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Lake Monroe Ter New contruction Site plan (old project - demo)
ce Co 1 2 Co t 1 /z STO. C,ALV PfPE I I i I + L 2'Iz'r5I D. GALt! `tea `t91 . ri. A FT E r< ! r-TOP CIF Cti2Ap- I i� A \ � I I i i i ! } \ I e I I �(� tt v I i r! III O P I IfrDl A. l-- ` CONC4ETE Fc SS.qC;I_OTH=SLItvi=- AS D.. Gt . r1'lU5 T B- � 1 ..tl2�iISH,_D WITH ALL i HE I , CL07H..5L;NE !oil " SCATS / � + D W/ !/e.: x 3" !••\2Q', A.:�!c 30`.'j�/ =?,A� W� t-�JG!G rQ7:-',c� - � ^UNT Z�;tJ?< 3faa X AiVD _ SE;a ;' 3Y S:i.AT SJ?PLtFEZ 4-1rz try iz I, l :\=•-'-r-- Fi ?J,y r I I ,}5 n J \ 1 7 I D I s �4 -J 1 t i 9 9 ` i i r D G Jr TiU ^'EZ) � - I Jr k I I I L i I N q r, l_ ; f t t t i ' Se:: sH �. "t12 ` •i.�t`t. �� 6c.Lt ii_ ---.� I;• � I I i 1 I �- � I I 3 ( fI I II I , I I i I ! ! ( i 1 1 i - �� iI - i It I i I i i t l� n it l! I I ! i _ f t ! I k� I I 1 N ; - II , f _ I i 3 i i I I I I i ! I t ' I- t Q V , t ' t I'!n -� �� , I �,'��'�. s� ice, • r_p.. (�c�-`:.- ; ��q)��prr HC}1CULiNE� 7SS28- � A +R 4MFTIR4 f0.M .� ,4 r 2l �ixglr '' SOLI - �'' : - cAla ��Loc!�� ff ' STD. 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I {-{,�N© t�l L_ � i_ ,- ,I 4 II �' ,I - t , r, l�3 .+...Y .. ?LY�Ct.iY 6RO I 1 � n Li u....J _P 1 e t. - I P70 �.J �► 4 C � r :, I ► t I � I J _ I ... _ , 13 i I _ - C F P ; \ 5 C ,�'� L G D (z . � \ u C i\, 4-I � � I y � � - - -- --- - — --'-- - 1. I Zp-O I - t t_ ! n i _ 1 . h.< -D".. : D- ATE O F'-ISSUE -. ! S j U C H) �t R E p� S t C1 L.i e t!o' o' --- >; � 35 �7 I. I o2o 1 --I � - CA�i3�ti�-,E- CJL'i`FC i IOY-' 1\i<`;4 o��. 6`j S`�;"r\PJ�! C�� Oft �LIfLiN�, LAC:\ii0%1S �S '� 2R`'-G ____ J , , - . �- r- - •_ - ---- r i; --_.-..__-- . - ------'---- ------------ - - _,--------- - -- -- -----_—. _- ._._ -_. ----- - - I_ -�--- - __ .. _ -------- -- -- -- --- - - --- ---- _. - --- --'- ------- --- -- CHECKED B Y '� 'J ',,,} R L L v ! y � D L 1 U [ r'\ � C �"; � S I`; � \\r t�i �-`\ [�.'`.- \1 s..... !� r ;✓ �' ` A T I Q �.! A L. Q !< _ -\ �,� 3. `-t � N E R �\ L L'�' :\ L L- � ; �_ E >,�r �\ L i< 5 C-t E i\t D R \ t f Lt C-i � � c� - 1 t i - - - -- �.'-L, C UUt TS A'\ n �: -- - i � ,X , 5 1 I S`i {^, ! � � � � U tit S 3 '1 t=. I v i � >= !C i= t ? � i �t ` Li -,m�- l� S ,_ N � 1 1 L , . Ir t i\I , i � ; , t � L , . • -+ L , P F2 O J E C T -_- Ai D . - - 1 { - 1_ t I;`-., l� i�(1. i- � �V IIJLe f\Y.. +._ i i I - __.. - 1 I ' CT kV 11i ;_ �La f\ L i< S L O C ,`\ - i � SHEET TITLE" _Am L _ _ � D E C� � o � I L�-�� E ! I � C ,; I 0 U C, L 5 I �' �, ,4 U i `-� O I_ I k 1 - 5 ,°', � i~ � Q D �- L � _ �. � t...� • A o • 2�' �,o' -- coo' '77 -7--,: w -7 *7 0 4`7 Oi-7 GENERA NOTES —7,7/6 C0f7 7- 6 :C-h 4F --i�7 1 The site shall be cleared and grubbed of those trees i�.Thich are 1. Rerrova.] Df existing buildings by the owner and shown on Sheet no cost shall be included in the contract price bid for this work A::� -1 trees are to be removed under this contract unless shown on Al ans.rks being retalhill 0 7 t:77� k� and L n w /C-4�7 n They , w not q, w r Z;-, e:5 make the change with 25 foot long vertical curve. 0 VC .57. !4a' , 5F_\VtR INLE-1 5TO et, L <1 17 t 'el L m w ........... . I I I w storm water 0. o _Z D2� ) I , f w cc IL walk and the downstream grade to prevent storm water from standing r hw heet P Bi 30 w rAvenue from 4th to 3rd and 7 others . LL U1 11ML A L 5. 0 7 L T- -�7 7 Ui Z 0 /U_ I L V I Y E_ A 1A IIle -D r= a PR-6 P. L 1 o, -u Z L t tV- - - .,I' ' L f i�7 7 -7 Ll E \2 r -7 4 ik -7, iio k [C) F3 ri q.5 D L L UJ L V 11 I=- E_ F T -H A v:!�-1 O�JF_ TR E_ 7:= L E; , UJ :7' co ;7 A A. L 7'i- < 7 41' f R-A- W- �t 13 Y �1 C, 14.' S E; V L rL 777i 0 L D C1 TIC 14 L U M 1 1 E) 5 1 C-1 K! 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P ;`L. Co. Tran51niss _ 232 23'Z 23¢ 7 H. - 23f3 t / 23.5- 23.4 ( Zg.3 23 2' 23.7 23 •5 23 • Co 230 ►'I L E 25! � 23.8 z29 23.E 23•z 23.G 23.¢ ( z3. G 23•b z3•'% 23. 3' 23-5 ++ v i 24 i 1' 4/ 4/ " ter---- -- �- - 41� LEGEND "POGR�4 UTILITY�4 O'\_ P. R.M. (cone. monumenfi of elev.) - Elevations based on U.S.C. ` G.5_ Bench Mark _ & City- D_-Mm OF =_=O Storm Sewer catch .basin S A N RD: LOW RE T 'OU JN ===1 Sanilvey Sewer Manhole' ----4 utii--ty Pole, W/light - - FCT ----� Droin tile weilpocketPRO REVISED 30 MARCH 1970 Oak free Diameter A. C DOUONEY Reg. d - .Sur1✓eyor No. 673 - FOR Cabbage Palm TrQ� Sweet Gum Tree - - r{?E'�SED 2.0 ��� %9 Aa _ _ -^RD' SA-Nru _ ..� HOUS10'' G U -'OR i C Cedar Tree /.�: - - �J�U�='. >'4�0-' ! end Srrve or NO 873 Ca Camphor Tree SANFORD--S EMINOLE COUNTY- FLORIDA ERT-I F1 TE OF' SURVEYOR BY � A. C. DOUD NEY SURE OFS !NC., SANFOFtD FL - This is to certify that the Plat hereon is a correct representation of the survey ` of the parcels shown. 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IZ t4 14 18 ZI I� �_-t(v Z \15 Zo 5 t& O r3 17 2� t3O II 1 2 O Z10 O O Ot3o 14: l 7 4 rl /2 O7 ' ' 17 • cl 10 10-5 7 t3o —4 r82 t 0Co 13 • } 1 g _ �- 4 4 4 ! 7 r� 4 ro 17 g _ 9 5 —rl 5 -i O . 3 3 `� �9 3 1D ro 29 3 9 0 4 4.--� z - 8 (D r r 3 - 4 z 4 a i2 � ro • to 7 4 3 IS 4 15 ro tl i3 1l0 9 4 _ 44 ZI 3oa 11 '` -31r _ a t4 Iz ?D 12 C� 17 19 G � 0 �— v 0 ✓� y t 1� GRAY FINE SAND WITH ROOTS - (TOPSOIL) - VERY LOOSE 0 GRAY ORGANIC FINE SAND 3� LIGHT BROWN TO BROWN FINE SAND - LOOSE TO MEDIUM COMPACT ^® DARK REDDISH -BROWN TO BROWN FINE SAND - LOOSE TO MEDIUM COMPACT 7F4' 1-7 TH 3b `T1--4*3-1 -TT-4"`* ►`E4` LIGHT BROWN -10 BROWNISH -GRAY SANDY CLAY TO CLAYEY FINE SAND - MEDIUM COMPACT TO DENSE z 3 _3 I 12 Z r z © GRAY TO BROWN SILTY FINE SAND WITH CLAY AND SILT SEAMS - LOOSE TO MEDIUM COMPACT LIGHT GREENISH -GRAY TO GRAY AND BROWN MOTTLED SLIGHTLY SANDY CLAY TO MOTTLED CLAY - STIFF ' — t R 1 I t 4 - _ _97 .� ® LIGHT BROWNISH -DRAY FINE SAND WITH SOME FINELY BROKEN SHELL - MEDIUM COMPACT 8 r2 \ z 4 tO 8 17 4 — ® 90 DARK GREEN f S G t2• H- RAY TO GRAY SLIGHTLY SANDY PLASTIC SILT (SILTY CLAY) WITH SOME SAND SEAMS AND FINELY BROKEN SHELL - VERY LOOSE TO LOOSE � r ram• I 9. 14 — rs• 2 lox rl Z O is O ►°: j i 10 DARK GRAY TO GRAY SILTY CLAY WITH SEAMS OF FINE SAND AND SOME FINELY BROKEN SHELL - VERY LOOSE TO MEDIUM it •'. 12•'. ro'•. 1 5 • t� 17 .- —� 14 n = ® r4 = .. 1�: ' COMPACT • rl 1 t4 : I 17 : - e a II LIGHT GRAY FINE SAND WITH 75% TO 90% FINELY BROKEN SHELL AND GREENISH -GRAY CLAY - MEDIUM COMPACT TO DENSE & l2 LIGHT GRAY TO GRAY SANDY SILT WITH LIGHT GRAY FINELY BROKEN SHELL -MEDIUM COMPACT TO DENSE 6) —` - 9 S S tl 5 4 9 10 4 f 3 LIGHT BROWN SILTY FINE "SAND AND LIGHT BROWN FINELY BROKEN SHELL - MEDIUM COMPACT D R a �, N BY 7 13 �-t 7 - "I0 = - 7 —a w GROUND WATER TABLE: BORINGS I through 7 O 2 - R g _8 - MAY 3rd. 1969 r b , BORINGS 11 through 14 - MAY 3rd. 1969 24 , , �� BORINGS 15 I through 22 -MAY 7th. through MAY I 1 th. 1970 R`E v I S I o N S —3— O .- - rl rO • � BORINGS 23 throw b 24 - -JUNE I Ith. 1970 o '�:; z 14 O — • — BORINGS 25 through 39 - MAY 20th thh MAY 27th O 1 '. r r�*• ' g 1970 ou 3 Z ' ' r► • ' : ' 19 ' • DEPTH DRILLED WITH FLUSH CASING 7 O 4 11 DEPTH DRILLED WITHOUT CASING 5 4 s ` �.. 17 4 t _i h UNDISTURBED SAMPLE FOR LABORATORY ANALYSIS, 2. 51 O.D. f 6 GAUGE SEAMLESS BRASS PISTON TUBE SA P 2 4 I M LER 5 5 Ij-iA. = NATURAL MOISTURE LL.= LIQUID LIMIT PL-=PLASTIC LIMIT DATE of tsSUE c� Z '2 36P 7 R� UNCONFINED COMPRESSIVE STRENGTH WITH A HAND PENETROMETER IN -PLACE DRY DENSITY Q/ 2 _ _ 7 `} 1O lo. 4" gS CONTINUOUS FLIGHT AUGER CHECKED- BY` 1s r2 rz t _ 8 ) o 0 i3 (o PUSHED BY HAND (WEIGHT OF EQUIPMENT) r 1 -PROJECT � r4 to NUMBER OF BLOWS FOR EACH FOOT OF PENETRATION INTO THE SAIL 2" O.D. 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