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_ I _ _ I ~ ~ 1e ~ ~ 1 ~r~i LOT I ~ ~ i ~ ~ ~s~nEral Notes L~ end i - PI®OPERTY LINE i. DO NOT SCALE FROM DRAWING. 0 ~ 2. CONTACT ARCWITECT IMMEDIA?ELT IF LAYOUT CG>NFLICTS OR AMBIGUITIES AR19f. vERIfT LAYOUT IN FIELD. ~ ~ ~ ~ I 1 TACK LINE ~ 8U L D NG SE B (p ~ \ ~ 3. LAYOUT Si?E ELEMENTS IN T~ FIELp PRIOR TO GONBTRUGTION AND RECEIVE LANCN~SCAPE MCaITEGTb APPROVAL PRIOR TO I PROCEEDING. I Q~ ~ ~ ~ ~ X SILT FENCE W N . 4, LOCATION OF yEPTIC SYSTEM 5}IOIW ON 511E PLAN ?9 AP'PIlOXIMATE. CONTRACTOR MALL GOORDMATE SitE AND LOC:AtICJN C# SEPTIC SYSTEM UNTW OItNER AND APPROPRIATE GAI~lTt' AGENGT/DEPARTMENT OF I#ALTW, i 30~ - - EXISTING CONTOUR i ~ ~ _ ~ 5. NVAG~ CONTRACTOR 9WALL COORDINATE LOiCAT14N OF WvAG UNIT WITW OW^1ER AID WYAG I I ~ ~ A GONTRAGTOR J T ~'~Q,_,~ PROP05ED GON OUR ~ 6. GRADING GONTRAC7pR 9WALL MEET UNTW LANDSCAPE ARGWITECT ON•SITE t0 I~V~tU CLEARING, fJE1"iAt„ITIQN AND X14 f _ ~ / ~ ~V ~V ~ i ~ ~ ~ V ~ ~ , \ \ \ ' \ \ PRIOR TO STARTING WORK. ~ - ~ , ~T1nI TOP of WALL ELEVATION (°j 1. TIE IN ALL PIQUP09ED STOR!`t DRAFiAGE TO PAOl~O9B0 91CMrtl'1 INLETS WITH A Mp1, pF 14" GOV6R OVER ALL PIPE 9£GTI@I~. I l0T 2 I ~ V ~ A ~ ~ ~ ~ ~ V ~ ~ 0. ~ \ V ~ ~ V ~ ~ f90TTOM OF WALL ELEVATION 8. PERFORM ALL GLEARMG AND GIRiISC+ING, EXCAVATION, RiLLING, 6ACKFILLIN6. A1+~ Q~RApMl6 INpICATEt,3 ON tWE DIRAANFk3S A!~ AS NECESSARY TO ACGOh1PL.19W TWE WORK A A V A ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ ~ ~ ~ ~ A ~ ' 9. ANT EXCESS MATERIAL REf1AINING FROM I°RIaJECT EXCAVATION SHALL dE LEGALLY DISP'03ED OF OPF•SYtE D7 TWE ~ N CONTRACTOR A ~ ~V ~ ~ ~ A ~ \ ~ ~ ~ I®. EXCAVATED MATERIAL TWAT IS SUITACLE, ~ DI:TERt11NED BT Tip ENER/ARGWITEGT, MAY 15E UItiED FOR Fli.tlNCs AKJ i I'"" BAGKFILIiNG. ApDITIONAL MATERIAL, P NECESSARY, 9WALL 8E API°RCC7VE0 B7 TWE ENGIN6fR1Al®CWITECT, i II. EXCAVATION LHCELY TO DISLOCATE, DAh1AGE, OR ~'1PAIR T1~ STRENGTH OF OTHER STRUCTURES ALREADY IN PLACE, SHALL !!E X I ~ ~ ~ \ V V \ ~ ~ ~ DONE ONLY AFTER ADgQUATE PROTECTION HAS DEEN PROVIDED FOR TWt M-PLACE STRUCTURE'S. m { ~ ~ A \ A ~ \ ~ A ~ ~ 17. GONTRAGTQR SHALL GRADE ALL AREAS AS INDICATED ON DE51GN PLANS. FILL SHALL CE DROUGWT TO F{Ni9N GRADES AS T X AVATI i ' TH ~ SWORN AND SHALL BE GRADED 0 pRA1N WATER AWAY FROM STRUCTURES. E G ON5 OVER t DEP WILL REQIffiiE _ ~ ~ ~ ~ GOORDINATiON AND APPROVAL Br ENGINEER PRIOR TO GOMMENGING WORK. I ~ ~ A ~V \ ' ~ ~ ~ ~ ~ W 13. MATCH EXISTING GRADES SMOOTWLY UA-IERE PI~OP05E0 FEATURES MEET EXISTING FEATURES. rrnn ~ ~J ~ ~ ~ ~ ~ \ ` 1 14. ENSURE POSITIVE DRAINAGE AWAY FROP1 BUILDINGS, T1'P. ~ ; ~ ~ ~ ~ m Cn , ~1 I tJJ ~ ~ V ~ ~ ~ \ V ~V A ~ ~ ~ 1 I ~ I ~ , ~ ~ ~ ~ A ~ ~ ~ V ~ ~ t ~ 1 ~ V ~ ~ ~ ~ ~ A ~ ~t 1 i "'t 1 ~ ' ~ e~ , I ~ i ~ ~ ~ 1 ~ ~ ~ ~1 ~ ~ A 1 ~ t ~ l 1 i I Q~ V A ~ ~ ~ ~ ~ \ ~ 1 ~ ` ` ~ CV ` 1 I i ~ \ ~ A ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 1 ~ 1 i ~ i , ~ ~ ~ t ~ y I ~ ~ A ~ ~ A \ ~ ~ } ~ ~ ~ i 1 t ~ 1~ 1 1, ~ ~ ~ i ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ \ V 1 ~ ~ ~ ~ ' ~ ti ` ~ ~ ~ ~ ~ ~ A ~ 1 ~ ~ ~ 1 ~ ~ V ~ ~ ~ V 1 I V A ~ ~ ~ ~ 1 ~ ~ \ 1 i 1 _ ~ C10 i \ ~ 1 A , A ~ ~ ~ i ~ 1 ~ ~ \ I SEE P~~~rE NO A10i SITE PLAN ~ ~ ~ ~ ~ 1 ~ ~ i ~ \ ~ ~ ` ~ 1 0 2. ~ \ 1 ~ 1 ~ ~ 1 ~ 1 1 0 2' 1 I LAKE GLENV~,LE Al StT~ L'~ETAILS i i A ; ~ ~ 1 ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ 1 ~ 1 t ~ ~ \ ~ M 1 1 \ ~ ~ 1 11 N AZf#1 POOL LPL GER,Ak. KLAN ~ qp 7:W,, t~ A,P;~ovE ~ I ~ 1 ~ A a ~ ~ A242 POOL. LEVSI PLAN I ~ ~ ~ ~ ~ ~ ~ 1 1 1 " / Z ~ 1 ,1 I~O~ L PLAN i ~ BEfVGttMARK= TOP OF ~ ~ ~ h ~ ` ~ I b ~ 1 w , LOIV4fER FLOOR s i ~ IRON BAR N ~ ~ ` W _„y L' i ~ ~ MGM W A~QB M,~#i Ft0('~R PLAN ~ ELEYATIC)tV = 4 ca ~ I w ~ CA 32 6.46 U` N =9 O p O u? ' ~ I 1 ~ ~ i ' ~ O O, CA55UMfD) ~ , w N O ~ ~ ~ ~o• A~l6 1lA+41N 424,78 ~ FLAOR I I ~ w!, ~y sv, ~ 1 r3 D 7 4 ~ f ~ ~ `1' ~ O N t l ~ ~ ~ ~ ~ ~ ~ ~ Y Z 1 ~ ~ ~ A+1 ~ ~ ~ ~ ~ i i I , ~ ~ Q ~ ~ ~ S \ \ ~ S ~ ~ ~ I ~ tvC ~ A~ ~ i ~ ~ ~ ~ ~ ~ ~ 325 - " " r ~ i I ~ ~ ~1 I ~ 1 I ~ i ~ ~ , 1 I~ ~ \ \ ~ \ + ^ ! , \ r~ ~ g qo .5 ' 'CVO ' ~ ~ ' 1 \ ~ ~ \ V~ I~r 0 1 ~ ~ 1 \ ~ ~ ( ~ 4 I ~ I I\ ~ ~ ~ \ ~ ~ ~ " i ~ 1 j ~ ~ ~ ~ .2 I 1 ~ ~ ~ i A PI~~1" ~ C'~ ai ~ w ~ ~ , 1 ~ ~ ~ i V11~ ~q~~ ~ \ v ~ 'I~b ~ ~ ~ , d I ~ ~ ~ > ~ ~ ~ ~ ! ~ f$tIL 1 ~ ~ \ ~ y --r i ~ , ~ W ~ ~ ~ ' ~ ~ E ~ ~ ,d 11 I ~ i ,TW -T- v ~ ~ I ~CTt4NS ~TW ~ \ ~ V ~ A \ ~ ~ t ~ ~ t ~ _ + i '815 g \ 8~ ~ \ \ A'~~ft ~ ~ ~ ~ ~ ~ GAY V~~'d1 fj0.' _ ~ ~ ~ v~ ~ ~ y i v e , A , ~ , I _ ~ \ ~ t ti A702 iJt•X AK' AKE~ ~ ~ ~ ~ i i ~ ~ ~ ~ ~ ~ 1 \ 1 ~ \ ~ ~ ~ ~ ~ ~ ti A7t?3 ~ ~ ~ ~ \ ~ ~ ~ ~ C~TAILS ~ 3ti( ~ i ~ ~ I I ~ \ ~ ~ ~ ~ A~4 ~ ~ i ~ {~TA~.S ~ z ~ ~ f ~ / ~ ~ , ~ ; Q I ! ~ ~ ~ ~ ~ ~ ~ ' I ~ , 1 ; o A7{~ E'~1`A~LS i I i 2~ ,j I 1 , ~ \ ~I ~ v 1 , I > i l .0 1 a~ 1, 1 ~ ~ A+~! ~ikT~E~lAT16 ~ v 1 ~ So, ~ 1 I ~ I 1~ I I ~ ~ / i ~ ~ ~ I f ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ A ~k 1 / / ~ ~ i ~ ~ I 1 ft~1 M~C~Ol, FL'l~k~~;"~+~. ~l.AN i 1 ~ / / ~ ~ ~ ~ ~ ~ I ~ ~ , , ~ ~ ~ / a ~ I / ~ W ~ ~ i . ~ ~ E11~t L~R FLOQR LEC"t'R1~Ai. Pt.A#~1 ~ ~ ~ ~ ~ ~ i I ~ ~__„t.__ . I, I I, ~ ~ c7- / ~ ~ ~ { ~ ~ ~ ~ I ~ ~ I w i ~ + ' i ~~i? i .d a ~ e ~ 1 1 ~ ~ ~ ~ ' 1 I ~ I ~ ,r ib 3~ ~ I M i ~ f i az I G'L 1 I i uT i i i / / ~ jj ~ ~ I ~ r ~ ~ / A! ~ i , / i / ~ ~ I ~ ~t. ~ f ~ ~'x ~c ~ VGV~r ~ ~ a I ~ ~ ' ~ ~ ~ / In ~ ~ l ~ 1 i ~ , ~ ~ r ~ i v ! i ~ _.J.._-------- - i r ~ - - i +M~E> - , ~ t i ~ ! ~ I J I I ~ V? I I I ~ ~ J l ~ ~ ~ ~ ~ l i ~ I I i ~ ~ i f _ ~ ' ~ ~ i i l ' / ~ _ ~ I 1 i ~a 1 - ~ / _ ~ ~ / y ~ ~ , r I i ~ / , ~ I ~ ~ ~ 1 ~ I r~ ~ i ~ ~ ~ i ~ ~ ~ J ~ ~ W I i / ~I 1~ ~ I ~ f i I' r I ~ ~ 4 / ~i - i ~ li ~ ~ / / ~ / ~ ~ / ~ ~ ~ ~ ~ ~ a i ~ I ' ! ~ ! ~ 1 ~ r. 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T, 8,S2'9 90. i W E r gyp 3 7' - I rt H kl P, 0 20 feet 40 feet 80 feet N DATE C ~1• -1 Horizontal Scale :1'=20'-0" Scott 1 Melrose Assoclat P. ~ d A. 17OULOGC-` I ATN NOTES: CnP 3`~6 c~ia Nc, Landscape Architecture - (..R[~?l~hN~Pf pCaGh~ _ - 1. PROPERTY LINES SHOWN PER PLAT BY W. EDWARD Land Planning -f >3Y DOCX VM915 PRC CT NO. 9434 ©2001 HALL, L.S. DATED DECEMBER 12, 1999. 9080 Environmental Design i 7w 12 2. PROPERTY LINES CANNOT BE ACCURATELY i / ~mw POCK COORDINATED WITH THIS TOPOGRAPHIC SURVEY DUE TO SIGNIFICANT DIFFERENCES BETWEEN THE FIELD iw 7 a MONUMENTATION OF PROPERTY CORNERS AND THOSE SHOWN ON THE ABOVE REFERENCED PLAT. .p1 f NO. h$ $ 3Whtte Oak l ~ i *AC Arden, Noah Cw*Ima 28704 1 3tit Phase (SM 684-5155 MOO F= (M) 684-iii 56 A 101 •