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HomeMy WebLinkAboutR-2016-109 Revised - Approves Site Plan (SP-75-15), Design Variations (OT-64-16/OT-82-16) & Variance (VA-98-16) Submitted by David Wallace & Assoc., (Alexey Shchetnikov), for 321 N. Fed. Hwy.) RESOLUTION NO. 2016-109 Revised A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-75-15), DESIGN VARIATIONS(OT-64-16/OT-82-16)AND VARIANCE(VA-98-16)SUBMITTED BY DAVID L. WALLACE & ASSOCIATES, INC. ON BEHALF OF THE OWNER, ALEXEY SHCHETNIKOV, FOR PROPERTY LOCATED AT 321 NORTH FEDERAL HIGHWAY IN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING FOR CONFLICTS;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"of Section 635-20(A),provides that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, David L Wallace & Associates, Inc. on behalf of the owner, Alexey Shchetnikov (the "Applicant"), is requesting site plan approval for the proposed construction of a new six(6)story(108 units)hotel to be located at 321 North Federal Highway,in the City of Dania Beach, Florida, as legally described in Exhibit "A", a copy of which is made a part of and incorporated into this Resolution by this reference; and WHEREAS,Chapter 28,Part 3,entitled,"Special Zoning Districts,"of Subpart 1,entitled, "Community Redevelopment Area("CRA")Form-Based Zoning District"of Article 301,entitled, "Legal and Administrative Provisions" of Section 301-50, entitled, "Variations In Design; Procedures For Review Of Design Variations",provides that the City Commission is authorized to approve design variations within certain districts,if they are consistent with the intent of that section in lieu of the variance process provided for in Article 625, entitled, "Variances", of the LDC; and WHEREAS,the Applicant is requesting design variances from Section 265-140 ofthe LDC, entitled "Structured parking facility"; and WHEREAS,the requested design variation(OT-64-16)is to provide a clearance of less than two and one half feet (2.5') between a parking space and a wall or other solid obstruction in the parking garage, where Section 265-140(C) of the LDC requires a minimum two and one half feet (2.5') clearance; and WHEREAS,the requested design variation(OT-82-16)is to provide a parking garage ramp with a slope as steep as fourteen(14.01)percent;where Section 265-140(D)of the LDC required no more than twelve (12)percent slope; and WHEREAS, pursuant to Section 301-50 (c) (1) of the LDC, the above referenced design variation shall be considered as part of the proposed site plan (SP-75-15); and WHEREAS, Chapter 28, Part 6, entitled "Development Review Procedures and Requirements"of Article 625 entitled,"Variances"provides that the City Commission is authorized to approve variances if they are consistent with the criteria identified in Section 625-40, entitled "Variance review criterial, City action" of the LDC; and WHEREAS,the Applicant is requesting a variance from Section 265-50 of the LDC,entitled "Off-Street Parking Required"; and WHEREAS,the requested variance(VA-98-16)is to provide eighty-one(81)parking spaces where Section 265-50 of the LDC requires a total of ninety-three (93) spaces; 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-75- 15), Design Variations (OT-64-16/OT-82-16), and Variance (VA-98-16) are consistent with the City's Land Development Code and 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 this reference. Section 2. That pursuant to Chapter 28,entitled,"Land Development Regulations",Part 6, entitled, "Development Review Procedures and Requirements", the following Site Plan (SP-75-15), design variations (OT-64-16/OT-82-16) and Variance (VA-98-16) attached as composite Exhibit "B," are approved subject to compliance with the following conditions (references to Sections are those appearing in the LDC): 1. According to aerial photographs,there are existing trees on site. Per Sec. 275-80 (C),a tree survey table shall be submitted with the following information listed by tree number corresponding to the numbered existing trees on the plan view(Landscape): • Scientific species names • Diameter at breast height in accordance with the definition in Section 825-50, and clear wood measurements for palms(a measurement was provided but did not specify if it is DBH); • Canopy cover in square feet; • Tree condition; • Proposed disposition(remain, relocate or remove); 2 RESOLUTION#2016-109-Revised • Dollar value of specimen trees and palms calculated in accordance with Section 825- 140 of the Dania Beach Code(See definition of specimen tree under Section 825-50). 2. Existing trees and shrubs and site improvements on abutting properties within 25 feet of property line shall be depicted on the plans. 3. Per Section 275-80 (M), an irrigation plan shall be submitted (Landscaping) 4. Per Section 307-20 (A and B), street trees shall be planted as shown in the street sections approved by the City Commission in the CRA redevelopment plan. Please provide copy of the City Commission Resolution to determine landscape requirements (Landscaping). 5. There are some inconsistencies between the Master Plant List and the vegetation depicted on L-1:three live oaks listed under the plant list,one depicted on drawings;east Palatka holly is listed as IA14 but shown on drawings as IA12 (Landscaping). 6. It appears that several of the existing trees will be removed. Indicate how the mitigation for the removal of these trees will be accomplished(Landscaping). 7. Provide payment in lieu of parking for twelve (12)parking spaces which are the subject of the parking variance. Therefore,payment of$78,000.00 is due to the City's Payment in Lieu of Parking Fund prior to issuance of a building permit. 8. RAC TRAFFIC IMPACT MITIGATION: Provide an analysis, signed and sealed by a certified engineer,identifying the amount of RAC mitigation for traffic impact due based on Resolution No. 2014-049 which establishes a rate of$21.26 per p.m.peak hour trip. Based on traffic study prepared by Thomas A.Hall Inc.,dated 7/18/25,the projected PM peak hour trips will be 106, therefore payment of$2,253.56 is required at time of building permit issuance. 2nd time requested(Planning). 9. The proximity to the Airport will require FAA/BCAD review. 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.Must receive approval prior to issuance of a building permit. 2nd time requested (Planning). 10. Per Section 306-20, Section 307-20(C)and Section 309-10(C)streetscape elements such as benches,trash cans and lighting shall be provided based on the street sections and streetscape specifications approved by the City Commission in the CRA Redevelopment Plan. See attached CRA Redevelopment Plan sub-sheets attached for your reference. Much show location and detail on plan.Must address this Code provision through redesign or payment in lieu of construction as identified in Section 309-10(D). Must be addressed with next submittal. 2nd time requested(Planning). 11. Per Section 303-40(Q),Figures 303-10 and 304-30,allowable height is based onproximityto residential and FEC railroad. Provide illustration showing building mass is outside of the 1:66 slope. Provide illustration with next submittal. 2nd time requested(Planning). 3 RESOLUTION#2016-109-Revised 12. Sustainable Building Practices,Per Section 305-50(H)a performance bond or letter of credit must be posted with the City at time of building permit submittal (Planning). Section 3. That pursuant to Section 635-100 "Expiration of Site Plans" of the Land Development Code,the Site Plan(SP-75-15)and Design Variations(OT-64-16/OT-82-16)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. Section 4. That pursuant to Section 625-50 "Expiration of Variances" of the Land Development Code,the Variance(VA-98-16)approval 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. Section 5. 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 6. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 7. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on October 25, 2016. ATTEST: p�nIs LOUISE STILSON, CMC O A. S INO, SR. CITY CLERK AYOR APPROVED AS TO FO ND CORRECTNESS: e TH J. ANS O CITY TORNE 4 RESOLUTION#2016-109-Revised EXHIBIT"A" LEGAL DESCRIPTION LOT: 5,6,7, & 8 LESS THE EAST 8 FEET. BLOCK: G. SUBDIVISION: HANSEN& NELSON SUBDIVISION. PLAT BOOK: 3. PAGE: 76 OF BROWARD COUNTY, FLORIDA. 5 RESOLUTION#2016-109-Revised EXHIBIT`B" SITE PLAN RESOLUTION#2016-109-Revised WINGATE INN BY WYNDHAMs .:-*rE* Ai nR3 V:A 321 NORTH FEDERAL HIGHWAY "`DA AA16001 251 DAN IA BEACH , FL 9 rc PZ REFERENCE #SP-075-15 SITE PLAN APPROVAL (06/30/2016) ° Revised (08/08/2016) w Revised (09/30/2016) LOCATION MAP < = 0 2 O S J J i LL f LL 1 !=�� nlOGRIF FIN RD `l- I z Q 4 z m LL • 1, t PROJECT LOCATION w = f 1 < :E , Oo0 N M DANIA BEACH,FLar j m -3-: f+ DRAWN a _ EDIT DATE `'.� _ 9RSR01811 Al OSAV ISSUE DATE . .. SCALE JOBNUMBER 15070 PROJECT STATUS ISSUE FORSITEPLAN A➢PROMAL SM N COVER SHEET&INDEX C N PZNSP075.15 SHEET NUMBER A-001 ___.. ... _. .._ __.. __. _-__.... ... _ tEpF...Cp BUILDING CODES PROJECT DESCRIPTION �~ EDITION --. THE PROJECT CONSISTS OF A LIMITED SERVICE HOTEL OF NON-COMBUSTIBLE CONSTRUCTION THIS ILDING '2014 FLORIDA BUILDING CODE INCLUDES A RETAIL COMPONENT ON THE GROUND FLOOR ALONG WITH A HOTEL LOBBY WITH USES CHANICAL 2014 FLORIDA MECHANICAL CODE ACCESSORY TO THE MAIN OCCUPANCY(2)FLOORS OF SELF-PARKING IS PROVIDED WITH(3)FLOORS UMBING �2014FLOR10%t PLUMBING CODE - - ' OF HOTEL GUESTROOMS ABOVE THE FIRST LEVEL OF HOTEL GUESTROOMS INCLUDES A FITNESS —_ -- - "-------- --- ---- -- ----- ---"' ROOM AND SWIMING POOL.PUBLIC TOILETS ARE PROVIDED FOR THE GENERAL PUBLIC AND FOR THE ECTRICAL 20FI NATIONAL ELECTRIC CODE SWIMMING POOL,AND'A'OCCUPANCIES AS REQUIRED BYAPPLICABL£PLUMBING AND HEALTH CODES .S 2014 FtORIDA BUILDING CODE _ POOL IS UNDER SEPARATE PERMIT FL COA AA2B001254 ERGY CO NSERVATION 2614 ENERGY CONSERVATION CODE CESSIBIUTY 91UTY - 5II4 FLORIDA ACCESSIBILITY CODE "I iE COUE _ _-,F f.P CSTH EDITION,. O E SAFETY NW 40 ST OLD GRIFFIN RD- ----� � BUILDING DATA 0 REQUIRED PROPOSEDELEMENT._..... -PROJECT L SITE o CUPANCY -- 41 BOARDINGHOUSES.HOTEtSMOTELS).1R1 HOTEL IV - ':. _- - NW ka Pt 'E OF PEaI O .._ - ,TYPE-110 :w _._. __.. '. NSTRUCTION � �Q ''. f MEER OF STORIES I STORIESI SV RIGHT AN0 UP TO AN 8 STORIES('NTH HEIGHT MODIFICATION PER ADDITIONAL2-STDRIEg1241WITH 1ARTICLE 305,SEC 3G&50 SUSTAINABLE INCENTIVES,FOR A MAXIh1UM POSSIBLE 'BUILDING PRACTICE INCENTIVES 2 HEIGHT OF a STORIES U o NW.Yd TERR 2 GROSS BUILDING AREA SCHEDULE }� _- NE 3NST DESCRIPTION puea Q CHAN CAL - 207 SF aBY,ADMIN GUESTSERVICES,LAUNDRY 9,7606F ITEL LOUNGE AND MEETING.RESTROOMS. -- _.-- Z LL TAIL,STAFF AREA,MECHANICAL/ELECTRICAL - NW 3,d ST j NW 3Ttl ST Q < ._. I LL. Q JEL2 CHANICAL 40 SF VALOR -- lm SF AIR .. — .. 241 SF cc) Lu U Q AIR .... ... 259 gF LOCATION PLAN z W Lu cnAlalcAL _- - - iBe sF DANIA BEACH FLORIDA t LL 22,3i3 SF JEL 3 CHANICAL -- dB Sf _ Q I]SSF 2a1 SF 41R j LEGAL DESCRIPTION z o z AIR. CHANICAL 4lH$F ___-- I I- RKING SF LOTS 576 8 LESS THE EAST 0 FEET,BLOCK G,HANSEN 0 NELSON SUBDIVISION,PLAT BOOR 3, (V ' --- ---- ""-- - - - '' PAGE T60F BROWARD COUNTY FLORIDA n,3nsF i M JEL d ____.. VALOR 125 SF 240 SF AIR 2593E PROPERTY DATA Ol DECK -- - 2M SF _ ES iROOM FLOOR "- -- is 2IsI F -- SITEAREA(S_QF-6 ACRES 21.160SF _-- _ _ ....__ 14010 SF ..__ D]Sacres JEL 5 VATOR 76 SF AIR AIR _ __ 2,117 6F ESTROOM FLOOR 10.tt] PROPOSED DENSITY AND NUMBER OF ROOMS A i 2 SF IB,7sSF— .00CUPANCY. UNITS AREA SITE ACRES DENSITY_ JEL e N OF DWELLING t & VATOR _._ -_-__-_- 'I ..-175 SF --- .. _ 1 COMMENT 41R _-_ - - 2403E -- GUE6TRBOM 1C8 O]B acrea _ t39 d6 Retar;o•1 '1 41R 2811SF '1bENSITY MAXFIFTY)50)DWAC BY RIGHT UPT00NE HUNOREDFIFTV I150)OWAC WtiH SUSTAINABLE I ESTROOM FLOOR 18118 Sf DESIGN AS PROPOSED DENSITY BONUS OF OF Q TOP -- _ 1]ai9sF - PROJECT DATA a OF UPPER _ IOMNG CC CITY_OSTRICT t TERIORROOFTOPELEMENT 225 SF - NUMBER OF STORIES 6 ji TERIOR ROOFTOP ELEMENT -ADJACENTRES 3 L 1 136 SFSF _ ZONING NBHO MAC TEOR ROOFTOP ELEMENT _ TJ_8_SF CURRENTUUE VACANT TEWRtR ROOFTOP ELEMENT � '555 SF PROPOSED USE 1IN SF PRCPOSEOOCCUPANCY q.1 TAL AREA. .......__ ..... 132.057 5F ammomms ... _. - MINIMUM FLOOR AREAS ((� -- .230dd Mi I fkxo seas Ym tlYrdlNgs a1M Nt I q _--- unItmL MINIMUM NET FLOOR ARFA2UNTPROVIDED GROSS BUILDING AREA TOTAL .. HPiH, M dad sbY Nokl o h._.arW >•tla n um h Ie11 _._-_... _.293 SO f T ... __-. ... 132,C67 SF ma unAs lays sn 11 coma n tl least NvP Hundrca Wiry(25D) _. __.. __- ere ket of Aet ttoor area BUILDING GUESTROOM SCHEDULE ACREAGE FLOOR LEVEL GUESTROBM TYPE NUMBER TOTAL GROSS ACREAGE TOTAL NET ACREAGE I IF 4 OouDle -. 12 097 --.. -..0 78 Ill.C WTI _ _ 26 IEL< Wlg AxcewbN 2 MI-4 KI'q sude - ? z LOT COVERAGE BY ROOFED STRUCTURE _... _ .__.. ___ ..n oo.__.._� O.me it 3iaVea. Name Area Coverage% www.tlMwcb3ea N.com IEL S. R00FE43TRUCIURE 1 23,333 SF }- -.. _ Am� EL5 Kn9 Su'm DRAWN le -_ -... 2 F EIs - 'K+ng Sulte _. _.._ 2 :' 36 EDIT WTE +ELB 12 9499DIGII O.BIAM ISSUE DATE IEL6 -.. I4n9 Arseavble .-..___.2. /ELS Wre Slule 2 SCALE 36 ntl roki 109 108 JOB NUMBER 15-022 PROJECT STATUS ISSUE FOR SITE PLAN j APPROVAL SHEETNA PROJECT DATA REFERENCE N P295Pa75i5 . SHEET NUMBER A-001.1 MAJOR ROADS ZONING MAP tE OF F(O SITE LOCATION- - SITE LOCATION DANIA BEACH,FL RIFFINR� `OLD GRIFFIN RD- LOA AA26001254 II � m Z , SITE LAND USE LOCATION NHIIn, DANIA BEACH(RAC) w 6 REGIONAL ACTIVITY CENTER cc --- . v ti OS•rt Q QQ � t oo - i o f t'•��T t � � Z � � 1 f(e^ r Q N H H f IC' m = w r �• ) j zQo Lu LZ NHHD RED. w co = I-- a - BHD=KES f Q z - - a 0 If 'Rz� CC' l Z _ r. ! N 1r ` ' M H il)_AIC 1 __ 7' NHHD RE� T ilr",I HD=REC+l I t ..Rti{U+At HHD-ROES CC(CITY CENTER DISTRICT) --- ( W INTENT AND PURPOSE TO ESTABLISH AMIXED-USE DOWNTOWN WITH TRANSIT - F I SUPPORTIVE DENSITIES AND INTENSITIES WHERE CITIZENS CAN WORK,LIVE, AND SHOP IN THE ECONOMIC,GOVERNMENTAL,ENTERTAINMENT AND { CULTURAL FOCAL POINT OF DANIA BEACH.THIS DISTRICT IS DESIGNED TO I ENCOURAGE ACCESSIBLE,ACTIVE,PEDESTRIAN-ORIENTED AREAS WITHIN a 1 WALKING DISTANCE OF A PROSPECTIVE TRANSIT STATION ON THE FEC RAILWAY 1 ( - ` a o I it ADJACENCY MAP COLOR LEGEND 3 I [M BOAT ESTABLISHMENT 2 STORIES /�a I S'TE LOCATION E ICTCHEN INNOVATIONS I STORY L - v� {J ^' GAS STATION 1 SI DRY E3 HOLOCAUST DOCUMENTATION 6 }i� I 'll- 1— I INTER MARINE I STORY 2 STORIESEDUCATIO CENTERANO MUSEUM j nxl. } DOCKERS BAR 6CAFE 2STORIES RESIDENTIAL AREAL STORY 6 M — I SITE LOCATION DANIA BEACH,FL I L 4' A F �., � .vrw.GNrwcNxrch.cem --- — �9 oRAMJN 1<T I B1 FT,�tJ p^ LR f iT 'F EDIT DATE 2MI6114713AM Ar rva TsmnlFwm >`", jr j9^, '"1 I ISSUED TE Wt302016 67F SCALE IDS NUMBER z aBAl 154 77 ! ; PROJECT STATUS ISSUE FOR SITE PLAN f ¢j4 APPROVAL VA.. ,yy LAND U6EAM ZONING AMPS REFERENCE NO {a 1'� 1� ' •~ e�,F^ 6HEET NUMBER "'ADJACENT BUILDINGS WITHIN 100'-W OF PROPERTY PROJECT DATA b~_ 9L.gc �9 .___ e p '- �20NIYAp G � _.'_ - CC CITY DISTRICT ° *- :• NUMBER OF StpR1E3 8 n0.gJD26 �AOJACENT ZONING NBHD-RES MA,L3 1 F; PROPOSEO USE - { HOTEL -PROPOSEO OCCUPANCY 1_ R" ' J - FL COA AA2WOI 254 PROPERTY DATA SITE AREASSQ.FT) ACRES SIGHT TRIANGLE PER F00T INEX D 548 1 1 _ 4 LANE UNDrVIDEO WN)PTIONAL UNE, DE=315' DESIGN SPEED 78 MPH I o I GROSS BUILDING AREA TOTAL s j R50•-0' __ I I 132067 SF U CITY DISTRICT(CC) I 1 ACREAGE o ZONING I I TOTAL GROSS ACREAGE TOTAL NET ACREAGE }_. qr•o' 4t-0- s-a- LOT COVERAGE BY ROOFED STRUCTURE i i RIGHT OF WAY ` RIGHT OF WAY Name Aree - - COV@rBQB% -1 'ROOFED STRUCTURE t 23333b1'- - 88X --------------_ . F.A.R. } a I I SITE AREA -- - � o I I Q z I I (SQ FT) GROSS FLOOR AREA 'F.A.R.PROPOSED! F.A.R.ALLOVVED < Q 34616sF 1376e7"sFBe e =: _I•� ..: -- ` Q 0 SITE AREA CALCULATIONS _ ) Z O = AREA DESCRIPTION AREA(SQ.FT.) AREA RATIO ) � J J CL t I �• __. PROPOSED PALMS 1 I ''; -... .__ _ _ { AT FRONT FACADE BUILOINGfODTPRiNT 10028 SF 295% t (EA%T FACADE) i i DRIVEWAYIACCESSWAY " 30843f 385% m W DUEtPSTER ENCLOSVR_E -- tSB SF 05% e V Q LANDSCAPE 5218 SF - t53% z 'Q LV w j 1 1 PARKING '- 1370SF d0% z LLJ LL iSIDEWAW WALKWAY d1613f - - 122% m U PROPOSED G Mt I 1 340169F t000°6 LL.) o BUILD.TO.LINE I I _ __ __ .. __ - p Q Q TE 5 v a-D wrmow 1 1 �auuDSGTBA�CcK3 HEIGHT!LENGTH (REQUIREMENTS) STANDARDS �I t;� z 10i ip I I ;REAR SETBACK_ 70-OLANOSCAPE BUFFER 00' _.1 + Z Q Z '�^ f1 O BUILD-T01WE t 0 0-10'-0'WIARCADE 7 (V O I 1 SIDE SETBACK__ OINTHEISTAND S-0-ABWE M N SIDE SETBACK O IN THE ISTAND IS'T ABOVE IM _ OL' l) W m I I NUM BUILDING HEIGHT 69• _- 70-0' 1 1 1 BUILDING LENGTH 68-@ NONE 7 2 _..0 -__ _- __ _. .... N 1 1 'MINIMUM LOT SIZE 34 Gt0 SF NONE M I I -PER ARTICLE 305 THE DEVELOPER SHALL PURSUE THE USE OF SUSTAINABLE BUILDING PRACTICES P rr L;I REFERENCEIN(SEC 3 -W)IN ORDER TO ATTAIN THE MAXIMUM PERMISSIBLE BUILDING HEIGHT CREDIT is s uW WI I IMPERVIOUS SURFACE AREA CALCULATION 21 a -_( LL I I TOTAL AREA IMPERVIOUS SITE(SO.FT.) SURFACE Area PROPOSED%OF SITE 9 1 I 34 Ot85F i 28,9915E -85% _ I all I I ! iju o � o t I N PERVIOUS I LANDSCAPE CALCULATIONS I I UJ Z I TOTAL AREA LANDSCAPE MIN.REWD% PROPOSED%OF SITE co I I SITE(SQ.FT) AREA AREA AREA ` � a co1 I 34016 SF 5448 SF 16% I ' I i I _ _ U) I I VEHICLE USE AREA(GRND.FLR EXTERIOR-COVERED) i 4 i i LEVEL DESCRIPTION AREA(SQ FT) LEVELt VEHtCLE USE AREA 14645 SF - co PARKING CACULATIONS - IGI � REQUIRED PARKING 1 I OCCUPANCY QTY, REQUIRED PARKING RATIO PARKING PROVIDED } e I I GUEST ROOM __lb EIGHTTENTHS(00)PER QUEST ROOM88q _ .f -. RETAIL _. 13i8SF S PARKING SPACES-EVERY 000 SF _ 680° TOTAL e3 Bl I I •THE BALANCE OF PARKING AS REQUIRED FOR THE CRA FORM-BASED DISTRICT TO SE PROVIDED VIA 1 1 1 DESIGN VARIANCE AS PER SEC 625-IOOF THE CITYS LOR'S CRITERIA d I(I .. ..PARKING TYPE PROVIDEDIW DESCRIPTION - PROVIDED . t q6•-0' -_-.. - pOA PARING SPACE - 2-_- 'ntlacai° + -- --< AMA PARING SPACE DOUBLE ' 2 7b uwP PARKING SPACE S'•t8 -- -- ' 77- -" www a7iwal IUleciceem _.. Sp_0' DRAWN PARKING SPACES PROVIDED DL ( I EDIT DATE 1 I LEVEL DESCRIPTION PROVIDED 209am61154.36AM '.. ^' �.j LEVEL 1 ADA PARKING SPACE DOUBLE "2 ISSUE DATE LEVEL I PARK 1 I N.E. 3rd ST. LEVEL i SMMeiNG rtl SPACE S x 4 ...j 0 SCALE I 1 ILEVEL2 AM PARKING SPACE -. i 2 --___ j LEVEL-2 PARING SPACE 9418 44 JOB NUMBER LEVEL 3 PARKING SPACE 9 a 18' qd 15-022 1 1 j "8/ PROJECTSTATUS I 1 _.. - ---. - ISSUE FORSITE PLAN BICYCLE PARKING CALCULATION APPROVALSN ET NAME CAR PARKING BICYCLES REQUIRED BASED ON sRE PUN REQUIRED 5%CAR SPACES BICYCLE QTY PROVIDED_ - PZNSP075.15 _5. SHEET NUMBER AS-01 f .._..._ _.. _ 12�0' 5-.0' 12 a. o-a a-e i o-x a-r' m�a�.xa isclm+s � I � Al eucn oxowau 11 FL COA AA28001254 xwPa aLwLcmt e.cn-.nPL!ro -o. i I ..___ +u unaal au�ear i aPlTox � j 0 PRECAST CONC - PRECAST CO NC WHEEL STOP WHEEL STOP rc m 6,.- .uaw anfncE o�AS 0 N IV f 4 ADA STALL SIGNAGE DETAIL -- _ _ o (9 �•I�L i LL {{ LNL i mU � -- - - --- _ ZmLL i w F- As-osADA PARKING STALL E ,..,> I Z_ m Z i fN I METAL GATE TO MATCH METAL ELEMENTS ON BUILDING CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL STYLE OPENING HEAVY DUTY HINGE WELD TO PIPE AND GATE PAINT TO MATCH EXTERIOR - O.O WIDE OF BUILDING i PEDESTRIAN ACCESS - - S'DIA x 7 FT LONG PIPE / SOLLARD(CONC FILLED) 6-a IN BE08"INT018 OIA AO DEEP x _A W 1 FINISH GRADE OR PAVING Q IPE I i 4I ''! D) A LEVEL 1, _ _.." 0*-0! Z Dumpster Front Elevation AS•03 ---- SMOOTHSTUCCOFINISH TO MATCH EXTERIOR �I OF BUILDING 8'CIA x 7 F T ION G PI PE r C h i 18 C t 1 SOL LARD(CONC FILLED) Py�"P„I INSED T6-INTO I8-DIA x40"DEEP www.dlraeMloeh.com ...._..___ � DRAWN OC ENT DATE DUMPSTER GATE SMR0161154 Al AM ISSUE DATE ', � 0900RD16 6 SCALE -.. iP; - .,�• i JOB NUMBER 1587! PROJECT STATUS ISSUE FOR STE PLAN APPROVAL SHEET NAME DUWSTERA PAW(IN'G .. -- LEVEL 1 — ND N __.... .. . P2MSP4D7515 3 Dumpster Side Elevation SHEET NUMBER AS•03 AS-03 - tt°......,op LIFE SAFETY PLAN LEGEND ` N�pL.MMlticF�.. O _*_ FE FIRE E%TINGlNSHER CABINET AR0W26 TRAVEL^IST�NTE (1j...�E'Z?~_� PATH OF TRAVEL SAFETY ZONE ® 2 HOUR FIRE RATED WALL FL COA AA26OC1254 V ® 2 HOUR FIRE RATED SHAFT ,A FP>® 1 HOUR RATED FIRE PARTITION 0 - BUILDING ABOVE I O I HOUR RATED EXTERIOR WALL O PARTITIONNR Q lH MT SIGN LIGHT i K NOTE EMERGENCY LIGHTS HAVE A tAG MATH THE LETTER E NOTE 1_ THE LIFE SAFETY DRAWINGS DESIGNATE THE LOCATIONS OF ONLY THOSE FIRE.RATEO WALLS AND PARTITIONS W THAT REQUIRE FIRERATEO ASSEMBLIES THERE MAY BE WALLS AND PARTITIONS LOCATED ELSEWHERE WHICH.DUE 7OOtHER BENEFITS CONFERRED BY A z PARTICULAR ASSEMBLY.ARE CONSTRUCTED AS FIR E- RATED ASSEMBLIES,BUT ARE NOT REQUIRED AS SUCH SUCH ASSEMBLIES W LL NOT BE DESIGNATED ON THE LIFE SAFETY DRAWINGS WHRE A WALL OR PARTITION MUST CONCURRENTLY HAVE BOTH A FIRE-RESISTANCE RATING FOR SEPARATION AND A FIRE RESISTANCE RATING FOR BUILDING ELEMENTS,THE FORMER(SEPARATION)IS INDICATED ON THE VFE SAFETY PLAN ULTIMATE F DI IRE RESISTANCE RATING FOR A PARTICULAR ASSEMBLY MAY CC BE DETERMINED BY REFERRING TOPLANWALL KEYS = Q yB- AND THENCE TO THE DRAWINGS FOR FIRE-RATED ASSEMBLIES SERIES AS Z LL '�--i _ / AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004.1.2)1ST FLOOR Ll- LLJ EXIT RETAIL WIDTH 2 OCCUPANT 1REQUIRED j Z W .FUNCTION SPACE AREA LOAD FACTOR OCCUPANTS i,(-INCHES) — m LL- - k W = • / q.. �. LEVEL 1 _ !wc Q STOR — / j ACCESSORY MECHANICAL 24J35F 300 GRO55 B 16 Q� / AREAS ENT ROOM /F�L O / EQUIPMENT ROOM � V _ ASSEMBLYW'OFMEO 1919 SF� 15 YET - 128 T 236 - _fE _e _ SEATS UNCONCENTRATED T z — '— (TABLES AND CHAIRS) _ I _ 1 GM SALES BUSINESS AREAS I BBB SF 1- 100 GROSS ' '9 39 ; N OFFICE I OFFICE ADMIN =�g NERGANTILE STORAGE _ J105F + --J()O GROSS 1 --U2 M 592 591 OFFICE^ 5 STOCK,SHIPPING ARE4 _._. _.. 1 595 0 6551 SF 58 31 2 � t 'F E FRONT DESK DOOR EGRESS PROVIDED 1ST FLOOR i � _ 594.: NET DOOR ..... i MARKET MARK _ WIDTH �OCCUPANTSI. i 594 \ I LEVEL 27 SS' 3A0 50 53' 3-0 175 / 521 35 175 a LOBBY / 537 -- 67 - 310 596 / 536 35' / I BBB I 3S' _ 175 (i/ .__672 6B JW * 1 ----BUIIDING ABOVE - - 406- 2030 27 ; ` � o ' 340-0CC', E Z MEETING ENTRY R58 M VESTIBULE • ( 585 gyp iOPOFF i \� AVERS � lu IST.T16 WbA wwx.eM1m:1�;cem DRAWN DC EDIT DATE S297I0161, ISSUE DATE 02A M16 SCALE JOB NUMBER Q I son PROJECT STATUS 5411E FOR SITE PLAN APPROVAL NAME GROUNO FLOOR UFESAFETY REFERE CE N PZNSP475.15 m Ground door Life Safety Plan SHEET NUMBER LS-100 ..9.....tpq y4P... 9 LIFE SAFETY PUN LEGEND ARyyJ,6 _.. ."_" __ ____ i '.• Wry ;�il FE FIRE EXTINGUISHER CABINET •a� TRAVEL OISiANCE FL COA AA28001] PATH OF TRAVEL SAFETY ZONE ® 2 HOUR FIRE RATED WALL < p 2 HOUR"RE"TEO SHAFT ® 1 HOUR RATED FIRE PARTITION r77777= i HOUR RATED EXTERIOR WALL i PARTITION NR U EXIT SIGN LIGHT ,I NOTE EMERGENCY LIGHTS HAVE A TAG WITH THE LETTER E to THE SAFETY DRAWINGS DESIGNATE THE LOCATIONS 7 OF ONLY THOSE FIREAATEO WALLS AND PARTITIONS THATREOUIRE FIRE"RATED ASSEMBLIES THEREMAY BE WALLS AND PARTITIONS LOCATED ELSEWHERE WHICH,DUE TO OTHER BENEFITS CONFERRED BY A PARTICULAR ASSEMBLY,ARE CONSTRUCTEDAS FIRE- Ot�, RATED ASSEMBLIES.BUT ARE NOT REQUIRED AS SUCH SUCH ASSEMBLIES WILL NOT BE DESIGNATED ON THE KPtr/ LIFE SAFETYORAW7NGS c� NOTE 2: O VMERE A WALL OR PARTITION MUST CONCURRENTLY G HAVE BOTH A FIRE-RESISTANCE RATING FOR Q •L�/ SEPARATION ANDA FIRE RESISTANCE RATING FOR /A BUILDING ELEMENTS,THE FORMER(SEPARATIDN)IS Q INDICATED ON THE LIFE SAFETY PLAN ULTIMATE FIRE V RESISTANCE RATING FOR A PARTICULAR ASSEMBLY MAY i Z BE DETERMINED BY REFERRING TO PLAN WALL KEYS 7 O AND THENCE TO THE DRAWINGS FOR FIRE RATED L ASSEMBLIES..SERIES ASLL i • AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004 1.2)2ND FLOOR Z Q W -- _-- EXIT WIDTH T Z LLJ LL FUNCTION SPACE_ AREA LOAD FACTOR REQUIRED OCCUPANT 1 OCCUPANTS (INCHES} ., ¢ Q ._... .._.__.._ Z LEVEL 2 Z '., ACCESSORY STORAGE AREAS. A125F j IIXI GROSS t OJ Q O MECHANICAL EQUIPMENT ROOM L __. _. .PARKING GARAGES 20,4085E ZOO GROSS 102 2O4 1 r- _.... 208188E ..... _... 163_.. 201... ! N M �.. ♦ DOOR EGRESS PROVIDED 2ND FLOOR NET DOOR MARK MOTH _OCCUPANTS:' t LEVEL 2 48 35' S 35 -.__. 175 70' 350 9 c� 4 I Lu sr r olCNitacle `,`A`err Wo.�r�OiLAim"ve° �7• 7n.>Te.eaco DRAWN DC EDIT DATE SQMI81154 50 AM ISSUE DATE 09QOR018 SCALE OB NUMBER 15822 PROJECT STATUS ISSUE FOR 517E PLAN APPROVAL m Second Floor Life Safety Plan SHEET NAM SECOND BOOR LIFESAFFtt PZMSPC75"15 SHEET NUMBER LS-101 i mT w"U,Ic.4. AR930..6 L.� USE SAFETY PAN LEGEND FIE FIRE EXTINGUISHER CABINET FL COA AA26001254 TRAVEL�IS�AN�E �u PATH OF TRAVEL SAFETY LONE O I ® 2 HOUR FIRE RATED WALL 2 HOUR FIRE RATED SHAFT O '� e» 1 HOUR RATED FIRE PARTITION 1 HOUR RATIO EXTERIOR WALL PARTITION NR EAT SIGN LIGHT '. NOTE EMERGENCY LIGHTS HAVE A TAG WITH THE LETTER E ',, THEELLI E SAFETY DRAWINGS DESIGNATE THE LOCATIONS z 1�I OF ONLY THOSE FIRE"RATEO WALLS ANO PARTITIONS THAT REQUIRE FIRE-RATED ASSEMBLIES.THERE MAY '.. BE WAILS AND PARTITIONS LOCATED ELSE WHERE WHICH,DUE TO OTHER BENEFITS CONFERRED BY A } PARTICULAR ASSEMBLY,ARE CONSTRUCTED AS FIRE- RATED BUT ARE NOT REQUIRED AS SUCH SUCH ASSEMBLIES WILL NOT BE DESIGNATED ON THE LIFFESAFETY DRAWINGS WHERE A WALL OR PARTITION MUST CONCURRENTLY Q HAVE BOTH A FIRE RESISTANCE RATING FOR Q N SEPARATION AND FIRE RESISTANCE RATING FOR 1 z LL BUILDING ELEMENTS,THE FORMER(SEPARATION)IS O Z INDICATED ON THE LIFE SAFETY PLAN ULTIMATE FIRE RESISTANCE RATING FOR A PARTICULAR ASSEMBLY MAY `L J BE DETERMINED BY REFERRING TO PUN WALL KEYS ! LL AND THENCE TO THE DRAWINGS FOR FIRE-RATED ASSEMBLIES SERIES AS 3 m Lij U Q Z LLJ m L_ Lu = AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004.1.2)3RD FLOOR i Q Q WEXIT IDTH Q Z OCCUPANT ',REQUIRED Z p Z / FUNCTION SPACE AREA LOAD FACTOR OCCUPANTS;(INCHES) cli I �j / LEVEL M / PARKING GARAGE 19,374 SF 200 GROSS 97 19 4 --- GnM aW 1 193745f 97 194 / a / DOOR EGRESS PROVIDED 3RD FLOOR / NET DOOR.. ---- / MARK WIDTH OCCUPANTS / LEVEL / 572 35" "5- .BW T 35 175 ?� / 7W-.. Sea ui AN � Z } - m a 01<hfIB<IL wN�il~°+6W uww.tlWs1I<MKh.eom DRAWN OC EDIT DATE 9499016 11 54 53AV ISSUE DATE hird Floor Life Safety Plan °SCALE` r 1e. 11 AM R 15-M PROJECT STATUS ISSUEFORSHEPLAV APPROVAL SHEET NAM THIRD FLOOR UFESAFETY PLAN REFE P20SP-07515 SHEET NUMBER LS-102 dt.'w4ty�f -- -.... •-: AR33p.6 i4 LIFE SAFETY PUN LEGEND FE FIRE EXTINGUISHER CABINET - FL COA AA26001254 TRAVEL DISTANCE w.. .... "`^'- PATH OF TRAVEL SAFETY ZONE D ® 2 HOUR FIRE RATED WALL 2 HOUR FIRE RATED SHAFT 2 ® 1 HOUR RATED FIRE PARTITION 0 K .. ® (HOUR RATED EXTERIOR WALL PARTITION NR O N EXIT SIGN LIGHT NOTE EMERGENCY LIGHTS HAVE A TAG WRH THE LETTER E "�♦ i ....�..� , THH NOTE SAFETY DRAWINGS DESIGNATE THE LOCATIONS OF ONLY THOSE FIRE-RATED WALLS AND PARTITIONS nFy as� .y�c se 1 F� ����, THAT REQUIRE FIRE-RATED ASSEMBLIES THEREMAY 1 BE WALLS AND PARTITIONS LOCATED ELSEWHERE WHICH.DUE TO OTHER BENEFITS CONFERRED BY A RATEDAARASSES,LY,OUT ARE COT REQUIRED TED FIRE- RATED ASSEMBLES,BUT ARE NOT R IGNITED AS SUCH }-^"'• - SUCH ASSEMBLIES WILL NOT BE DESIGNATED ON THE Q _ NOTE 2, TYDRAWING9 Q Q _—=RAVEvOISi MERE I.y AWALLOR PARTITION MUST CONCURRENTLY = Q = HAVE BOTH AFIRE-RESISTANCE RATING FOR E -I SEPARATION AND A FIRE RESISTANCE RATING FOR V BUILDING ELEMENTS,THE FORMER(SEPARATION)IS 1 Z O INOICATEDON THE LIFESAFETYPLAN ULTIMATEFIRE P RESISTANCE RATING FOR A PARTICULAR ASSEMBLY MAY + J J BE DETERMINED BY REFERRING TO PLAN WALL KEYS 1 vD" Nry AND THENCE TO THE DRAWINGS FOR FIRE RATED i ASSEMBLIES SER IES AS T Z W IW •na Q Q l.J� r.y AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004.1.2)4TH FLOOR EXIT U Z O WIDTH Z Q Z OCCUPANT .REQUIRED, F — .,. FUNCTION SPACE AREA LOAD FACTOR OCCUPANTS (INCHES) I 3 x,y r my , CV <_+ I y • M LEVEL4 'ACCESSORYSTORAGE 431 SF 3D0 GROSS 1 03 AREAS.MECHANICAL �1F EQUIPMENT ROOM _- 0"91 g • r �—��——��7 EQUIPMENT 6443E ` 50 GROSS 13 T 28 E wy 1 K, _ z1 yF PRESIDE___ / 930 SF ;- 200 GROSS _ 60 118 1 I SKATING RI NKS SWIMMING 17519E 15 GROSS 117 233 POOLS DECKS 14,758 SF .. 191 _ 381 E mom,• ,F u DOOR EGRESS PROVIDED 4TH FLOOR NETDOOR -1 ! MARK WIDTH OCCUPANTS F; ui m - t I� a LEVEL4 + �g �, t 4G sx y Im ` =F E —L_.4_TRAVELDISTANCl+I35— dILu 1 •D � J av0� 11.Y iYY ( 2 3 mY I 1�oY I 1 ww Aiwa N ph'com DRAWN 1 DC SY EDIT t194TE AM ISSUE DATE 69DB0816 ''. m Fourth Floor Life Safety Plan 9DALE vT?I. l a JOB NUMBER 150R PROJECT STATUS- ISSUE FOR SITE PLAN APPROVAL FOURTH FLOORUFESAFETY REFERENCE NO PZASP45-15 SHEET NUMBER LS-103 t........... LIFE SAFETY PLAN LEGEND Al T9�c6 ;�4 FIE FIRE EXTINGUISHER CABINET ','..., FLCOA AA28OO1254 T.RAV=L�ISTeN�E\ W IY PATH OF TRAVEL SAFETY 20NE 2 HOUR FIRE RATED WALL ao ® 2 HOUR FIRE RATED SHAFT ® I HOUR RATED FIRE PARTITION O © I HOUR RATED EXTERIOR WALL j O PARTITION NR o E%li SIGN LIGHT I� , NOTE EMERGENCY LIGHTS HAVE A TqG WITH THE LETTER f _ wss f - TH�4E SAFETY DRAWINGS DESIGN ATE THEPARTITIONS LOCATIONS n T ONLY UIRE FI IRE RATED WALLS AND PARTITIONS f THA ALL12 ANDPR PARTITIONS ASSEMBLIES THERE MAY BE WALL DUE O PARTITIONNEFITS CONFERRED NFER WHERE WHICH PARTICULAR OUR TO OTHERASSEMBLY, ,ARE CONSTRUCTED BYA PARTICULAR ASSEMBLY,ARE CONSipUCTEO AS FIRE- •t-8'�• III,,0I Ay RATED ASSEMBLIES,BUT ARE NOT REQUIRED AS SUCH I I SUCH ASSEMBLIES WILL NOT BE DESIGNATED ON THE LIFE SAFETY DRAWINGS Q E NOTE 2 WHERE A WALL OR PARTITION MUST RATING FORRENTIv HAVE SEPARAOTH A TION D FIRERESI RA CE ISTAN IN ATIN SWLDINOION ELEMENTS, THE FORMER (S RATING FOR Q N IyFr. BUILDING ELEMENTS.iHE FORMER(SEPARATION)IS Oro INDICATED ON THE LIFE SAFETYPLAN ULTIMATE FIRERESISTA CE RATING FOR A PARTICULAR ASSEMBLY j Z #y a: ms• MAY BE DETERMRIEO BY REFERRING 70 PLAN WALL KEYS 5 O AND THENCE TO THE ORAW1N05 FOR GIRERATEO ) ASSEMBLIES,SERIES AS m U W a f Z W LL AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004.1.2)STH FLOOR W = 1— Q F— EXIT WIDTH I Q Z 0 ",F OCCUPANT REQUIRED 0Q p :tas. FUNCTION SPACE Level .AREA 'LOAD FACTOR OCCUPANTS (INCHES) Z p Z LEVELS .. r _._.. ACCESSORY STORAGE LEVEL5 t7S SF 3ODGROSS 1 03 S M w1 ' � AREAS.MECHANICALEQUIPMENT ROOM r.. •Iss RESIDENTIAL LEVEL5 1I,BIISF 200 GROSS ED 119 I _. .. �2,387 SF _ Bt t22 0 w DOOR EGRESS PROVIDED STH FLOOR -- "Iro NET DOOR MARK WIDTH OCCUPANTS LEVEL 6 t7355 !;n J 7D' 0 r1 u • -'FE ' W RAVEL DISTANCE 175'- 9. e' __—_--_4A. ��� OIC Hi 1 e C Is Lo> I 1r1v ( � 'o.,enwbi�LbVB" r/wr.tllwcl aRccN.cam DRAWN DC EDIT DATE MM16115502A." ISSUE DATE SSDSQ016 SCALE Fifth Floor Life Safety Plan JOB NUMBER 1"22 PROJECT STATUS ISSUE FOR SIIE PLAN P➢P�/AL M FIFTH FLOOR LIFESAFE TY PLAN REFE N N PZSSP075-15 SHEET NUMBER LS-104 tiE OF...C.R q4P• y •:Owg w*�FM?• AAnw:e FL COA AA26DD1254 a 0 LIFE SAFETY PLAN LEGEND i FE FIRE EXTINGUISHER CABINET I o ! TR�AVEL DIS� STANCE PATH OF TRAVEL SAFE:iY ZONE 2 HOUR FIRE RATED WALL W 2 HOUR FIRE RATED SHAFT O ® 1 HOUR RATED FIRE PARTITION i HOUR RATED EXTERIOR WAIL 'FE ',, o PARTITIONNR N EXIT SIGN LIGHT Q a s •.� H* NOTE EMERGENCY LIGHTS HAVE A TAG MATH THE LETTER E = QQ OTE OHnFON V THOSE FSAFETY ORE-RATED WALLS AND PRAWINGS DESIGNATE. FARTIT ONS�S I z O T HAT REQUIRE FIRE-RATE D ASSEMBLES.THEREMAY ; J BE WALLS AND PART17IONS LOCATED ELSEWHERE ms" WHICH,DUE TO OTHER BENEFITS CONFERRED BY LL nz s< PARTICULAR ASSEMBLY,ARE CONSTRUCTED AS FIRE- RATED ASSEMBLIES,BUT ARE NOT REQUIRED A$SUCH ; SUCH ASSEMBLIES WILL NOT BE DESIGNATED ON THE in = W ' LIFE SAFETYDRAWINGS Z V Q WHERE A WALL OR PARTITION MUST CONCURRENTLY ;.I..I HAVE BOTH A FIRE-RESISTANCE RATING FOR wl u SEPARATION ANDA FIRE RESISTANCE RATING FOR I.I..) m BUILOING ELEMENTS,THE FORMER(SEPARATION)IS 2 `l ,ypu INOICATED ON THE LIFE SAFETY PLAN ULTIMATE FIRE i < N RE SISTANCE RATING FOR A PARTICULAR ASSEMBLY MAY [ L.L.. BE DETERMWED BY REFERRING i0 PLAN WALL KEYS Q O Q Z AND THENCE TO THE DRAWINGS FOR FIRE RATED ASSEMBLIES SERI-I-SAS - ; Z • AREA OCCUPANCY CALCULATION(F.B.C.TABLE 1004.1.2)6TH FLOOR 2 EXIT WIDTH ems OCCUPANT REQUIRED i o� FUNCTION SPACE Level AREA LOAD FACTOR',OCCUPANTS (INCHES) ; m LEVEL " ACCESSORY STORAGE LEVELS 318J SF- 3Q0 GROSS ,2 23 AREAS MECHANICAL wrcw wwz, � X.p EQUIPMENT ROOM i RESIOENTIAL LEVEL6 119155E 20O GROSS SD 119 15379 SF. ui DOOR EGRESS PROVIDED 6TH FLOOR J NET DOOR ; MARK - WIDTH OCCUPANTS uu LEVELS j V t>s FF 35' A z -'F E ' __ _ TO' 950 1 y. .�TRAVEL-IST=NC—_]5_B!!!!!!!!J� F m LAIC NI IOCIf ,�77.]3A.e0N www.dlwm<NAeeN.<em DRAWN CM EDIT DATE L ROPOSED SIXTH FLOOR PLAN 9SSUEDATE .eir 1v I= 89 01B SCALE JOS NUMBER �, 15422 PROJECT STATUS ISSUEFORSITE PLAN APPROVAL SHEET NAME SIXTH FLOOR UFESAFETY REFERENCE NO PZASP475-15 SHEET NUMBER LS-105 1 i efi ��• G v • 9 go o j`.. I i I. q is ° I ' ^ u _ .wo•os<o.ew _° S W10SCAPE 1_.vmrnrnow sawxcrvesxr asn xoo,,u.wuwees NORTH FEDERAL HIGHWAY 8 s�mh o x 8 a ° .41 � o _a€ e� WINGATE INN BY WYNDHAM IVVI N GATE DANIA BEACH,FLORIDA 9 "'� BYWYNDHAM 321 NORTH FEDERAL HIGHWAY '' --- --------....-..--- ------.._ ........... -- -- -- °I PARKING SPADES PROVIDEO LEVEL 2 LEVEL DESCRIPTION PRONDED a+wEan.r I n cw axmo � � S 25 24 23 ®822 21 a 20 18 18 • 17 j e 2. ®'. ® I 1 } 20 27 _ e m V to .1 _ �., 14 I .) m w LL 28. .� � -- spa°r,e.w. C 13 29 so 1 • 1 � �re;. i i �g / # 30 I 1� I � m 7 - 1 2 3 4 MIN t I ;• orwwa / I w e � n mow u- FI T Second Floor-Parki g A-101 of PARVJNO SPACES PROMED LEy ] iLEVEL DESCRIPl1ON PROVIDED % 32� 31 30 29 28 27 26 i I XI i=l 43 2524 23 / — 13 LLi "Y + LL e I I m LLJ 33 34 3i P ° 2Z.> i w w / + 36 _..21 i I Z Qm Z _ 37 38 e t 19 I S t8 iY 44 t 41 48 39 .w ". 17 / a i ,' �Z 16 Ggwy�- i E 5 14 13 ,PI / , 1 2 3 ® 1 5 -6 © 7 8 '{ 9 10 ® 11 12 I t sm•w*c " axww "E=-J T Third Floor-Parking .,.,. 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IwrvFx,m •_ '' oFcau•xF uxorr xr fast El.Ewms wbF �uisru•voivowa r mso•e.fF ,vu xowa¢ ` wnvv EASTELEVATION —o m Exams Ex, �a f�°rvk W i FwaE.Ex, � .o a axe n ,a ` I •7` ,L-1 T��FEATURE A. It I t I Y Z . I. e n �._. ____"- _. _ .- I L LEVELS ! _m _. _ , W-W L _ _ I _ � o I w - -" LEVELS AV 46 7— 1 ww of � I b ,Nnmlc n W I _ I LEVEL n . _ e LEVEL .,..v. �..�. a w vm a LEV, Ent w-E E b �W f m:.�an xww x,flE - ��Efwxxa EF,Fax v.'upnn% fH.FxfAxwalaaxe wEsr ELfvAlax CFeFAFFfTrti'""""" 2 WEST ELEVATION Ar wE W .ImaaE T A-200 z -- ELEVATION KEY NOTE LEGEND I w • KEY DEECRNRpN e, w L , f c ei [ax yry , �e I 's ca *x stucco . 7711 lava u.YAI Ni., EVAaIaX • ____ I / _... .vurnry ....... TOP OFFEATORE o a - er-o 1 a al a,w E w _ a, a e ! i ,V LEVE- Til .a ax e Ij i b ,x ! 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NM.NowM 110 PvWo..e l%1 Z U W _rvrr.uu mri�rxw rr y rs♦_ oow 1 Z�LL Hotel Signage at East Facade ' a p a.zaz t la"=T-D" Z 0 z I i Er. _ 1 E z Z --3:__- MAIN ENTRANCEDOOR- - Hotel Address Signage at East 3 Facade A-202a / It •�i 1,• d KEY PLAN a z�� h J oTqP OF FEATURE Z M I Z =71 Lij onoraaeo c b 7j I b 1 1111 Q O ROOF ♦ i S �'. S I N b a LEVELS 1 i FT-1 FF7 ;a�.,a¢ aueamooa COP�O" aufamma, I '. � b h �... c. F. .. ! ...... ',. -a LEVELS I ui J nE<o I .1 cowman III nu,ra wx xul xo aufn*mox auestnwnl 'I, b g. \ voof oEcx 000f orcx -� < < I `.n_ i � vfxl utox "a � , rpmwa Pool rMwxa I y. + n , a rwmxa rovL[auwnFxa rNaaxa , wwcl,xernb t t� ooa - -... LEVER 1 wawmwwr 1 xm�r mrt 16'-0' I I NORTH FEOERM. d I b. HGHNAY FM COMIOOR JAnoox wa aExs wtsa euf wrxn,Lpp,aE m Lu vfx Mcfsa cxcww.ax ` -,. ...-. LEVELI -BUILDING SECTION 2AMI m" aA•301x Y� B 0 V� = Z�w z LL m }Z 0 Z i View from the North of North Federal Highway LU (}z> co a Front view on North Federal Highway AR-100 I a x x o ■ o- ' t�� �■ m o U O Z W I aZo Z!]Z View from the South of Notch Federal Highway ' W� oil Z m ®1 View from the FFC Corridor AR-1019 A Mill - M , RM 1 S y tl aa' SOUTH EAST VIEW ---- ,oz- _. - _.... _... EAST VIEW - —.2 -__ -_- -_ _ x NORTH EAST VIEW ARAM --.. } aa� 0 u— J Lu m=Lu S Z M4 _ may ruj ® 1 R-k— Q Z - i zo I ' � � I SOUTH VIEW oxfi,ox e NORTH VIEW i t.... 1 ~� co 00- p dll� SOUTH WEST VIEW WEST VIEW a NORTH WEST VIEW :w AR �..-_.J.NVVeER HW! —.—..._ AR-102 / REHS'WNS 1 N.W.3rd PL. C2 I I � � NBB 06�2R'E fM,pa'(C)k NaE'lOa6'E 7J6 W --OO a I � 9 nJ Cs • a m p 1 L I F r I ` sae•o6•s •,19rae't i L.I. � W N.E.3rd 5T. 1 �• � o I m GO c5Ou o 0 Up LEGEND: LEGEND CgNT: � 0 awc ca.o awns .s,.xna m,s nMcanwa _ V-1,�wss arawirc w.o u OATS:06/25/15 mw,n„ soo GRAPHIC SCALE awcw run ssi.m.no ser. s Grua m.,. DRAWN BY:JRw us. mun axwvn � wmrr anw a,s�sa(.�,awl. SHEEF Ab. I a rm I SRFEt RUE -" C- PAVING,GRADING&DRAINAGE PLAN 15011A REWSIONS ..nmu Pfe sPx m..v xx L`u �I c00�S°,niiw xr 1 �mmr< mm. ,mu.r xu,.me x....nmm., '>• r�a�,,,, SECTION-0.D- SECTION'A- . w.Ls. SECT SECTION-C-C" US m m X[.PA,£UfNI .CCNC.PANXC INIe E b'OR'Y CUNB o � L ••. �, nmsx minr nuixc (uE Puxs roe mmEl �WF�;t :s,.x am..A.a�w a,� � af,OE -P .n��n�ac�jCh'bk i.MlkudM • �• (f R L _ fecE t�A BASE WAP 1.r0 xiN. •F!- iili +, v.+a +.CONTROLSTRUCTUREC-4 .,. TYPE-D'CURB I1 d � o 0 PAVER DETAIL x.S au,�Lrem.�I.xy. -Il-y-Il-r M UC G, kmm.Wxfnl.f,1,.. O r om STEEL GRATE CAST IRON GRATE 0 aff n,aW.r.W,. �--------,•-'-------� a a,fl >r• .. /Is�'n,%.0 a i ( \ i i i T' a• - a• 3 T P I s» zo, $ O O O 1 I I* I r rn.rre S ECTI T �z•nn. a - t____ I I I °^""•ern Ne„sm„P Snaf � a _ T WE P CURS 8 GUTTER DETAIL SON Wn•nn .y' pA,YIFW TRUNCATED DDUF I H.T.S. R• ,-e 24- Am: PLAN "' o°�r,"xi w„n,"„u swa,...snai xw.A vM.te• rx[ Eani�x�s ITMBox INf aw,or a n& u,cw.n w 1MOjimne_ .� xrt w s,wa s. r1.INLET Ele..sf�l w x�w.�w uclwe x I v—I r 1' .a xxw x TYPE s. Q CURB RAMP DETECTABLE WARNING ,m xrx w y xO r 0 �� IVAo awm. a •^ m 00 FE— tea, °* e,�:�„—m.• •how.. ,� 'x:` I I�� Z Um =aura pia®'m uv u°r' ��,ut1l)ggBBnN, 3 * �r i::1YY• eecTlW, �ox.�>arwmc Wfr�xrc• 4`�'EH SG9CE•KT.S. ^Il�r .,w,'Sn'p"S'.amm a<r.r BB,m a Bx mwx "°"' .x.mwx ffwm,n emic' `mul'a No.Bxot �. �nGw„xaF DATE:O6/25/IS RY.'JRW r.U. ,•wxm morn w.----n•snw— n elAf BF.�8 E%FILTRATION TRENCH DETAIL SHffi No. DEEP WELL INJECTION BOX C-3 C_2 x.,.s. SHEE7 TITCE ENGINEERING DETAILS 1501IA i N.W.3rd PL. OAQ� .. `•. a NBS U@73'E IW W lc)NBB•10'OB'E 1(5571M1— I � iWW / I Q / rwTT: tt I 8 LU ui I Q N I .. �$• Z 1. 2S w n I � I a o •�, � I a I f I Oi=oi 1 f1HUDR I ,I`M J s� � •° � �'�� 1, - I � � „ V I u.� �",`,���. ��� +-� �I' i I+ I ma•slat sxoss>� m5a�nrcwRSa+nsMaml.r a S 8 / 9�5R1 1, tL ' S58.WOB'58YI .]94.WlM)._.. _ '. � � .... ..w., •" � x 1 I I I Q H N.E.31d ST. •'� -•� xz F — ONLY p .,........«..,.. m 0 a LEGEND: LEGENOCONT: .....,...x»w.... v.«...e.o.... Uq ur. ICA 7 jf ym e w 3+ Mw D :06125115 w ;�1, mrsEa DRAWN BY.JNY m GRAPHIC SCALE SHEET No. ut. utirn NOiE:R�VENExt uw t;5 SWLL BE]N 5t.q /�IME MIN YRBIER. ' A�� s M.asl SIEEr nrzE V-3 ®" PAVEMENT MARKING&SIGNAGE PLAN 1501 HA REVISIONS I I GRAPHIC S�ALE t LEGEND: , I a waa M I �w. _ v E]c+aEu vw+wc wm yy } / ., .'. •. ,,,B,�wwnn.ENNIOTeB�Ew .. w.^.SS ', ` 3�._•_-r..wr] ' ;�� c�Eal�aGl.°�E�roWaw~"E ro1MNb •-, o S PROP03EOSEWE0.DEAUND� A.I I M]OPOSED SOLID WASTE GENEMTION' a m PEM BROWMocouNrvsaowwttE ESnIM,E.DLSwNOpNMY � a I I g % i 15 I 7I�� I I .r —_.--.. Ecnra,EOaENnxo-,wrooNaM]IBcaaoumnv.a��asuY � % % b CD 00 W o0•• _ .]we, WE 06/25/I5 o@_ —�r DRAWN BY.,JRW SHEET Na. ,acxTao.NwwA �`Y�NA x��' SHEET TIRE C-4 WATER AND SEWER PLAN 1501IA REH5gN5 DEFUL•n• w� IKIlLL_A } REZ Im rona n mewuux xnun mw° •"a•e° mw. ij m umimwq °1eu,x°vr6 MnNa rpaYxsee°a wwmwa •n ww w. arvrnmaiw n us�w. wx.°a�ow nww wat r' arsw[.w senxs wum samen esxnMUxlwun+n� xux sw•se•. °Pi°R xrol Kanau as urn°+smn+<na a,w.r anx w°s m,xx u,x o. m+mwria.on.n g a VALVE BOX DETAIL FILLING AND FLUSHING na.®....,.d xSAMVUNG FOIFIT , o CC NNECRON E x w ,xroaa• � � � r mro.e+s i is rrw em a,wnn sc £i wwwroGwn S°lt 31 � W V I bIl aev wan uarw m rxa s,°r•wn•ns ryw nru. �� ¢I I as Q CTiO °:m:,.M.an•rmr.`axmwat°"a,.:mi•a. kk m� a,wnnnnxromee..n•mr°w•°..L yy _�k1 m 00 �m mnanoaw'�n�" ¢ ox 1 1h� 00 DEDIGT9!FIRE SYSTEM PRNATE FIRE PIIOTERION ^'s` P°O` �� u3 d•fi•AND 6•DIMIETER CONNECTION . .rnw.n otawas 2 � w.wn.neaao n n.°.nn n.w nwn s v lot? ENSF SCALE:N.F.S. axx K/ D1TV 06125115 mAiRa pt ORAWN 9Y:JRW 5NEET No. FIRE HYDRANT INSTALLATION —� sNEE nnc STANDARD WATER DETAILS 15011A REwstms (Q ,,��I _ �--a�x,x �--rsa�EM�[F.•x�r--{ W; �,�aF�T ,_—RXL uW w As�ce uxPnAL �i`—rm`r� --°•— �xEw w,Eaxw F ° --- 1 asnuLT sTaucrvaM cauase wulT�.1 �nDN OF[uu N','x"eFss IR I f - wN.sE e,rmlE.Wacm.n STRAIGHT REDUCER TEE REDUCER m 1 '^ wMcrFDna Lusr laow Eaaax xASF /'I ^',C J... I«iMNROIioNllll u. une DUl.T1lE 1RDN PIPE Wrnll tR DUNESER DMMEIER "�-s J/� L'S? i, } •� NW�I _— `"�1ol a,LD.s t � T•S =LppW (xEw lWieasx.> '� (vN wm W�ec`fWa Tafe"` Ll.r �uW uuc°nsnucnox— eA ro TEDPAw m��NOD ��ral"s zi,Fa"sumer'i reR a YA _.1YLTY �� FaF# aESLLD a "pxD a Eawi,n PVC PIP! PYC PIP[ Lam. 1 i oFODWo xoTF s7�'•` '7 '+"' y:bl r,j `puLt.sE�"s ro of rm"�x lx unsraWF �' T.eA#xaTWLOVER ortcN SHNief rvIKE,Ia TINcaxEeS OF M[aaNUxU. wNN xla,e����t-y o�� V o as�Uxose�EwsV�om7w o FwI urEa ) v � °• TNYRWmNLVN0.Ero OR iusceo rosan Di nuvnuxp , - �M�f�lroIX Tl�«V3 NxE ..., M4R5. a y tFO A[QUlux[NM _ _ RFSMAVa 1. AExIKT aoNCRne PAYExEM JOINS SINLL RlxFElMMGLLY SAW oIi. DQ{ro: ISE SMYIaFo�Eooum�AlAL ENRE tewTi!!ow U ��� sum BEo«rm�ucx[lumwacrto a[ox i. seasE Ilareaw sxu�V�n nWuswxraawxire pE mw(Foss Fwl°uL-sraleisL UOGLsrnEFlss).Swu xavE a xIND•ux iw or sap axD a XunNux rwaeow.EF eoMFm of wW loon wn oftw.oEnsm.s�uris,n0.rasMo`siee xo�T-`fse. U,: ry NTaalsREWlaeo,sxeWlrm.wo sxoxxo slSw«Ix ac<aapAna NJ aewE CWxF11N1 a SueaaAoe w.ieaut Uua Aq N+D SxnLIMve ANWlxuN IM OPM _ EA[x urM eowACWD AS MWIRro/no wNXa xA MQUIaFNFNM. �`,y "I wwrt GLcuurroxsr«l uOsn MaEWiMlaEsrMIM"a o[RFinao slMLL Ep Wmlai•TNIOt axwLT eAxcaETF lspombEeu,aDy SxNIeE M°MMIUR M1ozroMwMuaxo puLLluYE,i NIWM1x lM OEb `V �Sp McKOVN1F"E°.IMl1wINe 2so TMYoS g'•! TrwN W[wpfow xo MTpNro REV TM DLL xxieasu Faox gwEuxD.Yn"aexAuo wiW AnMWWMMtw. ].A[yuum As oewamx WTx[EH an �� e o ANo upnaDFExrs FAuun of xAao Aq cawacT[o W F•urDlg Wrt ifsnnp qu aFCIN 3Y Aeovf txE IxsiuLLa wWM of a[caao. RESTRAINED REDUCING FITTING ..roaaTNTawpN.EEeaiaEpaiax.;IxEmNIM TYPICAL TRENCH BACKFILL 150 PSI TEST PRESSURE MGuaro«MuegxENAa TD TIN aowwAr MmaroaauDacwe "`"w cvr W s[avcxr axes 14 RESTORATION OF ROADWAY CUT RESTRAINED JOINT FOR AxWlw:;ailnl Y.`o``II�Enl u,I R, 1H° E REQUIREMENTS REDUCING FITTINGS PERPENDICULAR UTILITY INSTALLATION x.TM,NEm•Ta>.p�s#aI+NOI'IEPI.IAEowanlLr«IT««T,Nmlx*a[a«, °Exal,.aEaMI,roIN.Dna• " a N wasMn awas aerearowpm srcclYmwnpxa xWDaEwlnnEms. O 4?s b RESTORATION OF ROADWAY CUT U ,� FOR cpd—� PARALLEL UTILITY INSTALLATION HWUZOMAL � `��s—• n NDMce, , xlp,FS M � fi 11 Y•-Yo•BF TAPPING SLEEVE CROPS OR DEND ,Es ax PDE.•sAanTmxs P. UPPEII CROSSES SXML DE RESTRAINED IN ALL DIRECTIONS wATA 1.nu ilM"SEWf"'GM wASTfjla F4Ux53iWLOE"yap T°PROVIDF n fRlIHGS AtW VALVE4 NEED TO RE RfrxPAlNfD Pf0. IIeIVKIWS EEI WEER�� \� STANDARD ceMIIs,EVEN WHFN THE FITTIN03 OR aVx�� SUNcf AS aEWIaEo `q VALVES ME M W AflE0.1HE INIl1AL PIPf Axo TN rR«vx«MNMFp TNFWPI �LOwER INSTAl1AibX.ASENSTbS QMfMnW:WILL eE WMlPlITUf W�NIxUM6 MPMn�uwgiEEwJ , wnN IwrnLE IRDN Wn AT LEAST I`s"ronn[wnsEEw�f`RMnIcwNEDwAna xn mIN15 AxD POTAWE AS•V[RT OFFSET THROImX THERES[MWINO IENGTI. µllolsTWrt Max TlN roxa WcaasslNO c DUrntl taON PIP! �'7 xun.aecwxeo nANl rM IIoFEMeeTxc[nAMTwpWrse S' HORIZOMA3,I(FEET) S•VERTICAI.CFfSErn(iEET) roRGE a GToaMx•`ASIEwNTM/pEC1A1MFD WATFA WTn9`CROSs111OOVFRA `x DxxWer a#• zx#• -IT F s rNsui`D mlxro"r.ai,laix`Drfr,Eros sra�TeD Rom!"af"Wufo�uro wTx nns sxulaep.l p. fie zrc- Irn wsE T DlrlsnM 0.FgnAM roA sronn a a,. l b. xuMun A NlwsllM TEN(ISOTI rRf NYNIZONfALDISTMKf Rf1WEEM •� �` PMAeIE wATal nux Mlp IMxInWIi Wj"METIwWzaMUW` _� WM [E IWALL ro"IWA3L)IelTTplBIRM.aWlO WA1E0.MMN AxD Q UO a s ; 19 a AIM NAW o�;.t�.: z rmceAeA"iE WATER NAW,sraRN SLwfR wAsrfwATEAaMWPlwxaa Z �� PVC PIP! s to SS F •J !^ Paa[[MUNcAOSSIXG xwaWF WATR MAW MR[UNNFD WATR Lb XDRITOMM,LIFFET) IS•VERnCK O[65E[(FEEh � 6'� 4nWx®mIMS �w I. MEJY*TffSHNL RE WDTO IROWOlANWIxIW VF0.11GLWMAncl oP � S� WenWi TT#• 22#• (\(�\'VJI� "i0E1�TH`SpOTM"w`IFEx TIE dxSIOE OF,Xe FE�tt NNN I xAW wIm PDTAWE wATWlxun OREE-11— io F`iTn�osNB ce IM SI°VEwi"NaFsN'p°'•Tx xux oa aeculN Ctl I` ! 3 y� 1 EN3oua5 5. n TIE INFLELT_-EOm55WG15paeMMeo. uJ O�.p fx 4 8� s w Exux al afnAWED xun � U3 Glau"aTa:`Y°A'rlaExwrrs wElN��FwLawlppafmapaxux�TWRMFRnTuuM 833$3— Ip sn svAamuw noT[s � � _ suro"I"sou� _ saPewr�MGxu roxpnclep.Eow E� �� h imw xc"pp"m Ws"is`I"`oY`ro"T`A`ro` Ma"ifcaa°Wuu a 4 _ ,Y.T EBB $ SCALF:N.TS. svaxr Duaunoxs Fo0.urN mlxr aEpuwx AEsraiunrf a^gmms D`I`Eas,`mc aarea viiwxs�iwiNs S No spNT € DATE.,06125115 uA SINGLE FITTING RESTRAINED JOINT D¢?t: xarM Hun er iNf LTT. "usro on w"`"MROV60 ! 150 PSI TEST PRESSURE p Lr � ! DRAWN BY.JRW AFaaxxeHlNDwD�Ppw�"""al'E"a"""` SPECIAL UTILITY CROSSING drop SNEET Na. W Nxnxlx 6 RESTRAINED JOINT sNEEr TME C- REQUIREMENTS SINGLE FITTING STANDARD UTILITY CROSSING GENERAL WATER AND SEWER DETAILS Ill 5011A coos rrx rwre stmu xe nonr REl9SPoW5 — a rw. I sruxw l�rmwwl ,.,1,„„ xx,o«u cero :w urreawual Yq y (m mwsas was w,ul aui5lce and smn,•m sexesss s'x ""'o,an `�w .oiorrwcei mx wnuexr s see '•:i uaimwlm xerwwr � xore,r � rm sloe xe xmel asrisr sour �� rosr x` `"oxortrs�ul.rs s• se,e sw wr '• �- urteauur wnx w.us �xoxoumuur wlm wius — rxwwwxmveau,uaxo S Colimm wrtx•axxl xcayswle axumvnxeVlw,w.a CO PEw vlr,l� / nre. IICOIImO � I ,. xwxKw.e"°"",�.`°'""x xxxr smnwebxrroxroxnlxxxwx�x.xrxalxwxwmmw..ae �_ _ �aumoewms uxn. x¢im�mwxunn wisxw. pp roxaer cano u,sme awrnevac ourssx;wlxu Boor b ¢wsiseamxs r•sxrrm�tll OSrMx[aWlBln/rs, smra rrwil�erot%rxilesivm�i w r,xmsr is•ore. C rlxae�asMw uaxlsmwxo. r'3 E maw.Imo,xxme xs,sm,r oeuClwrowx[p,Mmsn •. xx:s sx,u wexu,[Or wlrx w,xswow s�srxlul,aCwxl. xclllll99 rox lXOerellTMelllro Ne Lf Helm eMolx�ne mlcr�L am v n rmw aeemsr.xnm umos l«rswesranweroolsxcr wnuem nsxlals swcrlse x�uow.l.. 7$ n _ _ mxxmrmin�xarasaeo wxweraxxxnlan Gi ra. u �ssxu,rs slo ,.rexu,x xao,uxmisuo � wiser ox xwe cove r,e w.x w,exr _ocsw.wrrax xrmm ww xrweex rsrez "' b _ �oorlm,�io�serw s,n.niu"rlw.:lre•xa��o I«Iwxw�.•rexo��as,rlll .� °"or"`Qao..nen°'a"`ro`me-"'s°"°^"�'"ro4temeux_awnxour '61pEx•M101.,,�,uxe:wxinxlc,m` . �� .. �s�'"lurrwioewox�eruveova�'�'irmw°iicwavn nw•xowroxwuoas,. r 's'ux`r m.c�min.�xam�is«unz ° aurnrox��, sxamx Q � �ryu u per"Miaeor'w'owl°SwluOw.9fA1""`wwxxowwxlw,lxoaxm. . u.owsro.a.11.owx,e.u,xnuxneewuwul """wxm"io"s'rxw`°"iM o.numwnx � rrwe rxaro,nl,orolxxw„o owaoeor axwer..awo xoaruwsloosm .xo�xo�aum.nxcrounms xxo owsroeooxxxn.suxxxwuwuw ores wacovsxo a rMxe. PRECAST INVERT CHANNEL .�- S S SHALLOW PRECAST MANHOLE STRUCTURE FLOW DIRECTIONS N @� MANHOLE STRUCTURE DROP CONNECTION Z " MANHOLE STRUCTURE �8j 8 xeweaxNx �l� o w muxrr wirx a�ewlc'os rl� (j/�(y�anxe eewexrwn aamamw uw �a ^ fr ^A^ i sexulce-A. I C I a S 6 I i W I I I I nenxe evuruxo sa I ?� I �Isn moounxearre weei,xr,xxnl !. 1 wre I MNgI Lutl i I O ,. I ,x spsrae xur Z d arcs �C `� rrxx +� xxerax O uo —� i //�srwxxxux Ixe6 MB uxe INp exel ren / •�,. a x,sG sumw'xwv �^ ¢J m V U -- ------ --- — x.•,M^ GRAVITY SEWER ti oa sEcnoN�-A ''�''"'• o MANHOLE FRAME AND COVER Q �3 ewoxx.�Yorlxwx.�or,xe�..1,� � Um x,��ar�lxe��w�lxr�"re><xe'ORwe,'l�°"xol'�`rw'oee:. xw�oro:Iwww„wmrx '�;e�x°ol nul.°r�xo wxr,xxw.wu.xoraxw,lxe. ,� xw��.'.��o'"`uo"l�`,�w�"rw"l�rmx yyymmm..x,x,x,,,,y Ismeaunsxes xxrxuamw uEuo�nw Ecowncs. ..xwssuw ux n•,u•xx x•ouxs,exmxcxne<auu� f, pte'x!L SGAIE.'N75. wxexc xor tcawC�utrrCOV"usllllexcomncrwws sxmlweuxxe Ip'�T' E°F L rvesesvn>s sxNLx ox KeallaW xxxux Qe1E:06/75/IS xxroeooxor«o�"" SEWER SERVICE o�"""o�*�"o"•'"�� CONNECiION AT PROPERTY our t �1N9Y ''RW WYE SEWER xlxx LINE OR EASEMENT LINE t� sxeEr No. a +e SERVICE CONNECTION PROFILE �° •wxxw C-7 sNEEr xreE l� STANDARD SEWER DETAILS 1501 rA I. APPLICABLE CODES REVISIONS - A m w s�w�ua�""wiKxonc [.w."""iE n"4r leow)uro < [� rw4 . u. .°inn umncs""iro'is �[n,[n"vt10Xf" ®'°rr]"inum �x.ocwr.1 IDwnsEucra.s"a sviawar'[ na [swsa A.s=a rc sss[W ra m[ r ws[Kr DrwN4A0""a4+o.u"w.Loca AM _ - grupq([ruslw[w M[srVp[rtp rtuw on w.a[o __ _ nwwsmwta'.wo we sWii""sauim m sX.t"'[rtt.U uw . [ A_ e:rort.[nM[D nrmiv�vmart. a1E. !crw""`raV(osW ao:w"'[ww°"'w wwwmxrc" "�t"v"x"xn pwimT.x�i vary aes[xrtw 1"""�Suo MA aen"mAA"iro �.(mGeM � �(.]r��� �lwn oac'rwD w.iux Y�a1 o�[4rtxiN'�[o oo�a P( srxsrr s swMv MsrvrsM.m.e4.nswa sm rW sse a rtoaM r,o;[x "roi""A'i pwNvsx,rye warty aw never no R] Y .m - xois v"dw nr�rv[s.ao roz[n eve s"iaM'wowim nr rttr(fT art e[auuEo xw mwwatd sx4a . r .rc aasero.nwr m[sl.aAcr a [mowxr [e[pul[n M M na:watm[w.{iaaa rtxw rz[t+u Iun � ���+Po.�w 4wp. �� a wOwaF Mn.n wwA iwr IXC¢e M r"My."r [ nwr vu s v ww wwnro ce r[aeo" `ro;wr,[.wro"'uro'nA[r ow M.s a'Yu[[.m4re vMo uM snm X A IFUsaen VM, nx s V wv sn[¢[uml ayswcnw w wL meulEo vw Act[vEc rvca ro [(cYltta v[n wA11 --1L .elect .s noun sm wWw >Por awn 4 aw(�l w4v[+c'M-eusr sn a 4nur. - v e�Om r[wxra[.uw[w[xrsva) x owwnw m[am a m4ruwcx 4xx m[awwrasr iwrrx wm <.art('1'n-ever n v an4an rem[.ws saws sa4rz nc.ra.".nox usrzw v"+x ml WATER DISTROUTION AND/OR SEWAOE FORCE MAIN SYSTEM r rArara>sx rmsvue[wAmw xs v us/xi r w raw io suaac Masi. n 4u.rwwnU, wnErvuc raa s'uu s �c�MrasxMnE"Ix[an a eww ePsn as ntwroxs a mwe 1x�W v[w[xc[w a m[sr[nrwmw.n e.tm ax xo.m.uve"x .rw am mr[wave"wa.w 44sr n U[stw. . fount mnx[cmro:ro re¢ caoro vwA s 4.Mn n carx.xxw.vex Uarar rxv W rw'iwuiU t4�iuoMxc"iF i[i[wwi rs r[s 'a'ca'' �s", m 0. PRECONSTRUCTION RESPONSIBILITY _ vuu e[Dunn sxas wxram m xnV%w crii/xrsr mss a rn ncaa�wm wn' 'm rtr s rtw°Co[o09""xv"rown[s w .s"' V un .xvs�w[[nfawuvv wvMr Ar save w xwss mo.Po� A i""s'"•rrow4 4. mM.����������� nln.0 v.srx[i's n.art a w4,.euw wnms U r VIII. GRAVITY SEWAGE COLLECTION SYSTEM r Am.x n a .4 unnn.u[wmN.w 4[c r ms'wm4xms a uiv wM mlvn n ss ar rx[aossxc � swxa i"A'irn woU swu.[r[uo uuxo uaU w<n4w wax. v wu M.""sso.s`n"rzws e[M[r+uw."wwns"snxu cv.w¢.n[ awns s.iu s vvursia[o a Mwa awn v xcmAouc[.w4 a-.x ww l] r a naron.[w.a[Tan a4wt roF= w"K`"a a o"� Arco ron mxwmn was w roaa��rww pr Ean4 wwaoo M e Gimsr,aaa,,, .4urza.nw.4"aa.[ 4 rnas`"ww W. AVSPECTIDNS o� ma save m,w aws.x �p�iim,u s r"Ncwisxl[a�ru."'"smx�.vwow�i"r.4 w.n:[s w':xAs[+rwu. "s[ss Act>vwm n o swu[[u w4snwxo w swua er a[.x4 � 6 enxa In.-n.-f..aA ul.a aw.°rn'mro'w'�.�o sysmA:uwa wrrw°A"ssw[w".n wwA x waa'w"""0Cw Aavwi F 2 ornn«A .-"i �ob°a •�rx[sxi•'o'ova�""i" M w sts"i aibws vws s oucn[vw.aw aNnF[s-o-Iv - x wm woo rn mc,[rt xlo aroF w �U �.mv ms[l�alsroar wow aoMMx«aws ec..vmwro e[vw..rnU/uxp wis vw w°['°s� uses wcn".ws.cawur[.veto.nca rM Is rm rw4.4a . e.av I '. wave n,n> PoA .m aw.mww u4[nr m.mxMto[wn.ro F' a "w n Iro.T[In w a wW .w�a ape Mom„a vex "awa w 4ro i a4,[a.n w.a4w a m-n m ar era 4ex wM." 4«w w a 2. •as° a�Aw6x a" tea':`w tea`as ,w. 2. aa," .x41[as waf aE nnw4w"n[«a •��4o"p`w;« w o"[4.,;mow�ro [«'I�w[ � K.�.AT,[awx,wwa,n " as- as w .w Aw w Naw " :ro wan .n xw . 4w a ww.a n,m w ME—ro�A;"111m N. SHOP ORAWNGS vm/nn,cmo-s,w aas-n.xa sra.vx ruai rueew aAw[C"mi "" wroe son mm vaWs sm ° xw x`� wow,euw. or e.cuta IM ronrtaal]. w�"iA w(cw`-i'we]a.r�awv�c r0 wuo x6[xln-aUxm rm woes _KK sw�u x,euctt[plw wE onowra v n.re,all F+� p .. _ wwns[s.0 n s4wn� " .r^rw i�o.`i nr..-us w uN n w ceoiron u"�'wa[ ', vws a[.¢.-sty. .araaro iv.roomwc[xnx•w[aw As w m»I[wr n'ow ecvx, f+[ =s oNT l''LuxeT wlr.[w vwt s 4 • ;��.mar�a[,�w,,,�4� sooty[wwAwn w. .�^»[a[[w.rx aaaaAm�,aA a.ram ww 4w,,[aw.,awa °' �. aa,w,a m[M�w.a a,wa�aax[�I»as a,m[,wN[ 4a aw"ex nm awx 9.Mwa[..>roaa a � ✓< TEMPORARY FACILRIES s�i.4crswgs. t" a wsMe%awrnw,�ciasryiu-arW,on"au'i[ssi°eaMsl�w. aas°iw'prz'""s01Li.'•� _ rts n 4xpaxro W sd E M I s x1 att�xailinroPois[�"vet[ m`av9[mvuc'[ `wi"dun ua[ e[mex w4 xo�'""O smoro"rwwms�m aa' va"wrn"�[v [u"rtcl or ww 4awac [a,t P wS e.[i"r�E aac q�-Y wx[R.vnM4a w[Au rw xwn(w•aro _ �9.w wq w�crtrul rro"o+t""'wN�VY sisal Iga4vic m:w[nvx a M r(w smcx Vx",Po ttweu"vc art 4Winn Lwa n Man rw rAaw m[rwww" na U 0 3n a f[.n"'Avv Tw wvU sart4 a.•rxvm an Ixeww4[o Mla"ao maw rAo"i�otawx urz�si'amsi'[sal. sowwxs 4rvr.aml wms A4c m.wn xwwxs n.xA et r x���� 1 MR: .wca.m.wn�ra xis�anus e[tyro wm w 40" r az aws x raw.om.rm A ramllwE w.rz4 new w«Im.[.svl. tawrc v 4E aaw ww.4r- w .wxv 4ux a waww�unwr�` rw cm a wry enws.0 orws nu swu a. waavc ccos'. p _ w�a .Mwvm vq uwwx[e sm a.vE Ia wvwwA"I"ait wMumx[xo a.rrc w[. aa:[rw w[rw ¢4 omuawa" m[om< own m'e0.w"[roiwr[o ww[. Q U O a w mrrx""'o4ss a"M.¢amour[uww v.rewm"M[an a aw eIK—scn swu a[A ca4a4rmx a e"M"alaun ar wc'""ws-s4rt"v-"u m"iuwis"'�rc 14s4row).aoF uveun nm.r.a—1.sm4.nusro Z m[i M.aPROJECT CLOSE OUT sa[rr cwva�'"vwi s�''ca v'`wl misa`LLlwcl"w.uM - a,w[ .a,a,[n,n[ra,,.,aam"ax.A 4wx w"awrMw.w r..P�aw[4w.,4w a[w.cr y� s f e[air w a�vm"'i s�v`srtu a"OY[.o� maA a4a[.won n ew"[xaso"m r 00 mA[ea-aa a ww. as «,ww. 4w a.a a ro..w a 44aro nn W c "[•R.z :wl:wm.w�[.«�"s:A°a': �_ 1 - A 4 as a, .ar .w4 m rwa Iw�m a as a.4..a..[w.Aa�a. a A[rolm as..w'4s<nrlw r.a4 M an"w44, I' a a mw aw4«w_ QU' Leo a.axw[�� �«Mwa aver" ww.4 w.a as axaf rwr " r.xawW« �°"x.'lwlanr:`aWrwt 4m ax[.[e[w[vi4ns"v: r.ww ror �ro w4wa Hx wr wn. fW � s uz. r rAcwm wmv. "'°y"'"ivs�..w i rts vo°w'r°vI[w"swr tta ox nsri[o: {g$NGEN10F ryi SCALE,N.I.S. ', " a wsaon 4nxv w rzn P]reo4 n4 avmx asa uxc a[xca[w Maw[cm w o.w.Ma,rAax m rw a.a4.,w faxrwe. iY . 4rIz.rw4aAve,w4w4"�e.wc 4o,msn4xs rm art.w vaWs.aum .n m+wrr unMt 4wA xv x va4nm.3 o. DATE:06125115 ORAWN BY.JRW m.b MraPAw w`..�nw's ulg.e xc amw or oc wmr x"Aww[,r.as w uorc wmwwaw w.w".x.n[wa www enm rxs�m cremruo.a cwurw ro�wr axw.. °AR.aeAart oxmw.x7y 4e SHEET Na. m ww a ix[swwa u4xcnox wcnxc"xn cv,mao �0.wf^e�n� na uavw va ms an "a% (cva%, oxrowrwr naves ,swu rt ewm"awmu a vro wa ru Imv aurtx n4v r acn w SHEET THE C—V "aasaaWWex eaw rorowwa m""ro'""°°"° "`"°"!' GENERAL NOTES AND SPECIFICATIONS 150111 OI.WET WELL MOUNTED WASTEWATER PIAMPING STATION REVISIONS _ U. STORM pRA1NACE PRE-iREATYENi/EXrILtRATION SYSTEM W. ABNNOIAAENT/GROUNNC Df EXISTING%PING •.wiew�i�wo��ta�inr[s yes mw.was wxo w�iss, •. mn n vnn.cmn a tK ua,[ev�s a K ro n tK« ��� o x o[nrw.ta rax n[ow nM `�� �wtarfamm«.r[vru n�N� xven�M rvM�r�tmvw Io rm t[mp n. . �m�xm nxwmm Ua.miNo tx[aac [aN•Pmm.rbta['9S,.-m'i.�orswa mi�6om�srrn ear enrr ra[mbs nos[mnram,A r,P1 m nd srravf nxN �P)aw i-raa�ilnn�iwe�P)•Iw xa mrwu swnme ae mwne nK ��«�ewm�w.aanran wx nrt xwKias nwwm n N wwCVK,on«a[awwwr 1p0inw�ammv �e,mna" mibccmn n N wps ws m G swlve. x tro xn Isl nau nK wo«ce nmd m rnm«to mmaw woam,n rmsws.xxw[moAl[m.wwmm wxnas�n.«sm o�,tq,s uotas. n ply XIII. 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EARENWORK AND COMPACTpN t ronwe mu abb,n«oxpwxa muvw w sabca. �� h • n rK«rnAl mre,n.i s r ul M Y(a�rta imvflw» wo.Nam[[Mo n x[cvnaama rrue a Mw x IVC[a wn b1 Mm wTl mM a SrMm w XN. SIGNNG AID NARKING n xn x al Z n .. bKax t swu m sowecrm ro m,n sa wmwN rir NW emnAa oxxn wwrc arw.ovnw wte,m emus&W.ww suF awe ena.a e[ 1�Q s.. «nnemo rmw,repo[rm rxas s•xN•ar«roe u aws n rucm o.[a u rwu m n saoo[s. r PL. 2 _x..s m n•cm a n<axam ma roe.m emuso w.«uWxrE x« wsi.amwia,[ai«xouo` ma vsm w Iww m[a,e�wn tK•as«a rnu.wrt ip wstxW min- o imwn anm mlxe apnea uvea m 1/+[\nKvrx at wwnf ,.boa z¢�a«neM[a mnm.xicwrm mass.NS xau a[nmu[o W aromrn rie fr wxw roirwar p°re1v�m��r non�' ni Pmme w r ol'1 roo aiv werbY xWv.nr.n xwn ras n bW a a[rwm swu m anar n irwu�w�.am w�i�s ux rI�xm•n x a m�P�m er N�wm,-gym ea em Wim a w Mare�nr a sa�we�e°� .m�P w mx,[nP wbtw: V e %I. STORM DRAINAGE _ frnL«nmm[s w.mm rw A m vxa[as n M laa«wa wxnaa (•ENr u yDTF, w�sMNeaax+Awa�x nMr n tK«.SA rr[rno M cmw n ma x,Ps.rmtarm m,rmTolx« «rNa w.wr nuau ~ n �nm..vrwrrns)-t/s•uy .m s<am«axx eua rtn•xrc m w u1sAr Nr[urwmn uo awras �p�' •wwn Z mn mux t'""`xPee�v a�"'ws um tioi"use••roue �°`�vrlxio.a ^^��„ ,[nn'�"'m,o""ate 0 U O arms¢1•+�m�ere ar�r i w�ouv�J r ' - W1,.rvt�a.rYrPu As�Kws bt�am� s,.IM Ywa n rpD wM mnna xNm m/+L N[ar b rK m.µ[[ s(w1 � � m a x a .11r M f.V[a itbrlarx�omKlp�u¢I iw�amtssva Kam sMx� t n mu«mVV4Wc rq a sK w rrs<ns1 - nrwa,xn A a s"nais w�OF�isi smualr"xx mri`a cameo amo[,w mm.T bars•m wa ws�r m p U xAas.[x,vas n awm[ns b rbt n aware[wmewu Na Km,uK�k xw ax mna a tK a.K p m tsP ro rsm a)eau um Naw nu ors s m v a � � wwrnwpe m��ua a a.,[ymwe xa wnu wa mwc ern ws n mx m mm ��arm'ns � V O am �mnl�rAsnx01Nra vrP+rai°�n m bo - xu.x ma.•cnv ro sm«x uuwrr mean. ���anc«um ar aaxx��imxnNs rlwn vwwt cox � m ..verNlviox xemr vaarwnwcrte x nc snu as wnAa aw.,x mm re araarz w towa asm«tK lT "�°E SCALE N.r.S. e.sa rbnwa«i,walo n«[w.wrcrvas, rcmms.c ws swnsx w.ae v 1e09«D w sorer ,G DATC:06125115 wa aobrxKw 1p°°rN '$ onN DRAWN BY.'JRW vn bs rw,[rsm u w[-wis, mMwx�,xn.wsnoww w aaaa S,rxu.W wmrK.P.r.nm w uvx xor ro $6S•u rums.rm mws a.N.n peso sa m.uM wu,ncee«s nru.a mnlK. .aa cr1 m ti NAt p.* SWET No. a"`s > a.�a aema b rwr:..awa K.m m sNEEr nn (,i—9 GENERAL NOTES AND SPECIFICATIONS 15011A RLNSIONS GRAPHIC SCALE: t Nrm> 53. r tit P c W •. •. ,. .. w w •. mrnwaW�ism •. •. ,. a •. •. •. a •. •. •. � IE V iAR __-AAR_ IM II.a I!'b NNMR 'k.w•°p•e I[0 - gttleRrNR O �I il•ROinl htlm"i � iWmnk iwtlni v. , �`.• JL. ��� `�":C: mFMv`a.:« ®o O G C o b g L Al �- pm EN ' SCALE:1•-20' t r 6• +'•�• _ f# .1wai OATE..-06125115 � ;:.�,'L�["."..•'s_-_.�_ ".�". 3':.•..,..:"�J.:: rrae c n Rm_•. 'nw.ronoimn :L... .:..• H SHEET No. n..""--t�—atr»-°$'." � ......- x:..=•c.*.':s'£v.�i'rra ....w, SHEEi nne -- PHOTOMETRIC PLAN 1501 IA N.W.3rdPL. , 1 s ouavcxnow t .I 1 I }; I . 1 , N88.O622•E,t. ar(c) •iG rl6 sr 1�) /r" r GRAPHIC SCALE r � , J u. E r 7 W i I t A r j'� 1 I 1 D r ;I> i� Ig, p I I / ai I I I r �I I I I I I FIRE HYDRANT CLEAR ZONE En 3 I Il FI 11 I` 1To N.W.3rd TERR. 6 w a4n. I / / rr 6•mp 4 ' W 1 ,1"� I� uww wow rR two aruar,m ww U LEGEND: / N.E.UST, �f _ wawenwnuo.ais'"wn 1 _ aim --------------- I I _ I N.W.3rd 5T. - . ...__. .._.. I �O U a I., i�� I I I I I oy�'4�E�P�•� S - E, i'a?0" aw¢a DRAW dmv Br. XSHEET No. EE THE FR-1 FIRE&RESCUE PLANS 1501 IA --• >�1•a wn-�w wl, mm la wmm.`�,"w I I � ��v, �,.wa1 ,�,•m, I I �bm�.� www`m•��n _..---- ,ttw,m�lwm, I....,km -- y b i wl rzr,c r w y w mGwww na ac w m zinc '-- - �--—- ELEVATION SECTION CROSS SECTION SITE ACCESS II II , TYPE III SILT FENCE m vww w 7 m m a ELEVATION SECTION ` ak lwm w„uv TYPE IV SILT FENCE w�wrz�r w.w. nww.,m mwmw.w. E g N.W.3rd PL. I t I I I 91 F-I o•, v • o /l N88 Oe�'1g•E toW(C)N551V06E 1<5.521M1 ' I SILT FENCF APPLICATIONS �Z ro . CNEOEINSTROL DETAIL SPOLUOFNOIO r p 1 k]OG] EI a NOTES FOR SILT FENCES Cn I r q. I i I I,�Ili ski,E,:cE w��srn u mn IwAlwlx wau Irsm w mc.p.„rc sG.alw '�. Q E r / / \ •W c, I \ I wrr ra rt usm wrc ux[slmanr lows w[unsw•-[0 vxFEsllo Q � � \ uY 61vLw[k16,,i W 504FR MO 4'W w SIOK p[Ef02 H R[,. a (sEi KOErEE•i) so' ( -yy nam wlx wr aw ww,E4EL wax a as>�xwn w '� o r Q 1 t \,l„' I S f nun su GpRS raps vlwlw[w noww krusawsEx nwu c n v iC.. I 2: ��': \.. I, S 1 s �m x•I lwtm launoxs am nmagrc san�ps usGu u vlwlwsxs mdu or a � LU LU a Q h€ LU U. i s A ij w i2 I �4 TYPE w '\ tl l I S LE , \. Pti� q V O 1` n GRA A N 2 Y,�21 I 5 3 m / \ t �`� ..•f .�, ` -.-- 88'05' '`lM) -i Iwrs,l 1 I +1p uasa"� soae r-20 3 OEN I �", ` I ��' I \``+1,._ Y - • OAI£.02/RIS I e � - - � \,.. 3 •�� I DRAWN Y.� W 1 t F I N.E.3rd ST. dbNAt t sN£fT No. �w•.,w,w� ER-I sNCEr nrzc EROSION CONTROL PLAN 501IA - - .:- yr-•rF.H. r,RF�N,HTL.Mr "STING SABAL PRIM VE�-• f°I w.sr,.f rxcw,� wu• • TYPEM .......S LNaWf Tdvus O. (3)RELOCATED 26 i CRI NI2 PRL E OVER HEAD TREE CANOPY 35 MwK® COC.ONR PALMS AS NEEDED TO AVOID COKUCFS WDH ME C012 s Oi,rN RR .a WNiAraxAN AN, ••p `y{ FM] , TREES.ALL PNNNNC SI1P1L BE OM Cf N 0 _ J AN9-3 WITH 00 sm's SO'S ' - Co. ou •••• „ iKn.iRl'.R`coUcs'NinKfs L1 t NP3 CaGNTf �P 'VER I POIr MPNcm i KM ,N Ya 59 ,/ DAV:MENt ro0N 9' pNq,¢wusnp< A • INSTALL ROOT BARRIER r r-TYP. 5 y-,1Z P. Hi,wEa=: s:15N.:.Roo ss Yqi n dY3N ErocEP siws AND E%15TRYG tRffS AND J [[u WATER wiz CONCREtf „� •ws w.�u , C�i�•:�p:Ep�R r SiOfwLK '' .. ^' E.R. ,�. '• R"�iP.vR. 6 u" HSL3 rROL®-c ,0 i.r.n wuw,wu,wc ' RENSgHS: y I REV:[MC COMMENT611-5-15 rmr N cwr i,on REV:ONE COMM NTS 6.30-I6 I O, J s'��P REV:OPL CaMENTS 9-1.16 S97 r u„ s e1..TF.NAR^M 40 EMSIWG �`i7 •< �s aGu;oFmiNc FANBO LN60 1, y NesM9-IR 1—x,.1wlxs 1 SWB�E 5 ....•.x.,.' ....'..., _ r I sHori la la.is oN,s rr ET TITLE: EKLSTNG COCOIUT LANDSCAPE st J PALM =5• m mcE v P NFRx E NR I x..b °^°MrF PLAN f1 I P ru. u.,,.rn. , REV:I 5-15 I TYPE IIEl i6Rr, I LU LL I � TYPE III THRIO _ U ,YL r _ LU `i`—r,... I _.. ones J rt �TNGMR HEAD ELECIIC ~ W W r >: CONCRETE ----- •� fl :1 FEDERAL HINI Q LL Q N12 Q f >N�rEE � 4 -. a I. X �_.__ �,._--_ .-• so n�Ar,wAR wiLLTw u.faFrlroN A.wIRc U _ B 3 _ �y Z n p ' �RooN � Q PMDF J L6,f 0.YM1UCRsa�fW V.L,RAN, � � Ln (i fl fl S ^' BULD. J CMTMCID15NA4 ANIFM IO ALL Lath mots - 41- LOADING TO ro LINE a woxfaN,NRNn d -ZONE a,�OR sruuvRwcNa AxD uIURRANs W PN .rs aNMMNLs.cpwRAclu sHu.maAcr LArmu R„D.sfcrccasscls W A alrM*vWNora ERw.oarsrfR PD'1 LL Cam--MNA109RFTLsrpiALL . `, PUNrro NTAAS AHD RYUKA1KNs. ¢• ,�•• � � ��•� �-' fl � : Z PEmnnucnoM,RnNcmrx,NE wxA rAaraW I i ❑ r' .I —NAT ,CrIENAA wa •�•,•�@���• 9 �•. i :1 .� L� I onLLws[n1uV,.95,5icEg5Aw l—FOORI. NORTH oENMa51NNwTFMsamIAFNEEFNE BA' J�y NOTES: En,RRENRLr CONTRACTOR SHALL FDO RELD VERIFY MATERIAL TAKE aFFROMFRa1THEPLANS. ..' P e• w _ s.._ T T CONTRACTOR STARTIG SHALL FIELDVERIFYLOCATIONS N ALL INA NIN.SRA UTATES. •F, - - - — -1 'L N :L,T" TO STARTING SHAL ALL FREES/PALMS 5ME IN POOR A MN.5'N OR ANON. •F - y.. CONTRACTOR SHALL RE-500/RRLCH ALL MFAS N POOR CONOIRJN OR DAMAGED SCALE,190 •.'•... .. .. -. --. •• -mos�zw i "Ri "" for R s � BY CONSTRUCTION' OSITDATE DRAWN'IB-219! oC Si CONfMCtOR SNAII'TRUCT ANY EKISTNG LANDSCAPE MgTEMALS N POOR CIXROITDN N.E. 3rd ST. OR DANAGED BY CONsiRUCTpN SWEET ND. CONTRACOR SHALL ADIUST.REPNR OR ffNACE ANY RRRGAlN1N EQWAENT FN( NA.MINP F. OAMAGfO BYCaI51RU[iNRt 65 REFER TO SHEET N 1 FOR ERIGATON LAYOUT WITHIN UNfTS a WORK Rir�_1 (2)RELOCATED B514 30M I'M- S00 [DI9 PSIZ II I COCONUT PALMS 1 9 CR 9 11 REFER TO SHEET L 3 FOR ERANTINGNG ffTLS AND SPq ICATONS 75 OF-3 ZONING CITY DISTRICT(CC) Rssz,«, J M 'i ABO E _ O. EXISTING TREE INVENTORY I , F �0 ` N TREE NAME SIZE MT,%SPR p8M CONDEpN ERMNATION ANOPY - •:.• +�I,I,rs'H. I. QIEEN PALM 18'M.10'08N. POOR REMOVE/MRIGAE 100 _ _...__FZI a AIR REMOE/mrwAlf 00 �•'\ ••••• - 'IYTRN QMNNIG APALM 16'20'OA�B" F 1 PALM 0&1. POOR REMOVEMRIWE 400 �? g2 8-10 COCONUT PALM I6120.0A.101DBN. POOR REMOVEMITIGATE 132 RELOCATED COCONUT PAU45 i '. I I-1 S. COCONUT PALM Is-20'OA.10"DON. GOOD RELOCATE S u NO.11.12 AND 13 ' I ' 16. COCONUT PALM 1 B'OA.10"OBN. FAIR REMAIN Q R ..... I]. GUMBO LIIBIO 20'X20'25"OBH. GOOD REMAIN - Is, SABAL PALM 1B'OA.12.O.M. GOOD RE AN II 19. FROB BENIFMNA -XIS'Is-OBN. FAM RlM IMITTIGAE 225 ' 20,CAN FELLFSIEHIAMNA 14X15'20"OSH. FAR REMOVE/MMIGATE 225 CO ON AOI.PROPERTY ES —J� 22. BRPMGW RPPR Q I4'%IB IMIRT. FPOOR REMOVEMTIGAE 324 °1 ® 1 CONCRETf rhwERs , I 23. BRAiIAN PEPPER 19XI8 MULTI POOR REMDVFMTIGATE 329 P �j z6�raC AVEXRM M•^ OVERW\NGING OPY SHAD 1 + Qa Cyy BE PRI.NED BACK TO ALLOW z' P, rI r REFER TO SHEET l-1 FOR MITIGATION TREES PROVIDED , O Yg^ l THE PROPOSE BLEFER TR[ES LL ALL PRUNNG SHALL BE N ACCORDANCE (IO)PALMS TO BE REMOVED(1.032 SF.)/2-516 5F REQUIRED ^] I TO ANSF30051D', . I BRA&IAN PEPPER 648 �US XI.S-243 SF. � �OR- v ' FICUS BENIAMNA 675 X 1.5-1,012.5 M. " A7 C RETE TOTAL-1.]]1.5 SF/%O-4 CLASS A TREES RFQMD(SEE SHEET L I) ONC / SOEWNH I . NOE:NOTUES SHALLBEREMOVEDORRELOCATEDWID TATREEREMOVM PERMIT ISSUEDBY THE CITY OF DANA BEACH, NEVISIONS: REV:ORC COMMENTS 115-15 I —� i REV:OgC[OMMENI59 t316 LEGEND mil •• �.. ' ® TREE N0. EOSTNG CANOPY TREE TO 3 1 Ex RELOCAEDrREE MEET TITLE! a '•• 1 11 g 1 •• E%ISTNG PALM TO REMAIN m: •'••����''• � EaEXL •^• EXISTING TREE n „SE R NNFX , : - -_�—: /—_;� D1R1 i PAMTORCMOVE ME SHEETZ FOR EXIST DISPOSITION DATA • rns 10 sc .,. TREE DATA a DMA PLAN •••• ' Pe ax r..3s , I - PALM RELOCATION NOTE: 3 RELOCATED N RW IREE I 5 THE _ BALLLN BWGAMM.O4' TER.OMACTOHAN E NANOWATERNGDNLYFOR APEAIWOF2WEEXS.REFERTOSHEETL-3 FOR PALM GLYRIG DETA 1 --------------- I yy `��.' 1. n I�s' VV� a REI OC:9 1N N -tISG YUrfR IRIu TYPE1:•..i`F:e I�nKl:b::ii�ppka mixF rO Q u .Raa R 4rOx� , t�F u `Lr I,nn\np,ireNRMiwul mir hrrwapeorww NmW�ji:e'ireM'uI MA�.'"F6m W / -..`�- -`-_ I -• Mi sE -�I I $ rmiaihrl�rlro ta.I.lenwMl3'nbo<e FrM<IaYR be r"ol psnNN NM j w� • -` f An�MrBM,y rnx pu«aeMnN1)xwlsin k<«4r. " 3 CONCREE r 1� p Nepx4el M"e«bnIflrMM9MIONbv LL'Q �rn�MMyyN� yrnnM «xapbrlu relorwxunmlpwlek. 4 Z Q -q'tEE b ry .-. _ ` ( furs lerFerx na l!'.Mee FnaelN.R xe mbeueaM-.-LA 1- v --- '--"-"--' aa55 I mwMe ppeerk rN end lnloNMIM1Na EeI N. 1 J •• uEEnG xnxn wa I � ,\Ma le wN�elid otN<Mrmpninnpble ut bk 1pet�Ru' W S - 12 9315E v' rpxefl p"mRRglo MMdliker k 4eN«ry d! d 0 d 3 r - rw.NE q pewwwn.nwxnma.kw.b.e M1..F nxR.m xexxkmnxmn.mdl wEm D. I LOADING f -' �, eraabdemxMll.kerb lalm Aall M1an nne Ned MFHw NIMnnarl Mrm ZONE W wwfx.mllmn. . o--'-PyXa `n- I I ,\.fTnnnlmr aup lre4wn11N parlolm rHuelM.ParR 4uwM1NakJ luxe /'.«n -+'lpv�•j I � � nlwaled.rlWl kfngelN immeMelel FOlbninR lxW Pnnip Trva llp 1 99 mnoxer•r«unemm O ( . W «INxIN Tw and pu'bF aAAlly i<rIXNNMIM1e unvlinvnnay Ae emv .«o«raeeeer«uxfu« ll.. rmurwmmxPneNl I.'min'Rm e 0 iw:u"`R aoNm xrM xr<IwnN xee auR l«ImI.NeI...NNa9 numpk.r.islnWr:«-wwlwlM1:xm..xaw..r«Iu<nrvrxwlmwnm.xu 1. i «9Rnkw1 9 x. Ml.b.xabmwe\dlNk P« «lrxn xr,Hw.N4lm,rx waa rRr '�� �'NF'STER- `'mil - x6 ewa.Rn<«..««eua en«ur,smxrwx.\wncRm«rn waRx«..msrxrru«nwF TYPE It U q tl0 F f :'I• .JS , � ..._-_..-__.:�___....-_ - wCwre._—__ a '_` T P "' f mecrnoM_. a —.•— �y • - — — — — ; ALE I'i 0' — — ATE DRAW:10-21 15 C C C61F N E 3rd ST WEST No, ANIL RELOCATED COCONUT PALMS NO.L I ATIO 15 TREE PROTECEONITEMMILARY BARRIER DETAIL IMu�1 OP-3 «nwweu - G ZONING CITY DISTRICT(CC) ' GENERAL LANDSCAPE NOTES ` t c 9$ lei �}3 U., 11 Z v FS a4 J <. _d REYE1p15; SINGLE TRUNK GUYING AND PLANTING DETAIL SMALL PALM PLANTING DETAIL - "««"^.«'",.« ^..^'"` "ni... r«r..r .-..w..^«....... EET TITLE. cYRAI Y�IfI:.txxH 1N•NNaI CANY(IN ...a«. ,.,rurw.n v.rrw srm w Tx%.ua .\.sx\.. sl-\rlxs a-Yuuwv ^» �r, LANDSCAPE %N WO PLANT!.YI 1NU M ARAYIU:Y1vUg1 wrw,n..ui -.r.vnnww wer i..r.,, r.wr n.w .no mu nw. ...n....o .,w..,w.,...,r.r.n DETAILS AND `Ina zu to axne. SPEORCATIONS I.I_I-.6MOMNIOIIMULA ou ALL L Fi� f L J Gflq I1IL NTDl11ALI..WU.I%1 I .' '� ...,� •mlu.Yauw+aY.MrP a . . \ rr O PALM �„ PLANTING DETAIL .r,.•m.w w W IL .,. nn.r..rw.«...«,.rw»nn..„n.n_.ww.n ....... �Q aa.i:x��Y�:� •,m.YII,x..,ia..Y.La« ,,.n,..,..,,rr.«.....,»,n,n.w»w,n.w,. ..., � z� , asYxq a:x•a:�aP. .a..rr.,.w, «,«,w,.n,n.« .r_w,...r.... 0 m o ..a®Y... .Y. nPL•a: , .m.«............., a.,..r.»r............., ILL x�N• ., ;;�.L,.a. �r..r,,.«..wm.............. SHRUB PLANTING DETAIL Y\mn Nvu•%MNxx.Mt M.nemsr"uelravNa•Pa[.auwTla arc ....m.� n wn«n w.. ..».n..».,o ".m.rn ENS..sse.wewe/w Tn•trpl —.i Mx xSi.xNi;K,R�iuW F�KNPP ��1�5 1/2'B40fi GIWY ��YCOYN6aBMM YnvYl�f YPMTf PoYta NKI`WIIYiY KPPMY�MINI�Y IawLnno. YWIBxdCN .M% LE:i'•o' venax•m. TN•p•YL a` r•LT anx,•nYY.Yaxx.Y•xP,a.YYiL : Y^YwcYo ittr•• MEET NO. SOD PLANTING DETAIL *� � � v nx roll •YTuuno% ROOT BARRIER DETAIL wp•uMOTECTIOR/TEMPORARY BARRIER DETAIL OF-3 j� �✓ }) ` t — a n 3/4 NEW I*MRAGATKW METER W 3/4' to ,f ....YO 3/4 10� _,.10 AND"aFLOW trrnaH a .>to .-L- ru r,TrtlD A,xw. 1 11/4' I, SLEEVE 10 MAW NNE RrpL G Ul ',! > 11/4" I i , Aua:cov,v Ts ovltuYo a,,.Aoslcr C4 Q jj,S ' ,� 3., • 666/1 i _. i` To r,r:CtC unYwv, l� Sla 1 I IMP 13/4 t1 11/4" i - 0 PIPESIEEVIWGSCIIEDULE REVISIONS: ZONE 2 8._ 3;4 PIPE SIZE SLEEVE SIZE 30GPM 2" ,� � SSE} yy •nsL I IN" 2" 110, ' 11/2" '( 33/4" J11/4' MEET TITLE 41 , I, IRRIGATION II cPRNLPUEWD�EERmeroR EaTu PLAN NP,E RDN / , '` SLEEVE xw nANSCo[TWLSCmcwr Rxfir o,xERa F 11/4" ..... MAW LINE PIPE x'wctwxc wnr aux 1 , Y. Lre— LL S. 11/4^ Y/ a '14- PMt I�. > Ill ul LU Q" 13/4 �. PUMIDIfiTERN EL EVATKINREIAT—SHPENAGRAM F- Q W f w Q r R \ V tad r% NOTE:CONTRACTOR SHALL FIEW VERIFY ALL V IJ t.3/4, LANDSCAPE ARFA$ARE NUIGATED WIT.I OWL W •..., (r + COVERAGEW"SM OVERLAP.CONTRACTOR MAY A00,REMOVE OR RELOCATE HEADS TO a PLCOMOBATE SITE CONEHMNS THAT MAY VARY FROM ENE PLANS.CONTRACTOR SHALL MNRg2E 6 WRIGNTRIN SPRAY ONTO HAREI6CAPE SURFACES, - tart KA I !' `�1 STRUCIURES.UELITIESANDFEfqNCL CONi t(N MALL UBE SPRAY RISERS WHERE t'fF�/ Pl _g ZONE 11 NECESSARY WHNW URGE SHRUB REDS. a Y, 61 LL. CONTRACTOR ONTR CTORSHPE aUR EW LLBIDEWAPAC)POSED CONE OR ASPHALT. wwocmw. G GP :. MR VALVE �wW M M„I�t .. CISTERN FOR IRRIGATION PURPOSES SLEEVE 1 ,, SLEEVE B 3/4": I � , ' (SEE ENG.fl.AN5 FOR 0ETA0.5 AND 512E) 3/4��i' '4L R t; 3a ~'� —�. •--- __,<, ,s='--_ �.i, ' � NORTH R '. ! � P 8\'. S 3/4•�5' S 3 4:'_ g 5 3/4" 5 J �r.�3/4". 5 5~ 5 1" 5 5 eca2.E I'9e' 3/4 DATE DRAW BNEET NO. � B 2T-16 ICH NE SEE TANICDETORNN TANK aGAE xrr RAW IInR SEE TANK DETAILS BY OTHERS TO DETERWE , r4TALL On PUwSTTA OFPTH WALL UP"ABpVFAW SPRAY , xxyrwnlmrwm Runs 2 HP tlIRK'ATCH PUMP STATION MR.CONTROLLER SHALL BE PART OF THE PUMP STATION DR_Z IRRIGATION RIAR ER KEY IRRIGATION PIASTER KEY k) In J. El c 'off IV t n- SWEET TITLE: IRRIGATION DETAILS AND ...... . SPECIFICATIONS KRM—ill—II., NOTE:IRMAI IM M"AlTgt SHALL HE U.11"INIZ M ADHEAK M ALL MANUFACTURER S SPECIFICATIONS IMSTALIATIONIRRIGATION EQUIPMFNT. NDTE:ALL MTALS AND SKCFICATKI16 ON TW.S SFEET SINil K APKM TO ALL PROPOSED MID 3: RERAOENEW PJOGATM EWKMENT. IRRIGATION MAIL —TREAD-N.-TAII-1 Zz I THRUST BLOCK DETAIL 0 z F4 O w of . .. . ,,». r QQ ... 7 BEAT: SCALE: DATE DRAW1410-21-18, SWEET NO. IR-2 OF-2 LESAl_Q. OIPTION: BOUNDARY 1, �s vvww _ _ REINS1ays LOTS 5,6,]AND B,BE CK G,HANBON-NELSWi SUBDIVISION,ACCORDING TO B ■ ® ■ g ,Q, T Iw Nn+<R ru Pvllmer[xll,uc. THE RAT THEREOF AS RECORDED IN PLAT BOW 3,PAGE 76,OF THE PUBLIC !per-(ly 1,BlOBRI L//�®A YSURVEY RECOI2➢S�MIAMI-OADE[OUNIY,FLORIOA LESS N ^• w TIE EASTERLY 8.00 FEET THEREOF,ACCORDING TO FLORIDA DEPARTMENT OFI- Tsoma RPNSPDRTATION RIGHT-OF-NAY HAP PRg3ECT 5363,SECTION 86➢10-2103. RNawIO NWxr tt011w>..IHvxsw AT PAGE 3 OF 3, Y Led uus,alx BPxrM nsl. SAID LANDS SITUATE,LYING,AND BEING IN THE CITY OF DAHIA BEACH, NsvN fRA.Ar Ixc HxHwuSrHm m In OROVARD COUNTY,FLORIDA,CONTAINING 33,992.00 SQUARE FEEL(0.]8 ACRES)MORE OR LESS. MA a IIEu Aqv[�;vi RTiliq asmvAML Ci $ �F ENSACOLA JAC VILLE r^n" —i11FT �y I� �nLL DAYTONA CEDAR BEACH KEY ^� TAMPA O nP,m RIAsrt(MA auFFw msol u = o 0.00 ACRE o x Q SITE a da FT.MYER FORT a } LAUDERDAL 6 NAPLES MIAMI o. W _ eMp— U KEY WEST LOCATION SKETCH HFrrum NOT TO SCALE 3 O P.B. PLAT HOOK TUP - T.DF BARK x m - PAAOE TM - TUE a SLOPE (7 I i2 TSB - TRAFFN SIOUt WE W^ UO R - NIAMI'WDEE=1 RECORDS T� TRAFFIC SIGYAL DER, - DATE COUNTY RECORDS RI ILH RER. - BRWOAN CTY PC DRDS PiSC N - R PER PLAT RECORDS UL - UTILITY EASEMENT (10 - ICALCULArEO zt~ ITER - PUINT OF REONIING 1 - AS MEASURED Q Oj ER - CLECTRIC B➢K F-NO - FDUND NAIL E DISC W O F-IRC - "D WU'IRUH ROD WITH CAP u. FCNCC C. CUtB S WISER `IR - FONND S/B'IROR ROD CLF - CHAIN-LDX -NAIL - FOUND NAIL 2� �2 RD,W BACK O WALK V-UP WOOD UTILT iv PULE > CL CENTER LINE C-UP - CONCRETE UTILITY POLE ~ VG - VALLEY GUTTER OT - OVERHEAD TELEPHONE LIFE V U O OGE OF PAVEMENT OE - OVERHEAD ELECTRIC LINE T„ k CO - CLEAN WI FF - PE NA—REFERENCE HOARENT U] ALUM—DISC STAMPED'PRM ALT - ALHINIMRI FENCE LBTOBN',SET IN CONCRETE OR RE 1'SOIARE CONCRETE WITH 5/0' ® - MDNIIOfING WELL FT 121•IN LENGTH Aapr.YOHHYmtumN mL Fwvul fINIT - FT DEPARTMENT a mRsa AN on rtagA Anvn1 SCALE:1•=20 - I.VALVE TRANSPDRTATIUM ® - mAwAGC MANHULE DATE.07/09/15 la - WATER WIER ® SANITARY MANHOLE Px .•. PPAIYM or TNT .� - FiRF HVNlANT V - LIGHT POLE SHEET ND. ® - CDHMINICATION MANQC - CATCH BASIN MM RN beMHN Px.Rn Sul a A rtgw upao vOa - V00D UTILITY ME ua SHEET ORE SU-1 OF 2 BOUNDARY SURVEY 15011 eqw;wa.* «-- - — — _ — _ _ _ — _ _ _ .. RfVI5pN5 —rP M".x: a..�p.a.rat «ar. a�^•P I i I +awi c P LOT 4,BLOCK 7 D mNn, «N "r"'^"'P+„^'nlc_BA POINCIANA PARK n P.B. 5,PG. 17.B.C.R. ® « +vo m+wx a...wxatPa mmt AAANN-- AN la BUNN NOBANa� y+fl�R� A.n,vi"0t. w 11.ARN.x A PORTION OF BLOCK W. nav"+ a.vN vs1 HANSON-NELSON SU801VSION I I vcaR.L N NA.a re u+A+1Ye+a 1.N>.+x Na1aw P.B. 3,PG.76,D.C.R. I LOT 5.(f BLOCK 1 r�6p L, I POINCIANA PARK ani aiw�n viutia:+w aaiv.Nc 8 D I P.B.5.PG, 17,B.C.R. N88'O6'22'E 144.00•(C)) N r.�u •+ � � � voeo.uY a EN � N8810'OVE 145.52'(M) I `c �y � I ' LOT 6.BLOCK 1 /W`P POINCIANA PARK g P.B.5,PC, 17,B.C.R. V , $ v 1 I iGn +�'eI • LOT 7,BLOCK 1 3 _N I U c q 1J POINCIANA PARK �t O r g I I P.B. 5,PG. 17,B.C.R. GRAPHIC SCALE '`s' E ` z A. LoI� s N Ii i a `tee• g i TREE Llx., (�i N R w r Q g LOT 8,BLOCK 1 1, .8 PALN IL r Pa.. POINCIANA PARK a 2��"wReoilBO®D i9. 5•PA—LN a_7 1 P.B. S,PG.17,B.C.R. fl•PALM I.. C PALM I`7J. I N e • ® m I s s•wpIDD LINED I3. 12•PpLN py 6 s•cPRRD7. 1 VpBD 16 )•tINL r— fl 6'PALMM PAL. PAL.il[R �y ( 9. 6'PALM 19. IB'PAL. i+ I • " e • �D I LOT 9,BLOCK 1 POINCIANA PARK ® I P.B.5,PG.17,B.C.R. SM-06-22-W 195-WO ® p I I p.B. - PLAT BDD. TOP - TDP Dr w« PG - Aw 10.9 - T¢Q SLOPE�������� OR.D. - L9'fIC1Al lCCTRM IOOt Ts = TRATr IC SIwNL 1A4 .`m'.-_ \ — TSB T-1IC SIGNAL DO. 7(� � YY•V NDCR - .WTI- —11 NECgei Q 0.CA. - R NCORDS `I • R) PER RE- CbteS (P, QQ !Jr . flCR - BRIVAR,1UNIY PECORpS - PCR PLAT q UTILITY GDENENT 2 As CALCUAIED J` =4 I ( pme. - POINT IC BEwIHlN6 Iro - As NEASUIL W X Uo ELECTRIC RBBT I IA - 1"D NAIL L DlsR Z v`�_ CURB a mrcER r-IRC - PDJx1 5s`iP-IRON ROD VIi.CM A PORTION OF BLOCK V. 6 k aP - auw-uN:rE1Q 1 - 1-11 sre'IRw R81 m HANSOM-NELSON SUBDIVISION I; flD.v DAa rc vALN r-NAn - EEID NAa { Y-w veDD urlLnr vDLE T 5� P.B.3,PG.76.D.C.R. N IY CL - CENTER LINE C-UP - CONCRETE UTLIIY PILL Y vG - VALLEY OUT TER .1 - OVERHEAD TELE%10NE LINE Y !, _ DV[IED1 DE - DVERIRAD ELECTRIC LINE p EDw P AA Q W YYV. ED - ttEMI pH P.R. PCRMN1ENi KECREN[C MONUMENTff�tt IL 1�V ALUMNA DISC STAMPED RRN V Op - tt ��tt� LBI112t',SCT IN CONCRETE OR Z >R N'SOUr1R[CONCRETE WIN 5/8' 19N1-1 YELL 'BAR 29'IN LENGTH YATCR vALV[ FWT - F IDA DEPARTMENT Or a LOT i,BLOCK 2 0 _ vA1u NETaN ® - DRAINAGE TR TATION MNBmLF 2 m POINCIANA PARK n�NrDRMO N P.B. 5,PG.17,B.C.R. ® - SANITANY RAranLE M ® - CONNINGTION NNW0.E :SI.i y.1.1 _„ SCALE:r'=20' 9115 DAM+ IXW 07 DRAWN By Y a r :!TAIT M SHEET A/D. LOT 2, CK 2 I I PONCIANAOPARK I SHEET nnE �/�—2 P.B. 5,PG.17,D.C.R. V� BOUNDARY SURVEY 15011 KEY PLAN - t.�ln� _ ___i___- ••'r,•., tp+l)F iErItURE Q ?> i 3 3t' ROOF }m= — — —- -— __---- m.vti ULu Z�w LEVElB (7 Q sr-6"'� z_ z . ___. .. • LEVEL 5 rs ati e C - s e __-- - • LEVEL � y !�•✓i r,'i yr�'r ri r"i r'i r'i vr- � K� rypoa,c�n� rr`.r. ��'i rr�•wirJvrr1,.(r 0 _ LEVEL _ • ' 's-P � �Z� .w•. ` . . LEVEL,A, . . dllu „BUILDING SECTION rr r•rr' wam 118"=P-0" J - q[rNiY@w6 A•300p