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Home My WebLink About20020740 Ver 1_Site Plan_20020603,f . - _ - _ - f I _ - - l ~ ~ AGL-4-Iql-'43Q-0~ ~ - ~'I - - , . , 1 - I I Z~ - - ' , ~ ~ ~ o _ ~ s.~'r y I I a,~ I _ 5 ~ ~ - ~~p,~ FIRST TRACT ~T TRAGT ' ~ N - - ,~y ' ~.I ~ - ~ = -'i ' - 16•p0~,~ I DB 31g4, P6 46 Iq4, P6 46 - _ ~ ~I n AGL-4-ICI-43q-0 Haub ~ I -ICI-43q-Oq - i ~ - ~ I o g3~ ~ - ~ A3'10' . ~ OLD LOT LINE Tlti 0~ 5 ~5 Op 1~ / ~ ( ' - ~ , ~ i ~ I TO BE REMOVED 22852' ~ 5 6'1.15'04' E ~ . 16' ~ ~ ` ~ _ d~ j 1 / I ~ ( ~ N 6'1.0'110 E N bl'0l'10' E ~ i ~ l ~N a3 1455'1' ~ -.3 6'i'19~1'2 _ ~ 133.24' I 1 ~ ~ 5 8l°02'22" E AGL-4 ~ ~ ,a,-= ~ yi ~ , O~P.ES. I LOT L11~ \ RIP I I I \ ~ ~ U ~ f I ~ ~ (TIE ONLY) G -qnP / 1 N ~ I s ~ ~ I 8 L ~ n ,~s I I f _ ~j~D ~ pgR \ ' I $ 1 ~ \ ~ ~ I ~0 , 1 'A ~ ~ ly I ' q~.' 1 1 y W ~ ~ / ~ 35~ ~ I I IPAD • ~ ~ I j ~ hben' ~ ' i ~ PAD • I - '1 - .1 i ~ nlv' I i I _ - 1, - 1~-i~~u' I i 1s~ / -r) - ~ 1 1 I / I I 1 ~ _ I I _ 1 ~iE ~ IN 15 ~ i , , ~.f- r r / k , ~ Q / / I I f / , 1 ~ - ~ I l , 1 15~ I I 50~ I ~ I l I ~ I ~ 1 I A v i/ ` ;I ` ~ ~ I 35 15' 1 ~ / ~ "A - ~ ~R I 1 I ,r ~ ~ ql _ i 1 , - ~4 ~ 1 \ \ oa , ~ PAD \ I AREA: ' _ GOMMON 1 \ ~7A~ \ Pw • I - y = ~ I I I I ~ Irv. 1 - -'1 L I I I I ( ~ v ~ - - rwvoT 1655 LF. / I I I ~ I I I \ 1.53'1 AGRESt " - \ _ ' I-' ~ ` iwa I N I I I I f / I ~ ~ , ss rra~J six rt~rcr v - ~ I I I I I " ~ ~ i I I I I I I I I ~ nw ~ u~ ~i AST - \ \ - j- - I ' ry JOHN W. HAYNES ~ ~ l i I I I I I ~ I I - ~ ~ m- u. _y-- _ I I I , I I I ~ ` - ~ I I I 1~ TO BE DEDICATED AS I ~ I I I I I I I I ~ / p i~DIG~'T~b AS Df~ll~l GE Y ~ ~ v i Q ' ~ DB 2805, P6 37 'E Y ~ S \ ~ n ~ - - - I \ \ 1 - I I I I I DRAINAGEWAY N PAGE ~ I I I I ~ ~ OPE s , I I I I I I I sn ~ I ~ ~ i I I F e 4.512 AGRESt / ~ - \ ~ ~ \ - ~Q Q AGL-4-Iq1-43q-45 ''~a QO \ I ~ q5 ` z w ~ ~ I I i l I / I ~ 1 ~ _ ~ ~ ~ - ~ ~ I I / ~ I / / I . _-eo ~ ~ PAD. I I z _.ryo \ \ ~ ~ «II \ PAD • I N ~ - i 76~0~ I - ~ -i, ' I r ' I - - - I y I / I ~ , I r r , irr~~ - , ~ 3ia.b , ti I I r I I / ~ I I , - ` ~ v ` `v - ~ 1 'p\ n II 1 r I r l - 33 I ~ t ~ I r I I I i opt I I 11 / I ~ - N'15 ( I r r / I r l/ m / ~ I r I 1 / ~ I x I I ! ~ r 1 I ~ ~ ENVNw.Lincvor~ ~ - - l r I I I l - ~ \ ~ i ~ I I I ~ ~ ~ \ ~ 6 ~ I r I r r r r r r ~ I I z ---~ro.«e3eser~~ ~ __.r_ i I r r ! r l 1 & I_ ~ rsEE ~rAIU i ~ l ~ ~ ~ ~ - - , I r / r~ l r r rl ~ ~ l ~ ~ ~v v A `v `v ~ a ~5v I 1 I v ~ ~ ~ v ~ v v ~ ~ ` ~ RIP-RAP ~ ~ ~ ~ l l l ' I r l I I I I ~ 1 ~ ~ / Leo-~ ~ I l I ~ t I I ~ ~ l r r I ~ w ' ~ i ` \ ~ \ .APRON +n _ , \ w . ~ \ \ ~ r ~ r j I t I ~ G RIP-RnP \ y ~ I ~ l l ! f r I i I \ ~ I 1 BUFFER ~ ~ ~ nPrta+ ~ ~ M1 ~ ~ / - - - - _ l r r/ r, j r I v ~ 1 z , / / \ ` ~ ' ~ z ~ \ 1 ~ cb v v v ~ v ~ R1r~RAP Q ~ v t- / / I l I l I 1 ~ r ~ I I / V I ~ ~y / / ~ - 1 l I I I I I s. / r I , I r r l I I ~ I ~ ~ - - I l~ I r ~ I ~ ~ i l ~ ~ I ~ r I~ ~ ~ I - ~5 ~5 ~ ~ . ~ ~ ` v ~ ' ~ ' Rca I v v ~ ` v - I l , l l, l I C I r / ~ j / ~ ~ l~~ ~ l I ~ ~ ~ ENV. .7saso~ lav. 75654 \ ` ~ ~ ~ fn i - ~ v ~ ~ ~ A \ ~i ~ 1 ~ v ~ v v ~ Z I II ~I i r , l / , r r I I / ~ ~ / / ~ ~ ~ / ~ ~ ° a - \ ~Cv v A ~ ~i ~ ~ ~ v ~ ~ PAD • - - ~ \ \ ~~T~FAM ~ ~ _ ~i i EI - 1 ~ \ ~ 0 W ~ xx.. I I l l, l r l l l l l i l / i ~ s. / ~ P i iee ~ I r / ~ /0 / ~ I l ~ I t / / i ' \ ~ lL - ~ \ ~ \ ~ F- - ~ \ \ -f-~, ,1' ~ \ Q I ~ ~ / / l r ~ I r I I / l l i/ ~ ~i / - v - I I 1 / / / I / I ~ _ e ~ p, ~ \ 1 Z 0.V I ~V v v ~ ~ v v I Z Z I ~ / ~ - I I / i / / - 1I I, l I r l ~ ~ ~ i 1, ~ 51' 1 I I I ~ ~ , / ~ ~ / ~ ~ ~ ~ ~ R - -77?A' ~ \ N' ~ - ~ ~ ~ 1 ~ 9 \ ~ Z 1I I ~ ~ / ? i i i ~ / / ~ ~ ` ~ ` ~ ` ` ~ '1 AGRESt 1 ~ ' - dJ I ~ ~ i i ~ ~ ~ ~ / , l - ~ i / / I ~ / / / ~ ~ ~ I h / ~ / r / / / I I i / ~ I ~ / , ~ / ~ „4. ~ ~ N ! ~ HAZEL W. WYRIGK ~ Q - ~ ~ rµ ~ , - / RI -ww _ 1 n W - 0 I/ l~ ~ ~ l/ ~ l I L, ~ ~ i / I I ~ l / ~ Pnv l ~i ~ ~ / l / / ~ I , / i ra.~ I / / / ~ / ~ I I I , / ~ , \ ~ S7D ~ FF~:~a_, _ ~ DB 273G, P6 258 m i r f i / / ~ / / / h ,V l / / h° / ~ I I I( I v r l r i /N ' i ~ ~ I I ~ I / l , i ~ ~ rya ~ ~ ~D • ~ - ~ - - _ z ~ \ ~ - - - ~ - - I~ AGL-4-iq1-43q-44 rV Q - I~ A 1 I f ~ / ~ ~^~'p~ ~ I l , l / i v v ~ v ~ v _ I I 1 1 1 1 I~~ I I ~ ~ ~ r I I ~ I / 4 I ~ I ~ / I I I I I I III I I r ~ li I ~ ~+•II, / I r r / / /v ~ v ~ ~ ~ W \ \ ~ ~J _ I I I I I / i i i i ~ / / I I I I / ~ /v~• i 1 1 I I r/ i / i i I / ~ I 1 I r ~ ~a ~ \ 8 ~ - ~ ~ ,III ~ ~ I ~ ~ I I ' ~ / / ~ ~ ~ ~ r / ~ ~ / / I I I I I / / ~ ~ / / I , , , , ~ I . .I I / r l r r ~ l ~ r~ I I I I I r/ 4q, ~I l I 'I ~l - ~ ~ / / / I I I / / r I - ~ 1 ~ I ~l I ~ ~ ~ / 1 I / ~ ~ I I 1, Ir l ~ ,I I I I , , / ~ / , ~ / ~ I 1 I / / Pw I l•~ r r~ l l l ~ ~ h~ , ~ 1 1 I I iwd 1 / ~ ~ / / I I 1 l l~ / ~ ~ ~ vw.- I I i ~ V ~ ~ V PAD ~ _ - I `F r , /i~ i~~ ~ ~ ~ ~ 1 iaa Rio I I I~ ~V ~ I ~ I / I / ,i / / I I > > ~ ~ / / 48 , ~ _ - i ~i / l l r l I I v ~I ~.Sa~ / N ~ , I ~ ~ ~ ' ~ o ~ - ~s \ ~ m ~ / I . 43 I ti ~ , I r ~ 1 ~ ~ ~ ~r~~ 3~, s. / , ~ / 1 / / - - I 1 r ~ Iv v ~ ~ ~ l5• 3g, / ~ ) I I / / I ~ 1 ~ ~ / 1 ~ • \ ~ \ q8 I III fl1 7eoa . ~ GA h ~ / I ~ ~ _ P~ \ ~ / ~ v / t ~ I wP~va I r ~ _ nla ,waa+ 1 ~ I / ~ ~ ~ ~ ~ 1 > > 241 , , I / ma _ ~ t~ 19~'•. ~ 2 1 r ~ 4 ~ 61w / 1 r i I I ~ ~ ~ I \ ~ ~ •4 / SEAL 57D. 2 \ \ i ~ . • _ ~ ~ rya ~ ~ , I r ~ ~ I ~ r i r I m. QQ ~ ~ ~a98a ; ~ I-- - 1 ~ I ~ ~ / ~ I ~ i v~ ~ / I i vin . I I / / i 1'NC ~ I (X ~ ~ 1 l ~l ~i~ 1 \ , trsa~ / I ~ (L ~ / ~ / p~ • I ~ I Z / ~ ~a l ~ ~ I I / i I ~ ~ - - I if ? "~i ~ ~ i I ff / ~ / I I I I I .,pb ~ ~ j I / ~ ~ / m .poi I r ! / / / ~ D / / ~ ~ / C% ~ ~ ~ i ~ - rt r / ' I ~ 1 !1 I Q / ~e 4~ ~ ~ I 1 ~ ~ /I / / ~ BE551E MAE WYRIGK / ~ I/ ~ ~ I r / J f~l ?fnNOS / / o,~ ~ I I I~ , 1 I I n \ (L (L / ,Q ~ ~ ~ ~ 1, I r / I / ~ I~ D8 280 823 ~ ~ r 1 ~ I 1 I I l I o~ / / / / - 1 ~ l 1 ~ y - I / / / / 100 AGL-4-ICI-43~~-15 3 ~ , / - / ~ I 1 ~ / 0, 1 ~ ry ~ 5 R I I I ~ •54 ~ ~ / ~ / 1 ~ _ _ 3a ~ e~, ~ I I I r Q I ~ ~ - ~ I ~ ~ / I 1 / ~ _ _ ~ BOO 1 SSMH ~IIS •JQ'I ~ > ~ 1 I I I I I - ~ ( , ~ PAD • A ~I 7D~9 7e4a E" I 1 1 I 1 I I ---f----~ L ~ ~ / ~ \ , ~,e • I I vac / ~ ~ ANN I ~ WATL I N6TON HAYS ~ i - , , ~ ~ ~ I I ~/I , 3 ~ 1 z 231 I , ~ LOT 6 PB ~Q, P6 r / ~ ~ i ~ ~I rNi. rw• 3~ I r , , ~ ~ ~ ~ / ~ ~ ~1 I I n4,~ I I vw • I ~ ieoa 33 ~ I I - - N PART DB 1728, P6 400 ~ l / , ~ ~ I , / i , and I ~ ~ ~ AGL-4-ICI-460-24 W ~ / / / ~ / ~ ~ ~ ' I 6 i ~ 34 r I . ~ . \ - _ U \ PAD • ~ \ ~ 7045' I-~ ~ z ~ If ' r / / \ ~ I ~ 1 I I r l l / / 1 ~ L ~ i ~ o I ~ I r r r / l ~ ~ ~ \ 1 r ~ ~ \ ~ ~Q2 N a 30 ~ ~ x z 21 Oo I I~ , ~ o 1 IW I r i r . \ \ • / ~ i o~ W ~ ~ 1 ( ~ v v ~ Q ~II I I I ~ l l ~ I \ ~ I I I ~ ~ / \ / m ml I I ~ \ ~ ~ \ \ \ ~ \ t - 'i \ - _ wU a NOTE: b ~ \ ~ \ . \ / . ~ \ \ \ \ \ i I ~ - T - - ~ - ~ J05EPH E. ALLEN IV ~ a ~ \ / ~ I-~ ~ E'' TOP501L TO BE PLACED IN FILL SLOPES I I ~ \ \ ~ ~ \ ~ ~ ~ i ~ ~ \ \ \ \ ~ \ _ - AND NON-STRUCTURAL AREAS. NO STOCK I I 1 ` ~ ~ ~ ~ \ - - - I I I ~ ~ \ \ \ \ 1 x z~ ~ ~ 'I 1 LINDA M. ALLEN ~ 1 MII ~ PILE AREAS ARE PROP05ED. \ ~ ~ ~ ~ ~ \ ~ _ _ _ _ _ , I ~ \ ~ ~ 2Q I ~ 103 ~ ' DB 3760, P6 2126 W x C~ ~ W 1 ~ \ ~ ~ \ 1 \ I \ I Y ~ ~ ~ I / / \ ~ v \ ~ ~ i / ~ / ~ I I r \ ~ 1 ~ 1 ~ - - I Q F-' i ~ / v I~ / ~ ~ AGL-4- I q l -43~-46 1 1. I v v ~ ~ - l / i I I 1 I ~ 1 r / ~ i v ~ ~ i I - Z~~ / , r ~ ~ a \ ~ ~ ~ ~ / , / ~ / / / I I ~ ~ 1 ~ I / l 1 i ~z ~ END PHASE 2 t w o / / cor+srw,crloN ~ , 'x m _ ~ ~ ) I ~ / ~ / ~ / / C RIPIW GHEGC Dr?!1 ~ ~ ( / I r / / I I / / , / - _ _ ~L OT Fa ~ 1 ALAI6I;ILT FENLf AT I ~ J J ~ ~ ~ ~ / ~ / I I ~ ~ ~ ~ r ~ ~ z _ ~ ~ r^o / / / ~ / / ~ - _ PC, EVBlrI0WP01NfOR / 47 I _ I ~ AT II~4T EVERY QO' / ~ i' ~ ~ i' i' / / i' / ~ / l I / / / / / / i / / ~ U'.A ~ / 9iD. «424 ~ ~ / / LLD SOT LWt ~ ~ - ~ / / / / / ~ / ~ ~ ~ / 104 ~ i l / - z cn / ~A ~ I/ 0 ,,v ~ 4 ~ o / r / / / 'OLD 1~ ~ ~ ~ ~ I ~ / ~ ~ /tOT LINE I , / ~ ~ ~ ~ I v ~ / ~ 1 i 233.45 ~ / Q W / / ~ ~ ~ i ~ ~ l i / 5 8'1'52'2 ' / ~ W ~NPI'E ~ E_1 I F-+ o ~ ~ ~ ~ ~ r I / I , ( / r' / , , fi~ R~r~lov D / / / / I r v ~ I - - _ _ z I I I I I r / / I ~ A ~ I I , ~ ~ / r ~ ~ I I I / I I~ A ~ ~ ~ ~ I ~ / I I I ~ I z~ ~ ~ - ` ' '0° / / r - - W STREAM BUI=EER NOTES: ' I I I v I I ` v ` , ~ ~ ~ r a 4st71 u~ 1 I / ! 1 l \ ~ \ I I ~ v 10~ / W W z ~ 1v ~ ~ / / ~ ' / W -WETLAND AND 5TREAM DETERMINATIONS WERE MADE BY I / I ~ ~ ~ ~ \ ~ ~ I w 1 1 EGS AND HAVE BEEN VERIFIED BY THE U.S. ARMY CORPS. OF / , ti ~ ~ ~ ~ ~ ~ ~ ~ 1 / o~ ~ ~ ~ ' / ' / ~ W ,v / I ~ A V ~ ~ ~ ~ 1 t I ~ ~ ° ENGINEERS. ALL STREAM GR0551NG5 WILL BE APPROVED ~ ! I ~ ~ ~ ~ \ \ \ / I ~ A v ~ ~ \ V v \ V 1 \ 1 ~ ~o BY USAGE AND NGDENR PRIOR TO CONSTRUCTION. / i 1 ~ ~ \ \ \ ~ \ \ ~ ~ \ 1 ~ v I ~ ~ ~ J05EPH E. ALL. I ~ C7 ru / ~ 1 1 \ \ ~ \ ~ \ -ALL STREAM BUFFERS ARE SHOWN ON THIS PLAN. ALL STREAM ~ 1 \ \ \ ~ \ ` \ ~ ~ ~ ~ ~ v / / / ~ o «51+ LINDA M. AL i , ~ / ~ / I ` 'n BUFFERS SHALL HAVE THE FOLLOWING REQUIREMENTS; (A) THE / ` 1 1\ ~ \ \ \ ~ \ \ ~ ~ ~ ~ \ ~ F R T I ' AL REMAIN UNDISTURBED AND (Bl THE REMAINING ~ % 1 1 ` \ \ \ \ \ \ \ \ \ \ \ ~ ~ ~ ~ 15 5 5H L / v v ~ ~ v v A v V ~ ~ A ~v ~v ~ ~ ~ ~ ~ . ~ n i DB 43q-f, P6 35' SHALL HAVE A MAXIMUM BUILT-UPON AREA OF 50~ WITH / ~ \ \ ~ ~ ~ \ ~ ~ ~ ~ \ 1 ~ ~ V 1 I / ~ / ~ ~ ~ ~ , -S / / ~ AGL-4-Iq1-43q 1 v v v A ~ ~ ~ A \ ~ v ~ A NO OCCUPIED STRUCTURES. \ \ \ ~ \ ~ ~ \ \ ~ 1 ~ 1 ~ \ ~ ~ \ ~ ~ RIP-RAP / / \ \ ~ ~ ~ i APRON «21 ! / / i ~ / ~ / _ _ / FFS. ~ / / / / ~ , ~ I ~ ~ \ \ 1 1 \ ~e I I v v ~ ~ ~ ~ / ~ ~ ~ ~ \ v ~ ~ v 1 1 ~ \ v ~ ~ 1 \ ~ ~ A V ~ 1 1 ~ ~ \ v ~ ~ ~ I ~ I v ~ \ v ~ 1 ~ ~ ~ ~ A `v ~ I / / , ~ ~ ~ / / ,yo/ ~ I v ~ ~ ~ 1 ~ ~ v ~ I / / / / , / i 55MH M4q i , ~ / , m / I _ 1 V ~ \ 1 V ~ V ` I / / ~ ~ / / / / 1 1 / / ~ ~'D / / ~ w ` F STREAM&WETLAND / / _ v ~ ~ I \ _ ~ RAYMOND 6. 1 ~ I / ~ s, / T MAP / I / ~ ~ 1 1 I I ~ \ V I ~ o~ 5YLV1A 6. GRUB IMPAc / / ~ i ~ / i 1 I I I ~ A ~ ~ ~ _ _ _ / i A «40s w 57D..,~ ~ , DB 2331, P6 548 _ _ ~ r ~ / / o° ~ , ~ ~ - ~ ~ ~~F SCALE; I 60 ~ ~ , ~ ~ „a AGL-4-ICI-43a-22 / ~ / ~ I 1 ~ V ~ \ / I l / ~ / / / / / ~ RLW 8 SAN. ~ ~ ~ \ i l I / / / / / ~t10 ~ ®PHASE LINE/ 1 + / / / x _ i i R - . ~ DATE; MAY 2002 C,006TRIIGTION oll d PRO ECT: 7Q-DI 0402 DRAWN BY. JAL - (FU, ooz LINE ~,e 00 y GERALD I NE DO(-- % nR IA7F, P- r~G SHEET 2~2 • V , _ , ~ , '1 t I / / coNSrnucnoN, / ~ ~ rR r' REV I51 ~~S ~ \ ~ / - - ~ 1 ~ 1 ~ 1 1 A \ ~ ~ I 1 ~ I / , ~s~ R ~ 0~ ~ ~ ~ i' I l 1 V A ~ / AI / , i ~ ~ / 1 i /~g c~ ,off 0 i ~ ~ - ~ / / , ~ I ~ V ~ ~ ~ ~ \ / I l l / CP IA ~ ~ / i' ~ ~ ~ / I / / / / ~ , i ~ ~ / / / A / ~ lei \ I 1 / / / / / / a ! ~ PLW 8' SAN. ~ ~ ~ ~ / / / / ~ ~ i STD.~B o PHASE LINE ~ ssr+N +us ~ / / - ~ - - ~ i I ~ v A v V A I / / / ~ / / END,PHA5E 2 ~ / ~ V A ~ A / I / / / ~ Gq~iTRUGTION f~ / ~ / / ~ ~ P' \ \ I / / / / / \ \ / / / / / / ~ y~~ / i'ce' i' ~ ~ ~ ~ 1 I \ /I ~ I / / / / / ~ t~ ` S .M02 / / / ~ I / / / / / ~ .r ~ 1 / / / / I I ~ / I / / / / , ~ I / / / / / ~ ~ S I / , ~ ~ ~ e III ~ - 1 t ~ ~ I ~ I / ~ i / ~ I ~ / I l i 1~ / / ~ ~ I / / I t % ~g I6 ~ 1 i i l ~ ~ ~ - i ~ 1 / i / / / i / / ~ ~ I ~ 166 ~ N N ~ ~ ~ ~ I I L~ I ~ ~ / i / / / /i / I I I I A.IM75 ~ / ~ ~ 41 / / / / / / ~J i I I I / / / / I I I i / - , I , I I ~ ,I i ' ' I ' / 112 I / ~ / / ~ I I ~ I I I I I ~ / _ _ ~ 1 I I I 16~ , , / / / / ~ I I~ I I I , ~ i ~ ~ _ , / I r l I I I ~ ~ / / ~ / 1 I I I ~ _ ~ -r ~ ~ I ~ , r / ~ ~ / 1 I I 't , ~ - I i ~ / r ~ , ~ ~ / ~ ~ I I I I I ~ / I / ~ = -a I i i ~ i ~ i ~ - , / / / ~ I ~ ~ I I I ~ / / I I I ~ I ~ ~ / I i~ ~ / / / / / -1 / / , / I v 1 eao~ I I ~ / I I i I / / / ~ I v 1 vv / I / / I 1 / I ' , i ~ ~ I / ssMr+ ~u2 ~ I \ I / / 1 / / I / ~ I v / / ~ I ~ / / v / I \ I / / I , \ ~ v / / ~ / / I ' ~ ~ 168 / / I I r ~ , I , ~ ~ / / / / / / I , A ~ / / / / / / / I I I r I ,~s' I I / / 1 V A ~ / ~ / / I / I I I l I mo pw • 1 ~ V ~ i / I ~ V A A ~ ~ , ~ / / / ~ f I I I I ~ l eooa ~ v d5 / I I ~ / ~ I 1 I I I I ~ ? ~ 1 1 \ / / \ \ ~ / / / / / / I i ~ I ~ / r i I I I I I ~ z m~N ~ I I I I I Ibq I ~N - / , , , / RIP-RAP OHEGIC D I ~ ~ ~ / / n~a+~ slLr fENGE ar 1 i ~ 1 , ~ 1 / / / / 1 \ ~ i I \ I Ia J ~ry^ / ~ . \ PAD / ~ I I ~ l l 1 ~ ~ ~weo~ I a / EVERY LOW POINT OR 1 \ / / AT LEAST EVERY I50' I ~ 1 I / / / 1 ~ / / \ m p ~ !n / l 1 1 I I Z I z, P. ~ / MALPHUS L. ~ 1 . I / v ~ m I \ I ~ ~ / / RUBY A. BARBER , ~ I I ~ vl ~ 1 / I I ~ I I I ~ 1 ; ~ ~ ~ z4 I 1 ~ , I , ~ / ~ / DB 463, P6 X15 I , v , s~~ I I ~ I , r ~ ~ / I i v ` I ` ~ ~ ~ , I , \ I \ 170 \ ~ ~ ~ ~ t ~ \ I I I I ~ ~ / AGL-4-Iq1-460-41 I 1 / 1 \V 1 I I ~ I I ~ ~ I I V ~ v \ ~ ~ Q / I + ~ ~ ~ PAD • ~ 116 ~ ~ I ~ ~ I i / I 1 1 1 I 1 I I I I 1 \ ~ ~ ~ ta4a ~ 1 ~ 1 ~ ~ I i ~ ~ r ~ ~ _ o • ~ v ~ 1 le>D ~ I v I - - \ _ 1 \ I I z cv / h~/ ~ W v nD wra5r. 1 \ 1 I I ~ \ 1 rA Ih4o \ I / ~ ~ ~ - ~ - ---h-- 1 \ I I / ~ 1 \ 774 - pp ~ / a~ ~ 4 - re ~ ~ \ ~ I ~ ~ Z ~e~ ` ~ ~ Q v - ~ ~ \ ~ Ul Q ~ - / i v ~ v ~ I z o I A \3~' ~ 1~ v V A V ~ ~ PAb• ~ Ill ~ I ~ ,~I~ ~ Q ~ / / v ~ v- 1 °a 1 `1 v v v v ~ ~ ~ , - - --_-P,m• QI \ , - ~ ~ ~ I ~4a ~ ~ W ~ \ ~ PAD. P A~~r, ~ \ / / A ~T369 ~y V ~ 1 ~ ~ PAD ~ PAD • \ P~ •\V P PAD 1~ ~ I ~ ~ z 0 1 PAD • p~ • PAD ¦ PAII~ - - _ PAD - f ~ ~ ~ \ \ ~ 12 ~ 'h ~ _ Q N 76d8 767a' n~ 7TJa \ ~ `~O ~ 1 1 \ 76ga' V ~ I ~ ~ I r ~ nea ma Troa lava PAD • ~ ~ ~ ~ ~ ~ ~ - -N I ,as ~ 17 ~ I H~ s~ 185 184 \ ~ 1 , I \ - , ~ 182 181 I Sd , 13 1 \ \ ISd ~ I~q I~ I ~ 175 ' - ~ ~ ~ rl ~ . \ ~ \ ~ ° \ \ 1 ~ i ` \ ~ I I I"~ PAD ~ I r 7 - ~ l vv ~ ce v ~ v I v v l I - - I I ~ I ~ ~ ~ ~ I ,n ~ A ~ ~ ~ V ~ V PAD ~ ~ ~ \ - _ ~ - ,yam ~ \ - >?IlAL \ 1 \ ~ ~ \ ~ \ I / I \ - \ I6' RGP ~ TD, x403 ' I \ \ B' SMI.'f`YfR 1 x6l B. ~ xgp \ ~ 1 ~73 ~ h II ; - \ "SAN. SEWED g• ~ ~ X64 ~ ~ 1 I I / ~ h ' l !l~.. ~ _ _ 7CY 9AN, SEWER EASE. ~ - _ fi ~ SSMN x65 \ 6 I I - - ~ - - I - ~ I -I _ 4- n \I \ I - f~ ~---i aD r ~ \ I ~I ~ ZONED AG ~ ~~,••~,F~y~'Cr'•~,'v'~r m \ \ t \ 1 \ ~ ONED RS-3c Q ~ \ \ ` \ \ \ ~ \ ,d° ~ ~ ~ \ ~ , n'.. 148 ~ _ 1, \ ~ ~ \ ~ - \ PAD • PAD ~ \ 1 PAD • PAd • ~ I ~ ~ SAO • PAD • ~ m (7~a' '1545 \ \ 7'~7a' 1 76oC \ 7woti \ 766a' .spa PAD • ~ i PAD ~ /PAD • ~a ma• , I PAD • \ \ s ~ ~ 1 ~ I I ~ • 1 . I I ? n~ ~ I I \ 7~a rroa I i Tib9 ~ \ C65' rroa ~ v v V PAD • v v ~ ' ~ 1 V I ~ I - ~ I ~ Troa y ~ v ~ ~ 1 ` ` v~ 2 I , 15 \ 14~ 14 14T 146 145 NR \ . ~4 to I ~4 I~~ 142 141 ~ ' 120 ~ - _ _ _ < <g I I 1 \ A 1 1 ~ ~ ' ~ Y.I 24 I I / T - ~ _ ~ - ~ 1 ~ Il 1 ~ A PAD.~~ LB I I AV A A \ 5ip~ 24 ~ ~ ~ ~ 12~ Leos' sm. ® a~ v vn I p ~ J I ~ I - ~ ~ ~ ~v I ~ 1 ~ ~ v v vv v ~ vv 1 , A ~ \ PAD _ 1 i \ \ - - ~ I -rye END PHASE I ~ \ \ \ lees \ NOTE; 1 ~ ~ ~ ~ \ 1 / 764 ROAD(A N5T. 1 \ \ ~ 11 STA.IN5l 1 1 ~ ~V A`, ~ T IL T E PI AGED IN FILL SLOPES J \ ~ ~ ~ ~ ~ OPSO O B \ ~ ~ ~ \ \ I~ \ \ ~ ~ ssr~ quo AND NON-STRUGTUKAL AREAS. NO STOCK- ~P x4~ I ~ ~ ~ I ^ \ \ ~ ~ _ _ _ _ ~ \ \ - ~ ` _ ~ ~.c ~ 1 ~ \ 1 121 I - ' v 4 v \ v vv 1 v PILE AREAS ARE Nf20POSED. ~ r %AIy T _ ~ _ _ _ / ~ - \ PAD • \ ~ ~ , `h / I SSMH l A A leD9 \ ~ V ~ V~ = ~ i ~ ~ ~ , - 1~--'~ I ~ 't- ~ ,aIP~tAa ~ _ ~ I ~ ,III 7 \ i / ~ ~ ANDS I A ~ A \ \ ~ Y QA \ . , ~ ~ I 1 F~S.~ ~ 123 \ ~ y\ N / ~ A / YH \ ~ A ~ ~ A ~ A \ j' 't~' K Z / ~ l ~ ~ \ ~ 1 I ~ ~ ~ v~ v,~ v v 126 ~~J'~ ~ ~ v ~ I I ~ ~ ~e ~ v . ~ n 1 ~ ~ / ~ ~ ~ \ ~ ~ I I I / J ~ 1 R Q i~i / / 1 1 ~ ~ ~ 1 Q~~ I I v h PE5 ~ R T M. z \ ~ RIP-RAP pAp. ~ OL.J ~ / I APRON ~1 ~ ~I / H ~ / ~ i ~ I / / / iaea ~ U I . i LYNNE M, ~ a ~ ti l l ,7 1 Z / ~ _ 1 I ~ N I I YVETLANDS - - - ~ 501.14 0 \ I I ~ 111^ ~ ~ I AREA OF / ~ - - , ~ 112 ~ I ~ I ~ D ~ ~ F~1 i _ , SGNOOL L 0 1 / w~REF~LL/ 1 / a •ti- ~ Na 1 o ~ ~ ' ~I ~ ~ I I / , ~ ~ / DB 226Q, PCB 261 C~ ~ z ~ I ! I / l / I / ~ / po 520.1 I - N 88 44 06 W ~ ~ j - A -4-Iq1=43~-3~ W I GL 0 ~ I I I / , / I / / ~ - - - ~ 1 ~ I ~ I ~ I ~ / , I - ~ RErhu+LL s U a / ~ ~,uRE 1 , I i ~ r - ~ ~ l ~ W ~ \ WETLANDS POND ~ , / ~ / / , SSMH / ~ ~ ~ ~ ~ _ _ - - / _ ~ ~ ~ ~..r / / / ~ , ~ i > , coNC z~ \ \ ` COMMON AREA / . ,r ~ ~ / / ~ - ~ REr, V1 ~ ~ ~ i / ~ ~ ~ ~ F-' ~ \ \ ~ 4.34q AGRESt ~ / / ~ / ~ i i - / I ~ ~ I`N / / - C7~ w i / / / / ~ i/ •Y~ EXIST,,@A1ZNaf ~ ~ / i~ ~ ~ ~ ~ ~ ~ / / / ' ~ ~ ~ / F ~DATION ~ ~ / ~ / ~ ~ ~ ,v0 ~ / / / / ~ ~ ~ ~ ~ I \ ~ of \ h / / / ~ ~ ~y~ l~ ~ / ~ ~ Q+ / ~ / / ~ / / i i ~ / ~ i T / ~ ~ M~1 F-I ~ 'h ~ / / ~ ~ ~ / / / / / i ~ J ~ O ' ~ / / / / / / / / / , / / ~ / / ^ I1/ L ~ ~ / / / / / / / / / i / ~ ~•LI 7 / ~/~0 / / / / ~ / / ~ / ~ / V/ c ~ \ / / ~ \ \ WETLA / / / l / ~ / / / / / ~ i I O ~ z p1 ~ / / I w \ ~ ~ r ~ I / ~ I / ~ ~ ~ 1""I O / / ~ / / / ~ / ' ~ a a ssMN «ioa ~ ~ 1 - - _ S0' I ~ I ~ ~ I ~ ~ I l / ~ ~ i / / / / / ~ ~ P / / / / ~ ~ / / / / / / / / MH~e / ~ f--1 ~ \ ~ - - " DER v~ 0 I / / / / / / / / / 7 ~ / O F--I / 0 \ ~ ~ ~ - l I a ~ Q I I I z r I I I I , ~ / / / / z~ \ _ - - J~' m ~ I I I I I , i ~ I , / ~ W ~ I I / t I , l / / / / / ~ ~ o° W W Z / / l ~ ~ I l / ~ / / / W p~ h Ir / ~+s~~. / I ~ / 1 ~ ~ ,S , U \ry p r O~ W / I / ~ ~ O m ~ i~~ / v ~ _ / / / / / / ,/~0~~ m~~~ / / ~ A I ~ z In ~ - ' _ ~ ~ i / / Z , / - JAMES U. ~ w ~ , ~ 2 MINNIE R. HATCHER HEIRS ~D _ _ - - i ~ ~ JEA~NNE L. LEW15 ~ ~ ~ G/0 DEWEY HATCHER ~q - - - - ~ - T G / DB 5045 P6 1026 ~ ~ ~ ~ ` DB 1201, P6 512 - - / ~ AGL-4-ICI-43Q-5 / ~ v - i / ssMNMioe AG -4-ICI-438-6 - L - / ~ ~ i ~ _ ~ ~ ~ ~ ~ 3 . ~ I _ . ~ ~ ~ / > ~ ~ I D / _ U - _ _ / - - ~ i I - / i ~ I STREAM&WETLAND z - _ - H - - x 68~ . I IMPACT MAP T AM EF ~ ~ _ - S RE BU ER NOTES: e _ - w , ~9 ~ ~ ~ ~ I - WETLAND AND STREAM DETERMINATIONS WERE MADE BY ~ ~ i- ~ ~ - - / ~ Q o / ~ ~ - EGS AND HAVE BEEN VERIFIED BY THE U.S. ARMY CORPS. OF ~ , I 60 ~ s ~ ~ Q ~ ~,I ~ ENGINEEi25. ALL STREAM CROSSINGS WILL BE APPROVED = O (1_ BY USAGE AND NGDENR PRIOR TO CONSTRUCTION. ~Ory ~ ~ ~ / ~ ~ ~ ' I ~ a 1JA 1 t: MAY 1001 o 6 - ALL STREAM BUFFERS ARE SHOWN ON THIS PLAN. ALL STREAM BUFFERS SHALL HAVE THE FOLLOWING REQUIREMENTS: (A) THE o J ID FIRST & SHALL REMAIN UNDISTURBED AND (B) THE REMAINING (L fL 35SHALL HAVE A MAXIMUM BUILT-UPON AREA OF 50% WITH MAXINE G. THOMAS ~ PROJECT: L07(1-01 o NO OCCUPIED STRUCTURES. DB 2526, P6 516 a~ / J _-eoo- DRAWN BY: AL Q i ~ AGL-4-la1-43q-25 0 DEWEY L. BRENDA B. HAI B. HATGHER SHEET 1/2 i L 2 / in rn REViSI0N5 ( q r' i , ; TRACT B ry ~ w HELEN MA BESSIE MAE WYRIGI RIE F. PATILLO ~ o E MAE WYRIGK J '`~~j c~E p DB 2804, P6 823 SHEET 2/2 LOLA G.F. ELLIOT ~ r >T AGL-4-141-439-15 2804, P6 823 J ~ L-4-141-439-15 ~ I I CARL A. FOULKS etas ' ~ T ~7 I" EIP w ~ # ~ ~ 3614-3638 LINK ROAD 5~~;. I I u . - z ~ LOTS 2 ~ 3 PB 25, PG 32 ~ ~ Q N L g ° ~ P~ ~ ;~s DB 375, PG 522 , n u 3, - e~ SITE TRACT E I,', TAX REF: AGL-4-IQI-43Q-6 ~ m ~ . _ ANNIE I' 24.681 ACRES V ~ JOSEPH E. ALLEN Iv ~ ll $i om- LINDA M. ALLEN #r q ~ o, WATLINGTON HAYES (VACANT) \ ry I DB 3760, PG 2126 r N ? ~ ~ # 3612 LINK ROAD AGL-4-191-43q-46 ~ ~ CA 1 ~ I ry _ LOT 6 PB ~q PG 17 - _ , ~ b"EIP t~ ~ PART - O ~ ~ ~ GREEKVIEW RD N ~ ~ .r _ 5 87°30'59" E--- ~ 233,45' DB 1728, PG 400 - lonb2 s ° ~ " ;r~ ~ ~ PP~~ ~ ~ HINES G~ 968 L 87 52 27 E AGL-4-ICI-460-24 61 'EIP - ~ _ ~ d 8.88 ACRES ,N 9 ~ _ _ 49AI 3.51 ~ 13q.g4 - 'c - - - _ _ ~ Q9 ~s (VACANT) $ ~h - _ Asr - _ GONE ~ ~ a~' N~ - ~ ~ ~ ~ BLS/D F z °ry~ ~ rcry ry NOTE: 15 p~"1~ E ' ry JOSEPH E. ALLEN IV ~ z a 1 N m ~ THIS STREAM WPu DETERMINED AS AN ~ ~ ~Abo p ' INTERMITTENT STREAM BY EGS, INC. t LINDA M. ALLEN ~ DB 4391, P6 284 / VERIFIED BY USAGE. , ~ ' U) Awl AGL-4-191-439-43 E"' _ s~3-Awa ~ ~ BENT EIP ~ AkIL ,n _ xe-A~ - ~ ~ AyB ~ „a_nw~~ ~ ~ ~ IV \C\~ ~~P N F-nwnv ~ ~ ~ p Ica-Aw: STREAM "G" 0 ° ~ ~ RAYMOND G. ~ ~ FLAG BEARING DISTANCE 3ia EIP U) 5YLVIA G. GRUM DB 2331, PG 548 ~ WE DOY~R AVM d r AGL-4-191-439-22 - sV ~ STREAM AREA: 5GI-AW4 (PINCHED TOPI 864 S.F.t 5 li°56'25" E 27.13' ~ ' 5G2-AW4 I- N_ ~ = 0.020 AGRESt 5G3-AW4 5 65°54'37" E 26.21' N ry VICINITY MAP _ 5 10'2154" E 47.14' ~ SG4-AW4 c0 Not to Scale N 88°19'28" E 34.99' 0 tl~ 5G5-Aw4 p CARL L. +1: z m I°wITNESS IRON SG6-AW4 569°3724" E 28.16' N GERALDINE DOGGETT Q " DB 1826 PG 5(~I ~ ~ N 84°54'15" E 29.83' I^EIP SG7-AVM - ~ AGL-4-191-439-21 F- ~ U" _ 5 81°21'12" E 20.36' SG8-ANCi r- 5 40°44'41" E IlS2' PoINT `~q-~2 - m WITNESS FLAT ~ ~ IRON IRON 504°51'11" yv 108.74' II'll" W MARTIN R. d ~ ~ m 74' MISTI R. BYLER - Q ~ ~ 2" EIP DB 4401, PG 10 W ~ tl' RGL-4-191-439-23 ~ ~ ~ _ ~ . ~ TRACT "G" ~ MALPHUS L. ~ N ~ m RUBY A. BARBER BRIARMEADE, LLG a DB 4963, PG 975 G/0 ANDREW B. GAMBRON ~ ~ AGL-4-191-460-41 p LEROY VERNON GAUTHREN E ~ # 3661 NEAR BRIARMEADE ROAD MARYLENE GAUTHREN TAYLOR - LOTS 2 ~ 3 PB 25, PG 32 DB 4106, P6 63 AGL-4-191-439-24 m DB 4332, PG 3Q3 WETLAND AREA "D" ry TAX REF: AGL-4-Iq1-43q-5 WETLAND AREA "F° 3la" EIP ~ FLAG BEARING DISTANCE FLAG BEARING DISTANCE o 36.41 ACRES WDI (VACANT) V~1 5 61°10'22" E 2823' N 39°13'50" E 18.03' I"~2 ~ I^UJ2 W 5 24°51'42" E 36.31' N 36°90'57" E 24.40' yy11 WF3 I''~3 p STREAM "D" (NEAR va:TLAND "F') N 61°09'33" E 25.91' - N 12°41'01" E 29.78' WF4 ~ r wD4 p FLAG BEARING DISTANCE N 76'0352" E 2429' N N `,IIIIIIIIif1f/!/ N 44°17'46" E 5.86' ° WF5 N 59'1954' W 24.43' m NOAH WD5 NOAH M. d WETLAND AREA H t^~TLAND AREA 'E Q,, 5 71°13'22° E 1250' ~ 501-AW3 y,~ ry HAZEL 5. ~ WDb Z 502-AW2 N ?8'4350' E 20.49' WF7 N 38'20'13' W 16.45' N DB 2544, HAZEL 5. COLEMAN RI ' DI TANGS ; ~~~r ASS! 9 ' FLAG BEARING DISTANGE FLAG BEA NG 5 ~ ~ 04 0,~, ° DB 2544, PG 563 Q. 9~~ ' N 8l°2354" E 14.02' S l9°33'20' E 15.4?' ° ~ ~ AGL-4-19 WD7 SD3-AW2 ~8 N 64 57 27 W 31.90 AGL-4-191-439-21 WHI WEI Q N Il°21'11' W I?b4' 82°53'39" E 21.02' 2 f S~l~.l. 5 75°4351" E 2559' S 47°03'06" E 11.52' WD8 SD4 WF9 N 05°29'26" E 26.11' WH2 V~2 ` F- - ~ N 21.43'19' W 1652' S 84°01'29" E 1961' ~ ~ ~ n ~ Y L•3730 0~ ~ s 71°14'39" W 11.86' S 54°58'37' E 1368' WDAS WFI WFA7 N 22°15'27' E 962' WF9 N 06'06'22' E 15A1' WE3 5 62.4152' E 21.10' ~ ~ ; yS ~?Q ~I~,,:r 5 02°13'49" W 16.61' WDA4 NFAb N B7°IT03" W 21.43' 3)4' EIP WH4 WE4 5 42'31'22' E 43.12' H 6 ~ ,°$UR ~-1;; WDA3 5 41°45'49" W 2853' WETLAND AREA: N 26°48'02` W 20A9' tpINGHED TOP) WH5 N 29'3951 W II.00 WE5 Q 6 . 5 42°03'03" W 22.60' 3093 S.F.t STREAM AREA: WH6 N 31°04'09" W 10.91' WEb 5 50'512' E 41.03' ~ ~ f 11 ` L N 1'43" W 22.80' N 09'4436' E 4159' d WHl 84°3 WE7 = 0.071 AGRESf 81 5.F t WFA3 5 70'00'05" W 10.23' WDAI 5 21°12'33" W 21.39_ TLAND ARE = 0.002 AGRESt 5 23°38'03' W 25.38' 255 S.F.t N 52.3550' W 40.10' WD1 N 50°06'11" W 36.19' WETLAND AREA: 5 37°30'24' W 2020' 2" EIP = 0.006 AGRESt WHAT 5 09°4850" W 40.44' 1754 S.F.f ~A: WFAI wos wra.wn , = 0.040 AGRESt ~ YC~A wSCE-A{N: t~ WFAI ~ f}~ WHAb 5 28°49'15" E 31.19' 9 = v~ 5F' 'r~4 VLiD'1-Aw2 z.~ WFM^ , i STREAM AREA: ,-..w_ ~ ~ wsos-nww', ~ 3 sm-nw: "i% ~ w~a TLAND AREA: oh~ ~INZ W. FRUf' WHA5 HEINZ W. FRUH WHA4 5 51°0331" E 2465' n.aw i , ~;,ti ~~r ~a-nrc ~ _ vE ±~n~.it~~l~ we~+ s~i-Aro- ~o- n 4241 S,F.t 504 S.F.f ~:~.;sw ; „taw ~uv ~na 'wso3 nwz vie _ DB 1410, PG 434 DB 1410, PG 434 5 4l°0053" E 23.69' WETLAND AREA 6 WHA3 a 11~~,, - 0.012 AGRE5f j ~ sc~ Aw ~ * " ° wF - 0.097 AGRESt of AGL-4-191-43q-18 _ +~,~,.n3 ~ ~ ~~,a- wF, EIP ,r-ii .._w i"r~i AGL-4-191-43q-18 ° ~ " FLAG BEARING DISTANGE fr' 5 82 1501E 16.16' WHA2 1,,161 ~ r ~ , ewes ,9 wF.~ , i via ~ ROBT M. d N 30'15101' W ~F~d.y we 1 ~ N LYNNE M. 511°4651" E Ibbl' S Ob°2839' W 26.22' WHAT W62 wrs e2.Ta' (TIE) ~~;A FI D 507J4' ~~~r~ ~ i^IEe wei ~ ~ %~"wFa EIP 6° SCHOOL EL ~e-sw h ' N 23°13'43' E 4.11' N 02°19'12" W 25.92' 11----~~ z ~ WHI yy~ ~ I-~ H ~ • ~ wFS Q~ DB 2260, PG 261 . 520.11' - N 88°44'06" W ~ ~ zw ~ EIP (TALL woRM fir'°",'twr~c ,m \ ~ AGL-4-191-439-3q GEAR 0.4' OVER ~ ~.dr { _ ~ Al N wnA64 ~+,,H~~ ~ / W61 N 51°44'28" E 36.48' a 0 w~4 EXISTING ,y ~ 0 U YWA~ tw~~ ~w POND i ' ~ ~ . o m ,,y , r , . ~ WETLAND AREA "D" nRV~LAND'D'1 r; ~ ~ ~ j . I--I i !r` N ~ ~ ,'1~ ~j~~ oU~ ~ EIPb FLAG BEARING DISTANGE " a/ . • ' U ro~c~~ wNnr ~ \a~ °9 ~ WSDhAW2 0 N 84°48'43" E 1856' ? wvi D2- ~ x It'1" EIP ~ ~ ~ EIP . ~ D3- 5 68°0931" E 23.30' a 4' ~-1 N 16 0250" E 19.0 WETLAND AREA: / y~'~ I" EIP ~~d^ EIP D4-A N bl°14'11" E 12.91' W 4680 S.F.± 6 - i _ N ~~~s WETLAND AREA: ~ryb ~ W5D5-AWI O N 83°05'00" E 3061' STREAM "F•, - 0.107 AGRESt 6g,~ 340 S.F.t 7 ~ ,oo ~ z 5 42°08'22" E 19.10' ~ b5'h = 0.008 AGRESt ~ JAMES U, d y FLAG BEARING DISTANCE W ~ a JEANNE L. LEWIS W5D1 ~ ~ i 0 1w O ~ U DB 5045, PG 1026 EIP e sF1-2.5w MINNIE R. HATCHER HEIRS N 89°54'17" E 20.61' II'i" EIP ~ AGL-4-191-439-5 1-I Q.1 sF2-2.5w G/0 DEY~Y HATCHER ry 5 66°41'14" E 21.14' DB 1207, P6 512 ~ W SF3-3W AGL-4-191-438-6 S 82°54'32" E q.12' 4g9 ~ xo 5F4-3W ~ 5 42°36'21" E L98' I" EIP ~ 5F5-3W 2' EIP 5 28°14'50" E 14.38' z~ SFb-2.5W 5 56°35'55" E 24.36' ~ s 6~" z W 5F73W ~ 6 A ~r~ 550°4b'3q" E 33.83' 6°$Lr, ~ F ~'oi• oW 5 46 Ob'36" E 28.36' W 949 ~ THIS CERTIFIES THAT TH15 COPY OF TH15 PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE a SF9-2W a e ~ ~ JURISDICTION OF SECTION 404 OF THE GLEAN WATER AGT A5 DETERMINED BY THE UNDERSIGNED (7 W sFlo-2w s 21°07'32° E 8.9q' y MARINE G. THOMAS / 2" EIP 5 51°40'34" E 28.68' / 26 P6 516 ON THIS DATE. UNLESS THERE IS A GRANGE IN THE LAW OR OUR PUBLISHED REGULATIONS THIS a SFII-ISW EIP DB 25 , 5 bb°10'34" E 19.52' ~ AGL-4-191-439-25 Q'~ DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO SFI2-1.5W DEV~Y L. E ~ ExGEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WA5 MADE UTILIZING THE Ig87 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. Z W BRENDA B. HATCHER p W z ' DB 2809, PG 386 AGL-4-191-438-28 fib' 0 / ° n. ~0" NAME: ~ ~P TITLE: DATE: - THIS MAP IS FOR WETLAND DELINEATION ONLY. 6~~L N~TEC.~ BOUNDARY SURVEY PERFORMED BY GPT ENGINEERING SCALE: 111 = (00~ d SURVEYING, INC. I) ALL BEARINGS ARE PLAT BEARINGS UNLESS - THI5 MAP 15 5UBJEGT TO ANY EASEMENTS, AGREEMENTS J` k RE 1 G; 11-11-v1 2) ALL DISTANCES ARE HORIZONTAL GROUND GRAPHIC SCALE AND/OR RIGHTS-OF-WAY OF RECORDED PRIOR TO D15TANGES UNLESS OTHERWISE NOTED. 100 0 50 100 200 400 aoo DATE OF THIS MAP. 3) IRON PIPES AT ALL CORNERS UNLESS OTHERWISE NOTED. PROJECT; - THIS MAP DOES NOT MEET N.G.6.5. 41-50 MAP 5TANDARD5 4) CURRENT LAND USE: RESIDENTIAL/FARM mm~ AND IS NOT FOR REGORDIN6. 5) PREGISION 1:10,000+ DRAWN BY; JAH, NN ( IN FEET ) 6) AREA: 36.481 AGRES± (TRACT "G"). 1 inch = 100 ft. - WETLAND5 WERE DELINEATED BY EN6INEERIN6 GON3ULTIN6 SERVIGE5 LTD. SHEET 12 m aunRTZ sroNE --s ~,~s,~~s w ~ _ _ . _ _ - _ _ _ &15aB' (TIE)_ -1"It~IV_ ~ -ilISV~~-iLL - - `-'BI-w5 THOMAS WAYNE GOOK and - - - - - _ 5 87.27'21' E W - 1399.41' DB 5058, P6 446 5BZ_ws W K4 REBAR TIMOTHY LANE GODK - - - _ AGL-4-191-45q 5-2 snio-wa ,sA,_v$ J - sBS-w, ~ DB 4451, PG 564 ~ - - _ eoa b~. (T,E, + sA4-wv sw-vs sA3-Awa sAl-Aw _ .~.JJp REYI5~ON5 5AI-AWI Z m 0' 17 HI~~ pp~~ AGL-4-191-460-3q N as^~3o w- - - - - sea- I ~ 1 'W ~ - - . - - WBI SAII-~~5A8_WS SAS-AV{2 I SA'Sy rv W 0 2eo.ai rriF _ F ~ TWIN - II SA4-AW2J BA2-AW2 {'®AI 'SBS-w5 ~J sAa-Awz `Z WIARTZ NOTE: STONE 0 1 ~ ~ p-D ~F ~ I~AZ Ins n+ls STREAM WA5 DET92MINED AS AN ~ EDGAR WINGATE IxrERrnrrENr srREAM BY Ecs, INe. a UNDERHILL, .IR. P ~ ~ WETLAND AREA: 4 I ~ I sae-we VERIFIED BY U5AGE. N DB 2939, PG 378 G~ ~ 2492 S.F.± = raen~ Z O.C56 AGRES' ~`~+BS +sB,-w, , ~ ~ STREAM ~m STREAM "A" ' ~ AGL-4-191-439-33 ~ I wBAa ~ v ~ +)sae-ws FLAG BEARING BEARING DISTANGE V' ry ~ m - wav I ry ~ v ~In~~ - - - - - - - - - SAI-AWI 0 ~ ~ N m ~ ~Q~ I~'EIR ~"-w' 549°3255" V J ~ GREfKVIEW RD WETLAND AREA "B° SA2-AW2 5 49°3255" W 333 ' riL z 8 Q R9 FLAG BEARING STREAM AREA: X10 Ni3 S~_~ N 84°21'00" V DISTANCE ~ , _ N 84°21'00" W 29.60' I" EIP UJ ~ ry ~ HINES GN~~ h-~` ~ F' N 88'10'26" W WBI O 6E72 AGRES'- san-v~ SA4-AW2 N 88'10'26" W 34.45' 2 ~ ~ U - d'c JAMES A. JARVIS and wife ~2 538°21'30" E 20.12' TRACT IIA° 5Bi2-~ SB13-~ sAS-AW2 N 8'1°4697" w ~ N 8l°46'11" W 3229' ~ ~ ~ PATSY 5. JARVIS 5 o3°4q'31" w 20.26' SB15-`~ sBia-I~ N 86.34'al" w DB WB3 ° MYRTLE L. PH I LL I P5, HEIRS 5A6-~ ° ~ GpxE ~ 3121, PG Ill 5 28 5123 W 11.45' 5016-sw 5A1- N l2 41'55" W N 86°34'47" W 8132' ~ ~ Q F AGL-4-191-460-44 wB4 ° WILLIAM M. PHILLIPS, EXECUTOR gel,-I~ N5 ° " N l2°41'55" W 11.95' ' 0 s . u o w~ 5 48 42 os' w 12.58' # 3661 LINK RDA 5 9 ~ sAe-~s 5 ~ °0~' ~ 2 W 5 24°15'49" W D +sezo-wo N 53°15'31" W 5 bb 0034 W 25.11' ~ Q N 53°1531" W 18. ~ o n WBb 29.21 WB Q7-E-2540 5Aq-W6 " 75 o I 560°35'07" W 7.12' ~ ~ WETLAND AREA "A" WBA4 N 82°29'11" W 23.02' DB 802 sBZI-w, 560°3501 N 5A10-W4 r ~ ~ ° , PG 643 wA3a 513.41 " N ID 23'55" E 32.15' wA4o w l SAII-W3 ~1 W s a ~ ~ ~ 5'13°4137" W Ib,ll' N .IOE L. SMITH and wife, FLAG BEARING DISTANGE ~r~ ~ V~A3 TAX REF: AG - - - - ~ A v L 4 1~ 43q 8 wA4, saz3-w-r VE ~ ~ ~ N 24 3844" E 15.84' I r sBZa-w, ANNA W. SMITH ~f~~ Z WBA2 ° ~ 2 AGRES WA38 WA43 wAn4a. ~ N 36 3528° E 262q' I ~ w naz DB 3043, PG 542 wA26 AGL-4-191-439-37 N 32°1154" E 2621' WA27 CAI (RESIDENTIAL/PASTURE/WOODED) wA3,# N 39°08'14" E 24.11' WA28 WBI N 38°22'06' E 21.00' sezs-wa a wAAal ~ WA29 N 37°1051" E 25.44' DOVER A~ ViA33 WP36 ~ WP.A44 WAA40 V41A35, 111 I ~ 1 ~ ~ WAA3q WAA36~ 1 N ~ I N 46°28'42" E 22.03' WA30 Wh91 1 WA35, WAA45 y,AA3B WM3l / I ~ EIP l^USTONE I N 50°24'41" E 40.11' TIED ABOVE I ~I 11141 _ ~ WAA34 1 A4 1 1 lyr-( VICINITY MAP i 1 ~ e , . 11~ ~33 - - - - - - ss ea~oe~ w n21,a~~ hie) - - - - - 585°06'32" E WA32 N 41'3539" E 23.19' ~ 1,~~1 ~ 1,1 11~;i; ~ 11 Not to Scale wAZ4 ) wAAZ, ; ~~L 482,44' N bl°2559" E 21.85' ~ i" EIP WP33 Ily'EIP 1 i 1'1 waA3i wAAS2 1 1 - yyq~g 1 1 11 WAA2B WAA3° 1 11 wAA26 WAA29 V~TLAND AREA ..G.. ` - - - _ - - _ ~'°o,~oe' w 1 I l 5 12°51'42" E 21.44' N WA34 wAZ, FLAG BEARING DISTANCE r7iei- - - - - - - - X111 ,1 wnAZs Lq 560°13'40" E 25.86' y~l-/~.y2 ' - ~e . 1 ~ ~I~ i wAA2a WETLAND AREA: O N OI°21'21" W 29.65' / X10 ~ wA36 R~ 1,1 I ~ I 31039 S.F.± _ N 25°25'43" W 30,74' 1 ~ , ~ WAAZB 0.713 AGRES} W5G2-AW2 1~V N 23°2355" W Iq.2q' p ` L ~ - 1 K Il WA37 - cb N bl°33'21" W 1021' ,1 WSG3-AW2 V ~ r ``AA~~ ~ N 10°26'41' W 23.09' ~ V R1_, ~ / ~ WA38 ~i ~1 N 74'01'21" W )121' ~ wr,AZz WSG4-AW2 Y ~O + N 02°04'04' E I' ~ s ° 1~' ' ~ ^ ~ 33.2 F- (V IG ,,1 ~ ~ wA39 - wnazl N 52°08'24" W 1825' WGI ° ' ~ J~ a~b~ ~ S 32.5030" E 12.89' ~ N 3l°I 1'21" W 11.02' w z_ / AA „ WG2 (16`~ + Y'1 ~ ~ , ~ ~ / 506°1250" W 3023' J ~ ,1~'3k~ ~ ~ ~ / WA41 Z gym.. S 8q°08'43" W Ig28' WG3 W 512 ~ ' WA42 5 31°06'13" E 12.90' 0 N 39°5653" W 16.05' i ' WG4 ~p ~ / N l3°23'06" E IISq' Q / i / WA43 V N 31°03'46" E 21 BOOKER EVANS d ~ wAnie .3q N1 wc5 LOVIE K. EVANS ~ EXISTING b~ , ~ ~ ~ VICTOR L. BROWN and 5 62°39'23' E 14A3' ~ ~ , ~ , ~ REBECCA G. BROWN ~ _ m ~ WG6 N 20°29'44" E 1958' DB 2118, PG 83q N m POND ' 1 W , ~ ~ ~ ~ / / DB 3992, PG 1430 WAA47 5 17°25'09" W 62.84' r ~ ~Z°~ ~ ~ ~ ~ AGL-4-191-434-1 5 10°49'29" E Iq.ll' m N 50°41'OT' E 2068' AGL-4191-460-23 waAl, VJGI ~ ~ 9 , ~ ~ WAA46 N 32°22'48" E 34,00' Z .1 AP WG8 1 ° 16 • ,S~ W ~ ~ ~ ~ / / / STREAM "E" N 33°00'20' E 28.17' ~ 1- i WAA45 c0 N Iq°40'15" E 3055' wAAlb WGq \ X11 5 ~ / 161 Al • y~1 ~ ~ FLAG BEARING DISTANGE N 26°34'43" E 3062' ~ ~ _ t~ r ~+x'32 , / ~ ~ / WAA44 0 Q. Q i N N 25°52'32" W 24.93' j i WGIO ~ 13 ' S / / / / 5EI-AW2 ° „ u WAA43 N 13°49'41' E 3252' ~ UJ ~ N 24 4112 W 18.15' WETLAND AREA A N bq°16'15" E 1262' ~ ~ ~ ~ , ~ / 5E2-AW2 Q N 41°4051" E 2923' L / ~ ~ WGII ~ ~ ~ ~ i 5 83°2TOq" W 17.34' FLAG BEARING DISTANGE x''`42 ° , " [Q Q m i SE3-AW2 5 27 II 21 E 2726 - J ~ m N 45°31'02" E 6.14' wAAls a? x• / Va / ~"E,P WGI2 WAA41 ~ ~ ~i'EIP HAL J. THOMP50N JR, al: N 44°26'01" W 12.81' WAI , , " ~ wAla ~ >~\~e, / i WGI3 5 31°25'34" E 11.03' ~ f,~„ a,~ / jam/ ~ ~ WA13 wnis ~ ~ ~ ~ Iq~. • Y~ / ~ i ' ~4-~ N 43°3831" f 22.08' S 24 5129E 20.81' U~. SHELIA L. THOMP50N 5 68°34'01" W 14.61' WA2 L N 8q°44'38" E Ib.bl' wALL ~ WGI4 ° wAle ~ y~ ~ ~ DB 3168, P6 64 ~5"~ N 07°11'13" E 15.01' 5 12 5134" E 19,91' AGL-4-191-439-20 N lq°12'11" W 11.18' WA3 ° " 5 Iq 19'28" E 12,60' WAIZ wA11 '3~i~'bs, (p'j. ~ ~ / WGIS `~b'~ N 36 3239 W II.OI' wAR38 5 5q°0256" E 15.77' 5 64°54'20" W Ig24' WA4 `~7-~ N 44°25'01" E 23.46' N Bq°48'28" E 35.02' _ 5 01°42'28" W 1321' / vtAn 11 rlnza wAO,ia r~Fj~Po \ ~ ~ / / 4 EIP's 1 ~ WETLAND AREA: 1 I 1 V ~ ~ ~A WAA3l SE8-~ N 64 5013' W 994 WA5 N 12°28'07" E 5 8q°19'45" E 2560' 26.12' yrAq,~ 5 2q°11'03" W 23.14' wAlo 1 w,",z wAAI / s ~ / VJGA5 ~ 1902 7 S E ± : ~ ~ ~ vwla vv Ale 584°2159" W 15.11' WAb ~ N 09°0431' W Iq.bl' WAA35 564°53'13" E 25.07' m 5 Ib°43'4q" W 2561' 0.431 AGRES' 1 ~ / WGA4 wAa 1 wA?z wAAll 5 21°52'Iq" W 41 111 `"'~O 1~~ / / / N I6°30'28" E 20.24' WA7 SEIO-AW3 N 26°16'55" E 12.91' N 16°0039" E 2562' 1 ~ . v~ wGA3 l Wf~l , ~~AI° ~ i / / 5 Il°5852" W 3551' Y1P'B 1 1 "~A" wAAa,a ~a°1~ / / N 28°42'22" E 1058' WA8 SEII-AW2 N 2q°42'09' E 3528' WAA33 514°49'45' E 1268' WGA2 s 21 ` WAAe y b / °05'02" w 1859' I wAA, / / HAL J. THO N II°4139" W 9.00' WA4 ° 5 51°42'44" W 3494' 5EI2-AW2 N 01 5851 W 24.06' WAA32 WGAI ° U! wAe , / MP50N, JR. E 5 53 5114" W 15 4' wane ~ ~ ~N' ~ 5EI3-AW2 N 42°31'40" W 14.58' WAIO 5 82°54'55" W 5321' N 37'3635' E 24.42' fHOMP50N N 57°18'28" W 15.80' WAII WAA31 7 , ",~i'r'r'r1f'`' wGl 2 N SHELIA L. THOMP50N r wAS wn.AS N DB 3168, PG 64 t / y PG 64 5EI4-AW2 " N 48'55'45` E 17.10' 5 q 0301" W 2gbq `,ti ~ r~A~o; N ~ wA4 I 1' wAP4 1,15 ~ ~ ~ ~ AGL-4191-439-66 -1 1439-bb N 08 1251E 9.15 WAI2 ~ `-~I`s'~ N 12'14'41' E 3236' S 77°11'02" W 31.48' ~ °•"'°'ti I ~ ~ / / EIP m KENNETH P. HOLT ~ m '"A3 WAA3 / ~ / JULIE B. HEPNER and husband o a _ N Ib°02'48" W 21.42' WAI3 ~ ~ ~~{ri~$S10~ 5EI6-AW3 N 48'22'04' E 2033' WAA28 N 80 1616' W 29.13' ! PO 9 DB 3221, PG Ise Z wAA; / ~ ~ THOMA5 A. HEf=NER WA _ _ s- wA 16 / / SECOND AGL-4 191-460-10 x, ~ iV D8 31g4, PSG 46 3 ~ N 63°36'24' W 13.12' WAI4 Q ! ° ~ SEI7-AW3 N ?7'29'18' W 31.44' ; r. 556 0335' E 2464' wAA2.1 SEAL 1 r~' LIB ~ ~ w ~ rz~~ LIB ~ / ~ IP ~ Z ~ AGL-4-191-439-Oq ~ SEIB-N"B 5 65'3'154' W 11.04' WAIS 553°47'46" E 2 I ' S 23'46'42" W 23.78' ~ ~ Jr•3~~„rr Q': N ?2'25'11' W 32.74' WAIN 8' 6 WAA26 " s:z ~p~ ~0 I,IA ~ $ Ns STREAM 'B 5 13'4672' W 927' WAIL 5 62°55'17" E 20.11' ~4A25 5 29°0025 W 26.11 : ^:~°"F~ 1~~~ ~ I w -1 n F STREAM AR..A. °~Qj / Q. 5E20-AV8 555°44'25" W 2561' ~'S',fl • •..S~~N•~"• FLAG BEARING DISTANGE 5 21.0436' E 20.07' 0 . JULIE B. HEFTIER and SE21-~ 5 20.21'42' E 1297 WAIB ~ WAA24 5 43'01'25' W 24 ' ~C ~ SB1-~ ° N 78'3459" W 15.42' WAI9 5 09'5614 W 20.17' WAA23 . ~ t1 I"EIP / / ~ yG-j ~ y N~ ~1 , ~ ~ ? THOMAS A. HEFNER SB2-~ 5 32 5256" W 18.13' SE22-Aw4 5 09.5679• E 5 44'20'11' W 52.72' ~ r ~ ~ /i ~ ~ FIRST E THIRD TRACT O y,;,_w~ _ ~ 12 , ~ ~ ~ ~ ~ DB 31g4, PG 46 (TIE ONLY) SE2 N 18°5132" W II.l2' WA20 ~ WAI~22 OL SB3-Wl 5 11°54'48" E 15.30' ~pyy4 5 M'5353 W 21.15 5 42.35'08' W 1853' 5 89'3239' W 1324' X21 X21 540 5q 43 W 2 I'EI ~ ~ ~ ~a•n, AGL-41 - 5 - i ( sF,.o , q~, 91 439-09 81.02'22" E LNG / . ~ 564 W9 5 87°15'04° ~ri'~~ ~ 133 ' 1 _ 1 ~ 'f) . y1 ~ ~ ~ NIP E ~ 24 SB4-VP1 5 16'08'26' W 755' N ll 5059E 77.35 ~ ' 693' • WAA20 5 12°09'28" W 33.18' N'43'38'44' W 1253' WA22 ri i ~ ~ V I 1E •00"'3 , i ' 1 g310 40468' 79123 , ,~tM ° 5B5-W5 ° N 18'17'41' E 3166' WAA18 5 20'31'41' w 60,42' 5 12 2617" W 33.47' N 66.2931' W 15A4' WA23 .~5 / NIP ° 'E 5v5-w4 ~ ~I 5 87 13'34 E y / ~ aee~~ ~ - °0.05 I rALL 2"EIP 228 PEIP 586-W6 SE26-'~ N 12°43'28" E 22Sq' WAA17 5 21°0151' W 43.43' 5 40°4530' W IlbB' S 5q°49'00" W 46Aq' WA24 • IG RN•1 ~i ~lv-wb ,ty 76 S2 I IVi'EIP ' ' 7~~'~p,J~ ~ ~ ~ ~ ~ I ~ 145.37 ° ' b~ CT"' ~ ~ ~ ~ II ~ 11 I SBl-W7 " 5E27-AW4 N 21'0251" W 3630' wAAl6 5 44'39'20" W 5153' 5 13 5447E 30.13 N 36°03'41" W Igb3' WA25 1 (165 ~ ~ ~ , ~ ~I ~,~4-W=y~ S6e-~,~ SB8-W75 N 55°0151' W 28.63' WAAI5 N 32.01'21" E 3668' 5 16°01'40" W 2561' W II"EIP i'~ ~ Sulav+E, ~I 'f ) 1~ Q~ • ~ / / / / ~ 1011 51i',1.. y+1 5E29-AW4 SB9-~ N 86°08'18" W 41.15' ylAA14 5 ~ 34'15' E 63.99 STREAM "G" 5 39'51'07' W 28.10' E"'1 15°~~ ~ ~ ~ i ~jIN, ~I STREAM AREA: ~~-wlz + J ~y1.12 / - , ~ ~oQl'~" AID` stile-we 19012 S F " 5810-W3 504'28'27" E 19,43' FLAG BEARING DISTANGE ~ Qr 5 14°0659" E 25A6' N bl°16'18" W 19.41' WAAI3 z "EIP ~ , ~ ~ v g,~,Sw6 O'-115 Ar;RES'- a~. 1 TSeaa-nrla ~ / ~ ~ ~ / m1m H-wl2 ~ ~ 5E4 SE4W4AW4 SBII-WS 5E91-AW4 5 21°3150" W 1399' c~l_y,6 5 34'1354' W 2138' N 83°51'09" W 1228' WAAI2 ° I"EIP sNla-~s~ seaa_Awa I SB 4 A fV 5812-W5 `5E32"AW4 5 41'31'44" W 16.63' S 46 2256 W 31.48' ] F--r N 32°1039" W 39,10' WAAII 5Ci2-V'6 ~ ~/I I I ~ SCA-WI2 ~5E4B-AW4 ~ ~ sE30-A6V4 _ ~ ~ 13~ ~ ' ~ + ~ JOHN W, HAYNES 5813-W5 5 41°05'24" f IOSI' ryE~p~N4 5 3q°01'44" W 15.90' S 08°4152" W 61.94' O HAYNES 5 28°2951" W 895' N 23°0250` W 18.43' WAAIO 563-W20 ° 5 II 53'21" W 45.18' r ~ O 1 s6~o-wiz(+ ~ ~ sE~~nwa m DB 2805, P6 3l ^ 1 I'seat-Awa _~s-Aw4 AGL-4191-43q-45 P6 3l `~14-N6 ° ° " 5 ll°1450" W 84,15' S~}_I..~ `,J N 86 5026" W 893' N 62 0353 W 4431 WAA9A a1-439-45 5815-W5 ° ~ " N 82°51'35" W 52,43' S 09'2156" W 2860' '~°O` Q b~" 1 `_'ai~ LJS' I 1 5612-w1~) I L5E4~:Aw4 SE41-AV{4 N 31 I ~SFae,-AW4 ~ SE34-A 4 N 31 4414 W 10.19 WAA9 F..i Q 5 21°59'14' W 21.71' SE36-AW4 ~ ~ 505°05'04" W 4420' 5816-W5 586°12'10' w 5,83' wAAb 5 41°28'58 W 21.92 566_y,16 ° a/ ~ SHII-1^6 ~ ~ - ~ ~ `sE4l-AW4 w I ' %13-Wlq+: ~ 5 3q 46'21^ W 2022' F...~ U SBI7_N6 " SE3l-Aw4 585°12'07" W WAA7 5 42°18'45" W 16.90' SG1-WI2 5 13 5408" W 4151' 4HIPW4~ ~ / ~ SE33-AW4 TSE29-AW4 SE28-AW4 11~ ~ 5(14-w1 ~ SEMI-AW4 5 60 2554E 9.98 32.06' ° ~ O SB18-V~ ~3~~ 555°31'24" E ~ 5 OI°19'13" E 15.19' 568-WI2 5 Iq Ig54 W 43.60 ~ 11 5e1~-w11, \ 5Ea1-Awa , -SE26-AW4 .may _ ~I 5E2rANla EIP 0 PP % sssi-Aw4~ ~ se<o-Ara FENCE P05T 5 18°5q " E 16.88 V1AA6 I~ 5814-W5 55 8.16' c~39_p,w.} ° I 5 43°20'18" W IlS3' S 50"51'28" W 2328' a ~I ~ ~ se3o-Aw ~ ~ sela-Aw3 I i , ~zl-wt ' I W,II- ~ 5E7&A{K3 5 38 4255 W 8.68' WARS 564-WI2 E-1 5 31'5235" W 1092' c~E4O_~ 5 31°51'42" W 10.60' ~"'I 5820-WB 534°5239" W 8.94' ~4 5 32 4122 W 2461 5610-WI2 ~ T ~ ~ ~~aw,•,I+~ sca2-,m 1 + ~-AwzV I ~ ~en-A~~ 1 ~z3 r~'i:~ svla-w.z ' 5 15.13'22" W 25.43' SE41-AW4 ~ 5 22°36'31" E 12.18' W SB21-W7 N 58°50'09" W 9.11' 5 JI 3134" W 19.81' 5611-WI2 rr ?h~ O SNi-V16 ~ + WJ3-AVi9~ ~ SE?~4-AW4 ~ ~ SEI6-AW3 ~1 /5611-WIO WEILANO Af<CA~. ~~~~~~'b~~~~~kkkkkk. YLIB-WJ.- 9_ AW4 ~SE~~-r1w4 ° ! ~ 4 2a 1'If Selz W4 ~ J 1+ ~ h~~ ~.E.+ = WJ4 iE 15-AW3 5 OS°38'46" E 15.09' SE42-AW4 566°51'45" E II.lO' V 5822-W1 N 08°53'28" W 11,38' 546°00'42" W 21.06' 5612-WI2 '~~g `"'Sw`~_ ~~tls~e-w~ /+/s6z w~e~~~o ~ 0.015A~kES~ ~ wn sei4-Awz ~a-w. srw-wlr., ~ was ~ °e13Awz 5 28°0235" W 2220' ~ 5823-W7 5E43-AW4 5 h5°1650" W 9.40' S 18 09 48 W 38.70' rx O1 / . y610-YllOJ WJb A C ~ ° / /`b2(rPrb =eI6AW' 1 5e5-AYCi r 1'' 5 20'18'23' E 2666' N ~°44'19" w 21.91' wAAI " 5613-WI2 5 42°05'13" W ~ 0 SB24-Wl AW4 560°49'22" W 25.98' WAI 5 74°1521 Yr 21.82 5614-WI2 2724 v. O ~ (11 ~ a 5„~ 1y-.µ;-~ x>z,-wv ~ WETLAND AREA "J" ~,e~o-A~i ' ~ I sea-AVM 1, l I_? S 51'06'13" W 22.41' ° SB~ly4 5E45-AW4 5 28 0224' W Ig24' a ~ ~ ~ ~~>s VaU FLAG BEARING DISTANCE w'~ N q1~. SHE w4~1 N 69°2f"14" W 21.09' 5615-WI2 ° ?-i a SE46-AW4 555 46 2l" W 60.37 ~"1 sr:e-Awz l~,_A~ I HAZEL W. WYRIGK o, 'ti , ~ r~~ "irN ,t,~ 1.5r,, I~n 5E30-AW4 seB Awz S 55'21'10" E 18.15' ~ 558°5136" W 1390' SGI6-WI2 rTj O ^IGK 5E41-AW4 556°32'06" W 2692' 58 N 60°4130" W 21A4' STREAM H 5611-WI ~ Sea-Aw2- ' DB 2139, PG 258 w ~ m~ ~ ~ I : ~ ~ _y 3,'y -wra W,II-AW3 - ~ I 5E'-AWZ- ~ AGL-4-191-439-44 j+ 3 1 S 30°48'01" E 5.91' 5E48-AW4 5618-WIO 5 65°28'45° W 29.68' ~J ~ ~ `~1~ ~ jlfs-<~a, I WJ2-AW2 v ~ +i-x;~:.1~, r~ 03.4, -,y, ~ li S 51 33'39" E 2565 ;4~94~ oriel -1 ~ 550°1638" W 2139' FLAG ' BEARING DISTANGE ~ " ~ F-r 5E4q-AW4 5634- 5619-WIO 590 31'58 W 12.13 z 5 34°41'28" W b.bl' " N 35°06'44" W 1363' r>GSa_w"~+i WJ3-AW3 - ~ ~ vu;~z mss-w~o,'+ 5 21°Oq'li" E 28.18' 5612-I2W SHI-~ N Ol°20'48 E 56.62' SC,20-WIO W i ~ ~ WJ4 w~ ~ wclq~l I+r,la ' ~ 5 IU'49'10" E 1224' N 03°0,251" W BSS' N 62°18'08" w 11.4T W O SH2-V'6' 5621-W7 ~ ~~>t i ~ W,G <v ~ ~i-fiva;ls 7+~sv~h-w~ \ 511°20'06" E 2059' N 08°32'31° E 2360' N 86°58'21' W 26.41' SH3-W6 5622-W6 WETLAND AREA: `'r , . 1 ° EIP ¦ RI ~ i~~ ns ' ~ V~I'f N 18 30'14" E 1059' N 44°4935" E 4161' S 66°36'56" W 1256' SH4-W6 5623-W6 w ~ 615h F,! _ 0.1,5 AGRES'- ' /~M f'+~svei wv N 39°40'20" W 31.31' -0 r N 52°I I' 3" E 19.02' S 21°41'41" W 1.74' 5H5-WS, - 5624-W6 O ~i ~ ~ ~ ~ WiE TI A u' ARE!1, WJS 0' o u n vuP , ~!:+1~Aa ~ I wib/wl~ ~r. ~ ! N 54°02'21" W Iq 19' o - N 131°Or'~'24" E 23.86' 5 21°1154' W 1953' a/ 5N6-w7' - W8 TRACT E , ~ ~ 1~ wi-AW2 I N OI°0155" E 20.71' S 51°29'11" W 31.19' W i SHl-W6 ' - 5626-WB z W ANNIE , ~,~-wl~+ ~~wu-Aw; II .I A o ; TRACT B N WATLINGTON HAYES y~~. % ~ N nl 31'il" E 32.68' S 55 58'27" W 21.17' 'z 5H8-N(1S 5627-W6 O ti i~ / WETLAND AREA I HELEN MARIE F. PATILLO ~ m U ALL BEARINGS ARE PLAT BEARINGS UNLESS N 01°49'ar w 3359' S628_W6 546°35'08' w 2792' ~ # 3612 LINK ROAD ~ ~ /~~;1~~1r'+ FLAG SEARING DISTANCE LOL.A G.F. ELLIOT ~ r _ OTHERWISE PJOTED. N .79°2 '26" w 33.05' S 56'2o'or w 29.04' YRIGK 2) ALL DISTANCES ARE H R sl+l0 ° " ~ 5 71'5254' w LOT 6, PB q~, PG 17 ~a~~-~~~;~ ;~+;%a.,_we wll_Aw2 CARL A. FOULKS etal o ~ BE551E MAE WYRIGK jl' ~ ~ ~ DB 2804, P6 823 0 IZONTAL 6RCyUND 5H11_~ N l7e 1636 w 19.h2' S63o-w1o 1O'~ 323 DISTANCES UNLE55 OTHERWISE NOTED, N 04°3 'a3" E 1853' s 7a'S9'49" w 1935' PART WI2-Aw2 "69°4ro9° E 1156' # 3614-3638 LINK ROAD q m AGL-4191-43q-15 4- Iwo a nw~ ~ N 51°01'12" E 6.25' d' 1-15 3) IRON PIPES AT ALL CORNERS UNLE55 OTHERWISE NOTED. sH12-I^G 5631-w1o " DB 1728 PG 400 w~~~=L;~a~~ W13-Aw2 LOTS 2 ~ 3 PB 25 PG ~ 32 ~ 3 +,~~4_ wio i 4) CURRENT LAND USE: VACANT d RESIDENT ~i~l,,~ N 33°335° w 11.75' ~2_~ 5 29'2131 w 31.09 IALJPASTURE N Ob°I '13" E 37 S 15.0032" W 1666' AGL-4-lai-460-24 ~~-A~ ~ DB 3775, PG 522 ~%~~~ti,~ 5) PRECISION I:IOp00+ 5,414-NB ~ 5633-w7 u _ N 2°4.13'00" E 22A3' S 46°20'18" W 10.94' S.Q88 AGRES ~"~~i~~` TAX REF: AGL-4-Iq1-43q-6 I ~~a I" EIP 6) AREAS: TRACT A 31.312 ARRES± 5H15-W6 - s63a-w9 TRACT '~B° - 24.681 AREES± SHI6-W6 Nis°25'21" E 12.70' 5635-WIO 540°00'11" W I9b4' a (VACANT ~f 24.681 AGRES ~ _ o ( CANT) ' ~ _ N I°30'44" W 2298' S 27°20'43" W 36.10' SHII-W'T 5636-W7 N ~h8°02'45" W 12.11' S 17°0931' W 3895' Q ~--as-WI,TI+( I ~~J ~ - TH15 MAP 15 FOR WETLAND DELINEATION ONLY. t~ 5HI8-Y'Yi 5637-W6 THIS CERTIFIES THAT 3 BOUNDARY SURVEY PERFORM ~ JURISDICTION OF SE ED BY GPT ENGINEERING I ' ~l ~ :RTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE 5Hw-v6 N '1730" w 1553' 5638-w1o 5 13'55'49" W 4922' IGTION OF SECTION 404 OF THE GLEAN WATER AGT AS DETERMINED BY THE UNDERSIGNED N b9'2o50^ w 4294' S639_wlo s 32°1254" w 3796 SCALE. 10 ' I ~ ON THIS DATE. UNLE~ d SURVEYING, INC. ~ae_wP~ II i DATE. UNLE55 THERE IS A GRANGE IN THE LAW OR OUR PU$ I H 5H2O-~' ° 5 •I ' 0 L 5 ED REGULATIONS THIS ~ N 06 0131" w 3123' 38 913 W 3931 ° ~ ~ J05EPH E. ALLEN IV ~ fICTL[JAAIAIATI~AI , -THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS EXCEED FIVE YEARS iuvn i lulu Ur 7CU I IUN '+U'+ JUKI5UIU I IUN MRT tit KtLItU UPON FOR A PERIOD NOT TO "N 07°08'34" W 3357' 5 11"0322" W 15bQ' 05 3-160, LINDA M. P6 2126 ALLEN "'vn i lulu yr AND/OR RIGHTS-OF-WAY OF RECORDED PRIOR TO AG ~ L-4-lq 191-439-46 GORPS OF ENGINEER FIVE YEARS FROM TH15 DATE. THI5 DETERMINATION WAS MADE UTILIZING THE K151 s1122 W3 sbal-wrj s 20"11'22"E 36b3' DATE; 12-21-01 OF ENGINEERS WETLAND DELINEATION MANUAL. 5642-W1o DATE OF THIS MAP. ~cr I_,~~F GRAPHIC SCALE 5 45.46'45' w 2854' 5643-H5 - PROJECT; 0?q-01 O~ PI. P6 321 14"EIP o - THIS MAP DOES NOT MEET N.G.6.5. 41-30 MAP STANDARDS 5 87 305q" p-r 1017b2' 233.45' NAME: 5644-WI2 s 14'4b30' W 44.18' NAME: goo 0 50 loo 200 400 AND 15 NOT FOR RECORDING. 87 5221 f gb8bl' TITLE: 5 26'16'03" W 20.41' 5645-HO DRAWN BY; JAH, MV " g e " TRACT "G _ EIP «s RESaR ,7 v - WETLANDS WERE DELINEATED BY ENGINEERING GON5ULTIN6 TITLE: x646-we s 01'1456' E 59.15' CD SERVICES LTD. BRIARMEADE, LLG 4q.01' 83.51 13gg4' 5 1703454" W 3653' a DATE: DATE: (IN FEET) 5647-m inch = 100 ft. SHEET 2 2 CON-TRACT SHEET OF ' ~ \ i ~ ~ ~ SAS , rr ~ E, r I f m rn r ~ I ie~zo ~ l~ p Icy , / i I Z p ~ ~T I~ r i N 1 ~ , I m ~ \ ~ r ~r ~ r ' ~ ~ ~ I 18 0 99 ~ ~ ~ RIP-RAP APRON X43 p~ r \ I r, ~ 1 REINF. GONGRETE i I ENDWALL - NGDOT ~ ~ I STD. #836.28 (MODa rr r ~ ~ - ~d - 1 r rl I / 1: ~b ~ c~ ~ 1 SEE SHT. 12 FOR ~ r r O~y~' ~ ~ ' ti ~ N r r! PLAN d PROFILE y I I r. 17+28.84 _ _ - OF PIPES 43a d 43b r r - rus ru PG~STA O 21+55 / r ~ I ' ~ r r + I 1 2 0 I 2693 R+ l I ~ - r r I N ~ ~r r ~ i, ~ INT TO PT '0 may' ~ ~ R=440.00' ~ 1 26+30 ~ ~ 6os l ' rr ~ I - T~_ 60, END CURB d GUTTER - rr r 0 ~ ~ ~ L=126.8q' 17 0 ~ ~ 'P BE61N 50' TAPER TO SSMH #4l 0 c ~ r ' ~ ti ry PG TO INT i i ~ ~ Tan=63.8q' - ~ ~ - N M M tiQ--__ M C,p a`T' ~ EXIST. SURFACE EDGE r r ~R M STA. 30+q5 rr r pus R-440.00' I ~ ~ Delta_Ib 31'23" ~ 9AN. 0+76 ~ ~ L=241J0' PG TO PT I ! C,hD-126.45' ~ ~ M 9~N' M 0 / r r M ~ 'Jb ~ ~ ~ 'S .402 / a r ~ Tan=121.23 R=440.00' ~ GhB=N44 3444"W 0 ~ zs~ss N6 Q Delta-32°15'16" L=314.58' ' I ~ # M - w ! ~r r GhD=244.44' i I ~ FIRE HYD 55MH 46 Tan=lgq.4q' ~ 0 " --w~~ ~ \ to I r w ~ 0 r i 2T+0U~ PG TO PT I f r ' GhB=N20°11'25"W Delta=48°46'38" i ',GB #5 ~ I~# STA. 24+08 may' ~ ~ - ' ~ R=440.00' _ \ w cn r GhD=363.31' ! 9TD. #402 TD.'~#4d2 8"Xb" HYD. TEE ~ ~ 2a+ae R ~ , ° I b" GATE VAL. 5~~ ~ L=286.41' ~ - A ,0 l 30'R i rr ~v r ' Tan=155.20' ~ fl (TYP) r r GhB=N28 21'06"W 15^ GP i N. ~ i ti ' " 9~ ~ Delta=38 51'30" i r 30'R s+2 - REINF. CONCRETE FIRE HYD. GB #2 ~ 'h r : TYP 8" - ~ ~ ~ - ~ ~ ~ ~6+2 S ~ 1. ~ ~6a w ~ N' SF wis ~ _ _ „ ~ 4 ~ ~ zo GhD-282.72' w 2q+Ol STD:~402 r ( I 4y~ 22+13 NU5 - - - - - - / ~ 5 n ~ I GhB=N33°24'40"W ENDWALL - NGDOT ~ 8"X6" HYD. TEE r STD. #838.28 (MOD.J 6" GATE VAL. 2 ~K~ r 22+36 ~ V w / w~~~ ~ ~ ~ ~ N 30'R ie ~ 25x52% C` I F.E.S. #3 ~ r r ~ ~ X24"X6" T.S. ~ r r ~ C ~r d VALVE rr r r S , w ti (TYP) 55 H #45 ~ ~ ~ ~ s VUS' ~ S 1 w ~ .1 21+24 _ 8o SA ' N.5 ~ ~ ~ ~ RIP- P PRON #2 ~ r r ~ 1 r " 0 E RN ~ 1w A N (SEE D TAI SHT.) ` r ~ r rr N END CURB d GUTTER - ~ rd s r BEGIN 50' TAPER TO ~ r +w `I~ ~ ~ b 0 w ~ s I- i i 0 11 0 X T R r r ~ EIS . 5U FACE EDGE r r r rv5 0 w ~ c9 + ~ _ W ~ - ~ 1 iS 2101 w ~ I ~ STA. 30+q5 r ~ r r ~ 50 R/W ~ ~ r r r . 1 " GB #'7 w!s' - I 30'-0" PF 1 r r r ~ r ~ r' _ TD. #402 _ PT 5TA 15+61.41 - 22+3a - 6.. 5'-0.. 4' 15'-0" ~ 15'-0" 4._6.. 6.. ~ r rf r ~r r . .BOLLARDS ___~+es s\ i i ~ 6 2'-0° 26'-0° 2'-0.. 6.. r r r r ~ r I ' GL EQUALITY - - - ~ ~ ~ ric vc ~ ~ 8"Xb" GR055 GL EQUALITY S ~c ne.26 ~ r81q / (2) b" GATE VAL. glpE_ I SURFp,G~ (I-2 51pE_ ~ r END POT STA 31+IU.g6- POG 5TA 23+51.15= \ ~ I (I) 8" GATE VAL. O ~ wAt.IC 1.25 5URFAGE I I) wnuc r GL LINK ROAD C(~. 4SK 6.. ABG A 1 2.60 % SLOPE 4% ~ 1 r r I POT 5TA 15+g5.18 y ~ ~ ~ ~ 1 1,1 EIP STRIP n c ~ 5TRIP r ~ ~ / ~~c 1 GROWN I" BELOW TOP OF CURB eiP ~ r rr r r ~r r I 00 ~ fi ~ / ~ r r r ~ r ~r r TYPICAL RDAD SECTION r !NOTE: 5Q. ~ I - ~ N.T.S. I r ' OF WIDENING OR r _ , r 6 ~ i r r` i LE55 WILL REGtUIRE NOTE: ~ i ~ r ~ ~ ~ F D PTH ASPHA T / r ~ r ULL E L SERVICES THAT TIE INTO MAN- ~ ~ 1 HOLES MUST DO SO AT SHELF ~ r~s \ ~ 1 r ~ it ~ ia±~w ~ ~ ~ ~ ~ i ~ ~ ~ r ~ it r r ia~o r r I ~ I ~ - - - I I I - _ - i ~ i i - i i , 1 - I ~ - - - - - - - - I i , ~ -y _ i ~ _ - _ _ - _ - - - - - - - - - ~ i I i I ~ i - - - _ _ _ _ - m - - - - - I ~ i l 1 - 1_-_ - f ~ ~ 1 ~ I ~ i ~p - - I 1 - al - - - - _ _ , ~ ~ I I - _ 4 ~ - - _ E s _ ~ ~ - i i ~ ~ ~ ~ - - _ ~ ~ ~ ~ ~ ~ _ - - _ _ - _ _ I = ~ r t I_ ~ ~ ~ ~ I Q~. - - ! i - - ~ 1 ! 1 ~ ~ - - z i- Z ~ - _ - - ~ _ - - - - - _ - - ~ ~ ~ I _ _ _ ~ _ ~ - ~ I _ _ - i - - ~ r i 1 i H _ _ 1 I ~ - - - - - ff ~ A . = ~ _ _ , __1 _ - - _ , I i : _ ~ 1 ~ i I _ _ - - _ - - - - I ~ I O _1_ _ _ _ - - - - I I~ ~ i I I 1 I 2 ~ G, _ - _ v I ~ ~ I I i i - - - - - _ r - ~ _ I - - - - - - - T - ~ - - - I i , ~ - - ~4_-- - _ - t _ _ _ z ~ _ _ ' . _ ~ I z I r 3 _ _ - _ - - - _ - _ ~ _ _ I - - - _ - i ~ _ 1 - ~ ~ - - _ - j I ~ - - - - I I I - - _ - - - _ - _ - - _ - D - AR 3 1~ - - - - - - ~ ~ - - - - - I - - - - - f -I ~5 ' _ - - ' ~ ~ ~ ~ ~ ~ - ~ _ - - - - - - - _ _ - _ _ _ I I ~ ~ _ I I ~ ~ I ~ _ _ - - - _ _ _ - I I I ~ 1 1 - - - - - - 1 - - - - - - - _ z - - _ - i ~ j - i - - ~ ~ ~ ~ - - - - - _ - --i---r- - ~ ~ 1 1 , _ _ ~ ~ ; I - + ~ ~ ~ - - - - 75 _ ~ _ T , GL LI d ~ • _ ~ ~ f ~ i j iN1 I ~ ~ ' i l - - __C _ i I +4 16 I ~ ~ I r _ I < ~ ,p I ~ ~ 1 i I - - I , I _ I ~n - - - _ I I i - - - - ~ i - _ - _ ~ - ~ - 5 I 7 O I t 1" P - - - R I ' ~ - - ~ - ~ 1 L1 ~ ~ - _ _ - - i - - _ - _ I I - - _ - - i C ~ 1 ~ N _ - - - cow * - - - 'I - _ _ _ _ - - - - - - - I a 1 _ - _ _ ~ - ~ .4 ~ U F _ - - - - - - - - - - - _ _ - - _ i I I cv ~ 5 - - - o ~ - ' r I~~ Q I o - - - cv ' ~ r 1 l_ _ ~ L V p _ - - _ _ _ - ~ I I ' G i i _ - _ _ _ - _ _ < - - - - _ EXI T. ~ - - _ - - - - - _ ~ I ,7 0 - I C1 5 i ~ 1 - ,0 . , I 334LF. 1 i ~ ~ 51 I - - _7i I 15 P ~ -l-- -1 - _ 0 cn z ~ - r~ _ BR AR DR I i ~ ~ ~ 1 - w _ - 1 A cn ' ~ a t. ~ ~ I ~i 1 ~ ~ ~ - _ cul m - _ , ~ ~ I _ I I_ - I ~ ~ ~ g cw ~ - - - ~ 1 - a i ~ ~ _ ~ i ~ e I ~ i ~ I ~ I ~ : - ~ i 1 0 ~ 0 0~ 0 0 0 ~t - - I ~ , r r .r .r _ .r .r .r -Qr .rn fir. ~ _ - - ul i4 _ ~ • tv : ~ I r I 9J - ~i ~p ~ ~ ~ w ~ ~ r - r~ _ rr r r rr _ r -rr _ r rr-- r r r r r ~ t~ r _ _ r - _ ~ - rr _ r r ~ rr ~ r I ~ ~ ~ ~ ; r ~ I , (ll Prepared by: 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 IL, 26+50 27+00 27+50 28+00 28+50 2q+00 2q+50 30+00 30+50 31+00 31+50 U) REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT n. AS-BUILT AUTH. DATE BENCH MARKS JOB NO.: 079-01 CITY OF GREENSBORO F DESIGNED BY: JAL ENGINEERING DIVISION CPT 0 20 40 50 120 5/24/02 PER C.O.G. ENG. ROADWAY EN6INEERIN6 AND 5URVEYIN6, ING. LAND DEVELOPMENT C A& LTIN6 5/24/02 PER C.O.G. E /C SEWER CONST. SURVEY BY: CPT BRIARMEADE SHEET NO. 3935 BWAN JORDAN PLACE - SUITE 131- SCALES: 1" = 40' HORIZ. & 1" = 4' VERT. H16H POINT, NC 7120 6 20/02 PER C.O.G. ENG. WATER BRIAR RUN DR. FROM 307' SOUTH OF PHONE, (336) 812-8800 - FAX ) 812-8180 CHECKED BY: CPT THROUGHBROOK GT. TO INTX. N/ LINK RD. n 7 OF 20 . SIDEWALK ---r SCALE: 1 = 40 H, 1 = 41 V STA. 20+50 to STA. 31+10.88 11 Moy 2000 11:14:09 C:\powers\CADD\0utsids.pro r. CONTRACT SHEET NOTE. SERVICES THAT TIE INTO MAN- OF HOLES MUST DO 50 AT SHELF I I I i 21e45 45 50' R/W I ~ - - ~ ~ 1 30 -0 FF ~ ! 5 52 t I b.. 5._0.. 4~~~~ 15'-0.. 15' 4~$~~ 5._0.. b.. i ~ PG - t' PG TO INT ~ ~ .a D vvs ; R=4' R=440.00' ~ W I b" ~-0" I 26'-0" 2~-0° b" \ 21+b1' I L=2 I z L=241.70' f z Tan=12123' ~ ~ ~ = 3. slue- I" SURFAG~ (I- 51~. I Tan= " ~ Ww.K 125" SURFf~GE I-I) wnt.K \ I I Delta= 4% t' m ~lJT 4S5 ~ 2.60 ~ S ~ - Delta-32 1516 (p ~ 5R~ 6 ABG L 6RP.56 9~1 I I GhD-. GhD=244.44' t(1 a EIP STRIP 4 a a 5TRIP eIP F/~ / I 0 ZZ I GhB=Ne r- GROWN I BELOW TOP OF GURB II ~ I GhB=N2O°I 1'25"W I ~ ~ I _ I ~ ~ / ~ ~ ~ I I I I 2223 i I I I I~ I I II ~ I I N.T,S. 1. ~ I I I ~ ~ REINF. GONGRETE v~l$ ~ 22+96 PC ~ ~ ~ f2+~36 PG TO PT 1 _ _ ~ ~ ENDWALL - NGDOT 22"~ ~ R= ~ R=440.00 , - ~ `w/s 18+74 STD. #838.01 (MOD.) / l ~ L= INV. IN: "155.50 ~ cp Tar - ie+2o _ _ ~ L=314.58' Tan=19q.4G' ~ ~ _w+sl / 22 sl ` Delta ~ Delta=48°46'38" 1 - a ~ ~ ~ GhL TEM RARY - I RIP RAP AP ON 8 I ~ ~ ~ GhD=363.31' ~ ~ 55MH #53 l ~ GhB-N TURN AROUND (d,l!_) v;, ~ ~ GhB=N28°21'06"W - ~ la e7 STD. 502 - I ~ GL EQUALITYI 1 rn 1 ° GBl #6 1 % N• SERE / - - - - POG 5TA 23+ 7.15 A 2 W/5 VUS ~ yy/5 - _ / . #402 ~ ~ ~ ' 55MH X54 n+72 GB #10 12+~ - _ POT 5TA 15+q5.1 /S~ io+sa n+la - - STD. 402_ _ - -_F.E 5. #q Q _ 1 ti. rGZ Fq W/5~ F~ ~ M VU5 ~ ti ~ - ~ y MFNr~ p ~ N - 0. _ 1 GBH ~'1 „ ~ rlc , ~ Nl~~GB #5 i ~ _ - - - - - ~ '!10.32 55MH X43 I - w 55MH~#44 STG # ~ 2 5 #402 / ,n ~ - ' - - ~ , M ~ - 8 SAN. SEWER _ 0 N GB ~8 vUS~ b -i STD. #402 , ' 14+ae - ~ _ ~ 4 ~ ~ ~ '0 - ~ ~ ~ ~ 19+76 ~ ' \ n so NUS ~ - - ~ p b" WATER I E p 30 R II ~Q M M ffi M A M M 30 R S C`, ~ 6, g„ 16iaa , 2~+U9~ M ~--'0 M M ~ U~~ (TYP) M ~ M O ~ 'C~'~ U~+~ 1 rTYP1 s 2 / ~ ~ PG TO PT ~ A S,~~ ~ Y ~ R=300.00 '9 ~ SF~ # - ~p/ STD. 402.__..___..-- - - M ~ lS~~ \ rb5 ~ sf' ~h - F ~ GB #4,- ~ ~ L-380.32 R~ ~ R - \ , q~ ~ ~ • 14+89 ~ / W/5 W/5 _ \ H Cp / , ~ 5Ti5. #40 ~ N ~ Tan=220.52' Gyp ~ Q, ~ ~ INT TO PT ~ Delta=l2 3808" ~ r~- 10+60 11+20 _ - _ - - ~ / - _ _ - - 11+80 ~ U1 - , 8, ~ ~ i Tlc II 5EE SHEET 13 N S ~ SMH X45 R=440.00' Q - ~ ' , ~ `~21+a2 GhD-355.36' , ~ vc 6" PLUG Vy/ FIRE HYD. - ~ ; new SMH X45 ~ L=126.8q' - ° ~ "W ~ ~ ~ti 16ssa FIRS HYD. GhB-N8G 03 35 Tan=63.8q' p , ~ BLOW-OFF 11+25 FOR PIPE X42 ~ ~ ~ ~ ~ V , ~ ~ ~ , ~ ~ A55EMB Y I "X6" HYD. TEE F.E.S. PROFILE + ~ ~ ,i4+~, ~ ~ ~ L b X12 m ~ ~ I~ ~ ~ ~ , STA. 24+08 ~ 55MH X55 _ 8°~Cb° HYD. TEE Delta=l6°31'23" 1, I I b" GATE VAL. ~ - >3 ~ I rUS R (n, ~ ~ V/ ~ RIP RAP APRON II ~ 14+60 ~ •nc b'~ GATE VAL. GhD=126.45' ~ I I ~ ~ na.w---,_ \ hB=N44°34'44"W I ~ - k G ~ ;r/c 21453 Q A ,v1.a~ GB X13 ~ INV. OUT: 153.50 I REINF. GONGRETE Q ~ ~ rlc~~ ~ ~ ~ nc roc 6 ~ ~ / ~ ~ ~ 'q - d- ENDWALL - NGDOT - ~ ~ ~m•~ ~ ST . #B I RIP- P APRON #42 / PG TO PT ~ / i ~ ~ D 38.0 (MOD.) R=300.00' ~ ~ \711.99 0~ \ ~w/s \ 3~b2. 403 n x 21+05 ` O ~ Y 1645 ,~P r~ v I ty a L=258.16 ~ nc ~ 8 Xb" GRO55 ~ ~ ne.w ~ -0 ~ ~ rlc , ~ ~ f PT STA 21+Oq.lb ~ \165.24 ~ N I Tan=137.68 ~ (2) 6 GATE VAL. ~ (I) 8" GATE VAL. C ~ Delta=4q°18'15" ~ ~ ~ S ~ I I ~ ~ ~ s / ~ wis; . ~ ~ \is, ` / I / ~ was ~ o ~s„ ~{1 GhD=250.26 ~ ~ y ~ \ 21+bh 21+69 I ~ GhB=52q°58'13"W ' ~ ~ i PG TO PT ~ R=300.00' ~ I ~'a+6o _ / - H,~ ~~A 4~iq~ ~ - ~GF / / L-258.16 a d bb ~ / /c ~ u ~ / ~.m.~ Tan=131.66' a ~ ~ ~ / FIRE HYD, / ~ / ~ \ / / / Delta=4q°18'15" ~ . ~ ~ ~ / / 21+5q 1 ~~N \ ~ \ b" GATE VAL. ~ T ~~ld~d ~ / / GhD=250.26 ~ ` / ~ 1 \ ~ ~ ~ _ I A / / / ~ GhB=52q°58'13"W ~ / ~ ~ \ s ~ ! I I i \ ~ti S ~ ~ , ~ k ~ ~+s~~ / ~ ~ / ~ ~ i ~ ~ ~ / / / ~ ~ C, ~ / ~ ~ ~ ~ / s ~ ~ / ~ ~ ~ ~ ~ ~ \ - - ~ ~ S ' ~ ' / / ~ ~ 5M ~ ~ ~ ~ ~ / ~ I ~ ~ - - _ _ I ; ~ I - _a -_L fi - - ' - - - _ I , ~ ~ - - - - ~ _ - - - - - - - - I i I 0 I - - - _ _ t tt` - - - - - _ - , - - - - _ _ 5 I I I F _ _ _ - - - - I I _ - - - _ - - - - _ - - - - - - - ` - - - I 1 I I I I ~ i i - j - 1 I I ~E I ~ I 1 ' I ~ ~ - IA RI1 : ~ 5 d5 - _ - _ _ _ 1 I I I i - - _ - - - - - - - - - _ ~ ~ I ~ N - - - I ~ I - - - _ - _ v - - - _ _ - _ - ' - - i - _ ~ _ - I I ~ 5 ~ - ~ ~ r I i - r- # - I Tft = _ - --_..1--- -i-- ~ ~ OI 5 A -fl _ _ I - - - - _ 1 1- - - - - i I I ~ - - - - _ - - - _ _ ~k_ - ~ - -1; - - I = SI. - I = z ~ ~ - - - - ' ~ I I ' ~ I - - • ~ ~ i - I - - _ - -z _j - ~ _ _ _ . 3 _ ~ 2 ~ G - _ - ~ - - ~ - - - - - 1- - , - - - ~ _ TA. 18+ O " ~ - ~ - - - - _R m - - - - - ~ R - - - - - - 5 - - - - - - a~ - ~ _ - n~ _ _ _ - - _ ~ ~ - ~ - i ~ _ - - _ ~ - - a - - - - _ 1 - r _ _ ~t _ -us - - - ~ i . - - - ~ ~ I- - y - - - - ~ - - R - - - - - - - fii i ry p - ~ - 4 - _ ~ - - - - _ - - - - - IAi - fi - _ - _ - _ - - _ tr ~ TA L- 1T T - - = fi - - - - - - -R - - _ _ ~ - ~ _ ' - ~ 0 x _ - _ y I ~ I - . I ~ -11.81 - - - - - _ _ _ _ ~ ~ I - ~ - - I ~ - - - - _ _ _ - - I I I - ~ - _ _ _ - 2 N TA 1 - - - ~ - _ - ~ - I r _ - NV. N 3 ~ -'1 U - 4Pi N~ - z I 0 51 _ s NV. l - - - _ r- } _ z I ~ - _ n~ ~ _ _ - a~ - 5 ~1 0 ~ 7 5 - _ R LJ - - - F-. - _ - _ - - _ d _ - r_ ~ - --O 0 't . I v - _ tii I - 0" _ _ _ i M - - - ry - _ - - - - - i I _ _ - - . _ - - - - - C 1y !1 I iJ ~ ~ I5" a - - - - f J p _ _ - _ I - ---K _ - o _ - k 0 t6 _ - r~ I. - - - ~7 - _ `T LF. i - fs' o- - - ~ ~i~ - - ~ - r,~ _ - _ _ _ - - - - I - - 0 - _ - - - - - - - - :l4 - - i - I ~ ~ I ~ ~J - 5 a~ - _ - I I-.f-. i ~ - ~ ~ _ ~ - I ~ l .F, 1 - _ - I - - ! ~ - ~ ~ I , - P.. l + . , I - - ~ - - I I ~ - . a o - I _ - - - - - ~r. I~ - - i -r - ~ ~ _ ' m m - _ - r - r _ _ _ _ (TP _ _ - _ _ tv ~10 ~r ~r u~i~ u~$ ~r ~ r ~r ~r ~r ~r ~ ~ ~ cfJ _c6 c0 ~ ~ 1` ~ r ~ ~ ~,.I I ~ r r r r r - - - - it r Prepared by: 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+50 11+00 17+50 18+00 18+50 ICI+00 Iq+50 20+00 20+50 21+00 21+50 22+00 REVISIONS TYPE CONTRACT CONTRACTOR AS-BUIL AS-BUILT AUTH. DATE BENCH MARKS JOB NO.: 079-01 CITY OF GREENSBORO F DESIGNED BY: JAL ENGINEERING DIVISION (~pr 0 20 40 &0 120 5/24/02 PER C.O.G. ENG. ROADWAY ENGINEERING AND 9URVEYIN6, ING. T' LAIC DEVELOPMENT COMLL71N6 5/24/02 PER C.O.G. E /C SEWER CONST. SURVEY BY: CPT BRIARMEADE SHEET NO. 3935 BRIAN JORDAN PLACE - SUITE 137- SCALES: 1" = 40' HORIZ. & 1" = 4' VERT. 1416H POINT, NC 27 16/20/02 PER C.O.G. ENG. WATER PNOW.- (336) 812-8800 - FAX ) 812-8780 CHECKED BY: CPT THROU6HBROOK GT. FROM 5a5±' N.E. OF INTX. W/ BRIAR RUN DR. TO 574±' WEST OF INTX. W/ BRIAR RUN DR. 11 OF 20 1SIDEWALK SCALE: 1" = 401 H, 1" = 41 V STA. 10+00 to STA. 22+00 11 May 2000 11:14:09 0:\powere\CADD\0uteide.pro .,,~.....,~s~,- ~ niT n ' GT (1 ~ T r" r i i QF / / \ / / \ \ 60' R/W ~ ~ / ~ \ ~ D 4.5' 6' NEW p~N~, WIDTH VARIES ~ ~ Y / / ~ 1 v vARI q.~' ~ / ~ 5PN' Y'~R/ ~ ~ / \0 N, / p' SP / o w ~ ,s / ~ / \ / i 3;~ QX ~ / ~ w w EXIST. PVMT. ~ ~ k• / ~ % ~ ~ 3~~ ~ - pVLL ~ ~ , !i - ~ ~ ~ WIDENING 5EGTION 1 I,. I_2 NOTE: IN AREAS TO Bf , SURFACE WIDENED LE55 THAN 6' ~ - - ~ GB #I STD. #402 ~ 2' H BINDER CONTRACTOR TO USE A 10" ABG 5TONE BLACK BASE. WINTER 1 ~ ~ CONDITIONS REQUIRE BLACK BASE IN LIEU OP ~ \ . , ~ v~ 10" ABC. _ - ~ ~ ~ , I BRIARM~ADE RD. WIDENING S~GTION ~ c ~ ~ ~ NOT TO 5GALE \ ~ ~ ~O GB #7 STd. #402 ~ ~ ~ ~ ~ ~ ~ ~ O ' / ~ ~ ~ ~ i A 2 p CENTERLINE INTX. i Xp , ~ - ~ i BRIARMEADE (STA. 3+55.46 ~ p ~ - \ i ~ i REINF. GONGRETE ~ \ . END - N \ WALL GDOT PANARAMA (STA. 10+00.00) i ~ ~ I ~ p # F.E.S. #3 STD. 838.28 (MOD.) - ~ ~ P ~ P ~ q~ j - ~ - L=65.65' i ~G INV, T:144.OO ~ - 11 ~ (P I- - U~ . _ 1 Tan-3 .96'~ ~ ~ ~o ~ ~ _ _ , ~ delta=l2°32'16" ~ , 3+0~ ~ ~ ~ I . ~ ' GhD=65.52' ~ ~ ~ REINF. GONGRETE \ O RIP-RAP ENDWALL - NGDOT ~ . BE61N ~ Op / ~ , ~ GhB=N32°22'00"W , _ , ~ STD. #838.28 (MOD.) APRON#43 / ~ 150' TAPER ~ ~ ~ II b0 RG i 2+00 ~ ~ /T~ = ~ ~ ~ _ _ , M H. 23 ~ - - - ~ ONLY) 8,, _ 1~~ - _ ~ iae~ SSMH X68 °41,25" W ~ I / / 5 44 S ~ ti b0 RG ~ 6.23 i 1- _ _ ~ 2O'R 3 BEG. CURB ~ 1. ~c ~ ~ INV. IN:145.OO BEG. CURB d GUTTER ~ 1 d GUTTER X ~ R ~ z STA. 1O+29.Q ~ X 5 , iaa~ _ STA. 10+55.5 R~ I f _ _ _ _ p-r ~ w FIRE HYD. , - STq 10+65,65 N STA. 10+35 ~e O i~ 55MH #41 END TAPER z 8"X6" HYD. TEE ~ 6" GATE VAL. BEGIN FULL ~ N z TURN LANE 8" PLUG i ~ STA. 2+32 i O +I HEINZ W. E~UH i JAM E5 U. ~ 1 V ~ ROBT M. ~ / ~ DB 141 _ 0 P6 434 JE~NNE L. 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T.... ~ - _ _ 1 1 rc- Vvly I RHL I WN I NAU I UN A5-HUIL i AU TH' D) AU TH. DATE BENCH MARKS JOB NO.: 079-01 O 20 40 80 120 EN6INEERIN6 AND 5URVEYIN6, ING. ROADWAY CITY OF GREENSBORO mmummm-momw LAND DEVELOPMENT G49N5uLr1HG 305 BRAN JORDAN PLACE - SUITE 131- SEWER DESIGNED BY: F JAL ENGINEERING DIVISION UH16H POINT, 14G 21265 SCALES: 1" = 40' HORIZ. do 1" = 4 VERT. PHONE: (336) 812-8800 - FAX ) 812.8180 WATER CONST. SURVEY BY: CPT BRIARMEADE SHEET NO. CHECKED BY: CPT BRIARMEADE RD. FROM 355±' N.E. OF INTX. OF PANARAMA SIDEWALK AND BRIARMEADE TO 45±'5.N. OF INTX. 12 OF 20 SCALE: 1" = 40' H, 1" = 4' V PIPES #43A d #435 250±' SOUTH OF INTX. OF LINK d BRIAR RUN 11 May 2000 11:14:09 G:\powars\CAD0\0ulslde.pro CONTRACT SHEET OF I ~ 1 ~ I j ~ Q- ~ , . ~ '1 ~ I _ Ut B #2gal ~ ~w w ~ 0 ~ b ; 5 D. 402 nwr,am, ~ A ~ ! 1 I ~ r~w~n ~ 1 ~w STS. 15° 12GP STD.'~402 a \ 1 I rn z ? ~ ~ ~ ~ ~ ~ ~ 3o'R ~ 1 I l0 U.E. (TYP) ~ rn ~ Q i ~ rn 1 i ~Q I Z ~ I o z 0 # ~,P';. ry ~ 00 F.E.S. 12 ~ l T 0 5 H #48 I, I 320 f FROM PIPE #42 I - ~ ~ ~ ~ ~ ~ j I TD INTX. BRIAR RUN T ~ _ GO I \ I W l I j d THROUGHBROOK ~ ~ ~ RIP-RAP APRON #I I ~ ~ I I r 3 Op - - - - I MH #61~ ~ ~ I # RIP-RAP APRON #41 I ~ O S M 68 ~ ~ I r ~ ~ ~ ~ I I 7 I I . 't # ~ 't # ~ `d REINF. GONGRETE ~ I REINF. GONGRETE 564 FROM GB 13 ~ ENDWALL - NGDOT I IP-RA APRON #13 TO INTX. BRIAR RUN ENDWALL - NGDOT 5, #42 GB;#41 ~ I 64 FROM GB 15 ~ ~ d THROUGHBROOK ~ STD. X838.01 (MOD.) I ~ I l STD. X838.01 (MOD.) ~ INV. OUT: 753.50 I z 165'± FROM GB #26 F.E. 41 STD. # 2 I TO INTR. BRIAR R1JN I d HIRANK COURT TO INTR. PANARAMA I Y.I. #14 _ _ _ _ 42 ,,/INV. IN: 156.00 - - - ~ ~ I FB 21 d BRIAR RUN DRIVE 24" RGP 4 0 # I _ STD. #424 . 402 Y,I. #24 - - S # I 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT I ~ I GB X13 I ~ 42„ GP 1 GB 26 4 STD. #424 12l't FROM GB #41 I i _ _ 15 RGP 13 - - I TD. # 3 I # - I ~ 24"RGP 14 4, 5 4ZC~1 ~ 15' DRAINAGE EASEMENT TO INTX. PANARAMA I - - - _ _ _ _ F.E.S M.H. I I I ~ I, ' b EGA 18" RGP d LONG RUN DRIVE I I 24~~ ~ I ~ ~ I 25q't FROM GB #15 #13b 1 ~ ~ ~ ~ 13a , ~I 1 ~ ; RGP 5 F.E.S. #25 5 4~f°52'3q° W I i Iq I TO INTX. BRIAR RUN \ ~ I ~i ~ I I ~ ! I d LONG RUN DRIVE 150.60 ~ 15 ~ ~ / ~ ~ / N 5 H X55 RIP-RAP APRON 42 a Q ~ ~ ~ ~ I W ~ ~ ~ I~ ~ 10 U.E. (TYP) ~I ~ m ~ I D lY ~ ~ I I ~I ~ W ~ ~ ~ ~ Ill + # I ~ N~ w 244 _ FROM GB 26 - - - - N I I TO INTX. PANARAMA D ~ z G #2 I (y . d BRIARMEADE ROAD i , g # I ~ ~ ~ I rn I U} ~ 55 H #51 0' I ~ ~ aI ~ / / i~ ~ ~ A _I ~ I ° p, ~ ~ I o / Imo; ~ ~ I ~ ~ 1 ~ $ 1 I ~ ~ / ,I rn 23 0 ~ ~ 1 c 1 111 ~ . 30 R Y B ojjG ~ RIP-RAP APRON 8 ~ I GB 8 QI~ I H 6 (TYP) I ~ ~ r~P I ~ z STD. ~ I ! 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I _ _ _ _ - - ~ i ; w _ _ R _ . _ _ _ - - • _ ~ _ _ • ,f ~ l y , _ - _ - ~ ~ 1 - f.~ - i i ~ I _rlJ _ _ _ I _ _ l b Prepared by: r BRIARMEADE REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AL L -BUILT AUTH. DATE BENCH MARKS JOB NO.: 079-01 CITY OF GREENSBORO K 0 20 40 8o 120 5/24/02 PER C.O.G. ENG. ROADWAY DESIGNED BY: JAL ENGINEERING DIVISION ENGINEERING AND 50RVEYIN6' INC. I-AWVEvq.oPHff4T C CI LTIN6 5/24/02 PER C.O.G. E /C SEWER PT PIPE #24 (165±' SOUTH OF INTX. OF PANARAMA AND BRIAR RUN SHEET NO. CONST. SURVEY BY: C PIPE #41 (121±' NEST OF INTX. OF PANARAMA AND LONG RUN) 341M BRIAN JORDAN PLACE - S11TE 131- SCALES: 1" = 40' HORIZ. & 1" = 4' VERT. CHECKED BY: CPT PIPE #14 (64±' SOUTH OF INTX. OF BRIAR RUN AND HIRANK GT) PIPE #15 (564±' V~5T OF INTX. OF BRIAR RUN 4 THROU6HBR00 13 OF 20 HI6H POINT, NC 6 20/02 PER C.O.G. ENG. WATER PHONE: O73- 0 812,88010 - FAX-030812-MO SIDEWALK SCALE: 1" = 40' H, 1" = 4' V PI #42 NORTH F INTX THR R K IAR RUN 11 May 2000 11:14:09 G:\power9\CADD\Outslde.pro