ ~ . Y x ~ ~ r` ~C ~ ~ x~ / ~
r ~ ~ i ~ h X >l x k X :C n . it/ k .~C ; . . ~t , . X X.. ~ J ~ ~ ~ ~r•. l ~ 1 ti \ ~ ~ B. PHASE OPENS SPACE ASE 7,638ACC(26.24%) CLIENT
/ , ~ < \ X t ~ \ ~ ~ C. TOTAL UNITS IN PHASE 100 DO ALLEN HOMES
~.l ~ S, r ~ ~ / ~ 1. 61' MIN. WIDTH LOTS 47 812 MORREFIELD PK. DR. STE.812
I~~ ~ ~ , X ~ ~ ~ ~ t i ~ ~ \ \ r 2. 51~ MIN. WIDTH LOTS 53 RICHMOND, VA 23236
r ~ i ,c ~ MH 9 .k. ~ x ~ ~ f ~ \ ' III. FUTURE PHASE III A. GROSS ACRES IN PHASE 59.88 AC 804 - 323 -1362
x , . - ~ ~ , . 1 - \ ~ / ~ B. PHASE OPEN SPACE 36.46 AC (60.890 CONTACT: DICK. PATON
~ ~ ,y ,x ~ . , x ~ \ C. TOTAL UNITS IN PHASE 92 EMAIL: [e-mail]
, ~iY~. f~ t~ ~ ~ ~ , / ~ \ ~ \ t . 61' MIN. WIDTH LOTS 29
' ~ ~ . ~ ~ i U~LIC) ~ \ 2. 51' MIN. WIDTH LOTS 63 ENGINEER
/ ~ ~ ~ ROAD c gLIC~ ~ \ ~ IV. FUTURE PHASE IV b ~ A. GROSS ACRES IN PHASE 54.81 AC ELAM, TODD, d'AMBROSI
~ ~C 24.44 AC 44.59% A C J 'Y PHASE OPEN SP CE B 2880 SLATER RD. STE.200
. ~k ~ ~ x ~ K. r' ~ ~ C. TOTAL UNITS IN PHASE 133 MORRISVILLE, NC 27560
~ti~, \ ~ - ~ d ~ 1. 61' MIN. WIDTH LOTS 66 919-481-2021
r~ v . ~{h f'~, ~ \ ~ ~ ~ ~ ~ 2. 51' MIN. WIDTH LOTS 67 CONTACT: SAM NYE EMAIL: [e-mail]
~ ~ ~ ~ ~ NOTES
~ ~ ' * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITIONAL )ITIONAL SURVEYOR
.~iIL ~L. ~llC ~ ~ , ~ ~ \ PROPERTY, EASEMENTS ANO REZONINGS IS THE RESPONSBUTI OF THE DEVELOPER JELOPER.
8 etc ~ \ ~ ~ TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC ~ ~ IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 04.22.0 7 AC JH CHANDLER & ASSOCIATES 04.22.07 7621 PURFURY RD. STE.201
~ / BY ETd WITH A 9000 SF RECREATION CENTER WITH POOL AND PARKING. FUQUAY-VARINA, NC 27526
~ UTILITY NOTES: 919--552-4845
~I ~L ~I L .1~I1. ~L ~ ~ ~ - ~ 1. ALL FIRE HYDRANTS & GATE VALVES SHALL BE MANUFACTURED 8Y CLOW. N. CONTACT: JOHN CHANDLER
\ ~ 2. ALL BRASS FITTINGS SHALL BE MANUFACTURED BY FORD. ~ 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. EMAIL: [e-mail]
~ 4. ALL GATE VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT SECTION.
O N O ~Ilc etc ~Ic ~lht ~c 5. CONCRETE COLLARS REQUIRED AT ALL VALVE BOXES. 6. ALL VALVE BOXES SHALL 8E SCREW-TYPE ADJUSTABLE. LANDS CAPE ARCHITECT
r ~ r i ~ 7. STANDARD WATER METER BOXES (MBX 2 18" CAST IRON OVAL W/SOLID LID) LID) ELAM, TODD, d'AMBROSI
8. WATER SERVICES - 1 " TAPS WITH 'Y" TO (2) 3/4 SERVICES (*METER BOXES )ORES 2880 SLATER ROAD. STE. 200
D r ~ ~ ~ LOCATED AT/OR NEAR R/W MIN. 3' & MAX. 5' FROM PROPER11f CORNER) \ ~ 9. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. ER) MORRISVI~I NC. 27560
2 ,Itc ~Il~c ~ ~ ~ ~ ~ 10. STANDARD WATER METER (NEPTUNE T-10 DISC METER) 919-481-2021
~ 11. WATER LINES SHALL BE DIP OR C-900 (C1.150, DR18) CONTACT: MICHAEL LEIGH
Z \ MH ~8 ~ ~ _ ~ \ 12. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN INSTALLING C-90 WATER LINE. G C--900 EMAIL: [e-mail]
N C ' ~ ~ \ ~ ~ \ 13. TRACER WIRE AND WATER LINE TAPE REQUIRED WHEN INSTALLING C-900 WATER WATER
p ~ ~ ~ ~ LINE.
N ~ a ~pUgLIC~ 15. ALLVWATERA~L NE CROSS NG UNDERFSTORM DRAW SHALL BE DIpTER LINE.
0 V ' r. l ~ \ \ ~ t \ / DR.IV~' 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
xAR~~~ST ~ 18. WATER LINE SHAL B NOT BE UNDER 'PAVEMENT SECTION, CURB & GUTTER, OR .Z, OR
N ~ ~Wc mac. .il!!e, O a a? r r • DETENTION ~ \ ~ BASIN \ 8N ~ SIDEWALK.
~o I D ~ 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS OF CORNER LOTS (MAX DISTANCE BETWEEN HYDRANTS IS 1,000') DIUS OF
I Z ~ \ \ \ \ ~ 20. PUBLIC UTILITY EASEMENTS SHALL BE RECORDED IF METER BOXES ANO/OR (OR
O ~ ~ ~ ~ HYDRANTS ARE SET OUTSIDE THE PUBLIC R/W.
I ! ~ Dram By: JJ PP: SH
\ \ \ ~ Checked By: SN PM: SN
\ ~ ~
I N \ LEGEND \ Date: 2/01 /06 SM: SN
\ ~ ~ ~ ~~~~~EXISTING PROPERTY LINE Proj#: 2502011
~ ~ ~ - - ~ ~ ~ ~
- - ADJACENT PROPERTY LINE Revisions
n zo~ SEWER \ ~ / ~ 615/07 LAYOUT REVISION
EASEMENT " ~ \ ~ I \ ~ STREAM BUFFER ZONE
f I - - - - - UTILITY EASEMENTS
N Q / i \ i
r. ~ - - MH ~7 \ ~ ~ ~ -f f 100 YEAR FLOOD ELEVATION
r / ~ / - - - - - WETLANDS AREA
~ ~ 8" DI ~ \ ~ ~ ~ STREAM BUFFER AREA
a N / ~ ~
0 o V ' ~ STREAMS/PONDS
.p? ~n~.nr /1 A n! ~ ~ I i ~
TUL
\ N PB J1316, PG 697
PIN: 1832-86-9235 ~
~ - ZONED: R-40 SHEET
X2007 by ETd, PA. No portion of the drawings may be ,eo
~ ~ \ ~ copied, reproduced, redrawn or modified without the written o 60 120 180
~ consent of EU, PA.
SCALE: HORIZONTAL 1" = 60' C-24
ao ~ N

~ ' ~ ~ ~ \ / 3~S"6V~tB ~1 j ~ ~ KEY PLAN
c'"? \ ~ ~ / R1SER~ 101 /
WET
i ~ DETENTION ~ . ~ .
~ ~ 6tASIN ~'1
\ ~ ' vE tPU \ ~ RUES2 Dgi UBLtC~ G
,E (P . / ELAM, TOIDD, &AM 13KOSI
FES 3QA / URBAN PLANNING LANDSCAPE ARCHrMC'I'[1RE
~ HA w CIVIL ENGIICEEROG • LAND USE CONSULnNG
~ ~ PACE ` / 19.63 Ac ~ / o
\ j ~ ~ ~ PHASE III ~ ~ / ~
/ ~ ~ ' R BBI
~ ~ ~ ~ ~ ~ / / / & ASSOCIATES
~ ~ ~ INTERNATIONAL
/ ~ ~ \ ~ ~ ~ ~ ~ 1 o.s. ~ ~ / ~ ~ / / C-25 20' PUBLIC GOLF COUM DESIGN * MASTER P G
~ .50 AC. ~ ~ ~ DRNNAGE / / / EASEMENT CONSTRUCTION MANAGr
~ ~ ~ ~ ~ ~ \ / ` 2880 SLATER ROAD, SUITE 200 MORRISVILLE, NORTH CAROLINA 27560
~ ~ / / SA
\ i ~ ~ OFFICE 919.481.2021
- - ~ CI 3d / / FAX [phone] EMAIL a pa.com
\ 8 ~ i ~ ~ ~ 3s 2 ~ = ~ 8x8 TEE / /
/ 2 8"GVdtB /
MH X17 SITE SUMMARY
\ / ~ BARRICADE g° I PROPERN OWNERS: FRANKLIN RESIDENTIAL LLC CAR lol/
I JAMES T. MOSS
~ / I WILLIAM H. MOSS, TRUSTEE MOSS FARMS EAT, LLC
CLEMMONS & BERENTHAL KLEIMAN ?N 03
~ i \ ~ 9, ~ I PIN NUMBERS: 1842-47-9181 ZONED R-8
~ a r f~ I ~ , , ~ ~ I 1842-09-4303 ZONED R-8 S
I ~ _ ~ I 1842-14-2971 ZONED R-8/HB I 1832-65-8449 ZONED R-8 0 iB ////itm wo tj%\\
I 1832-97-7749 ZONED R-8
, ' \ ~ \ 1842-18-7203 ZONED R-8 1842-14-6300 ZONED HB
~ 1842-15-9337 ZONED 0&I
~ ~ \ ~i---------- \ . ~ coI I TOTAL GROSS SITE AREA 187.80 AC"
~ I TOTAL SITE IMPERVIOUS AREA 24.75
~ ~ ~ ~ \
. ~ / ~ ~ ~ ,1 ~ / ~ I OVERALL PLAN SUMMARY GROVE F KLIN
~ ~ ~ ~ \ OPEN OVERALL PLAN
` I A. TOTAL RESIDENTIAL DWELLING UNITS 409 SPACE 1. 61' MIN. WIDTH LOTS 166 SE I
~ ~ 2. 51' MIN. WIDTH LOTS 243
- - ~ ~ 1 1 ~ ` ~ 19.63 Ac B. TOTAL AREA ENCOMPASSING ALL FOUR PHASES
\ ~ ~ 408 UNITS X 20,000 SF = 187.79 AC
_ ~ ` ~ ` 1 1 I ~ ~ \ ~ ~ ~ O~,o C. TOTAL OPEN SPACE 89.85 AC (47.84%)
~ ~ D. TOTAL DENSITY 2.18 UNITS/AC
\ \ ~ \ 8" DIP _ ~ ~ ~ ~ ~ MH X16 ~ PHASE SUMMARY
f MH ~4~ ~ / ~ ~ ~ \ ~ I. PHASE
\ A. GROSS ACRES IN PHASE 44.03 AC UTILITY PLAN
~ \ / - g" DIP ~ \ \ B. PHASE OPEN SPACE 21.32 AC (48.42%)
1 \ ~ ~ ~ C. TOTAL UNITS IN PHASE 84
MH ~5 ~ ~ f ~ ~ 1. 61' MIN. WIDTH LOTS 24 ~ ~ ~ \ ~~t. ~ 2. 51' MIN. WIDTH LOTS 60
~ . ~ ~ / ~ ~ II. FUTURE PHASE II
~ ~ ~ ` ~ / \ ~ A. GROSS ACRES IN PHASE 29.08 AC
e. PHASE OPEN SPACE 7.63 AC (26.2436) CLIENT
~ C. TOTAL UNITS IN PHASE 100
~ .so' s~uvrrvzr ~ spa AN11ARY \ ~ ~ ~ 1. 61 ~ MIN. WIDTH LOTS 47 DO ANN HOMES
~ EASEMENT TENT ~ Rio ~ ~ / ~ ~ 2. 51' MIN. WIDTH LOTS 53 / \ III. FUTURE PHASE III 812 MORREFIELD PK. DR. STE.812
~ ~ A. GROSS ACRES IN PHASE 59.88 AC RICHMOND, VA 23236 804-323--1362
N/F ~ B. PHASE OPEN SPACE 36.46 AC (60.8990) CONTACT: DICK PATON
1137 LIMITED PARTNERSHIP ~ C. TOTAL UNITS IN PHASE 92 EMAIL: [e-mail]
PB 1059, PG 235 WETLANDS \ ~ ~ B/ 1. 61' MIN. WIDTH LOTS 29 ~ ~ ~ ASSN 2. 51 ~ MIN. WIDTH LOTS 63
PIN: 1832-59-3900 ZONED: R-8 ~ \ i / ~ / IV. FUTURE PHASE IV ENGINEER
\ ~ ~ BARRfCADE A. GROSS ACRES IN PHASE 54.81 AC ELAM, TODD, d'AMBROSI
~ / B. PHASE OPEN SPACE 24.44 AC (44.590 2880 SLATER RD. STE.200
~ v ~ ~ C. TOTAL UNITS IN PHASE 133 MORRISVILLE, NC 27560
H ~3/ / ~ ~ • 1. 61' MIN. WIDTH LOTS 66 919-481-2021
\ ~ / ~ \ 2. 51 ~ MIN. WIDTH LOTS 67 CONTACT: SAM NYE
~ OPEN ~ NOTES \ BRIDGE DESIGNED / i } EMAIL: [e-mail]
~ SPACE ~ W~ P~~~ ~ * TOTAL SITE AREA NOT OWNED BY DEVELOPER AT THIS TIME. AQUIRING ADDITIONAL i ~ETENnON PROPERTY, EASEMENTS AND REZONINGS IS THE RESPONSIBUTY OF THE DEVELOPER. ONAL. SURVEYOR
35.96 Ac ~~N / / TOTAL SITE IMPERVIOUS INCLUDES AMENITY CENTER ASSUMED TO HAVE 1.57 AC ,OPER. kC JH CHANDLER & ASSOCIATES
~ E IMPERVIOUS SURFACE. THIS NUMBER WAS TAKEN FROM A SKETCH DATED 04.22.07 ,22.07
~ / ~ / BY ETd WITH A 9000 SF RECRE4TION CENTER WITH POOL AND PARKING. 7621 PURFURY RD. STE.201 FUQUAY-VARINA, NC 27526
0 J rF UTILITY NOTES: 919-552--4845
/ 1. 'ALL FIRE HYDRANTS & GATE VALVES SHALL BE MANUFACTURED BY CLOW. CONTACT: JOHN CHANDLER
t 2. ALL BRASS FITTINGS SHALL BE MANUFACTURED BY FORD. R ~ 3. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WRAP-AROUND. EMAIL: [e-mail]
~ - / 4. ALL GATE VALVES SHALL BE IOCATEO OUTSIDE OF PAVEMENT SECTION.
N O 5. CONCRETE COIIARS REQUIRED AT ALL VALVE BOXES. LANDSCAPE ARCHITECT
r r I~ t 6. ALL VALVE BOXES SHALL BE SCREW-TYPE ADJUSTABLE. f 7. STANDARD WATER METER BOXES (MBX 2 18" CAST IRON OVAL W/SOLID LID) ELAM, TODD, d'AMBROSI
~ 8. WATER SERVICES - 1 " TAPS WITH "Y" TO (2) 3/4 SERVICES ("METER BOXES I.OCA f _ J AT/OR NEAR R/W MIN. 3' & MAX. 5' FROM PROPERTY CORNER) S LOCATED 2880 SLATER ROAD. STE. 200
MORRISVI~, NC. 27560
r 9. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 10. STANDARD WATER METER (NEPTUNE T-10 DISC METER) 919-481-2021
11. WATER LINES SHALL BE DIP OR C-900 (C1.150, DR18) CONTACT: MICHAEL LEIGH
12. CONCRETE BLOCKS REQUIRED UNDER ALL GATE VALVES WHEN INSTALLING C-900 WATER LINE. -900 EMAIL: mleigh®etdpa.com
~ ~ ~ ~ ~ 13. TRACER WIRE AND WATER LINE TAPE REQUIRED WHEN INSTALLING C-900 WATER LIN JER LINE.
- 14. SERVICE SADDLES ARE REQUIRED FOR ALL TAPS ON C-900 WATER LINE.
N 15. ALL WATER LINE CROSSING UNDER STORM DRAIN SHALL BE DIP. t 16. ALL FIRE HYDRANT LEGS SHALL BE DIP.
v 17. WATER LINE MIN. BURY DEPTH IS 4~.
g ~ 18. WATER LINE SHALL NOT BE UNDER PAVEMENT SECTION, CURB & GUTTER, OR 'n` 'r` 'n` 'n` 'r` ! SIDEWALK. R
N N/F TRACT C KATHLEEN RAY 19. FIRE HYDRANTS LOCATED AT R/W ON LOT CORNERS AND/OR ALONG RADIUS OF OF
d~ D I~ DB 882, PG 89 " CORNER LOTS (MAX DISTANCE BETWEEN HYDRANTS IS 1,000')
PIN: 1832-95-2437 ~ ~ . ~ ~ ' 20. PUBLIC UTILITY EASEMENTS SHALL BE RECORDED IF METER BOXES AND/OR HYDRAN `t`'~~,~ ARE SET OUTSIDE THE PUBLIC R/W. HYDRANTS
O~ ZONED: R-8 / ~`r, ~ EXISTING CONDITIONS NOTES
r ~ 1. BOUNDARY AND TOPOGRAPHIC SURVEY ARE TAKEN BY FROM A DIGITAL SURVEY ~Y
. ~ t r~ PROVIDED BY CLH, PA. WETLANDS DELINEATION PROVIDED BY S&EC. THE WETLANDS TLANDS Drawn By: JJ PP: SH
SURVEY WAS PROVIDED BY BASS, NIXON, AND KENNEDY. Checked By: SN PM: SN
~ x.;~ LEGEND Date: 2/01 06 Ski: SN
a Proji: 2502011

, X,, . ~~~~EXISTING PROPERTY LINE sic ~Yc a4 arc ~ " +w''!i ~Y Revisions
f'' ~ ~ ~ ADJACENT PROPERTY LINE 6/15/07 LAYOUT REVISION
~ 'Y ~ _
N/F " ` Y STREAM BUFFER ZONE
_ ~ PHILLIP & TOWANDA JACKSON
N r ~ DB 1762, PG 455 f " - - - - - -UTILITY EASEMENTS ~ r' t `
~r PIN: 1842- 05 - 7318
ZONED: R-40 ,r;~ j ' '~f - - - - - -BUILDING/PROPERTY SETBACK
~a ~ ~ ~ f~ ~
~ `~"y WETLANDS AREA
~a ~ / \ / / S
0 o / ~ ~ 4 ~ . , ~ " ~ STREAM BUFFER AREA
~ / \ 1 t, ,.~,X; ~ y~ f.. crRFeuc ~pn~inc
W ~
It
a
~ N/F ~
n ~ THOMAS E. BREGGER & SHEET
VIRGINIA K. DeLUCA ~ X2007 by ETd, PA. No portion of the drawings may be 0 80 120 180
to .N W a DB 12061 PG 32 BM 1997? 4L \ copied, reproduced" redrawn or modified without the written consent of ETd, PA.
/ ~ PG 430- 431 ~ SCALE: HORIZONTAL i" = 60' C-25
CL N O ~N PINION
D~

KEY PLAN
PLANTING NOTES:
1, KEY REFERS TO PLANT LIST. WHERE THERE IS ONLY A KEY, THE QUANTITY IS ONE, WHERE THE
KEY IS PRECEDED BY A NUMBER, THE NUMBER IS THE QUANTITY REQUIRED FOR THE INDICATED
PLANT BED.
2. LOCATE PLANTS AND PLANTING BEDS BY USING SCALED DIMENSIONS FROM STREET, PROPERTY LINES,
ETC. DIMENSIONS ON STREET YARDS, BUFFERS AND LANDSCAPE AREAS ARE A MINIMUM WIDTH AND
SHAD. NOT BE REDUCED.
3, ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE U.S. D.A. STANDARD FOR
NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON,
D.C.
4. MULCH ALL TREES AND PLANTING BEDS AS NOTED ON DRAWING. ALL PLANT GROUPINGS ARE
CONSIDERED PLANTING BEDS.
S. NO TREE (CANOPY OR UNDERSTORY) OR LARGE SHRUB (IE. LIGUSTRUM, FOSTER'S HOLLY) SHALL. BE
LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR WITHIN 5' OF A SIDEWALK,
6, LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE LOCATIONS IN THE FIELD PRIOR
TO BEGINNING CONS (RUCTION. ANY CONFLICTS WITH UTILITIES SHALT. BE MOVED.
7. APPLY PRE -EMERGENT HERBICIDE TO ALL PLANTING BEDS PER MANUFACTURER'S SPECIFICATIONS.
& LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN WITH STATESMAN BLEND FESCUE
BY SOUTHERN STATES SEED, OR APPROVED EQUAL.
6. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
10. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
11. ALL. TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
OCCUPANCY (CO). SEE DETAIL ON THIS SHEET AND SPECIAL NOTES ON COVER SHEET. TREE
PROTECTION FENCING SHOULD FULLY ENCLOSE THE SAVE AREAS. NO OPEN SIDES, EVEN ON
PROPERTY/TRACT BOUNDARIES.
12. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED, THE SITE INSPECTOR
RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE
PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS.
13. ORNAMENTAL TREES PLANTED FOR STREETSCAPE REQUIREMENTS SHALL BE PLANTED AT THE EDGE OF
THE EXISTING VEGETATION, OUTSIDE OF THE RIGHT-OF-WAY AND SHALL BE NO CLOSER THAN 5' TO
PROPOSED SIDEWALK.
14. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED AND/OR PROVIDED WHERE REAR YARDS
BACK UP TO ONE ANOTHER OR ARE VISIBLE FROM OTHER REAR YARDS OR STREETS.
15. REQUIRED STREET TREES THAT ARE LOCATED WITHIN A SIGHT DISTANCE TRIANGLE SHALL BE LIMBED
UP TO 6' TO PREVENT THE OBSTRUCTION OF VISION.
16. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS. STREET TREES AND
FRONT YARD TREES WILL BE ADJUSTED ACCORDINGLY TO DRIVEWAY AND BUILDING PLACEMENT.
LANDSCAPE (MAINTENANCE PLAN:
THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR
THE INSTALLATION. PRESERVATION AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN
ON THIS PLAN, THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO
INCLUDE BUT NOT LIMITED T0:
A. FERTILIZATION: LAWN: FERTILIZE LAWNS TWICE PER YEAR (FEBRUARY 15 -MARCH 15 AND AGAIN SEPT.
1 -OCTOBER 31) ACCORDING TO SOIL TEST. FERTIUZE WARM SEASON GRASSES ONCE DURING GROWING
SEASON PER SOIL TEST.
B. PRUNING: PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR TREES OR FOR
SIGHT DISTANCES/SAFETY REASONS. THE SHIGO STANDARDS SHOULD BE ADHERED TO. THE PRUNING OF
SHRUBS SHALL BE LIMITED TO THE PRUNING NECESSARY TO MAINTAIN THE NATURAL SHAPE OF THE
PLANT EXCEPT FOR SHEARED HEDGES.
C. PEST CONTROL: PRE -EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE APPLIED IN
FEBRUARY, CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE MAY BE APPLIED AND SHALL BE
SPECIFIC TO THE PROBLEM,
0. MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3" IN PLANT BEDS. MULCH SHALL BE
REAPPLIED EVERY TWO YEARS. AS NECESSARY TO MAINTAIN THE AVERAGE DEPTH OF THE PLANT BED.
I. : PRIMARY FESCUE LAWNS SHALL. BE MAINTAINED AT AN AVERAGE HEIGHT OF 3" AND SHALL BE
ROUTINELY MOWED TO ACHIEVE THIS HEIGHT, SECONDARY TURF AREAS MAY BE MAINTAINED HIGHER AND
LESS FREQUENTLY. WARM SEASON GRASSES SHALL. BE MOWED AS NEEDED DURING THE GROWING
SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE SPECIES OF TURF GRASS,
F. PI___MT PROTECTION: INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED PLANTINGS IS PROHIBITED.
G. WATERING: IF ANY IRRIGATION SYSTEM IS UTIUZED. THE SYSTEM SHALL BE REGULATED TO PROVIDE
APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING SEASON,
H. REMOVAL OF DISEASE INFESTED MATERIAL SHALL BE ALLOWED SO LONG AS REQUIRED TREES AND
SHRUBS ARE REPLACED AT THE REQUIRED RATES AND SIZES.
FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A VIOLATION OF
THE UNIFIED DEVELOPMENT ORDINANCE AND MAY RESULT IN FINES.
LEGEND
LANDSCAPE REQUIREMENTS:
1. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON-SITE ELECTRIC, CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE
OF REAR YARD AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS, PLANTINGS SHALL ALLOW FOR A MINIMUM OF A 5' CLEARANCE
AROUND THE STRUCTURE TO ALLOW FOR ACCESS, ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK, THE PLANTINGS SHALL. ALLOW FOR A 10' CLEARANCE.
THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT MATERIAL AT MATURITY.
2. ALL HVAC AND MECHANICAL DEVICES SHALL BE SCREENED FROM OFF-SITE VIEWS BY EVERGREEN SHRUBS (SPACED 5' O.C.) WHICH REACH A HEIGHT OF 6' MIN. AT MATURITY.
3. ALL STORMWATER DEVICES SUCH AS CULVERTS, RIP RAP STRUCTURES, RETENTION AND DETENTION PONDS AND OTHER STORMWATER-RELATED DEVICES SHALL BE SCREENED WITH
EVERGREEN PLANTINGS TO REDUCE THEIR VISUAL IMPACTS,
4. ALL LANDSCAPED TRAFFIC ISLANDS AND ROADWAY MEDIANS SHALL BE MAINTAINED BY THE H2O.A, IN PERPETUITY.
��w .. EXISTING PROPERTY LINE
- - ADJACENT PROPERTY LINE
-- - - - - - STREAM BUFFER ZONE
- - - - - -- -- UTILITY EASEMENTS
-- - - -- - -- - BUILDING/PROPERTY SETBACK
OPEN SPACE AREA
x mm mm
IN W
300MR0004 50-481811=31
-�--- ----- STREAMS/PONDS
0 = = 0 PHASE LINE
020x7 by ETd, PA. No portion of the drawing- may be
copied, reproduced, redrawn or modified without the written
consent of ETd, PA.
0 60 120 180
IiiiiiiiiiiiiiiiiiiiiiillillilllllI IIIIIIIIIIIIIIIIIIIIIillillilillilI ��illillillillillillilliilillij - - I J
SCALE: HORIZONTAL 1 " = 60'
SLAM, TODD, d'AMBROSI
URBAN PLANNING LANDSCAPE ARCHITECTURE
CML ENGMERII1G * LAND USE CONSULTING
ROBBINS
& ASSOCIATES
INTERNATIONAL
GOLF COURSE DESIGN' MASTER PLANNING
CONSTRUCTION MANAGEI�WNT
2880 SLATER ROAD, SUITE 200
MORRISVII.LE. NORTH CAROLINA 27560
OFFICE 919.481.2021
FAX [phone]
EMAIL [e-mail]
FRANKLIN GROVE
PHASE 1
LANDSCAPE PLAN
CLIENT
DO ALLEN HOMES, INC.
812 MOOBEFIELD PK.DR.STE.812
RICHMOND, VA 23236
804-323-1362
CONTACT: DICK PATON
EMAIL: [e-mail]
ENGINEER
ELAM, TODD, d'AMBROSI
2880 SLATER RD. STE.200
MOftRISVILLE, NC 27560
919-481-2021
CONTACT: SAM NYE
EMAIL: [e-mail]
SURVEYOR
JH CHANDLER &ASSOCIATES
7621 PURFURY RD. STE.201
FUQUAY-VARINA, NC 27526
919-552-4845
CONTACT: JOHN CHANDLER
EMAIL: [e-mail]
LANDSCAPE ARCHITECT
ELAM, TODD, d'AMBROSI
2880 SLATER ROAD. STE. 200
MORRISVILLE, NC. 27560
919-481-2021
CONTACT: MICHAEL LEIGH
EMAIL: [e-mail]
Drawn By: JJ PP: SH
Checked By: SN PN: SN
Date: 2/01/06 Sly: SN
Proj#: 2502011
Revisions
6/15/07 LAYOUT REVISION
SHEET

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:,':1 r:a 1 , i^ y.; .I~ . • ' ~ s,, ii .IMBED CONTACT: DICK PATON
y^ 1 f:i.4i?S. i EMAIL: [e-mail]
/ • ~ / l AND ENGINEER
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M C ~ VVo ~ ~ ~ ELAM, TODD, d'AMBROSI
~ ~ ' v ZS ~ ~ '1 2880 SLATER RD. STE .200 MORRISVILLE9 NC 27560
~ ~ ~ ~ i 1 1, ~ 919-481-2021
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BLE FOR CONTACT: SAM NYE 'ES SHOWN EMAIL: [e-mail]
XTATION TO
1 . AS SURVEYOR
1 t ~ IN SEPT. JH CHANDLER & ASSOCIATES
1 -r - M , 1 GROWING 7621 PURFURY RD. STE.201
1 ~ PM Soo AS FUQUAY-VARINA, NC 27526
t 0R FOR 919-552-4845
: ~ 'RUNING OF CONTACT: JOHN CHANDLER )F.THE EMAIL: [e-mail]
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• AS • t / IED I N LANDS CAPE ARCHITECT
/ ~ t D SHALL BE 'AMBROSI
~ , SLAM, TODD, d 2880 SLATER ROAD. STE. 200
/ / i~ t 7 5 SHALL BE MORRISVILLE, NC. 27560
t / ff BED. 919-481-2021
~l SHALL BE CONTACT: MICHAEL LEIGH
HIGHER AND EMAIL: [e-mail]
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~ ~ 1 `.r' l:, I'' ,I'.' iAY? .,JJ s' a3,• ,s. :r: .J. ;:h ..t.it 'a'a ':y- .r' ¦ ;F a. v ,1:' ..p^:, 1 , 3. i•'r'i'«.: L, F'.. •JL':w e'Ji ` J 2 ;a. 1:%~.1•. 'L F ::I:~-• ]r.•. r . -.b'., y'::; ' 'rJ•J :Y- a ? .x.J >.~i•~''9.J.r..~r. ,-•a9~r .e r~'• ••r••aA, r •u. tt r t,. x'•.L.`+,.i.7,,t, N. J::•-,_ .r.'i'~J^i•i.) t.' •ry.l:'.'..i.' arrF.al: •1;. •Jf'- J:,ijtJi.:i.~:i 'aN~:Laa:r-. a'1?1a71'.1 i it,J) z f to { AY i {9. t At ~I .I':S Sr iI! j'r? a%j' :St rf: a .jr'xN~•~3. a ,i,?~`~'.;: ,-~v:ji;! '~'3. s J- 11^ 9. y r.J xarr. 7 ti rY.,:`a1 `.`w^a :•r.:i' ,s Y:.: J{ -.JI: ..1!:.-•:.J~ . -1.if.':^.:Ir:.:'.J~F.:~ '?`:a ;.~~r:~... -..i i }I r ..if'.z. l$'.. ~ ~y^idTm:.l t~..•!. .lr. v'd t: k.i:: a. y J.- ~•r•..;t~Gt ~iI~ 471t,.,,n.`,tii,. k}~,i,Ji, V;U9, 4}r.. 4 .d, .:..11~' ~ . y3 ~ y,~:i°` a1 y':'{ t}!( 'AN':, Mx:i51•:•+~,i~t•C. ?N, ~ t;•." ~l~lti. 1• 3.; 3yy,t~,9,~ii , ~ i'rrY > 1 r` y.iR, II yy .~7., ~,f ~ ~~1.y~•C ~1~ IL•• y rJ..~.L I. f. "Vf'.•~ L t 1 i:. ~ 1t~' V ~ . i 'V, ~ i-.' ,tl.`Y .,,ir:,.r7:.,'_'~,,:.ta•vtut..PA:.41r3rJE' .dt.FJ~' s_~ ,j 5-•~n~' • A• .:4¦• • +-.•t+''3 ~4 JJf~; 4 rF y _ x _ rt . p_~~ r v~ii..,r~ aivi:~J1~•:i+ siti M>.i}~::::1:^~: 3 HEN INDIVIDUAL LOT PLANTING PLANS ARE PREPARED AND I e., irN. wi .1, n,.,,..,. ?.;.o.Ntiri~ :a„swr,il'S`..:~. .T: i, a.r. . ••~i~ ,...,;.llwa.il ~ , ¦.Y..;~:~a p.~, R,, a.r: .:Ja..2..rA.yfYww.aL,r~.r.~a » .tS `,rJ!::r..:. :D AND DRIVEWAY LOCATIONS ARE ESTABLISHED, L-02
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JJ J~ l 'O S NS J JJ ? ? ? J JJJ J J J J J ,~jJJ J ill J J J J J J I NS ~ ? C4NSTRUCI'ION MANAGIIKENI' 2880 SLATER ROAD, SUITE 200
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1~ N . V r ~ ~ ~ HQ ENTRANCE COLUMNS RICHMOND, VA 23236
• S Q • NS . MG N NS fOJK ~ ~ ~ ~ ~f ~ ~ , - ~ ~ ANA FENCE TO BE ~ SUBMt1TED SE~\ \Y 804--323-1362
N _ ~M S G ~A . ' ~ M . , , / CONTACT: DICK PATON
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~ . • / V ~ ~ JAG ° M 4~9 ~ r.. ~ j ~ ELAM, TODD, d'AMBROSI
' J . ; -HV } ~ti w~ I~ • f ~ . 2880 SLATER RD. STE.200
~ . 4~~ 4~~ 4~2 ~ i M MORRISVILLE9 NC 27560
4~3 i Q a ~ ~ • • / 919-461-2021 CONTACT: SAM NYE
\ / 4~~ ' _ EMAIL: [e-mail]
1 N : TR E XISTING EEII E l . 14 41S ~ i ~
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i ` 6, ~ ls~ JH CHANDLER & ASSOCIATES
- ~ / i 7621 PURFURY RD. STE.201
.,,,,,~,~r MD ~ y j ~ FUQUAY-VARINA, NC 27526
o 919-552-4845
r / ~ ~ \ ' J CONTACT: JOHN CHANDLER
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- ~ N - / UI i ~ 1 LANDSCAPE ARCHITECT
O ' N ' O I r ~ N 1
r ~ ~ ( ' ~J/ ELAM, TODD, d'AMBROSI
D / ~ J ' ~ • r I 2880 SLATER ROAD. STE. 200
i i \ ~ j f / MORRISVILLE, NC. 27560
Z ~ ' ~ r / J i` SEE SHEET L-O1 FOR ~ ' • 919-481-2021 CONTACT: MICHAEL LEIGH
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C HDLDEN ROAD WEST 4F WALL ROAD
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Cy ~ ' ~e • 00~ 0 d o 0 F+ 00 • •0 HEAVY SOILS N.T.S PLANT LIST FOR HOLDEN ROAD BERM
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D ~ o 0 0 0~ • Poi 0~ $ SYMBOL QUANTITY BOTANICAL NAME COAAMON NAME SIB SPACING REAAARKS
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~ • e e I .~0 ~ 0• ~ . e0 „ ~ °a a e~ . . 4 WOVEN BELT, o. o• • 4 wEr~ sir sYNniEnc AS 9 Acer saccharum Sugar Maple 2 1/2 - 3" cal. 30' Straight trunk; Full AG 10 Amelanchier grandiflora Serviceberry 1 1/2" cal. 25' Straight trunk; Full Drawn By, JJ PP: SH
d° a~ e b p o e. FABRIC STRAP. OF • ti . 0 STRAP. GREEN. HV 7 Hamamelis virginiana Witch Hazel 1 1/2" cal. 15' Straight trunk; Full Checked By: SN PM: SN
Z • • SG0.WFYAI~BUTTERFLYROOTSOF . • O . ' e SIC . ~ ANY ROOT BOUND CONTAIPER HQ 100 Hydrangea quercifolia'Snow Queen Oakleaf Hydrangea 36" Ht. 5' Full and heavy
I a o ~ pg0 ~~p `e• ~ MATERW. BEFORE PLANTING ~ BALLED po•e o • o~ ~ p~/ ~ ANDBURLAPPEDREMOVEBURLAPAND 10 11 Ilex opaca'Miss Helen' American Holly 2" cal. 20' Full to ground; Heayr Date 2/01/06 SM: SN
a to 4" LAYER OF MULCH ULCH : a O, O O op ve . ° 8~'. TWIPEFROMTOP}S OF ROOTB/1LL IOJK 2 Ilex opaca 'Jersey Knight' (male) American Holly 2" cal. 20' Fuii to ground; Heavy Proj#: 2502011
~o MG 13 Magnolia granditiora 'Majestic Beauty' Magnolia 10' Ht. 25' Full to ground; Heavy
MOVE TOP 213 OF W~ p ~ ~p• C o p /e • ~ ~?/30FYVREBASK6TWHERE • o • ~ O O . p o• , . Cb~ ~ O MDW 12 Malus 'Donald Wyman" Donald Wyman Crabapple 1 1/2" cal. 25' Straight trunk; Full Revisions
I PRESENT. REMOVE FRO eMOVE FROM PIr. • o o • • ` ~ 4• gpUCQt o NS 8 Wyssa sylvatica Black gum 2 1/2 - 3" cal. 30' Straight trunk; Full 6/15/07 LAYOUT REVISION
TILL SOIL TO 6" D iOiL TO 8" DEPiH UP 7b 4' RADH~ FROM OA 9 Oxydendnam arboreum Sourwood 1 112" cal. 20'
TRUNK EXCEPT 1 i SLOPE. TYP. AC EXCEPT ON DOWNH~I SIDE OF TYP. QA 7 Quercus acutissima Sawtoo~th Oak 2 1/2 - 3" cal. Straight trunk; Full
QN 6 Q. nuttallii Nuttall Oak 2 1/2 - 3" cal. 30' Straight trunk; Full QS 6 Q. shumar+~dii Shumard Oak 2 1/2 - 3" cal. 30' Straight tnmk; Full
N O RIFY EDGE ANI r r PLANTMVG HOLE Y EDGE AND BO7TOM OF -I I T ~ ~I NO FIOLE VA 14 Vitex agnus-castus Chaste Tree 8' Ht. _ 10' Full and heavy
I 1 N 13 Ilex uerticillata'wirrter red' Wirrterberry 5 Ht. 10' Full
. NDISTURBED 501L PEDESTi~ IL PEDESTAL OR COMPACT -I
SPECIRED PIANTMiG MIX. WATER AND TAP TO SOlL UNDER ROOT BALL TO P REMOVE AIR POCI~TS. f BALL TO PREVENT 8ETTLNG. ~ I I-~
~ NOTES: 8. SEE SPECIFICATIONS FOR OTi ONS FOR OTHEYt RANTING
REQUIREMENTS. ALL DURING PERIODS OF VYET OR FRC,ZEN 80N. 1, DO NOT INST N 9. DETAIL APPLIES TO SINGLE TI f0 SINGLE TREES ANO MULTFSTL~A
O CONDITIONS. O TREES. v BACKFILL WITH SPECIFIED PLlWTING MIXTURE
2. REMOVE ALL BALL TIES OR STRAPPING FROM BALL. 14. GUY OR STAKE AS SPECIFIEI A3 9PECIFED BY PLMIf UST ORAR
N 3. INSTALL TOP OF BALL MIN r MVL Ir ABOVE FN ISH GRADE. SPECIFIED BY I.AIDSACPE Al V INSTALL TO MINNNUM SETTLING. SPECIFICATIONS FOR DETAgJ MW&gGPE ARCIiIfECT. (SEE PLANTING MIXTURE: PLANTING MIXTURE SHALL BE TWO PARTS IFOR°~AJ1.4. APPROVED OFF SITE TOPSOIL (2) TWO PARTS EXISTING SUITABLE SOIL AND
~ 4. SET TREE VERTICAL NV ALL DID 11. DO NOT PRUNE OR CUT LEAI OR CUT LEADER EXCEPT TO STABILIZE (1) ONE PART SCREENED PINE BARK THOROUGHLY MILD. ADD 2,0-15-5
DAMAGE OR AS DIRECTED Bl ` 8. SOAK ROOT BALL AND PLANT PIT IWEDIATELYAFTER (SEE SPECIFICATIONS FOR 0 DIRECTED BY uwDsnM ARCHITECT. TIONS FOR DETAILS) FERTILIZER IN EACH PLANT PIT AT MANUFACTURER'S RECOMMENDED RATE. 02007 by ETd, PA. No portion of the drawings may be
INSTALLATION. 12. PLANT SO TOP OF ROOT BAL )F ROOT BALL 18 EVEN WITH THE copied, reproduced, redrawn or modified without the written consent of ETd, PA. SHM]17.ET
S. IF TREE GUYED. EVENLY SPACE GUYS. MTALL STRAPS TO ALLOW FINISHED GRADE. PLANT MOVEMENT (SEE SPECIFICATIONS OR DETAILS. STAKING AS A n fIRESWITH S"RVEYERTAPE.
SUBSTITUTE FOR GUYING BY LANDSCAPE ATNCHffECTAPPROVAL 13. FLAG GUYING WIRES WITH $ • • ONLY. ,4" 14. USE 2"X4 2PRESS TREA SHRUB PLANTING DETAIL PRESS TREATED BTAK~-TOP OF STAKE 0 30 80 90
r 7.4 SAUCER WILL BE OUTSIDE OF BAd(FLL 8 ABOVE GROUND. 41D. HEAVY SOILS N.T.S.
r SCALE: HORIZONTAL 1" = 30' L-03
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` , i r _ - KEY PLAN
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RO PUBLIC) JB 9 i 2880 SLATER ROAD, SUITE 200
MORRISVII.LE, NORTH CAROLINA 27560 SA
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415 a,,~:- i '''~hr.1~;?a~ai5; ~ a Ki,~:,•,..r•.~ ~ ,w ,~l + g CONTACT: JOHN CHANDLER
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~n, Y' wa'~ ;Y r~i. o E CONTACT: MICHAEL LEIGH
EMAIL: mleigh@etdpa. com
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NCDO ACCEPATBI SHOULDER ILDER 0 5 1 1
~ ~ 380 BE E TENDED AT XISTING CRO CRO S-SLOPES NLESS SCALE VERTICAL 1'~ = 5~
N OTHE WISE DIRECT D BY THE THE CBOT.
~ A
N W
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C - ~ 11 ~oi Oo NN MM to 00 00 I. q1t
0 50 100 150
~ ~ - I-00 25+00 26+00 27+00 28+00 00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
SCALE: HORIZONTAL 1" = 50' W-1
4 N ~ N

ELAM, TODD, & ROSI
URBAN PLANNMG LANDSCAPE ARCHITECTURE
CIVIL 64GR4iERRIG • LAND USE CONSUMING
R BBI
D ~ ~ & ASSOCIATES INTERNATIONAL
HOLDEN R SR 1147 ROA GOLF COTJM DESIGN * MASTER PLANNING
CONSTRUCTION MANAG
47 ~ 2880 SLATER ROAD, SUITE 200 MORRISV ILLE, NORTH CAROLINA 27560
SA
(60' PUBLIC R/ . - - - - _ - - ~ - -I ~ ~ R~w~ ~ TE OFFICE 919.481.2021
FAX [phone]
I EMAIL [e-mail]
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SCALE: HORIZONTAL i" = 40'
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EXISTING STRIPING
VV Al Jil N HVMfiO
ALL WORK ALONG SR 1147 SHALL CONFORM TO NCDOT PAVEMENT MARKINGS LEGEND 812 MORREFIELD PK.DR.STE.812
STANDARDS AND SPECIFICATIONS. ANY WORK DONE RICHMOND, VA 23236
WlTHfN 5' OF A TRAVEL LANE WILL REQUIRE A FULL ~ 4"YELLOW DOUBLE CENTER LINE LANE CLOSURE AND ALL OTHER APPROPRIATE TRAFFIC 804-323-1362
CONTROL MEASURES AS REQUIRED BY THE NCDOT. CONTACT: DICK PATON
TG 4"WHITE MINI-SKIP LINE EMAIL: [e-mail]
RE-CUT DRAINAGE DITCHES AS NECESSARY TO PROVIDE ENGINEER
NCDOT ACCEPATBLE SHOULDERS. TD 4"WHITE SKIP UNE ELAM, TODD, d'AMBROSI
2880 SLATER RD. STE.200
CROSS-SLOPES SHOWN ARE EXISTMG, WIDENING IS TO O 4"WHITE EDGELINE BE EXTENDED AT EXISTING CROSS-SLOPES UNLESS MORRISVILLE, NC 27560
250' _ J c OTHERWISE DIRECTED BY THE NCDOT. TH 24"YELLOW GORE/DIAGONAL LINE 919-481-2021
200' = Z~3A LZ CONTACT: SAM NYE
EMAIL: [e-mail]
SURVEYOR
JH CHANDLER & ASSOCIATES
7621 PURFURY RD. STE.201
o HOLDEN R SR 114 (60' PUBLIC R FUQUAY-VARINA, NC 27526
919-552-4845
CONTACT: JOHN CHANDLER EMAIL: [e-mail]
~ r LANDSCAPE ARCHITECT
ELAM, TODD, d'AMBROSI
2880 SLATER ROAD. STE. 200
~ TM - - - ~ ~ ~ - 25p' , D MORRISVILLE, NC. 27560
~ ~ 919-481-2021
. j' CONTACT: MICHAEL LEIGH
1" '+~y all : ryta• . EMAIL: [e-mail]
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t_ Checked Sy: SN PM: SN
BE REMpVWEpY TO 3 ~1 Date: 2/01 /06 SW SN
EX. DRIVEWAY TO Proj#:2502011
g - - 200' = T BE REMOVED
Revisions
S 8/15/07 LAYOUT REVISION
$ - ==__I I ___I I ----i~- r 1 1
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WALL ROADS (PUBLIC)
398.18 398.92
398.88
398.50
SLAM, TODD, d'AMBROSI
398.52 399,30
99 NCDOT STD. URBAN PLANNWG LANDSCAPE ARCHITECTURE
CONCRETE R75.0' W-0, AY CP~g~iC) t-03 CML iNGR4iEROG * LAND USE CONSULTWG
398.52 MONOLITHIC
$ 399.37
398.87 CI 42 R BBI NS
399.15 & ASSOCIATES
\ 399.58 INTERNATIONAL
398.43 GOLF COURSE DESIC3N' MASTIIt PLANNING
399.06 CONSTRUCTION MANAGOIENT 2880 SLATER ROAD, SL11TE 200
399_34 99. t4 BppE~P MORRISVII.LE, NORTH CAROLINA 27560
399.2 99.0 f1 SA OFFICE 919.481.2021
399.45 398. 398.35 399.28 399.52 ,398,gg 98.94 399.16 ~ 399.44 FAX [phone]
399.52 j- 1 +00 399.50 EMAIL [e-mail]
399.3 \ 399.13 ~ 399. R75.0' 398.91 99.23 399.21 399.30
3
398.29 CA
~ 399.19
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398.28 399.10 399.07 L
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wcvor srv. CONCRETE 40 ell. G/ NE ~i
MONOLITHIC sGS~ No00
ISLAND N wob
398.99 S~O~ 399.29
97.99 PERENNIAL. ED/
398.78 X98.77
397.90 399.09 R75.0' i.0'
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398.64 39 7 398.83 9+ 399. f 399.45 8' C 398.32 g8.15 3 9.3 7 M PUBLIG~ 397.98 398.24 ~8' CONCRETE FRANKLIN GROVE
MEDUW
PHASE 1
WA`( ~ 397.9 f 18" EGA 398. ~ 399.76 399.46 STp. X18" NCDOT STD. MEDIMI
399.00 C! 33 ` CURB CURB
398.51
399.38 NC~T STD. NCDOT STD. CONCRETE
398.53 399.69 CI 34 CONCRETE R~ MONOLfMIC
MONOLITHIC 399,3 398.86 ISL4ND ~ ISUWD 398.58
399.51
;1 RQL?ND-A-BOUT
1 39~ 398.76
\ 398.71 399.53 DETAIL
399.46 398.69 NOTE:
\ ` 398.75 ALL SPOT ELEVATIONS ARE
3~ 39~ 398.63 MEASURED FROM THE FLOW UNE.
CLIENT
~ 370
398'9~~~- DO ALLEN HOMES
812 MORREFIELD PK. DR. STE.812
\ 398,60 RICHMOND, VA 23236
804 - 323 -1362
CONTACT: DICK PATON
/ 0 20 40 60 EMAIL: [e-mail]
O ENGINEER
SCALE. HORIZONTAL 1" = 20' ELAM, TODD, d'AMBROSI
2680 SLATER RD. STE.2 00 MORRISVILLE, NC 27560
425 919-481-2021
420 CONTACT: SAM NYE
EMAIL: [e-mail]
SURVEYOR
420 JH CHANDLER & ASSOCIATES
7621 PURFURY RD. STE.201
O 415 FUQUAY--VARINA, NC 27526
919-552--4845
HIGH P01 ELEV = 39 ~ 4 7 5 HIGH PO/NT STA 27+7 ~ = 399.6 CONTACT: JOHN CHANDLER
= 27+70. EMAIL: [e-mail]
.~/4 =27+07.93 o PVI E =400.2 f 7+07.93 400.2 f LANDSCAPE ARCHITECT
a~. ~ -3.s4 410 3.84
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20 .00' VC VC + + a; o o~ 2880 SLATER ROAD. STE. 200
410 MORRISVILLE, NC. 27560 919-481-2021
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Revisions
0/15/07 LAYOUT REVISION
~ ~ ISLAND . ~ 0 50 100 150
r 385
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I~ 0 5 10 iS
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~ 9ENEML NOTE8: AS DIRECTED 9Y 1'FIE EN02NEER. ' THIS 1MTERLV. NILE BE IM~AI.ED HAY OR BTRAIN. PLACE THE ~ `j ~ IN s
Q~ 2.0. =THE YAXIMUY lIOHIZONT/LL. INBI~ DIYEN8ION. ~ SILL OR SELECT BACIffIIL MATERIAL. WHEN 'M' I l~E SELECT WTERIAL OF THE MPROPRIATE CLA$8 A8 FOLLOWS 'ED CONDITION. LIEN 'H' IS LESS THAN 90' W W W
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TRENCFI NRTM YATERiAL DEP06ITED IN THE LOOBE8T ACCORDANCE IrITN SECTION 286 OF THE 8PECIFICATIONB.
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Z Z ~ a ~ 18" 1`-10" 7'-10° 0 RICHMOND, VA 23236
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Q S I . D. a THE YAXIMNI FIaIIZONTAL INSIDE DI~lIBION. PH. C01~. SURF. COURSE, TYPE I-2 3 M CONTACT: DICK PATON
N O.D. ~ THE YAXI~IM 1~1IZONTAL OUTSIDE DIMENSION. EMAIL: dpaton®doallengoup.com
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PH. CONC. BASE COURSE, TYPE HB p ~ QQ ELAM, TODD, d'AMBROSI
_ ~ D ' O ~ ~ 1008ELY PLACED APPROVED BUITA6LE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CCNDITIONINfi A8 O ~ L~"~J DIRECTED BY THE ENfiINEER.(STONE NILL NOT BE ALLOWED) $ ~ W O ~ D 48" 5' - 0" 11 0" - - - - 6 ASPH . CO d ~ ~ D EXISTING EXISTING Z Z 2880 SLATER RD. STE.200
Q MORRISVILLE, NC 27560
SELECT M1ITERIAL OF '1?E APPROPRIATE CLA88 AS FOLLOMIB: ~z~ d.~ my ~ ~ ~ N 919-481-2021
SELECT YI1TEIl2Al 'H' W CONTACT: SAM NYE
r ~ G_A88 IY OVER 60 FEET 7~ z v~~ ~ ~ EMAIL: [e-mail]
Cl~BS III OVER 40 FEET ifllbU~1 60 FEET O CLA88 II OVER 90 FEET TFN10119H 40 FEET ~ p y ~ ~'-o" 2' w ~ ~ 1" 2'-O" X 2'-O" 1'-O" J d t9
~ ~ NOTE: A NIGNER CLA88 SELECT MATERIAL, NOT TO EXCEED CLA88 IV, MAY 8E USED IN LIEU OF CLASS II OR III. z w SURVEYOR
W JH CHANDLER & ASSOCIATES
Z LOOSE OOIIPRE88I81E MATEHIAI. THE 80TTp1 THIRD OF THIS MATERIAL MILL 8E UNBALED NAY OR BTRAN. PLACE THE RE MPROVEQ BACIffIU. IN A L008E IN~OIIPAR~T~ COIDITIODI. MIEN 'H' I8 1E88 THAN 30' T1E LOOSE MATERIAL AND HAY I CE THE REAIAININO =i AND HAY IS NOT REWIRED. D 7621 PURFURY RD. STE.201
LACE BACKFILL FUQUAY-VARINA, NC 27526
0 PREPME THE PIPE FOUI~ATION AND BEODINB OF THE PIPE IN 10.000ROANCE WITH METHOD 'A' INSTALLATION. PLACE BACK INTERIAL TO THE WIDTH REQUIRED BY T1~ DRAwINO AND TO A DEP'T}I OVER TF~ PIPE EQUAL TO D. THEN EXCAVATE THE Y1ITERIAL DIRECTLY OVER THE PIPE AND BACIffILL TFE TRENCH MATH IMTERIAL ~POBITED IN 7}E LOOSEST VATE THE BACKFILL 919-552-4845
P086IBLE COI~ITION. f~LETE THE HeANI~IT IN I~COORDANCE wI7N 8ECTION Y95 OF TIE BPECtFIG1TI0N8. PAVEMENT REPAI L008E COMPRESSIBLE SHEET 1 OF 1 EET 1 OF 2 (PIPE IS TO BE 300.02 654.01 :PAIRS ON ROADS NOT TO 8E RESURFACED CONTACT: JOHN CHANDLER EMAIL: [e-mail]
D BE PLACED UN~R D(ISTING PAVEMENT) SHEET 1 OF 2
f" MEET 1 ~F 1 DO MCT OPEMTE HEAW EQUIPMENT OV91 THE PIPE CULVERT UNTIL TiE BACKFILL, INCLUDING THE TRENCH OF L008E CO ~ 300.02 wr4+~, NA8 BEN CpPLETED. 654.01 LANDS CAPE ARCHITECT
r r ELAM, TODD, d'AMBROSI
~O O 2880 SLATER ROAD. STE. 200
g 0 TOP OF FILL TOP OF FILL TO 4 om TOP OF FILL - Z p 8rr ~ ~v~ o~ OR 8" ASPH. CONC. INTERMEDIATE COUR8E RESURFACING Z MORRISVILLE, NC. 27560
N ~ ~ Q C 8" AS M Z pp MP?TERIAL N N 8" ASPH. CONC. BASE COURSE F' Q 919-481-2021
M' Z Q CONTACT: MICHAEL LEIGH
~ 0 O 8R01N~D LINE H GROUND LINE N f~IJND LINE H ~~a~Z m0~-~-I~ EXISTING N ~ V EXISTiNO ~ ~ a = Z EMAIL: [e-mail]
~ Z ~ ~ m ~Y~r~~~~nl~- in ru~pH~r.~~~ nr ?~I~S~rcrr ~ ~ -i~~= ~l~r~~ n~ ai~i_ e~_~rl~ to
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D~ z O.D. + 4' BUT NOT LE88 THAN 12" O.D. + 4 ~ NOR MORE TFIAN 24 O.D. + 4' D
a ~ NORMAL EARTH FOUNDATION ROCK FOUNDATION
PIPE IN TRENCH UNSUITABLE M ~ TOP OF FILL TOP OF FILL ~ 1BLE MATERIAL FOUNDATION
TOP OF FILL Z p X yy PAVEMENT REP/ W ~ 12?' 1,_4" ~~_4„ (PIPE IS PL H ' REPAIRS ON ROADS TO 0E RESURFACED LS PLACED UNDER EXISTING PAVEMENT) Drawn Sy: JJ PP: SH
Checked Sy: SN PM: SN
ac Date: 2/01 /06 SM: SN
m ~ 2 a ~ = nj N MIN. 0. H MIN. O.D YIN. 0 0 ~ O r YIN. 0.0. MIN. 0.0. ~ ~a' ,v p s YIN. 0. H MIN. O.D. LL Q' ~ O ~ 18~~ ~~-10~~ 7~-~On 0 ~ N
Z ~ a Proj#: 2502011
~ _ OROIIND LINE ! j dROUIO LINE Z J Q ~ ~ N 24" 2~-6~~ 8'-6"
_ - 3" ASPH. CONC. SURF. COURSE 3 a Revisions
~ ~ ~ . - -n, ~n~cn~i~i=~~i iii = =a~.=ni_iu _iq _x~_rii~~ ' - - p ~ H Q ~ ~ y 36" 3'-8" 8'-8" 6~~ ASPH. ASPH. (:ONC. INTERMEDIATE COURSE ~ W 6/15/07 LAYOUT REVISION
1I a. MI . ~ ~ v Z p 42" 4`-5" 10'-5" 6" ASPH. OR " ASPH. CONC. BASE COURSE 0 ~ W
0 ~ ~ ~ i~~~u;~ii-di.=laq~::.~~r.. ~in.• ~ ~r= r_~nsd~~~i ~ - t Q
Q =i ~ ~ 1' W 11 + y4" PER F00T OF 'H'J' W AS DIRECTED BY ENBR. ~ r~r_~ ~_'i w - ~ y ~ W ~ m v EXISTING EXiSTiN(i ~ W a
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1BLE MATERIAL FOUNDATION N p ~ ~ H ~
y ~ H NORMAL EARTH FOUNDATION ROCK FOUNDATION UNSUITABLE M ~ r" ~ PIPE ABOVE GROUND ~aN
~ 0 d m H ~ J~'O
~ ~ ~ ~ "'1~ A~~' APPROVED SUITABLE lOCJ1L OATERIAL Oil SELECT M 0.0. ¦ THE YAXiMUY FiORIZCNfAL OUTSI~ DII~lISION. AS OIRECTEO BY TFIE ENBIIIEER. SELECT MATERIAL F~1 FOINrDATION CONDITIONING Z ~ ~ O C'3 ~ Z
N ~ ~ H =THE FILL HEIGHT MEAMIRED VERTICALLY AT 11NY POINT ALGNB THE PIPE APPROVED BACKFILL OR 8ELECT MATERIAL. MRiEN 'H' g m FRpI TFE TOP OF THE PIPE TO THE TOP ~ 7ME EY9ANIalENT AT TFMT POINT. ~ SELECT MATERIAL OF THE APPROPRIATE CLA88 WILL . x~t~ 'x' is Gn~?7En 7ww so'~ W F' W ~ ;uea wiu ee usEO ~s Fou.ows: ~ ~ W
~ Q w ~ WIDTH OF 8F111PED B~OIg6. ru= u~urau UfDI8TURBED EARTH MATERIAL D
A Z SELECT IAATENIAL _ On wfr MRIUTF we~W EOUTM~E6R MIEn AMV S'TM1CiUNAL PLATE PIPE UNTIL THE 'N' ~
~ 8TMICRNIAL PLATE PIPE HAS BEEN PROPERLY BACICFiLLED AND COVERED WITH AT LEAST CU188 III OVER 40 FEET wex so Fier 40 FEET THROUGH 60 FEET
SET OF APPROVED MATERIAL. CLASS II OVER 30 FEET wit " O.D./lY NOT LESS THAN 0" YIN. THE CLASS OF SELECT BACKFILL MATERIAL TO BE USED FOR AN 30 FEET 7FiH 40 FEET iED FOR AN INDIVIDUAL PIPE INSTALLATION WILL
~ BE BASED ON THE MAXIMUM H iiN1ICM OCCURS ALONG THE PIPE I fHE PIPE INSTALLATION. A HIGHER CLASS PAVEMENT REPAI RI IE USED IN LIEU OF CLASS II OR III. (PIPE IS TO BE EPAIRS ON ROADS HOT TO BE RESURFACED
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN SHEET 1 OF 1 FOR FOUNDATION CONDITIONING AS DIRECTED BY THE ENBINEER.(STOME SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIl 108E PORTIONS OF AN INDIVIDUAL WEET 1 OF 1 EET 2 OF 2 D BE PLACED UNDER EXISTING PAVEMENT) SHEET 2 OF 2 02007 by ETd, PA. No portion of the drAwinga may be SHEET
^ 30V . O3 wl~~ NOT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PMT OF THE FILL W r+ HE FILL INHERE IS 80 FEET OR 1E88 d90A.OQ 654 m01 v v 654mOl copied, reproduced, redrawn or modified without the written consent of ETd, PA. Wo
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m on~?~ ~w HOOD QENERAL NOTES: D ~ BACK OF pJRB 8EE TO.N .840.03 USE CLA88 "8" CONCNETE TFNIOUGHOUT. Z ~ m
p M ~ z X PROYIOE ALL CATCH 9A8IN8 OVER 9'-8" IN DEP ON CENTER. USE 8TEP8 wF1IC11 COI~LY MATH 8 O G ~ N N TOP ELEVATION OPTIONAL CON87'RUCTION -MONOLITHIC POUR, s° IN DEPTH WITH STEPH 12" Q Q Z DETAIL SHOWING TYPES OF GRATES 2~" ~ ~
r win+ stn. DRAWINQ 840.ee. a~ ~~~p USE ACCORDING TO WATER FLOW. 2'-11~?? QQ~
Y . o• . o• ; v:: o• o• : • o Y 12" CENTERS AS DIRECTED BY THE ENGINEER. C POUR, 2" KEYWAY, OR N4 9AR DOWELS AT H Q ~ V H ~ OINEER. ~Ja~..~Z m0~~~ B ~ 1~n Ne~C~C.~
m Z Z ~ o.~• ~ ~o _ l~E FORMS FOR THE tbNBTRUCTION OF THE BOI ~ O ~ C7 ~ :'o• A - ~ p ~;o~ IF REINFORCED CONCRETE PIPE I8 SET IN BOT nie eona~ sins. 0 ~ ~ = H Z -I = D o~~=z
_ ~ Z ~ m m ~ a: g ::a AS BHOMM ON STD. N0. 840.00. T IN 807708 SLAB OF BOX, ano To sus ~ v ~ o = _ ~ ~ m TYPE "G" TYPE "E" TYPE "F" p c~ A Wades= 1 I 9~ Q V~ p Ci
Z N ~ ~ ~ .:o' - - - - 8rr .:v 8° = U$E TYPE uErr ~ r~F" AND QRATES UNLESS O n ~3 ~ ~ ' ~ • . eN 3,~ ~ 0 0 e/TON18N 0 E IN f1EIGFIT US 8E' g'WALLS AND UNLESS OTHERWISE INDICATED. 1- Z ~ Z W Z = ~ ~ ~ N~~M J
' WALLS AND BOTTOM SLAB. OVER ~ F"' IL 0 ~ ~ 1r.1 T ALLS AND 80TfOM SLAB. ADJUST ~ O ~ ~ n ~ ~ Z O Q ELAM, TODD, d'AMBRQSI
' ~E D ~ :'o' ~ :'o• . • ~":'o• ~ :'o o. Ol1ANTITIEB Af~'.ORDINOLY. Z N ~ D D WATER FLOW y SAG ~ WATER FLOW T 9~n Z F; O~ URBAN PLANNING LANDSCAPE ARCHITECTURE
y ~ ~ O CONSTRUCT WITH PIPE CROWNS M0.TCHINO. vii PLAN ~ . No. a ~ ~ p f/)p ~ W ~ CIVIL ENGINEERIIIG .LAND USE CONSULTm
Z X gEE NpTE CHAMFER ALL EXP08ED CORNERS 1 . SECTION X-X DMWINO ITT TO 9G1LE. p Z
= TOP ELEVATION _ _ n m m ----I
- - - - - - - - - - - - - - - - - - - - - - - - ROBBINS
TOP - - - - FRAME QRATE AND FIO~ TOP ELEVATION & ASSOCIATES
- - .840.8 EPS - S7D. N0. .88 • •1'-0" STEPS -STD. N0. 840.88 ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - n ~ SECTION B-B INTERNATIONAL
m o ; _ A = M TOP ELEVATION 8 - - - - - - o 1~ 2~ ~ z GOLF COURSE DESIGN ;MASTER PLANNING •
A p Z ~ ~ z WATER FLOW SAG - WATER FLOW O ~ CONSTRUCTION MANAGEIuMNT 2880 SLATER ROAD, SUITE 200
MORRISVII.LE, NORTH CAROLINA 27560
°B 8 ~ T •~,G~O••~ •'~.G O.C 0 811 Q0• ~ e-•I e„ ~ y m m H SECTION A-A ~ = m t~ _ SA
.e x a _ m ~ Z ~ = TYPE ?'F" TYPE "E" TYPE ?~G~? TYPE - E 3 Z a OFFICE 919.481.2021 FAX [phone]
O. D 8 m N o SECTION Y-Y ~ o•. ~=a NOD 1 ~ U EMAIL [e-mail]
:0' o• a RAISED FLOMf ARROW 2~„ p o
Q N O•• p . • C ~ ~ RISEfi HT. „ • ~ D ~ ~ u~j ~ ~ y RAISED FLOW ARROW P 2~$?' HIGH ~
(71 ~ VARIE8 ~i_~. ~ o.. tia, o. 8.. . •O' '•D' •O •O O ~D ~ ~ t~ ~ D y v Yom" HIGH ~ ~ OD o p aW~~
. v p• ~ D• S p• ~ ~ ~ ~ ~ ~,•~~.~N CARO 4
_ ~ _ ~ ~ e" ~ 8~ NOTE SECTION J -J N ~ • v' °p MFIEHE 30" TO 98" PIPE IS U6ED ...y' ~ ~ ~ 'o. r- t N ~ ~ ~ ~ D ~ O n ~ ~1~n T ~ ~ V/ t y/ y DES
SECTION M-M W- D Z g 11~ WHERE 42" TO 54" PIPE IS USED y ~ T ~ Q Z ~ ~rr f ~ O q%ft 40 oft aw -wo
m ~ 2 INFIERE 30" TO 36" PIPE IS USED WHERE 42 y G~ RISER NT. 00 03
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MIHERE 42" TO 64" PIPE IS USED '.`.-u-,• c.~•~ ~ '.'o''. o':~ :.:oc.. o:::. •.p.• o• ~ . o ~~:~~-a~.•~ .a•. .a•. . • SECTION A-A • . o• . p~ P • o• ~ v • v' c•
DETAIL SHOWING METHOD ~ ET 1 OF 2 OF RISER CON3TRUCTIOW P~ PLAN SHEET 1 OF 2 EET 2 OF 2 TYPE - F
84d . ~2 840 . ~3 TYPE G YPE G ~ SECTION A-A 8HEET 2 OF 2
840.02 ~ r s4a.o3 FRANKLIN GROVE
v m Z NOTEB: o y v~ Y zwo oP~nia~ IT ~ ~ ~ IF REQ D. `'-6" Z ~ = ~p y ~ p TOP SLAB G ~ D r-i O ~p NOTEB: U~ CLABS "B" CONCRETE THROUAl101lr. Z PHASE 1
C ~ `S~ EXPMISION JOINTS i-~ Z 8n E~ 4~_gn 4,_8„ PROVIDE ALL G1Tp1 B118Il~ DYER S'-8" 1N DEPTH WITH 8TEP8 1P" ~ } ON CENTER. U8E sTEPS YNIICH COIMLY IMITH BTD. DRAWING 440.88. ~ Q
OPTIONAL CANBTRUCTION -MONOLITHIC POUR, 2" I~YN~AY, OR N4 BAR DOMIElB AT a
~H~~ ~ 12" CENTERS A8 DIRECTED BY TF# ENOIi~ER. N ~ ~ V U8E FOIIYB WR Tim 001181'RIICTION OF THE BOTTOM SLAB. ~ J Oa E„~ Z
M Z ~ = D N4 B/1R8 "Vr' 6N 6N ~ 3TD'. 840.03 FRAME _ ,O ~ ~ O 3.. 1 ~t ~ 1 \ CaNATE d~ HOOD 13 FRAME, 4- J d Z 11~ ~ ~ ~ ~ TOP ELEVATION ~ iop °Ot~= ~Z~=D I i s IF REINFORCED CONCRETE PIPE IS 8ET IN BOTTOM SLAB OF 80X. ADD TO SLAB ~ O _
Hv~o~ =~~am 8., ~ ~~~OW z~"~~r°„ X ~ Jl JI ~ X BN a~o~ n~~~ A_~ ~ - e'-o" z ~y~ ~ s ~ o x s ~ ~ I m I JON 8TEEP QRADES ~ Q ~ y Z ~ I J- - I gu -1- - - - ~ _ :ON JOIN ~ ~D „I AS SMOINi Oq 8T0. N0. x10.00. W ~ Z ~ _ FOR 0'-0" IN HEIGHT OR LESS UBE 8" liW1LL8 AND BOTTOM SLAB. OVER V Q Q
Z~O~-~ t ~ /~i 8'-0" TO 1d'-0" IN HEIGHT U8E 8" wALLB A!O BOTTOM 8L.A8. ADJUST a ~ QIYiNTITIEB ACCG~INBLY. = F" Z W
CON87AUCT MRTH PIPE CROWNS WTCNINB. y ~ LL- H
x INSTALL 2" WEEPHOLE8 AS DIRECTED BY 711E ENGINEER. Z O ~ DETAILS
~ ~ ~ ~ R v, ~ PLAN ~ Q ~ ~ ~ ~ ~ u. CURB AND WTTER WITH CJITCH BASIN ON 8TE Z INSTALL 8TGNE DMINS. OF A IIINIYUII OF 1 GJBIC FOOT ~ N0. 78M STONE IN A H POROUS FA~tIC BAiB OR WRAP, AT EIICFI WEEP HOLE OR AS DIRECTED BY THE ENGINEER. a, ~
g1A1~ER ALL EXP08ED CORI~RS 1 ° . ~ ~
W TOP ~t W p~ ~ p~ ~ U8E ON FLAT E~~' ~P~SION JOIN GRADES 2~c AND UNDER ORANINB NOT TO SCALE. • INCREA8E 7F~ SIZE OF THE 8" OPENING TO 0" W1X., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIE9HT ABOVE THE TOP ELEVATION. ADJU6T QUANTITIES AiOCORDINOLY.
2„ WEEP HOt.E$ ~ SEE NOTE Y SECTION Y-Y
,3~.~~~ ~ DEPRE88ED QUTTER LINE P ~N CLIENT
Cxl'M1CilVIV dYlpl ~ W s
PLAN OF TOP SLAB SECTION S-S M tR = -1 W TOP SU1B 4" ~ ~ DO ALLEN HOMES 812 MORREFIELD PK. DR. STE.812
m ELEVATION ~ z 'n NORMAL CURB AND QUTTER ON LIQHT V ~ N = O ~ J~p TOP ELEVATION ~ ~ Z ~ GUTTER LINE LL M ~ RICHMOND, VA 23236
ON LIQHT aRADE3 N4 BAR Z „ T 804-323--1362
j NORMAL GUTTER LINE Z Q W i OPENING a"` 8n- ~ N ~ J W CONTACT: DICK PATON
N ~ 6" E M8 "W" BARS ~ @Ap EXPANSION JOIN ION JOINT ~ y a N m = 6 m g~N TOP ELEVATION ~ m ~ ~ EMAIL: [e-mail]
= m ~ 4 "V" „ ~ U8E ON QRADES n ER 2~k ELEV. r ELEV. ~ ~ = a ~ Z ~I D e" = Na ~ c~R. o v F ;
O J ~ PIPE WALL 10~ D ~ ~ ~ ENGINEER
C ~ E ~ ~ tOn g EP~RE8SED QUTTER LINE to C 3 ~ y i e 1 = ~ ~ L ELAM, TODD, d'AMBROSI
t71 ~ ~ ~ ( EXPANSION JOINT ~ -o = ~ ~ DOWEL ELEVATION ova ~C~v I ~H $~"CLR. ~ (TNICIO~IE8S VARIES) ~ Q V (MIN.) ~ ~T~. Q ~ 2880 SLATER RD. STE.200
M4 BAR 2 ~ ~ Z MORRISVILLE, NC 27560
~ ~ ~ SECTION R - R NORMAL CURB AND GUTTER ON STEEP ON STEEP GRADES = ~ N ~ ~ W N : SEE NOTE ~ N W 919-481-2021
H r mm CONTACT: SAM NYE
m y p MINIMUM DII~N8ION8 AND GUANTITIE8 FOR (~NCRETE CATCH BA8IN dABED ON MIN. HEIGHT. H WITH NO RISER) " DIMEN8ION8 OF BOX MO PIPE COVER CU. YD8. CONC. IN BOX DEWC Z ~ PIPE SPAN WIOTN WIDTH BPAN MIN. HEIBNT DIIENBION BAR8-U BARB-V 8AR8-w TOTAL TOP BOTTOM TOT.OOUC. ONE ~ D A e C 0 H E F N0. LENBTN N0. LEN9TH N0. LENOTH LBB. SLAB SLAB ~=YININII C.M. C DEWCTIONS ~ p H~ SECTION X- X PART SECTION Y - Y ~ Z .W.~ EMAIL: [e-mail]
' ONE PIPE Z ~ ~ O C.M. R.C. SHOwIN(i DETAILS AT OPENING ~ Q Z SURVEYOR
tY" 3'-0" 2'-2" 2'-9" 0.235 0.772 0.016 0.016 0.028 W m ~ MIN. DIIIEN8ION6 AND DIY S OF BOX 3 PIPE REINFOI~IN3 ONB AND aWiTIT2E8 FOR CONCRETE CATCH BASIN BA8ED ON MIN. MEIOMT H W ~ ~ roP a eor. sue cu. ros. cow. roT~ auwrtmES ~ow:riq+ a T y
15° 3'-0" 2'-2" 8'-0" 0.236 0.829 0.023 18" S'-0" Y'-2" 3'-9" 0.23b 0.887 0.083 0.023 0.038 y PIPE 8PAN WIDTH NEIONT BARS - X eM8 - Y eApB - Z 0.083 0.049 ~,pg Z DIIEN8ION8 IN 80X BW(~ SLAB$ ONE PIPE JH CHANDLER & ASSOCIATES
p.4" S~~~M ~.~'8N g~-8N D.T96 ~.~0~ 0.068 0.069 0.085 O A e N N0. LENOTFI NO.LENBTH NO 1EN8 0.092 0.127 12" 3'-a" 2~-3" t'-10" t 9~-0° 8 4r~sa 2 ~•~s 15 3 -8 P'-3" 2'-1" 4 S -0 8 4'-3" 2 ~'-e 0.132 0.178 18" 4 -0 2'-8" 2'-4" 8 9'-a" ~ 4'-~" 2 4'-9 0.180 0.248 24" 4'-0" 2'-8" 2'-10 6 3r_Br' 7 4'-9" 2 ~''9 0.296 0.317 90^ 4'-0" 9'-B" 9'-4" 5 4'-9" 0 4'-9" 2 4~-9 0.297 0.401 3e'• 4'-8" 4'-0" 3'-10" b 4'-9" 10 6r-S" 2 S'_S SHEET 2 OF 2 EET 1 OF 2 NO lEp8Ti1 F B ToP sole sor. sw AFT. IR 116. IE9i. (QM 1~ C.8. R.C. YD 2 1'-8" 4~-8" 8'-9° 0.181 0.271 0.250 27 1.W8 0.015 0.00Y 0.048 7621 PURFURY RD. STE.201 FUQUAY-VARINA, NC 27526
~ 90" 3'-0" 2'-2" $'-4" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-9" S S'-9" 99 O.1P3 O.S21 1.433 0.092 9a" 8`-0" 2'-2" 3'-10" 4''9" 1'-8" 4'-O" 4 1'-il" S 8'-9" 8 9'-9" 43 0.181 0.368 1.714 0.132 2 ~~'e° ~{~'sM e 'en ~.~8~ ~.P~~ x.260 p~ ~.~os ~•02S ~.08Q o.a{e 919-552-4845
42" 9''0" 2'-2" 4'-6" 6 -3 1~'b" 9'-Y" 4 1~'8" 2 2'-17" 9 2'-11" S2 0.112 0.918 1.738 0.180 2 4'-9" 5'-0" e'-e" 0.228 0.940 0.204 95 1.879 0.03,9 0.04Y 0.069 2 ~''9" 6''0" S'-8" 0.228 0.940 0.264 96 1.521 0.060 0.016 0.068 CONTACT: JOHN CHANDLER
48" 3`-0" 2'-2" 6'-0" $'-9" 2'-0" 8'-2" 4 2'-S" 8 2'-11" 3 2'-11" 88 0.145 0.852 2.052 0.296 ~ - 84" 9'-0" 2''2" 8'-7" 8 -9" 2'_7° 9~-2" 4 2''10° 5 2~-1/" 9 2'-11" 41 0.180 0.988 2.$87 0.297 2 a'-9" b'-0° 4'-6" 0.276 o.a~~ o.s~s ~a ~.a~e o.o~ o.~~ 0.069 EMAIL: [e-mail]
EET 2 OF 2 o p I~ * RI8ER HAS .228 CUBIC YRRDS OF ,g _ ARDS OF CONCRETE PER FOOT HEIC#IT a2" s'-o" 4'-8" 4'-4" 6 s'-s" ~2 s'-a" 2 s'-~ 84V ¦ ~2 84V ~ 04 46" 5'-0" 5'-0" 4'-10" 5 6'-0" 13 5'-9" 2 S'-9 2 S'-s" b -8 8'-0" o.8so o.sto o.s62 st 2.900 o.te2 o.tss o.oN gHEET 1 OF 2 z s~-~N e~-o~ s -e o.ao~ o.ett o.ss~ e+ z.ai4 o.~so o.s~s o•oee 84~. ~4
V4O.OG 2 s'-9^ e'-o~ e'-o^ o.u+ o.eee o.40~ ee s.~e o.xsa o.a» o.oee LANDSCAPE ARCHITECT
ELAM, TODD, d'AMBROSI
Z m t l~"CLR . z 2880 SLATER ROAD. STE. 200
m v~ W 0 MORRISVILLE, NC. 27560
H -i Z 43~~ NOTE: USE TYPE "E", "F" AND "G" ORATE _ ~`fI - a~3 N~z Q ~ 3` 919-481-2021
~ ~ p UNLES8 OTHERWISE NOTED. rN~aD~ - _ "r~ ZGC=U ~HO~ N~~V CONTACT: MICHAEL LEIGH
n 00~ Z ~Z-~ ~ V ~ c OO~ZZ EMAIL: [e-mail]
W 2 - 3" X THICK y ROUND OR 84UARE W ~ ~ _
~ ~ CUT NU~SHEH Q v OC ~ n H
0~ ZN'~r-n N t~i~F=- OW Zt=-~~r~'1 ~ ~ n 2 -HEX NUT ~ ~ ~y ~ W
°v $ C~ ~ ~ z - o ~ _ SECTION - LL D .L SECTION -NMI Z p N ~ n = ~ 12 DD~ " 12„ a`~e W I O
'g ~ ~ N ~ A o o A ALIGN FRAME WITH INSIDE aN
~ N ~ + EDGE OF WALL TO ALLOW 'no Z ~ o o T FOR VERTICAL ADJUSTMENT . • ;o. DETAIL OF HANDLE ~o
D ~S D D WALL SECTION :°:'o T N ' ~Z 0
O O O DD 1 Yt"CLR.
Z ~i SECTION - BB 11~„ M3 BARS „X„ 1 L¢" CLR.
~ m 8ECTION - PP SECTION - NN CLR. EQUALLY SPACED - F COUNTERSINK PART MAIERE HANDLE I8 LOCATED 1" Drawn By, JJ PP: SH
A~ ~ PLAN 4.r AND ALLOW HANOLE TO MOVE VERTICALLY. V~
~ ~ ~ ~ FRAME,GRATE, d~ HOOD ASS'Y c~ PLAN N ~pH y m W d. Checked Bp: SN PM: SN
C~L~ - I ~ ~ OO Q = ~ ~Z PRECAST OR CAST IN PLACE TOP SLAB ~ Z ~ Date: 2 /O 1 /06 SM: SN
rn m ~r'~ n 2r_ rr gn = m ~ 0 r H H Proj#: 2502011
~ ~ z ~ Z ~ '-o" ~ = i r ~ ~ F = 1° PIPE SLEEVE X 3" LONG. N m J W
~ ~ N ~ _ = 3 Z IV- N m ~ _ #4 BAR8 "Y" H~4NDLE r- PIPE SLEEVE ~ 1 Q~~ ~'1'~~ PART SECTION ~ ~ Revisions
a~ _ o _ p ~v m Z THRU COVER SHOWING WWDLE ~ = M d 6/15/07 LAYOUT REVISION
~~i~~ c ~ a Q v J~
~ DAI~p K L N ~ N N N aWo ~ ~3~~
~A~ ~A p SECTION - AA N G ~ ap C ~ 0 I N9 BEARS "x" o
v" I~ p s = ~ ~ ~ ~ ~ ~ p ~ EQUALLY $PIICED ~ 1 j.~rr CLR.4n o~ W
~ ~ N ~ ' ~ z ~ ~ ~ ~ SECTION V - V ~ W
n O Z ~ FRAME PLAN 8ECTION - JJ y " ~ m r ~ Z ~a anR = ~ W w
G~ 5 J W w m y~ iv y ~ J ~ J Z ~
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1~" CLR. 1f4 BARS rrYrr 1~" CLR. W ~ ~ ~ ~ ~ EQUALLY SPACED W ~ ~
" y ~ #3 BARS •,X„ s" 3

.0 I'll so 3 L DOWEL
tz am. I- - f-weSECION„- KK It I' }dam„ Ll
2' -11 ~ rr SECTION WSW
ET10F2 R SHEET 2 OF 2 02007 by ETd, PA. No portion of the drawings may be
84Q ¦ O3 HOOD ELEVATION as SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 840m03 840m04 SHEET
Ito 840wO4 copied, reproduced, redrawn or modified without the written consent of ETd, PA.
CD-02
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C -~1 2" WEEP HOLES ~NERAL NOTES: Y ~ USE ClA$S "B" CONCRETE THROUONOUT. a a a .
` ~ ~ ~ ~ ~ I PpOVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STE ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING n Z ~ ~ U WITH STEPS 2 C3 . DRAWING 840.88. O LL H •
H -1 = D I ~ ' ~TIONAI. CaNBTRUCTION -MONOLITHIC POUR 2" KEYWAY 0 12" CENTER8 A8 DIRECTED BY THE ENGINEER. 0. Z 1 T 00 = KEYWAY OR #4 BAR DOWELS A SO h~IIN. t!1 a. w
S -n ~L ~ m X I x USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. WQ W = 1. PUT SIL T SUFFlCIENT TO KEEP 8U M sLAB. F- V O ~ C~3 PUT SILT FENCE OR TREE PROTECTION FENCE UP
IF REINFONCED OONf~iETE PIPE Z8 SET IN BOTTOM SLAB Z H ~ ~~~'1 t _ ~ AS SHOMN ON S7D. N0. 840.00. T NSI OE Q NT N SITE IM o SED E OM SLAB OF BOX ADD TO SLAB ' I- = z W TO ENSURE CONSTRUC?lON ENTRANCE IS USED. ELAM, TODD, & RO S I
n ~ O~ - - - - T - - - - - - CONSTRUCT WITH PIPE CRONN8 MATCHING. J w• ! . •1 1 .•.•tr .M'.~. ~ . ~ 11~ ~ . ~ • r ~ „ . IF Q ~ ~ ~ • t . k IF CONSTRUCTION ON THE SI?ES ARE SUCH THAT
~y~ INSTALL 2" WEEPHOLES A8 DIRECTED BY THE ENGINEER. H ~ • N • 1 • • • • • •A 1 THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- URBAN PLANNING LANDSCAPE ARCHITECTURE MAL iNGINEERIGIG • LAND USE CONSULTING
y ~ ~ ~ ILF~=C ~I~.~A YINEACH WEEP HOLECOR AS D O ING OVE , Z M M 1 "'1• . w•N• « 3 STONE TO 6E USED F H 2 M E IN A 25 OR WIDTH 0 tC FOOT OF N0. 78 ETON i ~ o. ~ VEHI LE WG OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
Z ~ CHAMFER ALL EXP08E0 CORNERS 1". E OR AS DIRECTED BY THE ENGINEER. O . ••'f: N XISTIN N R RAIIROA E G T E RESO 0 SU G W P P TREET S R OSED • . • , p ~iN • U R A WAY ~ • • • i LL M. • 0 PUBLIC ROAD.
Y ( DRAgINB NOT TO SCALE. / ~ S ~ R I WHI H VE IA•b• M ri ~ • •1 ~ pI i•~• = i ~ i1• It• ~ ~ • I. 1 ti. ; .•-1 ri ; . ~ r• b4 11~, 1 M •1 • . A . ~ • •1''' f 1• ~A • • M ~ • ? 1 • N • • • M•
•f Al «1? ~ ~ • • 1 ~ ~ ? • •
PLAN • ••1/• • •M x•11 • _ • ~1 ~1 A ~ .••lI , • •.1 t,~• •A • ` • •IV ~ a • • &ASSOCIATES
wig mu?~ a R~ovEo INTERNATIONAL
GOLF COURSE DESIGN * MASTER P G
BRICK COPINfi(INCIDENT/LL.) rn CONSTRUCTION MANAGMEM 2880 SLATER ROAD, SI~ ffE 200
2 TOP ELEVATION O MORRISVILLE, NORTH CAROLINA 27560
Q ~ STD. 840.18 FRAME Z N d GRATE V SA
z W #4 BAR H 0. OFFICE 919.481.2021 FAX [phone]
N m ~ g,r A g,. 8„ B 81~ ~ _ H 3 M N a. EMAIL etd@ddp&com
T •
~m~ i i o ' 35 MIN, 15 M 15 MIN. NEW CONSTRUCTION #fill
~ TIN ROADWAY EXI ~ 6
o ~ ° ~ .O = ~ / M ~ s M ~ ~ N CA.
~ ° ~ - • ? I• • • ? • •••V••• • • ?t u ::ly ;.n. 12" MIN. sr• r•~'12 lop
V~ 6 MIN. • • • : ~ • • • • • • ? • • • • I ? • • N
~ ~ ~ m 8EE NOTE DOWEL(SEE I~TE) IIIgX. PIPE THI8 8IDE - 18rr m m z z SECTION X-X SECTION Y-Y 2 T M 030844 low
rQ J Fir eI N~- C,0.7
~ DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIQHT, H) C~ FABRIC UNDER STONE z W
DIMENSIONS OF BOX d~ PIPE CUBIC YARDS DEDUCTION8 FOR REVISIONS W. H ~,~~ltli?1111~\
PIPE SPMI WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE IPTI N D SCR DATE E
0 A B H ~TTOM MG11-L PER ~ C.M. R.C. SLAB RT. FIT. ire~n. w
12" 8'-0" 2'-0" 2-0 0.22P 0.222 0.582 O.Otb 0.028
15" 2-3' 0.848 0.029 0.036 ~8" 2'-B" 0.703 0.033 0.049
24" 3-0 0.814 p,Q59 0.085 SHEET 1 OF 1
ET 1 OF 1 30" ~'-0" 2'-0" 9-6 0.22P 0.222 0.925 0.092 0.127 'KLIN GROVE F
saa.la 11 p SE 1
v v z E m O Z O~
N ~ 1" DEPRESSION N iy¢" v ~ ~ t ti ~ H „ A „ OPTIONAL MANHOLE 8 6 H H Q
a . Q H z E d 3 . H o GENE Q~ GENERAL NOTES: ~ ~ ~ V
ors ~:s z = ca o oc ~ ~o H t,~ O r o e H O LL. J CFIAMFER ALL El(P08ED CORNERS t". ~ J a z
~Z~=A N ~ I I~ H F T o o. z m z s 00 = ~ ~ ~ ~ U8E CLA$S "B" CONCNETE TFMIOU~IOUT. O O y Z
z o o n W Q v. m - - _ _ m ~ F-- V O Z V C OPTIONAL CWIBTRUCTION -MONOLITHIC POUR. 2" I~YWAY OR W ~ ~ ~ Z 94 BAR DOIMELS AT 12" CENTERS A8 DIRECTED BY THE ENGINEER. Q U O ~
~ i ~ 'Q T' L H ~ O ~ r = O _ - ~ ~ ~ ~ n / 1 = z ~ V W Z '~1 t~E FORYB TO CON8T11UCT TFIE BOTf011 SLAB. N ~ ~ ~ W
~ r m to F- O t ~ o ~ i J O o LL i".~ W LL H G) - - ~ ~ 1 ~ ~ Q ~ l Z IF REINFORCED CONCRETE PIPE I8 SET IN BASE 8UIB OF 80X, ~ V' N J ADD TO BASE AS SMOYIN ON 8T/IpD/IR0 N0. 810.00. z ~ ~
O t/~ -1 _ ~ ~ i ~ ~ D - d .s,,. ~ Z ,N ~ ~ ~ ~ ~ cn ~ ~ DETAILS
~ ~ ~ ~ J ~ H N - - - a ~ - - PRCNIOE /1LL JUNCTION BOXE8 OVER 9'-8" IN DEPTH IMITH 8TEP8 1- ~ 12" ON CENTER8 IN ACC~DANCE WITH 870. N0. 810.Q6. W D
N~ SECTION G-G N ~i-~H O ~ W 3 z „ O g 3 ~ ~ ADJUST THE STEELS CONCRETE /U~10 BRIgC MA90NRY QWNTITIE8
I ~ Y 8EE 8TANDARD 840.54 TO INCLUDE THE ADDITIGN OF TFIE MANHOLE (I.E. DIA60NAL BARS SHORTENED AROUND OPENING IN TOP 8LAB. ADDITIONAL VMIABLE
~ F in ~,~4~n 1r_4~n FOR MANHOLE COVER ~ FRAME ~!4 S "A" OPTIONAL SPACED 8" HEIGHT BRIgC MA80NRY. ~ENING IN TOP SLAB.)
r PLAN ~ r 1'-7~'$?' 1'_7~?? CA O C. TO C. BRICK MAY BE USED MA7(. DEPTH OF THI8 8TRUCTURE FHOY T~ OF BO7TOM SLAB TO TOP ELEVATION I8 tY FEET.
TO AD~IUST FRAME d? n CLIENT
e" COVER TO 811RFACE W ~ ELEVATION IAAX. 1' DO ALLEN HOMES
mom PLAN OF GRATING ern ~ 812 MORREFIELD PK.DR.STE.812
NSt ~ 2'-3~jl~" CAST IRON °C ~ Cf Z ~ O RICHMOND, VA 23236
z r OUTLET PIPE C~3 Q ~ ~ ~ M 804-323-1362
_ ~ N q Z ~ CONTACT: DICK PATON
N r x Z T i= m o I o EORF ~y~. EMAIL: [e-mail]
v ~ ~ a ~ ~ N ~ ~ INLET PIPE , , ~ SECT ION DOWEL o 1- ~ a ENGINEER
• ~ ~r? 1„ rr ~ ~ ~ ~ o ~ a SECTION X-X ~ ~ Z ~ ELAM, TODD, d'AMBROSI
' v 13'x" 2?' 3?_g~?? 1 - ~ D ~ ~ Z ~ DIMENSIONS AND aWIfT Q~-3~~~ Q ~ Q~ r ~ ~ DIIIEN8ION8 OF BOX AND PIPE REINFORCEI~NT T H I~ N ~ 8" PIPE SPAN WIDTH HEItiHT BARS "A" DI - ~3r? ~W~ ~~0~ "xs~, diD aWIfTITIEB FOR CONCRETE JUNCTION BOXES p 7 ~ ~ 2880 SLATER RD. STE.200
y 2'-3 ~ rn v ,rc TOP SLAB CUBIC YARD8 TOTAL O1llWTITIEB DEOUCiI0N8 FOR Ott Z ~ _ DIIENBIONS IN BOX BOX IWD SUIBS PIPE W.YD6. ~ ~ ~ MORRISVILLE, NC 27560 919-481-2021
row sorrow w~u~ ~.es. cu. ms. W x i~ CONTACT: SAM NYE
i o Z SECTION H-H - r~ S J N ~ 2 Z Z o i EXP. JOINT D A B H N0. IENRTH E fH E F SLAB SLAB PT. OF IR. REINF MIN. "N" C.S. R.C. J Z 3 T EMAIL: [e-mail]
c~ ~ ~ ~ ~ 3~'2~~ 2'-2 " i „ ~ N H ~ m O W 9~, 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'- 2 ~ 2 ~ H v O ~ . ~ ~ 15" 2'-9" 2'-3" 2'-6" 12 $'-4" S'- ~ 3 ~ Q a - ~ = 18" 2'-8" 2~-8" 2~-9" 14 9~-S" 9'- LLI W ~ - i" 3'-0" S'-0" 0.167 0.187 0.185 22 0.750 O.OtS O.OY4 ~
1" S'-8" 8'-8" 0.198 0.198 0.204 S4 0.902 O.OP3 0.086 ~ Q ~ 3" 9'-8" 9'-8" 0.227 0.227 0.222 90 1.086 0.099 0.04 Z V SURVEYOR
v ~ ~ 24" 9''0" 3'-0" 8''$" 18 8'-9" 4'- 0 ~ B 30" 3'-8" 3'-8" 3'-9" 18 ~'-9" 4'- 21' 1!{` JI N N Q+ 98'~ 4~-0° 4~-0~~ 4'-3" 20 a~'9p b~' ~4 W i" 4'-0" 4'-0" 0.294 0.288 0.259 40 1.434 0.069 0.085 JH CHANDLER & ASSOCIATES
o~ ~ 2 _ _ 2 4'-6" 4'-~" 0.975 0.975 0.298 51 1.880 0.082 0.127 7621 PURFURY RD. STE.201
~ rn 3~-~~,n N N Z~-~ O' i" b'-0" 5'-0" 0.188 0.488 0.383 84 2.341 0.182 0.178 FUQUAY-VARINA, NC 27526
i ~ n n 42n 4r~8n 4~-8n 4~-9n .M $~-.,q° b~' 2?~gn 48" 5'-4" 6'-4" 8'-3" 28 8'-9" 6'' SECTION Y - Y sa" s'-~o" s'-~o" s'-9" ae s'-~" s'- 80" 8''8" 6'-8" 6'-9" 30 7'-9" 7'' CT I ON F~ F BEET 1 OF 1 SHEET 1 OF 1 b'-6" b''8" O.SQO O.b60 0.870 77 2.878 0.180 0.249 919-552-4845
~ 3'_6?~ 2'- 3" 6'-4" 8'-4" 0.745 0.749 0.407 111 3.829 0.233 0.917 i" 8'-10" 8`-10" 0.086 0.886 0.444 128 4.203 0.277 0.401 CONTACT: JOHN CHANDLER
r" 7'-e" ~'-6" ~.oa2 ~.oa2 o.aet ta5 b.os0 0.96 0.4Ya 8HEET 1 OF 1 EMAIL: [e-mail]
o MEET 1 OF i SECTION E- E SECTI r oM e,-,,~ e~-,p ,.2,0 ,.2,0 o.s,e ,ee s.e,~ o.au o.r~ 840.31 LANDSCAPE ARCHITECT
aaa.ls 84{/.16 840.31 7,~~1~ 7~-~° 8~-9„ 92 7~-~oM 9'- Z p 6n ~L~ gn g?, ~w? 6n
r ELAM, TODD, d'AMBROSI
'O ^ v m Y z 2880 SLATER ROAD. STE. 200
N 'p GENEML PIOTEB: Oy p~ o~ MORRISVILLE, NC. 27560
M ~ z UBE CLA88 "B" CONCRETE THROUQFIOUT. aQ H~Z _ Z 1 CLR. TYP. - z o• as 919-481--2021 CONTACT: MICHAEL LEIGH
PNOVIDE AlL DROP INLETS OYER 9'-8" IN DEPTH WITH STEPS 12" a r, H ~ ~ ~ ON CENTER. lJSE 8TEP8 MRIICiI CdWLY IIITH 8TD. ai/JMIN6 840. Z m z z OPTIMAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYMIAY, OR N M ~-I D X X 12" CENTERS AS DIRECTED BY THE p18INEER. a F- y p m ~ . •.o ~ ~ o• 1~4 KEBABS ~vs ~2 z cc ~ c~ O ~ ~ ' #4 KEBABS aa0 eao.se. ~ p C3 r ~'1 ~ o . . ~a~c~~; EMAIL: [e-mail]
Y1Y, OR N4 BAR OOWELS AT ~ ~ N = Z H Z ~ = D 'v ~ ~ v. ~ ~ oo~=z
_~n ~ j USE FORMS FOR THE CONSTRUCTION OF THE BOTTdiI SLAB. w I I~ I I ~v~oz =~~°nm ~ ~ ~ ~ ~ ~ ~ ~ THE PATTERN TTERN OF THE • ~ : •o• . ~ ~ ~ o
.y ~ IF REINFORCED CONCRETE PIPE IS 8ET IN 80TTON SLAB OF 80X, of eox, ADD TO SLAB Q I- F~-+ _ ~ p p ; ; io i i io IQIOCK-0 s~sis, ~e ~ ~ ~ ~ ~ Z ~ o H ~ ~ ~ ~ 3" ~ " PANELS ARE IOCK-OUT o . • ,o • ' 'o Q ~
.l. _ ~ Q ~ AS ~IOMA1 ON STD. N0. 840.00. i~ Z ~ O N WHEN PAYMENT FOR THE DROP INLET IS MADE ON APER EACH BA$I j ~ ~ Z CONCpETE MRON WILL 8E CONSIDERED PMT OF THE piOP INLET. S ARE SHOWN •o•' . p, .o.. ~ p ~"i
~ INST. O ~ c~ ~ ~ z 1 0' °rd' ~ I I : °d~ ~ FOR ILLUSTI z H D D ~ ~ ' ~ ~ • ~ PURP08ES d ~ ~ ~ , 3~~ ~ #5 KEBABS 12" ~ 3 ~ #5 KEBABS-I~ LLUSTRATIYE • o . ' ' ° y ~ ~ o W 08ES ONLY. o'' .:o:.:. o ' • , o '.o ' ''o c " .'o z ?N-~
~ ~ a ~~-7N CONSTRUCT WITH PIPE CROWNS MATCHING. ' v ' v ~ v v O ~ .O' ~ ~ . b•.' .O' O. .O p ~ ~ p. •o. ~ : p. o. • •o. • : p. W 0
~ 0 ~ MAX12DE ~.OF TMIS STRUCTURE FROM TOP OF BOTTOM SLAB TO T Z ~N(~ETE APRON tLAB TO TOP ELEVATION p N o Z CENTER8 ~TYP . a~ . D ~ 12"CENTER" •o• •o•
IS USE 8T/WD/1RD FRAMES AND ORATES 840.22 (SHOMM), 840.24(SFW 840.29, AND 840.99. ~o.2a~s~, eao.2o, . p . o . .o.. •v O' c O' c . ' O' o O
8EE STANDARD DRAwINQ 840.25 FOR ATTAif~N1ENT OF FRAYE8 AND G O Y CHAMFER ALA EXP08ED CORNERS 1". IE8 AND GRATES NOT SHOWN. ~ SECTION 'A-A' ~ SECTION 'B-B' ~o ~0, 0 D p. ~ p. ..O .O: O' O
~ P~ DRAWING NOT TO SCALE, W ~ B io o.o o•.~. ~ o . p' • D' O~ Drawn By. JJ PP: SH
.O' ~ O.Q' Checked By: S N PM * SN
• FRAME AND 9RATE8 ~E ~ ~ d~.!..., d 1" YIN.
~ ~I Z ~ ETE APRON 4" SEALANT rn ~ SEE DETAIL ~T i,! ~ O ~ ~ o #4 R BARS Ci 1" MIN. _ ~ (i 0°•D OH Date: 2/01 /06 SM: SN
N y N ~ CLR. (NP) ~ v WAFFLE WALL ISOMETRIC VIEW ~ ~ Proj#: 2502011
N O '0 4x4 W4XW4 EBARS & 12" 3 1~
N D = ~ 8N ~ gp ~ ETE • ~ _ eTE~r .o 6 ~~cPn~i z Z a ~ ~ _ + 3 WYYF 6` ON- #5 KEBABS coNCnere ~ H O O y ~ Z ~ CENTERS (H e~w a ~ ~ o ~ TO KEBABS) d~ VERT . ) W Revisions
Z Z ~ ga 4"4-'4-`~ 4.. I +OUTLET PIPE RTS)(HORIZ. Q V~ WITH ~ W ~ 6/15/07 LAYOUT REVISION
~ v.. v.. Q
DETAIL ~ Q ~ ~ ~ ~ B m • o• ~ DRAINAGE S (APRON SUPPORT NOTCH) 0 ~ ~ ~ p 6~~ ~L~ 6~~ D TYPICAL) NAGE STRUCTURES ~ * 3
o w ~ v OUTLET PIPE ~ ea SEE NOTE (APRON o ~ 0 SECTION X-X w?x. PIPE THIS BIOE - 18" CAL) ~-o::. ~ H D v• o' T
' ~ ~ '0 D SECTION Y-Y ~ ~ m y ~ Wg FFLE WALL /PLAN VIES gSOLID WA wL PLAN VIgW • O' ' • D' . O' Q
. ~p ~ H ~ M~IAN DITCH fiRADE N M, . o. ..Q. v. , •Q v. . •Q. p.
~ Z' ~H =DN Se-~~ v~Wr D~z • p' ' • D' ..p' • . v' p p' • . D' 0' = J ..:Q D ~.Q p• ' •.Q p '.Q C ' ' ' •'Q ' N ~ O
~ m m Q . ~ J ~ r C ~ 1" MIN. CLR. 1" MIN. CLR. ~ _ . ~ J H v~ O' O ~ .O' O ~ :Q. O ~ :Q. O ~ :Q. O ~ ~ ~
~ i ~i a C9 " ~t 4x4 W4xW4 . p . - p• p . p W
p ~ YINIMJM DIMENSIONS AND QUANTITIES FOR CONCRETE flROP INLET ~ ~ I Z W ~ ~ ° ~ WWF (LAP ~ o W ~ C 4x4 W4~cW4 ~ ° '
i $ ~ ~ GJBIC YANDB ~ DEDUCTIONS ~ ~ I ~ v ~ PIPE SPAN WIDTH HEIQNT ~p~E IN BOX FOR ONE PIPE I , I Imo-MEDIAN D.I. z . ~ o~ WMIF (LAP WWF . ' ~ iD QFREBARS) o.. ~ ~o .o.. : D, •o, . : p, •o, . p, •o, . : p •o, . o :Q. o •Q . o •o. . o •p
e BOTTOM H PER H MIN. TM.e~ r n o r. 1 V Al 6" ONTO KEBABS) p ~ ..o~ : ~ X ~.0~ ~ .0'. p•' p' .
~ u n o n SLR FT. HT. TOTAL ~A p v v v
~ 121r 8~~en 21-On Q#-Q" 0.3e2 0.247 0.57 O.P86 0.020 0.032 . 1$" 21'0" 2''9" 0.982 0.E47 0.889 1.021 0.029 0.098 ' I I O e V #5 REBARS 12" ~2" RCENTERS
~ 18" 3'-8" 2'-0" S'-0" 0.382 0.247 0.720 1.082 0.089 0.049 DOWEL "A" ECENTERS (TYP.) TypICAL v O•
2a" s'-ap z'-o° s'-sn 0.362 0.24 0.885 1.227 0.059 0.085 . SHEET , OF , ET , of 2 • SECTION . `p:_.D~... ~ SHEET 1 OF 2 02007 by ETd, PA. No portion of the drswing~ may be SHEET
SHEET 1 OF 1 30" 91-a" 21-0" 4'-0" 0.382 0.247 0.889 1.960 0.092 0.127 Q w rt ¦ ~ p 96" 9`-8" 21-0" 4'-8" 0.982 0.247 1.112 1.474 0.192 0.178 SOLID WALL ISOMETRIC VIEW 840.45 copied, reproduced, redrawn or modified without the written
v*v v to 840 .18 8140w452 SECTION `C-C' m consent of ETd, PA.
~r CD-03
. N 1N ~r

- ~ GENERAL NOTES: ~ SOL SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE p
m OPENiN(~ SHALL BE ~ ~ * THIS PRECAST BOX MAY BE U8ED FOR THE FOLLOWING LOCATED A8 REDUIRED OR .w, + ~ N ~ ~ IF ~ F- ~ < ~ ST Q IF SPECIFIED. ~ y STATE U3E OF SYSTEM ON COVER Q
z STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, I. ~ #4 REBAHS - Z ~ ~ Lj ~ N p ~ ~ (I.E.: SEWER, STORM DiiAIN, ELECTRICAL) N ~ ~ V
rN+~7~o~ 840.12, 840.14, 840.15, 840.17, 840.18, 840.19, m cm - ~ g.. CENTERS tO 1i J ~ r ~ '7'I ~ a v ~ .o• ;o ~OyxZ ~mi -I=D TOP . o....,.. WQ~u.= =0~~m ° d Z
~m,~z ~ s D 840.26, $40.27, 840.28, 840.31, 840.32 AND 840.41. TOP OF COVER ~ ~ y =
~ p ~ ~ * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ CIS B,4R$ F-U~O~ ~Z~p Hv~O~
= T m FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. i z o ~ ~ * DQ NOT PLACE PRECAST DRAIPIAGE STRUCTURES i STEPS B ~ B ~~~-zow SLAM, TODD, &AM13RQSI
n ~ ~ ~ UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. ~ i i~5 BARS SECTION C-C v~~,~o~ ?~o~'''' URBAN PLANNING LANDSCAPE ARCHITECTURE
' * USE 4000 PSI CONCRETE. C+ i ~ OPENING r+ H ~ON~ A~~~ D ~ ~~NJ Z CIVIL ENG G • LAND USE CONSULTTm
N,~„~ ~ * PROVIDE ALL REINFORCING 8TEEL WHICH MEETS A8TM A615 FOR ~ .'o. ~F"~ N~"~ . I-- ---I L--- - - - a'-' Q°
~ GRADE 60 ANA WELDED WIRE FABRIC CONFORMING TO ASTM A185. z 0 ; O O O
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - ° ~ .Qo' a. ° ~ . ~/~TT/y~
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE ITTOM OF COVER
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6~~ e~~ .O~ •.DO p' ~ R - & ASSOCIATES INTERNATIONAL
~ OSHA STANDARD 1926.04. PLAN TOP SLAB p p':O p~ p GOLF COURSE DESIGN * MASTER P G
~ * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE '~.O' ..O •O' D' p::.•.:o.•.o.::.•..• .7 PLAN OF COVER CONSTRUC'T'ION MANAGEMENT
1'11 m RE(~JiRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES ~ o 2880 SLATER ROAD, SUITE 200 MORRISVII,LE, NORTH CAROLINA 27560
G~ ~ ~ SO THAT PIPES ENTER THROUGH THE ~ . ~ ~ J z ~ PLAN OF FRAME 1~-11~n O SA
Z ~ KNOCKOUT/WAFFLE PANE~3 ONLY. PIPES MAY ENTER THROIIOH CORNER CUT DETAIL ~ ~ Q 0 C3 ~ Z OFFICE 919.481.2021
m ~ t~n THE CORNERS OF SOLID WALL BOXES 1F A MINIMUM OF 6" OF = WALL IS PROVIDED ABOVE THE HOLE. SOLID WALL BOXY 3 ~ Q ~ _ y ~ 2 -11'd H FAX [phone]
r O N * ALL ELEMENTS PRECAST TO MEET ASTM C913. ~ ~ ~ * FRAME AND (IRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE g" 'L' OR 'W' 6" ~ x ~ Z EMAIL [e-mail]
~ ~ ~ 2 1'-11 W
m p OR BRICK IN ACCORDANCE WITH 3TANDARD~ 840.25. ~ p' 84 CENTERS Rs o ~ ~ ~ v ~'-~o N ~ ~ o W
• q~ ~ ~p * PROVIDE PRECAST STRUCTURE8 OVER 4 -0 IN DEPTH ~ ~ off.. CAR
~ ~ WITH STEPS/LADDER INSTALLED IN ACCORDANCE WITH OSHA t 1•• 8" CENTERS _ Q ~ H N - CLR .°e• F ~ Z z ~ ~ ~ ~ ~ TYPE #1
0 m ~ STANDARD 1910.27 AND A3 FIELD t~NDITIONS DICTATE. ~ 0 ~ y * WELDED WIRE FABRIC W1Y BE SUBSTITUTED FOR REBAR AS LONG ~o~ o~ i~ ~ lisp
m ~ H AS THE SAME AREA OF STEEL I8 PROVIDED. PRECAST RISER PLAN P y ~ Q * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER DETAIL = ~ - fit" ---~I 1~-- 4~ y J EL low
~~-~O~rr J .T. 0 844 o1w -Wft aft
BASE CONFORMING TO FEDERAL SPECIFICATION 33-S-21A, ::o. ~t~Az O~ ~ 1 • :o. ~.o, p ~ ~ C ~ ~ / ~ ~ ALTERNATE t3 Z Ilk- F~ IN CLO-.) J'
trA~.~ O AA8HT0 M-198, TYPE B - BUTYL RUBBER. •.a~.• . ~ ~ e~ a Z v m SECTION 8-8 W
C * LIMIT MAXIMUM STRUCTURE 8IZE TO INSIDE CLEAR ' : o °'•';o.•• ~p ~ ~ MINIMUM 1NEIGHT3 - LBS. ~~~JJJt11111~
~ DIMENSIONS OF 5'-0" X 5'-0". m * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING iii .2 i _ 91 6 rr ~4 ~ FRAYE - 180
REQUIRED FOR FRAME AND GRATE I3 THE MINIMUM STRUCTURE g~~ ~ COVER - 120
SIZE WHICHEVER IS GREATER. 6,r SECTION A-A ~ 1 I TOTAL - 300
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. SECTION VIEW SECTION VIEW ~ ~ i / SPECIFICATION
REINFORCE OPENING AS SHOWN ON THIS SHEET. ET 2 °F 2 OPTIONAL JOINT DE 840.45 ~ / CLA33 SO IRON MEETING gHEET 1 OF 1
T DETAILS SHEET 2 OF 2 EET ,oft TYpE #2 840.45 840.54 #2 A8TM A-48 840.54 GROVE FRANKLIN
PHASE 1
v GENERAL NOTES: m ~ ~ ~ ~ INSTALL ALL STEPS PROTRUDINQ 4" FROM INSIDE FACE OF STRUCTURE YYALL. N y
~ ~ * THI8 PRECAST BOX MAY BE USED F • 840 05,R840E06,L840I1N1~,s840.1~2~~ ~ Q < ~ STEPS DIFFERING IN DIMENSIONS CANFIGURATION OR WIATERIALS FROM TH03E SHOWN MA 840.18, 840.18, 840.26, 840.27, Z ~ ~ ~ ~ ~ 0 p THE ENtiINEER WITH DETAILS OF fFIE PROPOSED STEPS AND HA3 RECEIVED WRITTEN APPRO 840.34, 840.35 AND 840.41. ~ p C'3 r- ~1 ~ y IOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H Q
M Z o' 640.01, 840.02, S4O.O4, 840.05 ~~f 840.14, 840.15, 840.17, 840.18 APPROVAL FR011 THE ENGINEER FOR THE USE OF SUCH STEPS. a ~~~Cj
H0,~ ~ ~ 1 " MIN. ~ 840.28, 840.31, 840.32, 840.34 O -1 CLR.(TYP) * INSTALL AND PAY FOR PRECAST DR ~"'~Z D 1" MIN. SECTION VIEWS WITH NCDOT STANDARD 8PECIFICA z m c~R. cnP~ OPTIONAL JOINT DETAILS U8E 4000 PSI MINII~1 COMPRE$SI :CAST DRAINAGE STRUCTURES IN ACCORDANCE ~ ~ y = Z N Z ~ Z - ~ fib" OO~Zz
:CIFICATION SECTION 840. Z
USE ASTNI A815 (TRADE 80 REINFOR IMPRESSIVE STRENGTH CONCRETE. ~ ~ Q 0 x s ~ ~ ~ m ~ ~ REINFORCING STEEL. USE ASTM Ai85 Q ~ =~~p ~ III ~ a~~OzM
Z N'~ ~ ~7 • ~ ~ ~,qp A~5 REBARS ~ 12° * YIIELDED WIRE FABRIC (MMIF) . t-z zw z~,,,~~v~~ s NF=-~OW ~e ~~~„~JQ
G7 ~ N n CENTERS HORIZ. LIMIT MAXIMUM DEPTH TO TOP OF TOP OF BOttOM SLAB TO 15'-0" . y ~ LL- ~ G7 ~ ~ IS IN ACCORDANCE WITH 08HA STANDARD Z ~ M ~ ~ ~ D Z N G~ DETAILS
n ~ ~ o ~FgBp~~ S VERT.) ( * PLACE LIFT HOLES OR PINS IN A (U8E WITH 1g2g'704'
• ~ H 4' X 4' 3 LARGER * ORIENT STRUCTURES 30 THAT CORN p ' UNLESS ALLOWED BY DETAIL IN P o o o DRAINS STRIJCTUREB WT CORNERS WILL NOT BE CUT OR MODIFIED d N H ~ ~ ~ .L IN PLANS. . WQ ~ N Z ~ ~ W D
Z v• .ryPI~I~ _ ~L~ ~TM * PREW43T ALL ELEMENTS TO MEET * FRAME AND (IRATE HEIGHT MAY 8E 1 MEET ASTM C918. D
1 -6 LEfi3 MAY 8E ADJUSTED WITH CONCRETE 14~„ WITH 8TANDARD 840.25. p~ SIDE
PLAN VIEW OF BASE UNIT PROVIDE PRE RUCTURESHOVE lRE3 OVER 3'-6" IN DEPTH MATH ELEVATION
g" `L' pp 'W 6" STEPS/LADDER INSTALLED IN ACC 1• ¦~Fr iN ~I MIN. MIN. * ~ ~~IRE1 FABRICNMAY~BEISUB IN ACCORDANCE WITH OSHA PLAN SIDE i FIELD CONDITIONS DICTATE. ELEVATION CLIENT
BE SUBSTITUTED FOR REB~AR IF ~I T, ~ . r r, ,T T Tl1 l I" C-1
~ i ~ ~ = THE SAYE MIN. AREA OF STEEL I N4 NEBARS @ ~ * 8EAL JOINT8 WITH AN APPROVED ~ fff #~4 REB/1R8 @ 6" CENTER8 ao ~ STANDARD SPECIFICATIONS. iTEEL IS PROVIDED. u~ VV ALLLN MMLZ)
'ROVED SEALANT (SEE SECTION 840 OF NCOOT O y ~ T i. Z 812 MORREFIELD PK.DR.STE.812
Z 8" CENTERS EACH MIRY ~ * LIMIT MAXIANJM STRl1CTURE 8IZE I 8IZE INSIDE CLEAR D2MENSIONB ~ Q W M ~ ~ W RICHMOND, VA 23236
O ~ Q ~ EACN MIRY ~ TO 6'-0" X 8'-0". DER PLUS 2" IS THE MINIMl1M 8THUCTURE ~7 W ~ Z ~ a ~r_~n _I ~4y~„ n t~I~ CAST IRON z 804-323-1362
~ fA CENTER THIRD TYPICAL PRECAST THE OUTSIDE PIPE DIAMETER PLU N ~ _ OF WALL SIZE OR THE OPENING REQUIRED RISER SECTION Is ~~TER. ~UIRED FOR GRATE AND FRAME WHICHEVER H _ ~ _ ~ r CAST IRON d = m ~ ELEVATION ELEVATION ~ W~ CONTACT: DICK PATON
Z f!! * ROUND MANHOLE MAY BE USED IN W N5'S ARE PLACED ON EVERY SIDE 1~ DM~G. 840.94 FOR MANHOLE INSTA m ~ ~ PRECAST RISER PLAN iE0 IN LIEU OF SQUARE PROVIDED 2 EXTRA EMAIL: [e-mail]
Y SIDE NOT ADJACENT TO A rW4LL. SEE STD. p C7 ~ y y H ENGINEER
INSTALLATION. Q ~Z ~ ~ O 1~'ie" ELAM, TODD, d'AMBROSI
~s e~w oR Q ~ . 2880 SLATER RD. STE.200
M O 2 NS BARS EACH 8IDE W MORRISVILLE, NC 27560
~ OF OPENING FULL 8PAN : 6~~ ~L' 6~~ ~ ~~p t" MIN. C~E~i1 °0 = MIN. MIN. J. ~ 919-481-2021
D N W CONTACT: SAM NYE
~ N i- pp 'W' + 2 WALL8 1" MIN. CLR. N ~ ~ Z T N ~ H Z EMAIL: [e-mail]
C ~ Z ~ ~ ~ STEPS z o ~ 4' y T POLYPROPYLENE o ' .a: ~ 1~ D m ~ y~„ PLAN SIDE PLASTIC J
Al O ~ °C 8" CENTERS °D ~ . 4x4 W4xW4 ~ o v o • MMNF (LAP VYWF . ' m o~ o' ~ Z ~ ~ ELEVATION SIDE n p~ ELEVATION w SURVEYOR
~ ~ i ~ 6" ONTO FABRIC) ' ~ °dr ~ ~ • ~.o, o .o. o ~ • ~.o, W ~ y ~ ~ ~ ~ COMPOSITE JH CHANDLER & ASSOCIATES
2 #5 B~R8 @ ° #5 REBARS 12" ~ ~ 7621 PURFURY RD. STE.201
~ . 0 . . . 0 j~ REINFORCING 8TEEL FUQUAY-VARINA, NC 27526
o ' CLEEARN(8EE NOTES) CENTERS ~ • o • 4 ~ rr • v v ' 919-552-4845
LOCATE OPENING ~ TYPICAL SECTION ' - . . ~ . AS REfll1IRED • . . . i ~ • •a' ~ ELEVATION #3 DEFOF~IED n' • ~o' NOTE: 12" DO NOT USE IN CONTACT: JOHN CHANDLER
(8EE NOTE8) ~ ~ TOP SLAB a a . 8ANITMY 8EWER MANHOLES. EMAIL: [e-mail]
~ ET , o~ , 6" s" TYPIC~~L SECTION ~ ~ ~ SHEET 1 OF t ET 1 OF i STEEL ROD ISOMETR C VIEW 840.46 84Q.66 SECTION A-A ELEVATION 8HEET ~ of ~ saa.ss LANDSCAPE ARCHITECT
0 840.46 MI"' PLAN TOP SLAB MIN. OF BASE UNIT r ELAM, TODD, d'AMBROSI
I~ _ 2880 SLATER ROAD. STE. 200
0 2, o w T As Z MORRISVILLE, NC. 27560
~ ~ QENERAL NOTE8 O y N 919-481-2021
N.iZ USE 4000 P8I MINIMIMA COMPRESSIVE STRE1~'TM CONCRETE. ~~E~I~ o • INTERNAL MIN. DIAMETER WALL MIN. MIN. CIRCUMFERENTIAL Q Q L TOP/~TTOM AREA OF STEEL CONTACT: MICHAEL LEIGH
H O ~ FABRICATE, ASSEMBLE A1~ DESIAN PRECA8T YANHOL.E COMPONENT8 CONE SECTION ° THICIQiES8 Sl 1- p '~i ~ V~ ~(xORDANCE MATH All8HT0 N/ 98. I~S8 SLAB THICIalE88 PER VERTICAL FT. ~ ~ ~ C'3 V EMAIL: [e-mail]
(IN.) (Sli. IN.) O O y = Z
~Z'~'~ D A88EMBLE RI8ER AND QRADE RIl108 IMITH THE STEP8 /ICED 12" (IN.) _ ,O~ ~ ~ m FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 4 4 W~ LL=
~7 V V! O WHERE TFiE MANHOLE I8 EXP08ED TO RO/1D TRAFFIC. CONSTRUCT b g 6 0.12 F- C~ ~ O ~ 8 0.15 F=~"'ZW
Z H'~ ~'T1 THE TOP OF THE MAlIHOLE FU~H 1MITH THE AROUND MID A MINIMUM v ~ A ~ ~ H OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. 8 8 8 0.18 ~~0~,~,~J
g ~ ~ ~ ~ ~Mtt~ S~.OF FILL TO 30'-0" FROM FIl~H GRADE TO TOP OF ~D~ Z
a'''
No ~ THE MIN. SLAB THICIWE88 'T' IS THE DIMEN8ION OF THE ALTERNATE CONE SECTION y1~ Z THIRST PORTION OF THE TOP/BOTTOM SLAB. GRADE RINfi 2'-0" ~ o°
Dp MIN. AREA OF STEEL
to • TOP MAT OF REINFORCHIENT MAY BE NEQLECTED IF TOP SLAB NAS ° ;v ~ A DI8TINf~!lISHABLE T~ AID 80TT011. ECCENTRIC COME p ° i8 0.07 in.p ~
~ ~ 'o'+aww W
„wax. sr~ciNO W OF CIRCUM. R/F Drawn By: JJ PP: SH
~ ~ t" MIN. ~ITIONAL LOCATE WALL REINFORCEMENT ~ ~ ~R. ~tq pE~p IN MIDDLE THIRD OF MY1LL .o Checked Bp: SN Pm,, SN
N ~ M Date: 2/01/ 0-6 SIB; SN
O ~ ~ .
1" YIN. USE MIN. AREA OF STEEL IN TOP ~ ST P STD. ~ ~ PIO. 840.88 Proj#: 2502011
N ~ ~T~ CLR. SLAB OF N4`8 0 8" CTS. W
~ N ~ = FLAT TOP SLAB Y/EACH FACE CIRt~1MFERENTIAI 3 = a REINFORCEMENT) Revisions
R' ' 1- ~ pure ~w «w,ee am. xo. ~ y noornoNn~. as ~r?a+ *~:c .~uw .+o.~~ 6/15/07 LAYOUT REVISION
~ A ~ BIDE OF OPENING (1" ~c~_~, ADDITIONAL #t4 EACH ~ LON~iITUOINAL ~ REINFORCEMENT (MIN. p 1A ~
C • y CLEAR OF 90TTOM FACE wo.~ SIDE OF OPENING (1" RI8ER ~ r' ~ sw.so CLEAR OF BOTTOM FACE) As = 0.12 IN.4/FT.) ~ ,n ~
~ PLACE 8AN8 DIAS~ONAI Q ~ ~ ~ TO CORNEi~ (TYP.) ~+o.s~ Z ~
~o~ 'w' ~ W ~
N O'
v M ~ ~ \ FRAME d GRATE _ = N T
SEE STD. 840.54 O~ i~ ~ - - ~ i~ FOR MAlp10LE _ BA8E H Z J
Qc ~ 'T~ ~ ~i~ _ _ - i~~ ~i ~ 71^'~ +p \ RII~ AND COVER a J Z
i REINFORCED CONC. W ~ ...a, o, FT6. (SEE STD. y
a - - - - - i ~ _ i. ~ _ .USE MIN. AREA O - - - ' REQUIRED) V AREA OF 3T EL
In , , -i IN SASE SLAB OF _ _ - - - _ 0.12 inp PER LIN su?s of , W PER LINEAR - - - - - -
FOOT EACH WAY 'H WAY ~
y SHEET tOF 1 GRATED INLET OPTION MANHOLE OPTION TYPICAL MANHOLE VOLE SECTION SHEET 1 °F ~ X2007 by ETd, PA. No portion of the drawinp may be s HEET
840.52 copied, reproducal, redrawn or modified without the written consent of ETd, PA.
8401,52
4 N CD-04
O

v Z
v om O ~ TEHMINATINO PO NT FOR O N H PlIOPOSED DRIVEWAY O y N
~ NOTES H Q H Z BUILD THIS PORTION OF DRIVEWAY PAVEMENT !IT Q~~
C • "EXPANSION JOINT a ~ ~ q~ O ONLY AT LOCATIONS A8 DIRECTED O ~ V m ~ ~ ~ ~ PAVE TMESPAREA WTTH BY THE EN(iINEEN. - - ? C Z ~ Lj i"~ O C3
~ ~ ~ v~ CONSTRUCT STANDARD SIDEWALK 5' WIDE AND (~E sm. eae. o~ > CROS8IMALK OO~Zz
~ z ~ = y 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. O O Z Z ~ Z~ D WIDTH OF PROPOSED OR W ~ N ~ _ ~ ~ I~TI EXISTINQ PAVEMENT
0~~'° _ Z F-U O~ =y~O Q~~OH
= N ~ o PLACE A tiR00VE JOINT 1 " DEEP WITH L~" RADI I 2" DEEP 8AW CUT N ~ tL ~0~ SEAM, TOIDI3, & KOSI
Z ~ o r IN THE CONCRETE SIDEWALK AT 5 INTERVALS. n ~ ~ ~ ONE l~" EXPANSION JOINT WILL BE REQUIRED AT 50' yQL~,~J n~~~ o°cn~ URBAN PLANNING LANDSCAPE ARCHITECTURE
INTERVALS. A l~" EXPANSION JOINT WILL BE REQUIRED ~ ~ y ~ D DISSIPATE C Z H D DISSIPATE CURB a ~ ~ O ~ BE7~EN THESE LIMITS BETWEEN THE ~ W~ Z 9IPATE CURB _ •.e o=:.o''•:i,~:.e'• Z N WEEK THESE LIMITS F" w EXISTING DRIVEIW?Y W D CIVIL ENGINEERAG • LAND USE CONSULTING
N o WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. PROPOSED DRIVL~YWY PAVEMENT ~ p
Z SIDEWALK D RADUIS S'-0" OR AS SFIOMM ON PLANS PAVEMENT RADUIS 9~~Cn OR
SEE STD. DYIKi. 848.05 FOR WHEELCHAIR RAMP LOCATION so'-o" ~ METHOD OF TIE IN ROBBINS
REt~UIREMENT3 AND CONSTRUCTION GUIDELINES. I~~~$ ~ i ~qgg MIF#N EXISTING DRIVEWAY PAVEMENT I8 CANCRETE, SAM & ASSOCIATES
GRASS Y AREA, MEA CUT 2" DEEP JOINT AT THE POINT OF TIE IN WITH EXISTINQ DRIVENAY GRADE SAWN JOINT INTERNATIONAL
(wqg CURB PERPENDIWLAR TO EDGE OF EXISTINfi DRIVEMI~?Y PAVBENT. CURB WLF COURSE DESIGN * MASTER PLANNMG
~ SURFACE OF ~~I~ ~oI~ ~ SIDEWALK m ~Q. CONSTRUC'T'ION MANAGEMENT 2880 SLATER ROAD, SUTTE 200
m JOINT SEALER z ~ MORRISVILLE, NORTH CAROLINA 27560
0 r _ _s-' ~ ~ N 1 2" EXPMIBION ~ SA
O •e':v~.. •p: v... •p.~.v~.. ~p.,v v~.. p.:v.., •p.:v~.. ~p_~v,'; •p-.v' ~ G7 i ~ N 1/2" E%PAN8ION 1 Z Q N = JOINT J oQC~ D~D JOINT VMIABLE 8" 2'-0 H O OFFICE 919.481.2021 FAX [phone]
Z D~..G P'..d'•• p',.d'.. p•.6'•' / p',.~~•• p',.d p. d~.••p•,p' L • O ~ ml ~ QZW EMAIL etd@etdpa wm
~ JOINT WIDTH _I~ JOINT FILLER a 2" Q a,
m o T =SIDEWALK THICKNESS y ~y o TFIANSVERSE EXPANSION JOINT p~AN VIE o ~ IN SIDEWALK 3IDEYYALK o 0 ° ~ o .O• p. Q . O ~ ~ .
9~" EXPANSION JOINT ~ C (3EE STD. 846.01) ~ y N ~ O VARIABLE I PFtOPOBED 0 ~ ~
p~_gn PAVEMENT ~ Q RADIUS 3'-0" OR AS ~H CA Ro' ' o ti
VIEW ~ ~ ~ ~ W m 8FIOIIN ON PLANS H
~ ~ Z BUILD THIS PORTION OF ~ DRIVEWAY PAVEMENT ONLY = H low L
L¢" EXPANSION JOINT FILL WIDE WIDE x 1" DEEP GROOVED OR = v C z AT LOCAtIONB AS DIRECTED BY THE ENGINEER. . ' ' H Q 030$44
r ~ / SAWN JOINT ~ / SEALING COM ~ BUILDII~, / JOINT WITH JOINT v~ ~ ~ ~ C J low NO N'E.. CLOD
~G COMPOUND j V 'T1 TREAT THIS AREA A8 SFIOWN (7 O IN TYPICAL SECTION ~ PLANS. SECTION C-C +Z~"-' " ~ ~ Z I W
~ WALL, ETC . / ~ ~ / PROPOSED p:....: '.:Q: • '.:o:...: '.:o:..: '.:P:...: ~qp W ~ PARTIAL PLAN OF PAVED DRIVEWAY TURNOUT 4,y W. ~~~~titi11111~~
USE ON PROPOSED OR EXISTING INTERSECTINIi DRIVE~AY3 d _ v p . v ~ a . o • ~ . ~ v . EXI8TIN0 OR PROPOSED +2.S~Ic - - - _4.04 - - _
n':• ~o::.a~';• ~o::.a~':• ~n':•o~. •o:,:o'. PAVEMENT +1S.8k M'IS.Bk ~ 6'k
' . P . ' . O . . O • . . O . . 9!`Otl
/ ON BETE 0 p ci p D. D' P, D a, D. 9'-0" 9'-0" S'-0 5'-0
SIDEWALK CONC. PAVEMENT SHEET 1 OF 1 EET 1 OF 1 ALL QRADES SIIOM'1 /1RE YAXIYIMS
"EET ' °F ' DETAILS SHOWING JOINTS IN CONCRETE SIDEV 848.01 DRIVEWAY TURNOUT QRADES SHEET 1 OF t 848.02
SIDEWALK 848.02 DRI 848.01 FRANKLIN GROVE
v FRAME A10 COVER STO. N0. 840.54 ~1 z PHASE I
v FRAME ANO COVER STD. N0. 840.54 OR EQUAL DESI(aN ALTERNATE FRAME AND DOVER EQUAL DESIGN ALTERILRTE FRAA~ AND COVER TO MEET H2O LOADING o~
SLOPES FOR VARIABLE ~ z TO MEET H2O LOADING ¢a
SUPER ELEVATION RATE 6~ 24~ ~ N..o ~ ~ RISER RING
m ~ i RISER RING 2~-0" AND/OR BRICK ~¢c~n=z ~
FAR STANDARD 2'6' : , ~ Z ~ _ •p. 2'-0" . AND/OR BRICK - Z W
CURB AND GUTTER 6• z ~Dz n m . ~ ',e CONCENTRIC ~i ECCENTRIC ~ ' SE IONS MAY BE USED ~ a~.
1 o M ' d'. , , Q ' .e . p ia-SF-Z~j f W Z v~F-~o~ \ Q o 3
• ~ - . ~ ;a. ac o Q = o z HQ A Z ~ W p y
CONCENTRIC OR ECCENTRIC n: o ~e:' m e: 41_0„ Q. SECTIONS YAY BE USED m ~ : ~ r DETAILS
~o a •s 4'-0" a0 = W W 0 = Q v = Z CY1 l7
1. 30' CURB & GUTTER Z
a~ 4 ~ 'D ~ 3 'Z-' J~ W fn ~ W W IW,,J 0 p •.4'•:~.'..vo •~v.o~. o vai i ~ v ~ v~ 3 > t~.w ~
~ $s' d V~~ W~ A 3~~ M W J
ea ~ -e •e J ? ::'4~`6 L,J W J A~~ ~ W W W A~ CLIENT
~ R=15' R=30' m W 'p, M O ~O O '~.o, f/1 Q W Q O Z N DO ALLEN HOMES
. 6 gjg ~ z ~.e '.Q _ ~ ~ • ~+t ~ YVW NaZO F~-Q~2pWq~Z+ O Z •~.Q F- W H J Z~ J= N A F- 812 MORREFIELD PK.DR.STE.812
o ~ V~ ~ A 3~ _p" • . s ~ 'o. ~ ~ ~ ~p ~y"5~,o' ~ O ~7 ~ Z J W ~ W= Q W Z ~-r Q W 1- RICHMOND, VA 23236
.oz 1 ~ r - ~n H •e ~ ~fi ....~~~y°~ ~ ~ ~ W W~ ~ A W ~Q A 804-323-1362
-..~o-..e .o'. tea= ~ o ~ STD. STEP 840.66 ~ ~e~ ~ H ~ ~ ip ~ '::.:•'.'p•.'s! ' • a•'si . • • e+o• Q ~ Q Q J J 2 ~ W = O ~J ~ f CONTACT: DICK PATON
o a 1 C ~ ' .e .e W ~ ~ ~ EMAIL: [e-mail]
Al SLOPE=3/A' / FT. ~ . BENCH 2" PER FT. SLOPE g~W ~ UAW QO~~QXZO~U ~ W~ Qom= ==>-O H QQSQ U
° ~ ~z 30 ~ > STD. STEP 840.66 ~e TOWARO CENTER ON ~ 3" p 3" m s TOP OF BENCH D ~ ~ ~ Q ~ O 1- V~ VJ Pit ti V1 f ~ f~ f Q H O ENGINEER
. ~ ~ D 7 Io > Q Z ri N ~t ELAM, TODD, d'AMBROSI
D •a'a:~'•a ( p,. O ~ tp W J 2880 SLATER RD. STE.200
2. 30' ROLLED TYPE GUTTER ~ ~ v BENCH 2" PER FT. SLOPE n. n p.'a 'p:a ~ ~ ~ • :.6~ Z ~ MORRISVILLE, NC 27560
~V~v m ~ n p TOYYARD CENTER ON „ •e m e 'c ~ : 'e a:. ~ ~ • ' ~ TOP OF BENCH 3" R $ i~ FIGURE HEIGHT FROM 4 . ' : ~ : ; e . Ia- H ~ Z O Y y Z~ Vii N ~ 3 U 919-481-2021
.oo g m ~ ~ 0 TOP OF BASE SLAB ~ - - ~ O paq CONTACT: SAM NYE
~ z ~ . . •e.o~ •e fY1 N ~ ~ n N Z ~p ~ Z ~ EMAIL: [e-mail]
6a o: ~ i•~~.~..°:~a'.". a SET IN CONCRETE BEFORE INITIAL J 4 ~ ~ W Q a SURVEYOR
.oo ~ ~ : • ' ~ s• ~ ' p. n_ a • 'e N SET FIA3 BEEN REACHED ~ z ~ Z ~ Q ~ i H A ~ JH CHANDLER & ASSOCIATES
o • 4' SLOPE=t•/ FT. Z ~ Te T ~ FIGURE HEIGHT FAOY ~ ' •n ~ : ' e c ~ ~ : '6 ~'o ~ ~ : 'e ' ~ • ' REINFORCED CONCRETE FOOTING TOP OF BASE SLAB ; - ~ - ~ = 4' PRECAST MANHOLE o' w a 7621 PURFURY RD. STE.201
~ ~ ~ GENERAL NOTES: FUQUAY-VARINA, NC 27526
? 1 1 SET IN CUNCRETE BEFORE INITIAL PROVIDE PRECAST MANHOLE COMPONENTS NMICH CaMPLY wITN MSHTO N199. SET HAS BEEN REACHED d rJi, a in v> a a; = a vii . 919-552-4845
~G~ A6 I aC~~~ /183EIBLE RISERS AND tiRADE RIN(i3 SO STEPS HAVE A SPACING OF 12" FROM REINFORCED CONCRETE FOOTING THE TOP TO THE BOTTQII OF THE MAPNIOLE. ~ ~ c~ n. o z a CONTACT: JOHN CHANDLER
w ~ ~ o a w v~ 3 vJi A ~ U W 1- ] Vj W Z ~ EMAIL: [e-mail]
5 / PRECAST MANHOLE THEW WHOLE FLUSH 1MITH T~sEDGRTO~ROADWAYATOTFIFER ~ LQA~TIONSEPLACE~ ~ THE TOP A MINIMUM OF 9" ABOVE THE GROUND. Q y Q
~ NOTES; ~ 3. 30" VALLEY TYPE GUTTER EET 1 OF 2 REINFORCED (~NCRETE FOOTING IS REQUIRED WHEN THE MAlHOLE IS OVER 12' SHEET 1 OF 2 l7 ~ ~ • . ~ ~N_., ~ W W Q p~q a ~ LANDS CAPE ARCHITECT
1525.01 OR ON A PaOfl SOIL BASE. THE FOOTING AND BASE SECTION IIAY BE PRECAST. 1525.01 A ~ ~ - ~ N ~ ~ 3 W ~ ; J Y~O J ELAM, TODD, d'AMBROSI
1, 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS. O d W Q O V 2880 SLATER ROAD. STE. 200
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS ON MACHINE POURS. v T1 ,T2 8~ T3 BARS ~ 8" CTS. O a J p W~ ~ D W Q MORRISVILLE, NC. 27560
~ ~ 4 N Z ~ a J N V A ~ ~ W Q a ~ Z Q 919-481-2021
2. 1/2" EXPANSION JOINT EVERY 90', z Qa~ Q A W~ V a. O~ ~ ¢ A CONTACT: MICHAEL LEIGH
~HO~ NQ~~'3V p SOWN Z`~ ~H~ 1 ~ EMAIL: mleighCetdpa.com
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. H 1 OF 2 ~ Z ~ = D BILL OF MATERIAL FOR 7'-0" FOOTING
CITY OF RALEIGH o o ~ ~ -i ~ ~ 4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET x y m r^ BAR SIZE LENGTH N0. WT. lbs. WQ~~'-= ~ r w z ~ya~a~~n-A~w~ a ~c~~oc~ ~ w a a ~ o~ i t-
CENTRAL ENGINEERING DEPARTMENT N THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT Z x ~ o ~ W -r°, ~ T 1 #5 6' - 6" 20 136
g ~ STANDARDS & SPECIFICATIONS FOR ROADS AND REVfSfO~IS o~~ er. ,ne ~ p,.., NF=- OW X 3 ~ n.t-NNQNN UtOl7aN ~ i• W
g g STRUCTURES. CURB ~ ~ ~ o v CLASS "A" CONC. YD3 9" THICK 1.361
AND D -Di --°O CLASS "A" CONC. YD~ 12" THIC 1.815 V Z ~y ~ M ~d a
5. ALL CONSTRUCTION JOINTS SHALL BE FtLLEO GUTTER tin o v a g WITH J01 NT FILLER AND SEALER I N ACCORDANCE z . o°
WITH NCDOT ROADWAY STANDARD DETAIL 846.01. S'iD: f X21 W ~ ~ BILL OF MATERIAL FOR 6'-0" FOOTING CITY OF RALEIGH
0 ~ W arc BAR SIZE LENGTH N0. WT. lbs. DEPARTMENT OF PUBLIC UTILITIES
° = m T2 #5 5' - 6" 18 103 W STANDARD WATER AIR Drawn By: JJ PP: SH
Z o Checked By: SN PM: SN
a ~ rn ~ ~ CLASS "A" CONC. YD3 9" THICK 1.000 RELEASE VALVE 0
n ~ = DWG. N0. REVISIONS DATE REVISIONS DATE pC Z 7-14-82 12-31-91 Date: 2/01 06 SM: SN
Z ~ ~ BILL OF MATERIAL FOR 8'-0" FOOTING ~ ~ W-18 3-1-$7 RRH 6-7-00 Proj#: 2502011
y~ N~ ~ r r ~ T BAR SIZE LENGTH N0. WT. lbs.
H v~ ~ T3 #5 7' - 6" 24 188 Z a: ~ Revisions
~yys z - ~ ° CLASS "A" CONC. YD3 12" THICK 2.370 6/15/07 LAYOUT„ REVISION,
~ DZ~' ~ Zv M W
~z ~ y N
~ ~ v
~ o FOOTING DIYNESIONS : PACE REINFORCING STEEL SO THAT ~ ~ ~
v ~ ~ STEEL IS PLACED A MIN. OF 2 AND A 0 7 -0 USE (T1), 6 -0 USE (T2) ~ 8 -0 USE (T3) OF 4" FROM THE TOP OF THE SLAB. Q r ~
y v ~ ~
m D REINFORCED CONCRETE FOOTING Z
~~Z yy~
o ~ ~ N „n ~ FOR 5' PRECAST MANHOLE OR
0 4' PRECAST MANHOLE ~H
W
V
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m
02007 by ETd, PA. No portion of the drawings may be S HEET
A copied, reproduced, redrawn or modified without the written
~ EET 2 OF 2 2 ~ I 7?? HOOK 7?~ HOOK MEET 2 OF 2 consent of ETd, PA.
1525.01
~ 1525mOl D1 CD-OS
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1:1 1;1
ABC
~ ABC
EEAM, TODD, &A11/.I.B RO S I
R/W R/W URBAN PLANNING LANDSCAPE ARCHITECnM
100.0' 45.0' CIVIL ENGWMROG • LAND USE CONSULTING
RIGHT GF NAY RIp1T OF MAY
5.0' 27.5' 30.0' 27.5' S.0' 5.0' 4.0' 23,~~ 4.0' S.0'
PAVQENT ~ PAVQIENT SHOULDER SIOEINALK
SIDEMAI.K SMOG IND~ER ~ ~ ~ v mow/ w mow/ &ASSOCIATES
INTERNATIONAL
GOLF COUM DESIGN * MASTER P G
CONSTRUCTION MANAGEI MW 2880 SLATER ROAD, SUITE 200
~c 810ENMIX w101M vMMES 8EE PLAN ~c s~oew~uc r~TM vas s~ ~uw MORRISV LLE, NORTH CAROLINA 27560
SA
100' RIGHT OF WAY 45' RIGHT OF WAY OFFICE 919.481.2021 FAX [phone]
35' ROADWAY SECTION 28' ROADWAY SECTION EMAIL [e-mail]
PAVE~AENT DESIGN: PAVEMENT DESIGN:
1.S' S9.56 1,5" S9.56 NOTES:
3" N9.OB 1~.NORIAAL CRd1I1M OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED 3" 119.08 1. NORMAL CROWN OF 1/4" PER FOOT UNLESS OTHERWISE DIRECTED 8" A.B.C. B1f N000T.
8" A,B.C. BY N000T. 2. PAVEIdAENT DESIGN TO 6E AS SHONM OR AS CALCULATED I~COROING TO 2. PAVEw1ENT DESIGN TO BE AS ShIOMM OR AS CALCULATED ACCORDING TO H CA Rp
DISTRICT ENGINEER. WHICHEVER IS GREATER. 3. lYPICAt. SHOULDER CROSS-St.OPE TO ~ 1' PER FOOT. ?YPICAL SIDEWALK DISTRICT ENGINEER, WHICHEVER IS GREATER. 3. lYPICAI. SHOULDER CROSS-SLOPE TO 8E 1" PER FOOT. TYPICAL SIDEWALK
CROSS-SLOPE TO 8E 2%. CROSS-SLOPE TO 8E 2x. low L "
030~3~
110 CLO) -Z'
J'
wo lot%
STANDARD SECTION -STREET A STANDARD SECTION - 45' RIGHT OF WAY
v Z
v N ~ w SIDEWALK (b' STD.) ON }
M ,i Z ~ ~ ~ 3"N 8" A " s aQ3
UTILITY S H ~ ~ ~ V"- D~gROTpP WRB 2' DETECfIIBI.E 0. rri~irr weir 0.01 (MIN.) T 0.02 (MIN.) 0.04 (YAX.) 4 H Q~ V F ~KLIN GROVE
r ~ 1'1 ~ V~ g~'~Ei g i AUiTER s8110~ I 0. 0.04 (NORM) 0.02 (NOR11.) „ LL J a Z OO~~Z SE 1
H Z D
=~~>m I A t2:1 MAX. NAYP Q V ~ ~ H
xNO~ p 9 H x ~~~p J
Z F,,,~ ~ r T O:iii' 19~ s i~ H c~i~ i ~'s cC
SECTION B-B Z~~¢
DD , t ~ M
$IDE~ALK ~ Z ? S r~ ELEVATI TRAM I~TION '-2-. 9'-ap a ~ W BI~TION ~ TRANSITION 0
P DETAILS
TO E ,2:, <s.8~k, IOT 1.89~k)
SEC ISOMETRIC VIEW SECTION A-A
sio~+wuac GC
Z (SE~37D. J848 01) CLIENT
47 fq'fE: A PQITIOPI OF UIiE QI ~UTM NNPS LL YAY EXTEtO OtlTSIDE THE RETININ. DO ALLEN HOMES
r M NOTEB: Z 812 MORREFIELD PK.DR.STE.812
1. DETECTABLE wI1WiItq OOYES 8FW.L COVEN 2'-0" LEN6iH IWD FULL WIDTH OF ilk rn = RAMP FLGOR AS SHOWN ON TiIE OETAILB. EXPNISION JOINT ~ RICHMOND, VA 23236
2. OBTAIN 70~k CONTAAS~ VISIBILITY WITH ADJOINING SURFACE, EITiEA LIBHT-ON-MRIC, m ~ OR OMK-ON-LIGHT BEaIENCE OOVERINO 71E ENTIRE RAMP. N see sro. e4e.o~~ 3 804-323-1362
C ~ ~ ~ SEE NOTE 7 re ~ oac~ CONTACT: DICK PATON
~ ~ H RAMr Ml~7H AREA IS VARIAME W / d~'j~, EXPANSION JOINT J ~ U EMAIL: [e-mail]
(7 N r w A MNA*8" X B (SEE STD. 846.01) Q ~
~ ~ ~ OO OOO O OO OO s' o.o~ s.s~ s.a~ 6.0~= / SIDENAIK ~ ~ ENGINEER
e' o.o~ s.a~ e.e~ s.o~•, D oas-ue ro o•~me r o.o' ~.e~ ~.s~ e.5~•• / ° W U ELAM, TODD, d'AMBROSI
N ~ ~ Q 0 ~ ~ 8' 0.0' 8.8' 7.3' 8.5'*' 2880 SLATER RD. STE.200
Z 5' 2.0' 7.8' 7.8' 5.0' THIS PORTION OF RAMP 7F1AN 501E TO NO MODE ~ pO ~p O O O THAN bsli OF iFE MSE 5' 2.5' S.S' 8.1' 4.8' K LIYITB. / MORRISVILLE, NC 27560
r 5' 3.0' 8.8' 8. S' 4.4' (gEE Np7E 13) c~ 919-481-2021
~ S' 3.5' 9.3' ~8.4' 4.1' ~ Q Q Q Q Q Q 5' 4.0' 9.8' 8.6' 9.8' W CONTACT: SAM NYE EMAIL: [e-mail]
5' 4.b' 10.5' 8.7' 9.4' 5' S.0` 10.8' 8.9' 8.1'
SEE NOTE 1 SURVEYOR
0.Y ~ B X- (A+9" j SEE NOTES 2, 7 JH CHANDLER & ASSOCIATES
B = DISTIWCE FROM FRONT ~8E OF SID~ALK . a.. TO BAiCK POINT OF 12:1 (8.83+k) SLOPE. 7621 PURFURY RD. STE.201
• . O' ~ D' . O C' 0 • D 0~ 4 0' BAGK OF SIDEw11LK DROP REaIIRED FOR ALL l•1 •.o p ~o C.. •o:, p . ,o p ~r SIO~ALK 8LAP'ES. ,o. .,o. ,o. ,o. FUQUAY-VARINA, NC 27526
O BACK OF SIDEw11LK ~IOP REaIIRED Fpi 8IO~ALK SLOPES 0.04. PLAN VIEW 919-552--4845
EET 1 OF 4 DETECTABLE WARNING DOINES a,K ~s ~ III SHEET 1 OF 4 CONTACT: JOHN CHANDLER
YIN. ~o~+, 848D05 ~2t107 by ETd, PA. No portion oithe drawiog~ mny be
848D05 copied, reprodaced, rdlr~wn or modified without the written men EMAIL: [e-mail] en
N O r consent of ETd, PA. LANDS CAPE ARCHITECT
z ELAM, TODD, d'AMBROSI
'g , m v .o Z m N } ~ ~ NOTES: o~ 2880 SLATER ROAD. STE. 200
~Q MORRISVILLE, NC. 27560
Q ~ 3 N' ~ 1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AN O NCE AND A 70~ CONTRASTING COLOR TO THE SIDEWALK. ga 919-481-2021
~ ~~o~ 'UNFORM TO TRAFFIC DESIGN STANDARDS. ~ j0 ~ ~ CONTACT: MICHAEL LEIGH EMAIL: [e-mail]
ma r~~~~ ~ Q a = Z rn p ~ 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM Z Z W Q z ~ y~ ~ ~ n -D~1 3. NORTH CAROLINA GENERAL STATUTE 136-44.14 RE(IUIRES THAT A Q z z ~ D y m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF U Q v ~ ~ N N aD p PROVIDE WHEELCHAIR RAMPS FOH THE PHYSICALLY DISABLED AT H'= ~ z W Z H ~ 0 ~ PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOMI. OO~ZZ THAT ALL STREET CURBS BEINti CONSTRUCTED OR RECaNSTRUCTED FOR MAINTENANCE
~1 OF UTILTIES ~ AL.TERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL ~ V Q p =
=~ADm ED AT ALL INTERSECTIONS NMERE 80TH CURB AND GUTTER /WD SIDEWALKS ARE ~ _ ~ z
0~ ZH~~~1 • ~ ~ F„~ c~F-~O~
y p ~ y Q n Z ~ z IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY Z ~ ~ D D D AFTER JULY 1,1976 WHETHER A SIDEMIALK IS PROPOSED INITIAL W p ~ ~ THE AMERICANS WITH DISABILITIES ACT (ADAj OF 1990 EXTEN p z PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PER30NS ON THE IGFMIAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION p O ~ ~ NITIALLY ~i IS PLANNED FOR A FUTURE DATE. Z ~
~o EXTENDS TO INDIVIDUALS WITH DISABILITIES. CAIIMREHENSIVE CIVIL RIGHTS W p ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION lNlDER THE CIVIL p
>'g Z RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED SIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
i SIDEWALK SIDEWALK
a ~ ` SEE NOTE :E NOTE 12 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SFIOwW ON THE P Y 4'-0" (TYP) AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, THE PLANS ~i AS DIRECTED BY THE ENGINEER. LOC~?TE WHEELCHAIR R/WPS
~ ~ SEE NOTE 4 OLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACFJiENT. WHERE Drawn By: JJ PP: SH
~ ~ 11K0 R~WPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FU AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED A m ~ 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTI0 SIDEWALK O Z 6. PAY FOR ALL DEPRESSED CURBS AT YrHEELCHAIR RAMPS AS THE LL r 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION OF FULL HEI~iHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS SSED AS POSSIBLE.
STOP LINE Checked By: S N PM: SN
a ~ SIDEWALK SIDEWALK 'RUCTION OF WHEELCHAIR RAMPS AS CONCRETE M~IEELCHAIR RAMPS. (Stl. YDS.) Date: 2/01 4, 6 SM: SN
rn SEE Y SIDEIMAL.K I~TE 12 THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (lN. FT.) ~ O Proj#: 2502011
r SEE ~ SATION FOR ALL MATERIALS, LABOR, E(IUIPMENT, TOOLS AND INCIDENTALS ~
H NOTE 3 a SEE NOTE 4 Z ~ _ ~ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. tS ~ Z Revisions
~r ~ Z = STOP LINE m v 3 ~ m = 8. DO NOT EXCEED 0.08 (12:1) SCOPE ON THE WHEELCHAIR RAMP I O RAMP IN RELATIONSHIP TO THE (TRADE OF THE STREET. ~ 6/15 07 LAYOUT REVISION
~ rrnil o 3
C ~ ~ SIDEWALK ~ = C ~ ~ 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DU J V ~ ; ~ 10. USE CLASS "B" CONCRETE WITH A SIDENALK FINISH IN ORDER T H V ~ C ~ O ~1. PLACE A 1~2" EXPANSION JOINT wFIERE THE CONCRETE WHEELCHAI J V 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN =0R DUAL RAMPS. ~ ~
ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFAiCE. V
~ r ELCHAIR R~WP JOINS THE CURB AND AS SHONM ON STD. DYMG. 848.01. F = j
C ~ p DETAIL SHOMIING TYPICAL LOGIITION OF IMiEELCHAIR MNPS.
to D PEDESTRIAN CR0.g~IIlALK3 AND STOP LINES FOR TEE INTERSECTIONS ~ W ~ ~ WITH ALLOWANCE OF A 4` CLEAR ZONE IN THE VEHIg1LAR TRAVE TYPICAL LOCATION OF 1NHEELCHAIR = W N USER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, W J V TRAVELMIAY MIHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) = W
~ ~ DETAIL SHOWING TYPICAL
~ RIWPS. PEDESTRIAN CR o ~ IAN CRd L AND T LINES N 3 Z 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LIN J ~ ~ THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WI Z O THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. ~LK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN ~ Z MPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS NRTHIN J 3
~'1 C3
O Z
~ W ~ 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. FEET. A CROSSWALK WIDTH OF 10 FEET OR (TREATER IS DESIRABLE. W
00 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
c~ O4 VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFF ,TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL. REQUIREMENT. AN UNUSUAL APPROACH
76 3 RQIIDMMY RMDwAY SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PA BE PARALLEL TO THE INTERSECTING ROADWAY.
~ PLAN SYMBOL PAM SYMBOL ALLOWABLE LOCATIONS 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIA ~ESTRIAN CROSSWALK. SHEET
CCF O ~ PROPOSED MAiEELCHAIR RAMP LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MIUTCD)
CURB Ctff FOR FOR pROppgEp PROPOSED OR FUTURE SIDEWALK to FUTURE RAMP VNEELCHAIR RAMP DUAL RAMP RADII...........ANY 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATES' PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE ID THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
A -1 SHEET S OF 4 SHEET 3 OF 4 SHEET 4 OF 4 SHEET 4 OF 4
848D05 848DO511 848D05 848D05 CD-06
Q

GRADE PROPERTY
,1 / / • • 1 • • , • • • 11 • 1• ~ 1 1 • 1 . • • • • • • •1 • f ~ 1 1 • / • , MINIMUM 36' HORIZONTAL CLEARANCE
•1 • 1 / / / • • ~ ? / / • • ,1 • 1 / ~ • 1 1 1 • ~ • • • / • , / / , 1 / LINE FROM ANY OBJECT,
• 1 1 1 1• 1 1• . 1 1 • 11 1 / • / 1 1 • • • • • • 1 ? 1 • 1 1 ' • 1 1 1/ • / 1 • 1 1/ • 1 • / • / •111 1 1 ' 1 1 1 i
1 1 1 ~ •1• / ~1• , / ~ 1 / •1 11 f : / • / ~ • • 1 • 1 ELAM, TODD, &AMBaOS I
' • . ' • 1 .1.1,1 •11. / • . 1 • . 1 • 1 1, ,1 / 1 • 1 I, / • 1 • • • / 1 1 / , 1 . t'• FIRE HYDRANT, PUMPER NOZZLE TO URBAN PLANNING LANDSCAPE ARCHITECTURE
'/•1 11 I• 11' 1' '1• • •11 / • • / • 1 I 1 • 1 1 1 • . . • . . / 1 • • • • BE POINTED PERPENDICULAR TO STREET. CIVIL ENGINEERRIG • LAND USE CONSULTING
N • 1 1. 1 • r 1, . . 1 1 r r 1. 1' 1 . 1 1 . , / ~ /
r 1 1 1• • r , 1 • / ' 1 / 1 1 1/ •1 /1 '.r'1 • 1 111 / I • I f• •1 : : ~ • .11 . ~ 11.1, • 1• ' . 1 / , ~ TRAFFIC FLANGE BETWEEN
i.~,.~•,.,•.~.~,..i .~y,~,..i ; .j•~,,.i ~,.,a .y;.,,..d .ilia ~,..Q ''..'~•y.'J', •+.•.'•i ; ~.,'+1 i~'•~''~. ~i~•~,••i ,'~..i 1 , 1 1 : 1 ••111 /•1 / / . • 11 / 1 , 1 1 r 1 R BBI
'fit ~ : 'I.t'lt ~ 'R ' ~ ~ •J• i ~ r, +I• ~ r' : t 1. ~ ~ ? 'i.1'!r ? '/.~y 0 0 4 j ' 0 1/ 1 . , , , . . • . , , a oa o , , 1. • . . ~ ~'-~Q' UNDISTURBED SOIL 2' - 6' ABOVE GRADE
e 1 . 1 ~ , / , • 11 , 1 • • , , • , i ~MFIN.~ ~ • ~ S' 3'-6' & ASSOCIATES INTERNATIONAL
N e0 e e N i- a 0 0 e / 1 • / , 'r / ~ • / • • 1 1 • ~ SIDEWALK CURB AND GUTTER PAVEMENT GOLF COUM DESIGN * MASTER PLAMMG
~ ~ ~ ~ ~ ~ / / / . , 1 , , , r, , , , , . , y i:~::.:. CONSTRUMON MANAG04DU
~ ~ ~ ' • , . t ' • 1 . ~ . , 1 • , , . ~ 2880 SLATER ROAD, SUITE 200
' . ~ ~ ~ ' ' / , / . 1 1 / / , I ? / , . . . , , 1 1 ~ VALVE BO 6' GATE VALV `O COMPACTED BACKFILL CONC, THRUST VALVE MORRISVILLE, NORTH CAROLINA 27560 SA
~ • ~ ~ . • , . 1 / . . / . . • / • • . . , , 1
• ~ , ~ 1 • • • • N (TAMPED IN 6' LIFTS> BLOCK 'UST OFFICE 919.481.2021 FAX [phone]
• • ' • • / 1 1 / , 1 ? / 1 I •1 1 11 1 • ; ; . • • • 1111 , • 1 / 1 • 1 . • 11 •1 1 • , 1 •1 / • 1 EMAIL' etd@etdp&com
1 / •111 111 1 j 1• 1 11• / •1 1 , 1 1 • 1 1 1 •1 ' 1 1 • 1 1 1 • • • • • ' 1 • • / 11• •1 ' 1 ' 1 / • 1 1 ~ • • I • 1 •1 I 1 / 1 • ~ ' 1 . • i / / ~ 1 ' 1
. • . , • ~ ~ ~ ~ ~ ~ ~ . ? • • 1 /1 1 • 1 •1 • / 1 , • ~ / 1 1 1 1 • 1 1 1 1 I 1 / • • •~•1 ~/j11'1• X111 •~1~ 1•••~1/1 1 / ~ 1 I 1 11 = f r ~ • 1 / • ~ i • 1? 6" MIN. BRANCH PIPE
• t ~ ~ • . . • • ~ ' ~ . ~ 1 SI/11 . ; • MAIN MAIN CAIp 'o:e
' ~ . ~ i•,1 ' / rr 1 1 r • 1 1. / 1 • •1 . • f/ 9 .00
1 1. i ? /1 ~ ~ 1 111' Oft
/ j hr11~r i I 1 '1•'; 1' 1 • 1 .•1 • r A
- 1 . • / 1 i / I / ' , r iJ• ' • . 1• 111 CONC, SETTING SLAB 3/4' HOT DIPPED 1'- 0' 030
ITh vMnt epaee referabl a fined b a strai ht ed e r~ h de ent cut s all be e y g Bbl a Machine saw cut, 1'-3'x 1'-3'x 4" THICK ALVANIZED BRIDLE ROD MAY BE COUPLED. F l t y~i N~-~ c~
P Y 21 Th trench s~ e Y 0 ? l fit e i sha back l d r r al t be Inch sub ade rate ~~MINIMUM SIDE 3000 P.S.I. CONCRETE
with suitable i r~ to a densit cted stable r~aterial an co a P Y pIp 6• CLEARANCE THRUST BLOCKING 7 CU. FT. CRUSHED 4N 1IV. H ttttt,~,,~•
f t o at leas ' M in a ' ' fined co act to b t of thto eas a STONE MIN. NDISTURBED EARTH. 'TH.
saM to of the P r nce with AASHTO h M t ri in acco da of t e a e al NOTES
T- M if1 as od ifs N OT. rood ed b Y
,The final i' of 3 Material coM a ' i fAC n o B al 1 of fill shall co s st i e al 0 100% l M cted o a dens t u t co a t 1. FIRE HYDRANT SHALL BE AS MANUFACTURED CLOW.
P of that obtain Q Y P M l of the M actin a sa e twin d b co t ob e 9 P Y P 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
Material in au T T-8 as hAAHO l in cor nc wit ac da e 3. 6' GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. F KLIN GROVE
Modified b NC Y b NCDOTI Y 4. STEEL REDS AND BOLTS SHALL BE 3/4' HUT DIPPED GALVANIZED.
4, The entire thl ti at ed a of cut Tire thickness/ ver c 9 1, 1 1 1 1 PHASE I
shall be tackE / p . tacked) n ra in iMe 1 rent es re uirin s orin a c , nt r~aterial which exists ~e th f aver diMensions shalt be 5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. N ONE
5. The sable de 1 shall be reins de o e P P a en roM a ~ns~ a ace o e s orin r tin no case shall einstalled bu goring and bracing. 6. MEGALUGS MAY BE USED ON FIRE HYDRANT BRANCH LEGS FUR RODDING, IF MORE THAN ONE RED COUPLING IS EXCEEDED.
. in th h e e as alt ee ~ o a e~ s an ar s or rent es an i e ~ M 1 o roc s or ou ers or thick) h l hn salt a essta 7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
61Theahlt spa p - or a ~ Bona a ai s ri l shall e ' r~ e a b shalt aveMent at in i 1 p ar er o e use ac
inst l e an al orou hl to n c r~ h a o acte t P Y
I ' i achieve a sMo s over wi s a e re n orce o , , , , , s an ar s. aveMen cu 1 ac rya era s a e a r~ th level atchl 5 00
11 Refer to Cit Y trenches and i f R l i h tandards for s a e na ve rya era . ~o Ct o ae s u Y 9 ? W-31 . s and i e beddin
for additional P P 9~ • ac ~ sa a arse n lit~onal details) CITY OF RALEIGH CITY OF RALEIGH DE s
51 DEPARTMENT OF PUBLIC UTILITIES ~2YTANY OTHER~V~RK CHANGESCT EN~GRADE O~RK~ DEPARTMENT OF PUBLIC UTILITIES
1 c eve . core ac on n
1 ac ~ 1 'ENCH BOTTOM DIMENSIONS & BACKFILLING FOR THEE ~,IORK IST RE ONSIBLEN OR PAD LISTING STANDARD FIRE H Y D R A N T IT
QUIREMENTS FOR DUCTILE IRON THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DETAIL
ONS DATE REVISIONS DATE DWG, N0. REVISIONS DATE REVISIDNS DATE DATE
- - . 1 1 . 1„ 3-1-87 RRH 3-31-00 - - t2-3~- . - - W-4 ~-~-s 12 31-91 CLIENT
RRN -nn , .
i r- . DO ALLEN HUME~i
812 MORREFIELD PK. DR. STE.812
H- RICHMOND, VA 23236
THRUST COLLA o~ = kv ~OLLAR NC" ~ 804-323-1362
CONTACT: DICK PATON
Y Q ~ EMAIL: [e-mail]
p ~ N J N Z ENGINEER
pq ~O~
~ 2 A ~ W ELAM, TODD, d'AMBROSI 2880 SLATER RD. STE.200
~ H W Z ~ MORRISVILLE, NC 27560
~ .-r ~ Q ~ 2 ~ZC'1 919-481-2021
F- 1 C~ h- W W ~ CONTACT: SAM NYE
A Z ~ ~ W Vl EMAIL: [e-mail]
Y H Y W Q
~ ~ Z ' • ! • e '4• ~ O W O aJ Q . • • ;p J ~ J SURVEYOR
r ~ t~/1 ~ (Yl l7 Pal JH CHANDLER & ASSOCIATES
4.830' lf') 7621 PURFURY RD. STE.201
1 9/16" OPERATION NUT 1$ • •e V• FUQUAY-VARINA, NC 27526
4.682' UNDISTURBED SOIL , 4~~' ~ ~ 919-552-4845
3.325• 'X' BAR UND • • ~ Nom. ~ w ~ ~ ~ V oeOOpo a oe W CONTACT: JOHN CHANDLER
4, 560' EMAIL: [e-mail]
N 3.181' • • . " . ?tr ~ ' Q p e LANDS CAPE ARCHITECT
O - r ELAM, TODD, d'AMBROSI
4.~00~ 3.070' • ~ ; ~ 2880 SLATER ROAD. STE. 200
• ~ • ~Z• w ~ Aa I•, MORRISVILLE, NC. 27560
J • • A ~ i~~ ~d • r., :r ~ S w • . Q 919-481-2021
N CONTACT: MICHAEL LEIGH
s 3/16' • • ~;t « 't ~t r-i EMAIL: [e-mail]
N1 H+ S~. ~ .~...Jh.. • • Y A
~ ~ ~I •w•i Q
15/16' . ooe oQ• p J
a ~ 3" MIN, 'Y' BAR 3' MIN. al ~p
CLEARANCE •g• CLEARANCE ~ ~
~ g 6 THREAD 6 THREADS PER INCH REII~ORCING REQUIREMEN JIREI~£NTS ~ o ~
PER INCH as P~ r~wt s~ ~x• e~rt ~owcrH ~r s~ vECa+r wNr ~r sort ~ ^r- sai vetta~r w n ° ~
D g I~ 6• - 36• ~6 8~-2~+ QA PIPE 7.0 3 L~t/iT 'iT Y-Y Ll LiS. EACH X-21, Y-12
O ~8' L 9rtottr r6 3'-0'~ O.D. PEE I.SO~ L1S/FT t -3' 1.9 ~l& EACH X24, Y-12
THRUST COLLAR AND THRUST SCHEDU L0. P(PE 'A' 'i' 'C-6'-16'. i 6• - 36• Y-{' 1'-7' 2' SCHEDULE
1 -6'-16'. PO'~E4'. 30'-36•. ri' ~ , o •a, Dram By: JJ PP: SH
r 3' 4• 4 . Checked By: SN PM; SN
d L` ~A' t. yvater 1'-6' t'-9' 'L' 6• O Date: ,2/01 /06 SM: SN
In
NOTES • •e V• Proj#: 2502011
IONS. I
I~ 2 1 ~ D U T L E T THREATS 1. SEE STANDARD DETAIL W-9 FOR THRUST $LOCK LOCATIONS. Revisions
N 2. CQNCRETE SHALL BE 3000 PSI AND TRANSIT MIXED, 6/15/07 LAYOUT REVISION
3, REINFORCING BARS SHALL BE DEFa2MED AND TIED T~iETHER. TETHER.
4. TRENCH BOTTOM VIDTH IN VICINITY ~ THRUST BLOCK INSTAL AS SH04/N ~I STANDARD DETAIL V-3. _ INSTALLATION SHALL BE THE MINIMUM VIDTH
ON G
CITY OF RALEIGH CITY OF RALEIGH 5. BACKFILL TAMPED IN 6' LIFTS PER CITY OF RALEIGH CITY OF RALEIGH
~~i DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL W-3. DEPA HYDRANT O P E R A T I N G NUT AND 6' NEEDED ON~BOTHMSI ES ALONG BOTH T HR 2 1/ 2" O U T L E T THREADS EDGES OF C~LAR AROUND CIRCUh~ERENCE. ~ DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
TION
STANDARD 4" HYDRANT STEAMER THRUST BLOCKING DESIGN DATA STANDARD THRUST BLOCK INSTALLATION
$a NOZZLE AND THREAD DETAIL FOR WATER MAINS FOR VALVES AND DEAD END MAINS
g DWG. N0. REVISIONS DATE REVISIONS DATE ONS DATE REVISIONS DATE DWG. ND. REVISIONS DATE REVISIONS DATE DATE
3-1-87 RRH i-21-00 W _ 8 Y.C.A. - - D.W.C. 9-7-9 6-92 - - 9-7-99
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RIZONTAL WATER PIPE BENDS W
REACTION BE ~1 BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS REACTION BEARING AREAS FDR HORIZ0 BASED ON TEST PRESSURE OF 200 P.S.I. BASED ON TEST PRESSURE
.SURE OF 200 P.S.I. ~ o .';'4.': d~'b~.
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z ~ ~ a ~ ~ ~ ~ ~ 90° 31,983 ~ ~ ~ y fif N A 36 72 288 29 ' a v a ~ o z ~ D W v A cn A 01 ~ W FRANKLIN GROVE
D 8~ ~ ~ ~ ~ ~ ~ PLUG 22,619 26 51 204 21 • ~ ~n ao ~ cu ~ o w ~ w
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W "'~~""'~~~n~"~ PLUG 40.213 ),213 10 21 25 5 5 10 41 5 PLUG 361,911 91 181 217 46 46 46 91 362 37 Q ~ ~
.4 W
• ~•.a . ~ CITY OF RALEIGH REACTION BEARING AREAS ~ AREAS ARE IN SQUARE FEET CITY ?F RALEIGH REACTION BEARING AREAS ARE IN SQUARE FEET 'ERTICAL PLANE IN THE MEASURED IN A VERTICAL PLANE IN THE CITY OF RALEIGH ~ ° ~ CITY OF RALEIGH DETAILS
~•~v ' MEASURED IN A VERTICA d'.~. • a, . DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANG v.• AN ANGLE OF 9(P TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE OF 96~ TO THE THRUST DEPAR THRUST BLOCKING DESIGN VECTOR. THRU IEPARTMENT OF PUBLIC UTILITIES ? 3 ~ ; ~ o.: ~ DEPARTMENT OF PUBLIC UTILITIES
a ; . ~ r ~ VECTOR. THRUST BLOCKING DESIGN ~ ~ ~ ~•.~o~:. STANDARD VERTICAL BEND
a-:° STANDARD THRUST BLOCKING VIEWS USE 6• - 9aP BEND VAL • ADDITIQ~AL SAFETY FACT ~ DWG. N0. REVISIONS DATE REVISIONS DATE ND VALUE FOR HYDRANTS FOR USE 6' - 9a° BEND VALUE FOR HYDRANTS FOR ID
fY FACTOR. QUANTITY TABLE ADDITIONAL SAFETY FACTOR. QUA N QUANTITY TABLE
DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS ]NS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE )ATE -31-00 CLIENT
r, - - RRH 3-31-00 W -1 fl D.W.C. -23-9 W _ 11 D.W.C. -23-9 W _ 12 3-1-87 3-31-0 n ~_i r c_7_oo
W 7 - ~ ' 1 V I ' I I I I I I 1 1 1 1 l 1 ~ a~. w .v. ~ i r i i~ ~ DO ALLEN HOMES
812 MORREFIELD PK.DR.STE.812
APPROVED TROD FO 11" ATE/TAPPING VALVE 7 HOD FOR EXTENSION VALVE BOAC NOTES 2'x 2'x 6' CONCRETE ~ W V1 RICHMOND, VA 23236
~ Ww W 804-323-1362
11 - 7 / PAD REQUIRED ON ALL VALVES. W 2 3 3 C,~,~VER NO PRECAST CONCRETE DOUGHNUT ALIOVED. W W 1 CONTACT: DICK PATON
3 c°.~w o~ W Z = W VJ N W V i- EMAIL: [e-mail]
4 •o. ~ z ENGINEER
r"~ ~ ~ X O~ 2 W a d~
= W W 0 = Q Z y J ~ I ~ = q W ZLYl~l7 Qom,,., O ELAM, TODD, d'AMBROSI
° d' ATE , ~ ° c7' v 3~ J~ W N~ W W WO Z ~ W Q p'~'' 2880 SLATER RD. STE.240
v. .O' . o z~ ~ 3>~Z° Aa'w c~3 MORRISVILLE, NC 27560 919-481-2021
1 ~ D , .4 ' o ~ ..0, ,,~'~~C 4J ~If')Z ~W ~ QWQ^W a QpA U ~tQ A ~ pq~ Md J A .a~,. .a. . CONTACT: SAM NYE
,Q ~ p o 0 0 , . o 0 7 it , al 6~ STANDARD VALVE B~~8 M ~b~~.~„ a E W'"' A 3 ~W J Z ~ ~ ?4. ' . • `t' EMAIL: [e-mail]
TOP SECTION TO BE 2'~ N `p p ..,iir~,,
~ •0• ~.Q~ 4~ o ~ o 80 LBS. HEAVY WEIGHT o •e•. t. ~ U ~ LJ Vl a Z O I- ~ ~ = Pal ~ ,1 : J N •o' SURVEYOR
. ~ .Q .o . .Z ~ ~ W F- W rZ-~ O l7 J l7 ~Ni Z~ J W ~•~V J Z e~~V JH CHANDLER & ASSOCIATES
DOMESTIC ~ U~ ) V W~WZ ~A¢~a Q ~ ,0 y~ O o . 7621 PURFURY RD. STE.201
v, ~ O Q Q CASTING a • Q .e s• :d .o ~ • • J ~ P~1W gW =A J • FUQUAY-VARINA, NC 27526
o ..•'.a- Q ~Q¢ J~J2f WgOAN~ A ~1a7 919-552-4845
~ TOP VIEW PAVEMENT UAW QO~OC ~XZO.Z-+~U ,.,..;W O JA W~ a~2 SS1-O F-QQ2QU Nt- ~ I p~qW CONTACT: JOHN CHANDLER
~ F- Q 1 O F- N to W l~ Vl y~ Q W d d EMAIL: [e-mail]
~s..i.•?~: VALVE BOX COVER '`''~•:a: W LANDSCAPE ARCHITECT
N - O r . W J W J. ~ o O W ~ a A W ~J,, a a' tU J U a : fn p a a ELAM, TODD, d'AMBROSI
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~ 3000 PSI SULID CONCRETE USE 5' DUCTILE IRON W U 1- _ 2880 SLATER ROAD. STE. 200 L.A.
SHALL BE USED AS FOOTING FOR PIPE FOR EXTENSIONS vB~X E ~ • y H o N3 a Wa~W ~W O ~ O N l70 pq ~J3q J\ ~ MORRISVILLE, NC. 27560
DUCTILE IRON PIPE. 1 W F- O F- H 1~- W Z a W Z Q `i IW- W ~ 1- 919-481-2021 z CONTACT: MICHAEL LEIGH
EMAIL: [e-mail]
VALVE TAMPED ~ Z + z z ~ ~~a a ca=~= oa ° v,aa ° a w ~ ° z~ F' ~
FLANGE BACKFILL • ~ ' ~ ~ w ra ~ W A~ A a w3 ~o J _t
M.J. FITTING o A Q J O W ~ ~ ~ LL.
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SHALL BE SCREW- WATER ALV O , ; ~N a~ z~ 0 3 N¢ W as \ O ~ ~ J F- Y~ ~ J w W Fes- A~ V
TYPE ADJUSTABLE o o a •d J 0 LJ Psi O p D~ 0 t,,~ ~ ~ ~ j p~q ~ 3 O Drawn By., JJ PP: SH
MAIN ° ~ (U Checked By: SN PM: SN
5~ TAMPED ~ ; , • ~ ~ Z Qa aN UA~ J A ~ Q A~ fW/1°~SPJD
TAPPING SLEEVE s ~i2'-s 5~s BACKFILL~~. ' o . ~ O J O Y O ~,A pp j A A A~ U o W H Z • F- \ Date: 2/01/06 SM: SN
l7 4 1-- Z~ pq ~ Z W Q g ~ Q W Q W~~ J ~ N ar~W Ud ~Q ~VF- A a ~..PA Proj#: 2502011
~ ~ SIDE VIEW NOTES VALVE BOX NOT TO ~ W Z V Vl Q U E F- a- A~ W la7 a ~ Q
CONTACT WATER MAIN I- NDR VALVE. ~ ! ~ a Q i- W Q Q ~ O~ ~ H ~ ~ • e A • • O • ~ ~ • y Revisions
R~ l~L TRAFFIC CASTINGS MUST W 3 ~ Q.F-NNQNN UtOl7~N W 6/15/07 LAYOUT REVISION
~ NOTESs STANDARD VALVE BOX ~ CLASS 35 OR GREATER.
1. CONCRETE SHALL NOT CONTACT BOTTOM SECTION ~ N a
BOLTS OR ENDS OF MECHANICAL ~ ~ ~
JOINT FITTINGS. CITY OF RALEIGH CITY OF RALEIGH Z ~ ~ CITY OF RALEIGH
2. SEE STANDARD REACTION BLOCK CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES DEPAR 6 7/8'-8' DEPARTMENT OF PUBLIC UTILITIES ~ ; ~ DEPARTMENT OF PUBLIC UTILITIES
TABLES, W-10 AND W-11 FOR DEPARTMENT OF PUBLIC UTILITIES
AREA OF CONCRETE REQUIRED. 4" - 24" STANDARD TAPPING 6 ~ SLEEVE AND VALVE ASSEMBLY ~ g~ o DWG. N0. REVISIONS DATE REVISIONS DATE l0 1 s w _ 14 n.w.c. VALVE BOX INSTALLATION STA ~ g~8'-e i~~' AND EXTENSION DETAIL R l0 1i4•-11• DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS STANDARD WATER AIR ~ TEMPORARY WATER MAIN
RELEASE VALVE BLEW OFF ASSEMBLY
]NS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DATE
7-14-sz ~z-3~-9~ W _ 19 D.w,c. ~z-zs-~
W-17 Y.r.a. a-~~-9 RRH 3-31-0 W-18 3-1-87 RRH 6-7-00 RRH 3-31-00
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+ J \ A ~ ~ OV~Z 00~ ~ F-N ~ PA ~ 1- 1- fn ~ VI ~ (n r., V1 V ROBBINS
A xW d'LL~a ~~03 ~ ~ S 1/4' & ASSOCIATES
pWq If f N MyZd INTERNATIONAL
~ ~ . ~ ~ G • .'•`•'~~'i~~'~;,s N 0 O t/1 2 W pq a N X • = . ' :bid. Y~,~~i~' ~ ~ ~ (%y Y f/1 3 p •I M~ ~Q~a J J~ OW PU H 20 1/8' GOLF COURSE DESIGN * MASTER PI.ANNIO CONSTRUCTION MANAGEMENT
ti SECTION C-C 2880 SLATER ROAD, SUITE 200
O W Q ~ GD ~ ~ ~ A Y Z MORRISVILLE, NORTH CAROLINA 27560
/ ~ W ~ p Q' fx1 ~ -J ~ a f~ y J Fa- 1W- O ~ ~ Vy SA OFFICE 919.481.2021
W~ ~ =Q~~ 33a o= a ~ 3 W W ~ FAX [phone]
MINIMUM AVERAGE EMAIL eO ar?,, Jr etdpa. com
~ ~ ~W ~ ~ W L`J~3Q W~-W AL`J N ~ ~ a 3 Q W J Q WEIGHT
x~ ~ W 3v~NA o 3a~ay ?~W- ~ ?Q+ ~
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x vv ~ ~>l7 WJ Od ~ W W ~o el J 1 ~QOVJ~~~ f ~ ~ W Q W Q~ ~ ~ ~ ~ ~ A W W Z ~ COVER 20 LBS,
o c.> J d F- Z Q pp ~ D ~ ~ W~ W Wfn F- 3
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CITY OF RALEIGH o CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH DETAILS
DEPARTMENT OF PUBLIC UTILITIES ~ DEPARTMENT OF PUBLIC UTILITIES DEPA STANDARD 3/4" & 1" SINGLE FANI WATER SERVICE INSTALLATION ~?cKF~ov DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DEPARTMENT OF PUBLIC UTILITIES 5 3/4' ---I 5 3/4' DEPARTMENT OF PUBLIC UTILITIES
PERMANENT WATER MAIN .E FAMILY, RESIDENTAL, NEW C~ISTRUCTION, 17 1 ~ 4 ~ WATER METER BOX D E T A I L -LOV PREVENTION/ METER ASSEMBLY INSTALLATION '.L
BLOW OFF ASSEMBLY
DWG. N0. REVISIONS DATE REVISIONS DATE ONS DATE REVISIONS DATE SECTION A-A DWG. N0. REVISIONS DATE REVISIONS DATE DATE
n_W.r. i~-zs-99 ~ , 7_-1-87 D.W.C. 11-3-9 _ ~ a Y.C.A. -23-9 W 3-i'8~ RRH 3-31- 3-31-00 CLIENT
w-~u ~ ~ W ~ 1 Y.C.A, -26-9 RRH - - ~ I ~ I Y.C.A ~2-~1'y~ I I I ~ ~ t~.w.~.,. ~ tt .s 7~ 1 DO ALLEN HOMES
812 MORREFIELD PK. DR. STE.812
RICHMOND, VA 23236
804-323-1362
BRASS NIPPLE FORD BRASS SPECS. CONTACT: DICK PATON
3/4' OR 1' x 3"CTYPICAL) E E BRASS PLUG :VEN NUMBERED ADDRESS MINIMUM VAULT SIZE pESCRIPTION MODEL/SPEC.NO. EMAIL: [e-mail]
3600 3604 <INSIDE DIMENSIONS) COPPERSETTER (5/8'x3/4') VHH72-12W-41-33G
4' 4' 9' x 7' 2' COPPERSETTER C1') VHH74-12W-41-44G ENGINEER
6" 5' 0' x 8' 2" COPPERSETTER (2') VBB77-15HB-11-77-24 ELAM, TODD, d'AMBROSI
8" 5' 2' x 9' 7' 2880 SLATER RD. STE.200
BALLCORP CORPORATION STOPS <3/4") FB1000-3G BALLCORP CORPORATION STOPS <1'> FB1000-4G MORRISVILLE, NC 27560
BRASS NIPPLE E "F'x 12' E D C B A 10' S' S' x 11' 6' 919-481-2021
DOUBLE STRAP BRASS SADDLES STYLE 202B CONTACT: SAM NYE EMAIL: [e-mail]
NOTE
TAPS MADE ON EXISTING PVC SHALL R PACK JOINT 'Y' Y44-243G SURVEYOR
BE MADE USING A TAPPING SADDLE. APPROPRIATE BACKFLOW JH CHANDLER & ASSOCIATES
TAPS MADE ON DUCTILE IRAN CAN BE PREVENTION 7621 PURFURY RD. STE.201
EITHER DIRECT OR WITH A TAPPING ASSEMBLY FUQUAY-VARINA, NC 27526
SADDLE. 0 DOMESTIC LINE LINE 919-552-4845
STREET OR PARKING LOT EDGE CONTACT: JOHN CHANDLER
METER APPROPRIATE FIRE LINE <ABOVE GROUND ONLY> EMAIL: [e-mail]
ER MAIN ASSEMBLY BACKFLOW PRE. ASSEM. 3°~
V BRASS NIPPLE WATER o 'F'x 6'<TYPICAL> FIRE LINE LANDSCAPE ARCHITECT
MAIN FACE OF CURB , 1/4" / FI'. 2N 13.6/0 ELAM, TODD, d'AMBROSI
's CURB STOP SIZE 'F' ~ INSTALLED IN A VALVE BOX ~n~~~r. 2880 SLATER ROAD. STE. 200
MORRISVILLE, NC. 27560
WATER STREET OR PARKING LOT EDGE METER IRRIGATION LIN ASSEMBLY V LINE FIRE DEPARTMENT CON- NECTIDN IF APPLICABLE ~wST. oR 919-481-2021
PROPOSED CONTACT: MICHAEL LEIGH
SERVICE LINE TYPE MAIN REDUCED PRESURE EMAIL: [e-mail]
SIFT COPPER W ASSEMBLY
~ ~ CORPORATION COCK
CABOVE GROUND ONLY)
BRASS NIPPLE<MALLEABLE)
"F'x 6'(TYPICAL) g~ 1. SERVICE TAPS FOR 2" AND SMALLER DOMESTIC IESTIC SERVICES A. CURB & GUTTER SECTION
BRASS TEE(MALLEABLE> A B C D E MAY BE BY CORPORATIDN COCKS, LARGER SER REQUIRE A TEE AND GATE VALVE OR TAPPING ~ SERVICES WILL
D~$ 3/4' OR 1' x 'F"x "F'(TYPICAL> PPING SLEEVE AND DRIVEWAY TLfRNOUT GRADES
VALVE ASSEMBLY AND 90° BEND.
~I~ SIZE 'F'<LD.) NUMBER OF METERED
~ SERVICE TAP SIZE SEVICES ALLOWED 3601 3605 2. DOMESTIC SERVICE TAPS SHALL BE ALLOWED 6' OR LARGER FIRE LINES BEFORE THE BACKF ADD NUMBERED ADDRESS IWED ONLY ON Drawn Sy: JJ PP: SH
$ ~ FROM MAIN> 3/4" 1' 3ACKFLOW ASSEMBLY. Checked By: SN PM: SN
2' 9-16 5-8 ? D t
~ ~ 1 1/2' S-8 4 3. ONE DOMESTIC TAP PER FIRE LINE ON STREET fREET SIDE OF BACKFLOW. e' Date: 2/01 /06 Sit: SN
a lw 4 2 NOTESo r Pro' : 2502011
~ ~ ~ 3/4 2 N/A 1. EVEN NUMBER SHALL BE SET 1MBERED UNITS' METERS 4. FIRE LINE SHALL HAVE A FIRE HYDRANT OR B E SET TO BE READ AT ITS END TO FACILITATE FLUSHING WHEN N ]LEFT OR BLOW OFF ASSEMBLY s~E o~T~~ ~ dL A t
BEN NEEDED. EXPANSION JOINT PaoP. ~ ~?aTM P~v~a~T ASPH. E Revisions
SEE DETAIL FOR STANDARD ~T'~. 0.04 SLOPE ENT t 6/15 07 LAYOUT REVISION
WATER SERVICE INSTALLATION RIGHT TO LEF ~ 2. ODD NUMBERED BERED UNITS' METERS y
~ W-z2 SHALL BE SET E SET TO BE READ
LEFT TO RICH CITY OF RALEIGH 3. IF IRRIGATION RIGHT CITY OF RALEIGH PROP. 1~pNOLITHIC {CONC. MOUNTABLE MRON
DEPARTMENT ~F PUBLIC UTILITIES
ATI~N METER IS INCLUDED, CITY OF RALEIGH DEPA _ BE THE LAST DEPARTMENT OF PUBLIC UTILITIES FIRE, 11TH 1.5''
DEPARTMENT OF PUBLIC UTILITIES IT SHALL BE R E, D 0 M E S T I C & I R R I G A T I ~ N _ _ _ _ _ _ -EXISTING OR NEIN PAVEMENT _ _ _ _ _ _ ~.sN, wn~H ~.s° VERTICAL FA ' T I D N S SCHEMATIC 4l~" MINIMUM OR THICKNESS Of MATERIAL ABOVE THEN THE RA EONS DATE REVISIONS DATE ~ ~ ~E COURSE. :AL FACE, ME RADIUS
METER IN NUM ~ NUMBERING SEQUENCE. GANG METER ADDRESSING ~PTI~I SINGLE STORY BUILDING DwG. No. REVISIONS
TANDARD GANG METER ASSEMBL'(
DWG. N0. REVISIONS DATE REVISIONS DATE W-3O Y.C.A. 3-i-s~ n.w.c. i1-18-99 ROUNDABOUT CURB DETAIL
DWG. N0. REVISIONS DATE REVISIONS DATE g W_ 2 4 ETERED SERV. 8-17-81 Y.C.A. 2-31-91 2-31-9 RRH 3-31-00
~ _ W 1_1Q_QQ W-2S R - -
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•W U Z
Z pJW FINISHED GRADE
a U W p A tL
oZ Q o Z ~ o~W
N LL l7 Z y ]NC. TO BE 3000 PS SAW CUT AND REMOVE
H O 1 ~ Q4 WZ ~Z Q EEA.M, TODD, &AMBRUSI
LL QO ~ : Jam. a c~ ~G CONC. EXISTING PAVEMENT URBAN PLANNJNG LANDSCAPE ARCHITECTURE
U la. CIVIL ENGINEERAG • LAND USE CONSULTING
NEW ASPHALT TYPE I-2 -2
n ~ : EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
,yi~w..j..,:.i•i..:~• ::•i,~~A •i:•i.•:j..,: ,N,«.:j •i•i.~a', af.y..~•~.; .~.~,^J'•• +vl.•'i'.;:,N: .~.•s•~.'..4~.a•*•~.:t;'.i.•,~•~,,'.,Q;'.~.•~~~n.~•;a:'.~.~.t•~.'•.a'.A ;~!~+~~~..•t'•~ir.~?.~a~~ ~~.~a•!.~ ve e ROBBINS
A ,r • ,r ,r ~ c o o FINAL UNDISTURBED SOIL & ASSOCIATES
• ~ , ~ ; ••1• , ~ Q ~ • BACKFILL INTERNATIONAL
? r U ~ • ~ ' ' ~ ? Z ? ~ ?,,,:.r,,,~ 2• ~ °°o ° e BARE 1 1/8" DIA., 1'-4' • ' • - • ' ' ' GOLF COURSE DESIGN * MASTER P G
, , , W Q , ,.,.,sd 7 .rte N ' . • ~ • • . i~ • ~ ' ~ 'r,. 1 . . • ' ON CENTER ALONG CUT EXISTING , , '-0' CONSTRUCTION MANAGEvMW
? . • . ' • ' • ' ' •.'1. t M . , ~ A , ~ . PACTE i,_ , ~ 1~ 0~ SUBGRADE • ' 2880 SLATER ROAD, SUrrE 200 MORRISVILLE, NORTH CAROLINA 27560
• • Q O STONE TY P. • • EXPANSION JOINT , UNDISTURBED SOIL SA
v ' ` ' ` MATERIAL AND MASTIC ' ' OFFICE 919.481.2021
1 A LL, TAMPE ' . ~ ~ COMPACTED FILL ' ; ' FAX [phone]
A A _IFTS ~ ~ ' ~ ~ , SEALANT, AS REQUIRED IN 6' LIFTS ~ . ' • ~ BY THE N.C.D.O.T. EMAIL [e-mail]
W W W Z a a l7 STANDARD SPECS, PIPE ,
M ~ W J W Q W Q A A / INITIAL ~
Z l~ Z W X W W p Z O H- ~ F- Z pQ pq ~ A BACKFILL
I- i- l,. V1 J t~ ~ LY ~ Q J J ~ t~ H Q ~ W 4. IY UNDISTURBED SOIL ~ ~ ~ ~ o ti i
J JJ ~ J WU ~ I- a F-- ~ l7 I~ Z I~ Z M REFER TO S-4 411111. so
~0 F- v0 ~L tp ~L ~ J W W W Z J W Ate, A~-+ - NOTES 8~ S-5 L
U U a a a a W O O l~. O F-+ ~ . O ZO ~ Z Q Z QZ o z O ~ n. a a M z ~ ~ a as SEE S-4 & S-5 1. The paveMent cut shall be defined by a straight edge d9e 00
preferably a Machine saw cut. FAY 10 IN cnl. 00 S
2. The trench subgrade Material shalt be backfilled
with suitable Material and coMpacted to a density #67 STONE MINIMUM SIDE e ~11111111111~
of at least 95% of that obtained by coMpacting a WHEN ROCK IS 6+ .D. OF PIP 6' CLEARANCE
. , . saMple of the Material In accordance with AASHTO T-99 as Modified by NCDOT. ENCOUNTERED 12' .D. OF PIP 12• MAXIMUM SIDE
3. The final 1' of fill shall consist of ABC CLEARANCE
? J U r?aterial coMpacted to a density equal to 100% NOTES=
1..• , of that obtained by cor?pacting a saMple of the 1. Trenches requiring shoring and bracing, diMensions shall be taken front the
t~ . • , • ~ r?aterial In accordance with AASHTO T-80 as inside face of the shoring and bracing. GROVE FRANKLIN PHASE I
~ • ~ •~••••••~•••••1 Modif led by NCDOT.
y 4. The entire thickness and vertical edge of cut shall be tacked. 2. No rocks or boulders 4' or larger to be used in initial backfill.
V/ ? ? ~ ? 5. The sable depth of paveMent material which exists 3. All backfill Material shalt be suitable native Material,
J ~ ~ U shall be re{nstatted, but In no case shall
Q a. z ee o a W of Raleigh standards for trenches and pipe bedding the asphalt be less than 2• thick. 4. Backf ill shall be taMped in 6" lifts in traffic areas, 12' in
W ~ - - A F- S-5) f Or additional detQils. 6. The asphalt paveMent Material shall be non-traf tic areas.
W O A Q. 1~.. ~ H Installed and coMpacted thoroughly to
~ QVeMe11 CU 5 o a a .cuts over 5`-0" in width shall be reinforced achieve a sMOOth level patch. I,T, standards. 7. Refer to City of Raleigh standards for 5. Achieve 80% compaction in non-traffic areas, and 95% coMpaction in traffic areas.
qti. 0 Si Z l~. Z O trenches and pipe bedcNng (S-4 & S-5>
In O Q M , CITY OF RALEIGH for addit~onat detains. Cj DEPARTMENT OF PUBLIC UTILITIES DEPARTMEN STANDARD CONCRETE STAN PAVEMENT PATCH DETAIL PAVEMEN CITY OF RALEIGH 6. If in easeMent 4' topsoil, and CITY OF RALEIGH DETAILS
V1 Z W W ~TMENT OF PUBLIC UTILITIES 12' clean select fill is required, DEPARTMENT OF PUBLIC UTILITIES
A W Z Z W
d A F-- TANDARD ASPHALT 7. No boulders 8' in diaMeter or TRENCH BOTTOM DIMENSIONS b~ BACKFI~LING
W ~ ~ ~ greater allowed. REQUIREMENTS FOR DUCTILE IRON M E N T PATCH DETAIL AND REINFORCED C~I~RETE PIPE.
O Z ? DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS D 3-1-87 D.W.C. 6-23-99 c• D.W.C. 11 DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE
'~-1-R7 RRN 3-30-00 11-1-99 _ c~ 3-1-87 RRH 3-30-00 CLIENT
-1 D,W.C 6-23-9 J ~ - - - - 3-30-00 - W.C. 9-3-99
DO ALLEN HOMES
ITV MANF~ES USE AN APPROVED BITlMINOUS 812 MORREFIELD PK.DR.STE.812
N A? BASE SEALANT THAT SFIALL BE APPLIED TO RICHMOND, ETA 23236 844-323-1362
FINISHED GRADE SEE C.O.R. STANDARD S-23 THE TOP OF THE CONE SECTION TO PROVIDE FOR MANh~E FRAME AND COVER A WATER TIGHT SEAL. CONTACT: DICK PATON
~ • Q ~ ~ ~ ~ ~ 0 ~ EMAIL: [e-mail]
o ,e. - -
, ~ o ,e ENGINEER
~ a . ~'.o ' d•'~(' ~l•. ~1'• '0 . , :4 ~ , ea. ' ~.4 , , . ELAM, TODD, d'AMBROSI
. . • , • o• . ~ 24' MAX o : ~ o o ~ ~ 2880 SLATER RD. STE.200
- .a . - o, . • MORRISVILLE, NC 27560
FINAL d .d'. e. ~ , . 919-481-2021
BACKFILL / CONTACT: SAM NYE
_ ~ ~•P.•° iu 4.e EMAIL: [e-mail]
0 i ~ ~ ° ECCENTRIC M.H. CONE MAY SURVEYOR
UNDISTURBED SOIL 4'•' !R,.', BE USED ON 8' 10' AND
0 - . , e . ~ 12' SEWER MAINS. JH CHANDLER & ASSOCIATES
~ - ~ y . s ~ 0 ~ MANHOLE CIE AND BPiRREI 7621 PURFURY RD. STE.201
o 'X' BA ~ o ' '4 0 e, , p0 DOpO o Oo I . ~ ~ SECTIONS SHALL BE AS PER FUQUAY-VARINA, NC 27526 919-552--4845
o ' 4• • • • • • • ~ . O y ~ • • ? • • • •N • • t I ' • ~ 1 ti ~ •~?•1 • 0 ~ ~ ~ ' a, ASTM. STANDARDS ~~,0 CONTACT: JOHN CHANDLER
f~ • • • T• • t? • ~ • O d • a ~ 4'-6' DIA, AS EMAIL: j [e-mail]
•1• Q 0 0 • • • 0 0 ~ '1i, ' a• ' • / 4 • ~ •1 0 1 • • 1.0~ ~•ew • 0 ~ 0 . • ~ • 1 • • ~ ~ ~ . • • • • • ~ 1 • . • e •s1 • • 1 ? ~ 'v REQUIRED .'v
o ~ INITIAL ~ : . 1 • •i ? •1 • • • • 1 • + . ~ ~ ~ ~ 0 , ~ • • • 1~ • • ? •1 1 • , 0 ~ , , • a' ~ LANDSCAPE ARCHITECT
BACKFILL w' •1 • , • • • ~ ~ I.11•• • • • 1 •I • • •y• • • 1 ~ 1 ~ 1 1•• • . . ~A . W . . / , 1 •1 a Q~ v d:e• ~ '0' RING SEAL ELAM, TODD, d'AMBROSI
~ ;e~ ~ #67 STONE : ~ ~ s: SPRING LINE ~ ?s~~~ . ~ • •t i• ? O M • . • ;t• • r. • ~ a ~ Y~ H ~ W a !i ~ > OR RAM-NECK 2880 SLATER ROAD. STE. 200
do. ~ • •1 • 1 • •M•• .y • • ? • • • • • • ? . 1 N .I ?~j • . • • • • on ~ ; 4 4• 'a. MORRISVILLE, NC. 27560
• HAUNCHING $ PIPE GRADE ~ ? / • • • ~ • •S t • ~ t• • 1 • _ • • • ~ 919-481-2021
o ENO a ~ s . . • t • • t / 1. • • . • • • • . •~1• 1 t o . ~ . w Q ~ • •''?1•~ o ~ , . , •a RUBBER BOOT CONTACT: MICHAEL LEIGH
4' BEDDING • . I i 001 • ?•N ?l~• • ~ • • • ? ~•N ?•y ~1 i`• 1 •••1~?1•••y•• 0 0 1.1 • ~ • •0•~•••••`•• •y ~ •0 0. 1~1•rI1•~ 0~ • w a •1 ; • •~M?? •N? ,~D ~ ' LATER INVERT SHALL NOT EMAIL: [e-mail]
• ib:. 'wi'S''::~~ r•',? • 1 •y• I • •b•r• • • • ~0•y• 1 I ~ t • I •1 • • • • • 0 0 ~e o0 op o 0 v) 0~ ~ a• ..s q s' 4 ~ ~ BE I.OHER THAN MAIN SPRING- ~ LINE. MANHOLE NEEDS TO HE
i • Q' ~ ~ 4 ? ~ ~ , ~ ' • ~ ~ ~ • ~ ABOVE 10 YEAR FLOOD PLAIN
3~ MIN, e ~ TAMP WELL UNDER MINIMUM SIDE CLEARANCE N N I • s, v, ~ AND VENT TO BE 1 'ABOVE ' ~ ~ ' • ~ i ~ ~ ~ ' ~ ~ E~' 100 YEAR FLOOD PLAIN.
g ~ BOTTOM HALF 6" O.D. OF PIPE 6` ~/CLEARANCE Y • . • ~ • ~ ~ • ~ b' • ~ ' . '4 ~ ~ ~ NHEN MANFIOLE TOPS ARE IN
~ ~ OF PIPE ~ P~~ ~ n ~ s• - 3G• F N E UIREMENTS ~ R N RCI Q EI ao EXCESS OF 3' ABOVE GRAS. 9' OUTSIDE STEPS MUST BE
REBAR SIZE 'X' BAR LENGTH '1I' BAR VEIGHT 'Y' BAR IENGTII '1f' BAR VEIGHT ~ RETIRED - N PROVIDED. SEE STANDARD
CIS 2'-2'? O.D. PIPE IA43 1.BS/FT i N 1.i IBS. EACH X-24, Y iZ Q ~W + QQ PIPE L'~E LBS/FT r-3' 1,9 LBS. EACH X,Z~, Y-IZ I ~ a SECTION A-A ~ S-28 FOR STEP NAIL. IN 4, NON TRAFFIC AREAS, TOP OF
~~S N6 3'-0' a FRAME F~ID COVER SHALL BE a! Z r INSTALLED A MIN. ~ 1' A~VE
D' TYPICAL TRENCH BOTTOM DIMENSIONS FOR ~ ~ o~ AR AND THRUST SCI~DI~.E THRUST COLL. ~ ~ u ° N o ~ o ~ FINIShED GROUND SURFACE.
i SDR 35 PVC GRAVITY PIPE La P~~ • 6• - ss• ~ NOTES= ,s~ ~ o~•os«- 1. For trenches requiring shoring and bracing, diMensions shall
i'-4' 1'•1' c~ 3' ~1' H ~ o ~ ~ ~ U ~ ~ • a • ~ • • P ~ • ~ SEE SEVER SIGN SECTII~J g~~ ~ Drawn By: JJ PP: SH
i'-8' 1'-9' 6' fO Z~ VN= o" M~ ~ ~ ~a J Checked Bar: S N PM: SN
~ ~ Q K ~ F Q ~ ~ $ p? °'a, A MIN. 9' COMPACTED •67 STONE Date: 2/01 /06 SM: SN
be taken front the inside face of the shoring and bracing. NOTES w ~ W BASE TO BE INSTALLED ~ ~ W ~ ~ Q ~ ' ~ ~ ~ ~ I UNDER NEW MAM~IOLE. Proj#: 2502011
~ ~ 2. No rocks or boulders 4` or larger to be used in initial backfill. 1. SEE STANDARD DET ~ 3, Atl backfill r~aterial shall be suitable native Material, z, CONCRETE SHALL B ~tD DETAIL S-7 FOR THRUST BLOCK LOCATIONS ~ r~•?-~~a'a~3 ~ ~ J AMI ~ F
0 PSI AND TRANSIT MIXED - SHALL BE 300 ~ ~ : ~ : IN NQd-TRAFFIC AREAS, T~ OF ~N~.. ~yW~ ~ JS~ h ~ ~ ` W ~ ~ FRAME AND COVER SHAD BE Revisions
4. Backfill shall be tar?ped in 6' lifts in traffic areas, 12' in a. REINFORCIt~i BARS H HALL BE DEF~2MED AND TIED TOGETHER• IG BARS S _ ~ ~ ~ ~ ~ii ~i ~ ~ ~ ~ ~ INSTALLED A MIN. ~ 1' ABOVE 6/15/07 LAYOUT REVISION
~ non-traffic areas. ~ ~i ai ~ vi ~ ' FINISFIED GROINrD SURFACE. .a
4. TRENCH BOTTOM VI AS SHOVN ON STA ~ CITY OF RALEIGH s. BACKFILL TAMPED~s DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL 6. THRUST COLLAR M TRENCH BOTTOM DIMENSIONS AND BACKFILLING NEEDED ON BOTH REQUIREMENTS FOR PVC GRAVITY SEWER MAIN EDGES OF COLLAR ~ ~ DWG. N0. REVISIONS DATE REVISIONS DATE OF TRUST BLOCK INSTALLATION SHALL BE THE MINIMUM WIDTH TTOM WIDTH IN VICINITY a ON STANDARD DETAIL S-4 ~ S-5. • p~, .j~. ~O.
' ~4~ ' CITY OF RALEIGH . e'.' • CITY OF RALEIGH
raMPED iN 6' LIFTS PER • ~ • . .o DETAIL S-4 8~ S-5. - RTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
t . LLAR MUST BE FACTORY ' • • : ~ r • D ~
_ , 4 BOTH SIDES ALONG BOTH o .o aRD THRUST BLACKING VIEWS STANDARD PRECAST SANITARY
R N MF RENCE, a A A O D IRCU E ~OLL R U C - e ~a. SEWER MANHOLE
- o , v, , Q ~ ~ ~ ~ ~ ~ ~ DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE
TO NOTES 3-1-87 D.W,C. -3-99 - - RRH - - S_20 ECG CIE, EXT BASE 8-17-81 Y.C.A. 12-31-92
g S - 5 7-2-g2 RRH -30-00 t 1 1 3-1-87 RRH 3-30-00
s
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X2007 by ETd, PA. No portion of the drmving~ may be
c n copied, reproduced, redrawn or modified without the written SHEET
consent of ETd, PA.
N
N CD-10
aN w o '0 N

~-T2 BARS AT 8' CTS- MANHOLE FRAME AND OVER
BILL OF MATERIAL FOR 4' MAi~LE
v BAR SIZE LENGTH ice. VT. LBS~ 1 ~~e, COVER 120 LBS. MINIMUM
m T2 #5 5'-6' 18 103 1~
o 1' O
~ ~ CL. 'A' CONCRETE TDTAL CU. YD l,oo0 1/4" 4r ELAM, TQDD, &AMBaOSI
~5/8 URBAN PLANNING LANDSCAPE ARCHITECT M
MAL iii4GM~EROG • LAND USE CONSULTING
1
---6'-0' O 0 4.00'
ROBBINS
REINFORCED CONC. FOOTING FOR 4'
4' PRECAST MANHOLE 23 1/2" & ASSOCIATES INTERNATIONAL
STANDARD 4` BRONZE CLEANOUT PLUG GOLF COURSE DESIGN * MASTER PLANNING
T 5~ CONSTRUCTION MANAG
2880 SLATER ROAD, SUrM 200
MORRISVILLE, NORTH CAROLINA 27560 SA
~-T1 BARS AT 8' CT8--I O ~ OMCE 919.481.2021
BAl OF MATERIAL FOR 4' MANFOLE O A FAX [phone]
#I ~ # v BAR SIZE LEI~iTH NQ VT. LBS. EMAIL etd@eWp&com
°D T1 #5 6'-6' 20 136
a CL. 'A' CONCRETE TOTAL CU. YDS 1,361 0~~ 2 7/8 ~ O O OOOO
N CA Ro
2 7~ IO A o $
SIDE Iwo -
1 PLAN ELEVATION -ow -Q _ ~S AL
25 1/4' SLIP RESISTANT CLEAT ow 0 " d 1 I `
IN Q`O~. 4
REII~a2CED CHIC. FOOTING FOR S' PRECAST MANHOLE r 23 3/4' At w.
fell%
7 1/2' O
22 1/4' 12~
~-T2 BARS AT 8' CTS--1 1'~
BILL OF MATERIAL FOR 4' MANFIOLE FRANKLIN GROVE
#I ~ # ~ BAR SIZE LENGTH NQ WT. LBS. U - ELEVATION ION
ao T2 #S 7'-6' 24 165 CLEANOUT FERRULE WITH PLUG PHASE I
a CL. 'A' CONCRETE TOTAL CU. YDS 1,778 -L4 .3~4~
33'
N FR LAGSHIELD ~"--8~-~~ x ALL BASES ARE MINIMUM 9' THICK IN ROADWA REINF~2CED CHIC. FOOTING FOR FRAME 182 LBS. 5/8'X3' LAGSHIE D IN H LE #3 OR #4 REBAR
DRILLED INTO CONE OR STYLES ACCEPTED=
HIELDS ONLY MAY BE USED OR RING WITH ANCHOR SUNK TO CORROSION RESISTANT MATERI ]ADWAY APPLICATI[]NS, DESIGN DEPTH, AND S/8'X3' RUBBER, PLASTIC 4TERIAL INVERTED NUT
HOT DIPPED GALVANIZED RAISED NUT
LAG BOLT AND WASHER.
s' PRECAST MANHOLE CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH DETAILS
CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES :s
~--Tl ~t T2 BAR- DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEP STANDARD MANHOLE OVER SECTION A - A STA MAN
STANDARD SLIP RESISTANT 4'~ CLEAN~UT PLUG
~ L ~ EXTENDED BASE OR CAST-IN-PLACE MANHOLE STEP DETAIL
I T-BAR ~ REINFORCED CONCRETE BASE ?IONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DATE
DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS 'RH 3-30-0 3-1-87 RRH 3-30 S - 3 4 D.W.C. 3-27-98 13-30-00 CLIENT
S-21 3-i-87 3-1-87 3-1-87 S_28 RRH S-25 „ T~„ A T T T.1 AT TSl11IL10
RRFI 3-30-00 ~ I I KKI'7 13 3U VU ~ ~ L ' ' uv tib.,bn nvmno
812 MORREFIELD PK.DR.STE.812
A EARTH BERM Z RICHMOND, VA 23236
A DITCH BLOCK ~ y ~ 804-323--1362 CONTACT: DICK PATON
< FUTWIE E.O.P. DITCH BLOCK FUTURE E.O.P. Qa - a EMAIL: [e-mail]
~°Ct~v i i
p ~1 ~ ~ 6' MIN. 4' MIN. H Z = y 2' MIN. 2' MIN- • COMPACTED EARTH O O a = Z ~ N 1 ENGINEER
= p ~ m su~w LOCATION 9UMP LOCATION N PIPE "T" 8ECTION W a ~ ~ Z ~ INSTALL MINIMUM ONE FULL JOINT D.I.P H V O p I, FROM MJ x A~J TEE PRIOR TO TRANSITI ~ = F- Z ~ i TO PVC OR OTHER MATERWL ~N~~nr,°sinoN ~ wwow??~s s~uu. eE r~ou~o FoR ELAM, TODD, d'AMBROSI
_ ~ O O -C -C ~r~iNC wNUS a~a 30" Ica i 2880 SLATER RD. STE.200
ZM~~-~1 A H ~ NHLL~W ~-~/s• our sr~ wwoa~. tu~oaa~ e~ cROU~o MORRISVILLE, NC 27560
11 ~~N~ Z ; I - 42~ t~GH Ri S1EEL SLEEVE 919-481-2021
TEMP. SLOPE DRAIN d ~ ~ 8` MIN. LOW PERI~/~BL.E S~ KtY5TONE CAP UNtf CONTACT: SAM NYE
~ O ~ TEMP. EARTH SHOULDER BER11 TEMP. SLOPE DRAIN TEMP. EARTH SHOULDER BERM EMAIL: [e-mail]
Z , I _ / - I KEYSTONE CUMPAiC
CLASS "8" 8TONE FOR a ~ ER0.RION CONTIIOL a CLA88 "B" STONE FOR 0 o EROSION CONTROL i GOAAPACTEO _ - - - - W UNIT SURVEYOR
INLET PROTECTION INLET PROTECTION a~o`~" vo~ i BACKfILL - a ~ NF JH CHANDLER & ASSOCIATES
OPTION ~1 ~a OPTION #2 A ` ~s AN V~ ~ - pUCi1LE IRON PIPE ~1 AND MJ FI1TtNG5 ~ ~ r 4 ~ 7621 PURFURY RD. STE.201
MINIMUM 2" DEPTH SURFACE COURSE OR CLASS "B" STONE. m I t ~ ' ? ~S UNT ORANJA~GE FlLL FUQUAY-VARINA, NC 27526
~ ~ EApTH BEpM USE A8 DIRECTED BY THE ENGINEER. C m DITCH BLOgC FUTURE PAVEMENT 1~1 Z ANCFIOR STAKES I ~4-3/4" ALL _N i `RETAINED SOILl `ROCK OR STIONE) F~17HREA0 RODS , 919-552-4845
1 i ` ~ 8 CONTACT: JOHN CHANDLER EMAIL: [e-mail]
~ ~ TEMP. EARTH SHOULDER BERM AI H TEMP. SMOULDER „ ELBOW ~ ~ j ~ ' - i l s,~~F9 M ~ ~ i - I~ I i
fv ~ BERM DIT H 1 Z ~7I 2 --.r.~.~,~. - - - - MIN. EXPEND DRAIN A$ REQUIRED TO EARTH '3ERM DITCH BLOCK a v O COINCIDE KITH HEIQHT OF FUTURE E.O.P i Gw0 LENGiH FINISHED GRADE LANDSCAPE ARCHITECT
~ - ~ 1 ~ : ~ _ ~ FINISHED EIBAlNQIENT ~ UNDISTURBED EARTH UMW i OF EXCAVAl10N ELAM, TODD, d'AMBROSI
r ~ ~ .r ~ ~ TEMP. E/lRTH SHOULDER BERM I~~ i 4" PERFORATED PvC 2880 SLATER ROAD. STE. 200
' ` \ ~ ~ . MIN. 1.--- 10 MAX. ~ ~ D NATURAL OROUI~ LINE ' - - ~ ~ ~ ~ E~~ ~ ~p LOC~t1oN o ~ W i , . _ , • -I DRAMrAGE TILE MORRISVILLE, NC. 27560
~i '0 ~ ~ EARTH BERM DITCH BLOgC TEMPORARY SLOPE DRAIN FILL ~ € d' I ° + . ~`_C ~'x' - CONCRETE THRUST BLOCK I (IF REWIRED) 919-481--2021
RI "0 D TEMP. SHOULDER BERM DITCH ~ ~ ~ I ANCHOR STAKE Tip , SM10111-DER 0 (~t-5 MIN. MATERIAL G ~ J ~ CON a UNREI~IFORCEO CONCREtE CONTACT: MICHAEL LEIGH
0 ~ STAQE BUILDUP OF FILL ~ -.I ~EL80W DI7CN f- y I I i--i COMPACTED PfP ToE s t~ z ~ PRECAST CONCRECE MANHO J W ~ j WITH O~UTSlDE DROP CONNE Zo TED PfPE BEDDING MATERIAL ~ FOUNQA7I~R'S01 ~ ~ ~S~ LEVELING PAD EMAIL: [e-mail]
~NHOLE
T L H NO E' TOE OF FIL Z Z ANCHOR STAKE8 SO° LONG NNECTI~N
AND 8ET MINII~JM 12" DEEP. 0 ~ ~ CLA$8 "B" STONE OR SILT SHOULDER N.T.S.
N ~ m O BA82N TYPE B. SEE NOTES. POINT
S~ ~ ~ TEMPORARY 8LOPE DRAIN Tara. EARTH 8HOULDER BERM S,~ SECTION A-A
~ o NOTES: I80NIETRIC VIEW n ~ 1. OPEN E1~ PIPE WITH MINIMRIII SETBACK A1~ PROPER COMPACTION IS AN ACCEPTABLE INLET TREATMENT 1. INSTN.I~ITION TO BE COMPLETED MI I{CCOROYINCE MATH MANUFACTURER'S SPEGFlCA?IONS. 2. DO NOT SCALE DRAMNNGS.
D~4 Fit ST/IQED CONSTRUCTION MIHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS. ~p 2. WHEN A LONG DELAY I8 EXPECTED BETWEEN FINAL GRADE AND PLACEMENT OF A PERWWENT DRAINAGE 8Y~{TEM 3. IT ~ RECOM111ENOED 1FIAT A QI~WFlED HYOROLOGIG1l EVALUATE WANE, I(~ /VC710N, fREEZE/TF~Y1W. /WD SCOURMIG EFFECTS FOR SPEt~~IC StIE DESIGN NEEDS. IN ADDITION. t~NTIGIL
Z ~ PROTECT THE INLET BY PLACINQ A TEE 8ECTION ON THE INLET ANDlOR BY LINING a THE INLET MEA WITH CLASS B STONE OR ASPHALT CONCRETE PLANT NIX AS DIRECTED BY THE ENOINEEN. APPLICATIONS W1Y REQUIRE EROSI01~1 RESISTANT f00TING OE'SI~1 MD/OR RP RAP PROTECTION.
3. PLACE THE INLET FOR SIN~iLE DIRECTION FLO1N IN A SUMP. 4. COLOR OF WALL MATERUL TO MATCH E)(TERIOR COLOR OF TOMIWIOMES.
~ ET 1 OF 1 4. lJ8E CI.A88 B STONE FOR ER08ION CONTROL AT OUTLET LOCATIONS SUBJECT TO S(~URINQ. ~ ~ ~ ~~A . O ~ SILT BA8IN TYPE B MAY AL80 BE UTILIZED TO CONTAIN SEDIMENT. SHEET 1 OF 1 TYPICAL REINFORCED WALL SECTION Drawn By: JJ PP: SH
L 1622.01 COMPAC UNR - 1' SETBACK Checked By: SN PM: SN
~'Z •2/01 06 SW SN Date.
a~ CONCRETE ~f'RANKLIN C M f SPECIFlCATI r RE7E POST PER KLIN COUNTY Proj#: 2502011
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