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1270 NE 102 St (13)Date 6r ciT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address I' .' O ►J . 10 0a 51- t p.,M; 5 114 Y eS Tax Folio Legal Description W 'WLOC Alc., vac; pre { k`A ; 51 pa Owner / Lessee / Tenant ' 4 t�l�lLer k C� '��- Master Permit # 3 / d8 e PhonL Contracting Co. 1 ...-Pc CP<sse �Oo\ Qt..M -54 ca' Address a4Z z L. aro `'r`& ZWci' LAuct Owner's Address ►a`lb N • - 10a Sr t Pc i Skc.1% --tg elm f- 636Ot 4Z Qualifier LL) ■\L Pc4A Cam-- L Se 3K SS4k Phone (465 5f1-7- (COO State left Municipal # Competency #0 peOP' Ins.Co. Architect /Engineer L--•W• l C I Address Co 1 6 5. W' `tom .fie Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL LUMBIN MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S t mr r --- ecrZA � Square Ft. Estimated Cost(value) # 56D ' (rrp WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating orjf ion - • zoning. Furthermore, I authorize the move named contractor to do the work sta Signature of ( owner and /or Condo President Date: Sy 10 A P�tr.,c� �, Notary as to Owner and /or Condo President My Commission Expires: WARY PUBLIC STATE OF FLORIDA tit COr`WSSIC61 EXP. MAY 14,1355 BONCED THRU GENERAL ICES. U D. ** * * * * * * * * S . ture of Contractor or Owner- Builder Date: 5-16-4 ° a Notary as to Contractor or Owner- Builder My Commission Expire,s wirTMY PUBLIC STATE OF FLORIDA ! Mff OMISSION EXP. MAY 14,1M '• Nam Wu GENERAL INS. UND. ** FEES: PERMIT 90 RADON C.C.F. fp NOTARY TOTAL DUE ' 3 6 APPROVED: Fire Ot her Zoning Buildin Electrical Mechanical Plumbin 1 5 Engineering_ Date s1 qt Job Address IDnd 102 ST M: A41, s s Tax Folio Legal Descriptions - Vbc.K (SS - 2:icu i a r€ez . $L- 4a ea Owner / Lessee / Tenanacbtr•r Mi 1 L 4r °!kud& 1 a-man Master Permit # 3 -7 gg Owner's Address WO 63.E IOa ST µigA`l shores, P0R -icL&L 1 p Contracting Co. Lik A �oo\ 6,1S+ CO . Address DFITI l4J • 13 0t,oa►� akAIL ff: Le• '' \\ ( 3050 Qualifier Will A-AM 6 . L o- cksse SS# Phone 5 " 1000 State #Ce i? '/1' Municipal # Competency #2,4 Ins.Co. Architect /,Enaineep l...14 • tloW Address (¢.b07 S.W. 45` - S T Dow ilia r R. Bonding Company Address Mortgagor Address Permit Type(circle one): 05.71) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION SWiMAk,n ?ool Signature of owr(er and /or Condo President Date: S /d - 9 5" PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Notary as to Owner and /or Condo President My Commission Expir MOLIIt STATE OF FUCK I CO USSIU!1 EXP. MAY 14,1995 1USSO TM U GERM UM. UNB . ** * * * * * * * * FEES: PERMIT )11% RADON C.C.F. Y NOTARY APPROVED: Fire Zoning Building Mechanical Plumbing Phone Asa/ /4iao0 � Square Ft. Estimated Cost(value) d ( 7 OD ) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ru tion and zoning. Furthermore, I authoriz the above-name • contractor to do the work sta i ure of Contractor or Owner- Builder Date: S- /0 — 9 (74 Notary as to Contractor or Owner- Builder My Commission ExpireehtTARY PUBLIC STATE OF FLORIDA MPY COt 1I35IO;1 EXP. MAY 14,1995 EMBED MU GENERAL INS. UNa. * * * * * * * ** TOTAL DUE f 2ex, �(j, Other / Electrical Engineering Permit # Tax Folio # NOTICE OF COMMENCEMENT State of Florida, County of Broward SPACE WITHIN 'MOVE BOX RESERVED FOR RECORDER The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Section 713.13 of the Florida Statutes, fife following information Is provided in this Notice of Commencement. WITNESS my h HARRY R e 1. Description of Property: Legal Description: Lot 4 Block 185 Other Street Address: targ0 N -k is?.. ST. !-V. p,n. Shores , Ft. 2. General Description of Improvement: 51,,, oWni rri 3. Owner Information: Full Name. c a4,t -4 M 1 kr- MeilingAddress: 13O( i 440 Interest In Property: I )fee simple ( ) Name and Address of fee simple titleholder (If other than owner): 4. Contractor Name and Address: LA-G -ASSe Too e.0 I'1 - C 6. 13( $I� 1 3 6. Surety Name end Address: 8. Lender Name and Address: 7. Persons within the State of Florida (Names and Addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7., Florida Statutes: 8. In addition to himeelf, Owner designates of IS OF FLORIDA, COUNTY OF DADE I KRE3Y CEP.TIF ' that this is a tru f tho )orfgip this office on and County Courts D.C. Subdivision L1 r Cf ee (h.l.( SIi res dad\ 14 to receive a copy of the Lienor'e Notice as provided in Section 713.13(11(b), Florida Statutes. Phone ( \O"- ST k A i Sko iurc,;o< z //S 9. Expiration date of Notice of Commencement: ( the expiration data is one year from date of recording unless a different 9 / ( 46/- date is specified Signature of Owner: Printed Name: nature of Owner: d Name: W RN TO AND SUBSCRIBED before ms this 1/ day , 1915 9, Signature Notary Pubil 95 1995 MAY 23 15:42 Amount of Bond $ Printed Name: -e— S:• 6‹.) / My Commission Expires: KOTAAY PUBLIC STfiTt Or FLOP Ir'.A i)Y COMMISSION UP. MAY 14,19A (seal) • H/4-H/ shereS /� 7b it/ 6' : /0 a.. Sr Tax Folio H+ - ll-nci shorn 5 O �oC/C /R5 eny / &C[P Historically Designated: &tuck e a.i . Master Permit # ,q, .5120 / 1.. Phone Address *57 ,i/F S %C.cI2 0,4lC4.1 / ,4L SS# �� -- - hone ( 5 ga ' Competency # 49 de /578' Ins. Co. Address l v 04 7 Date 5 `� ` IS Job Address Legal Description / #- 4 /3 Owner/Lessee / Tenant ?awl' M/ /l4.- Owner's Address a 7o Nb /O Z sr C./✓ Contracting Co. ri SertZR FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE su IN' /,-sd J2 State # Municipal # Architectffi—ngiam L . a. /iD/f,iaai Bonding Company Mortgagor Permit Type (circle one): BUILDING LECTRICAL WORK DESCRIPTION Swi M Mr'/iy ?t ot 4cr L . Yes Address Address PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft Estimated Cost (value) 6 D O - .ro No J/ 3'//1y WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. LJ ire of owner and/or C do President ate - 3/91 as to Owner and/or Condo President Date mmission Expires: OFFICIAL NOTARY SEAL SYLVIA A SMITH NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC374108 MY COMMISSION EXP. MAY 31,1998 RADON eiL wcai,-/, Notary o Contractor or Owner- Builder My Commis j— E IAL NOTARY SEAL SYLVIA A SMITH NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC374108 MY COMMISSION EXP. MAY 31,1998 APPROVED: Zoning Building Mechanical Plumbing Signature of Contractor or Owner- Builder C.C.F. ?p NOTARY TOTAL DUE St to Date Electrical .6j18)9K Engineering April 21, 1995 Job Order #95 -0755 Mr. Bob Miller 1270 N.E. 102 St. Miami Shores, Florida 33318 Attn: Mr. Bob Miller RE: SUBSOIL INVESTIGATION 1270 N.E. 102 Street Miami Shores, Florida Dear Sir: ENGINEERING & TESTING, INC. 1821 S.W. Biltmore Street Port St. Lucie, Florida 34984 PSL: 407 - 878 -0780 Broward: 305 - 970 -8870 Pursuant to your request, Florida Engineering & Testing has conducted a subsoil investigation on 4/21/95 at the above referenced site. The purpose of our investigation was to obtain subsoil information relative to foundation design and preparation. A total of one (1) SPT boring test were performed according to ASTM D -1586 down to a depth of fifteen (15) feet below existing ground surface. (See attached sheets for location and soil profile ). The following is a general condition for the subject site: DEPTH FROM TO SOIL DESCRIPTION 0" - 6" Top Soil 6" - 1'6" Dark Brn. Med, Silica Sand 1'6" - 4'0" Tan Silica Sand 4'0" - 5'0" Brown Silica Sand W/ Limerock 5'0" - 15'0" Lt. Tan Silica Sand With Coral Rock Ground Water Table @ 7'0" FLO .' IAA ENGINEERING & TESTING, INC. April 21, 1995 Mr. Bob Miller 1270 N.E. 102 St. Miami Shores, Florida 33318 Attn: Mr. Bob Miller RE: SUBSOIL INVESTIGATION 1270 N.E. 102 Street Miami Shores, Florida Dear Sir: 1821 S.W. Biltmore Street Port St. Lucie, Florida 34984 PSL: 407 - 878 -0780 Broward: 305 - 970 -8870 Job Order #95 -0755 Pursuant to your request, Florida Engineering & Testing has conducted a subsoil investigation on 4/21/95 at the above referenced site. The purpose of our investigation was to obtain subsoil information relative to foundation design and preparation. A total of one (1) SPT boring test were performed according to ASTM D -1586 down to a depth of fifteen (15) feet below existing ground surface. (See attached sheets for location and soil profile ). The following is a general condition for the subject site: DEPTH FROM TO SOIL DESCRIPTION 0" - 6" Top Soil 6" - 1'6" 1'6" - 4'0" Dark Brn. Med, Silica Sand Tan Silica Sand 4'0" - 5'0" Brown Silica Sand W/ Limerock 5'0" - 15'0" Lt. Tan Silica Sand With Coral Rock Ground Water Table @ 7'0" The boring logs attached present a detailed description of the soils encountered at each location. The soil stratification shown on the boring logs is based on the examination of recovered soil samples and interpretation of the driller's field logs. It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil strata may be gradual. Based on our understanding of the proposed structure and the information obtained from our field boring logs; we recommend the following procedures for foundation preparation: 1) Excavate the pool area down to pool bottom elevation. 2) Saturate and compact all stripped areas with a vibratory roller to a minimum of 95% of the AASHTO T -180C modified proctor method. 3) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed 12 inches in thickness and compacted as per item 2. 4) Verify all densification procedures by taking an adequate number of field density tests probing 12 inches into the underlying soils. The above foundation recommendations being achieved and verified; it is our opinion that the site soils are suitable for the construction of a swimming pool structure with a permissible soil bearing pressure not to exceed 2000 P.S.F. Florida Engineering & Testing appreciates the opportunity to be of service to you on this project. If you have any questions or comments, please feel free to call on us. We would be pleased to help any way we can. Since"re,,ly, _ , Allen Witt, Florida -Engineering & Testing Florida Reg. No. 39681 DRILLING PROCEDURES The borings are conducted in accordance with the procedures outlined for standard penetration tests and split spoon sampling of soils by ASTM Method D -1586. A two (2) foot long, two (2) inch O.D. split spoon sampler was driven into the ground by successive blows with a 140 pound hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time, then extracted for visual examination and classification of the retained soil samples. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the Standard Penetration Resistance Value). The "N" value provides an indication of the relative density of non cohesive soils and the consistency of cohesive soils. It is general practice that sum of the number of blows required for the second and third six (6) inches penetration are added to determine the "N" value. Suitable corrections are applied to this number, in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation Engineers and Architects, to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used. Therefore, the samples were taken at intervals of two (2) feet, or a every change in soil characteristics. c IET MR. BOB MILLER DEPTH (Fr) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0" - 6" 6" - 1'6" 1'6" - 4'0" 4'0" - 5'0" 5'0" - 15'0" A ENGINEERING & TESTING, INC. TEST BRING REPORT ORDER #: 95 -0755 ADDRESS: 1270 N.E. 102 STREET, MIAMI SHORES, FL REPORT #: B -1 PROJECT: SUBSOIL INVESTIGATION HOLE #: ADDRESS: 1270 N.E. 102 STREET, MTAMT SHORES, FT. DATE: 4/ LOCATION: PROPOSED SWIMMING POOL DRILLER: AW DESCRIPTION OF MATERIALS Water Level: 7' below surface. at 11:30 AM Date: 4/21/95 Respectfully submitted, 1821 S.W. Biltmore Street Port St. Lucie, Florida 34984 PSL: 407 - 878 -0780 Broward: 305 - 970 -8870 HANINIER BLOWS TOP SOIL 3 2 DARK BRN. MED SILICA SAND 2 4 5 5 TAN SILICA SAND 6 5 BROWN SILICA SAND 7 7 W /LIMEROCK 6 7 LT. TAN SILICA SAND 10 12 W /CORAL ROCK 12 15 16 16 17 15 19 19 21 22 23 24 22 23 25 26 B -1 FLLLORIDAIE P.E. & TESTING " 4 1 1 13 24 33 40 46 Meier Di.i. inn• Gram Symho Typical Typical Names Field Identification Procedure. IErewdln0r«rma Irv. lhen)Smm(7 Inehr,l and halo, tractions on estimated ereigrinl laboratory Classification Criteria I 2 1 a 7 7 7 sO t. t cw.. l t m. ar y(w o not•.,.,w :wt news it=. eat the smallest petiole visible to the naked eye. time eu .1 I 01a1elD. .tall GW Wo gndrd r rats "end robs u r •, Mortis te n n fin• WIA•m,nt+er tr sir.• nA rnhnl.or,al am ol inti ain .media se rarsir lr s, re• Use train - 0ise curve to identifying the fractions as given under held i dentification. Ca — Dtr g, U Greater than 4 (See nog r. below) Co w. D,. %rho Between one and 1 Cr I ,nl.•.nd mica Poorly . li o d nr nn 6n... Predominantly nl uv nigh som ntermeda o sv. mr••me. Not meeting all .r. dation r ruirements for GW (catty to algetooAddy ) eats gvo Naaein GM Sills .... rh, gravel +,nd.•,Il m,.ro..• p Nm pts,tie fin., nr ne• oath Ins I l 7 1 Iln, idoorI ,.inn li pr.rrdmre. •rr b r r. Atlerbrrr limits bete. "A" line or PI less than 4 Above "A" line with PI brlreen a and 7 GC I.sand •laf m Cltu ;L. Ica � I'lestie fines (for identification proredure• see 1:1. below,. ANerber Emil• ,Fore "A" line M.17,17 farm Li tr< than 7 Cr borderline e ogoi r use of dual ....b Sand! I More than half of sane fraelat, is Smalley than 4.75.nm Oka J1 ve.< sine. IF. ..t.l amorneow. tae s. y.wtyr to ono 1.11 (.ayy eu to NOM) ) epue5 real) SW traded ranA.. tea .stir ,,,,.„1,, litrlr wont: ne Rosa, W;A< rant. ;n ■rain s + anA ulntantial ,mounts el all ,ntrrmrAiatr ear tie le •, r••. Determine percents'. el gravel ocao ing a toasty of r Ms Mb yew as mtrrpr Lisa than 1% More-than 12% 1% to 12% D.. hen 6 (See mole, Go - fa G helms) G. 1D / Between one and 1 - . Cr ) P lit tllrtn•Ann c d +, grar•Ily sand., P.V. h in• rr an:lr inlrrm ^,e rdiale .'re n' rasa m,•• na. to•e• n Not meeting all gradation requirement. for SW (taut, 10 woman alos .eav) O geto apyeS SM Silty sands, •anA •• ;h mialurra. • Vy Nm o i e lines n with It i .l (for identification lines see I I. Wool Attsrberr limits below "A" line or PI less than 4 Lind 1. atoning with rove PI between 4 and 7 SC Clayey unfi d <l , mi.mrea. Plastic fines (for identification procedure. see Cl. helot I. Identification n« « on rrec nbn Smash than 0.417 mm 174n. o,)I Store Slre• Atlerbetl limits shove "A" line with PI treater than 1 are burdetline e requiring use of dual symbol.. OS uetis 0001 OS uegt .m..11 ttmtl ptnw-I a m11 pew's "13 pear npS aaep pot 0 14tS Dry Strength (Crashiti Astute '.c.) Dil,r nee hing IR action to hanel Tooehn• c 1 r or i 1 ny ear 1'1.) MI, Inorganic silts rod I�yro fine rends, finr +nl. or r i o + darn % j ilt, r ilh di p None to ditto Vtdch to .Mow Nonr 60 K 30 w0 Z 10 >' X3DN1 A1IJI1S1r'1d 1 a ' F ;t a Lu; Ls C mprtt Sal. oym u $a In n h lnoo•ing Plasticity Ind Tm,I . ltd D rr — 01. Imrpn;e X o lot. to med;em ,u rent. p∎ r dar.. unAy e� I r•• silty clays, Ion data. Otganie sill. and organic .illy clays of low plasticity. McAi In high $li to mrdiom N onr en .err slow_ Slow Medium $Iirh1 . with _ — � = ( I re = = 1�11� ryis� � -- META NMI ==== M = == RE MI! r distem, I,wr 's ill a sandy or elastic hoe d r salty wile, •;Its. �; ale I i i = $lo. to noon Sli hl In 1I11 mrAium --� o, � g 1c �� ma A —M11 CII off I slat 6 S 1e clay. of high plasticity, tat . no..6 O 14.nie 1.0c e •A i a nt Co high piss. n, e.nnir l .it• Il++h to very hitilt M•dinm no high Nm Na . to very Ilith S M to mli .ah,m Cl.. C I _ �t� ML �� a�E 0 10 20 10 10 10 60 70 CO 90 100 (i.e Ir Organic Sal. Pt Pot and ether Right. otgar,le soil.. R I 0,, n nr A olor, ednr. wenry Ie,I •nA Irenu•nt y br by fibreu• Ir.t u.e. LIQUID LIMIT PLASTICITY CHART For labootory classification of Ane.gr.ined soils CORRELATION OF PENETRATION RESISTANCE WITH ROCK HARDNESS DESCRIPTION RELATIVE DENSITY AND CONSISTENCY SOFT Rock core crumbles when handled. Cone Standard Penetration Penetration Relative MEDIUM Can break core with your hands. Tests Tests Density Kq /Cm Blows /Ft MODERATELY Thin edges of rock core can be ARD broken with fingers. 0 - 16 0 - 4 Very Loose 17 - 40 5 - 10 Loose ARD Thin edges of rock core cannot be SANDS 41 - 80 11 - 20 Firm broken with fingers. 81 - 120 21 - 30 Very Firm Over 120 31 - 50 Dense VERY HARD Rock core rings when sruck with a hammer (cherts). 51 - 10% 10% - 30% 30% - 50% MODIFIERS Approximate Fines Content Modifiers PARTICLE SIZE Boulder > 12 in. Cobble 3 to 12 in. Gravel 4.76mm to 3 in. Sand 0.074mm to 4.76mm Silt 0.05mm to 0.074mm Clay < 0.005mm KEY CLASSIFICATION AND SYMBOLS Slightly Silty or Slightly Clayey Silty or Clayey Very Silty or Very Clayey Consistency 0- 3 0- 2 Very Soft SILTS 4 - 9 3 - 4 Soft 6 10 - 17 5 - 8 Firm CLAYS 18 - 31 9 - 15 Stiff 32 - 60 16 - 30 Very Stiff Over 60 31 - 50 Hard C. N IC StreetFinder Map 1 1 .22 .44 0 1 inch equals .44 mile I. • • - 0. • Joins map on page 16 LJ Joins map on page 34 Joins map on page 23 V V' IV Ls. II G G 1111 GOLF COU ' E - - 103rd St MI i ' LUBHO SE. II% _______ iggnd St -••••• .-.... .‘ ...,-.-,i . .. , . . . , . . .. • • • , ,. . , • . . . : . . . Normandy I . . s . . le I- 1 -•Rtb` ---- IS - r-- POOL L.St ow st ■••••J — T IA ,., "*.`"., ',7 ' h 00th N t .0..1...2 P - 3 st . .,: st • • Irk th S a 91 i _" T cc- •4? 9 2nd > -, efff I St V 1,511(.1V: r • I 95th ARKSt , C I ri .c th St I St — 92 nd St J , I St .__. 9tst - L - ',.. .. .._.. Ter . • Olh Sic I 87 th st 86 th E - 85th .,:e.,j 3 rd Ter 07 St - 2 ___ - _.Z;,< Jer,_ 90th ---- 189n :- le • IF- St ... • •• . - Lake Ward 90th St . 89th Ter -- -110,., Belm ii .. ) 1 B --,.:,- ""- cck - P.I 84 th, orr I I 83 rd_ I82fld - F-187 st74.1 PAR tii .J z St - - - __ISLI 11.1" i _ L:St fer, tk ' _ ., S 4 ( 3 . 11 ''' . . , . , , Harbor !I . • • l ' ' '' '. island: , _ y. .. PELICAN HARBOR t . :,;.: ' ,..)...,, , l' i: . 0 ,... , PARK & MARINA . , • " ' ; ' J.F. VKENNEDY ' ,. r. , ,.. ' m HAIL • IIICAUSEWA . , , , • • ., .. .. . : :, . , F 5 . .. • . . 6 - 11 th , th .ci _ - - St t.c1 81 g __at. z NE-79 St_.I...- `;"r _ 934 77 „,if.... thTar - 5 , _a --sib St .-___.. . • 'p ''tre 1_,_ _. Fi r--..-- 77^ • ;.. ,•- 1,;•.-, • . ., ' .:,., , 0 - '• . :Nort Bay • ';`,. ,' P . .'`,!'„.' . ' •• c l ' ''.• 11(6 e ,-. • . .. , c , 0 • ' =- e E z. ,,.. 2 0, ‹ , g ' '7 > .:c .,z Treasure = a -",,, 9 a Dr 5,2 N 2 TREAS URE PARK 3 Galleon g 1 °-• _c_c• i St , Riv r. - ' ---P ,,, •: -- , •,,- • , • :;:.,. ,-. ' T.ir Bay : . Treasure r S "' ' ' \ --, --,- •-•• • - -- - - "" -' - ' --- RI „ th h St 6-- t h ,._ d - _____st PALM-RAY-c.UB , „2 m . : iTreasure . , %.-.1-sland , VILL St ' , ' • .. . Si ct'f , . 65TC1 6. . LEGION ET '''' . ,,,. , " _ PARK . LEGION - ": , ';'"! St PICNIC : k ,', :;',:-`,•;:-:. '.. ;* . • .. ' • . .. ,, . .. • ' ' • , .7. , . • ISLAND St - —. I PARK _ . :, II ti i M _ . . 1, , ., • •.., I ; . . .' • .$ '''' . I — . 57 t ist_ __._ er 55, h St , 'Si - _ __ ' , MORNINGSIDE - ::.,71,—. . co = . -: • v-- - . '...: 4 . • . • 4 I ,;•-.: , alit ,: . ( , . . i ' k: ,. ' : • r . . ..*.. . •.' • • • . ■ er — ,i 0 - a - Rd nonwood iba y ,, a ke, 4 0 0,,. • , . • BAY . . • . : , MORNING : Silk,'" MO INSIDE . - tj.f .'. PICNIC .;i!)/.,11P,,,,;, P K POOL '. ' • . . ., ;: . ISIAN %,t. a ' :•.,., ;_ ' . -,,. PARK: ..: • , • ,', Y.; . ;.:5: . ' - i„ " • • . , 4. ) , 331 37 ,. i: ,., : • ..., .. • ,:. t V . . - • •,•,;;.:1';••;'•,• • . • POINT • • ■••• a. •■•■• E..% r-ic C C C. N IC StreetFinder Map 1 1 .22 .44 0 1 inch equals .44 mile I. • • - 0. • Joins map on page 16 LJ Joins map on page 34 Joins map on page 23 Sittt SODS: AiTii A Sic ORM* I coNtittit 0311i4iTJ WALL! 111K. 4o M N. rto011 s THK tot 3,0001 PATIO TO BE 2500 t!1. ALL PIPING TO SE ScH. 40 wi N.S.F. APPROVAL. POOL FiNISH: $TL. isowELEO MARett PLASTER. soil KARIN() PRESSURE ion° P.s.r. FOR IITORO-STATIC.OELTIT ABOVE 4' 6" OF POOL DEPTH, ADD T Pool_ SLAB PER 12" WATER. laal it? 1 (KAM te-ite14113 IH Pe it* . SUMP EA«. 01ttoi. Otto% WA • r 114 4iautvice Om et. •tceNt. c 6 it- eii S. was/ dttit-JV A-0 p i t io• i i LIP;16 To frIcIt.St (40044mteii_ — .4) 1 16 41 .t. lew n" or sok rh .71iAiti, 1, t C ( ;‘,Wiste inn war r ELEMICAL C.0 UC 14_ ith Foot. 5P.c.TIoN OQL. 5PECIFIcATIO SIZP..36fo N. x12.0 t DETY11-16. 0 ft. in ft VOLUME 2-02_ I Co rt. TuctowiVEFt RA io tr,, SURFAcE.Mt.A 5 a PENMErmt d1 lie. PUMP : onic: IIPSTARITE ikiLETsi 3 7 n 6PM it copING: ! 13 /Z. C-IC A$nikts STEPS: id Me latiORAIL: /\10 PECK 11_5 - 7 Nr o 6 pfr-„ 4EATsfu mcii4E 15Td5 01101kMATIVC! 1 icw 6 etraXiv M on' E NOA/E MINN tJOA _osutt LAY 0 Ngt_ 5PtC.IAL IttM, olt MareS r 1-- ' -1 WC.. - 7 Li .5.dxris 10,5 swim our tAl/cA-Pr/Leetz, 23. 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