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Home My WebLink AboutR-2019-019 City Approving (SP-29-18) Request, Assignment of Flex Acreage (OT-32-18) Request, Parking Variance Request (VA-30-18), Landscape Variance Request (VA-31-18), & Loading Area (VA-75-18) RESOLUTION NO. 2019-019 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-29-18) REQUEST, ASSIGNMENT OF FLEX ACREAGE (OT-32-18) REQUEST, PARKING VARIANCE REQUEST(VA-30-18),LANDSCAPE VARIANCE REQUEST(VA- 31-18),AND LOADING AREA VARIANCE REQUEST(VA-75-18)SUBMITTED BY RAHIL SANGHVI ON BEHALF OF DANIA RESORTS, LLC FOR PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF STATE ROAD 84 AND NORTH OF I-595 WITHIN THE CITY OF DANIA BEACH,FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT"A;"PROVIDING FOR CONFLICTS; AND FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS,The City Code of Ordinances,Chapter 28,entitled"Land Development Code" (the"LDC"),of Part 6,entitled"Development Review Procedures and Requirements,"Article 635, entitled "Site Plans," states that Site Plan approval is required as a condition to the issuance of a building permit; and WHEREAS, Rahil Sanghvi on behalf of Dania Resorts, LLC (the "Applicant") has requested Site Plan approval(SP-29-18)to permit the development of a 103-room hotel for property located at 3001 SW 26th Terrace (the "Property") as legally described in Exhibit"A;" and WHEREAS, the Applicant has requested Assignment of Flex Acreage from Industrial to Commercial for the Property; and WHEREAS,Chapter 28,Part 6 of the LDC,Article 625,entitled"Variances,"Section 625- 40, entitled"Variance Review Criteria; City Action," states that the City Commission may grant a Variance based on its determination that the Applicant has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested a Variance to permit a five (5) foot landscape buffer around the building and a five(5)foot perimeter buffer around the Property perimeter,where the LDC requires a ten(10)foot wide landscape buffer around the building,pursuant to Section 275- 100(E) and a ten(10) foot property perimeter buffer,pursuant to Section 275-120; and WHEREAS,the Applicant has requested a Variance to permit a reduction in parking spaces to 90 spaces, where the LDC requires 101 parking spaces,pursuant to Section 265-50; and WHEREAS,the Applicant has requested a Variance to remove the loading dock area,where the LDC requires a 12 foot by 25 foot loading dock area,pursuant to Section 270-20; and WHEREAS,the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS,the City Commission finds that the approval of the proposed Site Plan(SP-29- 18),Assignment of Flex Acreage from Industrial to Commercial(OT-32-18),Parking Variance(VA- 30-18), Landscape Variance(VA-31-18), and Loading Area Variance(VA-75-18) will protect the public health, safety, and welfare of the residents of the City, and furthers the purpose, goals, objectives, and policies of the Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing"WHEREAS"clauses are ratified and confirmed as being true and correct and they are made a part of and incorporated into this Resolution by reference. Section 2. That pursuant to Chapter 28"Land Development Code,"Part 6"Development Review Procedures and Requirements,"Article 635 "Site Plan,"the following Site Plan(SP-29-18), attached as Exhibit`B" is approved. Section 3. That concurrent to and consistent with the approved Site Plan(SP-29-18), attached as Exhibit`B",the assignment of Flex Acreage(OT-32-18)from Industrial to Commercial for the Property is approved. Section 4. That pursuant to Chapter 28"Land Development Code,"Part 6"Development Review Procedures and Requirements," Article 625 "Variances," the following Variance applications (VA-30-18, VA-31-18, and VA-75-18) are approved consistent with the Site Plan provided in Exhibit`B." Section 5. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. The proximity to the airport will require FAA review and approval. Contact William Castillo,Airport Planner with Broward County Aviation Department,located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. Contact Greg Jones, Airspace and Land Use Manager with FDOT at 850-414-4502 or at greg.jones@dot.state.fl.us. 2. PLATTING: Provide letter from Broward County Planning Council stating no need to plat/replat property. Needed prior to Public Hearing. (Zoning) 3. Provide minimum bicycle parking requirements identified in Section 265-51. 10% of required vehicular parking is required in bicycle parking. In this case 10%required parking = 11 bike parking required. Identify in site data table and show location on site plan drawing. 2nd time requested, you may request a variance but this cannot proceed to Public Hearing until addressed. (Zoning) 2 RESOLUTION#2019-019 4. ROOFTOP MECHANICAL EQUIPMENT: Must meet regulations in Section 220-60. Identify how equipment will be screened from view. (Zoning) 5. Per 0-2017-027,commercial properties under construction are required to provide security to fencing with screening showing project rendering when adjacent to ROW. Provide screen detail with next submittal. (Zoning) 6. Clearly identify location of property lines on survey. 2nd time requested. (Zoning) 7. Show location of NVAL on site plan drawing to ensure driveways are in proper location.2nd time requested. (Zoning) 8. Identify location on site plan of 15' billboard and access easement as shown on survey, as easement must be free of structures and parking. 2nd time requested. (Zoning) 9. Per Section 265-110(H)(1)provide wheel stops 5.5"high,2'from front parking space. Show on site plan and provide detail. (Zoning) 10. Per Section 265-110(H)(2)the perimeter of VUA must have a 6"raised type"D"or"F"curb (non-extruded). Show on site plan and provide details. (Zoning) 11. Per Section 265-150(E) minimum access width at street is 25'. Identify on site plan. (Zoning) 12. Per Section 290-40 Maximum dumpster enclosure height is 7'. Revise accordingly.2nd time requested. (Zoning) 13. Per Section 290-50(B) must provide pedestrian maze-style access. Show on site plan and provide detail. 2nd time requested. (Zoning) 14. Provide typical cross-sections and section profiles along all property lines,and show how the existing and proposed grades will tie top one another. Also, show spot elevations and the perimeter(property lines) on the Paving and Grading Plan. Double Section A and Missing Section B on Grading Plan C-3. Sections on C-6 must show elevations and slope at swales showing rainwater is retained on site. Grading Spots are missing showing rainwater flowing into catch basin. Still double Section A are shown on C-3 and Section B is missing on Plan. It is not found a Berm at 6.64' on Sections. (Engineering) 15. Entire property including driveway aprons and swales must be graded such that rainwater is contained within property and not in the FDOT, BCHCED and/or City ROW and/or neighboring properties.Revise Section A on C-6 swale slopes,rainwater is not contained on site."The 25-3 day storm berm is offset from the property line due to the elevation difference between the road and property. As such, we are asking for an exemption." This condition shall be revised by Zoning and the City Engineer. (Engineering) 16. Water and Sewer—Utilities- Plan, including any existing water main, force mains, gravity, mains, etc. (Show all material & pipe sizes on the plan). Please be advised that all water- main shall be constructed with DIP piping in the City ROW.Utility Plan was provided.Loop of 8"DIP Water main off 15' Utility easement. Verify, size of existing WM along SW 26th Terrace 8"X 8"Wet Tap Sleeve and 2"Corp. Stop."The Tapped connection shall be at least one nominal size smaller than the diameter of the pipe being tapped"."Tapping Sleeves shall be installed at least 4-feet from any exposed joint or existing tap". Must have approval of Public Services—City Engineer."Utility plan has been revised showing the Wet Tap Sleeve to be done on the existing 16"WM. The current utility easement falls within the landscape boundary and we are willing to modify the easements accordingly." (Engineering) 17. Provide a proposed water and sewer — utilities — plan, indicating all water and sewer appurtenances including but not limited to point of connection to the existing system, 3 RESOLUTION#2019-019 cleanout, water meter, check valve, etc. Utility Plan was provided. Loop of 8" DIP Water main off 15' Utility easement. Verify, size of existing WM along SW 26th Terrace 8"X 8" Wet Tap Sleeve and 2" Corp. Stop. "Utility plan has been revised accordingly." (Engineering) 18. Provide utility piping conflict plan,along with documentation to demonstrate acceptability of the separation between water, sanitary, storm-water service lines. (Engineering) 19. Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Eng. Pending to be requested. "Meeting has been requested via e- mail. Waiting on the response, if meeting is necessary." Pending to be addressed. (Engineering) 20. Additional Fire Department Access Information as follows: (Fire) a. Fire Lane locations and striping detail (demonstrated) b. "NO PARKING" sign locations and sign details demonstrated c. A note or detail identifying the design load for surface compaction of all non-paved roadways and/or Fire Department Access Roads (where applicable) d. Building Accessibility e. Load Limits for Bridges and Grading for significant changes in elevation (if applicable) f. Fire Department Access Routes During Construction 21. Additional Water Supply Information as follows: (Fire) a. Locations of all Post Indicating Valves or Underground Gate Valves, Double Detector Check Valves, etc. 22. A detail sheet accompanying the Civil Plans with the following details: (Fire) a. Bollard/Impact Protection Detail for Hydrants, FDC's &DDCV's b. Roadway Pavement Marker (RPM) Detail for Fire Hydrant Locations (Blue Reflective Markers) c. Post Indicating Valve Detail (where applicable) d. Underground Gate Valve Detail (where applicable) e. Backflow Preventer / Double Detector Check Valve (DDCV) Detail (where applicable)that identifies the DDCV as being listed for Fire Use f. Signage Detail for the Fire Department Connections (where applicable) 23. Address Detail (Fire) 24. An egress plan demonstrating and dimensioning all common paths of travel and travel distances to all exits within the buildings and/or structures. (Fire) 25. Minimum Radio Signal Strength for Fire Department Communications—See details on the next page. (Fire) Section 6. That pursuant to LDC Section 635-100"Expiration of Site Plans,"and Section 625-50 "Expiration of Variances," the Site Plan (SP-29-18), Flex Assignment (OT-32-18), and Variances(VA-30-18,VA-31-18,and VA-75-18) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan,within eighteen(18)months from the date of this Resolution. 4 RESOLUTION#2019-019 Section 7. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency,and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 8. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 9. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on February 26, 2019. ATTEST: �"t�04 THOMAS SCHNEIDER, CMC LORI LE LLEN CITY CLERK R APPROVED AST FORM AND CORRECTNESS: t� e. geIISHEV��P TH AS . A S ORO CITY ATTO E 5 RESOLUTION#2019-019 EXHIBIT "A" LEGAL DESCRIPTION Parcel A, RUNWAY LAKES FLL AIRPORT PLAT (PLAT 3), according to the plat thereof, as recorded in Plat Book 158, Page 21 of the Public Records of Broward County, Florida. 6 RESOLUTION#2019-019 EXHIBIT "B" SITE PLAN (SEE ATTACHED) 7 RESOLUTION#2019-019 LOCATION MLR ° BA irnN Asowunau T I II I vC1 NOT TO C4 E ? I µE a o°. "'AFHIC L.ALE 6p i I 111 N^ _T �.� _ r \ IIJ SCALC. I II 30 fCCi' Y J. • e I a. liAL.� r i ti �• I uo Bua°R� TREE LIST 80¢ IN 11 HEc°R°s ` �. 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St M1N 3f .1k I sqrtHr.�uGE A,HEwsrr"r NIN ° a Ay _ ) 1 JHNEY ANr rIII EE FHB Bm°NAsN"N°N_BGIII BNPT .rB BOUNDARY SURVEY BA,A B�^^ ° 3001 SOUTHWEST 26TH TERRACE DANIA BEACH, FLORIDA 33312 H° BR H - R 36.rN TERRA rc r r reeve c m AVID AN IHG HOTEL Sheet List Table 3001 SW 26 TERRACE Sheet Number ShaelNk C-0 Cover Sheet C-1 Existing Site Condition D A N I A BEACH FLORIDA C-1 General Notes C-2 Site Plan C-3 Grading Plan ARCHITECT C-4 Utility Plan CENTRAL DESIGN GROUP C-5 Pavement Markings 20D OLD 63 SOUTH,STE 305 C-6 Cut-Sections COLUMBIA,MISSOURI 65201 C-7 General Details C-8 General Details STRUCTURAL ENGINEERING C-9 Drainage Details S E PTE M B E R, 2018 DIANE G.MAROTTA,P.E. C-10 Water Details 555 WEST PROSPECT ROAD C-11 Water Details OAKLAND PARK,FLORIDA 33309 C-12 Sewer Details PROJECT PH.954,776.8604 C-13 Utility Notes LOCATION MEP ENGINEERING C-14 Fire DetailsCENTRAL DESIGN GROUP C-15 C-15 SWPPP - .t? - A x 200 OLD 63 SOUTH,STE 05 C-16 SWPPP Details " ., COLUMBIA,MISSOURI 65201 G-01 Sight Traingle L-01 Tree Disposition Plan CIVIL ENGINEERING L-02 Landscape Plan DIANE G.MAROTTA,P.E. L-03 Landscape Areas Diagram 555 WEST PROSPECT ROAD L-04 Landscape Details OAKLAND PARK,FLORIDA 33309 L-05 Landscape Irrigation Plan Notes&Details PH.954.776.8604 SL1.1 Site Lighting Photometrics Plan SL1.2 Site Lighting Details LANDSCAPE ARCHITECTURE �� 1 1 A7.1 Exterior Elevation-East Side ANDRES MONTERO502 SOUTHWEST 11th COURT A7.2 EXTERIOR ELEVATION REAR&SIDE '•-�:- -- _.. FORT LAUDERDALE,FLORIDA - PH.954.533.6259 •'' +� •,.� - SURVEY HARLEY GREENE 19208 NE 25th AVENUE I#3D1 AVENTURA,FLORIDA 33180 PH.954-522-0193 LOCATION MAP NTS SECTION 29;TOWNSHIP 42 SOUTH;RANGE 43 EAST DRC SET SECTION 32;TOWNSHIP 42 SOUTH;RANGE 43 EAST PROJECT LOCATION y' Magi &Associates PLANS APPROVED BY: IT'S THE LAW! ® - r ngincering I FL#32891 G7J.M aDDE4 BQDS T00 DIG ATi ON IS DIRECTED TO TIE FACT TUT TNESE PLANS MAY A.BFFM REWCFD N 9ME SY R15ROWC1NX1. S S 5 West PFo p—t ROdd 1-800-432 4770 TM5 YUS 9E WN9DERED NTIEN OBTAINING SCALED DATA - OdklaDd Pad<,Flar;dd 33309 DATE [�El:RU 9ZI7�ONi CIIJ.W Me01,M. DIANE G.MAROTfA U791f®NPf➢Ir11TON CRRIR T:954. 6.6004 FLORIDA REGISTERED ENGINEER NO.82591 77 �95h-776so15 i v Q� u� PM{;EL'6 Scd�i® LLJ D.� "COUHiNY BMBEC'uE CAeM' BROWARD Yc0 pV1Y 9P�6vL�EREcc4pS OwNEp BY BoOW'RU c�NfY vBE�E oANEw.ILEM ASSOL�AiicN _ U�6 OlU �cK NALucuucnun nmx cw i7 - mrve. �w uo s«vei vm�aun"'P�" k ..a,w�+.x:mm ro• -------------- C, W W e W Q 1 G 1- F—W E v 00 W LL F = � Z L_ U I Q N W co e Q ow Baow c Tr O 'Y:o Sl1OIWAY LPA Q6 ,.GI1,� oa.T"R!-A z,as T(PLAT ,ku Nc Nn IEIBd e<s OF r ;� rou„euaam pEco�Bs-! b O ❑r,r x DEMEcaT ory N McE4 snax oo, N s o E,wT ON M�a'* Y'I x Q F a gI PROJECT NUMBER �o IJ�I, cc LI I( BA-2Di R-02•* rMa wx ..n Mi ,i I' FILE%, 7 DRAWN :M.OA. PEVIEWED.D.G.M. CHECKED D.G.M II, DATE 11/19/1018 I ISSUE I REVISIONS 11 LAKE h r —--------------- SQdTHVJ✓ 'ET STREET ---- ----- - - p- IORTA oEPART4mT OF TDANSPpP.TA oN cnT-or-wnY .nG wK®. SHEET TITLE R PurA oa°,",Pncc�io N EXISTING uwni-o4UE Gounry cuC,O REcoRoS S H EETNU ATBE R Su-1 r u GENERAL U ~ PAVEMENTS WATER AND SEWER MAINS (CONT'D) STANDARD WATER SEWER i.D'SLJEPANOES/F ANY,SHALL BE BRO/ONT m Tiff AT/ENTEN LP ME 1.SUBOKlADE Sli L W SrA9UZLD N ALCCl?0 F wM SECTCN I60 X I4 NEW WATERLXiE SHALL BE NSTALED TESTED AND A Wll BY PAC/ SEPARATION STATEMENT OWNER/FNGINEFR DETDRE MOW 0.Y/ME)/CES DE FDCT STADARD S'ElJF1GTIDVS BFAIX LYWWrr REALM OEPARTYpIT;SERNa3 MANSTEMPED m THE NEW NAN FllOR m wsNr LW DRAMAS M1EN. 1.WATER/.�NER SFPARATIM 3/ALL BE M ACCQGOhNT MM THE d y y n ].FIELD IXANa3 OR DENA nOvs FRCYA TIIE DESIOI SLILf.NOT BE MADE 2 BASF COIIIPSE SMALL UEEROCX S DIIE)P MUM CR OC1lA FIE 15 OF IMESF SANS AND nE SPEClRc COD/nOVS . wMWT moll APPROVAL X ME o-m/ENONEER FORYATIOI w ACCORRMCE MW FDOr S CIF-MNS. O'LlED N ME AiR/CAME PEBYIT(5)FON n/E P Cr hf7 c 1 BASF CDURSE SHALL REa1K A PRwE LDAT N ACCOPDANCE wM 15 DIXAE SA`Et m EWSTNG WATER MANS SILL BE NAPE RTT Rff N -Nl� r J.CYWSMUCnIX SHALL BE w ACjGCR)ANCf WIN nff RQNW DEPARTMENT S SECIDV J00 X AND THE FDOT SrAN0AR0 SPEDFlG/lOVS D'RECT SUPFRNSIX X ME UTWTY OWPANY. PPES AND RITN/GS 2.HOP/ZMTAL SMRATKNS_ __ �TRI/CTTKw IFSTTT-LYWOEn� m$ SIM'�MRU IBI INE' �WAIT.AnCWS 4 JJ4 fi nE &DST R.iPFC�1GE NS-µme wM SECoCN W� �'V'UNOLR IMRR pOR�CiASMLRN9�TAPRNC � AftT Am WATER WTM)C�R.115- �� - AND ALL RIM;CDMTY,STATE AND FEDERAL UNS LE AND ORO'NANZ -K4LL AND MANES T5 BE PRE59/R£TESTED PMOP m Am AT WATER MANS AM VACUWI TA^E SFNER AROERABLY 10 FT. wmff AP%M.ARE N nE ELENT X A COVLA14 BETWD:N RE GENERAL Atl/ES S LEWOE]E STALL BE CLASS L 4,000 P5l YM/M/Y DOA^RE394E NlWYES AND P g151OVER SFRNa3 MUST BE MERM/PTV Rff Am A T[EAST,T FT.WMYUY. AID CONSRBJCTIW S'ETMCAROIS w nE3E RAMS AND W C MACT STRFNGM.UAEES NOTED ORERiMSE RENFORIXD 91IL1 BE WADE UTC/IY CoWMY SMLL W INFDRYED AT/£JEST M RouRS N ADYANS OPANTY CR RPESSURE SANTARY SEWERS WASTE WATER FOPa'YAWS OOQIAUIIS AND SPElB/G nOVS N THE 9'ECBTGMW BOOOO£O- 60 OD DMlED STEEL BARS N ACCDDANX MM ASTY A-615 ro VAVE THE NECESSARY NOTIFICAT CUS/DMER JERNCES 9DULD IX REClAYm WA]EA PFETERA%Y 10 FT.ANO AT IEASI 6 1..NAY BE QWI MACTDP SHAG WWI WI6TlETI IEOJEST FOR 11AMFICA71W To]K B,EMSWG ASPHALT SHALL W SAll-T ACWG A STRIJOIT LOW N NOT BE NilV?,AF ED FDR YW MAN I H"S REOf/®m J FT,w BOTTOM IF WATER MANS IS AT LEAST 6 AREAS IWERE/T is ro w REMOVID. I&POLYEMNENE SWNS iUB2(G 9IALL BE DDOPER n/BE 92E CTS, ABC`W 1W IX SEWER. 4.TIE CIXMACTOR SHNL GAN CtlYP(£E FAMUAMTY WTH INE PRDECT St"' /Na/ONG ACCE S UL6rATroNs SVBSINFAX Sol. SIGNING AND PAVEMENT MARKINGS AWv� iED FOt 2W P.S N ACLTNOANTE WM ASM D2TJ s R,m ANY PART S LW-SE SEWER MEATMEHT pP 05POs1L ssEA. 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THE RRL LENGM OF l SOD SI,IIL BE RFAAaD OLDP ALL OLS/TNLkD AREAS AS SOOT AS J.DRA AGESTY Pa/ETHS NN-f PPE/TAPE)SU(L!F AOVAJCE7 10.WA]W YA6I5 9fAL BE/ES/ID FOP IEAKAS N AGCWOANCE MM fAdl S"CnCN S PPE MD FlTINCS SMALL REST SO/DLYW ME RPE -09CAL AFTER FNA CRAONC m PRENTT EROSO. SOD TNPE OUBIAS SYSTEMS IDS N-I1 RA'OP APm%EA0 ./A Ste, M`D.wM gECESQO IXCA YA nOV ro AOLTN/w .Ba""N.MD SIAL YARN EMsw UMESS DMERw SR'OF1ED. (X.YIR/NGS.WCNOPS Am SU`F,Cf? STALL BE PROVIDED MERE A ALL DRANAX RM XXHiS STALL BE wWAPPED WIN MER FAMBG II.WATER VANS SMLL BE O FFCiEU N ACCORDANCE WIR A,1f51/A WA NECESSARY AND NFEIRE TI INOCAD W TIff DRAWCS FTAR EMNG FAS 5.ENTER FABRIC SHALL BE AS MAM/FACTLwED BY WAR W REPROVED CBSi AND BACTE%d.OfiCAlLY IES]ID£OP mCOVgCUnIE DAYS NMK INro RACE. 7r16IG5 SHALL BE NDEPENCFNRY SUPMRiFD. EWVA(ENT w ALLDYPOANFE MM SECnOV RBS S iNE FOOT STANDARD TEST IEPOTTS 9 BE SVBM/TIED ro ME OWNERVENNCl ER wN J PPS SEGV£NIS 9L1L BE S SHORT IENGINS N AND WT X EAIX SPEdFlCAnINS O/I/N S QLSroOY. 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M� ^P 1 VALVE WATER FORCEMAIN, lrt.mnlm0m t er•iM^ Water MMn S1Y"-9D°BEND TAPPING SLEEVE CROSS OR DEAD END RESTRAIN RESTRAIN A IFtED VVATFR(1) 12 p MmuM'^ �— UPPER CROSSES SHALL BE RESTRAINED IN ALL DIRECTIONS BRpt6cH N N;` FITTINGS A?VTTH ND VALVES NEED TO BE RESTRAINED PERSTRAIGHT REDUCER TEE REDUCER fL�STANDAR DETAILS NEED T EVEN WNEN THFITTINGS R VALVES ARE CUT IN AFTER THE INITIAL ra Ntwrote 3 R.mnmum PIPE INST DUCTILE RDN CEMENT PIPE W[LL B WCfELE IRON PIPE DUCTILE IRON PEPS LOWERREPLACED DUCTILE IRON PIPE ATLEAST DIAMETER 6' - DIAMETER. A. 10" Ix" A.PrelerteB fi I drcs prNerTe4 45°VERT OFFSET THROUGH THE RESTRAINING LENGTH. vAcuuM saElrtgar sEwER w13 n.mP mam — N�mn �" d- "'1--�--�-� DUCTILE IRON PIPE HORROWAL,L(FEET) 45°VERTICAL OFFSET(FEET) DlBm , uY... ilk' �� UPPER LOWER B- Ntamrte b R ID" w _ w MEO W b R M^ m 1 i a 10 3 ZO 3 C Tr SANITARY SEWER,(3) R.peemreD 112�m 0�N�° �' i 6 U 8 11 6 VSFO0.CE MAIN, 'rc1w.UMhmUWm•end MN PVC PIPER D PVC PIPE fi_MR prdrrtl z 8 20 3] lb s 6• 12' ——— — 19 t9 6 d d3' S8 10 is B1 22 d 6' PVCIPIPE B 015POBAL sACYSTEMTE, iDRmimmum HORIZONTAL.L(FEET) 45°VERTICAL OFFSET(FEET) B• 3 Diameter. Ilk° zik° S 90• UPPER LOWgt E� 3 5° l31 31 l. E (3)wATEn MAIN SHOLID CROSS ABOVE OTHER PIPE.wHEN—1 MAW MUST BEBROW OTAS PIPE,THE MINI—SEPAMTION IS 111NOIE5. � (i TAECwMEO WAT REGu1ATED LNDER PART 111 OF DwTER 62-610,FA.C. 6 a5 s THE NOTED REQUIREMENTS WERE CALCULATED IN ACCORDANCE W THRUST REST lg I_ Ill 3 Fl.FOR GRAY SANITARY BFWEP WHERE THE BOTTOM OF THE WATBP MAIN IS RAID AT tEA5T 61ACNE5 ABOVE THE ra of THE GRAVITY B it 31 59 6 CALNIARxi V6.]BY EBAA IRON W ITH 111E FOLLOWING ASSUMPN.Ms: (4)I8'VERTICAL MINIMUM SEPARATION REQUIRED"WWS,UNLESS OTHERWISE APPROVED. 10 s 11 25 13 71 So ] SO.LOOND ONS:SRW ISW,sp,Gwl RATING CONDITION. ,SAND BEDOI.,BACKFlLL COMPACTEDD% u I I I W1777t YALN_ ARATION 12 3 6 i2 29 s5 Bl 35 ] IF FlEID CONOfnMONS DIFFEP iPOM31HE ABOVE,CONIRACTCR SH NOTIFY W WS. d L NOTED REQ111REMENTS WERE CALCtAATFp IN ACCORDANCE W f0R THRUSTRESTMINT FOR MITE A CUR THPN INCLUDED IN TIE ABOVE TABLES,ENGINEER OF RECORD SHALL NTS CMCUUTATOi Vs.I BY E60A IRON WITH THE FCUDWING ASSIIMRIONS: SUBMIT GLCUTAnONS FOR EAC Nl REQUIRINGRE—NT. I--• W Q SOIL CONDITIONS:SAND(SW,SP,GW) O LINING CANDIn 4,SAND BEIDiNG.B l.S CEAREoED.e% r ` O MINIMUM COVER:3.0 FT SAFETY FACTOR:15 GAPE MPE IF FlEn cDNDInONs DIFFER FROM THE ABOVE,CONTPACTDR S—wnw wws. FOR PIPE LARGER THAN INRUDED IN THE ABOVE TABLES,ENGINEER OF RECORD SHALL Q. 0 SUBMIT CALCU1=N__EACHJOINTREQUIRINGREBTaAINT. ) s _ Z DO HIES p N BpTTnM a aoq.wgr BASE — ———— Z Q Da ExImNG GRourm ` HESTORATA11001-1. 1w uD O \ T �IX15T`_MAW. O Q \` RESRiA1NED Q !] TAPPING VALVE p AoNE EVE M ALVE COLLM(FIG.31]) NON-PISING sift-1 (NFSTPAINEOt (RESTRAINED) EUITA,CEBOIXFILL TlooND FlNISH®GMDE COMPACTED 10 AT LEAST I04% MgxIMUM DEN." LJFT 6• u s,PER AASHro s�c'No.T.9x. 90 BENo S��KFILLPLACEDAND PROJECT NUMBER O AT LEAST 3D0% OF MAKIMUM DENSITY,2- f3A-2018-02 _m 512E,,6'uM,PER wsrAME scaev TE�cw ° AA -99C, E VALVE Box AND COVER BEND AS R _ ttUG FILE NO SEIECTBKKFlLL PLACED ANp 30 MI COVER (ANCHOR NOTsH.WN (RE51RgINED)� -7 _ DRAWN :M.O.A. LOMPAC]ED TO AT LEASI90 REVIEWED',D.G.M. REST CN BEDDING vROPpS®MgIN CHECKED:D.G.M MA%IMUM VA— SHAU_ SIZE 6 f S pER ] AMBHFo SPEC.NO.T-99[. (PESTRAINED) I PLAN r_ DATE 12/ 21B W0 BEDDING MATERIAL SEE NOTE MAI RESTRAINED TgpPING VALVE NO T Na4,RIS,-STEM iR ISSUE REVISIONS FOUNDAI-O H R IXISnNG MAIN ` EJUIRFD IN UNSTABLE SOILS.SFE NOTE No.3 ——— I P PE O.D.PLUS 2011.C. ——————--—— _ 6'BEDDING ROCK NOTE$: 9°°BEND >r 53 OTHERWISE SPECIFIED,BE NG MATERIAL SMALL CON (RESTRAINED) 4 1 SELECT BAIXFILL MATERIAL 2'MNx.SIZE,COMPACT®TO AT IfABF 10% ,WHEN VALVE IS NOT LOCATED IN PAVEMENT,ptACE A WHITE REQUIRED OF MA%,DEflsilY,6^LIFFs,PEP AASMTOSFEC.NO.T-99C. (RESTRAINED) PROPOSE.MAIN PAVEMENT AEFLECRIR MARKER IN THE ORIVf LANE,gD1ACENT z.W1631E REQUIRED,`"-TPG AND sHUtlnc sHN.L BE IN gccQPDANCE is THE VALVE. PLUG wml osHA RFQUIPEMNnS. z.OPERq——SIGN SHAFT SHALL BE PIID✓IDED WHEN SECTION cROss (RESTRAINED) S H E E T T I T L E 3.WHERE UNSTABLE SOILS ARE ENCIXiAITFRED,INCLUDING PEAT,ML C OR OPERATING NUF is MORE i1N612d'BELOW TOP OF VALVE K. ORGANIC SOILS,ELASTIC SILT AND C1AYS,A FOUNOAnoN IS pt DUCOIf I0.IX1 PIPE IS NOT gC�PTABLE FOR REDuiRED AS DETFxmNED BN TIE ENGINEER CF.—.. VALVE�rox RISER. WATER DETAILS ALL.bWTS TO BE RESTRAINED BY APPROVED METHODS. TYIRtr•AT TREMM S H EET N U M B E R L 11IGNE L YALYE RD)(DETAL TYPICAL CONNECTION TO EXISTING MAIN C�11 NIS NTS NITS TRAFFIC TYPE FRAME h EN,m GRADE RINGS U TRAFFIC-A IImSH GRADE mAME h COVER 4 -INIEH GRADE T a w B illQ W EGST CD.^IORETE 'y1 -t RADERINGG n ?i NT AR. - h UPPER WALL MIN - NIN SEALANT c � IKEY LOWER®UPPER WALL) Fi ^ M� LOPE t"/Fr AccEss(MIA lB`MA�NTENANCE Ma a e W uCTURE ONIvI 1 PE ansloE DIAMETER MIH ROUANOCWEPINCE ALL -(SEE NOTE II h'CONCRETE STAB 3 1/Fi SLcaESEE NOTE 1 (DST moNOUTHICALLvh CONCRETE OR FOR P—STMAINTENANCE OLITHICALLY WITH WALLS RICK BEDDED AND ACCESS STRUCTURE ONLY) e CWERED WITH GROTTY PRECAST IDAIRETEDS 1 MAINTENANCEACCESSSTRUCNR ADAPTCACOUPUNGNEDVRENEBDOTORAPm.V DEWAL RICK BEDDED AND ARE REQUIRED FOR Al PIPE MATERIAL OR AS APPROVED BY W Ws. wITi+GRDUT 2. MAINTENANCEaCCFsS BiuUCNRE WALLS TO BE REAL COATED INSIDE ANO OUTSIDE WITV I6 1 NTENANCE BEFEss STP.UCIURE ADAPTOR URINGl W NE BOOT OR APPROVED EQUAL ' .TIICKNES OF FOAL TAR EROMY.THE 1:[COAT IS RED aNO THE DUE COAT IS BLAOR. ARE REQUIRED FOR ALL PIPE MATERIAL OR AS A 3. U PT HOLES THRDUGH PRECAST SECTIONS PERMITTED PER OSHA REQUIREMENTS. MAINTENANCE ACCESS STRUCTURE WALLS TO BE SEAL COATED INSIDE A.DUTSIDE WITH 11 FE MIL ICRNESS OF COAL TAR PRO%Y.THE 1st COAT IS RED AND THE 2Utl COAT IS—K. T a. ALLOPENINGS SHALL BE SEALED WR'H WATERPRODF EXPANDING GR:OITT.SEE FIG.322 3. LIFT HOIES THROUGH PRECAST SECTIONS PERMITTED PER OSHA REQUIREMENTS. 5. CHANNEL—BE CONSTRUCTED INSIDE MAINTENANCE ACCESS STRUCTURE TO WATERPROOF ExPANDING GROUT.SEE FIG.322. J DIRLI_MRUFNT I—FLOW STREAM. 1, ALL CCBNiNGS BE SEALED WIFH h. 4 HALL BE TYPE it CPAENL MEETING LATEST ASTM REQUIREMENTS AND A ROW CFMNNR SHALL BE CONSTRUCTED INSIDE MAINTENANCE ACCESS STRUCTURE TO I I PROM TH IABOPaTORY CERTIFICATION CN PRECAST STRUCTURES. DIRECT INFLUENTINTO FLOW STREAM. LL.I LLCDONCRW ES 7. THE EITMNEY AREA SHALL BE MIN uM OF 12'IN AMINIMUM LL N.ETE SHALL BE TVPE IICENENT MEETING IA TEST ASTM`REEQUIREMENTS AND _ OF DE RINGS SHALL BE INS LID �, LANTI ECOMPUND IiH Ia.BatATORY ceRTIFICn PRECAST STRu s W QQ M EY aPFAGHAIINIMUM OF4'AND A MAIL=H'22 IN 2 S7AIA5 OF "ENADHEST. MINIMUM 0 E C E M N 2 IFlNT LU POE9. D T42 CCVHENG F NT N IO A SAND.BRING MORTAR UP OVER FRAIME.INSIDE AND OUTSIDE OF CHIMNEY BRING MORTAR UP AND OVER B A NTENANCE aC ESS STRUCTURE Fl A EON 2 S IPS OF SEALANT PLUS A BED OF ( O FRamE PORTIAND CEMENT AND FU-JEA SAND.BRING MEPTAP.JP DVER FRAME. I� W lL §: APPLY MORTAR COATING TO INSIDE AND OUTSIDE DF CHIMNEY.BRING MORTAR UP AND �,/ au i MHO E FRAME. 7 Y QU MANHOLE NTs W Z N in Q O Q Q O O P W N OF BOTTOM AND ROW CURVES Q PROJECT NUMBER BA-201 B-G2 FILE No. DRAWN :M.O.A. REVIEWED.D.G.M. - CHECKED'.D.G.M DATE : 12/1W2018 ISSUE/REVISIONS i TYPICAL SECTION 1. 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U.ND,SIDSTALE OR DFADS SURFACE, fl1'P)� DACX FLDP PREVXNTXR OBTAIL4.1ITRfi DEPM991ENr CONNECTION SHALL BE OIf TBfi BY—SIDE TN£HATERSP VALVE, 5.FIFE DLPARTYENTCONNfiCTION StlALL BE A NIN(NUY .-o rxvr rm'rwuxee cxArr n ms vnmr rxm or mr sru +r i r+nrvx xirmt ro I R.Irw x°Pra wr srrsm AN XrwN,D rrEE�:R NDT&S.• �ro oN THE B TTH ..w�`cax`v'xv s1AYEsa rovn£ PSVE M AND rnsYAN£ r—EAVED rrx,rw urra sue u«ee I.m.� a m ...r O1nteexwx�r.+a i m.-I*.n-wa v.�mW,�.is urc.. w upnu pxwxaewV imw xm,s mxx i rtn a wvae 6 a(dX1NPLE:INS A-10N ADDUNI FCSS rS 60➢0 NfAP ROAD- TY6000'J -� ^o lr.x.•4.of I~vwnuni. '°°°wi sunr r.SZWEsB CONNSCOONs SHALL BE PAINTED FEB.US FIRE HYDRANT AND FOX ON THE SAME PLANE DETAIL F/RE LANE DETAIL W r Ymrt rrxx rm„ou mxu arnnr N.T.S 0W U O /n W LL L € N W 3 mr rm aAa/,)ser ax rxe rsrvrsxa or rxrxxow rr,osesrAro me xmuMLL Q U Z W ox uxarimn arx,PrDYxwo. I /... _ eaxAxmxv°sx Q O 0 Isl AxrarvrDmexawexrs�rm ecus rirAexssxAu.rr x� M � Z ro rxe x.°�M u r rxcx,° E > fart.wrt Irl a' w�"Nm boa Q r r xp 3 PROJECT NUMBER BA-2D'IB-02 xse(u.F.rosJ a G1 FILE W. vrx Aw sx.r.a,rrso "f DAAWN :M.O.A. REVIEWED.D.G.M. CHECKED D.G.M ruw xucr xsvxur Y D 1ISIONSR —T ser xo f ISSUE E I REVISIONS (ser xom (arr xpm/a) re N-� I..IDee xorX M 3 _ AD= I All TYPICAL CURB NARKING Nur per orxvrr xs AaxYr.s. AT HYDRANT LOCATIONS ROAD PAVEMENT MARKERS N.TSSHEET TITLE FIRE DETAILS SHEETNUMBER C-14 ASPHALT DRIVE 5ro — �. I M'(fw pa sh.J IL � s � PI4 10'40"r 211 25' l LEGEND © t t 24 �► / a3 3 '�� 1 Ii e _.1 ur'&A, LofMhT O� - Ca! M1� n shh RICH —�1F—W Y a �� '+ t a• i � �� r ! �I � J 0Ju Q I oti _ TC I �� 9 V ~ _ Y o-rnanp I IN Z ._. U ttr. N(44WWW& Cl I W - �rrr Ame vrmA" Z 4 Pi' AlffktPORT P T € Q z r !C + t OOK 1 "'CAE 'ARD COUNT yq, FIP(T L o 10TAX k' R 5042 Z R 010 J €' 1 CD 11`III c&n rEe1 a j I a PROJECT NUMBER IIA-2011-02 �ll3'� - 3"iY j Ian gg FILE No. DRAWN M.O.A. REVIEWED.P.G.M. CHECKED OG.M F�nh P" $I DATE 12/1W2019 r_.oq ISSUE I REVISIONS dPC(.' •4' E* J^ € sr exr: � /��SIV e5 ?^ 1.5,IA.[v.� / 1r4r' JN.4Y _..._. .. or �`gk�ij uncs�� • , SH 'p"PoN SHEET TITLE s G'IS SYYPPP SHEET NUMBER m 0 _IA j--- —r ,' a W C-15 k. _ __ r 20bJP4 wau..rc I— _vrirc fix— ae o�cn Haas[ Post Options: .G ' NPOES Softwood 21'z D/om. Stomrwatx Pollution Prv` tion Plan(SWPPP) Softwood 2"x 4' Option/Post Positions Principle Post Posit/on Hardwood ly.x 1Yp"Steel Min. Did. 1.33 Lbs/FL (Canted 20'Toward Flow) nE 03`n?!I R A[OB1FD ro AOEIE ro IAC REOBw1BMT Q'RE Filter Fabric(In MA1IaTAl.POIa1gl OSaIARE FLBwLAROI sr(swm�pls(Jt�ncs? 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Spacing F Type 111 Fence to be!n = rawl3A� IE ,Q,gjp pr AIL '"` accordance with Index 102, Sheet 3 o/3 7 U E sTmv N4'6AOMJ EL r BE OAeG1OT OMa RT/S'1ALCIIp{ L (p a nE#MEMM AVWT EL MXUD&BUT Ls NOT LM TQ 11E RALOT Type N Sflt Fence Protection Type N Silt Fence - — N W EIInxm t MIE AAD pAyslrwnW W RRlONl1 ILAAE'la nE N>PEmm Around Ditch Bottom Inlets. �i ED DAM E N9T"m RATiFALL MTA PIAAI Lw>eewlnwu EfA W ro W > s1wPP,AC1KT'S SN GCRw flI BY aWE AW AMf#AMVIT OF MGOCMLIN E Cn Q wN I .. wow AM B/EE4TIOl eLE3 MOT Lpl mr NQPJIr LF � Z FACILITY^ WIN ��7W� rnE Do not deploy in o manner that silt fences will act as a dam across permanent flowing p Q watercourses. Silt fences are to be used at up/and locations and turbidity barriers Q O BE I TIE PALL AETM A O tF nE sIBMI^AIO ALL AE79EQ used at permanent bodies of water. AECams AW Dommo xim AEOB®or IIE POW AT IK LLmmmim ar AM AFTI DAM ALnIBAAmE LOGnW AT RAIDED N nE AonQ SILT FENCE APPLICATIONS CrLF IMEWAT FNlI nE M1E a-MOE6'r NMnW ro AE DAM OF FB/A[ STAEQA nfN RE FEIYTRE PALL AETAN GTPES ar SIM9 AAa ALL AEEawrS AEmRO Br nIJ FTETT,AAD Eooms O<ALL MrA I.®ro BY AT LIE NER IST(,Ja WARS FROM I E PAW MAT RnEE F9EEET ar,fFROAr L1A Y S'AARaIMA F E)em PROJECT NUMBER BA-201E-02 EILENo, DRAWN M:OA. 1 EVIEWED.D.G.M. CHECKED:D.G.M DATE 12ft2018 ISSUE/REVISIONS 511 LET TITLE SWPPP DETAILS SHEETNUMBER C-16 V N Crass road G - 2- a e eL n d eL e, M` n aL n, U 30 335 210 Isn 3n 120 J95 190 7n Sln 3En JJs 11a�� 35 390 ZJS IJ5 35 490 3d5 2" 35 595 dZ0 165 — — 40 745 335 100 40 560 395 180 �- d0 6H0 d80 305 t � -�_�- 45 500 350 I15 IS 630 dJ5 J80 45 J65 540 310 30 555 390 I50 50 700 495 310 50 Hd5 600 ]l5 c 55 610 430 1J5 55 )10 545 345 55 930 66U 015 Liatit OA C/ear Siyh! �C -�Limi!01 Clear Sigh! 60 663 470 WO 60 Hd0 595 4JS 60 1015 ISO ISU r 65 JZO 510 315 E5 yI0 645 OS E5 31nn 190 d9n aC dr passenger Veh10. SV Vehicle C9m6,iiatr Vehicle �TI SIGHT DISTANCE(d)AND RELATED DISTANCES(dL, dr)(FEET) PICTORIAL 2 LANE UNDIVIDED 2 LANE UNDIVIDED -Q crossroad i za Ju �9 ui of O w t Q Z tv W r - Qovo ca -- Cl) / __ ________________f__-_ /6__-__ PROJECT NUMBER 9 i t I � Ir � � )r) sA-zone-oz 4 _ sg FILE OFAWN M.OA. REVIEWED.D,G,M. 1111111 D.O M F� .A ` g qa DATE 1L19YL018 ISSUE I REVISIONS i I f +41 ff + t<�}• ( HHEETTITLE Np SIGHT TRAINGI SH EET NUMMBER � f . s w, G-01 REVISIONS miaL m'-c'POLE AN 02 2019 ZWE E,srEa,DARK Et�p w��eRoi Re P EAwU AFTER LEVR.iNG ANN iURER 6Y MRP Uf .e $ W� G d p Pn, yae Jap ps,}.1 Jxs Jez J.z Jw... Jm J�z. D+ Ju�J.a.. Jse Prr P I BDi BDi G ESN —E 1, J P" JAx Jm lv' Jx P,x *P.es J+ j.ax Jee J.ae J J^ lss Jn yei...-ym I'I CVRU(—RE—SE NI) FF HA iivv . P N P d ss >L i .N,l,m : m ,e J.0 dre J.x, li...yJ.ie is J.oi Jn P.e¢ 1 7.n y.e Jss Jao Pm :o . �� kk�,�W�,R�NG erv-ave NZZ ————— W¢� F6GNSWGNGMGccg0iECi0rv�GRGVNG J Psz J.ee Jaz �z.z¢ Jus J,s Jr "._ ,yw J.so l.s, i.¢..a°' G Muu MVM _ P Pea Ja¢ Jos E�,pr��(c o putE,q sNo E[RL SO r aRizs ed�R�REGu POLE BASE GROUNDING DETAIL P ps0'. �'° Jox Jsx Pes p.z `I�: P.,e Jm yie Jm. 1.E5. CLR G.L CUYTRACiOR� SH L T gP,1�LMW NG� ENE—IT Jm Js BO7 B—Y5iRrgOU1 C TVNRUg L STLLNE O 1.. o1.µA T 1BD . uocNnsrnMw Lcrcr(Poc AnGn—RE) TE As Q wrze i T. o GE r a�nsEGAtiv uN sn mGM DAGR Ee 1 ♦ "LL pm psa J.a, a n P sz y xe s±?. p. F Z ## @@ x O Fsr Pa'': Jm JaF �4 Ja, p:.1 les pee J.« ps Jsss° pv Q I—U \ N(] p.n ym yn J+o Jn^ Jv Jm. Pse p° ,ym Jso J^e J'¢o P9, ', Q =O -_ F m J, Ju'. yn Peo y.w Jro J..�i -0.sa p,x J.»-.4"' yr¢ JAi Ertl Q Pr J,s;. P:ae: J:Y Ja^ J;o J.i. p,ea pxz P.za Jn9 J:.w� f., Jn 'i rn Q N Z U f¢, J.m J.n J,r J.ee �+Da., O I ' O I S z J.u. Je' lnti J-" �iza �ii Jaa y°° J¢a Jn.. Jka 3 z JP' p.o tz.ca ym - ' S pao 47 t a IU p:n Jrs Jo J.es J.re yv Ja ye, Pna Je J: l.is J p.w 1 i' yai Jn '¢ ,. H 3 �P Pa• P'x Pa° 1+� J" 1'" CONFIDENTIAL Pa. Jsz Jsi '.Js, yv Ju Jw Pn J.cs p.v JDe J.zz D¢ _-. �B01 4BD1 ,..e AUG 28,2018fe BE#08-0318 e O BDYT ENGINEERING �SpTE-LIGHTING PHOTOMETRICS PLAN T 1,HgR10N,AILB62959 S L 1 .1 618-WA-9418�/ t FLORID UCk W192 4e REVISIONS oBIGn pm EP4Pv NB DIALux DEEAR EEIEEI Stem 21 Gmmd It x I I Su,faea 10 Value Chart(E) bea Dom. WomKodrlffi. Laae x2b. -Lwft --LED-0 &tiro to < U < U E.Ri E NJ nl.:" < D < .......... E66248�6J00 w F— AP CONFIDENTIAL AUG 28,2018 OIT ENGINEERING —BE#0"318 y CARBON ST y MAR ON,IL 62959 1 BOT B' 19 SL1 .2 im 618-64-9418 —NUMBER 17037 BE -1 01110lig + 1114 L TIEHHIw I HHIr. „.I .11AI. k r I A m ............. F-A MnH—D—NET7 I—TEE1 ARI-1 nm —m—Tj 1-1 Cab Z --------- - F-- Odel a d9 < 6 2 z'o 0 0 of - w —-—-—-—-—- -—- -—-—-— 3 0 A El El — ---------------- --- Lli z�E z L L 110 < 11 J� A� 4 (1��46 0 1ST FLOOR < GENERAL NOTES GENERALNOTES <2 TI 11 INE- 2. —Al —TE.1--IAN-1-111 TIE ALL—= I 'T I 'I E.... �= ry 3. El8T�Al�AS= IINIIIal.11�UIIITII.... I "E'__T 4, � -2T DF�E�R E. ETAL—E.. centraldesign ZTI 71��A Lj� I Q, I_, I UNIT MATRIX LEGEND group 11 I IT. 9P 6, CDNTRACTTR TO VER11-—NIINI 111 11 IEE I EI IT E=='S� S===VS 1=;� UT-2—L—T �E FLOOR PLANS rw IE— —LE oouI ST FLOOR °r H.a�.� .� H� A--11 IEVOIE 11— _11 11-11IT INI . .......T'--'LL—'Toawt rEwr°srH AI.EIE" A, AN --EE 'I_.E_ Iu— a"r'IT-- ITAIll. -I.EI 7 �—I. =,1.1.1ATEETUR :Ho T-1—D—1—H�HE Pl—1-1—P-1—IAIII —11. --E. A ll I o e 17037B s sovsa'IT, I IIR OIO Oi0 Oi0 Oi0 w j � i ;�E :� cm V p plPl W Bcm u q _ — i GMUM. Cm E " 410 ji i0 Oj0 Oi0 Oi0 Oi0 i � �� Zg I_—_ _—_r_ _—_ _—_ _——_ _— —_ _ _�- _1-4— E w OU — Uj EA- -----I--------------J — — 1—i— — — J— — -- --1 — — — -- L — — — § I— 1 — — --J — — ~of z I I j l I i I j I �� i I I I j l I I wO as I I I j l I I I f I I I I )m d' J W I°'.�>KI '-' .,I, Ta I>-0N 9..1,. I,',,,r ..I,n I .u� I I,s,n I, � I i I S 4U rc g to3 La ae„t �tw„r i,'i,m Q O W W u . ,3 1 fr11 T b 156A 1�16 1] 1B \O a o Z U� ae i Qco 0 Qu �2ND FLOORn COD) centraldesign group II FLOOR PLANS 2ND FLOOR A1 .2 o a 17037 e E slue ogre (�z J Ya.8 a s s �i) (e; e) .16.. ( tz �3 1a a ts, i6 `� `g 01/10/19 (� (� l s t a na s 1 1 i T T T. E -„A nnl,N nnl„r n�hN AEII FMAJ m N6 w� e � n I I I 0 A:5 �b „{� ® z �, 6m x] A e IE TM E �l o i m d N 0 Z R %e 0 N Q s — — C] - — O W J J w� LL- ,E - _-- 00 ---_—_—_—_— _--_—_ _—_ _rl_—_ _ _ _ ,.. _ _ __ — 1_ __ r__ _—_L_ ------- --- — I— — — � — —I — — 1-- — ---- I j l I (DQ N 0 C 5-t eN' s•fi s'a' cd 5 SN' sa' kd^ r 6a kY ae,lr a-p' 5� Bff E59' BBO' M':O tB' �m I. IS,N�I .]SN I I•n,N I I'',,,r I �,.,.. � - —_ LC�,:6„e� f, „�.n.,N" �, n:nvr �, ,.am �, ,s„r �. ,,e,.� L ,ia: L _w_. ,� ,_a+i.�,—,�s,w "' r�5�a,lr�, z.,�a.,,r L r.+—.� I—LLQ1 �i7 10 11, L`_) (13. (ta).4 02 �,6, n Q =WO `l -3RDAFLOOR � Q 10 a C3D) centraldesign group II FLODR PLANS 3RD FLOOR A1 .3_ e 17037e s:n oI 3.B 4 6 B ] e 9 i6 1oI1 i4 \1T�3/ ,I� IssUE os.rE E 01/so/1.9. I I I I � I I I I I I I I I I I I INN I I I I 1R1]]NY� R-0'5'-I IN' Rn l�ff Rd p-0fM SA RV fA„p 6v Sn pa uM R-0' RV RA 6e' R-,w• u_a' 6'L' _ I I ( I I I I I I I I I I I I I i A O �l Ej O R�L 'nab' a •O I o r °5 .oBEN m,6 rz F-> Z m .- e -1 - — -- — „ O 4 ^ Q Q 0 of " " i i0 ji i0 Oi0 Oi0 i Oi0 _-_ _- - - Z W C - -_-_ �II_-_ I-r i_- __ _-_1r_ Z_w F - -----i- ----J--- --- -i-�-- --- --- -J--- -- -- --�-- -- -- ---~` --- --- --`-- -- --- b - -- - 1--1----------- ----I------" 0 - �o � I I jl I I I I I Z� z>� 1 I'Aw f i' LrdLi L LI lil LpAi pL Li lLf, wl b V 36 4 .V b b ,f „ ,2 ,3 "-,: ;5 ,8 1;. 4Q O a z =9 4TH FLOORn Q o o a centraldesign group II FLOOR PLANS 4TH FLOOR Al .4- a.a 17037e e 1-1 lAll 01,10119 _—:__---__ AN IHi HATEL lYc � "- � 9 % W, `i aAo riwrt uuxisruarvEv 107 F ff-7 >1 —a 2 Zg FRONT ELEVATION p a N J m L1 -f K� w O$ z qa=O zz w U — ~0 _ Z F F >Q> N S Z ----- - -- KEY NOTES: D COLOR LEGEND �ED 2U �o LLJ YMxma rw�w .uEwvnwo.�o._aE _ r xtWnFxE te,uc esxexox Q 0 co W Q HO m 0 Q u TYP rp *U —-- — — — ��m �aE�< < centraldesign group II aw g EXTERIOR ELEVATION a- ,omue. FRONT&SIDE SIDE ELEVATION(�) Al o e 17037 B E s s01,10119 T REVISION S iA v" _ _ _ - _—_—_ _—___—__.—_—_—_—_—_—_—_ _—_—_—_—_—_—_ _—_—_—_—_— —_-- _ _ _ _ _ _ _ --_—__. AxavEi ,Yo rry.sz _ _.m._. _—_ _—_—_—__ _, _—_—_—_ _—_— P— An V A.Iu.B•_--_—_ __ a lam, _—. _—_—_ _—_ _ __ —_ _—_ —_ __ .—_ __ __ __— F e Z �V IM n 7� 0 o Q —2 Z irn E (' REAR ELEVATION O o w� o- a. �Z za � z- w Ov —� x� 01 F-¢> 110> Z Cl)CO KEY NOTES: OOLORLEGEND ... E o �a E P n� D o na a K Ia l„a OOU)DO F oon ��,w„ao>En. Dana a.,omE.ewi�w.xa >p Z U i Qr�i� Qu -- - MEN CD centraldesign group II +WILTWS EXTERIOR ELEVATION REAR&SIDE o rySIDE ELEVATION . �� a.� a A7.21 -��v��.� �✓v'v-� ,.w. .�✓�✓�, �.. vvv� � �✓ v- ��.w—ter' vv—��^-��.�v�. v iv '�i-v o; Il a< NOTE j! han33.cc Y)Rd —•�.------•• - �. EANDCONDITIONOFALLEXISTINGTREESIPALMSARE i 5116164.13;4 LA:i .r=... _ � ,n PROVIDED BY THE CERTIFIED ARBORIST.SEE ARBORIST REPORT. 3 s 2. CERTIFIED ARBORIST:JEREMY T.CHANCEY ISA CertlfiBd Arbodet-FL-0782A � ph:954.612.250D 3. TREE PROTECTION FENCE TO BE INSTALLED AROUND EACH � p TREE PROPOSED TO REMAIN.THE TPZ MUST BE A MINIMUM 3 E,s7s.t6 E,sz tiau H OF 8-12'IN DIAMETER PER INCH OF TREE DIAMETER n �t 926 6 C.[AS- MEASURED AT DBH.SEE TREE PROTECTION FENCE DETAIL ` #10 AT SHEET L-04 1 j 46 IREE tNsrosnIONIAKE . I ,. .4 es 9 If1 I - p 7Y PAR A 71 S f fts� (1 IA OZ RUNWAY A< L ARPC7 AT ��!fT C IC.fi'?OGNfl Vhf 7120NA )CC VI I371 r z'.A% X II CAK14 NJM 1? 'G4J i0 48 00 0 d IJU brig TI M • ' TREE MMGATION TARIE Q qJ11 - / { : Sunshine 5 8G 04 41J 'Atr � 1 State � One Cali ma E364t3E E NOR-� 1 e 9.'E17E..74S F AS NOTE:An attempt has been de to show the approximate IoT amon,size and conditions of the OieM1 +rran existing t—sipalms on the drawings.The compieteness and accuracy of information shmn cannot AtxRa'+ed e. wEM be guerenteed,and it rs presented simply as a aeid.. Know what's below. 1.14013 Call before you dig. nil . a C z- LANDSCAPE LEGEND, ura4Nq urn6paPPMa uatwriaxssierwu BCpaeiofO.nB ! 1 l - aproa, �`arzx^m eu anpnw°rgU°w EY 7 HAM 7 HAM 4 OV: wwafwu ror swnrap s,ocwNkv r�no*,rw vnv�,s 91°"�" ] w.wrue.w isaap:run vpsrns,.0 sc oarNrap.farn ro wop.f� gS 2 OV 21 SPX 905 SF SO O r,rcpapm swnE iiaa t .:wnrene:snp m""`.w eE w°s"ru.m waa"�Y1wv rrt«cnrpc�.xman }' Slo�ered _ i. cwn�renNE°n"uvWir•Nears N+Fw a -- a a a we u4a.war .p�ra�apN -. � -.. - -_ i .. - srrnu mee r ..•w•oo noc ar µk1w�aro�w*W uoe nccaeswnrs �] ' -_ �Ige O °RpP°8E° a nc e++wa�onaeruu a�e"in w`iEonr>,•oc so�wrocrtew.ensof�o I BU _ --- a fise'r po'napa a. seenvrr+p.+rt9wreriui�umiN1ON.o d / f ,a kW D1 .Ew 1.IN HFIBrrtar+s.RK'Rn pHFe 30 HIM G nN�oxo —.Hn,ram Ho camsf.��roa�s 47 CLF -.tPlace . '_ _._ - y pavuscu was vunf ,,.afp:oE esiow we � @ 1 BU- 1, 22 Rf ,,. 6.8,,rD naao..s.msw•ewf.».=.o.vp.:».. gt �t aia«IseaswupN]] nmapawpa'.ra.]nMM.a.e-ncw wbm•aa�aaa pvrr,bisw p �x 4 bROPOSFD FH I CA SIGHT TRI GLE �2t wrw.,readb"O..Y.wweaar`�.e p.f°n1perr.s.aW:p• aa]0r']r z N.r:aa..pww.enw.rw•.ne.f.o..�.e.-".wm.aam�e.w•am, ' - 400 S7IS00 2 CI POWER U ES mrerM.awaM..pare.-.vaAe.fenMa.�e,aM.,u.wM I _ y �pl.•Yw puvYenamranalWs.a Ww•I•riU ponaepe.uwb� 1� l x - -„ � s� T. -- 11 ARA ( .��t o:orwa mu 'a nw`wa�••«•wae•M.w1A°rNrrjieV°Onamm`.ae.a.r�.p wa++e.ba. ffi ppwawan.•aprr,.�a.ppnmwea rwn aa.p o«m_rnarr M ,. Y �.._� o.+abraN•a,aaeswxeemraerpv.nr wawa, 8 FIM •waMM1bsr Wwep pr YN 61HAM i_ ♦ � ` �•6bo-b.�.na-,.parr e.ww.a•:'w+�waafxu•n mare+roppe 1 -- - C - a1Mmw�M1a Mla�nnYr M]»'.]]T••]'.eabtl_ra]f�Mo-� e B x - t0 efed` f]•u�.ap rana•r+ae,w i1..ppw•wwwprp•oa:ppew m•rb -.�( "• 23ITA8 3 8A prprerM cawep�p.�eaer-.rn...wa..pa.>nu.w., 19 CHR 9 6 TRD -� r w ne.ppw.. s•.aMn.as p a.app�+w _ N•bplrgapl•rp.•baac.>.pep..�e eer.rpp.aMar. - Hedge x + t 14 HAM 23 DII 102 CHR 7085 SF SOD a Hed a • ^rwp^rp-+p wrtlee eN a.e n>... '� �.• �ae.f Mpr.•.pua,rMnpMowa.panaa••.e oas.ra ppp.a. q 5 TRD 2 WMX�/ Ij 353 SF SW 1n rr0ti.r.rp."`"f'arp'"e"e'1°ra`..e"r"a:M..:."""'°0�°•bY1°'� a I— -� $ IA<!H' �x �r�� I - 8 FIM -a- 2 BA 1 N oaar�+p.ea..�..•.sMm...-.w...r.aarp,a.o.aa l! wr.rn..«.wopw w.e.r.rr.ppar.paa.o••+.rM w.nw 1 -2- x 2 CU 1 BU u. Nw..mor.w•e.0 wupfare.:..aw p.f..rrf.Mrw. --_ e ylpWrprb bpea pawN p•ti.e••prr pp._ Z fa NYpq°m�w>✓Nb.mplYwbar Mre•appep mary p•bN 'x 2 C'' IiHgbt 1 SP%� n, m»v..,.a�..b:..orp+f°`apu^s rnopw.r.warwawm.m a 1"T- -�- 9 �a u,u,ra°"�rwp rears.w,.rm.e.en rc..pMme.a po.. W III _ 5 TRD -_ xisl 1 TRD rrrpa.....aap.N.aq•b prb�..ew..em.p,].r'a:b-a a 1 400 St SOD 4 WMX 2 Y 8 HAM pin psa•v.a•wa rwa] r..lr era..a to aa-.pw r U a..nerp-e.r pr nw. 1 BU i. 9 _ 121 C1` 2 UH aw•w]a rr aabwe. x : • A. N 'aeMap•awrrb•rwarp�+nr•a•r1rM h]p•bspaas. - --- ---- 5 H M e.ae.a.anp.p�rw.e...a.cp,eam:..o..ar e.�.rnr n.M C) PROPOSED FH ], bmr.p••raor,rbra bareapppw Z 2 SI _-4tHAAI _ i rt ..`�"-'° a`".. -.°ai°r.w.e..wp.araw r..aap":`° ".°..ae _ -1 2 SPX 5 BA eiAg,aw E 46 CHR 9 IR0 - Slag e Hedge I - II 1 Black Olive PROPERTY LIE _ AS in - 3T�1 28 MUH 2 THX -- 2 % - OVERHEAD S pp .. 1 BU - �I 290 SF SOD W , .�- 13 HAM 0- 5 TRD �— I2 T _ _. - t2� RD 6 T 9 1R �8 I Black give D CA 22 MUH xieting PROPOSED FH 8 CHR-2 }� MUH SGHT IANC E Screening 1 «,{. _I b (� 1 a - - ___ -" - _•^t. 4�' --,�' - -- Imo_.__ _- - :j` e' --v _----- _._C ive 3 t - r - 1 Block Ol � t --�- y tfM� y � zisting 72 aF T I C � I � � F \( 3? CI 1 . . •� 10 CHR-2 Screening Sunshine — _.. State a .._ . 5 — One Call ' CHR-2 6 MUH 4 OV Dieppe M. Saeenin9 - -- _..- _ ,baaNd S „a„1 8U 6 TRD 55 CHR ( Know what's below. P i iM1 Hedge Call before you dig. err nave. LANDSCAPE REQUIRE n V w; 5,1899E WAI RIMETER LANDSCAPE ]� rt 2 III 7.020 Sr Z '� 1 j INTERIOR LANDSCAPE loll 1u:� ii=.._^ 1� I+1._.. 1 _ '1` ❑t.soa SF9 'UILDING ANDSCAPE ASURINO OTHER LANDSCAPE AREAS y y ( 2 I LANDSCAPE CALCULATIONS SITE AREA LANDSCAPE/OPEN SPACE AREA (�&I L VEHICULAR USE AREA(VUA)t REQUIRED PROVIDED IANDSCAPE OPEN SPACE AREA .@ . � ' Tolal laYRBea Mea SF I„-' I� S p VUAI PERIMETER BUFFER LANDSCAPE 1,05]IF ISec.275.120 1' I �• g II y.,3 INTERIOR LANDSCAPE FOR WA Sec.275.100 EjJ LLJ VUA LANDSCAPE ABUTIING BUILDINGS Sac.275-100 E 1 I a c� U< OTHER IANDSCAPE AREAS- ec S .275-IA0 -_ ❑ Z LANDSCAPE SCREENING (S.E,,275-170) TOTAL FLAW MATERIAL51 J 62 -- 4 to il_ o Z R NATIVE PLANTMAMIAL CALCULATONS L. _ C H 1 ��Ti 2�'I I '. I 2�1. 32 NOM Mal.nm ova lmalalonR r.mem,eeo.vB.I.o TREESIPALMS 11 6� � TOTAt tl 69 I sunshine - y state h Dae' s.Ra::c. Ro+e B One CallcnB as: Orwn ADA Know what's below. P •�� ,,eo,5 Call before you dig. , snaa NumEe - _. C,�RN,�a.�.E � L-03 Iry .- � v'- - _v-- 'v �. vv�✓�✓�� v�✓��_... v- ✓ -\,- v.. �✓�„-�,.,�,.�-,.-�,--„-��-vv-�.",, v v' v�.� -.w-✓�.� %��%- o l General Notes: Q; { °°e 1. Before constructlon begins,the Landscape Contractor Is responsible for locating all underground utilities and Ft must avoid damaging any services during construction.If any damage occurs by fault of the Contractor,the ut necessary repairs must take place al the Landscape Contractors expense and under the supervision of the Isiso Owners representative. a. 2. All proposed trees and plant materials shall be graded as Nursery Grade Florida No.1 or better as outlined y1 W, i•ea �« o e x use by the Florida Department of Agriculture and Consumer Services,DMslon of Plant Industry*Grades and [[ standards for Nursery Plants",most current edition.All planting shall be done in accordance with the Ronda pa r0°MP'r WEEK-- Nurserymen's and Growers Association approved practices € i WEEK-- - � a 3. In addition to these requirements the Landscape Contractor shall comply with all kcal landscape codes and 5 a .+."m.c. ..• _ requirements as part of this base bid and contract in order to satisfy the review and approval of the Ali Y r.w avrn pas«moe,x - vwr.�.®.. �v governing agency. I - 4. All screening hedges shall be planted and maintained In a way that they form a continuous visual screen. Screening hedges at VUA to be maintained at a minimum height of thirty(30)Inches. rerrr-ne°w 5. All planting beds shall be excavated to a minimum depth of iweny-four(24')incnes and backhlled with One suitable soil.Ail plant material shall be planted In planting soil that Is delivered to the site In a loose,clean T Y meviss was r,°n and friable condition.The planting soil shall be the approximate proportions as follows.50%sand and 50% r organic material consisting of native peat,well-decomposed sawdust,leaf mold and top soil.It shall provide �Ir '1°re"°"'"'N a good pliable and thoroughly mixed medium win adequate aeration,drainage and water-holding capacity.II �d.«solw shall also be free of aB extraneous doors,such as roots,stones,weeds,etc. 6. All trees/palms and shrubs shall be fertilized with"Agriform"20-10-5 planting tablets as per the t is �` i ,i - «•+*++.>a«o.° manufacturers specifications at the time of Installation and prior completion of pit backfUling also In conjunction with note N5.Tablets to be placed uniformly around the root mass at a depth that is between the ,,SSMALL IREE \LAHCk THEE "IRM IRLE middle and bottom of reel mats at an application rate of.One(1)-21 gram tablet for 1 gal container,two s i L2iBiroro. swr:.-.: Ti'.en o,A.,° (2)-tablets for 3 gal container,three(3)-tablets for 5 gal container,four(4)-tablets for 7 gal container,three (3)-tablets for each 112 Inch of tree caliper,and seven(7)tablets for palms.Ground Cover areas shall ' receive fertilization with'Ozmocote"time release fertilizer as per manufacturer's specification. 7. All plant bads shall receive a 3"layer of organic mulch,which is to be watered-In after Installation.Mulch �+ Should be at least six(6)Inches away from any portion of a structure or tree trunk and three(3)inches away 4 _ from the base of shrubs.The use of Cypress mulch is discouraged. S1 6. All plant material shall be thoroughly watered in at the time of planting and unfit landscape material is established.No dry material shalt be permitted. W // 9. The dent material schedule is presented for the convenience of me Landscape Contraclor.In the event of a J discrepancy between the plan and the plant key,the plan shall prevail. i H A - 10 Plants shall meet size.container,and spacing specifications.Any material not meeting specifications shall j—O .� '1 be removed and replaced at the contrectors expense. W Z rwrmw, x' _ „ it. All tree and shrub locations shall be approved by Landscape Architect prior to planting. -J 1 it 12. The Landscape Contractor shall grade planting beds,as required,to provide positive drainage and promote - (� a optimum plant growth. Z W ate;..',,, «,• 13. The Landscape Contractor shall be responsible for examining fully both the site and bid documents. E-.Z w _ L Discrepanaes m the documents or the actual site conditions shall be reported to the Landscape Architect in Z W writing at the time of bidding or discovery.No account shall be made after contract completion for failure by (� r+r Me Landscape Contractor to report such condition or for errors on the part of the Landscape Contractor at F II SSW xw,•A„ the time of bkddmg. n' p, ..,, 14. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to „a coo «a d$`• perform the work set forth in this plan set and the specifications. i III" 15. Plant material shall be bid as specified unless unavailable,at which time the Landscape Architect shall be t _ ..r- notified in writing of intended changes. - 16. All questions conceming the plan set and/or specifications shall be directed to the Landscape Architect. J 9s N 4 17. There shall be no additions deletions or Substitutions without written approval of the Landscape Architect. W$ i l`i...rt s aes� I& The Landscape Contractor shall guarantee,In writing,plant survivability.Trees and palms for twelve(12) O G PALM ea ut 1=L PALM era / RDYA ALv a r months,shrubs and groundcovers for ninety(90)days and sod for sixty(600 days from final acceptance by CS`xc"°i ��«^-" the Owner or Owners representative. _ 19. All dimensions to be field-checked by the Landscape Contractor prior to landscape material installation. 911 Dlacrepandes shall be reported Immediately to the Landscape Architect �ss I -eom1 20. All materials must be as specified on the landscape plan.If materials or labor do not adhere to Q R specifications,they will be rejected by the Landscape Architect with proper installation carried out by the Landscape Contractor at no d as neat cast. .. L-�-' 21. Existing sod shall be removed as necessary to accommodate new plantings OOOo�^IDom,eu1YA0°"«o 22. All existing trees on site shall be protected from damage during construction-See existing tree protection « OOOO fence detail. } + } + �i"'"v�r vam«c r. 23. Any existing landscape and haNscape areas that are unnecessarily disturbed during the landscape ` '•i Installation shall be restored to original conditions by the Landscape Contractor. `'"'rr,-•,e',� 24, The Landscape Contractor will be responsible for the collection,removal,and proper disposal of any and all - a w-«�•-•+i $'r debris generated during the installation of this project. - \ riACYL FIAYI S_MFIY ,.. nw 25. All landscape areas to have a positive drainage away from buildings and structures.Finished grade of --Saco —tee landscape areas to be at or below the grade of adjacent sidewalks,slabs or VUA 26. All shade and medium trees Installed within V of a public Infrastructure shall utilize a root barrier system- --- n Sunshine State awns peN One Call prP9y ,.,eo,s" /1911RUa5 AND GROONCOVERS �-,riled lt1�RlG lei PSQlEL'MN rDIII Sheet NwnE•r. _`- oa.„ Know whatforbelow.d �a r. - ------ —__. a u Call before you dig. -04 v v v _�-..'v�:'v -v v�, v v v� �, r �-✓ v�✓�=-v v ,.�vv � � v �✓ - v- v�. V � og� ..N a . Jg f 8 _ '_�_j-----_-=•-T --- TYPICAL A I ¢ TRENCHING -rfcurnr�tc— �.i a� +I � o�•pl d k. � �, it �� *� �»,»�,�._ _ _ �....,-»..,..»a...,.,,,.a..�....�.�,ea.a....,».,....a�,„.�..,. �1 f A Z W 00 I_ y UJj- oil j Qo �;I I ,w,..,,,•.,.,.........y�� ....�y...� ....m.....,,,.., �' 7 y `I Il L Sunshine v State � oeie m. .e..e.are One Cali r,,.d m BY. Know what's below. +3 w wa L' Cell before you dip.