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.. - , <br />. -. ,~ <br />GRAPHIC SCALE <br />'.` 50 <br />,a ;. <br />~~ <br />~.. <br />',~ 45.76' kg. <br />~'~~ N 85'12' 40" W <br />~~ <br />19.4' <br />~ ~ <br />C <br />1" ~ 20' <br />146 <br />2s' +~_ <br />2 STORY <br />~' BLOCK BUILDIN <br />z.a'cu~pe <br />/ A°~N~i <br />n 3 w <br />~1 <br />N O <br />O <br />i~ ~ <br />d' <br />• ~ N <br />^~~~.5 z <br />?5y~~-~ kq9 ~ <br />~~- ^~ <br />22 ~ ~ '~~ <br />o ~1 <br />0 <br />P ~u, <br />N ~ <br />(!) i C e <br /> <br />W ~ <br />-t~ <br />O O <br />O N W <br />''~ ~ 3 <br />N 0 H <br />z <br />~ ~ ^^ <br />~~ ' <br /> <br />20' <br />2 STORY FRAME <br />DWELLING ~ 29730 <br /> <br /> <br />OVER HANG <br />48' <br />~' <br />10" <br />I.MON <br />USED <br />TARY SEWER-"-" <br /> <br /> I .~ e <br /> .o <br /> - z. 4. <br /> PR O ~• <br /> CiQS7 <br /> = 7S/. <br /> 6oT F <br />0 0_74 <br />o -4--' o <br />d~ ~' <br />~ W '* <br /> J <br /> y <br /> <br /> z <br /> <br /> . d <br />o M GAaASe <br />0 NJ FLOOD <br />N <br />N <br />~ , n = 7So.33 <br />r+ <br />o.L <br />a <br />~ oo e ^p <br />00 10.00 <br />owcr.. <br />F'c ooa 6 <br />00 C D ^~ <br />Dorf a e} ~° 3 <br />7.00 ~ (1's H >~, <br />~°~., <br />o WA ER WELL ~ <br />-'D~ <br />G.oo lo.o <br />t <br />0 q, <br />4 <br />r ~ . <br />~0. ~ ^~ <br />J '~ <br /> 1 ~ ~ An~~ <br />' 1 Q <br /> <br />3 . <br />d <br /> Zv <br /> 3 . <br /> n <br />j <br />~ u 2 , <br /> <br /> <br />o EE o <br />15 <br />O <br />u <br />Z <br />,+, <br />~ <br /> <br />o y <br />~~ J a <br />~ p <br />u „1 <br /> <br />IM O <br />J y <br />L <br />~ <br />~ e <br />u ~ ~~ <br />~. r <br />n~ o Z y < <br /> <br />z$ <br />v <br />~ ~ <br />~` _~ <br />8" FORCE MAIN <br />.I•, , <br />SUMP ' <br />puMP =- <br />a-r11L . .....~..~-1 <br />~- ~ `... <br />~. <br />.~~ <br />..: <br />~~~ <br />r, <br />~r-;•-s ~---• c -.~.. <br />~lo"em,e~a ~ ~•~ <br />.. ,. <br />••': <br /> <br /> <br /> <br />• 'r: <br />• ~ ~.i <br />~ ~~. <br />;; <br />SAN MH FL <br />ELEV.= 740.7 <br />V ~~~ <br />~' <br />2" CL pIPE~-~ -~~-- -.~---- -f--~( <br />- " A ~~. ~O <br />~' <br />3~ _, ~+' 435.87 _ QFa~ <br />N 85'12 40" QP I.MON <br />- _ - 8" WATER MAIN USED ~~~~~~~D <br />ELEV.= 739.8 ~ <br />87' _ s.45~1 <br />Z' <br />Q I o SEP - 9 1994 <br />~ ' ENG NEERING DEP <br />BROXBOURNE ROAD 40 T <br />3 Q <br />r~ <br />~, <br />. .,~. . <br />....~.Q.~....,....._,. __..w.~.-....._ _ ~,.w.,~.... .,... <br /> <br />NOTE: <br />• Denotes Iron Pin Set <br />^ Denotes Stake Set <br />Denotes Direction of Finish Runoff <br />Exis~ <br />Elevations Shown = ropose <br />BENCH MARK „ ~~ Elev. = 7so. 87 <br />~o0'~rn +l,e word Woed en hydrie~nt <br />apposi fe l~ovse # -7.730 <br />CONTRACTOR MUST CHECK BENCH MARK <br />WITH PAVEMENT GRADE BEFORE ANY <br />EXCAVATION OR WORK IS TO BEGIN. <br />~ioT'E <br />WI1TBa WCtt To BE <br />PcvGrsFD t GAI'P+C'O <br />P~~ <br />~ PG <br />In1STALL $VMO /~uMP <br />Foa >'.+~to aaA,Al ~ <br />F oo re t Da.~ i~,lt . <br />~ PUMP FRoM 744.7 <br />TO 7• 9. l S T oi?M G O/JAI• <br />TREE 0 <br />O~~` ~' <br />a~ P~~~ <br />Q•'~y <br />,~ ~P <br />~ ~~-~°~A~ ~Z~~~~~~~~ <br />SURVEY & GRADING PLAN <br />OF <br />SUBLOT N0. 146 <br />GARDEN CITY ALLOTMENT <br />RECORDED IN VOL. 56, PG. 11 <br />THE CITY OF NORTH OLMSTED <br />CUYAHOGA COUNTY, OHIO <br />PERMANENT PARCEL N0. 233=22-01 <br />FOR <br />,~ JOE SIMMONS <br />BY <br />THE HENRY G. REITZ ENGI ERING CO. <br />BY ~ I E`. ~R6s. <br />~ G <br />•~,,..~^„O ,F",.,,,,,,.. <br />" ~ G~•~-''•• SEPTEMBER, 1993 <br />SCALE 1 ~ ~ 5~~,.. ~• <br />..,. <br />;•'•~ '• `' -'-- REV, 1.31• J4 Pecz c~cy <br />.• <br />E * :' DONALD E. ': *'e QED. oj•7. 94'• Epsom. <br />WOIKE : <br />5547 ~ <br />o ' <br />