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2005-01 Crandon Boulevard Master Plan Approving Minor Revisions
RESOLUTION NO. 2005-1 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, CONCERNING THE CRANDON BOULEVARD STREETSCAPE MASTER PLAN, APPROVING MINOR REVISIONS TO MASTER PLAN FOR CRANDON BOULEVARD, APPROVING CONTINUED IMPLEMENTATION OF CRANDON BOULEVARD MASTER PLAN; AND PROVIDING FOR EFFECTIVE DATE. WHEREAS, the Crandon Boulevard Master Plan Implementation Committee (the "Board") has recommended certain minor revisions to the Crandon Boulevard Streetscape Master Plan; and WHEREAS, the Village Council finds that the revisions recommended by the Board are in the best interest of the Village and the community and substantially comply with the Master Plan previously approved by Resolution No. 2004-09. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS: Section 1. Recitals Adopted. That each of the above stated recitals is hereby adopted and confirmed. Section 2. Master Plan Revised. That the Crandon Boulevard Streetscape Master Plan, as previously approved pursuant to Resolution No. 2004-09, is hereby amended to include the following minor revisions: 1. Parallel parking spaces shall be placed on the West side of Crandon Boulevard from the Village Green to 560 Crandon Boulevard (SunTrust Bank). 2. One (1) loading zone shall be placed in the public right of way in front of 180 Crandon Boulevard. 3. One (1) loading zone shall be placed in the public right of way in front of 260-328 Crandon Boulevard (Square and Galleria Shopping Centers). 4. A landscape buffer, as shown on the plans attached hereto and marked as Exhibit "A", shall be placed in the public right of way between the property line and the sidewalk in front of properties located at 12-38 Crandon Boulevard (entry block). 5. The bus shelters that were proposed at Key Colony and at Sonesta Drive intersection shall be deleted and replaced with one (1) bus shelter and pull off lane at the library at 299 Crandon Boulevard Section 3. Master Plan Implementation to Proceed. That the construction documents, including finishes and materials for improvements, as prepared by the Village's Project Engineer pursuant to Village Resolution 2004-30, are hereby approved as set forth in the plans which are attached hereto and marked as Exhibit "B". Section 4. Effective Date. That this resolution shall be effective immediately upon adoption hereof. PASSED AND ADOPTED this 11th day of January, 2005. MAYOR ROBERT OLDAKOWSKI CONCHITA H. ALVAREZ, CMC, VILLAGE CLE APPROVED AS TO FORM AND LEGAL SUFFICI VILLAGE ATT • RNEY F:/103.001/Resolution/Crandon Boule - d M ter Plan Approving Minor Revisions 1.4.05 2 s:hk;o • • 4 XHIBIT ""B CRANDON PHASE II VE ENTS From Galen Dr. / McIntyre St. to Village entrance and Harbor Drive from Fernwood Road to Crandon Boulevard VILLAGE OF HEY BISCAYNE. FLORIDA INDEX OF SHEETS SHEET NO, DESCRIPTION CO Cl C2 C3 -C11 C12 -C19 C20 -C21 C22 -C27 C28 C29 -C36 C37- C38 C39 -C46 Al -All L1 -L8 L9 Arrivicon Comoutting Enstirlitarl Coati; lOmtrof Snpparting krretier ce in Engorer;n9 COVER SHEET KEY SHEET & GENERAL NOTES TYPICAL SECTIONS DEMOUTION AND GEOMETRY PLANS DRAINAGE & GRADING PLANS CONSTRUCTION DETAILS & SCHEDULES SPECIAL PROFILES HARBOR DR. CROSS SECTIONS PAVEMENT MARKING AND SIGNING PLANS SIGNALIZATION PLANS ROADWAY LIGHTING MODIFICATION PLANS MAINTENANCE OF TRAFFIC ARCHITECTURAL PLANS ELECTRICAL PLANS LANDSCAPING PLANTING PLANS LANDSCAPING SPECIFICATIONS AND PLANT LIST IRRIGATION PLANS IRRIGATION SPECIFICATIONS AND DETAILS Can AI8 hours beam s you dig S3lf?aPIIr%* State m,* Ono Can at Florid*, Inc. • MATCH LINE PROJECT L OcA ON C3TS PROJECT NO. 1108-07 U CORZO CASTELLA C,ARB, . THOWSON SALMAN CORZO AS1EIJ.A CAR8I1O THOPSON SAI.MAN, P.A. ENGINEERS. ARCHITECTS. PLANNERS 901 F0PeiCEM. 0 LE0i`^.# 1:3L, VD La I TE 900 C')R L. x, .,.E S. w LORAC.:> 31 MIAMI (305)--445-2000 FLORIDA (800)--..448---0227 P A_ RED ESTRATIONS 9.00050322 AA0002142 DEVELOPED FOR: VILLAGE OF KEY BISCAYNE MAYOR: ROBERT CLDAOWSI°I VICE -MAYOR: ROBERT L. VERNON CITY COUNCIL: JORGE E MENDIA ENRIQUE GARCIA STEPHEN LIEDMAN THOMAS THORNTON PATRICIA WEINMAN JANUARY 2005 APPROVED BY RAMON CASTELLA, P.E„ REGISTERED ENGINEER NO. 40073 STATE OF FLORIDA 1-800-432-4770 SHEET CIO SHEET C19 SHEET C36 SHEET xx SHEET C46 SHEET xx SH. .E1 xY (Demolition A Geometry) (Grating A Dralaagt) (PaueMeat Marking * Signing) (Architect -and) ("Roadway Lighting Modification) (Laadscapiog Planting) (Irrigation) SHEET C7 SHEET C16 SHEET C33 SHEET xx SHEET C43 SHEET xx SHEET xx SIFT C6 SHEET CIS SHEET 02 SHEET xx SHEET C42 SHEET xx SHEET xx SHEET CS SHEET C14 SHEET 01 SHEET xx SHEET C41 SHEET xx SHEET ix SHEET C4 SHEET C13 SHEET C30 SHEEP xx SHEET C40 SHEET xx SHEET xx 5: ; t)'T £3 SHEET C12 SHEET C29 SHEET xx SHEET C39 SHEET xx SHEET xi DESCRIPTION ,NWINVioft (Demolition A Geometry) (Grating & Drainage) (Pavement M rklag A Signing) (Architectural) ("Roadway Lighting Modification) (Ladataping Planting) (Irrigation) (Demolition A Gannet:;) (Grading A Drainage) (Pavement Marking A Signing) (Arahfteetiral) (headway Lighting Modification) (Lamiscspins Planting) (Irritation) (Demolition A Gionotry) (Grath's A Drainage) (Pavement Marking A Signing) (Arckitectarai) (Roadway Lighting Moiificatitn) (Lsathcalrtag Planting) (Irrigation) (Danslition A Geometry) (Grating A Dressy) (Pavement Marking £ Signing) (Architectural) (Roadway Lighting Modification) (i [raping Plaiting) (Isrlgstltn) (Damolititn A Geometry) (Gentling A Drainage) (Pavement Marking A Sigmas) (Arc/tto l) (RMaiway Lighting Modification) cJAiseapiag Planting) (Irrigatime REVISiCNS APPROVED BY: DATE:_ .goeeooaeoe ax•Rpme zotArt ADL DL SUM' £9 (Delinelition a Geometry) SHFRT CIS (Grsii*g & DrAtuage) SHEET 05 (Ps.tlnti t mamas * swig) "` -- SHEET xx (A rckftectiErsi) SHEET C45 (itaaiway Lighting Modification) SHEET xx (Winging Planting) SHEET xx (Irrigation) SHEET C3 S.IEEE1 C17 SHEENC34 SHEET xx SHEET C44 SHEET xx SHEET xx (Demolition A Geometry) (Grating A Drainage) (Pavement M.arki*g A Signing) (Architectural) (Itas4w*y Lighting Modification) (Landscaping PLntiag) (irrigation) 1111 OfiAS LIACRAII0MOURNSSA, PA ENGINEERS .ARCHITECTS -PLANNERS In 901 PC>e,4CO. CM ON 93t,.vC., S$irrE 900 CHECKED: amcc..):--"I...cc..):--"I... [2A 3:.. S, F"i..Gritf A. .3.31 3.4 MSAMS f,305)°^^445-- 2950 f'LCR,0A (000)— 448-02 e. OC: F� FL. RFC'S''YRA Yfc,NS. MC3005022 AA000214. CADO FILE: DATE: DRAWN: DESIGNED; I.03 -0S RM CMH RC MCRAL, IYQXA' 1, SODDING TO SE USED AT LOCATIONS WHERE EXISTING LAIYl'IS OR SWALES ARE DISTURBED, AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER 2 ALL DISPOSAL OF MATERIALS, RUBBISH AND DEBRIS SHALL RE MADE AT A LEGAL DISPOSAL SITE OR BY OTHER PRIOR APPROVED MANNER. MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY WILL NOT BE CONSIDERED AS HA'WNG BEEN DISPOSED OF SATISFACTORILY. 3 THE CONTRACTOR SHALL TAKE SPECIAL NOTE OF SOIL CONDITIONS THROUGHOUT THIS PROJECT. ANY SPECIAL SHORING, SHEETING OR OTHER PROCEDURES NECESSARY TO PROTECT ADJACENT Pf?OPERTY, EITHER PUBLIC OR PRIVATE DURING THE FILLING OF EXCAVATION OF SUBSOIL MAIFJilAL OR DURING THE FILLING OF ANY AREA OR FOR ANY OPERATION DURING CONSTRUCTION SHALL BE THE SOLE RESPONSiBIUTY OF THE CONTRACTOR. 4. ALL PAVEMENT DIMENSIONS ARE TO LIPS OF GUTTER OR FACE OF CURB, AS APPLICABLE", UNLESS INDICATED OTHERWISE 5 ASPHALT, CONCRETE OR PAVER DRIVEWAYS ON PRIVATE PROPERTY ABUT+7NG RIGHT —CF —WAY WHICH ARE DAMAGED OR IMPACTED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER. S. LOCAL RESIDENTS, PROPERTY OWNERS AND TENANTS WITHIN THE AREA OF CONSTRUCTION SHALL 8E G;EN ACCESS TO THEIR PROPERTY DURING ALL PHASES OF CONSTRUCTION. 7. THE CONTRACTOR SHALL REMOVE- ANY EXISTING STRIPING THAT CONFLICTS V,ITH TIRE MAINTENANCE OF TRAFF7C DURING CONSTRUCTION AND PROVIDE ADEQUATE TEMPORARY SIGNING AND/OR STRIPING USING REfiECTORIZED PAINT. 8. PAVED ASPHALT TEMPORARY PAVEMENT AND CONNECTIONS SHALL BE PROVIDED THROUGHOUT PROJECT, AS NEEDED AND DIRECTED BY THE ENGINEER TO MAINTAIN TRAFFIC AND ACCESS. 9. TRAFFIC SHALL BE MAINTAINED ON DUST FREE ASPHALT SURFACE AT All. TIMES. 10. CONTRACTOR SHALL PRESERVF ALL STREET SIGNS, BENCHES TRAFFICS CONTROL SIGNS, ETC, AS DIRECTED BY THE ENGINEER. WHEN DIRECTED' BY THE ENGINEER, THE CONTRACTOR SHALL REINSTALL OR DELIVER SAID PUBLIC PROPERTY TO THE s4LLAGE OF KEY BISCAYNE OR MIAMI—DADE COUNTY PUBLIC WORKS DEPARTMENT 11, ALL STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 1Z ALL ELEVATIONS BASED ON N.G. V.D. 13. EXISTING LAND MARKERS AND MONUMENTS »?TENTH THE LIMITS OF CONSTRUCTION SHALL BE REFERENCED AND RESET BY SURVEY PARTY ON PRO..E'C7: 14. UNLESS OTHERWISE INDICATED, ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO REMAIN. 15. UTILITIES ARE TO BE REMOVED OR ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER. UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND ARE TO SE VERIFIED BY THE UTILITY COMPANIES AND BY THE CONTRACTOR. 16. THE CONTRACTOR SHALL CALL ALL UTILITY COMPANIES TO VERIFY EXACT LOCATION OF ALL UTILITES PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 1N THE, WI)RX AREA BEFORE SEGiNNIG CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL UTILITY COMPANIES, THE VILLAGE AND OTHER CONTRACTORS' TO MINIMIZE DISRUPTION OR INTERFERENCE' TO THE CONTRACTOR'S WORK 17 CONTRACTOR SHALL COORDINATE WITH THE 1RRIGAi70N AND ELECTRICAL SUB —CONTRACTORS FOR THE INSTALLATION OF ANY NECESSARY SLEEVES UNDER THE' PA'iEMENT 18. PRIOR TO CONSTRUCTION AND EXCAVATION OF TREE HOLES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR M VERIFY THE LOCATION OF ALL UTILITIES; STRUCTURES, ETC. BY HAND EXCAVATION OR OTHER APPROPRIATE MEASURE TO DETERMINE IF THERE ARE ANY CONFUCTTNG UTILITIES IF THE PLACEMENT OF THE TREES, WHERE SHOWN ON 1NE PLANS, ENCOUNTERS INTERFERING UNDERGROUND UTILITIES; THE CONTRACTOR, UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT, SHALL READJUST THE SPACING AS REQUIRED TO GIVE PIE APPEARANCE TO MATCH DESIGN INTENT. 19. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES AND ADJUST EXISTING WA 7ER METERS AS NEEDED. ASSOCIATED COSTS TO BE' INCLUDED IN SIDEWALK BID ITEMS. 20. CONTRACTOR SHALL COORDINATE MTT-I MIAMI DADE WATER AND SEWER DEPARTMENT AS NEEDED FOR THE ADJUSTMENT OF VALVE COVERS 21. ALL MANHOLES AND CATCH BASINS TO REMAIN IN ASPHALT OR CONCRETE AREAS SHALL BE ADJUSTED BY CONTRACTOR TO BE FLUSH WHITH PROPOSED FINISH GRADE, BEFORE THE" FINAL ASPHALT IS PLACED _OR CONCRETE CAST: 22. ALL FIRE HYDRANTS SHALL REMAIN UNDISTURBED UNLESS OTHERWISE NOTED. 23 ALL EXISTING PLANTER AREAS SHALL SE PRESERVED AS DIRECTED BY THE ENGINEER. 1F DAMAGED, LANDSCAPING SHALL SE RESTORED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. NO EXTRAS WILL BE ALLOMD FOR RESTORATION. 24. CONTRACTOR SHALL CONSTRUCT 3/'4 EXPANSION MATERIAL ADJACENT TO ALL NEW SIDEWALKS AND EXISTING WALLS BUILDINGS, ETC. AS SHOW ON PLANS 25. CONTRACTOR SHALL CAREFULLY SAW -CUT ANY ROOTS IN CONFLICT WITH CONSTRUCTION OF CURBS SIDEWALK, DRAINAGE OR UTILITIES. ROOTS TORN BY SACKHOE WILL NOT BE ALLOWED 26. CONTRACTOR SHALL MAINTAIN TRENCHING TO THE MINIMUM REQUIRED TZT DO W*DRK TD AVOID DAMAGE TO TREES 277, RESIDENTS, PROPERTY OWNERS AND TENANTS ALONG PROMCT ROUTE SHALL RECEIVE MINIMUM SEVEN (7) DAY ADVANCE WRITTEN ,NOTIFTCATTON BY CONTRACTOR OF WORK TO BE PERFORMED IN FRONT OF THEIR PROPERTY. 28. ALL SIDEWALK CLOSURES SHALL SE PROVIDED BY THE CONTRACTOR MTH PROPER PEDESTRIAN DIRECTIONAL DETOUR S1GNAGE; CR AS DIRECTED BY THE ENGINEER VILLAGE OF KEY BISCAYNE FLORIDA A.W KEY SHEET & GENERAL NOTES CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEET 60' i VARIES_ S' - Varies i SrxE Aaf,had# or Pass Restoration 4-f r Location of Buck of New Sidewalk -I to Match Exiettrtg Sack of Sidewalk (TWical), Unless Otherwise Shawn on Plans a Sidewalk 2% 1 4' COLORED CONC. SIDEWALK (S"W/ 6x6 W 1.4x W 1.4 WW1 ATDRIVEWAYS) COMPACT SUBGRADE TO 95% Ok7Y57TY PER AAS*1TC3 T-180 i Varies Swot Aaphaf } or Poi we Restoratlan Colored Concrete--- TYPE "D_CURB 2% Location of Rack of New Sidewalk to Match Existing Rack of Sidewalk (Typkaf), Unless Otherwise Shown on Plans 4" COLORED ED c'LWC SIDEWALK (b"w/ 5x8 W 1.4 x W 1.4 KUMATDRIVEWAYS) COMPACT 9..1-B af'iAt E TO 95% DENSITY PER AA$71TO T-180 i.RIF�TI9N 'Varies .i' to 13' Swale Type "F" Colored Concrete Curb * Gutter Parallel P v --Prep. Pavers Catered aware 2' Volley Gutter 2" Sand Leveling Bed - 8" Reinforced Conc. Sob i w/ 1'5 a w. 61► 12" bottom 4' Bike Lane 2% Trove,' Lane 11' Trot* Lane Travel Lone EiG T1NG L.ANOSC A;^'t'u ME7)DAN r--DISTNG CURS & CUTIVf TO BE RalOVED & REPLACED W/ CLZOR12ED TYPE" LVRB sE CUTTER, FOLLOW EXnST. E L P. cosmic CURB & GUTTER TO B RE40 & REPLACED W/ COtO IZED TYPE "T"" CURB & CUTTER. FOLLOW EXIST. & D.P, J 7t..�Y. �' je s...._W •Y J 4. 4 4 ,Lr 4 i * * fF..�it $ �Y 60' 11' Travel Lone I t 1 ---EXISTING PAVEMENT, CEASE �A I. Milling & Rsscsrfaaing w/ 1" S -lit Asphalt (Alternate: 1" Hot in Place Asph:slt Recycling) AND Si;RGR,4DE t tip 12" Lirnerack Base 12" Stabilized Subgrode (LE3R•A4G) 0 3" S -ill Asphalt (Trip 1' laid Simuitoneaualy with 1" Resurfacing) 11' Travel Lane EXISTING PAVEMENT, BASE AND SUBfRADE VILLAGE GREEN PARALLEL PARKING & BUS BAYS 4' maim m GCNC. SIDEWALK (8'W/ 6.x5 J W T.4 x W 1.4 SUM AT LRI EWAi'S) COMPACT SUBCRADE E 173 95% DENSITY PER AA. 17O T -18O REV S€£INS 50' 1 CRANDON BOULEVARD N.1 S 11` Travel Lams EXISTING PAVEMENT, BASE AND 5UB;R4GE Varies 3' to 13' Swale Type 'F. Colored Concrete Curb & Ctfor Varies Sidewalk 0' - ,A• Varies l ESad, Asphalt or Pavers Restoration{ ■ 2X sI `--Location of Bock of New Sidewalk to Match Existing Bock of Sidewalk (TTical) Unless Otherwise Shote".n on Plans L- #" COLORED CONC. SIDEWALK (6"W/ 6x6 W 1,4 x W 1.4 6$MM AT DRIVEWAYS) COMPACT S1JBIk7ADE' TO 95X DENSITY PER AAS11TO T-•180 Seale Type F'' Colored Concrete -•--. Curb & Gutter APPROVED Y: 1 12' Travel € CONSTRUCTION 4' Mountable Concrete Traffic orator P.G.L. Refers to this Point C 2-1/2" Asphalt Concrete Slrioce Course (Twes 5-81) 8" Lk -norm* Rase 12" Stabilized Sub ade '"" ) 5` 10' urn Lane h -P.at, Refers to this Point 2% HARBOR DRIVE CORM CASED 0 THOIIPSCN SAIIIAN1 P.A. ENGINEERS ° ARCHITECTS 'PLANNERS 901 W.C,, `tC Cs ' l.Pc:OYv t'Jt..v .. Sb..t>"+e;: POO ryO A. GTR �fL F } C7RtiiJA .3. 31 t�ta AAr# (.3O5)-4•,9—•2304'3 PLOW PA ( WO) --44ES-,•O227 KIKC. WY9ZAYs[SN:6: k-KICs0C3 ©.8.'2. RAC MZ"142 DATE: DRAWN; DESIGNED: CHECKED: V4: CADO Fi E< RM RC 1 Lane 1O' Turn Lane WI "2'" Aft 14' Swale %--7)pe F"' Colored Concrete % Curb & Gutter VILLAGE OF KEY BISCAYNE FLORIDA er .. .,a Sidewalk od Aaphalti or Pavers Restoration 1 1 i --- 4" CO-Of?ED CONC SIDEWALK (6'W/ $x5 W 1.4 x W 7,4 411W AT DR'1LEWAYS) COMPACT SE1RQRAIIE TO 95% DENSITY PER AAS%VTO T -18O TYPICAL SECTIONS CRANDON BOULEVARD IMPROVEMENTS PHASE II ,\ \l\ 1\ \ ti a \ \ (' \ • \\ \\ °° \\\ 1\\ \ 1\ \` \� \\ \\ \ �} �v-'--\ \ 1 G 1 \ 11 \\ C \ 1 ' \\ \\ \ S \ \ '4 \ % \ A. \\ \ 1 \i 1\ 1\ \ \\ \ \\ V A \ \\ \ \1\t 1\ 1 1 ti \ t 1\\ u \\ \ c t\ ti 1\\ %. 1 \ Al` \ 1 \\\ \ \ { +t 1i l\\ \ A\ vvv �Av vv vv v, % v \ v1 \ \, 1 \ \ a \ 4 i %A \\ V A V \-• 1 l t, 1At, \ \\\ \\ \ \ \ t 1 II ., _ 1 \ %\ '@ \ \ I it 7.��� ii \ ‘,‘,\ x \ \ \ C/ k _tl \� i \\ \ \ ;1 \ \ \1 \\ 1 \i \\s i1 '/7/ \\ \` 1t1! 1t\ , / \\ \ (£. 1i 11 =' \\ \\ , ,l l \ \\ \ \ �(} \\ ' , k' \1 \ \\ s .147 /ry/\\ \\\ J \tl 1t l \ 11 \, _ w y — - `�" st. 3 Your+ Gutter \\ \\ i t' \ \\ \1 _ - - To Remain ^µ l\ '' d \ In-rz,. � -- " ! Match r \ - 1 ist. ib ; \` r-'• Begin Project Crandon Boulevard Begin Pavement Resur Sta. 52+37.70 Match Exist. Elevation cing f--Exmt. Siceweac To Remain Exist. 2' Curb & Cotter To Remain GRAN0O0 PC STA. 51+40.35 q Saw -cut & match Existing \ Marc& Exist. - ‘ ^ ^l� r ' 7 •:`Y"`..� r. �}�.,C, r f• f ri Y l•y "Y Ar-- .f L;' -T. ` "•`�Tgy`.. r l I t r i :` 7w `J 1' 1 y ~! _ r�� =_} = •�= eL \o o. "SUNTRUST BANK" (520) +16 — — — atcn. Exist. \\ \ \ \\ \\ I \\\ \` ! � \\ \\ f \\t — — Crandon Blvd.= srA. 50+87 \ Galen Or / McIntyre St.- STA. 90+00 Call 48 hours before you dig Seanshir+e State...* lee Call of ftoriva; Inc.. 1-800-432-4770 REVISIONS • DESCRIPTION 3. 4. DATE • Y APPROVED BY: DATEc_. ._... 1 Exist. Curb & Gutter To Remain Exist ode»a'k To Be. Removed (TYP-) ' Begin Deviation ,rom Exist. Sack of Sidewalk t` e' /-r f _,L t�,4/W Line - LEA X • Exist. Walkway To Se Remove `-'See Nate Na.1 —Saw-cut & match Existing L. R/W Line Cl DATA: PC = Sta, 51+40.95 PRC = Sta. 54-51.12 R = 1206.37' =310.17' G- 14.43'5,;" 0 - 04'44° 58'' "CRANDON TOWER" (555) L EGEND Censer Line Right of 4,/ay Line Prop. Curb & Gutter Prop. -Driveway Prop. Handicap Ramp Exist Curb & Gut tee - Existing Ca tch Basin Exis ii, sg GO t'e `✓+3t ve Ex/,v,)9 Trees Pr.00 Bras SPsei rer tst Exist. Catch 8asi; T Be Adjusted Saw -cut & match- '4 'oG Existing -Prop. 3' Valley 1 Gutter —_� —— __ Exlsi. Curb & Gutty To Be Removed & Replaced +a/ Colorized Type ":"Curb & Gutter Fallow Exist. E.O.P. See Notes -I Na. 1 & No.2 -Encl Deviation Pram Exist. Back of Sidewalk Scw-cuf & match Existing Ex.+s tine fire hydrant Exist. Exist. Exist. Exrs t. '----- UHV------- Exist, Exist, (340) + f Exist. wait-' To Remain r etephone Manhole Sanitary Sewer Manhole Light Pole w/ Pull Box Up -L iieh t.s Overhead Vire Edge aP Paver,ent Exts tincl Sign Existing Sidewalk , curb & Gutter or Va.,liey Gutter To ae Removed E x/s ;r:g f 1 +/PP'S Property Address I1111 CORM CASIE LA CARk.O THO SON SAS , , P.A. ENGINEERS ° ARCHITECTS ° PLANNERS IIIIIIyap< pOs+:C Oe LV.E0:+1 et. N'CJ., 516st'''F 58:361 migCst..•,F<,•6.L. a.Fe.e"i3._fc:S. FF'5_0,-.2:C.:..1,4. :3`13'134. 3.1: AIM (3a:r)-445-2908 ^1..0,210, (830)--445-••0227 r• ne is7r:A-noiNs: e$3OCOra22 AA. -.•.`002' 4. DATE: DRAWN: DESIGNED: CMH CHECKED: QC: CADD 1 —X13 —O RM RC Exist. Roma TO Remain ! r^ `` fxtSew1k\ -41 Prop. Type F' Curb & Cutter Y Crandon Blvd.= STA. "4-i-22.26 Greed Bay Entrance= .\TA. 02+00 \ la. 02 PRC STA. 54+51.12 Exat. Curb & Gutter To Be Removed ,' i ¢_ _ }{ ; 30.5 1:•.::::' ttC `rr rC rr -1:,,,,,z4 T; y . Saw h�-a -,r ,' 4 u ''!:Jj. �-� � �Cr-;� ;-7.7, ��,��)-'�. � tit c,....,2:;/41 -2,::c:-/.7%, :;: =� "�-"''�` 1 } I o i 1)(4,z,(..7,.. -:,... ./:'/:, ;,,,,..,/,7,.,14 +L t+ Existing / NO TES: 1. Remove and reset Posers in this area as needed to Match New back of sidewolk grade. (Moximum Slope 1:20) 2, 1-'rovide Pavers (To Match) as Needed To Fill in, VILLAGE OF KEY BISCAYNE FLORIDA CS St. Edge of Pavement Saw -cut & match Existing xist. Edge of Pdveme.nt Line C2 OA TA: R 1825' (Reduced Scale, = 4r; 0 20 40 — To Remain 7071e Removed See Note No.1 Exist. Cone. Pad To Be Removed Curb & Gutter meat Exist Curb & Gutter To Se Removed & Replaced w/ Colorized Type "r Curb & Gutter ro Re Removed (25) "GRAND BAY" REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR F?ELOCA770N OF EXiSTiNG TREES coN51820 nay NOTE: Location of existing facilities as shown an construction drawings are from available records. The Engineer assumes ro responsibility for the occurocy of the foaltie.s shown or far any facility not shown. Verify the elevation, type of pipes and location a existing facilities prior to constiuction. 1f an existing facility is found to conflict with the. proposed construction upon execration the contractor sholf immediately rotify the engineer of record so that appropriate measures can be taken to resolve the problem. Contractor to notify Village of Key Biscayne and Stins,f*ae Stab,. One Collof Florida, inc. go 1-800-432-4770 at Least Fr...rry Eight (48) Hours Prior to Exca•voting. Ectence of such notice shall be furnished to CJTS pric,r to ecxcovating. DEMOLITION & GEOMETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II _.iCR1PT1ON 4J Exist ciowa:k To es T"em-aved (1'}p.) Iy J co'7 — Lxi9t. Cot*K eosin'°- 1 'h 10 Se Adibstea E'_x;8t_ Catch 3QEin To Be Adjusted (24) Begin )eviction, from Exist, Back of Sidewoak �Motcn Existing Pr'cp. Paver Perking Exist. Cuea de Cotter To Be Removed& Replaced w/ Colorized Type r Curb dr Otter Foraow Exist. E.O.P. r Prep. Type F" _Curb dk Gutter Coil 48 hours Worst you dig Sunshine State ,,,,+' One Cott of F"toriO4, Inn. 1-800-432-4770 REy!s om5 DATE (22) APPROVED 8Y: DATE: -f 1"a :_:::.1t-.3 c\>NI i1 a{°i Exist Catch Beam To Se Adjusted Ex;at. cane To Re Removed hs Replaced wr✓ Colorized Coro. *V) R1'W tine ..1 1C? / $ / V; e.1 a ! i ,�1� "3 1 Exist. ECge ,$ PaverRC^Y Prop. Type 'F"---1 Curb ee Gutter r- Ex;et- Catch eosin I To 8e Adjusted i Exist. Light Pais To Se Relocated a 14 f (2 1) iI h)it✓ 1 iriP' L 5' Offset from Exist. S. .S. LQAE 1 PC - Sto. 5 4.51.12 PRC w Sta. 6+45.Er R - 1825' L=1194.4E snap' 0 = 03' 08122" 1 L EGE NJ Center Lime Richt of Vay Line Prop. Curb Gutter Prop. Driveway Prop. Handicap Ramp Exist Curb & Gutter Existing Catch Basin Existing Ga to '!a i vex Existing Trees Prop. Bus Shelter- i gm f;a^2 Fy,OINI. , got. L.e or+i F�L,`a"J-, s,...; aw: Sa<3 Wwc�t✓x �;_ Qti'aF.:EC-tr: , f'"t....gFiiL7.�. ��t^:. '.M:Afar 11.:90s) --44S--2900 ' L.G'$$£?A ow) ••^:<Fs -0227 rt. RrcCM,S1 rF2AY1o1 e ;rSOOO %2e. ,AACC3021 e..2 w3 (20) 1�W VILLAGE GREEN -4 crl -4 Csa Exist. Yla kkay a ------ 5..5'R CRANDON 'E3LVD. xvc i»a'ee.Ss«Siae�e. --'1',--",,,,---.,,,,,,,,,,--- : ,..-:�.�e» M _. ....._ ....... _.....,,,.,,. .-„ .., i{rw Sd = » .r ,.,.r'.-. 5_ rx_-;,,•_- .,4-. x -.xi -':.n n'kw`s5kd _ 'ia'' xu>anm`zirax3yr.e'"�ar-v6 i�ie enz^ .,V' -*.s co- ...,-aaaa''x:x m.x . v- 'a'•%bu .� ,y,y1 z 3 - --•wy _ ' it .w�r �'3.1' _" J,: -- __� _.... __ a._ 1` _,_f 3__. °✓�,�e.-E -- '^s. t-- e-b,S,..-- --- ma nr 1 �, 3� ° L £xsi. Corm J3 an <°� , :w?'-t�o-+fi' w, _ 7°t;;<'', .,mw'�e x�e,c aaxa» w«.;eae+cuxacw...,o�. .�.xxi aoasoSaa•„�au,:„,„ere ,.sz-.ro x. a";'y:. l.ca`.s:,.... + TO Be Removed c{ -,;- a- �• wv z _ _ _aw . _ Replaced 'V Colorized `--r� Conte ructio's„ Ex°si, Curt 6c Gu{fo•• L Conc. To Se Removed de Reoloced w,/ Colorized Type "F" Curb c4 Gutter Exist. Ugh: Peas ---y Frd/Ow EX/St. E. R To Se Relocated \ NO1t.° REFER 70 L4NGSCAPE PLANS FOR REMOVAL AN.?/Ch's RELOCATION Or EX1Si1NG TREES -1- 1 ° t y- 'r) `-- Exist. 001(4 13030 To Be Adjusted era In 4• • v (Reoa4ce S0') -111111101111 7 0 30 20 [-Prop. Power Parking —onion l?lvri. i 44 S3 Feather Dr.= 57:1. O2 Olt For Construction Details in This Areo See Architectural Pans xs:- Con: To Be Removed c' Peploce:d w,/ Colorized Conc. i (340) Exist. L'<ght Prhe Be Relocated to 10 4:10 It _ 40F"r7 Exist- j°de.otk-/ T`o l3e removed (Typ•) Q'r 10 , (19) 1 1 1 1 Existing Fire Hydrant Exist. Telephone Manhole Exist. Sanitary Sewer Manhofe Exist Light Poie w/ Putt Box Exist. Up --Lights Exis c. Overhead Wire Exist Edge or Pavement CEC.P.1 Existing Sign Existing Sidewalk , Curb & Gutter or Valley Gutter To Be Removed Existing ting Pa v er^s Property Address C O CAS1f1.A CHAU T1OMPSON SA" P.A. DATE DRAWN; ENGINEERS .ARCHITEC'T'S .PLANNERS DESIGNED: CHECKED: C: CADD FILE'. 00'R (18) 1 —03— 05 1L........_. w... CMH R c C Exist, Edge of Pavement n (17) "GRAND BAY" Exist. Eight Po.e To Be Relocated ,d Deviation from Match Exist: - Exist. Sock of Sidewalk March Existing tx+si. $us She:ter ?a Rernoin E:xatt- Catch gcs;n To Ele Adjusted Pr•3p, Type 'F" - Curb & Cutte Prop, Ty8-e.,"D" Curb ..,,...._..,.�.._4.,._-'_"-___"_-�---•------._...,-.w.....,,..�-.re.-:-%[�fT. a oncre.e a `r% a LIMITS OF CONSTRCC,?CN E HEATHER DR, Sta. 04.88.94 MATCH EXIST, Et V. (15) 1 CQN5Ti7VCTION N0T Location of existing facilities os shown on construction drowings ore from available records The Engineer assumes no responsibility for the ace;Tracy of the facilities shown or for ony facility not shown. Verify the elevation, type of pipes and location of existing facilities prior to construction. if an existing facility is found to conflict with the proposed construction upon excoxation the contractor shat( immediately notify the engineer of record so that cpprapriate measure -s acm be token to resclve the proble'ri. Co"tr,ctor to notify Village of Key Biscayne and Sunshine. State One Callan Florida, inc. ®t-300--4.32--4770 at Least Forty Eight (43) Hours Prior to Excavating, Evidence of such notice snail be furnished to CJTS prior to :excavating. VILLAGE ► OF KEY BISCAYNE FLORIDA 4-24-6 t 1; 1 1 a ; u e$,motch i EXi4rng f 1.03 ' , a a ° l ° t t „ 1 -Exist. oscit To 2eri iota -Begin Deviation from Exist. Bock of S7dewoalk E:xast. Catch ePa0n T u Fie Adsted DEMOLITION & GEOMETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE H SHEET NO< C4 ! 1 To Remain • as c 7" Type S- 3 Asphalt b" Limerack Base Esti/ STdewa:k • 11 c) a cc ua 1 1 l f 1 4 } 13ESCR PTIQN 1. 2. 3. 4. 1 Prop. Type "D" Curb See Sidewalk Transition Detail Exist. Cur's To Be j Removed ,as Req'd Exist. Perking To Remain 8" Stabilized Sub grade SECTION 8. B -Prop. b' Asphalt Walkway / / Exist. Elev. // �. Exist. Aalxway `�1 To Remain / / // �/ Prop. Type 'D"Curb / / Exist. Curb ---...4z,,, / / / To Remain t / / Sawcut & Match / \ / Exist. Elev. Exist. Wdkwoy To Remain Div r -Exist c-tgnt Pao To Be Relocated 1" Type 5-3 Asphalt w/ B" timerock Bose & 8" Stabilized Subgraae '-" rSawcut &Match N Prop. Pavers to Match N. Exist. Exist Curb \ To Be Removed Exist. Vo:fey Gutter as Req d N `4 To Retrath 4' 8' March. Exist. El e. SECTION A -A xist, Asphalt Walk 4' Match Exist. Elea `-- _—_-- Prop. 6' Asphalt Walkway Exist. Wafkeoy To Remain Prop. Type "F" Curb & Gutter 1 Sawcut & Match Exist. Eeve SIDEWALK TRANSITION DETAIL VILLAGE GREEN _ _ _ _ V _ _ a Exist Watxway r --Prop. Paver Parking I i 44 44 �r 4. /" i,;; f --C•!4-1 '^Exist. Catch Basin To Re Ad).sted A • - - - o- RAY Line Exist. WOE$.-.' To Remain Prop. Tyne "0 Curb Prop. 6' Asphalt Walkway J / Prop. Gra eel Parking -1 Scale. 1' = 2C' <Reduced Scale: 1" = 413') Exist. Wdkwoy To Remain SO 40 / ' / / 4 7 / \ / /// // \ --- \ .o — / / t } Remove and reset Payers in this area as nee?est,to Match New back of sidewalk grade. (Maximum Slope 1:2OJ 1 -Prop. Type 'r" Curb & Gutter 'iaueii"7isW.WW'ar=,-a''.ma=fSi- Exist. Pews To Be Removed ~Prop. 8' Concrete Sidewalk ---' $•L' .,, ; 5m raj -1.; -;:;;;;;-44-1,;..-1,•; ;;;;-.; a. ,4 -b4 •„a Exist. Cum & Gutter To Re Removed & Replaced w/ Colorized Type 'r" Curb & Gutter Follow Exist. E.O.P. -c Exist. q of avament Exist. ' rght Pate f �e s a To Be Relo^Bled Exist. Virgil To Remain -3 _ a o4 3a a a l 'a t CRANDC�N �,,v�0 ��� £xiat Cash Basin To Be lasted t, ^ .._ ._ e.. .�,.. „n5r�`'zhl3're-v"mG2aia ac" axe` ar iaieis��se.ax.-�'ar,n:'sc+rth"a�Xvz xm� esars��rzra<nr � max- 1 t ... .5"R-• 11 a, it - Exist PUnrs To Be Removed Surshrne State,,,.*' '> c iatt ax starlBa. •-200'R i xtet. S;dewask To Be Removed (T)P• 44.--444-44. 4444 CONSTRUCTION NOTE: Location of existing facilities as shown an construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for any facility not shown. Verify the elevation, type of pipes and location of existing facilities prior to construction. If on existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures can be taken to resolve the problem. Contractor to notify Village of Key Biscayne and Sunshine State One Ccllaf Florida, Inc. 1.500-432-4770 at Least Forty Eight (48) Hours Prior to Excavating. Evidence of such notice shall be furnished to C3TS prior to excavating. 1340) Existing Fire Hydrant Exist. Telephone Manhole. Exist. Sanitary Sewer Manhole Exist Light Pole w/ Pull Box Exist. Up _Ligh is Exist Overhead Wire Exist. Edge of Pavement CE.12,P..) Existing Sign Existing Sidewalk , Curb & Cutter or Valley Gutter To Be Removed Existing Pavers Property Address SHOPPING CENTER "KEY BISCAYNE" (320) I% t\ 9 } -1, ' .„, E\ i tiS Ni,,,-,, N•' x _ 4.Z•iil m _ 44,-,...*--- --.* r it 1 �' ..........x..•^."'..^`fit.'. .p,.yY' vwni. SN 43' oY" .;,Sad "-Exist. Siiewa:k To Be Removed (TJ.) (390) REVISIONS (378) NOTE: REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR RELOCATION OF EXISTING TREES APPROVED BY: aSATAL PC = Sta. 544-51,12 PRC = Sta. 6b+45.5 R = 1825' L = 11'34.46' A= 37:30'00" 0 =r 03' 08" 2..4-" ilia sars1 mONC'e ta� ;,.e or r rss.'vO,, 5.' i re sac= C�.'C3t�r3%.L.. C.sR.E0LES, P -L C,.)RiD. , X31 34• nilMtA*°is (:�YsS)-4-45-2800 ' LG'1OA (°3G0)__.;„t.pg-0227 F'.. RGGI$T'ATfOhi$: c-$ds.70502.2 AACOO214Ie (360) 1 6 r ---Exist. tight Fate To Be Relocated 1111 OE2O cAs1.I.A CAR .LQ � #PS S L AN, P.A. ENGINEERS ° ARCHfTECTS a PLANNERS (340) GATE: DRAWN; DESIGNED: CHECKED: QC: CARD FILE: Prop. 5' Conc. Sidewalk See Below for Continuation 11 �+ Exist. Wilt! 11 / To Remain Call 48 hours b.tare you dig vv 1-800-432-4770 �- R/W Line 4 LEL LEGEND GEND Center Line Right of Way Line Prop. Curb & Gutter Prop. Driveway Prop. Handicap Ramp Exist. Curb & Gutter - Existing Catch Basin Existing Gate Valve Existing Trees Prop. Bus Shelter Prop. Grovel Parking See Above for continuation €I Const. 55 L.P. of 5° Cone. Sidewalk Match Exist. E1ev, tt ts • Exist. Cogs of Povement —Exlet tight Role 0 1 To Be Relocated • 4 t 4. (330) t Construction de walk R/W Line 1 -03-05 Chill RC 447, _.,�.� 'N>��•�F'"` ���»4-v r Exist Curb & Gutter To Be Removed & Replaced w/ Colorized Type F" Curb & Gutter Fallow Exist. E.O.P. PRC STA. 56+45.6 • 424,2,1 l PC = Sta. 56+45.6 f PRC •= Sic. 80#63,1; I R = 2175' L 1423.53' .37`...10'00" D -2 02' 38' O3" VILLAGE OF KEY BISCAYNE FLORIDA ".1 C 4.1 ,47 st • }ice (324) ,R Scale. 1' = 20° (Reduced Scale, V = �4'> 0 10 80 Prop. Type "F" Curb & Gutter Prop. Type `F"' -1 Curb & Gutter / 40 le Exist. CottBasin To Adjusted ni 41 i -End Deviation from Exist. Bock of Sidewalk f Match Existing To erno;n (300) LE, To DEMOLITION & GEOrMiETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE H 0 .$CRIPflON 2e 3. 4. { SHOPPING CENTER "KEY BISCAYNE" (320) Crandon Blvd.= STA. 66+99.32 Sonesta Gr.= SM. 02+CIO � T azica Get 3 6O'CR Trsffc Pia To Remain Exist. %C:L.:A $:,1Zin - To Be Adjusted Core:. i:•affia Cabinet To Remain aS SS7W—Cif & matyh Existing Prop, Type F " Curb & Gutter Exist, £xiar2. cbtc,k To Remaly, £x13;. Tra`Sc Poi, To .Remain trop' itiLwaik lairs w C,rn°dS%/7t1CTiOil soAffSTA Df? Stn, 0+0 7.6 MATCH Exist. kLE;! REVISIONS DATE { Ex s:. cot: Basin ro Be Ad ristad — /5 +40.5 l o'n APPROVED BY: DATE: - Prop. Type F" Curb dr Gutter '•=ir i To Ra'as i Begin °eviction from — Exist. Back of Sidewalk Exist, Catch a43V3 To Be Acl,ersted 217,5'R .-- `-...v-•-'�^^^'_.,." ca�tiw'J a .P "°"rcaieubF.....__. xi 4,tt,,•„xxr m� ����_:. w.x'a.;4a.-ws`4�>s,; SHOPPING CENTER "THE SQUARE" (2610 rSawCUt & Match Exist, Elev wt (al -to 4.s a co cri 4.�I ai ;600'R 7-14) 5,76 sy ?Cranct‘t Exist. Edge at Pave nEN•tt 500 R- 2154 R-i Colorized Concrete cn� Nil t" 4. �h -Exsst. T^cstfsc Pale To Remain (pro�-•- Exist, Catch Bstsin To Be Adjusted 0.4 'A -r- t 'vats PUBLIC LIBRARY (299) R/d Line 4 _a Lff, WY if X CORM CON CAR3ALLO 11101IPSON SA .I AI , P.A. ENGINEERS .ARCHITECTS .PLANNERS i CRANDON: BLVD. tri t -J 240 ,- '_ 't-�.^,.• �--�"�.�..--��°--om 11.4 3fotch EXfst. { Sardis, Gesrtation from i3acfr of Sidewalk "F�ciat, S'ts5ewaCk To Be Removed ( TypJ •".x•3:, Fags a< Poveme :; Call 48 hours before you dig Surshit`a State s„•* fine Cop} of Ftcrida, 1-800- 432-4770 4-s„,,,,.OrsCe', c e t..:r QN •oi_vO.. ;7,:.3;-1'4_ pool miCORfat_ Q.aER;,..55, Fi,.c^)F.S4:n. 33 1 Z.,4M}AAtt (ads) -4<- ---2.900 FLORiaA (8-00)-4,443-022.7 P.- Pte CaiSTRATIOft:5; ^.e Oo0:'C22 AACCO214-,'2 } IR: Ex, Sc. Trer,cii Groh To Remain „i N.- rScwc!lt cY' Match 1 Exist. Elea { V> w ! c p •••1-) A 1;:r' _397R So C1 SC bY Line Ls,> (399'R-1 ri SC 4OGR-a • Suave' 1' = 20' (,Reduced Scale, 2` s 40' 10 ee0 40 MEDICAL CENTER (240) 4G<3'R yy 9 IProp. Type r " l� Curb & Gutter •ocxvzaa--_.w.- ....,�,_:o .,-Yu .-..-, o, m r. r?ra d ,7e>+s ...� ru„,„„ •, y, : -11 Exist. Catch Basin To Be Aa,bsted £x•32_ y4<tewaik To Be Removed (Typ.) 25,5' Exist, C..rb $ Gutt3' To Be Removed try, _r, --27'1 ft ' "V°`aa✓ v�rr Match Exist. 2tf7,9R- re to w ;dowel :l/W t fne G..NATA: PC Ste. 66+45.6 PRC =.: Sic, 80+69.11 R 2175' r. 142a' -.5.I' A= 3730°0" 0 = 02' Jf3' o3" LU UK- ND Center Line Right of `5'/ay Line Prop• Curb R Gutter Prop, Driveway Prop. Handicap Ramp Exr.s t. Curb & Gutter Existing Catch Basin Existing Gate era l ve Existing Trees Prop. Bus Shelter CATE: DRAWN: DESIGNED; CHECKED: C: ADD FILE: 9 —03—O5 'alp CMH RC U m (34O T --- - Construction St ze Prop. Type "F" I Curb do Gutter tV w End Deviation from ---!r Ex/s1. Pack of Sidewalk Match Existing > Exist, curb c Vuttxr To Be Removed & Replaced w/ Colorized Tyree F" Curb & Gutter Felt:; w Exist. EDP. ax mss ix;at. Catch Bases, / To Be Arfe.isted C Match Existing PARKING PUBLIC LIBRARY Existing Fire Hydrant Exist, Telephone Manhole Exi t. ,Sanitary Sewer Manrrraie Exist Light Pie w/ Putt Box Exist, Up-Ligrts Exist, Over -head Ore Exist, Edge of Pavement t' P.) Ex:sting_Sgn Existing Siidewatk , Curb & Gutter or, Valley Gutter To Be Removed Existing Pa vers Property 4dairess VILLAGE OF KEY BISCAYNE FLORIDA. -<- REFER T9 LANDSCAPE PLANS FOR REMOVAL ANO/OR RELOCATION OF EXISTING TREES Location of existing facilities as shown on construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for any facility not shown. Verify the elevation, type of pipes and location of existing facilities prior to construction. If an existing facility is found to conflict with the proposed canstruotian upon excavation the contractor shall immediately notify the engineer of record so that oppr09riate measures con be token to resolve the problem. Contractor to notify Village of Key Biscayne and Sunshine State One Callof Florida, inc. 1-/3000-432--4770 at Least Party Eight (48,) Hours Prior to Excavating, Evidence of such notice shall oe furnished to C.,3TS prior to excovoting, DEMOLITION & GEOMETRY PLAN" CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEET NC, 0 ,ed4 End °eviction, from Exist. Bock of Sidawoi , Match Existing �Ey.ot' ` eoccte� \T° sae Cr; `i l •r‘4 -1t\ VACANT LOT (200) Crandon Bivd= STA. 75+23.22 € Key Colony Entrance. = STA. 02u-00 t N. • i P c<4 s MI CJ P ' Exist. Traffic Pate +27-1 _.--- To Be Removed Match Exist. PARKING PUBLIC LIBRARY ;,JMiTS OF CONSTRUCTION KEY GOLONY ENTRANCE SW. 0+51.7 Call 48 hours before you atil St,trtshsra State,..+' ire Cali of Florida, Inc. 1-8OO-432-4770 REV1SiONS SCRPTIO1 1. 27. 3. 4, s;t 11 11 APPROVED EY: DATE: l 0. p f Exist. S?dewetk TO Be Removed TYPO 40'CR 0 z Ex:st Fire Hydrant To Be Relocated Exist. Curb To Be Removed Install Pavers ;n this area To Match Existing Prop. Type r�Tr= D" Curb Exist Guard House ii To Remain n tt 1t to Exist. Catch Basin To Remain THE ARCADE MALL (1801 Exist T•aifc Pole To Be Removed Prop. Pavers 2175'R Sax --cut & match Existing Exist. Traffic Psis To Be Removed �--Exist. Sidawalk To Be Removed (Typ.) Exist. Edge as °avernent Exist. Catch eosin To Be Adjusted rir Begin °eviction from-. Exist. Back of Sidewalk r R/W Line 4 /EN WY Flt I X 11.1 CORD CASIEJA CARBAI.! O THOMPSON SUM, P.A. imENGINEERS ' ARCHI•TECTS -.PLANNERS %cr? Tr sass ,� CC>R t," C:z>:'4` • 1.7.E •3":$1ze b. tw:AMt (305). 445---25 0 t4.Qit:yaA ;:a00;—a4e- Q227 f•L ftEGt5TR A TWINS, s.€a 009032 AC0021 13.5 UWACHOVIA BANK" (100) C u 1a � C11(.3.'1' t.7 r � CCx•st. Sdewatk R/t s� line To Remain 13.5' Exist. Cara Ec Cutter To Be Removed & Replaced w/ Colorized Gutter Type F' Cur Exist. ugnt Pot,* & ! To Be Relocated Fallow Exist E.O.P. li IA ,, ,� � 4r n ,,,, .r^n. ,,,,K :C7q,;:`,;_ms's; ;� a'..;;' r, X ;- `wad+-,, '816 516. .-..'.'.`"'. s, tr4't' . !t=,E 2 _''".`.M:sv sz^�'4 mss``` `y rz>✓' z., 1,4 ci {rti qtv: Iris ±i LEGEND Center Line Right or Way Line Prop, Curd & Gutter Prev. Driveway Prop. Handicap Ramp Exist. Ct4rls & Gutter Existing Catch Ba sirn Existing Gate Valve Existing Trees Prop. Bus Shelter DATE; DRAWN: DESIGNED: CHECKED; QC: CAD° FILE: 1 03--05 14,4 CMH RC Doi • 500`R - Construction match axis'•. i ill^ "KEY COLONY" Z C —G1-1W (3401 h + in "CITIBANK" (84) Exist Sdewatk To Be Removed (Typ,) E 500'R Exist. tight Pole 7a Be Relocated Exist. Eo,e os Paver-est C3 DATA: PC - Sra. +456 PRO - Sta. 0+68.11 R - 2175' = 1423.53' A- 37'30'00"! !t = O.2 • 38' 03" Existing Fire Hydrant Exist Telephone Manhole Exist. Sanitary Server Manhole Exist Light Pole w/ Pull Box Exist Exist. Exist. Uo-Lights Overhead Wire Edge of Pavement (EO.P.) Existing Sign Existing Sidewalk , Curb & Gutter or Valley Gutter To Be Removed Existing Pavers Property Address VILLAGE OF KEY BISCAYNE FLORIDA SKr. Scale' 1' = 20' (Reth..ced Scaler : = 40') J. 0 20 40 Exist. `renal$ R stn To Be Removed. Saw -Cut & n • fetch Exist. "SHELL" GAS STATION (70) cs Exist. Carta & Gutter To Be Removed & Replaced w/ Colorized Type fi" Curb & Gutter Follow Exist. E.0.P, 'ti-5t'ar xem baxs,�`%zK�,3�a.s,-xx y:c�x�,x.„��.Sa yr - _„ _ ,- rcrcp. Type "Fx Exist. Light Psis Curb & Gutter To Be Relocated 2' NQTE: REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR REtOCA I7ON OF EXISTING 7R ES CQNSTRUCTIQN NOTE. Location of existing facilities as shorn, on construction drawings ore from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for any foclity not shown. Verify the elevation, type of pipes and iacat:on of existing facilities prior to construction. If on existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures can be taken to resole the problem. Contractor to notify village of Key Biscayne and Sunshine State One Callof Florida, Inc. 1-800-432-4770 at Least Forty Eight (4B) Hours Prior to Excavating. Evidence of such notice shall be fsmisned to CJTS prior to excavating. DEMOLITION & GEOMETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 4. z 0 Exgt. "Irene To 8e Reiro+red. ! 4 ( r Line ta Sow CLI A,4 ton Exist. . 46 Exist. `-94fi • oia To Remain Exs:. G+.ro ? Gutter To Remain Exist, Sidewalk To Be Removed "THE PALMS" (77) , Exist Catch aosio r° ae Removed Curb & Gutter Prop, Vountacle Traffic Se,00rato To ee Removed A' Replaced w,/ Colorized Type "F.' Curb ec Gutter Follow Exist. E.0.P. Exist, E ago at Pos.:smelt C3 DATA: PC Sta. 66+45.6 Call 48 hours before you dig One Cali of FEt'sride, 1-800-432-4770 L. 2' Exist. Traffic Polo — Remcqn Be Adpsted Saw -cut A motel - / 7o Be Re.rnoved 4. GAS STATION (38) r' Crandon sTA, 82+00.00 47) —Exist traffic Pee NiCc Curb Gutter --- Exist CtItcr: atl SIP To Bo Ad,ixsted rnatch EXiStiho To Per-nein 1.411T.,'" OF CONS7RUCTiON MA Tai :MST: acv To Remofrs FN X XI REVISIONS DATE APPROVED BYz Sove-out Re motors LIQUOR STORE (26) r Prop, 2' Volley Gutter € Crandon Blva= STA. 82+05.42 Center L "STEFANOS (24) Prop, Car'c. C0111(71115 Prop. Bus Boy Exiot.aufb dc Cotter To Be Removed A Replaced of/ Colorized Type "r Curb lc 0utter Fallow Exist. EO.P. "OCEAN VILLAGE" (55-101) Prop Curb & Gutter Prop. Driveway Hartdica Ramp. Exist. Curb & Gutter Existing Catch Basin Existing Trees 1111 CORN CASEA CARBALO 1110)APSON SALON, P.A. IN ENGINEERS - ARCHITECTS . PLANNER"'. DATE: DRAWN: CHECKED: QC: CADD FILE; 1 —03-05 RM. CMH RC To Remain "UNITED REAL STATE" (22) Mcs:cn Exist. Exist, Corm. Pad ik F3Cc) Pate— ra Oe Removed Exist Sanitary Sewer Manhote Exist. Light Pole w/ Putt Box Exist, Up -Lights Exist, Overhead Wire Exist, Ecige of' Pavement CE,OP.) Existing SPgri Existing Sidewati< , Curb 4.. Gutter or Va'tey Gutter To Be Removed Property Address 10 0 Prop, Conc. Well Curb Gutter tb (12) 40 CRANDON BLVD. xt Saw -Cut & :Watch Exost. Exist, Smoymtk To Be Removed Exist. siqm re) ee Removed Exist. Catch 8asin To Be Adjusted Anhounawr chi ?sera To Be Rernove.d Vetch Exist. to 8e Adjusted To Rerroin "THE PANKEY (1) ATCHL1NE REFER /0 LANDSCAPE, Pt.ANS FOR RalOVAI. are from available records. The Ergiheer assumes he responsiNity for the accurocy of the facilities shown or for any Malty nat shown. Verify the devotion, toe, of pipes and location of existing facilities prior to construction. if an existing foaity fotmd to conflict with the proposed mm61,014:17 upon ext..-i,votion the contractor shalt irnmetgotety notify the engineer of record so that approi.2riate inedsures :Ftl b:t3 taken to resolve the problem, Contractor to notify Village of Key Thscayie and Sunshine State One Callof Floride, inc. t!, 1-600-432-4770 at Least Forty Eight (48) Hours Prior to Excavating. Es,idence of such notice snail be furnished to CiTS prior to excavating. DEMOLITION & GEOMETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II DESCRIPTION 1, 2. 3, 4, L�. LL z U 21 36._-_. \3 3ved _Match „___y __.._ ..--_ __ _____ • Match--, \ ;;Ir• Exist. { \i- Cali 48 hours before you dig Surtshire State a.+" One Cot, of' Florida, Inc. 1-800-432-4770 REVISIONS r xr ;":";;;;;;;;;;S;;;;" 744 I t wow ttw.t" :att;s >1- ,rf .,, #�� f Exist, Car'& & Gutter �. .. r •• rs+�- �. To Be Removed & Replaced w/ Colorized Type "F"` Curb & G}, tter Follow Exist. E.O.P. Prop, r') e f " Curt k Gutter /e fo e x;st. Egtt Pa1es To Remain ExEst. SrdewutHt To Remain r -Exist, Curd & Cutter To 6e Removed & 1, 212 R / Replaced w/Colorized Type F% Curb & flutter f Follow Exist. E.O.P. ;, '27<j;; �x= � RANDQN BLVD. e e } •52R tp Ex.st. Edge of P:vemeest 8K APPROVED BY: DATE: Ca Exist, Slew /k To Remain i,25/R F mil? mod,, r 26°4.'29° E ro Remain tt Prop. Type F" Curb & Gutter �Q 7 REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR RELOCATION OF EX1STlNG TREES �^- R/V Line ATh T4. JNOL x t �t~ 88 Construction C Exist. Edge of Povement —Exisf. i_ig£h ?ales re Remain LEGEND Center Line Right of' bVa y Line Prop, Curb & Gutter Prop. Driveway Prop. Handicap Ramp Exist. Curb & Gutter Existing Catch Basin Existing Gate Valve Existing Trees Prop. Bus Shelter r (340) IIIII CORM CASES,1C R A.O TO PSON MAN, P, . ENGINEERS • ARCHITECTS ° PLANNERS irn. 003 lac.NOw. �i'. i.5OHN et.,VC7.. starrO: F3UG CO ,d.£.. 'n.Aet L.. :,°5, i``L..C:S:23tJA v4. 1 :34. EIE,*/AW (,305)w445-•-2<_iCv` iC"i,O4iOtA (eOO)-446-0227 ^t. RE G`$T7xA'fO : 00000..,22 AAC00%'t42 Exist, Sidevrobs To Remain Match Exist. • End Resurfacing Match Exist. Elev. 89 End Resurfacing Match Exist. Elev. c80;4 -Match Exist. Prop. tf/C Ramp - End Project Crandon Scutevord _ Ste. 89+12,00 90 L ; Exist. Curb & Gutter To Be Removed & ► Replaced w/ Colorized Type 'F" Curb & Gutter Follow Exist. E G.P* ss Existing Fire Hydrant Exist. Tetephune Manhole Exist Sanitary Sewer Manhole Exist. Light Pole w/ P.rt. Box Exist. Up -Lights Exist. Overhead Vire Exist. Edge of Pavement ;E. P.1 Existing Sign Existing Sidewalk Curb & Gutter or Valley Gutter To Be Removed Existing Pavers Property Address DATE; 1 -03 -GS DESIGNED: CASH CHECKED: RC OC: CADD FILE: RC _______________________________________ Ns NNs CON 7 UC f EON Al(2 7,L. Location of existing facilities as shown an construction drawings ore from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for any facility not shown. Verify the elevation, type of pipes and location of existing facilities prior to construction. if an existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures con be token to resolve the problem. Contractor to notify Village of Key Biscayne and Sunshine State One Callaf F7arida, Ina. 1-800--432-4770 at Least Forty Eight (48) HOOPS Prior to Excavating. Evidence of such notice shall be furnished to CJTS prior to excavating. VILLAGE OF KEY BISCAYNE FLORIDA 10 40 DEMOLITION & GEOMETRY PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II Sawcut & botch Exist "ST. AGNE 000) Exist.Siaevonkk --� to Remain Sawcut & — Motch Ex:s Type ffA ° Colored -- Curb ore Guitar " 5."1 Sawcut & Match Exist. Driva.aay_- `l To Remain (101) 150`R 0 1/ SoWCut>dC "^ '-1 AiCrtchy'Xist. I , iH,it 8r 4 Exist. Povemas# Ta Remain Coil 48 hours before you dig Sur'sh:ne State.. One Colt QF Fioni4o, Inc. 1.8OO.432-4770 REVISIONS Prop. Type D'' Curb Prop. Type F" Curb & Gutter rst + APPROVED BY: Sta. 2+4.5.3 G Ro+undaaout 0'3 rj uy� £xia-t, CatO again To 9'e Ad,bsted ` ^E Harocr Or.-= STA. 2+58.78 / Exi,L Walt lb Remain i,iMUTS OF CONSTRUCT7GN ff. RNWOOti RD. Sta. .38+34. &2 MATCH EX1S1. ELEV. 6 LMsTS OF CONSTRUCTION HARBOR OR. .Sta_ 1+40.5 MATCH EXIST. ELEV 1 Pal'QMMTt Ta Remain Cats:: 3as,a- To 8e Adjusted CRIPTEON 2. DATE co 4 Fernwcod Rd.-. STA. 40.00 R/4/ Line -25 "HARBOR PLAZA" (93) —Prop. Type Curb - Sign To Remain CHRISTOPHERS BY THE SEA (95) LEGEND Center Line Right of t3/ay Lin Prop. Curb & Eisner Prop. Driveway Prop. Hanaicap Ri'p Exist Curb & Gufite.r• Exis tin9 Co lc,h Basin Existing Gate Valve Existing Trees Prop. Suzy Sheol ter CNN CASIELLA CARBAU.O'APB SAU4Ai, P.A. alENGINEERS -ARCHITECTS • PLANNERS 901 r'yrr•-tGK. :0F3 #..E~C3fsz 0,,,vV7 . .a:L.:t re: etcOC.3 I___ CORAL., a ,AQLas f,LOFEt�.3' ,, •::$ :51 :a.4 hf1AM3 (3CM)---449--2900 Ft,0r4Ff3A (500)-4-4.e-9227 f''#, ppe,Q;$ TR Ar}tN..5: ee3C4p:,'9Ct2? AACC1024.88 Exist. Cocci Exist. Porking Tv Remain To 8e Removed — Prop. Type Curb Exist (...r% To Rerna%n f , r Exist. Pump Station Ta Remain HARBOR DRIVE RF.'FE tp R r LANDSCAPE PLANS FOR RFMCVAt I A O/ot7 RE(.00AT7Cf OF C.X7S ITNG TREES (34O) DRAWN: DESIGNED: CHECKED: QC: CAOQ FI E; r fi tl '8 !/ y / y t }�, r/ "OASIS CAFE" ',8" /! N (21) / ,, �` /pow —cut & r.notoh� f fxi"sting i_ J \,.. N --'N- ---\—\-- / W Exist. Cotco Basin ! To 8e Adjusted & Qgoned Prop. Type "0" t Curb £xi$#tCurt To Be Removed of of Exis ting Fire Hydran t Exist. Telephone Manhole Exist. Sanitary Sewer Manhole Exist, Lignt Pole w/ Putt Box Exist, Up -Lights Exist. Overhead Wire Exist. Edge of Pavement (E TP.) Existing Sign Existing Sidewalk , Curb & gut ter or Valley Gu't'ter To Be Rer~ove of existing Pavers Property tit3'dres".5 RM Ch41 # RC RC 8' Concrete wolk - Cotch 9aa2r, Ta rye Adjusted 1 / 1 / / 1 r N 9C'UC'i?0' 'd / / / / / / c Sco.e = 2g' t'Ref. .C8i:4 Scw.e, j' = 4(t') t. "DISCOUNT" GAS STATION (38) 40 24.F :.a xv 3• (S "SHELL" GAS STATION (70) VILLAGE OF KEY BISCAYNE FLORIDA �rEzL!� x? 2x..t?QT Location of existing facilities as shown on construction drowings are from asfloble records. The Engineer assumes na responsibility for the eccvrary of the facilities shown or for any facility not shown. Verify the ellevdtion, type of pipes and location of existing facilities prior to construction, If an existing facility is found to conflict with the proposed oostruction upon excc otion the contractor shalt immediately notify the engineer of record so that appropriate measures can he token to resolve the problem. Contractor to notify j7iage of Key Biscayne and Sunsnine Stott, One Cattof Rorido, Inc. %B f--800-4'32--4.70 of Least Forty Eight (48) Haws Prior to Excovoting, Evidence of such notice shall he turnFshed to CRS prior to excavating. 44, -DEMOLI ION & GEOMETRY PLAN ET C10 CRANDON BOULEVARD IMPROVEMENTS PHASE II " 1 , +35.5 e Walkway SUNR SE DR. BUS STOP No.1 Scale: 1' = 20' (Reduced Scale, 1" a 40') Cali 48 hours bore you dig Sunshine State .„ Ore Caa Gf =kar•Ic1a, Inc. 1.800-432-4770 REVSi0S DESCRki ti0 DATE BUS STOP No.2 APPROVED BY: DATE: Scale: 1' = 20' (Reduced Scale: 1' = A.0') f R/W Line X IX is •,A 11 z 0 Z CC 0,1 t5 • a • k1 K +55.7 Match Exist. +40.1 60' Rt. +14.9 W Walkway t0g.4 + 92.7 ch Exist. 1 ° L ECir Center Line Right of Way Line Prop. Curb & Gutter Exis t. Curb & Gut ter Existing Catch Rosin Existing Gate Vc t ve Existing Trees Prop, Bess Shelter BUS STOP No.3 Scale: 1 = 20' (Reduced Scale, 1' = 40') Ex; s ring Fire Hydrant Exist, Telephone Manhole Exist, Sanitary Sewer Manhole Exis t,Light Pole w/ Pull Box Exist. Up -Lights Exist. Edge of Pc ve;^en t CE.12P) Existing Sign Existing Sidewalk , Curb & Gutter or Valley Gutter To Be RRenoved Existing Pavers al CORN CULLA rAtRHH1.L(\ TUOUt Mi V P IIIIII4701 F'ONvc. ost 1—ECIN/ 0i_V:)„ SC./3 -YE '3Ct0 lagt fi Arta 005)-44.9--2900 ri.OW.)A ('.sco)- 444-0227 f-':.. RCGe.VMA-110NS: E:e/0 05022 AAC002,42 DATE: s ., . V : ENGINEERS • ARCHITECTS • PLANNERS CESPAIVG°iE;.): CHECKED: CC: CARD FILE: 1-03-05 RM CMH RC i { fi co z cc IS • o t n C c3 0 4: ry BUS STOP NoA Scale: 1' = 20' (Reduced SCaie, 1' = 407 +64 atCt' Exist, +54 60' Rt. +30 I Wa&way 7.24 &0' Rt., +14 Match Exist. II I ' x +56.4 37.7'Rt' ,U 31 P. • P +27.7 1 Mata— h Ex+s''•' CONSTRUCTION NOTE: Location of existing facilities as shown an construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for ory facility not shown. Verify the eievotion, type of pipes arid locution of existing facaities prior to construction, if an existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures can be taken to resolve the problem. Contractor to notify Yufage of Key Biscayne and Sunshine State One Gallaf Florida, inc, i--800---4,32--4770 at Least Forty Eight (48) flours Prior to Excavating. Evidence of such notice shodi to furnrthed to C3TS prior to excavating. VILLAGE OF KEY BISCAYNE FLORIDA BUS STOP No.5 Match Exist Scale: 1' = 20' (Reduced Scae: 1" = 407 NOTE: REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR RELOCATION OF FX1517NG TREES DEMOLITION & GEOMETRY PLAN GRANDON BOULEVARD ARD IMPROVEMENTS PHASE II SHEET cli \ \ h \\ t \1 \ ', \ \ \ \\ 1 t\ \, \ \ .�S \ \\ \1 \ \ \ ' A \\ \ \ t t \ t \ b a, \1 G \ \ S \ \_ , \ t \\t L,1 \ \ I- „ t ...4 \ \ ,', t \ \ \ \ - \ \ t 13\ \ \ �r \ ----\---- \ d \ 1 ‘ v v t t1 \\, t A 1 \ ,1 C. \ \ \ t dy t1\ 1\ \ \ .113 ] 1 ' A \L \ 1 C tt t B 3 /I/\"�� \\1 qA, \\ , V i .1 $. t i' 1\\ M1 A. \ \ � 1\ \\ \ 1 \ 1 �\\ \ \ \ \ m \\ \ \ N. \ \ ,: `d \ ' \ \ ' \ \\‘` - .—), 47,3 4, 4C 1' 'j ---1 4 7 a �/ ii 3 \\ . '". 1 \1. ` 1\ % , 433 //\. .\' ; 4' r 443 4.., ,, 1t ii ',64,,,-/ r \'`., \ V:0 s . +�� 433 \\ \ \ \ ‘. 3 44 \\ \ \ \ \\ \\ \\ \\ �� uS,- \\\ \\ �g15� 12'' z2 �� s ' x)17•1"\ \ - _� .3 ` ( ; 14,---- - ---6- \\ \\ / I 3 4. ' \\ \ \ { •(( \\ r?, 1 v, \ 1\\ \1\ c�u; - -� % d `\ \ /P% i 147 44? 4 i 3e3 Crandon Blvd, STA. 80487 \\ Vf Inv I' i •1\TY 5 '• V...." \ ti t, -t 1: ty L\ i Begin Project Crandon 5outevord Begin r'Cvernent ftesur facing Sta. 52+37.70 Match Exist. EJevotion • •• 430 ,,.,8434-.y."-^ +(� µ 4a i 4 44, GRAND° Ode; Or / htc•intw a at.- 5?'A. 90+00 Call 48 hours bettors you dig SLsnshr.e State.,.» Gina Cart aF F rids. Inc. 1.800.432-4770 REVISIONS DATE APPROVED BY: DATE: 1 43i t , tt 1 r �; °as�iBOD 44, a i = �4Y Ex§x• >c 1, • r K 3 4•gb \ r• r- RJ/V 1,lr 1' >33 ‹. V-- . NJ 4.73 Existing Ele va ti©n 4.42 '3 143 -- 34.2, 4,4 439 —4 rte - 463 yds 4.:3; --2-4; $.Y t ) 43- "SUNTRUST RUB?i BANK" �7 (520) \ 644 sg$ 1 See Sheet C -.2C far C8 Canver$ian 831Qil 4.93 1>„ 460 k.� .. e 44, 4 .441„ *,•$.3��4 + $ \ f f "Proposed Bus Shelter (See Architectural Pions for Details) \ "CRANDON TOWER" (555) L EGE;NNI3 Center Line Right or W'uy Line Prop. Curb & Gutter Prop. Driveway Prop. Handicap Romp Exist> a/r•fa & Cut ter. Existing Trees Prop, Bus Shelter WV FM (340} 5.00 \ Existing Catch Rosin Ex's ling Ga to Valve Existing Fire h'ydr'ant Exist. Telephone Manhole Exist. Sanitary Sewer Manhole Exist, Light Pole w/ Plat .Box Exist. &4 -Ugh is Exist. Edge oF' Pavement cc.aP.) Existing Sign Property Arleress Proposed Elevation 111111 CORK CCU CARBALLO THOMPSON SAIMAN} P.A. ENGINEERS • ARCHITECTS ° PLANNERS S 4 1111 0301 PONGC Oi.. 3... C.r - 33L..\'V.. St..$• r9 Set Or C.`..'Ca44.4kL, C)A'.f.-'"F:f..3'S. F'L.QRtC)At .;',3' .34 Milf343AAR3 (.3Q5)-•-A4✓--293XQ rLO348OA ;FYQA,I--4-443-,33227 fn., 33ECr$^'F3A'r:WNS: CDCQCffio32 AAC00214;a DRAWN: €3ESIGNED: CHECKED: QC: CADD FILE; 1—C3-435 CdI Ott RC 3 net e4° S.33. 4.80 33 c 38�e_ 1,7 $-- r $.33 530 343 5,15 : 1 3 C Crandon d/'c.= ST,.'4-r•22,25 c Grand Bay entrance- .S\-13, 02+'00 \1 e3 4. �.6 33 4 '323 134 >/ 4,55 433 477 Ya4 3.e \t Location of existing facilities as shown as construction drawings are frorr'3 avoilabie records. The Engineer os„3taaUes no responsibility far the accuracy of the facilities shown or for any facility not shown. Verify the devotion, type of pipes ono Inaction of existing fecrhil+es prit»r to construction. if on existing foctity is faarid to conflict with the proposed construction upon excavation the contractor shaft ir:rrnediatety notify the engineer of record so that appropriate measures con be takers to resolve the problem. Contractor to notify W'ege of Key 3isCa}43e and Sunshine Slate true C,o11nf Florida. Inc. tto 1--800-432-- 4770 at &east '"arty Eight (48) Hours Prior to Excavating. Evidence of such notice shat/ be furnished to i.3Ts prior to excavating. VILLAGE OF KEY BISCAYNE FLORIDA \ 4 Scaial 1" - ?O' :Reduced Sca:e, i" = 60') .143 1t? ao 4l1 .. 44) (25) "GRAND BAY" 313 Q 4.34 433 DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEET NO. w., t.a (24) 34 i Call 48 hours before you dig Swnshine Si��e,�.• Coe Cait ;;toridrs, ire. 1°•800-432-4770 REVISIONS DESCRIPTION 1 2. 3. 4. (22) APPROVED BY: DATE' .. •�r See Sheet C-20 for CB Conversion Detail 24" S.B. i. oe -,� � � �� EX?Sir=G�� 1✓.�f. See Sheet C-20 for CB Conversion Detail (21) J R/W Line X. 4.73 1 120) LEGEND Center Line Right of Way Line Prep. Curb & Gutter Prop, Drive•eay Prop. Handicap Rar>p Exist. Curd & Gutter Existing Trees Prop. Bus Shelter Existing Elevation VILLAGE GREEN CRANDON BLVD. r. (340) :.00 t. (19) Existing C a tch Basin Existing Cate Valve S�F Existing Fire Hydrant Exi , t. Telephone Manhole Exist Sanitary Sewer Manhole Exist, Light Poie w/ Pull Box Exist, L=p-L igh is Exist. Edge of Pavement CEt7P.3 Existing ting Sign Property A;idress Proposed Elevation 4 1111 CIO CASE CARBALLO TFOMPS N SAWN, P.A. ENGINEERS • ARCHITECTS • PLANNERS' 1.111 A C3Y PONCE; qE I—% vns Z3 t.. vr.:,., C, tit^'F: 900 meCZCJte At.. caxa E5 LES, F`LOt^2-C7 A. w„4. .Q. 1,411,W; ('.".G ) -445-2500 ^t.o%2sC)A (aao)--44-ES•-•0227 N•t. tgC0357RATSONS: efeG0G:°:G22 AAr..00a362 DATE: DRAWN: DESIGNED: CHECKED: QC: CARD FILE; RM CMH RC_.. RC (18) S33 .‘e M — r -- -- Crandon r31vd.=�Sii a4.S8 _C E: Fieather 0% ST1. 02-)00 1 Fb3 '04 24' S.i3. t 'r 9 _ FSk' ......*......---=.1.6."..--=.2*.:, *- JF/ State+ 1° = 20' (Reduced Scate, t` 40') 10 Iklk '-See Sheet t-.0 for l C& Conv+.rsion Detail 74 _ t I e T {`__,T. i i f # z s 4.,35 (17) GRAND BAY" Exist Bus Snet ter To Remain exist. Type P-6 Cpl Rim f7x .346 Remove Type P-5 Cover, s _. -S" nick Top ab de install USF.5 30 -51st. • Frame & Grote l •'O LIMITS OF CON$ RUCTifk'1 E HEATHER DR. Sto. 0+88.94 MATCH EXIST. ELEV (15) CONS!TR4' TIQN NO Location of existing facilities os shown on construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or fear any facility not shown. Verify the elevation, type of pipes and location of existing facilities prior to construction, if on existing facility is found to con6iict with the proposed construction upon excavation the contractor shatl immediately notify the engineer of record .Na that appropriate measures can be token to resolve the problem. Contractor to notify Visage of Key Biscayne and &.insnine State One Caftof Florido„ =nee 01-800-432-4770 at Least Forty Eight (48) Hours Prior to Excavating. Evidence of such notice shoe be furnished to C3T:S prior to excavating. VILLAGE OF KEY BISCAYNE FLORIDA - exist. type P --e CB RS•n Ely 3.55 A,ernove Type P--6 Cover, Construct 6" Thick Top Slab & m toil :1SF5130•••6158 Frame & Grate F,y s, }1 :.11, fT> 44t, 5)1 % DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE 0 -6R 1165 co 3:. (390) Cal{ 48 hours before you dip Sunshine State...* Une Ccit o rizer'ina, 1-800-432-4770 4Y- REVISIONS DATE 'm> See Shoat C-20 for CE' Conversion f)stoil (378) VILLAGE GREEN s.a. LEGEND r R/}w! Line 4 3 1 1 4.73 e' q (380) Center L.irre R/ nt or Way Line Prop, Curb & Gutter Prop. Driveway Prop. Handicap Ramp Exist, Curb a' Gu t ter Existing Trees Prop. .Bus SS'hetter Existing Elevation " OD' S.Do { {r I " { { it l I f in ! i it i {{ \ # 7 N \j .sl ---------------------------------------------------- - SHOPPING CENTER "KEY BISCAYNE" (320) State 1' FO' (Rec<ced ScWWe. V = 4Q') 0 Eta C MATCH .UNE See Sheet C-20 for --f 09 Can version %)ataii R ANDAND0N BLVD. `Ca Ca ver o; De tafr il -r N -..-t.--f oxks _e Y4 FM yyO c 1340) 500 APPROVED SY: DATE: 1111 CEO CASE to CARDIN IHOMPSON SWIM, RA, ENGINEERS -ARCHITECTS • PLANNERS 4 11111 .0C1 POW,- G`FE L. r^.ON !3L'1O.. -as.Ji-f ' 59CSC'• kmC".'OF9.w.L Cr fh t... : . %-t. Ors O.Q. Z,.5' .3.w AMAMI (305)x-445-•290:) F'LO JOA 0005..,.aa.CE-•0227 FL RErG/ST(4A 3'.Crs$: dk3OO00022 AA.L7O2142 (340) Exlsti'rty Catch Basin Existing ?gate Valve Existing Fire Hydrant Exist, Terephone Manhole Exist. Sanitary Sewer Manhole Exist, Light Poie w/ Pull Box Exist, lip -Lights Exist. Ecsge or Pavens,pr?t Existing Sign Property Address Proposed Elevation DATE: DRAWN DESIGNED: CHECKED: QC; CADD FILE; (330) I (324) a„VV$TRUCVf.W NQTF; Lacotion of existing fnc:7ities os shown on construction drawings ore from available records. The Engineer dssie nes no responsibility for the accuracy of the facilities shown of for any foco)ity not shown. Verify the elevation, type of pipes and ircotion of existing facilities prior to construction. if on existing facility is found to conflict with the proposed construction upon excavation the contractor shall .vnmeadately notify the engineer of record so that appropriate measeres can be token to resolve the problem. Contractor to notify Village of i(ey Biscayne and Sunshine State Ono Collof Florid°, Inc. 0 t--1300--4.32--4770 at Least Forty Eight (43) Hours Prior to E`.rcovating evidence of such notice snail be °~,,rnished to CJTS prior to excavating. VILLAGE OF KEY BISCAYNE FLORIDA 1•=�J4oeo (300) DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II r-. as 0 SHEET NO. C14 74, �4�fttS' CJt CGNSTRUCi3 SONs;STi3 DR Sta. 04-046 MATCH EXIST. ELEV.. .50 wne Ma* Ex;st. Trench 0r& To Remain '35' S.D.. Exist. roe 7-6 CE' Rim 77 Remove Type P-6 Cover, Construct 6" Thick Top Slab tt^� do Instal! USFS13©-6168 V0 Frame & Grate SHOPPING CENTER "KEY BISCAYNE" (320) Crandon STA, 681-99..:2 Sonesta Dr. STA. 02+00 0 4. £xrst. rips P-6 Ca Pim Err. 377 Remove Tyre P-6 Cover, Construct 6" Thick Top Slab & Install USf5l30-616 Frame & Grate t30°' REY SCNS DE CR PTIC;x { SHOPPING CENTER "THE SQUARE" (260) Exist. Trench Crain To Remain -See Sheet C-20 far { i C8 Conversion Detail APPROVED BY: Ceti 48 hours before you dig $urnsiline State,,,•' Clete cart florkkk, Inc, i-800-432-4770 �rJ PUBLIC LIBRARY (299) r' 1 R/W L;ne 4 ,16 , 4.73 1111 CEO CASIELLA CARBALLO iMPSON WAN, P.A. ENGINEERS - ARHIi`EC `S -PLANNERS 4. 4xi'i fa Or, ... -';.T. C:ae?. I. -CON 0t-VL3.. SUITE GTL>CF CORAL_ C,1"9: -.5:5S, F'C,.J€ fDA .33' ."'S4 ME/.SAM i (3( a45-^2900 €1..om0A (eco)--.-"€5-•422' F'... R> Gk.fiTKA'`iCtvS: f~00O0OO22 A.AGO02:42 LEGEND Center Line Right oP Way Line Prop. Curb & Gutter Prop. Driveway Prop. i-tardiCap 'awp Exist Curb & Gutter Ex/sting Trees Prop. Bus Shelter Existing El e v'a tion DATE: DRAWN: DESl€GNED: CHECKED: QC: CADO ME; RC (340) 500 1 54 Exist. :e" W.M, I --Proposed Bus Shelter (See Architectural Plans for Details) Existing Ca toh Basin Existing Gate Valve Existing Fire ee Hydrant Exist. Telephone Manhole Exist. Sanitary Sewer Manhole Exist. Light Pale w/ Pull Box Exist. Up—L;gnts Exist. Ecge oP Poveaent (E.C.P.) Existing Sign Property Address Proposed Eteva tion VILLAGE OF KEY BISCAYNE FLORIDA Q r X 0 (Reduced Scate, 3' = 49') 10 20 40 MEDICAL CENTER 1 s See Sheet C--20 for C8 Conversion Detail �Ya PARKING PUBLIC LIBRARY (240) 36- Sr'_ ---'a CONSN4.1.C22LIVQ1E. Location of existing facilities as shown on construction drawings are from cvoilable records. The Engineer assumes no responsibility far the accuracy of the facilities shown or for any facility not shown. Verify Ole eievetian, type of pipes and location of existing facilities prior tc construction, if on existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record sa that appropriate measures can be taken to resolve the problem. Contractor to notify V;ilage of Key 8iscoyne and 5urtsnine State One Callof Rorido, Inc. 1--800-432--4770 at Least Forty Eight (48) Hours Prior to Excaaoting. Evidence of such notice shall be furnished to CPS prior to excavating. DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 0 lqt ` • = VACANT LOT (200) ' Crandon r31rd,= STA. 75:2322 Kay Cofo*:y ir„ce.-. STA, 024 00 j } , _rxiisL CMOs 3 " -. Remove Cxist, r, Construct 6" Slob & install A(.r-t. COver usF 170-X } Core Driif j inv. ;:1.,--1.10(1v&S) Coast, 94 i..F of 4,55 \ 15' P;pe 5.00 / Prop, Type "P" C2.'`, LISP5130-6188 a� dire ! /.- 4.40 Inv EI.-1,17 PARKING PUBLIC LIBRARY Cell 48 hours before you dig Sunshiny St0.c+e,,,»°' Cm. Coati of Ft©ricia, frsc. 1-800-432-4770 (-See Sheet C--20 far °oo CB Conversion Data+S 2j "fir 1 qr� THE ARCADE MALL (180) Coast. 94 L.F. cf 15" Pipe 4 5o i,. 4*WAGHGVIA BANK" \ (100) -See Sheet C--20 for CA Conversion Oet oii CRANDON BLVD. "Try - sr� trt 'oz's y --See ,Sheet C--•20 for l CE1 Conversion Detail $4.�rs; des ",�,-=•�- ,.- ... -.. --- '- � Exist, z2 C Prop. Tare "P" C.c?- USF 51.30-6163 F.'irn E!. 4.37 Inv, EL,. 1.12 d%S R/l4/ Lute ZEt 4.73 480 LEGEND Center Line Right of Way Lame Prop. Ctar•b & gut ter Prop. Prop. Driveway I•fanc lc ap Romp Exi>t. Curb 4 Gutter Existing Trees Prop. .bus Shelter Existing Elevations fSirC (340) 5.00 REVISIONS $CRIPTIGN 2. APPROVED 8Y: DATE: E: I1111 CO 2O CASTIL.A CA BA .•O THOMPSON SAUAN, P.A. ENGINEERS .ARCHITECTS ' PLANNERS alx'f C4 P'CNC2 Cif~ ,.. r~c,N s3L,v47 . :au;"F•E 9CO CCRA:.. •: A 1 -ES, FL -OF " w4y,'Y 3*i- WiiAMF (SO9)-445- 2.9 MI FL^CfalfCA (5CO)-• 445.0227 Pt, Ft GISTRATIONS: nr-,IO:to:-=2 AACaca:-4^a2 GATE; DRAWN: DESIGNED: CHECKED: QC: CADD FILE: 1 -03 05 "CITIB J� NKi3 1 (84)1 �F► �-t Exist- CcF: Remove Exist. 4oP. Construct 6' Slab & ins3ri1 M.H. Cover wcn: i),;;? s, Caner. 6 L.rof-" "0 15" Pipe 20 _.. A ate. �_�MB� F^ }vy-., ._...,- r ..� _...•._. 6 AV has �YY 1 ,KEY COLONY" Existing Co tch Basin Existing rate Val ve Existing Fire Hydrant t xi t. Telephone Manhole Exist Sanitary Sewer Manhole Exist, Light- Pale w/ Putf Box Exist Up -Lights Exist. Edge of Pavement (zp.) Existing Sign Property Address Proposed Elevation VILLAGE OF KEY BISCAYNE FLORIDA 11 I/4 SHEET NO. grd SCo.le; ?" 2Q, (Reducef9 Sca;e' i° :: 40') is x st. 7r c3F c 20 - a ge Removed Contractor to fnstofl New Trench pro;;, & Connect to Exist. S, ter -r, 1f N ' ''SHELL." GAS STATION 8edod (7o) C Prop. Type P ,Rile FF-w 5,05 Inv EL- 1.80 139 • _-�--_.�^"-....._�sx::•-era ��... ..,..s�s �r_s--� .,.. Locratico1 arf existing forititles as 5.hCeel on construction drawings ore from oval/able records. The Er;g+neer assumes no responsibility for the Of:curacy of the facfllt,es shown or for any facility not shown. Verify the elevation, type of pipes and ircotton of existing facilities prior to construction, if an existing focility is found to conflict with the prrrpo.4ed construction upon excavation the confrcwtor .shalt )mmediotely notify the aigineer of re rd so that ooprcyariatc measures can be takers to resolve the pr:%o1 r.. Controctor to notify Village of Key 9iscore and Sunshine State One Callaf Florida, Inc. 1-800-432-4770 at Least Forty Eight (48) Hours. Prior to Excavating. Evidence of such notice shall be furnished to C,..TS prior to exc:.voting. DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II *ss \ Prop. Type P" C.B. Rim C.= .3.74 Inv, El.= 0,29 Const. 4 L.F. of 15" Pipe Exist. Cot Sash, .. --"- Remove Exist. Tap, Construct 6" Slob & Instal{ M.H,. Cover USF 170--X /s, Core Drill 0 Inv. El= 0.15 z U '17 Exist. Marc+, 0ror To Be Removed. Contractor to install New Trench Drain & Connect to exist. System. 4 1404 tof $ 42' 5.11. .142 4g,9 aea 33,91 549 343 "THE PALMS" (77) DESCRIPT]C1 .441510 sx3a Call 48 hours before you dig Suns»ine State...* ire Catt of Florida, inc. I 1-800-432-4770 APPROVED BY: DATE: MATCHLINE G -G 440 -30 ,1 k 4441 0 "DISCOUNT" GAS STATION (38) Ci Crandon Blvd.= STA. 82+00.00 Harbor D. = STA. 80+00 24° SO. 4 1 1 LIQUOR STORE (26) "STEFANOS " (24) "UNITED REAL STATE" (22) ^' "Z,.i"_ ._... ______.� �.- .....-•i.�" '--=- _� j S.8t.... ...---'."'..`Y........_.v-....e 499 4 99 4.g$ • 4,40 .fx 44 Y'Y 4,g 463 4,g6 4.93�v`Y. 4.14 Exist. as Remove C.B. Top & Construct 6" Thick Top Slob & Install US -51.30-6168 Frame & Grate LIMITS OF CONSTRUCTION OCEAN DR Sta. 0+88.94 MATCH EXIST &EV R/W Line LEN ife 4 11111 909 y'GNCE i)E. L. f;.'C:'•3 Ea:_w0.. St...), 're 9C. CiRA.t... c E3C,.E:.55. F'F_.CiFv r.?A ..-S.'ei:5.4 REA4Lo.Mt (2iC0).--a4e-2%00 ^`4JRiL x (SQO)— 44 e' -a22: P. Beau -m.4.- orss: eel 00050 2 AAL:Q0214:4 .re 4.73 LEGEND Center Line Right of Way Line Prop, Curb & Gutter Prop Driveway Prop> Handicap Ramp Exist, Curb & Gutter Existing Trees Prop Bus Shelter Existing Elevation 11111 CEO CASSIA OARBALLO THOMPSON SAWN, , P.A. ENGINEERS •ARCHITECTS • PLANNERS 4,e (340) 5,00 DATE: DRAWN: DESIGNED: CHECKED: QC: CADD FILE: Scale: = 20' LReducea Sz e I' > 40') 10 20 40 4, 4'43 4, •3 Ex:st, 12WA An 649 Qyy 3 -51 .549 ;p9 41f3 4,99 4As . 4.99 381, - � J10 4 2,& t r3? CRANDON BLVD,, *�7 sit .599 "OCEAN VILLAGE" (55-101) Existing Catch Basin Existing Gate e/aive Existing fire Hydrant EXes t. Exist. Exist. Exist Exist; Tetepnane Manhole Sanitary Sewer Manhole Light Pale w/ Pull Box UP-Ligh is Edge of Pavement CE', iP.) Existing Sign Property Address Prcaosed Eteva tion 't «-03 05 CMH RC RC 347 4 90 443 VILLAGE OF KEY BISCAYNE FLORIDA 4 4 97 SHE' "LA CARRETA " 2m° p (12) Itt +1- .Z19 3436 '4,3.r I 3!F3 4.x,1 -�°i10 X19 4.91 4 07 spa See Sheet 0-20 for CB Conversion Detail 449 47* 4 s "THE PANKEY INSTITUTE" (1) Location of existing facilities as shown on construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or far any fecr7ity not shown, Verify the elevation, type of pipes and location of existing facilities prior to construction. if en existing facility is found to conflict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures can be token to resolve toe problem. Contractor to notify Wage of Key 8iscoyr:e and Sunshine State One Caliof Florida, Inc. 0 1-800-4.32---4770 at Least Forty Eight (48) Hours Prior to Excavating. Evidence of such notice shall be furnished to C.3TS prior to excavating. Sir DRAINAGE & GRADING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 1 " 2 , 3 , L L i 1 4 e 4 \ C a l i 4 8 h a u l s b e f o r e y o u d i g a u n s n E n e S t a t e . , C o e C a t f o f r o a r : d a . 1 - 8 0 0 - 4 3 2 - 4 7 7 0 } 4 . 3 7 4 k , 4 g Q 4 1 1 y ' - . r - . . . . ��- - . . e - . . . . . ��. . 5 5 } . . 4 S 3 o 4 6 3 . 4 , 7 $ 4 7 5 L . 4 4 . 0 3 \ $ , a 7 S y s 0 . 2 3 ' A : 3 3 - . . . . J t r R / V L i n n r s t ���� } 4 . 7 4 , 3 2 3 4 0 4 , 9 6 S - 0 7 V c 9 3 1 �� l a p X 4 9 4 4 4 . 7 9 4 9 3 C R A N D O N B L V D . N C e n t e r L i n e R i g h t C a r W a y L a n e P r o p . C u r b & G u t t e r P r o p . n r r i v e w a y P r o p . H a n d i c o p R a m p E x i s t . C u r b 8 g u t t e r E x i s t i n g T r e e s P r o p . B u s S h e l t e r E x i s t i n g E l e v a t i o n A i t e 8 S _ J E w s t . 1 c " v a 4 . . . . . . . . . , . . ( 3 4 0 ) 5 0 0 , ; ? . . . . 0 . - ' S ' ' S + S 4 4 6 4 9 1 9 . 2 s q W E x i . s t i n g C a t c h B a s i n E x i s t i n g G a t e V a l v e E x i s t i n g F i r e f f y d r a n ' t E x i s t . T e t e p h u n e M a n h o l e E x i s t . S a n i t a r y S e w e r N n h o f e E x i s t . L i g g h t P o i e > v / P u l t . b o x E x i s t . U p - L i g h t s E x i s t E d g e o r P a v e m e n t � ' x i s t i n g S i g n P r o i o e r t y A d d r e s s P r o p o s e d E l e v a t i o n I 1 1 1 1 1 C O R O C A S E C A B A L L O T H 0 M P S O N S A N A V , P A E N G I N E E R S � A R C I T C T S " P L A N N E R S I I I I I I 9 C . 3 t f . c . Y - C F - O E ! - C O N e ! . , \ e C ) V % , - h ' l 3 C . C O 4 A I . _ C a 3 / n M i . 0 r . S � P ' 1 . . o R i t : 3 . A : ! . . ' 3 ' 7 : 3 A " P A f , A m l ( . 3 0 : n } - 4 4 : 5 - 2 9 0 E 3 p i . . . ^ . R Z A ( 9 0 O ) - - 4 A 4 " - - a 5 f 2 7 F 7 - F t F . ' C + t R 7 " f i . n t ' " O N ' S : G E 3 ( S 0 0 2 . x R f a C a t : 2 . ^ . A 2 D A T E : D R A W N ; D E S I G N E D ; C H E C K E D ; Q C : C A D D F I L E : 8 9 s s 1 - 0 3 - 0 5 C I 4 M H R C R C 1 8 1 6 p j ( / r r / , " 0 ; r $ 4 4 4 r s d P r o j e c t i r o n d o n B o u l e v a r d $ t a 8 9 4 1 2 , 0 0 - _ " " - J 3 j r " s . 3 4 r , / , 6 4 ; - S 2 ! * 9 0 L s r g L o c a t i o n o f e x i s t i n g f a c i l i t i e s t s s s h o w n o n C O O S t r u c t l a n d r a w i n g s o r e f r o m a v a k b i e r e c o r d s . T h e E n g i n e e r a s s u m e s n o r e s p o n s ; b i l i t y f r a y t h e a c c u r a c y o f t h e f a c i l i t i e s s h o w n o r f o r n n y f a c i l i t y n o t s h o w n . V e r i f y t h e e l e v o l i o 4 t , t o e o f p i p e s a n d l o c a t i o n o f e x i s t i n g f o e i i i t i e s p r i o r t o c o r r s t r u c t i o i , i f a n e x i s t i n g f a c ' d t y i s f o u n d t o c o n f l i c t w f f h t h e p r o p o s e d c o n s t r u c t i o n ; s p u n e x c a v a t i o n t o e c o n t r a c t o r s h a l l i m m e d i a t e l y n o t i f y t n e e n g i n e e r o f r e c o r d s o t h a t a p p r a p r i a t e m e a s u r e s c o n b e t a k e n t o r e s o l v e t h e p r o b l e m . C o n t r a c t o r t o n o t i f y V i l l a g e o f K e y f l i s c c y ; e a n d S u n s h i n e S t a t e 0 - r e C o l l o f R o r i d o , 1 - - 8 0 0 - - 4 3 2 - - 4 7 7 0 a t L e a s t F o r t y E i g h t ( 4 8 ) H o u r s P r i o r t o E x c a v a t i n g , E v i d e n c e c f s u c h n o t i c e s h e b e f u r n i s h e d t o C . 3 T S p r i o r t o e x c a v a t i n g . S c o t e : 1 " = 2 0 ' ( R e d u c e r s S c a l e . 1 ' . 4 0 ! ) 0 c C 4 0 D R A I N A G E & G R A D I N G P L A N C R A N D O N B O U L E V A R D I M P R O V E M E N T S P H A S E I I E E T N G . C 1 8 " E x e r t . C o t e � b r i o R e m o v e E x i s t . T . C o n s t r u c t r S l o b d o I n s t a l l A 4 . N . C o w e r C o r e D r i l l ! �� I n v . E l * 0 . 7 0 B e g i n P r o j e c t H a r b o r D r i v e B e n i n P a v e m e n t R e c o n s t r u c t i o n 5 t a . a r + 4 a 0 0 M a t c h E x i s t . E l e v a t i o n , F + C , t C c e L e o . 3 L . . V Q . . s , . . . ) , r c 0 0 0 C O R A L . C a A 9 i . , . a 0 a . P - L . . O R I C . , . A . 3 Z 1 3 . 4 . % f t A M t < a - 0 5 ) - 4 4 5 - 2 9 0 0 P ' L O P C O A ( r o c . ) - r . 4 s - 0 2 2 7 R . R K O M - 7 R A I I O N . 5 : e K i t ? o 0 . 4 G 2 2 A A C ( 3 0 2 1 4 2 , 1 1 1 1 1 O M C U R I A A W ) ' S O N S A I M , P e i . E N G I N E E R S A R C H I T E C T S " P L A N N E R S 'TRENCH ONE SIDE N.T.S. Curb Height Vorles (6' Std.) Sees Special Profales\ ----era de P4eaprene Gasket----- At All Conte;: t Edges 15" Pipe TRENCH SO nj SIDeS N.T.S. 2 -a" to; f• /1/1/x//11// a� �a 9 4 15" Pipe FIBERGLASS BAFFLE DETAIL * *hen Used on High Side of Roadways, the Cross Slope of the fetter Shall Match the Cross Slope of the Adjacent Pavement. The Thickness of the Lip Shall be 6", Unless Otherwise Shown on Plans. 1. Provide 1/8" to 1/4" Cantrrsotton efofnts of 10' Centers (Max.). TYPE "F" CURB & GUTTER N.T.S. J/4"R Truant Apion -- Surface Spec. in The Pions 4"R ._ 4 3/4"fi Circulating Roadway Pavement NOM 2i. la Rotate Entire Section So That Gutter Cross .gape Matches Slope of Adjacent Circulating Roadway Pavement TYPE RA" CURB & GUTTER Curb & Cutter or Curb shall be constructed in sections not to exceed 50' in length with 1/8* to 1/4" open expansion joist between each sections, and Contraction Joints at 10' intervals, DRl VEWA Y CURB & GUTTER N. T„S 19-.3/6" 1, Provide 1/8" To 1/4" Construction Joints At 10' intervals (Max.) 2. Subgrode Shall Be Cunoacted To a 95X Density AASNTO T-11300 Exist. Edge of --, Po een?ent __ems st4 Sxwcut E"xiet.' s i Structures Exist. Edge a Pavement Prep, e" Rein Cone. Slab TYPE ' / " CURB eT N. T S -Remove Exist. Fsaeree & orate Remove Top 24" r, � rnnnn=•ere- of Structure UVJ:J13JLeUV UUef Exist. Structure s e s ' 1\ .t..........;... S71NG 2' Pam tee? Widening r USF 5130•-6168 Frame & Crate for TOO FCurb & Cutter or USF 5112-614.3 Frame & Grote for Trolley Cutter Exist. Structure J TYPICAL CB CONVERSION _SCR PTION REVISiO S ATE 2. 3. 4. -- ----------- APPROVED BY; DATE: M1 S. Open-, Avert \ Colored i r Sidewalk Lirrt;ts of r Reinfhrced Cone. Ssdesraile 6/fs' Line rofrle Along Bottom Of Curb Warp Slopes `•-P59're t, Edge min 2" Curb Transition 1.3' Min. One Way . Wcy Or Ae Spcct;szdf On Pions ac }t of Sidewalk Profile Galvanized 6"e6"-10/10 1O/10 Reinforcing Mesh PROFILE 2� Exp. Material 24" CurbCc#• Gutter- -- e!^ saint \--24 Colored Curb --Asspha,+t Pavernent TYPICAL CONCRETE DR/ VEWA Y 144TH CURB & CU TTY" N.T.S. ,f4 Hooked Bo (One at Each Corner ----,5 Reinf Steel All Around (w/ 2' Min. Carne, Cow) 7 -Pavers an Sand Bed --Utility Riser Concrete Collor T Cano. Set Type " Curb et Cutter 6' Min. Transition-) barb ACA Troncoted -17 Dome Warning insert A T1AN$ITION DETA/I,, Slope Should be a Maximum -Oepressed Curb 6' Mtn. SECTION '14.--A" HANDICAP RAMP DETAIL - Frame & Crate See Summary of Oroinoge Structures emovable Cap Inv, ET. ---' (See Table) B ux * 12" ...1 COL: W. tt�4 Barhocks 012"00 CONCRETE COLLAR AROUND U TILT T Y MANHOLES OR VALVE" BOX COVERS IN PAVER A "4S 4 P k 11111 IIIII ENGINEERS ,ARCHITECTS' PLANNERS 00, "'O- Cm DM L..e0N CAL sit>„ .°a,3.J'TS V, 00 EfigCORAL.. +w"83LES, Ps..ORli A 331 '.e'4. s,M:AM (303)-, 445-2aoo P'L.t, * IDA (eG0)--44a-0227 Ft,. PtC0i 0 TR a',I+3NM V30006022 AAC002142 DATE. DRAWN: +£SIGNED: CHECKED: OC: CADO FILE: 09 C.CEw. SECTION Brier & Mortar (2 Layers Miry. 4 Layers Max.) vide Neopreme Gasket all Contact Edges Trench Liner (Note 7) A 0 0 V 0 0 L7 ti,4 'tea» D Ci dG . *a .sed Pipe 3/4" Washed Rock se Otherwise , 000,0_ A .Y A Shown on Planeo , nary NOTE All Concrete to be 4000 PSI Type h Cement MIES 1. U. a Precast Corp. Tole "C" 4=-0" ! Catch Basin 2 Concrete " 4000 PSI, at 28 -Days, Type Ii Cement .1 Trench Pipe Shall be 24" P HOPE• 4. Pipes Shall Terminate 2 Feet from E,d of Trench or Connect to Additional Catch Basin As Required. (-Two ` Curb ,* Glitter Sidewalk Transition Max. Slope 1 in 12 Trench Liner (Note 7) ENO .NEW OF TRENCH 5, Cover Pipe Ends if1th Na. 10 Oolvtssfzed or Aluminum Screen, Opening No Leger Then 1/z"xf/2`. 6. Ballast Rock Shall be from Fresh Water Washed Free of Qeleterlaus Matter. s* Side* slot Top of Trench to be Lined skiffs Mire 700X ater Fabric or Equal Overlap Trench lining materiel a Minimum of Three (3) Feet at Tap, TYPE !-E "C" CATCH BASIN AND EXFI ._; A_77ON - 7F? NCH DETAI CONSTRUCTION DETAILS & SCHEDULES VILLAGE OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE II 0 0 SHEET NO. C2O a o 0 £'x ci s o 0 • z z s 11 t Co u m C) S311A0tid C) D m 0 m 0 0 I 1 t 1 (BSWL) 1 4.225(BSWL)1 4.44 1 , .. k (EON ! E 1 ! 1 4.34 (BSWL) \ \ \ 0 0 0 0 0 0 0 0 0 0 0 ! 1 ! L 3,63 (BSVL) i \ 4.18 (EDP) ! 1 1 1 1 1 s i 1 1 4.6 \1tsi j\1\ 4,84 4.79(EOP) ,! (BSW L) 1I 1� 1 • 1 4.65 (BSW L) 1\ \ E 4, \ 1E \ i` \ 5.16 1+.0_14.40 14.94-1 4.98(EUP) \ \\(BS . ..\ \ \ -10m \ \ au 1 0 in n• \\ 5,53 00 2� 5.48 (FOP) m rQosi 6 (EDP) /, ' I 4,63 (SOP) I 5.26 (BSWL) 4.45 (SOP) p 4.3Q (FOP) I 4.35 (Et3P) (BS),./L) 5291 1+00 14. 891 L+5014.9415.48.1 5. 4415.981 GRAND BAY ENTRANCE 5,60 OWL) E i+4815. 3.31 5.87 j 1 +5014.591 Ex1st1 __... 1+ 501441 1 Ex 1s ta 5.15 (BSWL) 1 +o0'4.26 5:10 (BSWL) +5014.31 Exist. 4.86 (BSWL) Exist. ! 4.28 (SOP) 1 1+20 1 i 4,35 4.02 (BSWL ) \ (!^E7P) \ a X \� to :;, -- • vs \ or 01 --E tsj 4,75 (FOP) r- ra 11 ito m 0 ii NO NVU co + 10 8.00 8 00 3. 8. 00 (E.O,P. ) 8. 00 _Bsw1.) Oi 4.77 (EDP) \ \ Exist Exist 5.04 5.02 (SUP) \ (BSWL) \ 1 +8014 .5615 .35- *00 4 .71 5 .501 1 50-14 .73I Exi st . 5,501 (BS WL) +00 15753 T ;.44 (BS WL) 1 1 I I 1"1:0- . 514.9-61 ill.. 5 ,97 (3SWL> 1 I +00 4 .90 4,94 (SOP) ---5,72 (BSWL) l / f / 7 + 50 4. 72 Ex ist. 4.76 (SOP) 1 1 1 4,57 (SOP> E \ 5,11 (BSWL) d 1 I 1 4.49 (SOP) 5,141 (BSW L.) • 1 f 0 en 4.30 (FOP) '1 +80 BEGIN SIDEWALK RECONSTUC77ON 1+00 (4.5,31-Ex/VI 5.30 (BS 1../L 1+5014,45 5.25 +00 4.26 £lost. 5.12 (BSWL) X50 4.251 Exlst 4<29 (ECP) 5,16 (BSW 1.) 14 ' I D si :A8 G3AOelddY C)R30 33 C3 ID as r s D CI Cs) 5 reS Yt z z tz} 6 1148-47 N t� y x If wpb t7 rn 0 kww. S31 J0}id aye NOaNV J :O Ci 4.37 (EDP), d / / J J J y f 4.26 (BSW L) 3,67 (213P) 4.46 MOP) 4,54 (COP) 1, 5724 (11W ) 0 a 1+00 j4. 42 i Exl st. 50 50 4.73 (COP) 5 .35 (BSWL) E # i E � E 4.89 LEON 5.31 <BSWL)1 5 .313 (33SWL) 1 } 5. 03 (EC > 1 5.48 { (BSWL) , # r, 1 4.90 COPT -1 5,34 (BSW L)1 I. 4,70 TOP -5.1 5.20 (BSWL) 4.54 (COP)/ N69 (CDP) \ X4.13 (BSW L) 4.41 <COP) 4,93 ($SV L) 4.55 <EE1P>} F �c � irs l + 501486 [5.40 II r .1+00 4,69 +5014.85i5.3 .9 1+0014.991w53 5. 32 (BSW L) 4-0014. $61 ExIs t, 1 +50 i 4, 50 I Ex10.; 4.0014.331 fxlst1 550 GSM. ) HEATHER DR. E. ti 4,7 5.20 (BSWL) +00 43914. 911 +50 i4.51 Ex ist. 5,34 (BS V L, ) 7 k m m I) m 0 m NO NVHO +10 4 8.00 18.03 N Q 8.00 (E.©.'.) 8.00 (6SWL) co us 4,48 (COP> 3 } .40 i+O014.44aE xist, L>' I +5014.5015:41 .01 4,62 <COP) 5.40 (BSWL) s #s 4,81 (EI P> 5,00 (E.BF> 5.52 (BSWL) 1 # i # 5.49�� 5,00 (COP) (BSWL) 1 { r { 4.89 (CUP> # 5,31 (BS WL) # 4.64 <COP> I 0 0 a Cr- c }- r.1 1 e 4,48 (COP) 1 r min ax X -1-1 N M ror- p m R >-S X :4.43 (COP> i1 4.47 <COP) ' 1 } } 400 4 .771 1 145014.9615.751 b -1+00 [4.96 .5 0751 1 5? 14 .85 5 .64] 4,73 5.52 ---- 1+50 4..50Tt..J9] 1+00 14.44 5.15^ (8 ,/L) 5. 231 1+ 50 14. 391 r461.1 # 5.19 (BSWL) 1 , 4.63 (MP) C,BSa,JL> } } 1 5,21 1+00 J4. 741 5,531 ® 4.78 (CUP) { ()iSWL) { 5,2$7 (BSWL) _1-400 44 43 4. 5915. 38] �pa g U' CC) * 3QZ Q • r0m� sit• Er• c• 0' r r34D 000 rl 0 a in ns Li 440 -‘3317-1- /1Uo A0(1) c�-- rt.) &) > -3 sXx � pr> Z Alt C') { 0 { cis C3 - is o > 0 • zwr w 01 37 r Ow X r z I I I /I 4.31 (EOP) l 1. . /, 1 co r - 3 0 ' 5,25 \I (8SWL) 4.89 (E©P) 0 r( 0 , CID rri 00 p 5.12 ( P) 3 5.21 (33SW:.) ; i 5.31 f +50 4 .8515 .391 5.3? (MVO 1 { I+00 1 (ELP> 5,15 (E11P) ' 5,19 ! i (BSW L,) 15.18 4.09 (EO?) 1(B3W0> 4.74 (E13P> 5.12 I (BSWL)11 .1 I I 4.60 (E€3P) 1 5.35 (BSWL.)/ 3.94 (EDP) 4 CEO / / / / . /.. / 4.62 (BSWL) 5.40 (BSWL) +50 5.16 5 .70 5.44 (BS WL) t+oo15 .20[5 .741 E+50 15.17x5.71 f+5014.9915.5. 31 5 -./8 -(BS \A..) E+5014. 7015. 241 +00 + 50 4. 27 4. 81 4,37 (BSWL) 4.56 I Ex ist. SONESTA DR. 4.32 (BSW L.) + 5014. 3614. 901 4,61 (BSWL) (R r m CD m NQ©NV +10 8.00 8.00 U) 0 0' �-b O �e y kn 0 8. 00 (E. 0.P. ) 8.00 j 3SWI.) m 16. e3 to < 0 3 I rf (31 0) co 20 X 0' m vfj r al crn co> m b 5.10 (EDP) I 03 0 f +50 4.881.5-671 5.2? (BSWL) ! 5.2£3_ (BSWL> 1 k ! 1 1 1 ! 5.44 5.23 (ED?) ! ' (BSWL) k! i It ! ! 1 ! 5,51 537 (EDP) I (BS WL.) 5,33 (EDP) I I 5.18 (FOP) 5 02 (EDP> 4,93 (ED?) 4,77 (ED?) I I 4.61 (EDP) 4.44 TOP) U) __ (0 4.32 (ED?) 4.45 ,(ELIP) 1 5.46 (BS WL) 5,39 r (BS WL.) 5 .06585 j +50 5 ,19 5 .98 6.121 #50 5. 29 6.08 7i-5014.98 5 .52 5,34 (21L) I +0014.6915.43 5.39 (BSWL? + 50 14.73 5.31 (BSW L. ) 5.28 (BSWL) +00 5. 15 (BSW L.) Exis t. 4.. 57 l:xls f.1 +58 E4.591 5. 131 +64 4. 40 4.94 4. 71 [+ 0014.28 14.821 4.76 (BSWL) + 5014. 41I Ex ist] 4.90 (BSWL> tar 0 5.50 5,00 4.50 — 4.00 5.00: CRiFTIOi€.v 4. n T 70 at v 70 N ""'"- ---PROPOS D PROFILE AT PROPOSED BACK OF . Q WA L K 71 71 APPROVED BY: DATE: 4.94 (EDP) SO J5.1J 15,er 5 Dit f+i rd ,42 b7 17.1 } m EXIST. PROFILE AT (` PROPOSED Ot;TSEEDE E.O.P. a. r-, LC) 72 73 n3 us to 2 W H a En LEFT SIDE OF CRANDON BLVD. s,) I ---EXIST. PROFILE AT PROPOSED OUTSIDE E.O.P. 72 Horizontal S;,xxle: i" w 20' Vertical Scale : l " * 0.5' (Reduced Hari2. Scale: 1 " A. 40 (Rorkrced Vert. Scale: 1" k 17 PROPOSED PROV7LE AT PROPOSE? BACK O S:VEWALK 73 74 75 RIGHT SIDE OF CRANDON BLVD. Horizontct Scale: 1" 20' Vortical $cato : r 0.5° (Reduced Hertz Scale: t" xs 407 (`Reduced Art. Scalar 1" * 1) 0 CEEB A.LO NM MAN, PA DRAWN: hi 11111 ENGINEERS ° ARCHITECTS ° PLANNERS DESIGNED: CMH rac;, r. swc;rr: De: t_epxss 0t..v0., .a+.s> rtw 000 CHECKED: RC m. t,..,,,,.. .....5L.. . Fl-. OR 0A ,',,.SR MIA4 --44 (904) 4°5--2900 Ft,OR)DA (a00)--4-4121,-0227 QC: fL.. atom TRA'7lONn: Z OOO d2s AAMoa2942 CADO FILE: N E 4 ^XtST. PROF : E t EXi5E. Sack of Stdx wcUk cci 74 N �r 444 (E'UP) [.e Ct.., f Y L„J Prop. Elevation at Back of ;,wilt Prop. Elevation at Prop. Outside Edge of Pavrnont, at Cesotsrlir<n Construction, or at Centeriirra Swale Station VILLAGE OF KEY BISCAYNE FLORIDA Exist. Elevation at Bock of EExis4. Sidewalk Exist Elevation at Prop. Outside Edge of Pavement Z 0 Z : < CC z 11.1 j.. -E MST PROlxx?.E AT Exist Er+ 1a E Sack 0 Sidewalk fi6i 75 a a a SPECIAL PROFILES CRANDON BOULEVARD IMPROVEMENTS PHASE H 76 6.50 5.00 5.50 5.00 4.50 --4.00 6.50 ;6.00 5.50 5.00 "w 74.50 4.00 76 co 0) 0) 0 4,53 (COP) 0 0 01 9) co 0 0 0 5.17 (BS WL) 0 41 r1(3 -L.m. I a 11 sCt Ar m 00 73 vr Z oO(ga rwA • • Q �i C> n {, 3 Qi 13zj ,, '. 0 (,I z> m0 m Z th C rn U, rn co «, rn C) r S311:10/id C) m 0 m 0 ;0 0 0 w r 0 8 0 0 0 a , ..4.56 (£OP) \ 5.24 (BSWL> 7') ! 4,70 (COP) tt 4.90 MOP) 5.04 (COP) 1 5.26 • !(SSWL 1 ! ! kce 9(BS Wt.) 5.36 (BS WL) # J tao[4 .861E -wat.] 3 1 ! 5,21 (COP) 0 5.36 (BSWL .1 C/9 7 .3 i 0n o r 5.27 (COP) 5.34 1. .n>,. (BSWL> # m ROI 1! I rnq ! 66 5.541 J+09 5.17^ 5.71mI RS 5,24 (COP) # 5.43 1 ` ;(BSWL I 5.06 (COP) 1 4,82 (COP) / 4.08 CBSWL> x. 65 (COP) 1 I / 5,16 (BSWL.) / / / / # # 1 +50 15.02 ! 5.56 5.38 (BSW L) 1+ 0014-.96 T 5,39 (BSWL) 1±50 5.28 (BSWL) 4.78X3,2 OCEAN DR. ,13 EL z s • !v d..14-, vo,q ft Et it 4p r tT cn ii m N • 4.70 (COP> 4.80 ( (CUP) 5.00 (COP) % 5.17 (COP> (0 40+00 4.3! (1'L) 4.31 (BSWL) 1+10 18.00 18.00 l QL^L tn 8. 00 (E. O,P.) 33. 00 (E3Sw3.) 03 --_ 5.15 (BSWL> Ir �/, 1 5.24 (BS WL) 1-50 5.37 (BSWL) 5. J5 { Exist .] 5.34 (BSWL) IJ ]~Exist., 5.41 t+50 5 .2815 .831 I 5.29 5.13 (BSWL) // I (COP) / I / / / , f1 4.52 (BSW L.)••-.- 1 j rr m Q X 6A C 1 Q 22 1 OM 5.02 T. (COP) tj1 JJ! 4.90 / (COP) / 5.14 / 4,49 '193 (BSVL) 4,18 OWL) . EON 4.31 (COP) + 14 (COP) 5. ro + 00 4. 98 5.52] +5014..8615.40j +95 4.41 4. 99i HARBOR DR. 1108-07 I rat a tootoirtaftwooftotze 5.50 5.00 4.50 4.00 6.50 6.00 5.50 5.00 4.50 4.00 cZs _f3 CQ a, La La 0,1 co 5 (4 a. Cs 14! 83 to e 7.50 EX;ST. PROct, a AT E xis;. Ni• > 3 Bock of Sidewca: !vra EXESf. PROFILE AT bcst. Bock af:Sidcwalk avv to 84 8,00 00 6.50 83 84 PROPOSED P,'Cf7LE. AT PROPOSED SACK OP SDF.WALX 4,52 (EDP) h 4,27 <EDP) a, w a' m r T XiS3, PROFILE AT PROOSF.D OUTSIDE E. P. LEFT SIDE OF CRANDON BLVD. 5.1 Horizontal Scale; t " - 20' Vert icai Scale : 1 " w 0.5' (Reduced Hart. Scale° 1" m 4t3) (Reducer! Vaerf. Scale: 1 " wz —PROPOSED PROFt!E.AT PROPOSED BACK OP SIDEWALK it) 4.59 (EDP) ! --EMT. v1 C.LE AT PROPOSED OUTS:DY E.O.P. 4,49 <ED?) a. lajj c3 a 85 86 87 8.00 83.00 LwGEYD Prop. Eie+ro tiara at Bock of Swlk. a31 1 Exist £fevation at Back ni of Exist, Sldewoik Prop. Elevation of Prop. Outside co; Edge of Pavement, at Centerik,e `oy Construction, or at Centerline Swale a. Station Exist. Elevation at Prop, Outside Edge of Pavement 0 C a; 5,33 «S dL> a' 87 a. RIGHT SIDE OF CRANDON BLVD. Horizontal Scoter 1 " w 20' Verdict* Soak : i' - (Reduced Horiz Scale: 1' — 40) (Reduced Vert Scale: 1. 1) dr:SCRtPTI6'N REVISIONS DATE 2. APPROVED BY: DATE: I1111 CVO UREA ALLo TOWSON SALIM PA MIENGINEERS 'ARCHITECTS • PLANNERS S?01 g.t;,tNC'C DE LAC ON £as..'VC)., .r+LI$TE .0 €JO C 0r:,t t., cl..".e; s,. S . r+ a,,. t:7 c= r i:s sa. 3 t M�At tt ;3U5>-^wwXy--a;Soo >: f,.OA1OA <keaG)—*44-4)227Z41. P1,, fteG7$TA4A'flC» :C: en 000Z 322 AAaOoa : a3! DATE: DRAWN: DESIGNED: CHECKED: QC: CADO FILE: —Q:.- 5.50 5.00 4.50 4.00 6,50 6.00 5.50 5.00 4.50 4.00 SPECIAL PROFILES CRANDON BOULEVARD IMPROVEMENTS PHASE H TM c 0 SHEET NO. C27 J 10.00 5.00 (1.00 10.00 5.00 0.00 10.00 5.00 0.00 10..00 5.00 0.00 50 40 30 20 10 10 20 30 40 50 CROSS SECTONS 50 40 30 20 10 SCALE: 1 INCH = 5 FEET VERT. 1 INCH = 10 FEET HOR. REDUCED SCALE 1 INCH v 10 FEET VERT. 1 INCH m 20 FEET HOP. 3 I tt +tf)t). EXIST E . =4.55 20 30 50 0 VIM +VD EXIST E =4.76 20 10 REVISIONS ..,...DESCRfP :ON 2. 3. 4, DATE PROVED SY: DATE:....... �...w 10 film ow ics UntGc €>., t. '.7re 9i -VC>., SLiii-C 9C< cog: AL, C.t"fa .; .s"a. F'L.pF�.'`G£3A °53.1 MEty{f liMf 005)^^•44`•-"x300 Fi,C) ,t),A ($00)-4-44A- 0227 Wit. ROf rRA Tfp!ci S: 4::ttaAtsbi322 AACOn,214,'2 # 10.00 10.00 5.00 5.00 0.00 " 0.00 10.00 10.00 5.00 5.00 0.00 0.00 10.00 10.00 5.00 5.00 0.00 0.00 10.00 10.00 5.00 _ 5.00 0.00 , _0.00 0.00 .. CORZo 1HOIMPSON Ste, PA ENGINEERS -ARCHITECTS -PLANNERS DATE: DRAWN: DESIGNED: CHECKED; QC; CADD FILE: 10 2.0 30 40 50 EXIST E =4.4-6 50 12-03=0 . �( RM C{{� .MHLL,, RC Am - 40 30 10.00. 5.00 0.00 10.00 5.00 EXIST E =4.38 0.00 EXIST E =4.35 EXIST E 20 10 /+ 4.16 0.00 10.00 5.00 0.00 10.00 . 5.00 VILLAGE OF KEY BISCAYNE FLORIDA 20 h ,ARBOR DR. CROSS SECTIONS 30 40 0 CRANDON BOULEVARD IMPROVEMENTS PHASE II 130 0 MEET '•.. C;�:S .:3 FTION_. 2. REV SIONS \\\ \\ "4'3 GRAN \\ N -� "= " Match Exist. \1 11 't 1 I,l It t VI - 1i l \I i\ j1t a,.,.-- --- -"" \\ '• 1 ✓ t , / 1 APP ROVED BY: C Match Exist, 66' White (10'-- JO' Skio 5" Yellow 5. — "CRANDON TOWER" (555) All Pa:, neat Markings, Messages At Arrows Shall Be ThermcpIast;c Unless Otherwise Mated. 2. Pcvement ilorki'rgs Shalt 9e Picctld *s Shown in the Plans or:; Traffic Design Storsdcrds. . Reflective Pavement Mockers ore Ta Be Placed Along the Entire Length of the Project per i=.O,0 r Index No.17352 4. Match Existing Paverrlerat Markings at the aeginning end et the E'd of the 13rwjevt end nt alt side, Streets without Jogs or Offsets. 5. All Pavement Arrows Shall Be per P.00. T. Invex 17346 '°SUNTRUST BANK" (520) 5" Mite (2°--4' Skiaa) 6. All Existing Pnvoment Markings which Conflict with New Writings Shaft ee Removed "either 9y Grinding Process or Water BlasUreg. Z All Pavement Markings and Signs Shall Comply with the Manua? of Uniform Traffic Control Devices Standards. 8 Ali Existing Signs in Conflict with Proposed Construction ore to be Relocated by Contractor Unless otherwise noted Cr! Ptelns. Ill. CNZO WILLA CARBALLO THOMPSON SALON, P,A. inENGINEERS' ARCHITECTS . PLANNERS Q, P•c.'vc.= cat: f..E,Q4,s i L.vr,:,, ,aL rl•-•'t 6100 EimCC! .u..-.. w^AeL.S5,.:3. F':...c•Rit7A _• 1 a1. .btEAmt C lea)^^ -44;5 -29CCs f't.osxs. A ( 0) 4 3-27 Kt. K CkSTRATIO?- : r"0pOC C;bs .& 'C002142 See Sheet C36 Far 5ignage t)eta' DATE; DRAWN: DESIGNED CHECKED: QC: CADD FI E: 54 Prop. Pavers ca i �~ a €t • 1 Prep. 10' { aver Cresswa i \ 1,03-3J RM CMH VILLAGE OF KEY BISCAYNE FLORIDA - 6' Mite (. =-4' Skip} 6" Yeitcw (Re • c.ed Scaiea 3' = 4C') 10 2!) White 417 "5" white (10'--30' Sk:P) (25) "GRAND BAY" ratite PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE H SHEET NO, C29 14.1 (24) NO xS• 1. All Pavement Markings, Messog$ k Arrows Shoff E3e Thermaplostic Unless Otherwise Noted, 2, Pavement Markings Shall Be Placed as Shown in the Pions and Traffic Design Standards. 3. Reflective Pavement Markers are To Be Placed Along the Entire length of the Prcie'ct per F.0.0.T. Index Na.773S2 4. Match Existing Pavement Markings at the Beginning and at the End of the Project and at ail side Streets without Jogs or Offsets. S. RII Pavement Arrows Shall Be per F.0.0.7 Index 17346 S. All Existing Pavement Markings which Conflict with New Markings Shall ac Removed Ether By Grinding Process or Water Blasting, 7. All Pavement Markings and Stns Shad Comply with the Mamas of Unifortn Traffic Contras Devtces Standards,. 3 All Existing Signs in Conrhiot with Proposed Construction ore to be Relocated by Contractor Unless otherwise noted on Pions. 5' YVhrte 12: 5' Yellow White (10'-3O' Skip) BL (22) (21) REVISIONS € £SCRIPT1ON t. 2. 3. DATE APPROVED BY: DATE: 58 (20) a.. VILLAGE GREEN &" White (i0` --3O' Skip) CRANDON BLVD. (19) (18) See Sheet C35 For Signage Detail alli^voI t~c7' e r.�).E Lear'. ot,.�^ry., Sara rc 90G GCF AL.. >Af3 ES. P';.,0 0,4 .3.31 34 ENnei A5 ( 30S; --443---2q00 F'L,ar OA C90J j^—a/.t4--022'3 r., fit:Qt"d-S'FiA 1^ O t;5, F:k3000"CC2:i AAI:00214a MI C GG CASE! A CARBALLO THOMPSON SALON, P.A. ENGINEERS • ARCHITECTS ° PLANNERS DATE; DRAWN: DESIGNED; CHECKED: zC; CADO i;'1L 1-03-05 RM CMH RC IOTE: REFER TO LANDSCAPE PLANS FOR REMOVAL AND/OR RELOCATION OF cXISTTNG 7 E (17) "GRAND BAY" VILLAGE OF KEY BISCAYNE FLORIDA 6" White I I (155) Sc stet 1' w 20' <Reduced Scale+ t' = 40') -- fit JO 20 .1 I- U 4 PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II I z. I White (2`--4' Skip) a 6,, :NFsite (390) REVISIONS ; SCR#PTION Oite VILLAGE GREEN 5" yellow 63 6" iMSsite (378) ! # I 64 (360) White (,O' -3O' Skip) N CRANDON BLVD. 6" yellow I CORZO CASIEU.1 C AI O TOMPSON SARAN, P.k ENGINEERS • ARCHITECTS b PLANNERS I PONCE 0 NA i i..VD.. AetAtatl (306)— 445— 2,S FLCR•DA (&X»•--a49---CJ227 IYEC7'$YFRA.'RCv;a: C>;tb009C322 rt,AC:00242 ite (1O`-.wO' Skip) 6" White (10'--30' Skip) (340) e •t C36 for age Detail DATE DRAWN: CHECKED: QC: CADO FELE: 1-o RM CMH RC RC I 11 66 (330) 6" White. I VILLAGE OF KEY BISCAYNE FLORIDA SHOPPING CENTER (eQ � F,ss.x;:a•zo .w) "KEY BISCAYNE" (320) 0 /0 —Ti 40 9 z U 6' White 5' wt3ite (2`--4' Skip).--\ I (324) 68 (300) PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEET NO C31 SHOPPING CENTER "KEY BISCAYNE" (320) t3©0) REVISIONS DESC€RIPTIO- 2. Prop. Pavers 69 1 3 OT 0 APPROVED BY: ©ATE:_„„ .... N 0 Z \ti �" -6` White (2'-4' Skip) ----- CRANDON BLVD. 24" rYhite SHOPPING CENTER "THE SQUARE" (260) 6" White white (1O' -3J' Skip) 41_ PU LIC LIBRARY (299) 1111 CORZO CASIELIA s aki, P.A, ENGINEERS •ARrNITEPTSPLANNERS a IN V £7Y Lzt.ghs tAe t. -)t --:t C.eCJf1t eni..'VC3., Ciyi-f'k. Sd CSC: ^c::4.1,,t.. Q.AI L_ y. r'L.':Rft).A :.37 34- Egg.A.;,308>...a-4, --- ?a00 Pl..ORtt-SA (sea)--a46^^ri227 FL, 4FQi S'TXYR'fitcJ+•iN, e.50eO5G22 «ti AV. Oe2i 4k •m. 5) White - 'See Sheet C36 For ISignoge Detail 72 / S JES. 1. All Pavement Markings, Messages de Arrows Shell Be Thermoplastic Unless Otherwise Noted. 2. Pavement Markings Shall Be Pieced as Shown in the Plans and Traffic Design Standards. 3. Reflective Pavement Markers are To Be Placers Along the Entire Length of the Project per F.D,O. T Index No.17352 4. Match Existing Pavement Markings at the Beginning and at the End of the Project and at all side Streets without Jags or Offsets. 5. All Pavement Arrows Shall Be Per F.O.O.. r Index 97345 6, All Existing Pavement Markings which Conflict with New Markings Shall be Removed Either By Grinding Process or Water Blasting. 7. Ail Pavement Markings and Signs Shall Comply with the Manual of Uniform Traffic Control Devices Standards. All Existing Signs 41 Conflict with Proposed Construction are to be Relocated by Contractor Unless otherwise noted on Plans. DATE: DRAWN: DESIGNED; CHECKED: QC: CADD FILE: 1-R03-`05 CMH RP RC Scate: <Reduced Scale, 1' - 41Y) l0 z0 40 MEDICAL CENTER (240) 6" White (90'-30' Skip) VILLAGE OF KEY BISCAYNE FLORIDA 73 5' Yellow PARKING PUBLIC LIBRARY 6" White 74 PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEE . C32 0 d 4 SCRIPT oN VACANT LOT (200) PARKING PUBLIC LIBRARY IONS cx 1 APPROVED BY: 2=" White ME ARCADE MALL CRANDON. • t5" Yellow ------*----\,,, B 5" White 77 " ACH0VIA RANK„ {000) See Sheet C.56" For 1 5ignage Detail ntOT 1. All Pavement Markings, :ttassoges dr Arrows Shoff 8e therms; lactic Unless Otherwise Noted. Paverrent Markings Shot! Bm Plo d es Shown in the Plans and Traffic Design Standards. 3 Reflective Pavement Markers ore To 8e Placed Along the s.ntrre Length of the Project per r:J-f3.7: Index No.17352 4. ,Match Existing Pavement Mornings at the peginnieg end of the End of the Project and at all side Streets without Jogs ar Offsets. 5. All Povernent Arrows Shall 13e per P1).0.T. index 17345 5, Ali Existing Pcsv'rnent Mt,rkiogs which Conflict with New Markings Shoff Jae R, °noverd Either Sy Grinding Process or Water Slosting. 7. All Pavement Mortrings and Signs Sholr Comply with the Marva' of Uniform Traffic Control Devices Standards. 8, All Existing Signs in Coxtfict with Proposed Construction ore to oe Relocated tsy Contractor Unless ofhnrwise ^toted oe Pk is. 11111 CORN CASEL.A CARBA110 TOWSON SAWN, PA ENGINEERS -ARCHITECTS -PLANNERS MI 5ii l r'"• C7r c r 35. 1.-MC;>'4 eAl.Y4"=,. :,..,:{-rn OCIO magCOQ•- L.. GAfat-.ES, ` L,Or f.7A S 9 Z3.- MrAms (...,t )-444-200 t:'LUt2svA (s00)-.4,40-0227 e -t r2eC;SSTRATSC'SN r�� r3: 3t 0C;t4,022.' AAe:s30x4+F;2 AT DRAWN; ,3 1.14 0ESiGNED Ck4H CHECKED: OC: CAD° FILE: 6" Milto .eOW— " Ye7a w o' Skip) "KEY COLONY "CITIBANK," (84) ir-r White (10'-30' Skim) VILLAGE OF KEY BIS AYNE FLORIDA scam, 1" 2E' <Reauced Scuien t° = 40`} ft; Bo i`. r`SHELL' LJ GAS STATION w (70 w %.:....._--�+..+._-v_-w-.��_____. -'-'..v."..^. -r+..e.�.•^'^�^+^vow.. ite(2- r5Y'4) mit 5" White 80 PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE 11 SHEET NO. C33 z S, U 2 80 6" White (2'-4' Skip) S" Wh to (F0'-30' Skip) t 6" White "THE PALMS" (77) Yellow T� ��tt REVtSiONS DZSCR}PTO 1. 2. 4, DATE f-PraicPPave 440. 0 ite 5" Yellow 24" White. ---- APPROVED DY: DATE: MATGHLINE G —G "DISCOUNT" GAS STATION (38) .. 0 24" White 6" White (2'-4' Skip) 5" White 41.1,0,, pv,....„.:,..: ,,, L. E`.0r,t O....VC) .‹ st..).-r. vc.1:-.-, Miami ('5O3)--#45--29QO F"..C1SFaA (110.3)--44e—Ca2: F'1„ R EGi5T+aa'f'twt4se &S 003..22 AAC0021..t2 ENGINEERS °ARCHITECTS -PLANNERS LIQUOR STORE (26) "STEPANOS >a (24) 84 "OCEAN VILLAGE" (55-101) "UNITED REAL STATE" (22) .A CARRETA (12) Scale: 1° = 24' (Reduced Same, l° = 4t1') 0 76" White 40 [6" White (10'--30' SkiP) ,T 6" White ('Q'--.70` Skip) ANON BLVD. See Sheet 036 For nage Detail NO TES; 1. Ali Pavement Markings, Messages & Arrows Shall Be Thermoprostic Unless Otherwise Noted. 2. Pavement Markings Shall Be Placed as Shown in the Pions and rraffic Design Standards. 3. Reflective Pavement Markers are To fie Placed Nong the Entire Length of the Project per F.D.O.', index N0.17352 4. Match Existing pavement Markings at the 8eglnnrng and at the Eno' of the Project and at all side Streets without Jogs or Offsets. 5. AO Pavement Arrows Shall Be per FD.Q. T Index 17.346 6. Ail Existing Pavement Markings which Conflict with New Markings Shall be Removed Either By Grinding Process or Water Blasting, 7. All Pavement Markings and Signs Shall Comply with the Manua, of Uniform Traffic Control Devices Standards, & NI Existing Signs in Conflict with Proposed Construction are to be Relocated by Contractor Unless otherwise noted on Plans. VILLAGE OF KEY BISCAYNE FLORIDA SHEET ‘N-6" Yellow 6" Yellow 7-6" White ti 0 "THE PANKEY INSTITUTE" (1) MATCHLINE PAVEMENT MARKING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE )) z 0 4 7.1 86 1__ REV)S1QNS' l r — s a tP APPROVED BY: DATE; 97 7 c 6* Yellow CRANDON BLVD. 88 Yellow See Sheet C36 For Sir7nage Detaa7 At+tte POT'S; t, All Pavement Markings, Messrges & Arrows Shah Be Thermoplastic Unless Otherwise rooted. 2, Pavement Markings Shall 9e Placed as Shown in the Plans and Traffic Design Standards. 3 i?er7etive Pasement Morkerw ore To Re Pieced Aivng the Entire Length cf the Project per F.D.0 T. index No.17,552 4. Match Existing Pavement Markings at the Beginning and at the end of the Project Grid at all side .Streets without Jags or Offsets. 5, All Pavement Arrows Shalt Re per F:t1.f3 l: Index 17346 Eq. All Existing Pov rent Markings which Conflict with Nevi Markings Shall be Removed Either ray Grinding Process or Water $costing. 7. Alt Pov&ment Markings and Signs She Comply with the Mama! of Uniform Traffic Control Oe+nces Standards. g Alt Existing Signs in Conflict with Proposed Construction pre to he Relocated by Contractor 'finless otherwise noted on Plans. 4 11111 CIO CAS 1f. LL 5 CARBkLO -HOWSON SALON, P.A. ENGINEERS 5 • ARCHITECTS - PLANNERS MI=ow F" NC`K 0 t—MOr+1 C3i.,vs;,> rat.:: ”. QGC7 +�+ <70:•t,++,.L.. C.:4"3b. S t...C'Jr"'trw0A Z :,SSZ27 M$AMt i;it.) >^-4+0--3500 F'L OR:DA (SOC.13- 440 FL R Ca+SITiAT10 : C00005022 s`AC =27 / r / / Exist. Str;ping r a nved ..-+ .- -- --- / Fc c3e „s. rn f 6 White 00'--..30' Skip) 99 $ DATE: DRAWN: DESIGNED: CHECKED: CAOO 1-c -05 RM - - CMH RC . ... f L-6" rFtsite (Z'--4' Skip) 5" Yellow // VOsite 10 3ti Skio) M i to (2 A Skip) ir-Exst< Bike Lone -Exist. Striping Ta Remoin 90 Exist. Striping To ?i`ernain Exist. Bike Lone VILLAGE OF KEY BISCAYNE FLORIDA Scc is? I aU' !R`ctceu Seater 1` 40') 0 s PAVEMENT MARKING PLAN C35 1 ata CR1PTlO 6" Double Yetlaw "ST. AGNES" (100) 6" Mite 6" Double rte 3134.1 Rt -2 6" White ( • a• r- Yellow i2 Prop. 1' Paver Crosswalk 6'Yllow 6" Write (2'-4' S1fip) / / 1 / 6" White / REVS€OHS DATE APPROVED E?: DATE: R1-2 0 0 u Pa a r / ! V1 On PAVEMENT MARKING PLAN "HARBOR PLAZA" (93) ST. CHRISTOPHERS BY THE SEA (95) y t 6" Yellow it . 4, 6" i3hite / � � 9 L 6" White ® j 1, All Pavement Markings, Messages ck Arrows Shoal Be Thermoplastic Unless Otherwise Noted, 2. Pavement Markings she Be Placed as Shown in the Plans and Traffic Design Standards 3. Ref/eht//e Pavement Markers are ra Be Placed Along the Entire Length of the Project per F.0.0.7; Index No.17352 4, Match E:xisting Pavement Workings at the Beginning and at the Ord a the Project and at all Skid Streets without Jags ar Offsets. 5, All Pavement Arrows Shall Be per F.D.0. T. Index. 1734E 6. All Existing Paw°rrrent Workings which Conflict with New Markings Shan be Removed Either Sy Grinding Proces-s or Water 3iosting. g 7 All Pavement Markings and Signs Shutt Comply with the Manual of Uniform Traffic Control De»ces Standards. a All Exist Signs in Conflict with Proposed Construction ore to ;re Relocated by Contractor Unless otherwise noted an Plans 41. 003 PONCE: CJ i. eOtr EAL..V1.. .,.i.:i""e SO0C1 CO » L 0.401..ES, F'L_�.' P.10.a. :..5 £ .3.4. LEEyf,Am; (QOM) --44 —29E30 'l.OR:Ol4 (Z300)--443 --C3227 "'t, '1E0: -,F1,AT'l<,orS: 0t7300 22 AACI3a2',.c. IIIII COE CASTELLA CARBALLO IHOMPSON SA1 A , P.A, ENGINEERS 'ARCHiTEC T S"PLANNER S DATE: DRAWN: DESIGNED: CHECKED: OC: CADD FILE: 1-03—05 Rid ...— RC L "OASIS CAFE" (21) 6" Yellow / "SHELL" ,/ GAS STATION (70) VILLAGE OF KEY BISCAYNE FLORIDA Sca:e: 1" = 24' (Reduced Scats, t" 40') 0 20 40 "DISCOUNT" GAS STATION (38) �rPast Cap Cast AEunn Sign Frame Pe:ca Products AP -7012-1, AP -7011--2 or Appoved Steel Post Finis Grade SIGNAGE DETAIL firs. CRANDON BOULEVARD IMPROVEMENTS PHASE 11 SO4 Errtrea'r ent SHEET C36 L I° >f y\f1 r v€ DETAIL IT SIGNAL HEADS ITEM No, 6511-1--131 ITEM A/c 650-1-151 c°6 EXISTING) (2 EXISTING) ILUMINATED STREET SION (1? REO'D) ILUMINATED 5'TREE T SIGN lc' RELIED NOTES 1. .THE DE1VAND WATTAGE FOR THIS INTERSECTION IS ----- WATTS t? REMOVE ALL. F 4V(HE.NT MARKINGS, RAISED PAVE -HE -NT MARKERS AND SIGNS IN CONFLICT WITH T,-IIS PLAN, 3. REMOVE EXISTING SIGNAL EQUIPMENT .AND RETURN LiND4M4G77i TO MIAMI •-DADE COUNTY PUBLIC WIJRKS DEPARTMENT, SIGNAL AND SIGNS DIVISIGN (7100 N.V 36 S T) 4, SIGNAL TIMIN6 SHA; L RE PROVIDED BY ;UAW--DADE COUNTY PUJJLIC WORKS DEPAR7 N7. PAVEMENT HARKING ARE SHOWN FOR INFORMATION ONLY. SEE SIGNINC4 & PAVEMENT MARKINGS PLANS. CONTROLLER -----------r- 2 TIMINGS :1MiN FL?�fC'E;QN 44 __ _.,_ ---- ;M{N I4 ERVAL MINIMUM GREEN (INEIIAL) ------ T 5 _- d EXTENSION (PASSAGE) MAXIMUM GREEN 1 MAXIMUM GREEN 2 ; — rat.ow u ALL RED .PEDES MEAN 'WALK* PEDESTRIAN CLEAR ' I CONTRA LER OPERATIONS 3. MAJOR STREET 3S _.e _.._s , MINOR STREET ES .... _. 2. STD SIGNAL OPERATING PLAN ro (SOP AS SHOWN) 3. PHASES) ACTUATED, PHASE RECALL 4. MOVEMENT(S) IS(ARE) PROTECTED/PERMISSIVE 5. SIGNAL COORDINATION PHASE ES 6. FLASHING .OPERATON YELLOW; _.. RED 7, WIRE/PROGRAM CONTROLLER TO SKIP MOVEMENT(S) r^• 26 01 ITEM No 653-171 (8 REO'D) 810-4A 9sxlc" JTEM Na 700-84-01 (4 RE'r'D+ DETECTORS FOR LOOPS -r- NWT No. OF No, OF No, E.00PS 1ETS L-1 L -- L--7 L-4 L-8 EX?Srnvc 547-11-46 65.3-171 665-11 EXIST.NG CONTROLLER CArINET lJQ?:iA� TRAF77G' POLES ANO MAST ARMS TO 61: ELECTROSTATCALLY PAINTED HUNTER OREEN 653-171 659-707 665-11 (300) COR?O CASTILLA CARBALLO THOMPSON SI , P, . ENGINEERS • ARCHITECTS. PLANNERS _. 01 PO XCi C5 L..00t.-7 CSt..Y'C3., "Tit.L41 OCO CORAL. A.t_ C3Aa' ':....w.153, T L..O 10.a. --.S.1 . A- MtiAt4i (20)-445— 2900 r,,.Of2:OA (90O) -44a-0227 F•:, RE.Gf°: LT£ A•;7GN'Sc CS 007,0022 AAC0429A2 DATE: DRAWN: DESIGNED; CHECKED: QC; CADD FILE: —o R C1411 RC EXISI?NG 647-11-36 SHOPPING CENTER "KEY BISCAYNE" (320) 6 EX1ST?NG 647--11-22 EiDc' 7Q t 553--171 1 659.707 665-- 11 ! sr •r"_- - 0 VILLAGE OF KEY BISCAYNE FLORIDA (Ra Scate` 1' a 40') (t 10 20 40 r - — SRC "1 CRANDON BLVD. max_=s<_xs ----N~.--�------•- r�---•-��._� .art_-- - � � ; 653- 771 5'9--107 665--11 EXIS T sWCC .6"47--11--66 PUBLIC LIBRARY 1299) SIGNALIZAT GN PLAN CRANDON BOULEVARD _ IMPRGVEMENTS PHASE II SHEET NCB. C37 ( v\,1 01 .DETAIL OF SIGNAL HEADS r-- ----3 ITEM No. 650-1-131 ITEM No. 650-1-141 (5 EXISTING a EXISTING) 00C)C6) ITEM No, 650-1-131 ITEM No. 650-1-141 a REQ'D) f! REQ'D) 0 ILUMINATED STREET SIGN f2 REQ'D) ILUMINATED STREET SIGN f! REQ'D) NOTE SI 3, [1 `! \I(Ci/- 1(‹C 1(C.I it ITEM No. 650-1-151 (2 EXISTING) 0 THE DEMAND WATTAGE` FOR THIS INTE,RS(CTION 15 -- WATTS REMOVE ALL PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS AND SIGNS IN CONFLICT WITH P115 PLAN REMOVE EXISTING SIGNAL EQUIPMENT AND RETURN UNDAMAGED TO MIAMI-DADE 5IVNTY PUBLIC WORKS DE:DART E:Nr SIGNAL AND SIGNS DIVISION (7100 NW. 36 Sr) 4, SIGNAL. TIMING SHALL BE PROVIDED BY MIAMI-DADE- CGUNTY PUBLIC WORKS DEPARTMENT. 5 PAVEMENT MARKING ARE SHOWN FOR INFORMATION ONLY. SEE SIGNING & PAVEMENT MARKING PLANS, CONTROLLER TR41NGS •— TIMING INTERVAL ITEM No, 650-1-131 ITEM No. 650-1-141 a REQ'D) f! REQ'D) 0 ILUMINATED STREET SIGN f2 REQ'D) ILUMINATED STREET SIGN f! REQ'D) NOTE SI 3, [1 `! \I(Ci/- 1(‹C 1(C.I it ITEM No. 650-1-151 (2 EXISTING) 0 THE DEMAND WATTAGE` FOR THIS INTE,RS(CTION 15 -- WATTS REMOVE ALL PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS AND SIGNS IN CONFLICT WITH P115 PLAN REMOVE EXISTING SIGNAL EQUIPMENT AND RETURN UNDAMAGED TO MIAMI-DADE 5IVNTY PUBLIC WORKS DE:DART E:Nr SIGNAL AND SIGNS DIVISION (7100 NW. 36 Sr) 4, SIGNAL. TIMING SHALL BE PROVIDED BY MIAMI-DADE- CGUNTY PUBLIC WORKS DEPARTMENT. 5 PAVEMENT MARKING ARE SHOWN FOR INFORMATION ONLY. SEE SIGNING & PAVEMENT MARKING PLANS, CONTROLLER TR41NGS •— TIMING INTERVAL TIMING FUNCTEONN 1 2 i 3 4 ,5 6 7 8 MINIMUM Cfi££N (INITIAL) > J EXTENSION (PASSAGE) i MAXIMUM GREEN 1 MAXIMUM GREEN 2 -I. YELLOW ALI. RED PEDESTRIAN "WALK" PEDESTRIAN CLEAR APPROVED BY: DATE: ..... aP211 P4 Pfi ITEM Na. 653--!71 (B REQ'D) 0 ILUMINATED STREET SIGN f! REQ'D) PUSH BUTTON WAIr FOR R10-44 9'x1" ITEM No. 700-84-01 (4 REQ'D) DETECTORS FOR LOOPS ►A A`M'T No. No. OF DETS. L-1 L-5 L--3 L-7 -8 4_ t;$ 01 PONCE :-.... Lx.r.:7,4 LA/0 • , surre sloo ER C( F J -.L., C3,ae4LEs, z,'L.L'SFtf O.A. 3:'3^. .-..3,,s, m:00,,4$ ?.:4 f 05)-445-•2VC0 f'F.,ORioA caoo)--4445-ox2'7 ;- Rs-,,. s.rg A-C7oNt$: E:C34`C:Q LJ:w2 AAC[3©2'. 4-2 L�I 653-171 659-107 665-17 EXISTING 647-11--56 "THE PALMS" {77) CONTROLLER Or ERATIONS 3. MAJOR STREET IS —9 EXISTING CONTROLLER CABINET 653-171 .559.107 665-11 EXI S IING 547-11-35 NKr , MINOR STREET IS 2. STD SIGNAL OPERATING FLAN or (SOP AS at"OVIN) 3. PHASE(S) ACTUATED, PHASE RECALL 4, MOVEMENT(S) IS(ARE) PROTECTED/PERMISSIVE 5, SIGNAL COOR0 NAT10N PHASE IS 6. FLASHING OPERATION; "ELLCW RED 7. WIRE/PROGRAM CO,NTROLFR TO SKIP MO'VEMENT(S)_. 1111 CORM CARLA M ILD THOS SAWN, ENGINEERS -ARCHITECTS -PLANNERS DATE; DRAW; OESlGNED: CHECKED; QC; CADO F#t.Ea r \ I \ 1,r 0 0 J., -X33.--05 RM CM -4 TRAFFIC POLES AND MAST ARMS TO BE ELECTROSTAT7CALLY PAINTED HUNTER GREEN 653-.171 659-107 r---4 655-11 VILLAGE OF KEY BISCAYNE FLORIDA "DISCOUNT" GAS STATION (38) 15' SCate: I' = 2J' (Reoviceo Scale. f' = 40') 16 20 40 ( 647--11--22 x z ^sxasz»z.z�_s a^s LIQUOR STORE (26) 1 CRANDON BLVD. 653--171 659-107 665-11 f Ex's TING 647-11-50 42> "OCEAN VILLAGE` (55401) SIGNALIZATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II HEET C38 1, 11 \\ 1 \ ; ‘ \ \ L '1 W \ \ \ % \ \ t t �t �, \ \ \\ \ Sj 't , 1 \l�\ INN \\ \\ ! i't ki %A v\ \ V ,� %\ 'k\ \ \ ot,\ \\ \ \\ L .0 \ \ 1 \,\ .0. \\ \'' j 1 "' _ 1 N\ \ \ -) k t \i' \V \-2: �l'...\.‘ - i'r \ \\ \ \; \. \\ \\ \\ \ \\ \\ \\ \ •\ bz' � J ` `;- \` \\ sus-%' c'�1 tC v ,- --, A\� ___ fr1 i \ f F t\ i } 1 \ \ \\ 11 \ \ \ \ \ \ \\ `t, 1 n \ \ \ " �, \\ a t \ \ , \ 0 \t 1 r 'W`4 \ y \1 °•• \11 \\ \ �� \ \ 'a \\ \'\ \ i t \ 1 t } \1 \1 Begin Project Cr'Cndon eculevcrd 9eri n Pavement Resurfacing b ta, 52+37.70 Match Exist. Elevation CB 014 BLVD_ r \ 1 1� `�� -r t \\\ \\ /1 t t \'\ ; \•1 --=—.i - _..,--r....... \\ \ sit } \ \ t° j1z .."_p 0. -r M ram y �„f Crandon ?/ i.- "TA, 5©+d7 ' Galen Or /M r,tyrs St.= SFA. ICJ+ -0O Call 4$ hours bear® you dig S,.an511tne Six ks C Cott rat P""ter'frk, Inc, -1-800- 432-4770 rREViS!ONS..__ . r'SCR PTIO 2 2 o. POLE. No. L-1 SJR r EXISTING LOCATION (Station, Offset) 52+7i8,, 43.8'Lt, 53+72.2, 42.9' Lt, Lw-3 L-4 t_--5 DATE. APPROVED BY: 54+78.9, 44.4' Rt. 54+€51.9, 43.7' Lt. 56+14.3, 43,1 Lt... € "CRANDON TOWER" (555) LICH TF E NEW LOCATION (Stanton, Offset) x�tsb. la' Sd.fa ' SUN i RUS 1 BANK" (520) 0 DA —A N/A N/A N/A N/A N/A REMARKS See Note .. See Note 1 See Note 1 III COG CASES CAR3A1LO THO PSON SWAN, P.A. ENGINEERS .ARCHITECTS • PLANNERS IIIII00i "pig.: CC' f)E_ t.,F.,C3Pu F?I l.4Y7 . SJ:-ri.. lie C1,0 c QRA.L.. C.'a,..r3;_,.E �:, r.-1._::3RID,� :: —i lio. frs'4, ....,„,)-44n----:4900 Fi.OR}JA (000)--440-0227 r i. r1FG15': r'3 AT 10:4S: 0L C J..2 AAC002142 See Note See Note 1 DATE: DRAWN: DESIGNED: CHECKED: CC: CADO FILE: 1-03-05 RM CMH . RC RC L` } 4 Jts t t} `w0is• 1. Poles to be E3ectrclyticolly in the H nter Green Color Crcndcrt cif;.:%` S;:1.\ 4-r22.26 Gro^d Boy En tromp= $%r. 02+,00 } i VILLAGE OF KEY BISCAYNE FLORIDA \ Stzate -z 20' 10 4C, (25) "GRAND BAY" • are from ovollabfe• records, The Engineer assumes ne resportsrbilay for the occur:7c), of the fecilitles shown or for any facillty not shown. Verify the elevation, t)pe of pipes and location of existing facilities prior to construction, If on existing facility ;S' found to confIlot with the proposed construction upon excovotim tne contractor siiati immediatey notify the engineer of record so tnot appropriate measures con be token to resolve the problem. Controctor to notify Viiiage of Key f,liscayne and Sunshine State One Coll& 17orida, Inc. 41 1-800-4W -4770 at Least Forty Eight (48„) Hours Prior to Excavating. Evidence of sr.scn notice shod be furnished to 037'5 prior to excuvating. LIGHTING MODIFICATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II II/ (24) 1 • } (22) Can 48 hours before you dig St..nsrt;^e Si,te ,,„m e £:1ng CaE: of F;or .r#tx, :nc, 1-800-432-4770 APPROVED 3Y: DATE: (21) Fanst412.Wf4 VILLAGE GREEN ---------- 24'S.D. __ ____- ____ _ (20) S -R . T LI O CRANDON BLVD __ .,._ ^'.s ._.. fit'; ^j ` $;.* cot `°. .�.,. ..,.. �.s. m.o... aaz. DATA rinow ROLE No. EXISTING LOCATION (Station, Offset) NEW LOCATION (Station, Offset) REMARKS L-6 56+44.8, 46.2' Rt. N/A See Note 1 L -w,' 57+56.0, 40.5' Rt. 57+56.0, 42' Rt. Sae Note 1 L--8 57+30.3, 42.4 LL N/A See Note 1 L-9 58+70.8, 41,0' Rt. N/A See Note 1 --10 58-,53.7, 43.6' Lt. N/A See Note 1 L-11 59+86.1, 40.9' Rt, N/A See Note --12 59-172°3, 45.3' :..t. N/A See Note 1 L-13 60+95.0, 41.3' i??t. N/A See Note 1 €.--1 614-07,4, 45.4' Lt. N/A See Note 1 4.11 .,O1 f'3Jr.e.^Z Gf;_ L., C>:.> hYtd'iD . St. -JO -I,: 900 C;OS2.v.L.. ("3"a• Z.S. F`�,Cit-et0.c.., 3Z 1:.54 #�t:AM! (305)--445^,2SC:›3 Ft.:Ril.)1t 1,800;•-4-40--(3.227 r'.. >YEW57rsATtL^td ; V30006022 AAC).,2142 O Cif :L.A WNW 011PSON S MN, PA ENGINEERS > ARCHITECTS -PLANNERS ANNERS DATE; DRAWN: DESIGNED: CHECKED: 00: C 1 CAOD (18) { (17) "GRAND BAY, f 9'Q ES 1. Poles to be Electrolytically in the Hunter Green Color 1-03-05 RM __. C3,414 RC RC �M , J--€ Crandon :'ivd. 54k--61-444.18 _ _ -E t3'eother Dr.= ST1, 0.2-00 11 9 i d y� jl t 11 VILLAGE OF KEY 81SCAYNE FLORIDA LIMITS Of CCWS?RUCtlON E HEATHER OR. 1 sta. 0+88.34 M.Arct4 Exsr. ELEV, (15) Sca;e: 1" = 20' (Reduced Scale, 1' = 4Q') 10 20 4 ' , E 1 > a t< x cons ?UCr16W NOTE: Location of existing facilities as shown on construction drawings are from available records. The Engineer assumes no responsibility for the accuracy of the facilities shown or for any facility not shown. Verify trie eievatian, type of pipes and location of existing facilities prior to construction. If an existing faciity is found to conflict with the praposea constructfjrs upon excavation the contractor shoji rr,>rr,edlately notify the engineer of record so that appropriate measures con be token to resolve the problem. Contractor to notify village of Key Biscayne and Sunshine State Ore Caifof F7arldo, me. 1-300.432-4770 at Least Tarty Eight (48)" -lours Prier to Excavating. Evidence of such notice shall be furnished to C,STS prior to excavating. LIGHTING MODIFICATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE 11 SHEET C40 { CRANDON BLVD, (390) CO 48 hours before you dig SunwY+:ne State tlne C 11 of Fior3fia,. Inc, 1-800-432-4770 REV 1.. :SCRIPTION 20 DATE (378) APPROVED BY: "ATE; VILLAGE GREEN 1 1 POLE EXIS i1NG LOCATION No, (Station, Offset) (360) 1 1 l GH TPa....... DA 62+30.9, 41.0' Rt. 62+34.5, 45.7' Lt. 63-54.7,. 40.3'R t. 63->-58.1, 44.3' Lt. 64+79.4, 39.4' ?it. _.64+ 75.8, 44.6' Lt. 66+14.8, 40.4' Rt. 66+02.8,44.3' Lt. •.67+34.9, 43.5' Rt. 67+33,1, 41.3' Lt. NEW LOCATION (Station, Offset _ N/A 63+54,7, 42' Rt. N/A 64.1-79.4, 41' Rt. N /A. 66+14.8, 41' Rt. N/A N/A N/A 1 1 ## !r 11 1.' {# ! i 1 # 1 #f{ ,# 11 i. # , r / `�--- . w. „'_ �..11 1 t / i I { i \ I i 1 \\ �/ {f 1 { i # 1 (i 1 i { -- alga (340) REMARKS See Not 1 See Note 1 See Note 1 See Note 1 See Note 1 See Note 1 wee Note�1 See Note See Note 1 See Note I11111 CCRZO CASELLA CARRILLO TAIPSON SON, P,A. ENGINEERS • ARCHITECTS .PLANNERS 11111 red+:.ZY "c; -t C•:,i== De.:. L.5.::Z.,+1 ed..V{,., $k..0 "M 40C10 Effla4 QrztAt.. e,:�AOL,f~w. f='°--4"+r.2'C,da -✓ 3 MfAM{ (2100)—* 5— 21 CO Pt.on,MA (04:30)--R44---*227 r•L. rSfr:4,14 sT0A11C1ri:f. E.'00t10°..7O2:;-, .,.a:;^.1O 4.2 DRAWN; DESIGNED: CHECKED: QC: CAL:D F{LE: ..J RM CMH RC RC { { f! i1 11 {{ (331) K S• 1. racfes t:., be ler.:rcryt..t1/y in the Hunter Green Golan s -. 4 1 VILLAGE OF KEY BISCAYNE FLORIDA SHEET N0. SHOPPING CENTER "KEY BISCAYNE" (320) T (324) Sc:ale- 1° ?0` (Rern.cee Scale i" = 413') 10 et? ar?JGnom IOT ? °cotton of existing fat'ltit.es os shown on construction dro,vings are from rvY gable records. The Engineer assumes PO responeiblity for the accuracy of the fccilities shown, or for any facility not shown,. Verify the efevation, type of pipes and tacstian of existing foc111ties prior to construction. If on existing facility is found to canfrict with the proposed construction upon excavation the contractor shall immediately notify the engineer of record so that appropriate measures can he taken to resolve the oroefcm. ,tractor" to notify ;Allege of Key &rscoye,e and Sunshine State One Coliof florid°, km, 0 1-800-437-4770 at Least Forty Eight (48) Hours prior to Exoavotinn. Evidence of such notice shaft be furnished to t;.Jri prior to excavating. 40 (300) 0 2 LIGHTING MODIFICATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE H � S a n e s t � C r . ' S T A . 0 2 + 6 D . r o r o r C O N S T P U C T l a l t M �� r n i 5 M 4 t 3 0 � ) D E S C R l P T I O ? ' 1 . S H O P P I N G C E N T E R " K E Y B I S C A Y N E " ( 3 2 0 ) C r a n d o n 6 / v d S T A . 5 8 + 9 9 . 3 2 r R E V I S I O N S 1 { S Q W E S T A O R . - S t a . 0 + 0 7 . 5 V A T C H E X I S T . E L E V . A P P R O V E D R Y ; S H O P P I N G C E N T E R " - R E S Q U A B ( 2 6 0 ) . C h : . L 1 L i s . % ' Q ' l h �� t 4 e Y t T , + 1 . . ��. , , . , . . w . v . " a n m . . l a m a a a a . Z , . . , 1 $ l : r ` " - ` " . . . . w - . . . . r e w . , d ��. . . , . ��. . _ . � _ . . . . ��. . . J } ' j j i ` ��j _ C R A N D O N B L V D . C u t s 4 8 h o u r s b e f o r e y o u d i g S a a n s h r c n e S t a t e . . . " " " �� O n e C c : i o f F t o r + , d c , I n c . 1 - 8 O O - 4 3 2 - 4 7 7 0 3 5 " S . D . . . _ . . . . - 3 - P U B L I C L I B R A R Y ( 2 9 9 ) S T R E E 1 . . . . . I ` . , J H 1 i O ^ J i 3 E x e r t , 1 2 ' W . N , D A T A s P O L E E X I S T I N G L O C A T I O N N o . . ( S t a t i o n , O f f s e t ) N E W L O C A T I O N ( S t a t i o n , O f f s e t ) R E M A R K S L - 2 5 6 8 + 4 3 . 6 , 4 3 . 7 ' R t . N / A S e e N o t e 1 L - 2 6 , 6 8 + 4 4 . 3 , 4 6 . 8 ' L : . N / A S e e N o t e 1 L - - - 2 7 ' , 6 9 + 7 9 . 1 , 4 3 . 7 ' R t , N / A S e e N o t e 1 , I . 2 8 6 9 + 6 9 . 9 , 4 6 . 3 ' L t . N / A S e e N o t e 1 E 2 9 7 1 + 0 2 . 3 , 4 3 . 2 ` R t . N / A S e e N a t e 1 1 . - - 3 0 1 : 7 0 + 8 5 . 6 , 4 3 . 5 ' U . N / A S e e N o t e 1 L - - - 3 1 7 2 + 2 3 . 4 , 4 3 . 0 ' R t . N / A S e e N o t e 1 " f 3 2 7 2 + 6 6 . 7 , 4 2 . 2 ' � t N / A I S e e N o t e 1 L " - - 3 3 7 3 + 4 1 . 5 , 4 6 . 7 ` L t . N / A S e e N o t e 1 L - 3 4 7 3 + 1 9 . 4 , 4 4 . 3 ' R t . N / A S e e N o t e 1 i a n b . , ' ; , t v C . � C i e : L . M C t ` , t k V 0 . . S l U 4 r C 0 0 0 o l l a c o m " L . . G A , . . e i - E : . 5 , 6 " ? . . . . . l 0 . A 3 3 ' : 5 * L M t A m t ( 3 0 5 ) - 4 4 $ - - " 2 9 0 . F ` L 0 F . 0 A < 0 0 3 0 ) - - 4 4 e - - 0 2 2 7 " L . F i C G , : $ ' : F A T 7 � ' ' t ` S �� 3 C : r 3 0 9 R 2 : , 4 . A A C L Y J 2 ' 4 7 E N G I N E E R S ' A R C H I T E C T S C H I T E C T S " P L A N N E R S D A T E : D R A W N : D E S I C N E D : C H E C K E D : Q C C A + D O F I L E : R i f C M H R C R C V I L L A G E O F K E Y B I S C A Y N E F L O R I D A s s 4 S c a i e : f ' - c 0 ' ( R e d u c e d S c a l e , . ' = 4 D ` > a I C ? Q 4 C M E D I C A L C E N T E R ( 2 4 0 ) t { $ 4 j 1 4 P A R K I N G P U B L I C L I B R A R Y N O T S ; 1 , P o l e s t o b e E l e c t r o l y t i c o i i y + ' n t h e H u n t e r G r e e n C o l o r C Q N S T R U C I l O N N a t . L o c a t i o n o f e x i s t i n g f o o i s i t i e s a s s h o w n o n c o n s t r u c t i o n d r a w i n g s a r e f r o m o v a i l a b f e r e c o r d s . T h e E n g i n e e r a s s u m e s n o r e s p o n s i b i l i t y f o r t h e a c c u r a c y o f t h e f a c i l i t i e s s h o w n o r f o r a n y f a c i l i t y n o t s h o w n . V e r i f y t h e e l e v a t i o n , t y p e o f p i p e s a n d l o c a t i o n o f e x i s t i n g f a c i l i t i e s p r i o r t o c o n s t r u c t i o n . I f o n e x i s t i n g f a c i l i t y i s f o u n d t o c o n f l i c t w i t h t h e p r o p o s e d c o n s t r u c t i o n u p o n e x c a v a t i o n t h e c o n t r a c t o r s h a l l i m m e d i a t e l y n o t i f y t h e e n g i n e e r o f r e c o r d s o t h a t a p p r o p r i a t e m e a s u r e s c a l b e t a k e n t o r e s o l v e t h e p r o b l e m . C o n t a c t o r t o n o t i f y V i l l a g e o f K e y B i s c a y n e a n d S u n s h i n e S t a t e C r : e C o i t a l F l o r i d a , I n c . a s 1 - - 8 0 0 1 - 4 3 2 - - 4 7 7 0 a t L e a s t P a r t y E i g h t ( 4 8 ) H o u r s P r i o r t o E x c a v a t i n g . E v i d e n c e o f s u c h n o t i c e s h a l t b e f u r n i s h e d t o C 3 S p r i o r t o e x c a v a t i n g . L I G H T I N G M O D I F I C A T I O N P L A N C R A N D O N B O U L E V A R D I M P R O V E M E N T S P H A S E I I 1 9 x U Q N E S T C 4 2 -21 4. 1 'VACANT LOT (200) Cro':dan & d. STA. 75--2.522 Key Colony F'n trance STA. 02+00 3 a i PARKING PUBLIC LIBRARY Cali 48 howl' Senors you dig ;t,ns: dne State...* One Cott of F 3or;ricz, InC 1-800-432-4770 REVISIONS 5555 W L?ESCRIPT1O ....._...- w, 1. 5555._ 3, DATE c v w- 00 rnz tt tt 0 F oc4.1.0155,5. THE ARCADE MALL (1801 36''S.A r :tea :-`-- ,9WACH YIA BANK"4 MO) 36' 2•y CRANDON BLVD. . ,., ..i.-�3-- ^ 5555 - ....,.,•. ,,,...,.,,.^^-^�."".�."". • .�„ maeor«'ppLO° *50"'' Vi i57) X:5t 'l2'. s EXISTING LOCATION (Station, Offset) 74+58<", 46.0' Rt. T 74+53.1, 47.3' Lt. 40.9' R t. `5- 62.7, 45.2' Lt, 77+22.2, 40,4' Rt. 76 1 78 x•47.9, 39.8' Rt. _........___.,--4444--,-..-_,� .. ,....._.,, 177+84.9, 42.9' L t. _ 79+57.4, 39.6' Rt, .. 78+86.2,...43,6' Lt. ...46 0+0 2.8, 41.5' Lt, APPROVED 8Y: DATE: it > f,)'t f='giYClu C:Y. f.. P;. CJ CJ eft -VD., :>i--+tTY',• sa:) r ElliiCC7f=xA3.. GA 3t., 67;;1., VI...0 EC: R.. :;5��,:°. e3. tA1»M (3Q°.53---a45,-•25CrJ F. -08:0A (3t" 0> 5.5^ -'V22'7 5'5,- R v5S3't'4A TiG+"4 3. o o o22 AMC: JO 1 4-. 1111 CURIO CES-I.A CAR A.O'HOPSOI SUM, , P.A. ENGINEERS ARCH TECTS • PLANNERS )ATE: DRAWN: DESIGNED: CHECKED: QC: CADD FILE: PC NEW LOCATION (Station, Offset) N/A 74+49, 47' LI. N, N/A 77+22.2, 41' Rt. 78-t- 47.3, 43' R t. N/A 79+57.4, 43' Rt. (r+ "KEY COLONY" N/A N/A CMH q A 1. Poles to be Ciectrolyticolly In the Hiin ter Green Goer REMARKS See Note 1 See Note 1 See Note 1 ----.. See Note See Note 1 See Note 1 See Note 'i See Note 1 See Note 1 See Note 1 See Note "CITIBANK" (BAI VILLAGE OF KEY BISCAYNE FLORIDA Sca3e 1' = 2r. (RedrCed S. -ate' 1' 10 ''SHELL=, GAS STATION (70) x U -- �`^�cz��l:r.�.�-^:•��-44.44.. > ,s t. e 0 --- .aa...s_-- -.5,..5..45... ..""=5A,A=-455A= e:,"-4555... LeaOtion of existing facilities cs shown an construction drowings ore from a ovciloale records, the Engineer a Burnes no responsibility for tris =curve), of the facilities shn;er, or far any frsc;iity not -Odom. Verify the ewe wotion, t)pe of pines and location of existing facilities prior to construction, if en existing facility rs found to San,ffic:t with the proposed construction upon excavation the contractor sholf immediately notify the er;gineer of record so that opproprlate measures can be taken tc resofve the problem, Contractor to notify Yetoge of Key Bfsca,ne and Sunshine State Lore Coliof Panda, 1-8l_k0--432- 4770 of Leest Forty k;ight (4) ?-lours Prior to Excavating. &'dense of such nestles' shall be furnished to CJTS prior to excavating. LIGHTING MODIFICATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II HEET Nt3. C43 z 4 2 DEsCR► 501 1. 2. 3, 4. 42' SD ------ -- "THE PALMS" 177) Coil 48 hours Wore you dig St1rsni,re State Ms« £Ir,e Cast of riori&Ej., Inc. 1-SDO-432-4770 `stY !,r REVISIONS CATS..... APPROVED 8Y: DATE: M M re C• a r; x A x MATCHLINE G -G "DISCOUNT" GAS STATION #35) € Crandon Slvd.= STA. 82+-00.00 C Hcrbor Or.-= STA. 80+00 / Li:WI TS OF CGNS7RU0770N OCEAN OR, Sta. 0+88.94 MATCH EXIST. ELEV. LIQUOR STORE (26) "STEFANOS „ (24) 84- STRE "OCEAN VILLAGE" (55-101) LIC TPOLE Dr -A "UNITED REAL STATE" (22) LA CARRETA " (12) S ale: I' 20' (Reduced State: 1' = 40') i0 20 40 1✓ CRANDON BLVD. POLE No. L� 46 i EXISTING LOCATION (Station, Offset) 80 2.6, 40.3' Rt. NEW LOCATION (Station, Offset) i REMARKS � 80+62.6, 43' R`� t. See Note 1 L-47' 87+61.2, 43.2' Rt. N/A See Note 1 L-48 80+90.3, 42.6' Lt. N/A See Note 1 L--49 82+89.9, 43.8° Rt, N/A See Note 1 80 85+01.3, 43.7' Lt. N/A See Note 1 —S1 84+67.2, 43.7' Rt. N/A See Note 1 L-52 85+75.9, 41.8' Rt. N/A See Note 1 1 C O COD CAR A[LO 11-0VPSON WAN, P.A, ENGINEERS • ARCHITECTS • PLANNERS Vol r, r: sGE . St..•1110 900 CO ,A__ cam, St- F. a. �LC€a>CJA M33 4 Oi'AM1 ;.SO)-44«-.29Or) FLORtDA (Ra4)-4KEWo227 �EC111 A'tONS:. 0Gt]O 2 AACOi32.14.a DATE. DRAWN: DESIGNED: CHECKED: QC: CARD FILE 1-03-05 RM ._. CM1-€ RC RC VILLAGE OF KEY BISCAYNE FLORIDA r_7/- 3 • NOTES: 1. Poles to be Electrolytically in the Hunter Green. Color x "THE PANKEY INSTITUTE" (1) NS7?UC710N NOTE:'. Location, of existing faculties as shown on construction drawings are from availcble records. The Engineer assumes no responsibility for the accuracy of the facilities shown ar for tiny facility not sn4wn. Verify the elevation, type of pipes and location of existing facilities prior to cansb"uctiora if an existing facility is found to conflict with the proposed constr'Jclr'on upon excavation the contractor shall immediately notify the engineer of record so that cppropriate measures can be taken to reso ve the problem. Contractor to notify Village of Key t"+iscayese and Sunshine State One Collor Florida, fna. • 1--800-432--4770 at Least Forty Eight (48) Hours Prior to Excavating. Evidence of .such notice shall be furnished to CJTS prior to excimatirg, z z 4.4 • \ 4 • LIGHTING MODIFICATION PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 77 SHEET C44 PESCR€P 'rt: N 2, w7.1 i rt Colt 48 hours before you tfi Sorsinine Ste to Ooeo• O e Cott qP F%ortda. nG 1-800-4.32-4773 REV S*NS • PATE -•.-----�- ,.mom 8G � CRANDON BLVD. 88 } t5 i 'r V pc`Rl'a5' — 4 am C O CASRLA CARO THOMPSON SANAA P.A. ENGINEERS °ARCHITECTS , PLANNERS IN90, POirv:.e: c. Lezczot s rts_,..*-0„ Yic,s,-rc sa(i IREttct:A0,43 1:::,>:”.)-- c+43,i^^-5 f-L=vfltGR (604.73)--•x `°S -^02x.7 Fs., PMC43Sti Yf2A110N38: EE30005022 AACa02v6^n * DATE: DRAWN: DESIGNED: CHECKED: QC: y CADD FILE: 89 RM..-w _ .... CAM ...RC RC fj Eno Prc ect C c d cuIw'rd j 5ta.49+12,00 90 Ard - (QN5rf&Cfl2' 1,1Ct(: t.occtior rrf existing facilities OS 00 SW: on curs ctiary arewinys are from evo loblr. records, 7/le Engineer e$sarrres nc3 rNsponsibility for the rcc',,tracy of the fa,.7ities shoom or- tar any fociiity not shaw$7, v''erffy the elevation, type of pines an4 iocation of existing facilities prior to construction,. if an existing faculty is fo+rwd to conflict with the proposed construction upon excawatirm the ,contractor shalt immediately notify the engineer of record so That oppr,priete measures con be taken to resuive t%s« problem. Contractor to notify Wrcge of Key Biscayne and Sunshine State Ohe Callof Florida, inc. ec 1-800-432-4770 at least Party Eight (49) Hours Friar to Ex0e7$roting. 4 Maence of such notice sop!! be furnished to C.,37S prior to excove2ting. VILLAGE OF KEY BISCAYNE FLORIDA State,: (r'>.9ccr$rCed ScScakec r Q.) r, p 40 LIGHTING MODIFICATION PLAN a -Jr Q NOTE, ALL. CONCRETE <E'rr� COLOR SIDEWALK PATTERN SCALE: 9" = SC' -0' -t^ EV1SI�3NS� DESCRIPi€' 27 DATE APPROVED BY: 8ROON FINISH CONCRETE CONCRETE 4;XTL:RE 1 ----5ANCUT .1G. NT EXtS't. PAVER TO REMAIN EXIST. PAVERS TO REMAIN € i SITE FURNITURE LEGEND: itTh TIMBERFORM BOLLARD CYCLOOPS BY 'COLUMBIA CASCADE' OR APPROVED EQUAL, MODEL No, 2172- G4 -E.; EMEEDED IN s'--0" ;h+DE BY .C'-0" DEEP CONCRETE FOUNDATION ION COLOR: HUNTER GREEN (GLOSS), POIAIDER COAT FH Sk (RAL-60328) TRASH RECEPTACLE, BY 'LANDSCAPE FORMS", -SCARBOROUGH OR APPROVED EQUAL, 30 -GALLON N€ITTh TOP LID AND LOCK, SQUARE BAR SIDE PANEL, OR APPROVED EQUAL. SURFACE " MOUNTED COLOR: ' HUNTER GREEN, PONDER COAT F ;IS i (RA€.. -&02E) 72" ALUMINUM BENCH BY 'LANDSCAPE FORMS' OR APPROVED EQUAL, (PROVIDE q(';'8 BENC- AT LARGE BUS _SHELTER, SEE PLAN) SURFACE MOUNTED PLAINNEF L, COLOR: HUNTE.R GREEN,PONDER COAT FINISH (R AL -6028) PET NAST?: STATION BY ENTRE--MANNRE ENV`• ROMENTAL PRODUCTS 4 SERViCES OR APPROVED EQUAL, COLOR: HUNTER GREEN; PONDER COAT FlN;Sk (RAL-4023) NENSPAPER RACK BY SPENCER FABRICA T IONS, COLOR: HUNTER GREEN, PONDER COAT FINISH (RAIL- o2i3) TO BE PURCHASED BY TI -4E V'LLA<E AND i; STALLED BY THE CONTRACTOR CO R.7.0 c:i �,f €nt�n y DATE: _----- E _A Cli iALO 111 f PSON ` t Y: A P ENGINEERSaii • ARCHiTECTS .PLANNERS I a*1 F`GJs..C: - €Je'. [,.. Os+a G-3L.%'t7„ s,a: r' 0900 IIIE(...:0, 0,1.-- CvJ°.01.,.e: r r''-:.,OFrtr,7F. :3:59:3-q. ;Of Am: (3a.) -.44.5--.2900 VL OMOA. :CYrJri?..,..a.q.B--0'227 i PL. RP sSTR A;IONS: S'6Os�cs ✓.3'2.2 A A C`.10:2<•.Y4-? RAWN: DESIGNED: CHECKED: QC: nsr�r r,s r. fft 1-0570 I x^ €. C F'S ECF SS JFS 2° CONC BAND' Scaler 1` = 20' (Redure:4 Scales rz " SURFACE TR MENT LEGEND CONCRETE PAVERS 2 3/S' BY U.S. BRICK PORTO--CLASSIC COLOR MIX H CONCRETE PAVERS 2 3/8" BY U.S. BRICK HERRINGBONE PATTERN - COLOR: SLATE °COLORED CONCRETE (INTEGRAL COLOR KEY BROOM FiNiSi-4 CORAL) COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) ROCK SALT TEXTURED CONCEIT i E FINISH ,.„,,,CONCRETE PAVERS 2 3/S'' BY U.S. BRICK EASKE'r;. SAVE PATTERN _ COLOR: RED CONCRETE PAVERS 2 3/8' BY U.S. BRICK sL) SOLDIE R COURSE PATTERN -- COLOR: SLATE , CONCRETE PAVERS 2 3/8" BY U.S. BRICK. SOLDIER COURSE PATTERN -- COLOR: ;AI ITE ARCHITECTURAL SITE PLAN VILLAGE OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE H ' 1 Z 'r 1 a f r r F i r r i F { S E RNFU E LEGEND: p w._ DESCRIPTION { (22) { F 1 { { `"Ii'BERi Oki i BOLLARD CYC:..00PS BY 'COLUMBIA CASCADE" OR APPROVED EQUAL, 1ODEL No, 2172-01-F , EMBEDED IN 1'= C:, NIDE BY 2'-O" DEEP CONCRETE FOUNDATION COLOR: HUNTER GREEN (GLOSS), PQI"IDER. COAT F N1 51.1 (RAL. 6028) TRASH RECEPTACLE, BY *LANDSCAPE FORMS'', SCARBOROUGH OR APPROVED EQUAL, 30 -GALLON 'AI T I-4 TOP LID AND LOCK, SQUARE BAR�� SIDE PANEL OR APPROVED EQUAL. SURFACE MOUNTED COLOR: HUNTER GREEN, 'POI IDER COAT FINISH (RA -6G28) 72" ALUMINUM BENCH BY 'LANDSCAPE FORMS" OR APPROVED EQUAL, (PROV DE' P6'' BENCH AT LARGE BUS SHELTER, SEE PLAN) t` S€3RFAC{{EpMOUNT ED Pr�LAIN.NELL, COLOR: HUNT ER GREEN,POvDER wI 4 COAT iSf'I ( AL --60..8) PET HASTE STATION BY ENTRE-MANNRE ENVIR. OMENTA~ PRODUCTS 4 SERVICES OR APPROVED EQUAL, COLOR: HUNTER GRA EN, PONDER COAT FINISH (RAL-GO28) - NE'WSPAPER RACK BY SPENCER FABRICA't PONS, COLOR: HUNTER GREEN, POI'vD R COAT Ft NISH (RAL---60 28) TO BE PURCI-IAS:ID BY fl4E VILLAGE AND INSTALLED BY THE CONTRACTOR ._.. . REV S10NS DATE ._._._ APPROVED BY: I DATE: PO) CRANDON BLVD. • I 11 3 77 I � � f SURFACE tREATME T LEpEND CONCRETE PAVERS 2 3/8' BY U.S. BRICK PORTO-CLASSIC COLOR MIX 11 CONCRETE PAVERS 2.. 3/8" BY J.S. BRICK HERRINGBONE PATTERN - COLOR: SLATE COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) BROOM FINISIH COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) ROCK SALT TEXTURED CONCRET FINISH CONCRETE PAVERS 2 3/8' BY U.S. BRICK BASKETHEAVv PATTERN - COLOR. RED © 84 R COURSE PATTERN BY RY3Y COO BRICK SLATE CONCRETE PAVERS 2 3/8' 15` U.S BRICK SOLDIER COURSE PATTERN •- COLOR: r�4•=I`" OP1O CASE _A (AR3AL 11-10MPSON SAL , ENGINEERS ' ARCHI f EC; iS • PLANNERS F' 'ONO C>E L.: CJM r'ai...V0 'T'E. :J0 +wC>f*A:._ C'AtitrE=..,. FLOR4 Aar--.p227 S4 AM') C3Uai""445-- 20 CO rl.OR$OA (L'�OU)-- R CGS SYfi A TiO'^SS> trr;70Q0O2.: AAC002"i42 DA; E: DRAWN: DESIGNED: CHECKED: QC: ' C,ST I'AVERS TO gEIIA;N s# N D BAY' r te, SAW CUT DETAI N.T.S. ECFS _..._._._ Jr'S VILLAGE OF KEY BISCAYNE FLORIDA ;tt 6i 1.0 ttt 1 .V. Ci rrt rn i\ tit " STA1 'O" ARCHITECTURAL SITE PLAN v�_ SHEET N0 CRANDON BOULEVARD IMPROVEMENTS PHASE {I DESCRIPTION 1. 3. 4 390) REVISIONS SITE FURNITURE LEGEND. DATE APPROVED En'; DATE, PET WASTE STAT:0N Y r1BERFORM BOLLARD CYCLOOPS BY 'COLUMB;A CASCADE' OR APPROVED EQUAL, MODEL No. 2I72 -0i -E,, EMBEDED IN -O' WIDE BY 2'-O" DEEP CONCRETE FQUNDAT;ON COLOR: HUNTER GREEN (GLOSS), PONDER COAT FINISH (RAL-GQ26) TRASH RECEPTACLE, BY 'LANDSCAPE FORMS", SCARBOROUGH OR APPROVED EQUAL, 3O -GALLON 'MTH TOP LID AND LOCK, - SQUARE BAR SIDE PANEL, OR APPROVED EQUALSURFACE MOUNTED COLOR: HUNTER GREEN, PONDER COAT FINISH (RAL-6028) 72" ALUMINUM BENCH BY 'LANDSCAPE FORMS' OR APPROVED EQUAL, (PROV;DE °6' BENCH AT LARGE BUS SHELTER, SEE PLAN) SURFACE MOUNTED PLA}NN;ELL, COLOR: HUNTER GREEN, PONDER COAT FINISH (RAL-- <„o2S) PET :^TASTE STATION BY ENTRE,-mANNRE ENVIROMENTAL PRODUCTS 4 SERV;CE5 OR APPROVED EQUAL, COLOR: HUNTER GREEN; PONDER COAT FINISH (RAL--'O2B) NEWSPAPER RACK BY SPENCER wABR€CATIONS, COLOR: HUNTER GREEN, PO;nDFR COAT ; iSH (RAL-“028) TO BE PURCHASED BY THE VLLAGE AND INSTALLED BY THE CONTRACTOR n+� ift !�R�y+f {t 1^tl3�i; }tt t { fiu1�r�f}�sF , i �i ailCt1`1Z.O }1t,S LL.. v'ARBALL3 NOWSON SAL AN, P.A. ENGINEERS •ARCHITEC S • PLANNERS 3.71 F" ON vE; E i.wO7+i et,.... V£7., Sufi 9C EnC=OR.At.. <3.4,0'..... S. LQ, ,c)A .Z: s ZIA- +,4fAMt (305)--a;a--.2900 FLORt0/. (f5Ct7;...AA8--0229 Ft„ >i£ o, -r-2A'."kOtvYa: °°-4-'000'5022 AACCO2142 DATE: DRAWN: DESIGNED: CHECKED: OD: t':At3f Fit 11-0 -04 ECFS _ECFS S F5 State: i• = 20' (Reduce Scate• t' = 40') 0 20 46 2 SURFACE TREATMENT LEGEND CONCRETE PAVERS 2 3/5' BY U.S. BRICK PORT -CLASSIC COLOR MIX : i CONCRETE PAVERS 2 3/8' BY U.S. BRICK HERRiNGBQNE PATTERN - COLOR: SLATE 0 COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) BROOM FINIS14 COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) ROCK SALT TEXTURED CONCRETE FIN:SH (✓ CONCRETE PAVERS 2 3/8" BY U.S. BRICK BASK ETh;EAVE PATTERN - COLOR. RED CONCRETE PAVERS 2 3/5' BY J.S. BRICK SOLDIER COURSE PATTERN - COLOR: SLATE CONCRETE PAVERS 2 3/5' BY U.S. BRICK SOLDIER COURSE PATTERN - COLOR: ✓vH}TE ARCHITECTURAL SITE PLAN VILLAGE OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE II 1 ' 1,19 I I Y SHEET A3 0 1 { 7 113°34 ct9-- DESCRIPTION REVISIONS ij -; RUCAlED SCI iT'9 ' t �- t 2. 3. A DATE APPROVED DY; DATE: 0 rn ` SITE FURNITURE LEGEND: a COR J CAST. , CME3ALLC RA, ENGINEERS °ARCNC"1:.CTS PLANNERS saoi F°C.3NC7e; tJa~. :., ;s.Jry L LVCJ 8aONan Q ;.... Cn A p i.._ E s- F L.. CJ F2 k1) " 3:31 Mi Aids (3;sS)—•4-cc —23�Q F's.GftiOA (800)--4-48--.C:f7t9 �f. F{''M"ofS tE A-YtO�a S: CR000022 AAc:002.142 • i �l l 3t 5 5kE: TER "i ;MBERFORiM BOLLARD CYCwOOPS BY 'COLUMBIA CASCADE" OR APPROVED EQUAL, MODEL. No. 21-72•-01-E., FI-IBEDED 1N l'-0' HIDE BY 2`-O:' DEEP CONCRETE E FOUNDATION COLOR: HUNTER GREEN (GLOSS), PO;hDER COAT FIN:S (RAL-6028) TRASH RECEPTACLE, BY 'LANDSCAPE FORMS', SCARBOROUGH OR APPROVED EQUAL, 30 --GALLON %+11TH TOP LID AND LOCK, SQUARE BAR, SIDE PANEL, OR, APPROVED EQUAL, SURFACE MOUNTED COLOR: HUNTER GREEN, POIAIDE-:R COAT FINISH (RAL--6028) 72' ALUM NUM BENCH BY 'LANDSCAPE FORMS'' OR APPROVED EQUAL, (PROVIDE 616' BENCH AT LARGE BUS SHELTER, SEE PLAN) SURFACE MOUNTED PLAINNEL,L, COLOR: HUNTER GREEN, PONDER COAT FINISH (RAL-6028) PET I,NIASTE STATION BY ENS' R:: -MANNRE ENVIROMENTAL PRODUCTS 4 SERVICES OR. APPROVED EQUAL; COLOR: HUNTER GREEN, PO" AiDw R. COA?.. FN1SH (RAL-60328) NEkSPAPER RACK BY SPENCER FABRICATIONS, COLOR: HUNTER GREEN/PONDER COAT FINISH (RAL-•-OO28) TO BE PURCHASED BY THE E VILLAGE AND INSTALLED BY THE CONTRACTOR DATE: t 1- 05-04 DRAWN:: ECF DESIGNED: EDP 5,,,, ............... CHECKED: JrS ._ DC: J 'S. ... i'.A r3 n Ph i 1` VILLAGE OF KEY BISCAYNE FLORIDA Scala' x' - 20' (R'ch.cea State; PARKING M L U 0.Y SURFACE TREATMENT LEGEND CONCRETE PAVERS 2 3/8" BY U.S. BRICK PORTO---CLASSIC COLOR MIX H CONCRET E PAVERS 2 3/8' BY U.S. BRICK HERRINGBONE PATTERN N COLOR: SLATE © COLORED CONCRETE (INTEGRAL COLOR. KEY CORAL) BROOM FINISH © COLORED CONCRETE (INTEGRAL COLOR KEY CORA:_) ROCK SALT TEXTURED CONCRETE FIN:SI-1 CONCRETE PAVERS 2 3/6" BY U.S. BRICK BASKETNEAVE PA 1 1 ERN -- COLOR: RED CONCRETE PAVERS 2 3/8" BY U.S. BRICK `"' SOLDIER COURSE PATTERN - COLOR: SLACONCRETE SOLDIER COURSE PAVERS PATTERN BY BRICK COLOR: NHIT. ARCHITECTURAL SITE PLAN SHEET NC, A4 CRANDON BOULEVARD IMPROVEMENTS PHASE H 0 0 t t at t 0t pA 1G li i - tAASYE G t? IsI spArER RACE (5E 0 -cc -AILS Sk +EET Al2) SITE FURNITURE LEGEND: n 0 "KEY' COLONY" T`•MBERFORM BOLLARD CYCLOOPS BY 'COLUMBIA CASCADE" OR APPROVED EQUAL, MODEL No, 2172 -GI -E ., EMBEDED IN NIDE BY 2`-0" DEEP CONCRETE FOUNDATION COLOR: HUNTER GREEN (GLOSS), POWDER COAT FINISH (RAL-G028) TRASH RECEPTACLE, BY 'LANDSCAPE FORMS', SCARBOROUGH OR APPROVED EQUAL, 30 -GALLON 1"::TI4 TOP LID AND LOCK, SQUARE BAR SIDE PANEL.. OR APPROVED EQUAL, SURFACE MOUNTED COLOR: HUNTER GREEN; POWDER COAT FINISH (RAL-tc025) 72" ALUMINUM BENCk BY 'LANDSCAPE FORMS" OR APPROVED EQUAL, (PROVIDE %' BENCH AT LARGE BUS SHELTER, SEE PLAN) SURFACE MOUNTED PLAINNELL, COLOR: PUNTER GRE,EN,PONDER GOAT FINISH (RAIL -6028) PET NASTE STATION BY ENTRE-MANNRE ENVIROMENTAL PRODUCTS $ SERVICES OR APPROVED EQUAL, COLOR::-IUNTER GREEN, PO IDER COAT FINISH (RAL--GO2b) NEWSPAPER RACK BY SPENCER FABRICATIONS, COLOR: HUNTER GREEN, PONDER COAT FINISH (RAL-GO28) TO BE PURCHASED BY Y:4 VILLAGE AND INSTALLED BY THE CONTRACTOR REVISIONS DESCRIPTION DATE APPROVED BY: DATE. al CMG AST A, €CAM ALLO HO PSc SALON, PA ENGINEERS -ARCHITECTS PLANNERS )303 PONCE i.-3F: s,.€c.o»s & ,. vo su;' , ,oc EgElMIAMI. (.3OS)--44 $" 25Ot3 lL.0RMI A (i30O)--44a--0227 €`t,. : E7..:A IRA'FIONS; G£303G4S'3'2 AACtJ02' *2 DATE: DRAWN. DESIGNED: CHECKED: QC: 11 -05-0,A EC Fla„,,, VECVS VILLAGE OF KEY BISCAYNE FLORIDA L? Scate+ :" = 20' (Rea C�tl Sca,et 1' = 43') 10 20 40 • --------1- SURFACE TREATMENT LEGEND CONCRETE PAVERS 2 3/5' BY U.S. BRICK PORTO_CLASSIC COLOR MIX I; CONCRETE PAVERS 2 3/8' BY U, S. BRICK HERRINGBONE PATTERN COLOR: SLATE 0 COLORED CONCRETE (;NTEGRAL COLOR KEY CORAL) BROOM FINISH fji COLORED CONCRE T . (INTEGRAL_ COLOR KEY CORAL) ROCK SALT TEXTURED CONCRETE FINISH s CONCRETE PAVERS 2 3/68 Er U.S. BRICK BASKET:4 aAVE PATTERN ERN -- COLOR: RED r`. CONCRETE PAVERS 2 3/5' BY U.S. BRICK SOLDIER COURSE PATTERN - COLOR: SLATE ,•-\ CONCRETE PAVERS 2 3/5' BY U.S. BRICK SOLDIER COURSE PATTERN - COLOR: kITE ARCHITECTURAL SITE PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 0 0 SHEET A DESCR PTIO } P A S 77) REViSIONS \ YP APPROVED BY: r a DATE; ATCHL1 E GAG •Ce'`TYP 1 t / 1 /r / ,4'_0' L. 2° ri/i:1 CONC. eAND — E"' i4ASTE Yp _ C' TTP. 'AN VILLA E (55-10 11 SITE FURNITURE LEGEND g all CaRLO CASTELLA CARBALLO HOM3S# f SALAN. ',A, ,,,i,,, ENGINEERS 'ARCHITECTS- PLANK :RS „q.,:1 :-Gt.tc.F' CIF: s.. ON 9!_VO— St.)?T$- :OCt3 CcIPBAL G/.. LF' , F"t..°R D Z31 34 M1ADA3 (.',f4'5)..445•••290' r:...0f2tL'f4 (fi3O)-'-4--a^--0821 .. . . : VI, / ISTRATION5. 'r.F. OSJ050.22 AAC002142 C3TS N ZA,' ni DRNK3NO FOUN':A3N 'O MAYO' EX;ST. RI K:NG FCiiNTA1NS AT V!: -LAGS GREEN Sca.d' i' 2C' (3;ec 11i?c Sce,e' I' = 40') S4ELTER TO R.EM:AN TIMBERFORM BOLLARD CYCLOOPS Ei" 'COLOMBIA CASCADE' OR APPROVED EQUAL, MODE;.. No. 2112-01-E,, EMBEDED IN I', -O" W;DE 'BY 2'-0' DEEP CONCRETE VOUNDA'T ION COLOR: :SUN T ER GREEN (GLOSS), POv DER COAT FINISH (RAL- 6025) TRASH RECEPTACLE, BY 'LANDSCAPE FORMS', SCARBOROUGH OR APPROVED EQUAL, 3O --GALLON WITH TOP LID AND LOCK, SQUARE BAR SIDE PANEL, OR APPROVED EQUAL., SURFACE. MOUNTED COLOR: HUNTER GREEN, PONDER COAT FINISH (RAL- :O2S) 72" ALUMINUM BENC€ BY 'LANDSCAPE FORMS' OR APPROVED EQUAL, (PROVIDE cIV1 BENC#-N AT LARGE BUS SHELTER, SEE PLAN) SURFACE MOUNTED D PLAIN/.4ELL, COLOR: HUNTER GREEN,PONDER COAT FINISH (RAL-G028) PET. WASTE STATION BY ENTRE-MANNR.E ENV!ROM€ENYAL. PRODUCTS $ SERVICES OR APPROVED EQUAL, COLOR: HUNTER GREEN,POIIDER COAT FINISH (RAL•-6025) NEWSPAPER RACK BY SPENCER FABRICATIONS, COLOR: /ifUNTE.R GREEN, PONDER COAT µIN!S#� (RAIL--�,t S) TO BE PURCHASED BY THE VILLAGE AND INSTALLED BY THE CONTRACTOR DAT : DRAWN DESIGNED: CHECKED: DC: r'zi±}i� E of r• VILLAGE OF KEY BISCAYNE FLORIDA 0 r ° F 14'-C'' -}- 40 04. NE✓ CO AL ROCK PIERS r':3 rAu. P'CKET FENCE (SEE SHEET A9) *13 NEW ENTRY SG�3 (SEE SHEET A6) RELOCATES FLAG POLE _.\ IE: ANNOUNCEMENT S,G (SEE. SHEEN" AE) EXIST SiDE:,3A ","0 RE,1P.:N "THE PANKEY ;NS a 1 3 U t :. (1) SURFACE TREATMENT TMENT LEGEND CONCRETE E PAVERS 2 S/S' BY U,S. BRICK PORTO-CLASSIC COLOR MIX .1 i CONCRETE PAVERS 2 3/5' BY U,S, SR:CK 3 -HERRINGBONE. PATTERN - COLOR: SLATE © COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) BROOM FINISH COLORED CONCRETE (INTEGRAL. COLOR KEY CORAL) ROCK SALT TEXTURED CONCRETE PH/S# CONCRETE PAVERS 2 3/5" BY U.S. BRICK BASKETNEAVE PATTERN -• COLOR: RED CONCRETE P,A ERS 2 S/5' FY' U.S BRICK SOLDIER COURSE PATTERN - COLOR: SLATE CONCRETE PAVERS 2 5/8' BY U S. BR.€CK -•' SOLDIER COURSE PATTERN -• COLOR: Ir3N#TE ARCHITECTURAL SITE PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II 0 0 SHEET NO. A6 ST. CHRISTOPHERS BY THE SEA (35) NENSPAPER RACK (5ME Dc't"A#L5 s -EE' Ail) GAS NATION (70) SITE FURNITURE LEGEND* T1MBEREORM BOLLARD CYCLOOP5 BY "COLUMB3A CASCADE" OR APPROVED EQUAL, MODEL No. 2172-0€-E., EMBEDED 3N NIDE BY 2'-0`° DEEP CONCRETE FOUNDATION COLOR: HUNTER GREEN (GLOSS), PONDER COAT FINISH (RAL-6028) TR.AS#-€ RECEPTACLE; BY "LANDSCAPE FORMS", SCARBOROUGH OR APPROVED EQUAL, 30 -GALLON W:T:-4 TOP :JD AND LOCK, SQUARE BAR SIDE PANEL, OR APPROVED EQUAL, SURFACE MOUNTED COLORJ HUNTER GREEN POKDER COAT F3NIS`-# (RAL-(9028) ?24 ALUMINUM BENC € BY "LANDSCAPE FORMS" OR APPROVED EQUAL; (PROVIDE °IC,' BENCH AT LARGE BUS SHELTER, SEE PLAN) SURFACE MOUNTED PLA€NWE L, COLOR: HUNTER GREEN, PONDER COAT Fi LS; -4 (RAL-6028) PET v ASTE STATION BY ENTRE-MANNRE ENVIRQMENTA! PRODUCTS SERVICES OR APPROVED EQUAL, COLOR: HUNTER GREEN, PONDER COAT FIN :SP (RAL-6O2`3) NE; SPAPER RACK BY SPENCER FABR:GAT1ONS, COLOR: HUNTER GREEN, POWDER. COAT F NSA (RAL•-‘028) TO B.. PURC;*-IASED B THE VILLAGE AND INSTALLED BY THE CONTRACTOR Scale: £" (Reduced SCaie' . = 4D') 1G ?f3 REVISIONS DESCRIPTION 1. 2 3. DATE APPROVED BY DATE: 11111 C0i20 CASED, C R AL.O 1110 PSON SAL , P.A. INENGINEER'S . ARCM rEC ; S PLANNERS f3 CSY WQN CE° 0e L..M0 NE el..`V3?.. s:..J3r iD:aG M Aida 004)— 44 ,--2900 t 4.^,;Z A (EO )--4aR-0227 r... °M^wSTRA/?CN:5: E0cooao.22 AAC:iC.214.2 L� DATE: DRAWN. DESIGNED: CHECKED QC: my, n1 C' • 11.0 -DA_.. _ 0E5. ...m ww ECFS._� JfS 40 SURFACE TREATMENT LEGEND CONCRETE PAVERS 2 3/8" BY U.S. BRICK Q PORTO--CLASSIC COLOR NIX II CONCRETE PAVERS 2 3/8' BY U.S. ERKCK 1.4 ERR:NGEONE PATTERN - COLOR: SLATE ©COLORED CONCRETE (INTEGRAL COLOR KEY CORAL) BROOM FIN€SH COLORED CONCRETE(;NTEGRAL COLOR KEY CORAL) ROCK SALT TEXTURED CONCRETE FINISH CONCRETE PAVERS 2 3/8` BY J.S. BR€CK :BASK ETV EAVE PATTERN -- COLOR: RED r� CONCRETE PAVERS 2 3/8" BY U.S. BRICK \-1 SOLDER COURSE PATTERN -- COLOR: SLATE CONCRETE PAVERS 2 3/8" BY J.S. BR€CK SOLDER COURSE PATTERN COLOR, '/HI -1-E. ARCHITECTURAL SITE PLAN VILLAGE OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE I1 DESCRIPTION 1. 2, REVISIONS .__ DATE _ PARKING SPACE ENLARGED PLAN SCALE: "ti5 T PARKING SPACE ENLARGED PLAN SCALE; 1" w a'-0 APPROVED €3Y: DATE: MI CORLC CASELA CtARBAL O; OV--)SON SALON, P.A. ENGINEERS • ARCHITECTS • PLANNERS 901 PCNC>w; J v 3.,E'Cr4 t<Zt.VD., S5.,.tt'3'i:. S3Oc3 {` CC G.,Af LE7, FL, 0Az " :31 3' - "!`"' t,•NAr R oa 0300)---440—Q2:"47 ACCISTAT3ON5�4 Y5C7ao dal AA :-)1 2 MATE: DRAWN: DESIGNED: QC: nr o•.n rse,' '1N\I ROUNDABOUT ENLARGED ED PLAN i SCALE: 1" wi0.-Ere 1 1—05M-04 ECFS JFS .:FS Scale, . CRea:.ceo t" = 40"> 40 VILLAGE OF KEY BISCAYNE FLORIDA j ARCHITECTURAL ENLARGED PLANS CRANDON BOULEVARD IMPROVEMENTS PHASE II 0 0 .SHEET NO. A8 nn 12 #2 — S ANNOUNCEMENT BOARD SECTION SCALE: 318' CORAL ROCK ✓YAL« E2 SEGNAGE BOARD ON ONLY FACE ONL}I CONC FOOT:NG /%%/ SEE STRUCT, 705, \/ ' /\\/ .) ) ANNOUNCEMENT BOARD ELEVATIONS SCALE: 318" x I`-4" 7'_0" ri ANNOUNCEMENT BOARD PLAN SCALE: 31d" 1'-0" REVfSICt4S DESCRIPTION DATE 1. 2. 3, A APPROVE BY: DATE: ALU"':NUM LETTERS E`er 4 _0„ 4 4 n ENTRY SIGN SECTION SCALE: 318" = V-0" CORAL ROCK SEGNAGE kALL- NEB STANDENG SEAM METAL ROOF BY AEECOR OR APPROVED EQUAL DADE COUNTY PRODUCT APPROVAL NO. C-0820.02 COLOR - SILVER NOTE. sNS T ALL. AS PER MEG. RECONNE NDAT:ONS OVER 90 LB. PELT OVER 2 S/4" T- #11 PLrY4OOD, PAINT COOLS CASE IA CARR 0 OM CJ SAWN, '.A. ENGINEERS ARCHTEC C TSaPLANNERS 5a0; w47r- O LZ03-4 3i'IZ I'M 904 C 42A L. A.f, 4,. x`•�':a. l.. �.'J t .h :S :'.:T `5-A- MIAM3 ( 4ia-- 9C O ;"f,Otn.'0A ;800) -44t3-0227 F:. %s' aLli MA T.°NS: �cf f}nc.1602.2 AA.COO:ci Q.2 -0" X CONC CAP RENF n/ NO S LADDER REINS ;6' G C. VERT CORAL ROCK CL ADDING COMPACTED FELL. CONC FOOTING (SEE STRUCT OvGS) DATE DRAWN: DESIGNED: CHECKED; QC: 20°4 CAST BRONZE PLAQUE S:' CAST BRONZE CHANNEL LETTERS CONC FOOTING (SEE STRUCT DWGE ) • • S'-0" E•_0„ ENTRY SIGN ELEVATIONS SCALE: 318" = 1'-fi r ENTRYSIGN PLAN MINNAMONMOSNOMONAM SCALE: 314" I'-©" AVAAVAMMO VILLAGE�y OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE H SHEET Is 4'_0' TYF (SPACING VAR;E5 AT ENDS, SEE PLAN A6) ALUM, POST BALL CAP, ANODrZED FEN. ---- 2"x2" S RUCrLRAL A,UM POST, ANODIZED FIN.- -29 ---^--3/-4/x3/»" -HEAVY DUTY ALUM, PICKETS, ANODIZED FIN OVER �b` CONC. FCYJTENG OVER 93% COMPACTED (PROCTOR TESTED) FELL f REf' OF ORGANIC MATTER (. ' INTERMEDIATE POST DETAIL DESCRIPTION REVISIONS ATE APPROVED V: E: � i CORAL ROCK CLADDING ON 3/5" MORTAR BED ff 3/4"%3/"' I4 AVY DUTY ALUM, PICKETS, ANODIZED F:N. x5 VER T RE INF. GROUT R EACH CELL — ;05 DCA'E'.LE / RO". STD. HOOK. 4 MS EACH 7EAY (BOTT, REE+EF) >n L } } L PRECAST CONC CAP OVER 3/S" r1ORTAR BED -fs" CONC. CAP LN/ I =5 CONT. CONC, FOOTEN;G OVER 95% COMPACTED (PROCTOR TESTED) FELL FREE OF ORGANIC MATTER PIER .... ECTIOI�I _. Y......_....-... SCALE 3/4" ='1' 41.,„„5„..,..; *”.",,r.cw' t.7:.K L,E,c7r^I e L,V::,. :sk... -E" s+'JCJ r, esogii (3e- )- 495.-125,00 41.C:Fa:sA Caocyy-4.4a.—Q2.37 FL. RE 3.°17rtA"f:NtiS: ,sQ0O5022 AAwQ021 i2 ill CORD CAST R 1 A CARB"LO TOWSON SAM, ,,A, ENC NE R:S • ARCHTECTS - PLANNERS DATE; DRAWN; DESIGNED; CHECKED: 00: ('Ann L'3# T• CV 3/4' SQ:..Ae..E ALUM T PICKETS, LONG @ 4" C C I I ; 3/e SOLAR", ALUM PICKETS, LONG 4' O C ' k Ei 2 FENCE ELEVATION IIMNIAVOR SCALE: 3I4" w 1'-0" ECFS ECFS J S r PIER ELEVATION SCALE: _Ji•S PRECAST CON, CAP OVER 318" MORTAR aeD 1 CORAL ROCK CLADDING —•3/4"x3/4" HEAVY DUTY ALUM. PICKETS, ANODIZED FEN MN tie /Or VILLAGE OF KEY BISCAYNE FLORIDA PIER PLAN sCr LE: 3/4'.= —5" 014, 3Y5 t GROUT EACH CELL CORAL, ROCK CLADDING ON 515" MORTAR BED 3/4"%3/4" HEAVY :.>l..UT" ALUM. PICKETS, ANOD:ZEQ PEN. CONC FOOTING OVER 955% COMPACTED (PROCTOR TESTED) FILL PREP OF ORGAN:C MATTER &' 8'..... , IF 3408181 CRANDON BOULEVARD IMPROVEMENTS PHASE H 0 SHUT NO. A10 LIGHT FIXTURES MATCH EXIST. BUS SHELTERS SECTION SCALE: 3/B" = 1_OCJ�F FRAMING PLAN scl \ / ALE: 3{8°' " 1'"0{ REVISIONS EXPOSED WOOD RAFTERS, PAINT (SEE STRUCT, DWGS.) N000 BEAM, PA:NT (SEE STRUCT. DWGS. ) N000 RAFTER, PANT (SEE STRUCT. DNGS.) DESCRIPTKC? 2 3. ,........ .... .. ... A DATE MIMS MOO APPROVED SY: DATE: x6" T$G WOOD SHEATH:NG, PAINT STAND:NG SEAM METAL ROOF TO MATCH EXIST. BUS SHELT ER5 2"xd' `CG WOOD SHEATHING 1'x3" P,T HOOD FASC,A, SAINT WOOD RAFTER (SEE STRUCT DWGS ) EXPOSED WOOD RAFTER (SEE STRUCT. DWGS.) NOOD BEAM (SEE STRUCT. DWGS_) I6"XI6" CMU COLUMN :N/ 5/8' STUCCO CONC. SLAB (SEE STRUCT DNGS ) CONC. FOOT#NC (SEE STRUCT. DNG5 ) NEW STAND#NG SEAM METAL ROOF BY AEECOR OR APPROVED EQUAL DADE COUNTY PRODUCT APPROVAL NO. 31-0,520.02 COLOR SILVER -----, t CDROOF PLAN SCALE: 3/a" = �'-t1• 1 ri"\, SIDE ELEVATIONS SCALE: 3J8" NOTE, INSTALL AS PER MFG. RECOMMENDATIONS OVER ciO LB. FELT OVER 2'x6" TONGUE t GROOVE SHEATHING, PAINT T l 1...x..1 IIIII COO CAS ELLA CARBA-HOWSON SAL AN, RA. raiENG EERS *ARCHrfECTS °PLANT ERS 9*1 Pe->NiCc` £"-' £-CC.N 01....VO.. SL,: £ 1"M %Oa ginCORAL A L Ci ."'s a L..�,: . F'L.C).f1" Mx .A :." 1 f.{{Akfi (.3,C;'S)--,,s.a.'.s-•.29"3G ki..C;h'E£>A; kg.< )^.44,3-^0227 F2., {Z„ G't ,5,111,401- NS, e2•300 £322 .°./+.::i3O24 Art DATE: DRAWN: DESGNED: CHECKED: QC: ranI,. rs£ r. S T AND:NG SEAM METAL ROOF 3"X3" N000 BRACKET, PAINT STUCCO BAND 6c: X*" CMU COLUMN (TYP ) 5/8" SMOO T I4 STUCCO, PAINT ..SMOOTH STUCCO BASE BIKE RACK (SEE LEGEND) NEWSPAPER RACK ECES Js JFS 0 U U STANDING SEAM '"ETAL ROOF 3'Y3" P.T. WOOD BRACKET, PANT STUCCO BAND b"X16' Cmti COLUMN 5/8" SMOOTH STUCCO, PAINT SMOOTH STUCCO BASE FRONT & REAR ELEVATIONS SCALE: 318" = a' -o" CONC. SIDEWALK FLOOR PLAN ...% SCALE: 318• = T-0" ' 4 8' VILLAGE OF KEY BISCAYNE FLORIDA EDGE OF ROOF OVERHANG (ABOVE) CONC. COLUMNS -3/44 EMPTY T FROM ELECT. PANEL ----TRASH RECEPTACLE (SEE LEGEND) I SOD 7 B'-0" CONC. SIDEWALK CRANDON BOULEVARD IMPROVEMENTS PHASE II SHEET , 0 aM 2. 3, • LSG#-'T FIXTURES TO MATC3 EXIST BUS I9 (-6-) SECTION ROOF FRAMINGPL.AN. SCALE: 3/8' REVISIONS T I PLYWOOD, PAIN STAND: 'G SEAM`: 1'1E —AL ROO TO MATCH EXIST. BUS SUEL T ERS 2 x6' TtO HOOD $4EATHING 1"x3•` P.' 'NOOD FASC:A, PAINT 'WOOD RAFTER (SEE S T R;1CT. DieNSG-5 ) —EXPOSED WOOD RAFTER (SEE STRUCT DWG -5 ) WOOD BEAM (SEE STRUCT. BAGS CQ..UMN W/ S/8` STUCCO CONC. SLAB (SEE STRUCT . DWG -S ) ---CONC_". FOOTING (SEE STRUCT. DINGS.) _FXFOSED WOOD RAFTERS, PAINT (BEE STRUCT DINGS.) YIOOD B A.M, PAINT (SEE STRUCT. D'AGM.) WOOD RAFT ER, FAINT (SEE STRUCT. DINGS ) Die ow eeeeeeeieeeeeeRye DATE > APPROVE t) tel: DATE: E.: NEW SANDING SEAN MET AL- ROOF E' AE:ICOR OR APPROVED EQUAL DARE COUNT' PRODUCT APPROVAL NO. 01 -0'820 C2 COLOR: SILVER -m-- R OF PLAN c.„ sciLE: 318 - t -O : /2 "''FR STAND:NG- SEAM METAL ROOF 3"X3" P T WOOD BRACKEE", PA'N"' SThCCO SAND : "X#6° CML COLUMN 3/3" SMGO T " STUCCO, PAINT SMOOTH STUCCO BASE SIDE ELEVATIONS SCALE: 31£3' INSTALL AS PER MFG RECOMMENDATIONS OVER RC a FELT OVER 2°x6" TONGUE - GROOVE Si); ATI-k3NG, PA:NT s r z IIIII CURIO CAS LA CARO 1. @ -APSON SAL t , P.A. ENGINEERS •ARCHrrECTS-PLANNERS 11111 £icy: Or,4 E: 04:: Lr, ON OL VE7., °S',L.:1Te: 9.a0C: Efflii C7:0 '.Ab,,. C3A>^3f_ .w, F";.„c")F iO, X31 3'i• MSAMI (3:,19) ^ 44:5^^ Z900 i=LORMA (237�r)---44E3-0 .?7 Fi.. Fte iS71i ATfti4,ii: ?~£3000:W22 AACtH.2142 TRA5:-# RECEPTACLE (SEE LEGEND) — BIKE RACK (BEE: LEGEND) NEW DRINKsNG FQUNTA3N TO MATGL4 EXIST 50 ,E STANDING SEAM METAL ROOF 3"X3" P ✓ OD BRACKET, PANT STUCCO BAND IG' X36' CI -1U COLUMN (TYF S/a" SMOOT'W STUCCO, PAINT -SMOOTH STUCCO BASE • /4 FRONT & REAR ELEVATIONS SCALE: Sir I>—Gix �s_Iu F. i i i LONG K BRIC AVERS OVER 3 I CONCSl-AS i i f ' -q DATE: DRAWN: DESIGNED: E "FS CHECKED: .I 'S QC: JES FLOOR PLAN., SCALE; 3I8" i`-t3" VILLAGE OF KEY BISCAYNE FLORIDA -4-..,.,,.t 4' w — 5' CONC. S: 2FU" AIL 3/4" EMPTY CONDU: i- FROM ELECT. PANEL 6 %._SqD ...7 SPAPER RACK \--CONC. COLUMNS —EDGE OF ROOF OVE R.3-"ANCG (ABOVE) 8'-0" BENCLI CRANDON BOULEVARD IMPROVEMENTS PHASE H N. 0 SHEET NC. 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DRAWN: ,NCI IEERS • ARCHITECTS aPLANNERS DESICNED: c>x rrc>Nce cse c. or.3 14voo CHECKED: t�tt,5kM.e (3E117,-. 4 - s —z oa el-OR:D A 0500.,.440--x7227 DC: rt.. ASO?SriiA7xOrsw: fr erscdO.4O . AAGO£324a2 CADD FILE: 1—fl3— 0 MA GM . VILLAGE OF KEY BISCAYNE FLORIDA CRANDON BOULEVARD IMPROVEMENTS PHASE U SHEET �e atc� dr `rte co ScaE> 20' ed.aced 3cactt #' a 40'> V Sofa sR#PTION a 1 f i DATE -- (22) APPROVED BY: DATE: (21) 8 EXISTING CROWN OF THORNS Pinnnhn9 & Design 4.. 1;&(>1 PON '•=7; Oa' 5. -.M0* -1 Mr.. \472 . *i....)1 -M: %Oa jCOPRA...L., G.A. C3 f...a 3; Pi..,.Cs+^ftfz.?" x."37 NVA.Mt e`, OtS). 445-2000 1 1L� LC A (833O) --4443—O2. 7 Ft, tkF;vt "1-FtA'14©tsr$: F:.1000 -P2 AACOr".^..21at2 VILLAGE GREEN DO TRANSPLANT XXSITING (3) COCONUTS wwb VOW wo.s ,wow °. •- �...._ o000 w00000bwaywem owi. wbM mxwiobbbobocoe oww aabe wbmbea000wonoa w000e00000000000 (20) LANDSCAPE ARCHITECT Wa1faoe fkoberts & Todd, LLC 191 GrtJda Avenue, Penthouse PHONE 345.449-07€38 FAX 035-443.8431 (19) cRo CASEA cAR A _vo -OMPSEoN SALON. I". 3. CNC1NEERS • ARCHITECTS , PLANNERS DATE: DRAWN DESIGNED CHECKED: QC: CADO Fl ,E (18) 1.—O3-0 MA w,w Gtr GM • (17) O ^«S fi^.OwC EXISTING CROWN OF THORNS oonO VILLAGE OF KEY BISCAYNE FLORIDA I 4 PR WOO WO .w.r f'�.4•.�� ..rnr.- " Q ' THORNS 44 s LANDSCAPE PLANING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE fl HEET NO. 7 7 EXIS'l"lNG CR OESCRIPTION TRANSPLANT (3) COCONUTS WN OF THORNS, (390) REVS DATE (376) APPROVED En': aPxmx�.x� 6 VILLAGE GREEN a 6 6 r 44 (360) Nanning & Design it ANDON 1 447...$. u'2xv'xYp A'KM�C Jib JGBRY�Q', ^y'a�'IXIOC .,PAY % 9Gb'M� �. LANDSCAPE ARCHITECT Wagace P.oberts & Todd, LLC 191 Gaa#da Avert . Penthouse PHONE 3O5-4a5-Cr788 FAX MS4434431 i -,„ CORZ i CASIELLA CARBALI }Hc PS3 SAu= ON, 3,A. NoENCiNEERS ARC -!!TEC TS Pl«ANNF_R4 agl�z �gs�dCM C%� s..3`c3ry Es+ ., �o„SiTF;,. "3CJ;J gin C`.ork"4« OA.F3i..ES, r* -4 of C's A. Z. 4O4 1vP4M (300S)-44Z--2%CX] P4gFZegA (e0,^).«, 446..•,7.^ 0.27 FL F CO*STRA.71Ce•M Eat:M(5022 AAG£CF2t42 (340) AT DRAWN: DESIGNED: CHECKED; GM QC CAOD FILE' (330) VILLAGE OF KEY BISCAYNE FLORIDA SHEET 20, (Reoix 4 Scss#e; 1' 40-'3 SHOPPING CENTER "KEY BISCAYNE" (320) ..v.- -mY -EXISTINC -f H i- F UALS - I (324) (300) LANDSCAPE PLANTING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE II Scnlet E` (Reaucnl Scum; 1' = 4Q'} S14.1 I IC REYISIQNS DESCRIPTION SHOPPING CENTER "KEY BISCAYNE" (320) f3 N �k TRANSPLANT ANNU DATE — wpm .s_________ r i } l a Fri (1 APPROVED BY: DATE: ar. ..., e01111.1.0.10011000 MOP ,.,s - — PUBLIC LIBRARY (299) Owning & Deslgn SHOPPING CENTER „THE SQUARE" 2©01 LANDSCAPE ARCHITECT Waltate Roberts & Todd, LLC 191 Glrak1a Avenue, Penthouse PHONE WS -44W r 305.443-13431 a,. V.. w., ^" :I a ( si ws PARKING PUBLIC LIBRARY a iiii, CORA C }T L .aA #CA BAiLO IHOMPSON AMA RA, in ENC NE RS Y ARCHITECTS -PLANNERS Pl. fiif»OS?^F;Aftl21,415 e£3 2006022 AA.CCtO214 DATE; DRAWN: DESIGNED: CHECKED: QC: CAOD ME: 1--03--Q5 MA GM GM VILLAGE OF KEY BISCAYNE FLORIDA RIDA r S z I U s • s MEDICAL CENTER (240) EXISTING: P;r UMaAGo LANDSCAPE PLANTING PLAN CRANDON BOULEVARD IMPROVEMENTS S PHASE II S EET L . 0 MA TCH UNE i x 2 � Y p.youaa "Al° Q" LUMBAGO PE PARKING PU 3 _..IC LIBRARY REV SCRIPTION VACANT LOT (200) SPLANT CROWN OF THORNS APPROVE i BY: DATE: THE ARCADE MALL (180) Planning & Design xxxar�c ..,.xxmfi LANDSCAPE ARCHITECT VW u ace Roberts & Todd, LLC 191 Glraida Avenue, Penthouse Pt1ONE 305449 -OM FAX 306-44,34431 (ReddJc d Sc ia$ = 40: "W3ACH--HOxViA BANK» (100) "CITIBANK"} x�xxe x xxG. +ae .oaw+een,,,,aa I11111 COHO CASTLLA C R3ALLO 1 AEON SAU IKI K' A, ENGINEERS . ARCHITECTS a PLANNERS IIII }003PONCE DE 2.. F'L:}R} iii, vC.., .:aC)!"•`' Sal O L3 EnMt ISM (.'if]O)" 4414"--200Q F':.f`F1si3A (8 o)--4a4t1""•0287 F'L, r? Gt$3'RA lON"t: rE3000*P12 AA>,` -C)0214.2 ,aan ,wns DATE: 1-03-05 DRAWN: MA...... DESIGNED; GM CHECKED: GM ADD FILE: eaaa ^eeaaaaoaenaaaaa• eaoo eea t°°°°°'aaaaabesea ,aaa ,a003 °°a°°°°�eeeawes „KEY COLONY" VILLAGE OF KEY BISCAYNE FLORIDA • SPAT (4) COCONUT TRE LU i Lt-) z I 0 S STA770 (7 0) 4 4 LANDSCAPE PLANTI\G PLAN CRANDON BOULEVARD Ii PROVEME T PHASE II f a, t , 7 f f 9 f 7 l 0 uJ z U 0111. .Me*****Ma +es* AA MM ry "TI"E PALMS" (77) REV SIONS DESCRIPTION 1. rMe ONO _, MM OM0 r..0.....M....6 IMw APPROVED BY. B MATCH LINE G —G k e "DISCOUNT" GAS STATION (38) • - - «.u.w«.w..» r+ 01* ..w..uM.... «+s — ------ 4 Li ___11_.,___ Planning & Design \ TRANSPLANT QCISflNG SHRUBS LANDSCAPE ARCHITECT Walla= Roberts & Todd, U.0 191 Gralda Avenue, Penthouse PHONE 305449-079 PAX 305-443.8431 co41.,, 1.0 C S :LL A CAUUUL°► NO SON SEW A', PA alENGINEERS - ARCH TEC TS ., PLANNERS w:yi 8,' gtvCE 0E C„£Vh+ atu_vc::J., 5t..?; -Y$ Sc7Q ERt.0.4.M3 (305).^^44:..3-2'000 ri„001Qfr. WS:1)... 444,-0227 FS,- s4Lc. $.3'R3 A 3.1 ol.m etimot)tt[s;22 AAt:QC2s 42 r LIQUOR "STEFANOS STORE (24) (26) MA *AI r.M .1.1.M.M.M1111r \\ "UNITED REAL. \\ STATE" \ (22) \ «.,........��» 1111..... ........... « .u....., .............,., 1111.,, 1111 �� - . _ . � ----- ,- DATE: DRAWN: DESIGNED: CHECKED: DC. CAD° FR,. —0---1111«„ -.dam..- '.a w MO M1. 0.....1...*". 40. M.0 ftltl411.1111.w1 111.0 111. TM! NOM 1MMMM1.M.0 r.w i 0l...........M11.r yew iWY. M11WH11.1111111111. „tr.%1111*NO �'-.. / aAF NM AU11gw11r�11.1111s11a AO* ON* MFX1.MI.YM1w YM i1111w a..*1+.p...**. Scale: I' = 20' .Retiacea Scale 7' = 40') "LA CARRETA" � (12) � -f- s at*. Meet Lu w 11}11. W, ...� -.� «L' xwM+F*ac "OCEAN VILLAGE„ (55-101) 1-03—tQ MA, 1111.,.. . . GM VILLAGE OF KEY BISCAYNE FLORIDA \ LA" "THE �P�A]NKEY INSTITUTE" (1) «eZ � 1 DSCAPE PLANTING PLAN GRANDN BOULEVARD IMPROVEMENTS PHASE II SHEET Nt EV1SION AW RiPTION LL.. LU x 0 Scale: CReatu_rd Sca#:: F" 9 4S'? x �IX C55..tiSta x9x`Y%IX %IX96P AN4Y 9°Jf.xi �CriY Z. 74 A 01 APPROVED 8Y: DATE; xxx«xF��wsu • %b 9 �xi caaxscax CRrAN ..30i'+ 8 LANDSCAPE ARCHITECT Waface Roberts 3 Tod& LLO-- 191 — 191 Gtraida Avenue, Penthouse PHONE �-a788 PAX 3O6443•8431 V COR O CAST . ,A CMBAL O iHOMPSON SAWN, RA. LNGINEERS.ARCHITEC'tS. `� ANNER MI w 1201 fi=OCJf,at2.0 G&' t,.k�0rs 0t..'\."E7„ S.Wt'4^e so -)Pc: ow CCs,.¢L. 0,4,671t,_f:w, tx"t„Or' fCJ.k MAW 4. AM <305)--445--2$$00 >"? ORtf.+i\ ("F>fa0)--44.8--.022'7 fq, RrCPLS-MA 11 ONSv EEK100$Ox,4. AAC P2.442 tAAkott DATE: DRAWN: DESIGNED: CHECKED: CADO FILE: 4 1; A *it 4i A t A t; A \< ik A t+ A '‘ —7-1111‘ t sV L w d! 89 m4 GM GM • VILLAGE OF KEY BI SCAYN . FLORIDA HEET NO LANDSCAPE PLANTING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE H "ST. AGNES" (100) OeeeeeeMeererr MOP Mr ufOYalweernar rr My 1 t e arr. roar `+wwwwa..s.s ♦ (101) 4.4„ r /� A / A ! li {r k 4 $, / / jl r "HARBOR PLAZA". / / ill � t r A. �, y t / r / I L / t 1 't Alf >a • • SPLAN i TREES ST. CHRISTOPHERS BY THE SEA (95) PtaanirEg & Design LANDSCAPE ARCHITECT Vitalism tber s 8 Todd, LLC 191 Clratda Avenue, Penthouse PHONE 395~4494788 FAX 305-443-8431 DESCRIPTION E4d§SI€ NS DATE APPROVED BY: DATE<.,.,,. .., 11111 COO CASTEILk CAR ALLO 1 C I2SO I SA . AN, PA IIan ENGINEERS • ARCHiTE:CTS •PLANNER NE COr4 AL. MatSE L..C:S. P-1-0Filt'^>,»., MUZ• i ( i) ).....• .'Sz ..;,,a �- 443--a3GGI F'£. OF;FO.a (f34♦GS}....c40-�+a22 Fr... Ft l:f,:1'a4'FiAl3C3iVS, K9tC-t>$02.2 AACOt3"'l44.'t / 44 ;Y , 4 / t � 4+�¢h / N N f / N; r i is 'f y / E\ -- r / ,is ',* // "OASIS CAFE" �... r/ L s c a r (21) /f r r 4 / r rF , fj� i i 9 r , .� \i ., r/ / L �,. ,-,—\...... ..\_-_ -.. -- -•._,...'.N.....\.? / }CT DATE: DRAWN: DESIGNED: CHECKED: QC: CADO FILE: 1--Q3-0 MA .,... GM r / r / / r / f i r !r r "SHELL" GAS STATION (70) VILLAGE OF KEY BI SCAYNE FLORIDA / / 1 P r Scale: 1" — 2Q' (Reduced Sccdtz 11 « 401 "DISCOUNT" GAS STATION (38) / rc, LANDSCAPE PLANTING PLAN CRANDON BOULEVARD IMPROVEMENTS PHASE If TP L-8 i .1.06111110. L L 1 /3 Hi, OF4.=•b4K 3 X 1:;AL.:„ O A. PALM TREE NTS 2 x RAIL DAM. 2. TREE PLANTING — NTS REV S ONS WRAP S LAYERS C, eV RLAP TO TRUNK AT POINT OF SUPPORT (3)W0 0 CLEATS 2"x -4"x6' WITI-E METAL "DANO:NG AS SHOWN (3) 2"x4" WOOD 3RAC€:S APART cat' SAUCER --- 3" MU:„CH r— 2"x 4"x 1 2 "FOOT PAD FOR SOFT 5011. CON ;ImONS 3UR1ED 3" 3ELOW GRADE FERE1L,:ZER TAR LE] S (SEE SPECS.) PREPARED PLANTING SOIL (SEE SPECS.) PLANTING DOME PROVIDE PRUNING ONLY AT DIRECTION OF LANDSCAPE ARCHITECT, NOT TO EXCEED 1D% OF INSTALLED CANOPY MASS HEAVY DUTY GARDEN HOSE, WRAP ABOVE FIRST 3RAI',C1-3 - 2 MILE THICK RED FLAGGING TAPE L 2 GA. DOG STRAND T1 :STE.D GALVANIZED W1RE. - 0 120% 6" SAUCER 3" MULCH FERT:LIZER TABLETS (SEE SPECS) - 2"x4" WOOD STAKE PREPARED PLANTING SOIL (SEE SPECS) PLANTING DOME APPROVED BY: DATE. 3. SHRUB PLANTING NTS CENTER OF GROUN°COVER PLANT 4. SHRUB PLANTING NTS Piaminsg & fi iyn PROVIDE PRUNING ONLY AT EDIRECI-:0N Co- LANDSCAPE ARCHITECT, NOT TO EXCEED 20% OF INSTALLED CANOPY MASS -6" SAUCER 3" MULCH RQGiBALL FERTILIZER TABLETS (SEE SPECS) PLANTING SOIL_ (SEE SPECS) 'L_ANfNG DOME TRIANGULAR PLANT SPACING TRIANGULAR PLANT SPACING ORMNDCOVER PLANE — 3., MULCH FERTILIZER TABLETS (SEE SPECS) PREPARED PLANTING SOIL. COMPACTED SOEIGRADE. LANDSCAPE ARCHITECT Wallace I & Todd, LLC 191 Graitie Avenue, Penthouse PHONE 3O5-449-tf7B8 FAX 305-4434431 CC ?O CAST LA 1„'AR2ALLO 1} 0WYSON SALMN, F.A. ENGINEERS .ARCHITEOTS •PLANN -RS 901 F"° -ONCE: err LE -ON X33-.`•''iJ,. �,:Lsf Te•. CGi P .C,)?Ric}" x,34 M;ak.tt rs 7 44 .- zs;OQ f"LOrttaA (e0Q)-- 446-..0227 ."a'• FALOOO 022 AACCX 2.942 DATE< DRAWN; DESIGNED: CHECKED: QC; LADD FU E1 FT F#-•utt rT-:3L 79 47 LL 10 Sit 29 PE of 297 Exaarrc c,m3o.:Ltc :v^.$a L r gc e us mEcrocorr $e c:I TIrooerim Tree Ea49^•;c s#tarn; e-3 � Red ,SLt2per Co,oia sebsst a ura;ge G%e^,et 1r.s Lys;:on‹ lags;::q:;o -- '9id T;:rne.rnd Coeteo Sw:ete^zu r~a113-oo;i_�_36ph:qun Coco ftcil 1% Cc: 14 Cal L50 9o3 SPA,INO PEMPKS 'E~ o.c , cc -10' -14' 5' 0,c, 130 ac: 33" o,r., •, 0cec- t porn hGen% doctMera •medp1' -- t3edjco3 i,a:e Pnig; _ ... ., FC 70' Cr IC 24' CT Ptyc''aspenr s:ego.s - SoEito:re Poim TO IV- Vc.Iloptup!,xent� a3�%q>:drae Aeacnj: Pct. Sobol pclmetc - Ccbboge Pci rn Sabot polrnetc -- Cobbcg. Pa ,7 Rkcwr.i* cccriterc •tredicci1" - McJ,:cci Dote ao:rr; �lutrsl'`Qyu 1; xperkli S3's Evid;a a n3i Crow, u1 Toms C sobalonue loco Cccopiurt 20' c.c. 20' c,o. }t0' u,c. FC y'- 20' 110' TO 20' CT EG 73)' CT 2C' ox. Ft; 20' C'I 20' a,c. G -9' ;rs:wls #�+pcii otiats Pot 7,c c P;a ti:ng \ otes 1. CONTRACTOR TO NOT'IF'Y ALL UTILITY COMPANIES TO HAVE MARKED THE LOCATIONS OF ALL UNDERGROUND IMPROVEMENTS, AND VERIFY WITH THE OWNER AU. OTHER lEOSTING ON -SITE UNDERGROUND IMPROVEMENTS, HAND EXCAVATE AS REQUIRED WHEREVER POTENTIAL UTILITIES ARE FOUND CONTACT I -CALF. CENTER 1 -MO -432-477Q & OTHER 2. ALL PLANT MATERIAL SHALL. MEET OR EXCEED *FLORIDA NUMBER ONE" GRADE. IN ACCORDANCE WITH FLORIDA DIVISION OF PUNT INDUSTRY ~GRADES AND STANDARDS FOR NURSERY PLANTS," PARTS I AND B. LAIL.% EDITION 3. OtikiTITIES SHOWN IN THE KANT SCHEDULE ARE FOR THE CONVENIENCE or THE CONTRACTOR AND *SHALL NOT BE RELIED ON TO T STABLdSH CONTRACT QUANTITY REQUIREMENTS, THE PLANS SHALL GOVERN OVER THE PUNTING SCHEDULE. THE CONTRACTOR SHALL PROVIDE AU. PLANTING NECESSARY TO EXECUTE. THE LANDSCAPING AS SHOWN ON THE PLANS, INCLUDING AU. GROUND COVER AND SHRUB AREAS WITH THE SPECIES INWCATT D. AT THE SPACING SHOWN ON THE SCHEDULE. 4. AU. PERMEABLE AREAS UNLESS OTHERWISE NOTED SHAL,. BE SODDED WITH FLORATAM ST. AUGUSTINE GRASS. 3, ALL TREE AND PALM LOCATIONS AND PLANTING BED OUTUTES SHALL $E STAKED 8T THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATION ML NOTIFY THE LANDSCAPE ARCHITECT WHENEVER LOCATIONS SHOWN ON PANS FOR Pl.Ait TiNG CANNOT 8E 3MP1XMENTED DUE TO FIELD CONFLICTS OR FOR ANY REASON, OBTAIN CLARIFICATION BEFORE PROCEEDING. 7.CONTRACTOR TO BE RESPONSIBLE FOR WATERING IN AU. NEW MATERIAL, wow PERIOD OF ESTABUSHWENT AS NECESSARY, UNTIL IRRIGATION SYSTEM IS ABLE TO PROVIDE ADEQUATE WATERING. IL EXISTING TREES IN THE ROW MAY BE RELOCATED UNDER THE SUPERVISION OF CERTII1ED AMORIST TO FULFILL THE GWHTTTIES IN THE PLANTING SCHEDULE. VILLAGE OF KEY BISCAYNE FLORIDA LANDSCAPE PLANTING DETAILS CRANDON BOULEVARD IMPROVEMENTS PHASE II EXHIBIT "B" RESOLUTION NO. 2004-30 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AUTHORIZING THE PROCUREMENT OF ENGINEERING SERVICES INCLUDING DESIGN, PERMITTING, BIDDING AND CONSTRUCTION ADMINISTRATION ENGINEERING SERVICES FOR CRANDON BOULEVARD - PHASE II IMPROVEMENTS FOR THE VILLAGE OF KEY BISCAYNE, FROM THE FIRM OF CORZO CASTELLA CARBALLO THOMPSON SALMAN, P.A. ("C3TS"); PROVIDING FOR APPROVAL OF WORK AUTHORIZATION PURSUANT TO CONTINUING CONTRACT; PROVIDING FOR IMPLEMENTATION; PROVIDING FOR EFFECTIVE DATE. WHEREAS, pursuant to Resolution No% 9'8-34, the Village of Key Biscayne "entered into a series of continuing contracts with engineering firms for necessary services; and WHEREAS, the engineering firm of Corzo Castella Carballo Thompson Salman, P.A. ("C3TS") is under a continuing contract to the Village as authorized by Resolution No. 98-34; and WHEREAS, the Village finds that it is in the best interest of the Village to utilize C3TS for the purpose of performing all necessary engineering services for Crandon Boulevard Improvements — Phase H, in accordance with the attached Work Authorization and with the Village Manager's memorandum, which accompanies this Resolution. NOW, THEREFORE, IT IS HEREBY RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS: Section 1. Recitals Adopted. That each of the recitals stated above is hereby adopted and confirmed. Section 2. Work Authorized, Specification of Funds. That pursuant to the existing continuing contract between C3TS and the Village, the performance of engineering services for design, permitting, bidding and construction administration services for the Crandon Boulevard Improvements — Phase II, is hereby authorized subject to the funding source and limitations set forth in the above referenced Village Manager's memorandum. Section 3. Agreement Approved. That the Village Manager is hereby authorized to execute the Work Authorization in substantially the form attached hereto, for the engineering work authorized hereunder between the Village and C3TS, once approved by the Village Attorney as to legal form and sufficiency. Section 4. Implementation. That the Village Manager is hereby authorized to take any necessary action to implement the purposes of this Resolution and the Work Authorization. Section 5. Effective Date. That this Resolution shall be effective immediately upon adoption hereof. PASSED AND ADOPTED this 29th day of June , 2004. 7/AD cetbtA MAYOR ROBERT OLDAKOWSKI ,c/a/a/et" CONCHITA H. ALVAREZ, CMC, VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENCY: VILLAGE ATTORNE 103.001/Resolutions/Engineering Services for Phase II of Civic Center with C3TS 6.8.04 2 WORK AUTHORIZATION C311 CORZO CASTE LLA CARBALLO THOMPSON SAL MAN Engineers Architects Planners EB0005022 AAC002142 June 14, 2004 Village of Key Biscayne 88 West McIntyre Street Key Biscayne, Florida 33149 Attention: Reference: Mr. Jud Kurlancheek, AICP Director, Building, Zoning and Planning Crandon Boulevard Improvements — Phase Il Final Design, Permitting, Bidding & Construction Phases Village of Key Biscayne, Florida Dear Mr. Kurlancheek: The firm or Corzo Castella Carballo Thompson Salman, P.A. (C3TS) is pleased to submit this proposal for professional services for the Village of Key Biscayne to perform the final design, construction documents, permitting and provide bidding and construction administration services for Phase 2 of the Crandon Boulevard Improvements. 1. Project Scope The second phase in the implementation of the Crandon Boulevard Master Plan will focus on the north half of the overall Master Plan project. Phase 2 will consist of the master -planned improvements along Crandon Boulevard starting at the north Village limits and terminating at the north end of the Phase 1 improvements (at McIntyre/Galen intersection), and also along Harbor Drive from Fernwood Drive to Crandon Boulevard. The Phase 2 project will also include bus shelters along the entire Crandon Boulevard within the Village limits. The improvements shall be in general accordance with the Crandon Boulevard Master Plan, prepared by C3TS and dated February, 2004. ll. Scope of Services Project kick-off meeting The project design kick-off meeting will include members of the C3TS design team (project manager, civil engineers, architect, landscape architect and electrical engineer) and Village of Key Biscayne personnel from the various departments involved with the project, and personnel from Miami -Dade County Public Works. In the meeting, the goals and scope of the project, the schedule and the budget will be discussed in detail in order to establish a shared expectation of project success. The lines of communication will be be established to ensure a timely response to issues, and a well coordinated and well executed project. Minutes of the meeting will be prepared and distributed to all attendees, and other interested parties. 901 Ponce de Leon Blvd., Suite 900 Coral Gables, Florida 33134 305.445.2900 1.800.448.0227 Facsimile 305.445.3366 Web Site: www.c3ts.com Equal Opportunity Employer Work Authorization Crandon Boulevard Improvements, Phase 2 Village of Key Biscayne June 14, 2004 Page 2 Task A Design Survey Right-of-way and topographic survey along the project route. The specific scope of survey services from Ford Armenteros Manucy is attached to this proposal. Task B Geotechnical Testing Shallow SPT borings and SFWMD usual open -hole tests will be conducted along the project route, as needed to support the design of new pavements, drainage systems and signalization components or streetscape elements. Since the majority of the route will be utilizing existing pavement areas, these tests will be reserved mainly for those areas where existing green space is being utilized for the new corridor and drainage modifications will be needed to replace those being impacted by construction and/or relocation of existing facilities. Exfiltration tests will only be performed in areas where potential new drainage systems will be constructed to replace those being impacted by construction. The specific scope of geotechnical services from Wingerter Laboratories is attached to this proposal. Task C Final Design & Permitting Based on the approved Crandon Boulevard Master Plan, final construction documents and specifications will be prepared to include: • Typical Sections • Demolition Plans • Maintenance of Traffic and Phasing Plans • Roadway Plans & Profile • Drainage Plans & Profile • Construction Details • Architectural Streetscape & Street Furniture Plans • Bus Shelter Construction Plans • Entrance Features Construction Plans • Landscaping & Irrigation Plans • Pavement Marking & Signing Plans • Signalization Plans • Lighting Modification Plans • Erosion Control Plans (NPDES) A preliminary (30%), a pre -final (90%), and a final (100%) cost estimate for the project will be prepared and submitted concurrently with the 30%, 90% and 100% plan submittals, which are scheduled for this project. The Project Manual will be prepared to include front-end bid documents, construction contract provisions and technical specifications. Work Authorization Crandon Boulevard Improvements, Phase 2 Village of Key Biscayne June 14, 2004 Page 3 C3TS will file and process the permits for these projects. It is anticipated that a Miami - Dade County Public Works permit and a Miami -Dade DERM permit will be required for the project. Additionally, an erosion and sedimentation control permit shall be required through the Florida Department of Environmental Protection. During the design process, we will work with staff and the Crandon Boulevard Implementation Committee in the development of the design, and present project updates to the Village Council every other month, or at project milestones. Task D Bid Phase Services it is anticipated that the Village will seek to pre -qualify Contractors in an initial Request for Qualifications for both projects, at approximately the 30% completion stage of their respective design. Qualifications and criteria for pre -selection shall include, but not be limited to, previous experience with the Village of Key Biscayne, similar type construction experience, previous bid history, current workload, financial stability, insurance and bonding capabilities, proximity to the project, ability to work with the Village preparing cost estimates, history of claims and/or legal action and the firm's Affirmative Action Plan/EEO/Federal Wage Rate history. The pre -qualified firms will be required to provide preliminary pricing 'at least once prior to bidding. Then, upon 100% plan completion and permitting, they will hard -bid the project. During this pre-qualification/bid phase, we shall provide e -documents needed for publishing RFQ/bid on Demand Star, attend conferences, prepare minutes for distribution, answer Contractor inquiries, prepare any addendums, review contractor qualifications and bid proposals, and make recommendation for pre -qualifications and award to the Village. Pre -qualification meetings shall be held separately with each potential Contractor in order to more fairly judge the qualifications of each firm. Subsequently, once all of the short-listed firms have been selected, the preliminary cost estimating sessions shall be held as a group with all firms in attendance so that continuity is maintained throughout the process. No uninvited firms shall be allowed to participate in the final hard bid phase. C3TS shall provide the bid item list, technical specifications and special provisions needed for the bid documents. The Village of Key Biscayne shall be responsible for providing the front end documents. C3TS shall review the front end documents for potential conflicts with the plans and specifications and provide written comments to the Village with regard to these issues. Task E Construction Administration During the construction phase, it is our understanding that C3TS will provide Construction Administration services as follows: • Prepare Contract Documents, Notice of Award and Notice to Proceed. ■ Attend pre -construction conference and prepare minutes for distribution. Work Authorization Crandon Boulevard Improvements, Phase 2 Village of Key Biscayne June 14, 2004 Page 4 • Shop drawing review. • Attend periodic progress meetings and prepare minutes for distribution. • 'Respond to Contractor request for information (RFI) and clarification/ interpretation of contract documents. • Coordinate utility concerns and issues with regard to conflicts. • Process all Construction correspondence and maintain files. • Review and Make Recommendations for Contractor payment requisitions. • Review and Make Recommendations for Contractor change order requests, if any. • Provide part-time resident inspector (approximately 20 hours per week). • Provide final inspection, punch -list, and contract close-out. • Coordinate materials and density testing. • Provide photographic history of project in digital format. Task F Reimbursables All permit fees will be paid for by C3TS, and invoiced to the Village as direct reimbursable costs. Any fees associated with additional reproducibles not provided for in Section III of this scope shall also be invoiced to the Village as direct reimbursable expenses. It is not anticipated that travel expenses will be needed for this project, but should it become necessary to provide inspections, meet with out -of -toy` individuals/agencies or make presentations on behalf of the Village for any purposes, these expenses shall also be included as reimbursable costs. A lump sum fee shall be established that should cover all of the potential reimbursable costs. Portions of that fee shall be billed as necessary to cover costs on a monthly basis. Ill. Deliverables Format The construction drawings will be delivered in 11" x 17" format. The Project Manual and Specifications will be delivered in 8-1/2" x 11" format and in electronic Word format, also on CD. One set of plans shall be delivered to each Contractor, as well as the Village, during the cost estimating phases of the project. A total of twenty (20) sets of 30%, 90%, and 100% of Construction Drawings plans (11" x 17" format) shall be supplied to the Village for dissemination to the Implementation Committee Village staff and Village Council. A record set plus one additional copy to be used for reproductions shall be provided to the Village for the purposes of assembling the final hard bid packages. All reproductions for the final hard bid shall be provided by the Village. Additionally, a total of seven (7) sets of construction documents (includes signed and sealed plans plus specification documents) shall be supplied to the Village for permitting purposes. All copies of plans and specifications needed for procuring permits applied for by C3TS (i.e. — MDCPW, DERM, etc.) shall be provided by C3TS. Work Authorization Crandon Boulevard Improvements, Phase 2 Village of Key Biscayne June 14, 2004 Page 5 IV. Fees The total fees for this project have been calculated in the attached spreadsheet. The fee for these services is broken down as follows: Manhour Estimates Task A — Design Survey $23,600 Task B — Geotechnical Testing $5,240 Task C — Final Design Phase $223,220 Task D — Bid Phase $14,130 Task E — Construction Phase $118,570 Task F — Reimbursables $7,500 Fee Total Lump Sum $392,260 The design and plan production services will be completed within 240 days from the issuance of the work authorization. This provides for completed plans by February 28, 2005 (assuming a July 1, 2004 start date), so that the final bid from the Contractors can be attained by March 31, 2005. We will work with the Village to expedite permitting, however, the time required for permit review and issuance is not within our control. This project schedule is contingent upon timely reviews by the Village and all other reviewing agencies. V. Insurance; Indemnification C3TS shall mainatain liability insurance related to the work undertaken by it hereunder as reflected on the Certificate of Insurance which is attached hereto as Exhibit "A", including the Village as Certificate Holder and additional insured for this work. Further, C3TS shall indemnify and hold harmless Village, its officers and employees in accordance with and as authorized by Section 725.08, as if said statute was incorporated herein verbatim. This proposal will be subject to the terms of the signed Agreement between the Village of Key Biscayne and C3TS, PA., for Professional Services dated 07/15/98. If you have any questions, please do not hesitate to give me a call at (305) 445-2900 or e-mail at rcastellaRc3ts.com. We thank you for the opportunity to offer these services, and look forward to our continued working relationship with the Village. If this proposal is deemed acceptable to all parties, please sign in spaces provided. cq Fine Menende illage Manager Village of Key Biscayne L:\Projects\1108-00\W.O-Proposals\W O060404CrandonBlvdImprovPhas 'PL amon Castella, P.E. PrincipalNice President C3TS, P.A. Work Authorization Crandon Boulevard Improvements, Phase 2 Village of Key Biscayne June 14, 2004 Page 6 FEE WORKSHEET SUMMARY Phase Fee Design Survey $23,600 Geotechnical Testing $5,240 Final Design Phase $223,220 Bid Phase $14,130 Construction Phase $118,570 Reimbursables $7,500 Total: $392,260 L:\P rojects\1108-00\W .O-Proposals\W O060404Crand on Bl vd IrnprovPhase2. d oc Geotechnical Sub -Consultant Corzo Castella Carballo Thompson Salman, P.A. DATE: PROJECT: Design Survey: Survey Engineering Coordination FEE WORKSHEET June 14, 2004 Crandon Boulevard - Phase ll Final Design Services Village of Key Biscayne 6 16 20 Fee Worksheet - Page 1 Crandon Blvd. Improvements Phase II 18 12 2 Sub -Total Hours 6 16 20 18 12 2 Billing Rate 135 95 80 65 55 45 Labor Cost $810 $1,520 $1,600 $1,170 $660 Labor Sub -Total $90 $5,850 Survey Sub -Consultant Geotechnical Testing: Testing Engineering Coordination Sub -Total Hours Billing Rate Labor Cost Labor Sub -Total $2,210 2 8 135 95 270 760 12 12 80 960 2 65 130 $17,750 Total $23,600 0 55 0 2 2 45 90 $3,030 Total $5,240 Corzo Castella Carballo Thompson Salman, P.A. Final Design Phase: Streetscape Architectural Treatment Plans (16 shts. @ 1"= 20' Streetscape Details (4 sheets) Coordination w/ Landscaping, Lighting, Drainage & Utilities Roadway and Drainage Key Sheet Typical Sections (2 sheets) Plan & Profile Sheets (12shts a@ 1"= 20') Special Plan Details (3 sheets) Special Profiles (2 sheets) Cross Sections (2 sheets) Notes, Details & Schedules (3 sheets) Phasing & MOT Plans (3 sheets) Erosion Control Plans 48 60 6 36 36 16 36 36 16 Fee Worksheet - Page 2 Crandon Blvd. Improvements Phase II 48 48 24 80 80 12 4 4 4 8 60 12 4 2 4 8 2 2 8 36 12 16 8 6 12 4 4 12 72 24 24 36 16 24 6 12 72 24 16 36 12 24 12 16 160 36 16 16 8 16 18 Demolition Plans 2 6 12 12 20 Utility Conflict Details Pvmt. Marking, Signing & Signal Mods. PM&S Plan Sheets (6 sheets) Intersection Signal Details (6 shts.) • Details and Notes 2 2 4 6 16 24 2 8 24 36 4 16 36 36 4 8 36 72 4 General Coordinate and Review Mtgs. Cost Estimates (30,90 & 100%) Project Specifications Project Manual / Bid Forms Permitting: 48 48 24 8 16 24 24 4 2 8 2 16 8 16 12 12 6 MDCPWD 16 24 24 8 DERM Key Biscayne Building & Zoning 2 6 8 4 12 8 8 2 4 Final Design Phase Sub -Total Hours Billing Rate Labor Cost 312 135 $42,120 376 95 $35,720 506 80 $40,480 464 65 $30,160 598 55 $32,890 50 45 $2,250 Labor Sub -Total $183,620 Landscaping/Irrigation Sub -Consultant Reproduction Costs (Submittals and Permitting Printing) $38,000 $1,600 Total $223,220 Corzo Castella Carballo Thompson Salman, P.A. Jid Phase: Preparation of RFQ Pre -submittal Conference Fee Worksheet - Page 3 Crandon Blvd. Improvements Phase II 6 6 6 6 4 8 Contractor Inquiries and Addendum Review of RFQ Pkgs. + Pre-qual.mtgs. Periodic Pric'g for Pre-Qual.Contractors Hard Bid Coordination 4 4 Bid Tabulation & Recomm. For Award 2 12 4 4 6 6 8 8 4 6 8 4 4 2 6 Bid Phase Sub -Total Hours Billing Rate 2 4 8 4 34 135 42 95 40 80 14 65 0 55 6 4 4 2 32 45 Labor Cost $4,590 $3,990 $3,200 $910 $0 Labor Sub -Total Construction Phase: (Assumes 9 month continuous construction period) Pre -construction Conference & Activities Shop Drawing Review Bi-weekly Meetings 6 10 $1,440 $14,130 Total $14,130 4 -1ontractor RFI and Clarifications )ontractor Payment Requisitions Contractor Change Order & Requests Full-time Resident Inspection (40 hrs/wk) Final Inspection & Close-out Construction Phase Sub -Total Hours Billing Rate Labor Cost Landscaping/Irrigation Sub -Consultant Materials and Supplies - Field Reimbursables: Allowance for permit fees and additional reproduction L:\Projects\1108-00\W.O.Proposal\FeeWorksheetCrandonBlvdlmprov-Phasell xls 24 24 8 8 12 8 12 80 48 24 18 140 24 24 40 24 24 12 48 24 12 6 4 24 12 36 8 4 780 48 16 8 90 356 200 844 114 135 95 80 55 45 $12,150 $33,820 $16,000 $46,420 $5,130 Labor Sub -Total $113,520 $4,500 $550 Total $118,570 $7,500 r's c;tivto: 15/10/04 9:1OAM; ->C3TS; #597; PAGE 2 JUN.10'2004 09:53 305477901 ) COMBINED UNDE #4070 P.002/002 ACS, D„ CERTIFICATE OF LIABILITY INSURANCE PRODUCER Combined Underwriters of 7950 NW 53 Street, Suite Miami FL 33166 Phone:305-477-0444 Fax: Miami 201 305-599-2343 OP 10 ! DATE (MM100/YYYY) C3TS-o1_, __ 06/10/04 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC 0 )NSURED CORZOL CASTELLA, CARDALLO CCTH�SON SALMA,N, P.A. COAX. GA8a8 f 333.34 . #900 INSURER A: ASSURANCE COMPANY OF AMERICA INSURER e: TIG INSURANCE COMPANY INSURER C: TRAVELERS INDE iXTY COMPANY INSURER D: AMERICAN HOME ASSURANCE CO. mums: CONTINENTAL CASUALTY COMPANY COVERAGES THE POLICIES OF INSURANCE LISTED 6ELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH NM CERTIFICATE MAY OE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.�� AGGREGATE LIMITS SHOWN MAY HAVE BEEN REOVC80 9Y PAID CLAIMS. )LTR ran TYPE OP INSURANCE POLICY NUMOLR I Ai ( TIVE gkiTc IREPIMD 'PION vAT M mrl LIMITS A C GENERAL LIABILITY OMMERCIALGENERALLIABILITY 10069-2001 IMwLOYI6Nr PRncTIcse Lens 09/22/03 10/16/03 09/22/04 10/16/04 _ H OCCURRENCE $ 1,000,000 X EMIs s Eeeeeuiwue) $ 50,000 , 1 5 ( 000 7 CLAIMS MADE $500 BI & Ei OCCUR MED EXP (My one peroon) X PD DED PERSONAL&ADVINJURY $ 1, 000, 000 PER CLAIM GSNERAL AOQREOATE $4,000/000 , $ 2,000,000 OENL AGGREGATE LIMIT APPLIES PER; POLICY I t r car l l Loc PRODUCTS • COMP/OP AGO _PRODUCTS PRAC 1, 000, 000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS LE SCHEDULED AUTOS HIRED AUTOS NON•OWNEb AUTOS COMBINED SINGLE LIMIT (E. ecol onf) $ BODILY INJURY (Per porno!!) $ BODILY INJURY (Pet ECdden1) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY • FA ACCIDENT $ OTHER THAN EA ACC 3 AUTO ONLY; AGO $ E u EXCESS/UMBRELLALIABILITY OCCUR 0 CLAIMSMADE DEDUcTIOLE RETENTION $10000 moms LTASZLITY 08/26/03 08/26/04 EACH OCCURRENCE s1/000,000 AGGREGATE s 2,000,000 KY0050206 s X s _ _ # D WORKERS COMPENSATION AND EMPLoreRe�uAanm ECUTNE OOFFFICERR/MEMBEREXCLUDED? Myoo, deeaibe under SPECIAL PROVI810N8 wow WC6551288 01/01/04 01/01/05 XJTQRY IMAI $ 1_ UI:R E,L,e►cHAccIDENT :100000 E.L. DISEASE- EA EMPLOYEE $ 100000_ E,L. DISEASE • POLICY LIMIT $ 500000 A OTHER LOC 1 LOC 2 10069-2001 BLANKET COMP 200,000 09/22/03 09/22/04 CONTENTS 273000 CONTENTS 75000 DESCIUPTION OF OPERATIONS / LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDEO BY ENDORSEMENT I SPECIAL PROVISIONS LOC #1 901 PONCE DE LEON BLVD 9900-400-200 C. GABLES - LOC #2 3996 NW 9 AVE FT LAVD.CONTENTS $75,000 REPLACEMENT COST/SPECIAL COVERAGE/ 1,000 DEDUCTIBLE CERTIFICATTE HOLDER 19 LISTED A$ AN ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION VILL001 VILLAGE or KEY BISCAYNE 88 WEST MCINTYRE STREET KEY BISCAYNE FL 33149 SHOULD ANY OF THE MOVE DESCRIBED POLICIES BE CANCELLED mmFORE THEM EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIPICAT - Dm NAMED TO TRH LEFT, 0 IMPOSE NO ODUOATION 0 LIA01 OF ANY KIND UPON TH RER, ITS AOENTB OR REPRESENTATIVE& AUTHORILEO REPRESENTATI SUSAN 9ANC.I' ACORD 26 (2001/08) SHAD ® ACORD CORPORAT1 988 EXHIBIT A - page 1 " C E R T I F I , A T E O F L I A B I L I T Y I N ���� I J R A N C E T H I S C E R T I F I C A T E I S I S S U E D F O R I N F O R M A T I O N P U R P O S E S O N L Y A N D C O N F E R S N O R I G H T S U P O N T H E C E R T I F I C A T E H O L D E R . T H I S C E R T I F I C A T E O F L I A B I L I T Y I N S U R A N C E D O E S N O T A M E N D , E X T E N D , O R A L T E R T H E C O V E R A G E A F F O R D E D B Y T H E P O L I C I E S L I S T E D 4 \ T E : ( M M / D D / Y Y Y Y ) 0 6 / 1 0 / 2 0 0 4 I N S U R E R S : . J D U C E R M a r s h U S A I n c . o r B R O K E R : 8 0 0 M a r k e t S t r e e t S u i t e 2 6 0 0 A : D i s c o v e r S p e c i a l t y I n s u r a n c e C o m p a n y S t . L o u i s , M O 6 3 1 0 1 P h o n e : ( 3 1 4 ) 5 1 2 - 2 4 1 5 B : C : I N S U R E D : C o r z o C a s t e l l o C a r b a l l o T h o m p s & E n t e r p r i s e R e n t - A - C a r C o m p a n y e t a t p : 6 0 0 C o r p o r a t e P a r k D r i v e S t . L o u i s , M O 6 3 1 0 5 E : T H E I N S U R A N C E P O L I C I E S L I S T E D B E L O W H A V E B E E N I S S U E D T O T H E I N S U R E D N A M E D A B O V E F O R T H E P O L I C Y P E R I O D L I S T E D , N O T W I T H S T A N D I N G A N Y R E Q U I R E M E N T , T E R M O R C O N D I T I O N O F A N Y C O N T R A C T O R O T H E R D O C U M E N T W I T H R E S P E C T T O W H I C H T H I S C E R T I F I C A T E O F L I A B I L I T Y I N S U R A N C E M A Y B E I S S U E D O R M A Y P E R T A I N , T H E I N S U R A N C E A F F O R D E D B Y T H E P O L I C I E S L I S T E D B E L O W I S S U B J E C T T O A L L T H E T E R M S , E X C L U S I O N S A N D C O N D I T I O N S O F S U C H P O L I C I E S . A G G R E G R A T E L I M I T S S H O W N M A Y H A V E B E E N R E D U C E D B Y P A I D C L A I M S . C O V E R A G E S : I N S U R E R T Y P E O F I N S U R A N C E P O L I C Y N U M B E R E F F E C T I V E D A T E E X P I R A T I O N D A T E L I M I T S L E T T E R G E N E R A L L I A B I L I T Y C O M M E R C I A L G E N E R A L L I A B I L I T Y C L A I M S M A D E O C C U R E N C E A A U T O M O B I L E 7 1 J A L L [ M V i ' / I L I A B I L I T Y A N Y A U T O O W N E D A U T O S S C H E D U L E D A U T O S H I R E D A U T O S N O N - O W N E D A U T O S S e e B e l o w * D 1 8 7 A 0 0 0 0 1 1 2 6 8 0 1 5 / 1 7 / 2 0 0 4 5 / 1 7 / 2 0 0 5 C o m b i n e d S i n g l e L i m i t : $ 1 , 0 0 0 , 0 0 0 B o d i l y I n j u r y p e r P e r s o n B o d i l y I n j u r y p e r A c c . P r o p e r t y D a m a g e : G A R A G E L I A B I L I T Y A N Y A U T O E X C E S S L I A B I L I T Y U M B R E L L A O T H E R T h a n U M B R E L L A F o r m W O R K E R S C O M P E N S A T I O N A N D E M P L O Y E R S ' L I A B I L I T Y D E S C R I P T I O N : P o l i c y p r o v i d e s p r o t e c t i o n f o r a n y & a l l o p e r a t i o n s / j o b s p e r f o r m e d b y t h e n a m e d i n s u r e d . C e r t i f i c a t e h o l d e r i s i n c l u d e d a s a n a d d i t i o n a l i n s u r e d a s t h e i r i n t e r e s t m a y a p p e a r . * * A n y v e h i c l e l e a s e d f r o m E n t e r p r i s e F l e e t S e r v i c e s w h e r e t h e c o n t r a c t i n c l u d e s a u t o i n s u r a n c e c o v e r a g e . W a i v e r o f S u b r o g a t i o n i n c l u d e d w h e r e r e q u i r e d b y w r i t t e n c o n t r a c t . I n s u r a n c e i s P r i m a r y a n d N o n - c o n t r i b u t o r y . H O L D E R : V E N D O R I D : 1 2 0 G P B R : 4 1 A U T H O R I Z E D R E P R E S E N T A T I V E : V I L L A G E O F K E Y B I S C A Y N E 8 8 W E S T M c I N T Y R E S T R E E T K E Y B I S C A Y N E , F L 3 3 1 4 9 C A N C E L L A T I O N : S H O U L D A N Y O F T H E A B O V E P O L I C I E S B E C A N C E L L E D B E F O R E T H E E X P I R A T I O N D A T E T H E R E O F , T H E I S S U I N G I N S U R E R W I L L E N D E A V O R T O M A I L 3 0 D A Y S W R I T T E N N O T I C E T O T H E C E R T I F I C A T E H O L D E R N A M E D T O T H E L E F T , B U T F A I L U R E T O D O S O S H A L L I M P O S E N O O B L I G A T I O N O R L I A B I L I T Y O F A N Y K I N D U P O N T H E I N S U R E R , I T S A G E N T S O R R E P R E S E N T A T I V E S . o p y n g h t M o o n l i t E n t e r p n z e s 1 9 9 9 - 2 0 0 3 , A l l R i g h t s R e s e r v e d F o r m # C V 1 a - 1 0 / 2 5 / 2 0 0 2 E X H I B I T A - p a g e 2 AGREEMENT FOR PROFESSIONAL SURVEYING SERVICES Between FORD, ARMENTEROS & MANUCY, INC. And C3TS Project: Crandon Blvd. Main Road (from Harbor Drive going South to the Entrance to Cape Florida Sate Park) Based on our understanding of your requirements, Ford, Armenteros & Manucy, Inc., (FAM) is prepared to provide you with the following scope of services: TASK #1 ROUTE SURVEY (RIGHT-OF-WAY) (357) SITE: PHASE 1- Crandon Blvd. from Harbor Drive going South to Galan Drive including 5 bus stop sites being Southerly of Galen Drive including 25' into R/W Location and Elevations, side streets: Key Colony 100' after guard house, Sonesta Drive 250', Heather Dr. 150', Grand Bay 150', Galen Dr. 150'. Also we provided an up -dated survey of the Key Biscayne /Harbor Drive prepared on 5/20,1999 on project number 99-126 Under this task, FAM shall prepare a Route Survey including the following information from within the public right-of-way. • Edge ofpavement, curbs & gutters, sidewalks, and driveways. • Trees and landscaped areas in right-of-way, caliper and species of trees. • Utilities: water valves, drainage inlets, sanitary sewer manholes, water meter boxes, power poles, light poles, etc. Indicate sizes ofundergnxmdutilities. • Fence lines, sign posts, and other private improvements. + Aerial overhead lines. • Property litres / lot lines. • Right-ofway centerlines and elevations. • Dimensions ofpertinent infomration • Pavement cuts and changes in pavement surfaces. • Survey 25 feet into the right ofway. Also we are to provide elevations as follows: • At 25 feet on center, of centerline, edge of pavement, front of sidewalk, center of grass swale, back of sidewalk, right -of --way line and 25 feet outside of right-of-way line. • Utility pipe inverts where connected to manholes, inlets, or headwalls. • A drawing file (AutoCAD R14) will be provided along with a reproducible plot PROFESSIONAL FEES. TASK #1 ....................................$17,750.00 fixed (plus expenses*) Fixed fee includes above work description & five copies of survey. * see last page Client's Initials Q: (DocumentlFORD COMPANIESIProposaislSurveyinglPROPOSAL CRANDON BLVD. C3TS.doc VW/ U(3/ LvvY iv. vQ rnls • It is our policy to complete our work in the most efficient and cost-effective manner. Please rest assured that we would utilirp our best efforts on the client's behalf We are prepared to proceed with the work described above. We request that you acknowledge acceptance of the proposal by signing the enclosed copy of this letter and returning it to us at your earliest possible convenience. We appreciate the opportunity to submit our proposal and look forward to working with you on this project. THIS AGREEMENT FOR PROFESSIONAL SURVEYING SERVICES AND ATTACHED GENERAL CONDITIONS ARE HEREBYACKNOWLEDGED AND ACCEP'T'ED FORD, ARMENTEROS & MANUCY, INC. C3TS Edwin J. Fernaiin eez Survey Department Director For the Firm Date: a;/iie Zoe, Authorized Representative Print Name Date: Client's Initials Q:IDacumentWFORD COMPANIESIProposalslSurveyinglPROPOSAL CRANDON BLVD. C3TS.doc 0.57,A4/04 FRI 09:49 FAX 305949i 28 WINGERTER LABS, INC. WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 N. E. 144th Street, North Miami, FL 33181 Telephone No.: (305) 944-3401 Fax No. (3W 949-8698 PRICE QUOTATION To: Corzo, Castello, Carballo, Thompson, Salmon, P.A. Attn: Mr. Carlos Herdocia 901 Ponce De Leon Blvd., Suite 900 Coral Gables, FL 33134 Project: Crandon Boulevard Improvements Crandon Boulevard and Harbor Drive, Key Biscayne, PL C3TS Project No. PROPOSED SERVICES: Date: Phone: Fax: May 14th, 2004 (3 05) 445-2900 (305) 4453366 1 - Perform Eighteen (18) Standard Penetration Tests with Standard Truck Mounted Drill Rig along the shoulder of Crandon Boulevard and Harbor Drive to depth of 6' below land surface. Test to be conducted at 500' intervals at alternate sides of the road. Lump Sum — $ l,('80.u.. 2 - Perform Four (4) SFWMD Standard Percolation Test with Standard Truck Mounted Drill Rig at locations established by your representative, Lump Sum = $1,� 00.00 3 - Perform Boring Layout, Site Inspection & Conduct Underground Utility Clearances through SUNSHINE by Staff Engineer Lump Sum = $254).00 4 - Engineering Evaluation and Foundation Recommendations Report Lump Sum — $401).00 ESTIMATED TOTAL $301 30,00 PAYMENT TERMS: Net 30 Days, Invoiced upon completion of work NOTES: Conducting the above referenced tests involves driving a heavy trunk mounted drill rig into the property, and drilling holes into ''he ground Wingerier Laboratories, Inc. will not assume responsibility for damage to underground utilities, septic tanks or other underground structures which may result, from drilling activities or mobilization of the truck mounted equipment, if not identit 'd to us prior to mobilization to the site. Prepared By: fvi s ' . ' owell Executive Vice President I hereby authorize WINGERTER LABORATORIES, INC. toproceed with above refer :nce " scope of work and agree to pay for these services as per the terms described above. Accepted By: Date: Name: Title: Philadelphia Coral Gables Dallas Lake Placid San Diego San Francisco Planning & Design June 2, 2004 Mr. Ramon Castella C3TS 901 Ponce de Leon Boulevard Coral Gables, FL 33134 Re: Proposal to Prepare Landscape and Irrigation Design and Construction Plans for Crandon Boulevard from the entrance to the Village of Key Biscayne to Galen Drive and + 600 LF of Harbor Drive from Crandon Boulevard to a Traffic Roundabout Dear Ramon On behalf of Wallace Roberts & Todd, LLC (WRT), I am pleased to present this proposal to prepare Landscape and Irrigation Design and Construction Plans for you Crandon Boulevard project for the Village of Key Biscayne, Florida. This proposal assumes that C3TS will provide accurate site plans and existing irrigation plans in AutoCAD format and that WRT will provide landscape and irrigation design services in two phases. Phase One: 1. WRT will research the Dade County and the Village of Key Biscayne Codes and determine the landscape requirements for this project. WRT will assume that the C3TS plans meets Miami -Dade County and FDOT site plan requirements. 2. WRT will prepare iOttierfff Landscape Design Concepts for presentation and discussion with Village of Key Biscayne Stakeholders. These conceptual plans will be based on the following assumptions: • The entrance area to the Village of Key Biscayne will receive special upgrade treatment. • The concepts will focus on shade trees in the swale areas and additional coconut palms in the median. • Irrigation will only be required in the swale areas (the medians are currently irrigated). • The "park frontage" area will include the addition of flowering trees. • The estimated budget for landscape and irrigation improvements is $500,000.00 Wallace Roberts & Todd, LLC 191 Giralda Avenue, Penthouse Coral Gables, FL 33134 305.448.0788 www.wrtdesign.com fax 305.443.8431 " " T h e r e w i l l b e a m a x i m u m o f 8 r e v i e w m e e t i n g s w i t h s t a k e h o l d e r g r o u p s i n c l u d i n g t h e V i l l a g e o f K e y B i s c a y n e V i l l a g e C o u n c i l . " W R T w i l l n o t b e r e s p o n s i b l e f o r p e r m i t d r y r u n s o r a p p l i c a t i o n s f o r p e r m i t t i n g 3 . 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F e e s f o r P r o f e s s i o n a l S e r v i c e s : W R T p r o p o s e s t o c o m p l e t e t h e t w o p h a s e s o f - w o r k o u t l i n e d a b o v e i n a c c o r d a n c e w i t h t h e f o l l o w i n g s c h e d u l e o f f i x e d f e e s i n c l u d i n g n o r m a l r e i m b u r s a b l e e x p e n s e s . P h a s e O n e : $ - x 0 0 0 0 + 8 , 0 0 � P h a s e T w o : $ 3 0 , 0 0 0 T o t a l F e e s : $ - - 4 0 ; 0 0 0 - 3 , 9 , 0 0 6 I f t h i s p r o p o s a l m e e t s w i t h y o u r a p p r o v a l , p l e a s e p r e p a r e a s u b - c o n s u l t i n g a g r e e m e n t c o n t r a c t , w h i c h w i l l s e r v e a s o u r a u t h o r i z a t i o n t o p r o c e e d w i t h t h e p h a s e o n e b a s i c s e r v i c e s . I f m o d i f i c a t i o n o f t h i s p r o p o s a l w o u l d b e t t e r s u i t y o u r n e e d s , p l e a s e c o n t a c t m e . C . M a r s t o n , A S L A