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t E UKE'- (BLOCK E' THISVS',THE•CONTOUR .LINE
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t .. O d, LA:M.E;c h)v{? r .s, y ',.? 'S FOR,EL=:843.50." CONTRACTOR vR
213,958 S.F. (4.91 Acne)., SHALL•'CONSIOER THE EARTHWORK
' •' OISPOSRION9N'NIS 910"AND +
EXISTING NORMAL POOL ELE1'AiON ..
PROPOSED: NORMAL POOL.ELEV lION - 851.52`ft NGVD AQIUST LAKE BOTTOM ELEVN' 851 . ATIO AREA'OF, PROPOSED LAKE AT NORNAL`POpLS?f2 3,523 S.F. (1.67 ACRES) TO; BALANCE' SLTE. NO ADDITIONAL U, on
LEGEND:
PROPOSED 100-YEAR LAKE ELEVATION:='833.07"ft. NGVO PAYMENT WILL' BE CONSIDERED j
F..? MINIMUM LAKE 'BOTTOM ELEVATION FOR EXCAVATIONS BELOW EL= J •'- Sevir Manhole
='813:5 (SEE NOII: 09, THIS SHEET) 843.5. I q 'ens 3 ®-- Metal End Secflon
m N le recommended that -AY building Ihaf b.prapoted-/or lhla eNe be provided IM a EXIST. 24' RCP (SUBMERGED PIPE) r ^' "' Yv •'=-Yord'Inlet
RI I ?? The ilo°dfe nl leeHonde-gl'ol liniY tro (2) too above the -year frequency flood e lwMl,,. IE: 852.30 -
P Bradt is the elevoden ?e IN. 1 00 i. .. O- Sflt' Barter