10/19/197910/19/1979
2039 HERCULES AVE
WISCONSIN EVANGELICAL LUTHERAN
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LANDSCAPING PLAN t"= 20
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L EGEN® v ~ = ~E ;f tti€'1~C)*i ~ DATE APPROVED
EXISTING PROPOSED , B. At. CITY Of CCEARWATER _ _ ._.._a..... _ _ . i
DISC, F°lJ ~`L£Y.vE,9s ! _ _ _
SAN, SEN! - N 0 rr. . co~wE~ y A. C., C. M. f? _____..t....~__...
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SEC,/, T-zs-S,R-IS'-E ,
wa rER sER YALY~ i 8" V. C, P, ;t
fML MYONAMT
k r rr Contractor To Rreak or To Rreak lnto ! d
P. Coast. Sanltar Coast 20P of 8 V e P. h r @ Existing Manhole u w 4 Manhale ~ and ! ~ , _ . , , r
Manhole lop ®6T. 90 at 0 4 090' rr ~ to 4, Grout in new 8 V C. P. ~ewBBr~G.IQ ~ ~E/ ~ P. viarm~a sr ,r'~„
inv. =6/.5~ ~ ~ INV = 6/. l5 5 ~
a, S 89 48 /1 E It I ,r 50 s ~e.~ r ~ v. a ~ 4.
S ~9 48 /l E 359.49 n 1 '
i~ ~ yG ~ ` ~ ~ ~ i Top OE Tha
a ul , T L1 TY EA SEAIENT lO ! ~ , f ~lor(d Gotf Cout' ST yr ~~ra i` CR IV4
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~ Consf. 205 of 8 , ; ~ ~ Coast. 2 Cana i/alle ® ,
e n ~ w V. C.P. _ at D. 40 Jo , m a Valle Gutter RT 6 m
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c Coast inlet type V q a~ i .8,. Ira f ~~y x~ ~
4; ® U ~ v; o °b Top =65.91 at inv. -63.55 63.55 " ` ~ ~ `e, ; _ . i R ~c ~ n
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° Canste ln/et T e V V~^ R® y , m ~ - ~ ~ To -65.9/ at /n~ = 63
1 it _ - ~ - .48 _ ~ m _ _ P . • s ~c = 63.48
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'^M ~ ~ ~ , , ~ - ,1 Coast, 92 LJn: Fee; ~ i i2 Lln; Feet
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M tH 63'af !nv=63.3'4. ~ ~ e•_ ~ .CRIPTION
i a ~I ~ `RCIII'ROP~;RTY
b ~a. r r; to W.rv. Const. /25Lin.Feet ~ Gonst.Slarml~ain ,,,lrc•cl of land Tying in the N~ cif Sectinn I, Tc'~~°nslzip 29 Sc~i~th, Range 15 ~`a ,t,
- ii - 36r-0° ~2'-0" TrFICAt PROP. EL,. " l e Monho% ~ ~ P of %5 ~ C ~ ~ yp ll~r, C'nunt}, ~''l~rirla, k~ein~, snare particularl.~ cle.acrihecl as 1"olle~~~.,:
,r I5 lap=66,T'_ _ A /5JJ .,,,,r~~f, of th«~ i~1Z4' ~t;f~rtter of the NAY ~ o£ tfze i`xla' .6~ of ,aid section I anel run ~0° .1 is
. . n lni!=62.90 i;~ alnng the centerline o[ tlerculcs /lventze (100,0' R/tiV}, a distance of GP,2,60,
Coast Sanitar Manhola y ~ ~ - f,, ° -ta a point; thencts run 5139" 4S" I1"~, a clistartce oI 50, 0 Ceet;tn 1}~,e i'oint of I3cga
o Tap~66.80 Inv = 62.80. F,,. q i-~nint;," said point ~°~lsobeing nn the rant rAght-of-way dine pf said Ilercaales tlvcriue:
t ~ rr r/ M` 4 ~'e ~ ~ ~ :I~?7~~~tcr, corttin~t~ a19ng thr. ~treviouscot~~°s~*, ~,distance~of 354,4`? feet ko~a peinta thenrc~
V ~ ~ ~ _ Coast. Inlet Type V ~ ~ , . , ~ ~ ~ r.,'n ;0°17' a5"~, a rlist~gce of :3fa~1.15 Pert to a point, khrnee'runNS4e ~4 t 3~'~1'r 1
~ Q Top-65.63 a! lnv- 63~ %nv= 632T ~ ~ r'i~ 1 ~u~ce of "354Q 5d~ ~cet to hoist int,rrs.acting the aforementioned ri~~ht-of-~vay line; E
~ ~ < ~ /8' t~s,r~ce run NOo 17' ~5"W, alonl;.saicl Title,. a distance. of ;(>2,7'j feat ~to"the ;:'taint s~f
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a w v r ~ ~ Coast 2. Conc. Vale ~ ]',";,inning,, containing 3gQ0 acres more or less,
~ Gutter RT ~ LT o a, Z h ...v_.. . _ ~ ..u.. .
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Canst, 90 Lln. Foet
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rr r I, ~'~J.~"C/,~C ,~=~?~cr+a~et,. a k~rofcss~pnal
tl0-O 132-0 U" ~ I.a;nd ;Suxv,cyor registcrecl in khe Mate of
3 const~torm I:l,ori,da c.ertiCy that I have surveyed the 'an5t;,~taPni,,,(~r 0 IIO a G,r,c~cl of la,ncl hcsrcon described, and t
a ~ Tap= 62.03 ap - 62.03 ` lnv=62.63 , ~ ~ p ~ hat
F ,ti ~ h ca ° r ~ :o l6 ~ Coast. /D L/2 . t ~ d.her:c a,r.c no cncrcrachments except as , InSt L%n. Ft. ~ M shaiv:n, ~.ntl:that I h~ivc conlplieclawi~h the F
~ ~ ~ f D l5 R. G, P. ~o /5 R. G, P. ~ ~ _ sit.rvc;y.requi,re^nre,ntspf;the Flo,r;}da.5pc,icky
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coNST. 4a c I. r . , ONST 48 L/N. fl. of CD/JSt. lnlet.T e C of Prc~fess.ianal `Land Sur,veyo,rs,atla;the
92r 40, o O 9 z 6 t/NOERDRAl/4 J,!/NOERDRA/N nY= ~ ~ OYelf/aW E/, =64,4 CQRS1 130 L!`n.ft ~lo.rscla Land Title ~lssgGZaGion,. ~5 ~ ln1,-61.40 of l2 R.C.P.
i GROUND EL.=6ff.T 4 a,~
~i N A l0 UTILITY EASEMENT Eu ene S. Caudeff e~ 1~°`~ ~v;~;°'
r~ u ~ ~ DESIG fL000 A A ~ rrs ° s.e' rr. r' o Florida Regisiered Land ru: r
7.ff OVERFLOW fl. sff4.4 I ~ 12 R.C,P ' a i c~ _ _ W. . ° „ Surveyor-2311 ' f~ "
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' ® t 1r i , CAaELL-- GAYL INC.
~9 ~4 I3 w 350 0 I M SURVEYQRS AND ENGINEERS
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Il,.q t ~ '~,CD tiI -T C- T~ ULF-ARWATER, FLORIDA H r ILA DRAWN B Y: RON NALESKI ® AT E: FEB. 1979
GHECK~D BY: FILE NA,.
SHEET
h1. E"LV. 66.16 r PRELIMINARY SITE PLAN N O8 i o 10 i tt ) 12
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