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HomeMy WebLinkAbout2013 04 03 Public Hearing 501 Offices at Winding Hollow Final Engineering PLANNING & ZONING BOARD AGENDA Consent Informational ITEM 501 Public Hearing X Regular April 3, 2013 MGR. /DEPT Meeting Authorization REQUEST: The Community Development Department -Planning Division requests the Planning & Zoning Board consider the Final Engineering Plans for The Offices at Winding Hollow, consisting of six (6) single-story buildings and 19,230 square feet of professional office space located on the west side of Winding Hollow Boulevard just south of State Road 434. SYNOPSIS: The Offices at Winding Hollow development consists six (6) single-story buildings having a total of 19,230 square feet of professional office space on 2.9 acres of property located on the west side of Winding Hollow Boulevard just south of State Road 434. Pursuant to the conditions of approval for the Lot Split, the development will be subject to the State Road 434 General Design Standards for New Development Area. The Final Engineering Plans detail the construction of the infrastructure for the proposed development. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Commercial Zoning: C-1 (Neighborhood Commercial) APPLICABLE LAW&, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan Future Land Use Element—Goals, Objectives, and Policies Policy 1.4.5: S.R. 434 Overlay. Implement the S.R. 434 overlay corridor design standards to encourage infill development that is appropriate for the character of the neighborhoods adjacent to this corridor. Allow a vertical mix of uses to promote a live-work environment. April 3,2013 Planning&Zoning Board,Item 501 Page 2 of 4 Policy 1.5.5: Buffers. Buffer residential areas from intensive commercial and industrial land uses. Locate less intensive transitional uses in between, or buffer with berms, trees, or other methods, as deemed appropriate by the City. Policy 1.5.7: Compatibility. Maintain site design requirements and subdivision regulations in the Code of Ordinances which adequately address the impacts of new development on adjacent properties in all land use categories and zoning districts and which encourage property owners to make property upgrades which enhance and increase property values. (Cross Reference: See Housing Element, Policy 2.2.11) Policy 1.6.5: On Site Traffic Flow. Require development to provide safe and convenient on site motorized and nonmotorized traffic flow, adequate pedestrian facilities and connections, and sufficient parking for both motorized and nonmotorized vehicles. Commercial Future Land Use—Data, Inventory, and Analysis c. Existing Commercial Most commercial development in Winter Springs can be characterized as strip commercial including one-story buildings with corresponding low floor area ratios and surface parking fronting onto the major roadways. The majority of businesses in Winter Springs provide services and products to residents of the City and the immediate area. The typical commercial uses include retail stores, convenience stores, gas stations, professional offices, banks, personal services, and restaurants. Most commercial activity is located on or near S.R. 434, U.S. 17-92, S.R. 419 or the Oviedo Marketplace Mall, but there is also a small concentration of businesses grouped on Winter Springs Blvd in the Tuscawilla PUD. Additionally, there are a substantial number of home-based businesses. Major employers include Seminole County Public Schools, the City of Winter Springs, Publix Supermarket, Inwood Consulting Engineers and EZYield.com. Commercial areas are allowed to build up to a maximum floor area ratio (FAR) of 0.50. b. New Development Area Overlay District The New Development Area Overlay District is defined as, "All properties (involving the entire parcel) lying within the corporate limits of the City adjacent to the S.R. 434 right-of-way from Hayes Road eastward to the easternmost boundary of the City." However, should any conflicts arise between the New Development Overlay District and the Town Center District the provisions of the Town Center District shall apply. To the extent that the Town Center District are silent, then the New Development Overlay District shall apply. It is the intent of this district to control the physical appearance of new development along the corridor to produce economic benefits for the City and serve the needs of the region. Development will be encouraged to have a campus style building layout that encourages larger buffers and landscaping. Design guidelines will be maintained in the City's Code of Ordinances to promote orderly development within the New Development Overlay Area. CHRONOLOGY The aforementioned project has a lengthy development history which is summarized below: April 3,2013 Planning&Zoning Board,Item 501 Page 3 of 4 • December 10, 2012 — City Commission approved the Winding Hollow Lot Split Resolution subject to conditions (Resolution 2012-43). • January 10, 2013 - Planning & Zoning Board unanimously recommended approval of the Administrative Rezoning from C-2 (General Commercial) to C-1 (Neighborhood Commercial) via Ord. 2013-01. • January 14, 2013 — City Commission approved The Offices at Winding Hollow, LLC Developer's Agreement (DA). • February 11, 2013 — City Commission approved First Reading of Ordinance 2013-01, which proposes to administratively rezone 2.9 acres of property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). • March 25, 2013 — City Commission unanimously approved Ordinance 2013-01, whereby administratively rezoning the subject property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). The Administrative Rezoning complies with the conditions stipulated as part of the City Commission's approval of the Winding Hollow Lot Split Resolution on December 10, 2012. • April 22, 2013 — City Commission is scheduled to hold a public hearing to consider Final Engineering Plans and Aesthetic Review for The Offices at Winding Hollow project. DISCUSSION: The Plan proposes two (2) direct access points to the development on Winding Hollow Boulevard. General data for the Final Engineering Plan includes the following: Proposed Development; Six (6) Single-Story Office Buildings Commercial Area: 19,230 Total Square Feet of Professional Office Space Parking Required: 1 Space Per 400 SF; Total 48 Spaces Required Parking Provided: 72 Spaces (10'x20') 6 Handicap Spaces (12'x20') 78 Total Parking Spaces Provided In addition to the proposed Final Engineering plans, the City is processing an application for Aesthetic Review. On March 25, 2013 City Commission unanimously approved Ordinance 2013- 01, whereby administratively rezoning the subject property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). The Administrative Rezoning complies with the conditions stipulated as part of the City Commission's approval of the Winding Hollow Lot Split Resolution on December 10, 2012. Pursuant to the conditions of approval for the Lot Split, the development will be subject to the State Road 434 General Design Standards for New Development Area. It is anticipated that the Final Engineering and Aesthetic Review will be reviewed by the City Commission on April 22, 2013. April 3,2013 Planning&Zoning Board,Item 501 Page 4 of 4 FISCAL IMPACT: The proposed Final Engineering Plans lay the groundwork for the development of 19,230 square feet of office space which will add non-residential taxable value to the City's tax roll. A detailed fiscal impact analysis will be performed for staff review and assessment. This analysis will be part of the agenda item for the City Commission's consideration of the final engineering and aesthetic review for the proposed project. Staff anticipates submittal of said document by early April 2013. COMMUNICATION EFFORTS: This Agenda Item Has Been Electronically Forwarded To The Mayor And City Commission, City Manager, City Attorney/Staff, And Is Available On The City's Website, LaserFiche, And The City's Server. Additionally, Portions Of This Agenda Item Are Typed Verbatim On The Respective Meeting Agenda Which Has Also Been Electronically Forwarded To The Individuals Noted Above, And Which Is Also Available On The City's Website, LaserFiche, And The City's Server; Has Been Sent To Applicable City Staff, eAlert/eCitizen Recipients, Media/Press Representatives Who Have Requested Agendas/Agenda Item Information, Homeowner's Associations/Representatives On File With The City, And All Individuals Who Have Requested Such Information. This Information Has Also Been Posted Outside City Hall, Posted Inside City Hall With Additional Copies Available For The General Public, And Posted At Five (5) Different Locations Around The City. Furthermore, This Information Is Also Available To Any Individual Requestors. City Staff Is Always Willing To Discuss This Agenda Item Or Any Agenda Item With Any Interested Individuals. A yellow sign noting the date and time of the meeting has been erected on the property. RECOMMENDATION: Staff recommends that the Planning & Zoning Board forward a recommendation of approval to the City Commission for the Final Engineering Plans for The Offices at Winding Hollow subject to conditions noted within the March 15, 2013 DRC Response Letter. ATTACHMENTS: 1. The Offices at Winding Hollow Final Engineering Plans 2. March 15, 2013 DRC Response Letter THE OFFICES AT WINDING HOLLOW PHASE 1 & PHASE 2 to PRELIMNARY/FINAL SUBDIVISION PLANS Q1 it 245' SOUTH OF SR 434 ON THE WEST 4 <I< 1 SIDE OF WINDING HOLLOW BOULEVARD .Q zN IS SEMINOLE COUNTY, FLORIDA (;, (-'��1 a W\JEE s E.� 011 9-. PARCEL NO.26-20-30-5AR—OD00-0250 0 ;"+^ e: UTILITIES. II^^ 2 E S WATER- CITY OF WINTER SPRINGS [�i lsix, • o LEGAL DESCRIPTION: V1 Q O vvx 6;§ 1126 EAST STATE ROAD 434 �'�.°"-'�_''' � Q la a•,. WINTER SPRINGS,FL 32708 S t;: ,„. „,„... O -. i zs,BLOCK o o TO �'Z LL Q xg 407 327-1800 'R' " RECORDS OF SEMINOLE 1.Ai� COUNTY FLORDA MORE PARRGOLARLr DESCRIBED AS FOLLOWS. w 4 $!I WASTEWATER- CITY OF WINTER SPRINGS B 1 y5;,:y C 1126 EAST STATE ROAD 434 O O �. WINTER SPRINGS,FL 32708 1 220 02 0 o N 407 327-1800 :. ',1 m L' WEST ti 0 a " '-'' RIGHT OF WAY LINE A DISTANCE OF 576.07 FEET TO A POINT ON THE SOUTH LINE OF ELECTRIC- PROGRESS ENERGY FLORIDA.INC �„ ass w ALONG SAID SOUTH UOE n DISTANCE 0. 9i 1150 PROGRESS ENERGY DRIVE �j�' OF 220.02 FEET To THE POINT OF BEGINNING. LONGWOOD FL 32750 ''�,tp n� sF`, ABOVE DESCRIBED PARCEL CONTAINS 29141 ACRES MORE OR LESS. T Hw 407 772 5305 � 'N y r ROBERT CLARKE w ,7, 's 4+. " SITE LIGHTING- PROGRESS ENERGY FLORIDA.INC 3300 EXCHANGE DRIVE,NP1E LAKE MARY FL 32746 ..(ry]1' 407 942 9654 R SHEETS ISSUED /MICHAEL SMITH I FC tTy - O TELEPHONE- AT&T - P la p" SCOTT LORENZE r N RS dIF' , ry O Z 132 COMMERCE WAY yy� �+ SANFORD,FL 32771 �4+ i -yNy 55E' SHEET INDEX xC�o 407 302 7611 1 �yy p SHEET// DESCRIPTION O W 75' pQ Y ••200 GIVER SHEET z CP.,F-T• SOLID WASTE- WASTE PRO • ,� ••ABS SURVEY-BOUNDARY,BOUNDARY,TOPOGRAPHIC W La 2101 W.SR 434 ••1,10 s54mCr-TREE F4 ALL1i III SUITE 305 AERIAL MAP ARF PLAN PLAN&DETAIL zP. ▪ 5.00 MASTER SITE P.SHEET I OF 2 LONGWOOD, FL 32779 •s.10 MASTER SR PIAN SHEET z OF z 407 774 0800 SCALE 1" = 500' ••5.20 MASTER SR DETAILS • Ft •ROB GRADING e DRAINAGE oEwLS W F°•z •CABLE- BRIGHT ALL HOUSE NETWORKS `1 m.�.. i�0.00 DETAILSPUN O CiW W 3767 ALL AMERICAN BLVD. ••2.2D McErAC Pun U VO\ ORLANDO,FL 32810 A. - ••8.o EIRE ACCESS AND TRUCK MANMEVERIN9 P. W r"C'Ci� 407 277-4782 i/ - LW95CPPE C9t2R SHEET U a TREE 2RIGATIDN PLAN 44 z •L-3 TREE MRGA00 TABLES&CALCULATIONS BQE ♦� • -. IAN2SGPE PLAN 0 F •L-5 LWDSG>PE PLANT LISTS k DETAILS y i!Z �' ®c, n ,wm, W w PROPERTY OWNER /DEVELOPER: _ %�w� F a }t� THE OFFICES AT WINDING HOLLOW, LEE A """. �E ■ R CO RICK A.SATURN SITE ; RH Call qH Hours 3437 SE ANKENY ST ♦ .,., PORTLAND, OR 97214 �" I : H. before you tllg 4 APPROVED BY SURVEYOR: , 58-°'\ • It's the Lawl V�•HENRICH-LUKE&SWAGGERTY, LLC t � 1-800-432-4770 1260 Belle Avenue-Suite 207 F f ""` � Sunshine"=s<State One N c u o f Rondo.Inc. B. HUDSON,P.E. Winter Springs,Florida 32708 • l 1 ( ` No saoaa pm B M]P4k 8.N. .` 'Ph'... `,* wcm.ne,2mF TnN[Tw[• 1z-on BTH LOCATION MAP 1"2-2013 WKW N.T.S. SEE SCALE 0TH NERPT Nn 1.00 Z.; �� 54.7.F rs,2,,,W3w« ,,,,«.A PAVING,GRADING&DRAINAGE NOTES GENERAL NOTES O.,Fre ",iti°R �s)`SH „,HELLAACI000DTROwR PROVIDE STRIPING. RAFFICE BASED o �yb�a8 ��rvMACCORDANCE ROAD AND BRIDGE.w:.M.w.w.m• .,., T - APPLICABLE F.b.o,.ROADWAY DESIGN 3.Po,ABLE WATER AND SEWER SERVICE SHALL BE PROVIDED R.CITY OF WINTER SPRINGS. co �� STANDARDS AND SPECIFICATIONS. }FORS BUILDING �LSIDE ALK DIMENSIONS AND w--~~ ,H ER EVERY RAINFALL UREIC A E WAS OUTS Is WELL SFEGnGAnONS..0—- INDICATED ON THE PLANS AND SHALL m y 7='=:: I®�I THE TYPICAL ACCORDANCE WITH THEROONTRAEC,ASSURES NO CONTRAslBltnI FOR Evinmc 10 HAVE E INFORMATION y THE,rPLAL PAVING SEmIONS INDICATED_ xoia�uRrc OTHER UT ILI-IY PROVIDER FIELD LOCATE FS FACILITIES PRIOR TO ,n,,,..a.y.-,,-,- CONT RACSORS SHALL SAW-GUS SHE D'ISSING PAVEMENT FOR A ELEVASIONS WITH THE PROPOSE D PAVEMENT. EYISINC PAVEMENT VERIFIED E�wroRpER CLEARED R.rvD GRUBBED PER RrvoTHE NDrMarn�ary can ENCOUNTERED exDwDED R ENGINEER OF� °`° REVIEW AND APPROVAL.PRIOR TO,O F WI SPRINGS FOR 8.POLYE1PYL ENE SHALL BE SHALL BE BLUE. SDP-R.PRESSURE 200 FOR W.,.SERMCE PIPE _AND SHE MAINSENANCE OF THE STORM WASER SYSTEM IN ACCORDANCE WISH ° N o„«. r,�,,,„-,�,®,�„w,,,,mM., THE GUIDELINES SIT FORTH BY SJRWMD L en.of WMRR SPRINGS. DomMENT' "SIGN DRAWINGS SHALL BE sTBMmeD AND PERMmeO UNDER sRPARA,E ,Ire r.n.,,.er,.w.e.+,.,�. .�r.,a7-via.rat `-°e...-,.e,..o.r,�d..r�.rm+mr>". OR BE HALL PLPCEMVE D WY BE USED FOR SHOULDER CONS1RUCT OR ORDERING STRUCTURES. ANY DISCREPANCIES SHALL BE REPORTED TO ll rr� ZN 7.lt.,UNSUISABLE MATERIAL FOUND WITHIN LIMITS OF ROADWAY OR 10,CONTRACSOR SHALL VERIFY SOP OGRAP HIC INFORMASION PRIOR SO COMMENCING PAVE REQOIREMENTS: SUBMITTED TO THE ENGINEER FOR VERIFICATION PRIOR TO i V Z n CONCRETE 8.ALL For the purpose or this section,the phrase"water mains"shall m DID ACCEPTANCE S THE DEVELOPER h including treatment plant process piping,conveying eit r ,partially treated,or IN A PROPER MANNER BEYOND THE Huns of TR[LEAKED SIZE. PING eEaule[M[M SET Foe,H By cnr of (ID Q J N flushed drinking water,fire hydrant leads; ands e lines raw, or under the VnMER SPRIrvcs IarvD DEVELOMrvE,BODES W N control ( public water system Ond that have service id diameter of three 9.ALL AREAS TO BE FILLED SHALL BE DONE WISH CLEAN.SUITABLE inches g ter. BY AASHTO T Co. N 1 LETS To sfl:DENSITY As DETERMINED ;s,NuERERER do[NVSOONENI SLP SENSITISE wins ON SITE r Z LL n LANES Between Underground Water Mans and Sanitary or Storm J)Cr)U Q p--9 SIDE SLOPES AND Sewers Wastewater Stormwaler Force Mans Reclaimed Water Floe.,and On Site CONVEYANCE AREAS.OTHER DSUTiREO AREAS ADJACE NT To DRAINAGE PROPOSE BUILDING LE w,HN 3DD RADIUS OF THE HYDRANT n ''25<2'4 ( Sewage Treatment and Disposal Systems, SHOWN ON E UTILITY PLAN. W m LL (o)New or relocated,underground water mains shot e told io provide a Forixontol TRACTOR STALL CONSTRUCT ALL SIDEWALKS WITHIN y� . distance o at Ileoab three reel between the outside ofbthe water Em and the oulslde PBwecT NN SHALL BE DOWN LIGHTING. DESIGNED To A MINIMUM OF TOO MPH WINO LOADING Z 0 ZZ Q dZ9 any existing a proposed storm sew siormwater force main p p ne ro veying m 0&F' reclaimed water regulated under Part III f chapter 62-610.F.p'e orami e0 0 (0 New O relocated,underground waterom Ins s b laid to provide a h Ontol LATEST SPECIFICA,IDNS. ACCORDANCE WITH THE MANUFAOUreeRS ARV AND TOPOGRAPHIC INrorexwnory BASED ON A sumrev PROVIDED By,HE � distance offal Ilea,three reel,and preferably ten feet, between the oulslde of the water FILTER and the oulslde O any existing or proposed vacuum-type sanitary s FABRIC WRAP FDOS INOEV'NO..0 SHEET 1 of a. HE REQUIREMENTS SET (o)n New o relocated,of water mans a lam to provide a sewer. ,'.ALL CONCH,PIPE LOINS FORTH IN CITY OF WIIN,ER SPRINGS LAND DEVELOPMENT GODS n msmnce Orr ate1least S eel,and preferably ten feet.be meroutside of me water AS-BUILT NOTES A L MEET o man and the outside six any existing o proposed gravity-or pressure-type sanitary DEVICES(US DOS,HwA)AND /�/�� m _ astewater force mail or conveying reclaimed water not regulated under ,PE PEOUIREMENS OF,PE STA,F AND ANY LOCAL AGENCY PAVING Ju SDlc,ON. u)h 0 S Port rII !chapter o62,610,n F.A.C.pmel octal separation distance between sRTev eAZJ o £ water and graVny-twe san.,s redueeddafe three reef e the DING .OF W sewer INFORMAIION ON THE APPROVED PLANS CONCURRENTLY WITH CONSSRUGT THE FACILITY AS SHOWN AND DESCRIBED IN CONFORMANCE WISH THE b(d)New o relocated.underground water m laid 10 P ovide a Dotal CONSTRUCTION PROGRESS.RECORD DRAWINGS SUBMII1ED TO THE WINTER SPRINGS SPECIFICATIONS AND ANY OTHER AGENCIES.SPECIFICATIONS AND Lg e x Inches above distance O or lea,ten feet between m outside Gar shall water and ea aTrts a EmANGE SHALL EGMPL. REOUIREMENTS. .SHALL osemb A cow or THE SOIL REPORT REFERENCED HEREIN AND Z MSIT THE SITE PRIOR TO BIDDING TO DETERMINE ExISIING CONDITIONS.HE SHALL CLE, § any xlsung o proposed -sites wage treatment and<Deposal system"as defined in A HN ALL BE LEGIBLY MARKLD To RECORD ACTUAL i T K TH [SERIOUS WISE Sedan 30.0063(2),ES,and Rule 66F-6.002,F.A.C. REMOVING REFS STUMPS.Rao S.MUCK.AND ALL o ER DEL e>,NSr MATERIAL. Between Underground Water Mons and Son.,or Storm Sewers LL Q Wastewater or Stormwaler Force Mans and Reclaimed Wafer P'pe'ne VERIFICATION.HE 0 DRAWINGS NO11,1NO THE NIL Fry COMP.,TO LOCATE IHEIR Nil,IES OR BY FIELD(a)New o relocated,underground water m sing any existing o proposed c DAMAGED I,ILnv RESULTING FROM HIS 0] Q gravity-a m-types cry s starmC, laid se the°°H.Re a OF CONSTRUCTION Al HIS OWN EYPENSE. z 0 the water main u at least asix and erablye12sin r at least 12 Q d LL wtoesoutside of then then p ,line•Rovever.It Is preferable to la ye the ter INTER SPRINGS SP ECIFICAnoNS AND STANDARD DETAILS rat rat main itch e.e other p o IPMEM AND PIPING GS,BUT TIaN SHALL BE SHALL COVE RN ALL UTILITIES WORK. a ` THE FIELD.ALL E 0(bs N or r ted,underground wore mains crossing onye existing o o 0 Z Z e-type esanitarybs er astewater or stormwater!o proposed conveying o)EA reclaimed waters nloid so the outside f the woterrm In,or apii 12 inches VALVE BONES SHALL BE SHOWN.ALL VALVES SHALL BE PE FERENCED ANY SPECIAL PROVISIONS.AND COPIES OF ANY REWIRED CaNSRpcTIOU PERMITS. µD ICJ."C9 O O below the outside of the other pipeline.However,it Its preferable to lay the FROM U water mai above the other p' MANHOLES DIMENSIONS BESWEEN ALL INL DS AND (c)At the utility crossings described In paragraphs(a)and(b)above,o englh o D BRAD a ITu THE W W water m entered a w the other P o the water m ED FROM DESIGN SHALL RE MADE w oIn PRIOR mPROVAL OF E ENCNEER OF RECORD. Z J joints w from the aotheraP e.Alternativelxsate sings, - 0 F �o 0 me p possible Igoe mat a water m a nts a of least thrss,-00i r ACCURATELY. s CO STRUNN Z .'C P] Z alnlsl ID m-tvPea see.v, ,l«m s sl«n,wmer r REFERENCED COPY BOVE IS REQUIRED BY OWNER AND Iz m 0) E med water r toted under Part elDI !Chapter 62-610,FAG.a rd of eieoesi IES DP OTHER INFRASTRUCTURE 0 H 01 Bet 9 I iolnls in gravity-o sure-type sanitary sewers,wastewater fort c)GIN NEC ESSA,TO CONSTRUCT THE PROJECT AS DEPICTED. .. rat six f from medp water not r toted under Part ID of Chapter, - d 62-610,F.A.C.an egu valent level or rellablllty and public health prolectlon. EVERY ONCE RNm UTILITIES Al LEAST ate HOURS IN W F'I�--I H 200''FORS PAID SM RUNS M FOR IALL HEUTILItt PRESSURE PIPING. ADVANCE OF mrvswCTlory OPEwaIDrve Z -W AND A EROSION CONTROL LS 0 G]� WATER QUALITY MANAGEMENT PROJECT SHALL rte,' z BE PROVIDED AS A COMPLETE PACKAGE AT THE END OF THE PROJECT U w a I 1.THE COMPACTOR MUSS SELECT,IMPLEMENT,AND OPERATE ALL SO RRaNNa A CERTIFICATE OF OCCUPANCY.PER CITY CODE E CITY COMMISSION PRIOR m EROSION AND SE DIMENT CONTROL MEASURES REQUIRED SO RESAIN SE DIMENT ON-SITE AND TO PREVENS VIOLATIONS OF WASER°UAL!, . 2 w STANDARD AS SPECIFIED IN CHAPTERS I 7-301.17-302,17-, 4 O F.A.C.THE COMPACTOR PRACTICES FOR E ROSION ELLS N - AND WATER M MEW(DER,"TI,A,„) A GUIDE TO SOUND O ,HE ENGINEER OF RECORD FOR REVIEW AND W w 2.SHE CONTRACTOR SHALL CONTROL TURBID RUNOFF FROM THE APPROVAL.PRIOR,a ORDERING MATERIALS. .77 O 0 DEEuSEiRINC SETTLING PRIOR TO DISCHARGE R OFF-SITE.OPERATIONS.ALL HAULED OFF-RTE B.COMRAC,OR. ""'PIN,PE LIMITS OF Sr,SHALL RE REMOVED AND H DISCHARGE SHALL BE 3.SHE CONTRACTOR SHALL INSTALL WATER QUAL!,CONTROL DEVICES ALONG THE SITE PERIMETER.AS DESIGNATE D ON THESE PLANS.SHE .,:sZr.;.,T1=',2=4.. CONIRAGTOR SHALL RECEIVE THE ENCINEER,APPROVAL OF 1HE INSTALLATION PRIOR SO ANY OTHER STe CONSTRUCTION. APPROVED BY O OF THE F DOT rvD/e SRAF F IC DESIGN STANDARDS.SILT FENCES.HAY BALES.INS1ALL ED Al ALL OFF-SITE DISCHARGE POINTS.ALL EROSION THE DISTUR BE AREAS ARE COMPLETELY STABILIZED AND/OR .IL h As B. No.enOea B. 5.SHE CONTRACTOR SHALL MAINTAIN ADEOUATE SOIL MOISSURE SO FOR RM30 OR MORE Re. S SHALL BE VEGETATED WISH A TEMPORARY OR _ _ n 12 NOBBLE NAME BTH DOCUMENTATION T A COPY CURRENT STALL BR FORWARDRD THE E RULES A OF 4 v ACA mCI m<e^o vim, 1-2 2013 WK W RECORD. e,YRbIl,.,by t e Arne.,Pl.,W.,,,AwaacuD, SEE SCALE BTH SOLE BR. 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'1'0's'^'"3 n rn - ' �_ ,F " SHEET " and m _� o g 3.10 (TREE SURVEY) II kra _ s ALL CLEARING,TREE REMOVAL EAR,)V LrAr UNSNTARLE SILT FENCING,TREE BARRICADES, 1 '�' �qyEq;,R ENavu r0 ecsE Ar ari'o°°"°�, so !RETENTION Po CONSTRUCTOR ENTRANCE,AND NORTH 8r,s J"I' RAGE s BORINGS OUTWARD UNi'&UNSUITABLE 5 AND E%TEND oxmI `'1°1a0 WO LF BEW NORTH OF PHASE LINE --PHASE 2 CONSTRUCTOR. II R,e more REMOVEDDFROM CONS SOIL IS SHADED TREE SYMBOL T DRAINAGE ENGINEER FOR SPECTO AND APPROVAL OF SERVED(TOPICAL) .v ' ' 3 1 N �\ DITCH `.POINT EXTENTS OF UNSUITABLE SOIL REMOVAL. AREA AROUND OAR III OF DISC E REFER i0 CEOIEC C 51110 BY TREE TO REGAL o SCALE 20 NI t c '. ttY LnunallInm,INC..PROSE PHRP➢ 5E„2 ENSnNG TREES TO eE SAS .'• _ 9999 '.�, \ Iy, 1GPGT-12 02]9 DATE AA R 2]20] CONSTRUCTION CONSTRUCTOR PROVIDE TREE BARRICADE AG A TREE S'NBO s VI FIXR 9m PREP R naE 0 PER RE S DAR05 DENOTES TREE i0 BE +ppp 'k. \ RECD E 0 n0E5. --�-- Ai TREE S SHORN REMOVED.(1VPIG4L) l SPREADER UR bs 1",0 , ` _ 4 AS SEO ADE iRA - + ��-,t corvsmucnaE Acmirms sPt" kw iR Q�F'' - Ns z-•a/ WEEKLY. FOLLOWER RN F +s'\ _ '-- 1. A� }°� l ."� a o, 1 I 05'OR GREATER AND R i — ii * ` -- R _ }/ i• --------- — ' °, rvoro 1oW rz.s.os ° Y "SEDIMENT LOUD. - INSi SILT Ord a0 -YA Ca OE�� s;-. "Vr. 0 •t r- J \�44,- _ II \ \fl4RRIER AT OUIFPIL (} TO in t w 1 i0 IERMINAIE 4t1� ei. \ �,tE oo s.t r A N I B III SIR CTURE e v PoN FORS �' i '� "' bl.I 1f1{�N,PQJtOPOgO LOi LIVE '14r"x 1W j� >i O e 1R00��@�QY14MQNC CONSTRUCTION �O , O ® (.J 1 FOR RASE I NORK y 1 ` 8 d 8 � II E0 2 Al; \SEE CONSTRUCTION SEQUENCE (3 ` I ''"/T 1 �(N'} T �+ 4 0 -0 (I��,I/�())l,f NOTES FOR AODITIONAL BARENTS, TO T l,� ii"© O O T �' e 1 •• . `e\ a� III m � 4 - -- --' -.GI-y�O - L i © 1 OO OO SILT FENCE ° - 11 11 18D (E 0 1 ,rv„-e V .) -O 1 AROUND LIMITS (� • , O © I OF WORK I , I� II �x .'. wr,, �'� '► 4*..,� _E.I\ '1,- IN u0� O 1.j y! ITT ,-,.,, 0 O�'Oa (6 SOIL BORING O O O I r p ID 1 \ 'Ya/ v, B O ,N'1 "'I (�� O a�; SOIL ON(1VP) 2W �, I ,2,e,EO.,:s ^ (I, V I`bN p. �• O o K? O a �,-nQ CAPPED) �11 " N ass . , 100 O C7 d .OI �n wa,oa s E. ©,. r e ,'m" G. ; O.; 0 2 LL R E%STNG SANITARY oos 1 0 .ft - Q d MANHOLE FOR xr • IESTAT W„ A CONSTRUCTION NOTE: ERCE CONNECTION n v �-q +};y ; fij O _ q aRUCRI r V (��' '� 4/ e O �'0 I I STO q}SIRUCIURES • s LL I IP 1 • -'� •• *� 0 O fl01LOWING'INSTALUnON 5,�rerre r"mmearel Z'N<°E V ,..' �)yr • 6 N1 L) , •• O 1 nd reAmenca mode Tomes. 3 50a° O s , v • • O 1 � I I �" �,, m a.s�.Tnelrve Amea,�x 181eenslmssm�x�mxm erAXA reel mUa xv�re �t7 Oa� O O • C7 1 ., d 0 rnres xsna n�AeB,oa eaw,sxxa,umavunmorexa. N I tr" O 1 � 0 e LV n ., ''.�L, a Exlsnrvc xxr rvm. ,xP E,,,> sµ� O (] it O #)-, C. RYY 00 ,1 !!PP a'"```'.1,TA C.,�} (� Z R w xv ens \ f- °i STIXR • i0 BE E ARTMENT d O A 0 0 'D 1 ��Y IN x xv,e 'w III �T� FOLLOW C-"P. bN p�/pT�J 1 PER EALTH DEPARTMENT W R - .,s T _ —g B I1 0lb, " '(TOPCAL) 0 0 O -STANDARDS 0- � w m v 9' —:Usr 'YT • 0 ,y� t(p�� O 8''� -iFB90 lF OF SINGLE Z� mm o°,N R /� i1- m �_ • VY-i V �A N-W� ROUNDTUNITS ,y; Lt m N� 'zs�3oC�.[os °' �/W O S ROW wrzic, s x}4 ° {F _1s--A 0®-- PP >s G! J •(IS/OF WORK FENCE y--� �yd A . / \ _G. § u as " ® I "-∎� 4 '� ®® - .:1'.. /.:: >-'�E iii oT ., -PER�1DOHNDEX 880E _ P .: } st ---9Y � SLi FE CE 0 EN0 " � ',_ j�,�9 _ c, 'd1''.GRAVEL T`QR EROSO CO `- ,{ F01 PJIASf WORK' PRIOR i0 CO Si PROPERTY M BE �y AIDING HOLLOW BQL/LE VABD _______-1-- �I E%ISi C 4 POSTED CONSTRUCTOR Cn0 SITE SGGE ¢ �;V 11z7 y` SE AIN 1'9 READ MIN ME.1 S 1'tESG lE0 it 11 (Pw eoov' � II- aRESP-ASSF§.&L THIS PAOPERIY —— OES N'auK AalLwnv -4s. P SE °n o y -'s4OMMITS A FELONY INSTALL SILT "MNDING HOLLOW BLVD ARE i0 REMAIN g-0 4j—CIj 0TTT,cnaN r..s .CE-FR I A��. — • �,y "{ —— —c,... '.r:THIS ''n A, T3 r EXISTING -g BARRIER Al INLETS IRRIGATOR SHALL BE LOCATED AND ' 20'x]0'GRAVEL FOR ENOSON CONTROL AREA FOR Q VIAT ' E _ 12"WATER MAN. s x5^^'• ADJUST€D AS NEEDS BY CONTRACTOR PRIOR i0 CORST.PROPERTY ON BE '. NSi 0 L EXISTING O et 1 CLGA�° GRUB MS AREA FOR DRIVEWAY F IMPACTED DURING CONSTRUCTOR POSTED A CONSTRUCTION Bm SCNAGE PHASE'S MB k SIDEWALK ° q 'z' r� rl STALACOI6 STING CURB M SIDEWALK i0 BE is READ"MIS AREA IS A DESIGNATED CONFLICTING SIRIPIN0 e TO BE REMOVED.SEE `&C 1 ¢ a a, e $ REMOVED.SEE SITE FOOT FOR DRIVEWAY DETAILS. EXISTING UNDFRDRAIN PIPING © CONSTRUCTION SITE AND ANYONE WHO SHALL SE REMOVED SITE PUN FOR DRIVEWAY '� PROVIDE MOT PER FOOT WORM 803. PROVIDE EXISTING CLEANOUTS CONFLICTING TRESPASSES ON THIS PROPERTY BY METHOD PPPROVR DETAILS.PROVIDE NOT PER 1]" 2 z PEDESTRIAN MOT PER WIT INDEX 880 WITH PROPOSED CONSTRUCTION SHALL BE COMMITS A FE1ARV' BY CITY OF WIN1Qt PAR` FOOT INDEX 803 x(�() RELOCATED AND/OR RESET. O F C.0 41 i z Zda EROSION CONTROL NOTES: EROSION CONTROL NOTES: 0 G w TREE BARRICADE INSPECTION: z 3 �r��x,,„,,�s�„e,,x,Prea,A, O .i x,a,. SHPL a`<ms,rexr„o e.,x,rorv,reAr,ore<rvo APPrerevEO a, .d F:.-I o _ _ _ ,x x xs A x S„s s,-ns „ w„ w w —_ :W VU' d4 2 o AxY Ao,Ar,x, 1e`r. t. ':1 ve” �.,�., 2 W . :sac o U — Qi ox,x�e sx,,, G '"�'. ® \ m„rvo, w err s�re,Pes e,s,nx,x s I Z ax.ax.P,., w A �s 3 srex x,x,,, ,rns,s A��A„re„,x roxPxAx�s�„s Axe,x,erer,M,x, ... � .� "m PCT.. - w W w 3 P1AN ,o�m,.aea re, ,�� . ,rox re�ere s x„x.,,„re,�Prxsre„ere k,,reess�Ares„e ex��, msx,„� rv.SSIF ePgPreere xAai °2 cress GENERAL m"„n„ .s„sre�Y�Pnxe re�eA...Loss A, rex,. •4 n,reow ���reP,xSx��xsex�rexreP,e.,rex,s,re,°.,Ae, ILLL ereA�xAS,....Es nn.ws” ,„�so., ID .'>:,' a 0 �^���� x xsRAL xorss� F a „sxre sx�,re,,,res P,re Rom ELEVATION ELEVATION Az,..L xreexxre s�s,nrvA P„%A„re�„x„n,re,as. „,o A,BA ry xrv„ss o,xraw E APPROVED e,THE o BARRIERS FDR FILL SLOPES ,A,e A x,P,x e„exre xex,, "x,re 2 "5ore Arvo A„eA2C ,sPES Areoxrvre,reE ,Arv. e,sre,e ex reu<re oss mrsa. remm mxonioxs r ow ms ncnn,iory a,ouia,s D,wA„airvc. T ° PROTECT.AROUND!NUTS OR SR,.STRUCTURES TYPICAL TREE PROTECTION BARRICADE DETAIL ", - I c °:r,''''--'- mr,,. xa., vo4 ,E FFEF;E E,,x, CONSTRUCTION SEQUENCE; ”"°70MT „I Ia r_ µ'.,,, ErveA ° �� NLI SWIt PE SECTION '2°5'°°552°'2522 TYPE 1 SILT FENCE „s,a rereEe,"5555'5 FAO, m a%I= 12-011 BTH _. EROSION CONTROL DETAILS ,,rsr«sxA„sPre�re,e rensxe s,ren�xre, T1rt i.a0a10000440a.,�E�,N10000011 )-2-2013 wKW '” s„FENCE...SONS Es:m'µo Ins r a'VoLLosxs colas'AREA Is A OESG"Am0 consmucn sm xP,rv,A„ AND ANYONE WHO TRESPASSES ON THIS O" SEE SCALE BTH crere,eaus Uu,a':ure m,wry rz<Lures w o„Ereuwn�EI or o,na,Ic PROPERTY COMMITS A FELONY” 50'1”" 4.00 NORTH PHASE I PHASE 2 PRESERVED CONSTRUCTION CONSTRUCTION e. TREE(HOP) -----1----- .Il -" s 1070 , Be fiJ' .�'W 91.08' 1 9900 10426' 1 07013 576.34 a� f A 2s 4';' 1! .. W../ 40 4111 o zs zs A�_ •• 4' RJF` _ I 25 (1) zs 24 I 68.5' 1 r 'cu ?l1 . 4 La 11 ® 23 22.5 s`�2s 225 '�I II .. 8 CMU WALL sr, PHASE I POND _ gg , I Y d WITH STUCCO MB i0 IERNINAIE Ai FINISH PAINTED 2 LOi LINE,PoNO BACKSLOPE E o MATCH BUILDM� 122* POND 1 I ) POND 1 r0*LOPE 4a �- a 11 CO EAST AND �Q� DRY-RETENTION I//2 5 DRY-RETENTION f i0 NATURAL GRADE 00-,s4 \--, / 8 d A END AT CITY UTUiY EASEMENT ��!� PBB =2]25 1 J`�� PB =22.5 SEE SHEET 8.0,8.1 225 J //I4 y a� B' 22 �iT� )lam CO®�®ice 2G. 2 12a E 1 ��®�®�� 2 r` 5 �a r� 1 - - 4� r� 6.,I �l 2].4...-.. 10' £7.' 19.9'S 10.1'-2 3.4' 0.7. 1 12.3' 10'6.] 19 Y _.I 111111 .. - LOT 5 • y (� UZn III 3498 CSF(50'z 69'11') IIF' I 3498 GSF(50'x 69'11") 34'8 5 50 z:9'1" I I NORTHWEST W =h 6 I 1. 4 l _ 349fi CSF 50'z 89'11" © �n. m f� Q N N - © 1 _1y -Iy © .g. mss iuriOa ` v H. A PARCEL i�m llm 1 A >.1g A 1 IklIm vti • R Wxi LwEnR........ F 1;9N lml I �\ 1 z¢ - Aw�ENr [coon ` .I£. N R It UGHT POLE zxFxr e.0 FOR*1601x0 160*Kw¢on _ N 10 PARKING SIGN 10' Iv (TN) 1 s¢ a FOR sniew ax OSPORA. 10' I 1 /Q p y�N� III III DRAINAGE k STRIPING SEE I DRAINAGE I WHEEL STOP = DISABLED PARKING SIGN W DRAINAGE : N \ Q W`v EASEMENT OEHAJL(HOP) EASEMENT (HOP) ■ 8 STRIPING SEE DETAIL(TAP) EASEMENT o a 6 LL t.3 1 a• L._i I L._i - '117 -5- L._i ( .3\,(-s- j�`4�L .�i I -15''-- 'u_i 01^'- I 0 0�0 00! 1 P I 1 <' �� P I P �N I. 5'0 R F F M R 5'CONCRETE WALK ❑ 5' R -.1 s. ❑ q \, X\' 5 DRAINAGE Lj AD; OM /per LUSH N§ELFi • ❑ 5 R gH R ❑5' EASEMENT (, Lj a g II e1111 e e 1HF :- o - O o o' c o 20 V/\ r- 20• o o ®o o/� - I 10' 18.45' ,4\ , .' In 8' B' T Y 8' 10' I -�I W O 0'UTILITY EASEMENT 12' 15.]-y 12'-1 R] \ '' j P\�\�� 2--1- �M SHARED h TO CITY OF • fi"WHITE CROSSWALK 12' 1 TY'U,(1 .,\' \\s 61X1' MU TO MATCH ACCESS, 6)H--- j1 WINTER SPRINGS / _ r STRIPING(TV) _ _ I - 6'HT CK�S1M,P�zTER 507'°1'30"E\ORNATE =\ ( / LhC COLOR i0 MATCH UTILITY& © R3' ENCL.COLOR i0 MATCH STAN 9SOES7U�I < BL•p ER CITY Sin l ///��� 6"WHITE CROSSWALK DRAINAGE #x / NH ,\....new I I k ORAKTAGE EASENEND j.1 Y �L ,I SB2'S8'30"w 12' BLOC.FINISH PER CITY SiOS. • j�j. E '9E1�•1 SHEEP 5.10 STRIPING TYP I EASEMENT .../ 67.50' 82.50'`1 SEE DETAIL SHEET 5.10 A. N89'45'23'W S0T01'30'E a, 1., ,- - ( l _•/ .- - - �R20' R20'� . \ •• 24 0' 10' 8.08' •\ R20' FR• m / 0,0 QI s0. . a' Cl 201 xo• 1a• OO _�`56';'01 Ie' 20' 20' © 1 ' - m"' L __2.0YE&1 .S]P I - 1.. J 161 _2.OVERHANG i1P I.- VI DETECTABLE WARNING- 1 PER FOOT INDEX 30 • 20.5' 15• ILL 1 205 RAISED 2'OVERHANG M T Q N07101'30"W (lYP) ■�; 0058 J ) 64.08' :80.08 EASEMENT i 1 1 100081 CURB(TYP) �: 10078' _, •.a a IY..m7∎©%∎ 0■. 507.01 30 E 576.07 l f� El/AMIB�\0 x jo 8 ®, 4MCIrak JY. M__A RPAIP AN ' _. � VI 0 R30' rx . �w^ SIDEWALK SEE DETAIL _- BUFFER EASEMENT • PER FOOT INDEX 304 a7+6Q ISTkIG - A RAMP AND WINDING HOLLOW BOULEVARD SHEET 5.20,INSET B . ALONG FRONTAGE BOTH SIDES(TIP) J - 0. Qrx� fi'CLF WITH L1 DETECTABLE WARNING SIGH SIGN(Rt� MATCH PROJECT MONUMENT SIGN 3'VALLEY GUTTER STOP SIG W zap TT1T LANDSCAPE PER FOOT INDEX 30 24"WHITE SiOPBPR MIAMI CURB LOCATION k SIGNAGE EASEMENT (RI-I) F 0 HEDGE BOTH SIDES(TIP) 4"DBL MELLOW ACROSS DRIVE �. 24"WHILE SiOPBPR L °�Q -ACROSS GHYIE STRIPMlI1') �j ,� MAMA CUR: rte", ,.; _ F..-1 z SEE DETAILL(TYP) (TYPICAL) W d Fi SEE STRIPING DETAIL H- © E, m m SEE DETAIL(TrP) T/] (/j�\ Z {J,�,,(�- STRIPING(1VP) EASEMENT = SITE DATA: A NOTES: Vag t P r r 1 I Ln C'I ZONING: PARKING RFOIIIRFMFNTS: A VBN ER SPRINGS SiANOAROS,IN ACCORDANCE w111-1 Cltt O z_ T - 0' �R2°' y 'I a aIRRENi:C-2: . A REQUIREMENT: I SPACE PER 4°°SF Fnn . Tf[e 20• © i1 PROPOSED:C-1(COMMERCIAL) 10'WIDTH;200 SO-FT AREA 2.WATER&SEWER SERVICE TO BE PROVIDED BY CITY OF a om mm m o� _ ' VAN TER SPRINGS. 3 _ 4 OBL YLW PARKING: lg.Nn ill GFA SPAfFG PR(1Y1DF� W Cs1 -- v (THERMOPLASTIC) '"m PROPOSED USE: 1•,3. '' SF CAB OE OFFICE. LOi I 14 SPACES(IFRL I H/C) 3,IRRIGATION SERVICE PROVIDED 61TH METERED CONNECTION 07 - - - 7- �a mm - NO MEDI L N CE LOT 2 3,498 14 SPACES(NCL 1 H/C) p+ 2'OVIItHPNG 1YPl T ALLAWABEf BE➢C HT. E ALO FEET LOT 3 I,J50 8 SPACES ID REUSE WATER. x I\ (N aaSEARING ^- (NCL 1 H/C) E } I a \ PROPOSED BEDC Hi,i0 TIP OF BEARING WALL: I EE LOi 4 3,498 14 SPACES(NCL I /C) 4 CORED SEALED ALL BE RESPONSIBLE AND DOCUMENTS UIME ALL 0 IOOJB v I S0701'30" ABIDIN © LOT 5 3,498 14 SPACES(NCL I H/C) FOR FERMI TWIG SIGNS,ETC.A DRAWINGS AND ATH 0 Ini a 1498 9 14 SPMTC(rvC I n/C) FOR PERMITTING SIGNS,ETC.AND SEPARATE ER ITS. CITY OF 82.02' BUILDING 19,230 SF 0.44 AC :15.22 3012 50 JB W1AlER SPRINGS IN OBTAINING SEPARATE PERMITS. -i�\Q apPN SP EWPLK 38,3A]A SF 1 5A AC .30.25 . a., __ (IOTA S SITE 1 SF 1 q9 AC .5422 PROVIDED: J2 SPACES(1°'X20') APPROVED BY 13 TOTAL SITE AREA: 8126,772 SF 2.91 AC 09A A MAINTENANCE OF TRAFFIC NOTES: RAMP AND �_� IF VLSI GORE © L i 6 HANDICAP SPACES(12'x2°'1 ''''''''''''''''''. .--1- R30' CONFLICTING 80 TOTAL PARKING SPACES PRONGED R3' STRIPING i0 BE (THERMOPUSTIC) BEGIN AT EXISTING PERVIOUS AREA: 1.59 AC 54.82 Fl OOn JOrvF I.ALL MAINTENANCE OF TRAFFIC OPERATIONS WITHIN THE R FOOT INDEX 304 TAPER POINT IMPERVIOUS AREA: 1.32 AC 45.45 ROW SHALL CONFORM TO FDOT ROADWAY AND TRAFFIC REMOVED _-_-_- ACCORDING TO FIRM PANEL NUMBER 120416 00655 DATED BOTH SIDES(lYP) i - --_ __---_-_-.- PHASE 1 PHASE 2 NORTH CONSTRUCTION CONSTRUCTION & PLAT AREA & PLAT AREA - 107.01 69 67 N0701'30'W 576.34'01.06' 99.00' 1U4.29' '�� - _ to. ea,— eo. a. 25.25 zE 2 I !i• - z4 Q rc Y.o-.�.�1�.9.® 23 22.5 \ Z �_ L1 II W Izz POND 1 I I POND 1 e m 11 DRY-RETENTION )/� DRY-RETENTION j h P J TOB=25.25 ���� i0B=25.25 (� _ PB =12.5 PB =22.5 ____ Fza 23 24 23 zzs / 11 \\,\\\\\\ — .baaa• I I = � •—.. \\\\\\\\\\\ \\\ .10'pm 167 L LOT 1 LOT 2 LOT 3 LOT 4 }LOT(�58911•) 9LOT50zg9,1", I I (1, =n ]498 CSF(50'z 89'11') I }q9g CSF(50'z 89'11") 1)50 CSF(50'x]5') I ]498 GSF(50'x 69'11') ,� NORTHWEST Wn� r N ° I : .© ^'H: 1 1 m PARCEL W i Q I © 1N£1 Ak I I oN III �n �.g i IC' 10' I ©�� 10• 1 • • - •��n� Q III III ' DRAINAGE I DRAINAGE ' I = DRAINAGE : : m W Q EASEMENT I EASEMENT EASEMENT o y� LL�_.l_ti m M I I DRAINAGE / W Oaa I R FL�ISH .R _\/ I R FLUSH R I } R SH u,�R EASEMENT r V Z p 3 11 © Ngr0r�ow I I Z 1p' = SOr01'30••E o UTILITY ss CO 4,m„ .2 I 18 ,i .\.\ n CO > II EASEMENT .I I-_.-_._-.--._.'. —._——.�.— _. --,— —�.--. - --.�—._._.—t.—_. .—_. .--.._ --.._ EXISTING 35' V/W 0 S ---«C\K\\ t tR -—--\<\ RR\\—1 FR\\RR\---EAst E\----ttCf\'RR\t—\t Rh\\\RhK\�+.[C1<\Rlf\t..„7„,\ \ \K tR\tthSR\t<\ht\K\..„, \\Rh\\ \\K\<Rf\\K RR\S RR\}(\Rf\\R<\K l[R\h .® CROSS- h y ; ,I \` 10 UTILITY EASEMENT d 12' 10 UTILITY EASEMENT , ACCESS, .. \” `VV"`\\\',S\\ 1\1 S\"\\\\\11U "\\\\\` \\\\\���\\\\ V\1""" 1&52SSS `t1"`\�\ V\U\\\\ \\U`1111\\\\1111<\\\ \\\\ 1,\\\\\\V" "`\VW"\ \l,<`�\\\ '' I DRANAGE <\` a` ACCESS, UTILITY I 5s os ACCESS, UTILITY 1--17.5• V E UTILITY Z # 1 1�,\4`� ,�\ , 30W & DRAINAGE sg8z50 wl -- 1� & DRAINAGE EASEMENT EASEMENT 676 BYO\ —.--.——. .SEMENT ` -- - Ngrrs,]:w wror�a'E —.--. .—.—. �c<.`�\`1yG�`\\\` \ // N .5.14 S82'S8'30•W - tm „AA A\ m I , ''5V S• I 4 1s � „ „,,A A I f I D >A ♦\ 5.5' I i - I I ', r Z 0 Irr \\\\R\\\\C\\\\\\R0.\\\RR\\ \\\\Rt\� R♦\\\\\\R\\\\\R\\\\\\`e\\\RR\\\\� \\ \\\\\ \\RR\\\\R�\\\\\R\\\\\\R\\\\\C \\\ \ \\\\RR\\\\RCl\\\\RRRR�I\\\\\R\\\\\` \\\\\\\RR\\\\RR\\\\RR\\\\RR\`R\R\\\\\�C\\\\\ \\\\ \\\•\ \\\\RR\\\\C\\1R C\\\\\'<' \\ 'z J X12 x01' 15'UTILITY m —� - —� 15'UTILITY O J 15' N*701'30'W EASEMENT •_A! o g ! EASEMENT • .®. 0 ) '"� 1`. ©�—�IOEll S07'0130E 576.07 ' ?I �'ri, c x„,0 0 —. W' 1+ ! r'" ..® — ——— 7' liiY" _ C,t 7 U -N11111111"111. -41111RIPMMIIPMFMIMIPW �� ` '7,` 1 SIGHT-0 -- - - EASEMENT F, Z m■®� — :- _ - . - 15 LANDSCAPE PEDES AN �.: ��• F ¢o i NDING HOLLOW BOULEVARD _ ______-----__ ---- ___ x q;Cw AG Za'm w 11 IHI Z °d`.a 6 Ibr a F,-,z ¢W� A A W ~; AAU�6A NOTE F [7y 2' W 1. THE PROPOSED 15'AND 10'AND THE EXISTING 14' CO 0:0 F, UI UTIUTY EASEMENT NOTED ON ADJACENT LAND SHALL BE DEDICATED TO THE CITY OF WINTER SPRINGS. W 0449' 3 H 0. 0 F 0 12-011 BTH 72-2013 WKW SEE SCALE BTH SHF,N0 5.10 ... „!ii Eznigacep. --1 A iil I T'T -I NAN,. ,Dm IDE- NAT LANE TYPE E =Army JAHN.* , y y E PARKING BY PERMIT 1 ...., „...... ELATED ENA mama I 7,.... I HI'T CURE AHD GUTTER ENDINGS co a.1,o anTo mos.s'Ar''' OF SIGN ll':',FgOE doe',1111.1) - > E. -,---,r-----,-",".=-9-, --Lr"---11-:r. ,......,,,,,,, _.„,, •-..,_.--,-......, . 4 1 —1,7V 1 ":"'"' "-- I -. ......,T. ifEII{: i-roll LU .Y.1 ,,.... -4'-'1-r'—i-14-7::::— Hr SEL;r011 IB . .... .1 ....---- —7— .: _. 1 -1,.... =— isr...r....,... Z.Z.:1:—. .,.......,........,—....... a i i --r ' Tl n_rr.,r^- kg1i54°,:iifsRAilitTf"'"' , t x ..K, armsomil IEBNiimme.4'1 1 N1-4,-'7':— B4- 0, -=::::::::::::::=ttr,.= CU.ADD BITTER AND TT.A CURB TYPICAL HANDICAP PARKING DETAIL IEEE A ADJACENT To FLEXIDID Tavosorr 0-) ... conoolamoo Joao of corts swoop.co r'.......= . , ...., CO ArCilF1-E CUM LE ff..r_Yarn 6 STEEL PIPE FILLED ,,,, ..... ■■ r Z.,=7:=.7.::"..„1":,a.=:= W/CONC-PAINTED CONSTRUCTION NOTES , "E-.5.ir:471:7--747..--7.--7.--°-",,,,,,. i -- eri.4, 1---! •--d- rff— ,,,,,,,,,,,,,....,,,,, ....._.................._ ....00.0.0,........0.0....o.r.0........”,• YELLOW SMOOTH TROWEL CRO 10P 1)DUMPSTER ENCLOSURE TO STUCCO FINISH AND PROVIDED WITH 6 0 DOORS AT A MINIMUM (SEE ,.., (22)z g 9 p I - I ; 1 " ARCHITECTURAL PLANS FOR DETAILS) n\ z r,.0.6 ,g ;. ..-4, h.-rzw:.;;H (2)DUMPSTER ENCLOSURE SHALL BE ENCLOSED AND HAVE OPAQUE 6'STEEL PIPE DOORS ENCLOSURE DOORS SHALL REMAIN CLOSED AT ALL TIMES '-' Q 1:' Z ,,,„ „,„ 1 M OTHER THAN DURING GARBAGE DISPOSAL OR COLLECTION ,22, -N 2 CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB 3)SEE ARCHITECTURAL PLANS FOR ENCLOSURE FINISHES AND STRUCTURAL DETAILS FOR CROWN N G 4)DUMPSTER ENCLOSURE REOUIRES SEPARATE BUILDING PERMIT (:)21 -9 .c OM 3000 PSI 0 28 DAYS)PS 11--\'1252'1 mt2i■ami- lic'c°72 1 ---,_,c, is I*O., 'I REINF,TOP KT,NM =s— - LL,V 0 OtE ..........,............ r: ...... ...„....,,s1,11111111001:-,'.•,441*,„. 1"-,./ .,,,,,,,- ,, 10, 1301,1,17(,) 17:r"";,::::'1 '`,,e2, ..„2 ''..,222, 410T‘# 1.S-IL BOTTOM 0 SEE DETAIL U L' A ';', ,, _ . 0 0(5*R ',-,": . -,,..7,11.- --, , . ........, — t , .,./ IdIV 1/2-,1,REBAR ANCHORS THRU i (f) (1)(/) (5.M°gi r .:.szi,,Si=sruje...,..i t PIPE BOTH WAVS . o ureanumrou sEcriox n.1111,....„. til ..-.......,„ • / Of / .--- lira __, c-6'• i mono.ono mon'373/P ABrEAR.A.REARomBrfto ."Ze-, %3 lgirell ,,,,,,,VB' ,r,,,,,,'-/V :V.7,=.77.- BOLLARD DETAIL - OPAOUE STEEL Hi' Z ,,,, ..-..2," ___ _--.„..,.. 72 2.42:.:Z.ni.2":4: o ................ I I I 1101 I I ENCLOSURE ,,,, “-,.....,..... OATES/DOORS lin fH IIIIIR 1 ..,...-• Room.vow c ......e.......1■0........atm.......... WHITE) NOTE ,v...........,......0,..00._.0..., •5/8 BORDER RED EXPANSION .c.... .........,..,...E. 111 I I I I ..., 241.r/ BACKGROUND Id •WHITE LEGEND& t.0.0.......00........ NIIIMMta=ciusweis=.4■4_,"' , , STOP P, DINDER ■ •HIGH INTENSITY .---0. -0, C.' / '.5:"...4.5474.5g,i4WEil.5ii:..Sn'... i. . , _ •SiGNAGE TO BE INSTALLED PER CITY ,'..0, 4 TUBE S2'2222TEEL '2'22 6"REINFORCED CONCRETE APRON ......„„„----. •-4 P-■ e 36'WIDE AND BE OF ar.........0.0. .........c Z N. 8 HIGH INTENSITY REFLECTANCE AND =s- 0 C7 0 ,........„„....0.0„...,,.,.....,....,„,.„0 -1="" DIAMOND CRADE TYPICAL PLACEMENT Of DETECTABLE MANNING AT CURB DAMPS PCL'I ZCC'il'5' i 1 Nov TIFfigENZEEAMM DUMPSTER PLAN STOP BAR DETAIL(SB) 02— — I ..,-4 NTS Z, .. ,.. / I V < ...-- li— ---- I ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC PAINT&STOP / 4..a m N N MAN C SHALL BE HIGH ITESITY REFLECTORIZED AS PER UAL OF .,4 I) ,, I ■ 2 LOCATE STOP,I.FROM CROSSWALK LINES OR EDGE OF PAVEMENT 1 0 1 i 7 7 rrIT-TUrli I t'......._____--Lgl:0 I- 24' 11 lia4 6 MIN i ° 1 '4 . .. 7 V F 51x5.LANDING—\ 1 6"CURBED L%. VERTICAL CURB DETAIL AO TBERICPU,STIC SME7''' 12- 7■,,,,, ,_ I ,0' 51x5.LANDING I CROSSWALK DETAIL TYPICAL PAVEMENT SYMBOL FOR DISABLED PARKING 0 5'1,5'LANDING I 4.5 I MAX 1 0. NTS APPROVED BY I MS' I 45 I 1-- . N ES).'7111ZGWAI-7-----N 33.5 r N.___EXISTING PAVEMENT 0 STRUCK UN C 'gr TODD HUDSON P E 5 SIDEWALITh, \_MATCH ,_n.,-In ON SLOPE rl,„.., F, 2%,.-IR Initi SLOPE r E 3 SAE.RP 1 PANLAIEN7 NO 540. —FM5111116-- ewe SIDEWALK '"_ -.- --------,, '41 x 1------ EXISTING 2'MIAMI CURB----,, /'\/( ..'ai ' ... ' \ '';'"' :\ N 1.1.1.1.1.11.1. `"k" .°E"'"-''' 11.33E3R03,33 X. caw MATCH EXISTNG SIDEWNX ''''------ 2 C ' /-:11,6-1,\ \ , 1,s\__ , 12-011 BTH SAWCUT EXISTING WALK \6"/V\ \ AT NEAREST JOINT AN D ° WV-MX-NEN 112-2013 WKW = oz .:j,s,,%Er." K K w7.1-1 /\ ",•:; — ... TYPICAL SOUTH ENTRANCE SIDEWALK DETAIL --INSET A-- TYPICAL INTERIOR SIDEWALK DETAIL --INSET B-- FLUSH SIDEWALK DETAIL SIDEWALK CURB DETAIL PAVING-ONSITE SEE SCALE BTH T S NTS NTs N '"'""" 5.20 NORTH Ds-n I la'NES P"A9 II W/RUBBLE RIP-RAP eo. ea. HOB TO TERMINATE AT eo. eo. ao. eo. ao rea. 1 1 �11 5 E%IS11NC LOT UNE.POND BMKSLOPE PHASE 1 PHASE 2 ro N1 II �? \ PRESERVED CONSIRUCIION CONSIRUCIION SCALE fi CF TO SLOPE 4.1 s �,2R OAK TREE TO NANRPL GRADE -�� 3 b , B' z ,A1 11 ' M=me �� VE 91x91 . "- ''w a 33 ). L! �•�J ��44„ 2} 2x91 _. �j �z 9a NES� 9A II r f '''' Ds z D � Y BB-I0 \ .. �© 2 10'X. j W/R BSLE RIP-..1, 1 la'BES 1'.8 ES ev: • 21.4 ONTROL STR \ :BLE RIP X. A♦I IN/RUBBLE RIP-•• .:BLf RIP-RAP e d 53 58.5' SEE DETAIL , s IN 21.5 °SND 1 58.5' \ l.s RP-RAP.' 1 �'21.5 © 2'zl:e�CP a A 1'p� ORY-RETENTION P.? /1215 ORY-RETENTON • A. VN I E ;i Adair. a �� T08=25.25 , TOB=25.25 a 1 . 11 1 PB -22.5 22.5 l PB -22.5 III ' • � � 4 11 1 aG�i'i'�Y-- = 5MiNIMI- Gil .w 9 , ,0' �� Rl i .r-.;� 5 ��� �B`so BS-B Z N -_ _ _2525- cg e` �s LOT 6 RIB:25.25 b ''� LOT 1 LOT 2 �'s LOT 3 LOT 4 LOT 5 �I°ass Q� II PHASE I ENV:21.58 (1) A M '�^ 3498 GF(50'x 99'11") 3496 CF(50'x 89'11') ) GSF 50'x35') 3498 CSF(50'x 89'11') MATCH 3498 CSF(50'x 89'11') I I 108 LF OF W\ W _ 1/� ( GRP➢E U1k98 CF(50'x Nil') 0 FFE=26.05 FFE=26.10 E=26.05 FFE=26.05 PHASE FE=26.10 FFE=26.0 0 0.391 SLOPE n os SLOPE 4:1 I I I 120 LF OF 1 1 ' .!''� -2 LL R i0 NATURAL GRADE 5'FROM L 2 x18"ERCP ( }$''�I (� ...0 h 120 LF OF / ��J Q 0 120 LF OF STASI 4 " GRADING 0 0.35 SLOPE 2 WELL I I ((1I�� X III�1 1:"81;SLOPE 2'x18'SLOPE 11a014Y:.0•41U I (CAPPED) I IIII po© W�O Q. F ��/ 1 0.35 SLOPE 6 U-LL II II 9191 i\ /\ bp,O. I m4, /\ I I I �, ®' C) mDO„ 6, 25yeL' 4 EL P:i"a lipe i IE ° 0 > �' ,..11 ®Alm�®LiI sos 0 13 2 m A 's I s "Sys �y ��� I I y"s i o n h 11 S te A� 4I Os- i A?.. � III.'s 1 Os • �4, ., "i.` # •.� t � vh �' �ss �. x91 ' �� �1 c1 LUm g s y .,�A.►-- "Q h �y �sj, /yam I IC? A.. ° I R E r_I JT _ PERT 24..5 A.‘, - /\'�^\ Y I WER B^ 4°] �/' _ _ E F• �, 0 a §•J _ C �� h 219 �� R 24.6- /u� P�• �..`� -_.. :-r' -_ - K. h �;�. ■ ._� .. -1 . Qom' III �� � i �`�) -,- Lie 9,III - 0�3. 'a� _. -. - - �- s��^,��s��s���L�"q'III a -.- _ °'s--\)._ I it. ti°'� Aga °o°a y19 � f:.. % ��Q e�"/� A.;r �_ , . d 2-0- ,o''s� �r z III 1 Sys'.- :IY1� may r �i;, p .�� MI Ri NL i1.2 �� nl m. E CT .fIIii , 1 PHASE 1 ® a C.7 41""z En w da As z2 'm33 _ 9 AND GUTTER ANO"CBTTER `s 'II DING HOLLOW OULEVA a e ¢ �Axm ---, „ ON W B RD --- _ __ _=c - - ��S,a oR RIM O MANHOL,A R. EXISTING INLET TOP ---- -22-� - zZ' PR x)4 DE .TOM SLAB W ---_- E s El.r z irvv rvve i].]a C' -21.10A 830EDSDFA MANHOLE {} .°� .4 r7, w.18 14 Z C4=. g Q wax u wo R m w 3 SODDED WITH BAHIA DOD WTH RAHIA I SODDED TH B 9 F a U TLIP.M LE_ALLA AM L`.ALALA tLE,1..1A„Ey TOP or BANK ELEV EL.25.25 'Loa 25� PHASE 1 PHASE 2 E 25' APPROVED av STORM MAX STAGE MAX STAGE / s :a.o,o:or aoxr a.ss.ii NOTES: EVENT OR Y POND ORY POND' LLO a 9 1)MAINTAIN SILT FENCING THROUGHOUT PROJECT MEAN-ANNUAL 22113 r 24.00 22.02 ® TREATMENT VOL/WEIR EL:24.0 2)SOD ALL POND SIDE SLOPES WITH BPHIA FOLLOWING POND GRADING 25YR 22HR= 2460 24691 1 OOYR 22113= 2092 2505 PoNO OoT,oM EL 22.5 SLOPE 3)ALL DISTURBED RIGHT-OF-WAYS SHALL BE SODDED WITH SOD MATCHING EXISTING SOD. SLOPE . SLOPE 4)MAINTAIN 2%MAX CROSS SLOPE AT H/C PARKING STALL AND 5'ACCESS B. 00.TO OOH UAaa P.E. AISLE PER FLORIDA ADA. " _ ------- 5.)ALL ELEVATIONS PROVIDED IN THESE PLANS ARE NAVD 88 VERTICAL DATUM AS PROVIDED =.R APD A D ELL MATERIMATERISHALL CONTAIN sHL CONTAIN N �s BY PROJECT SURVEYOR. q c.,,,,NoMAN-MADE OR ORGANIC MATERIAL osHwT-z�.o ____ 6.)REFER TO SHEET 6.10 FOR INLET AND MES DETAILS. 12-011 6TH OR CLAY REDNS s NO POCKETS TON 1-2-2013 WKW PASSING THE NO 200 SIEVE) TYPICAL POND CROSS SECTION A TT. SEE SCALE 6TH 5"EFT"" 6.00 PHASE I PHASE 2 , CONSTRUCDON GONSTRUGDON .... 2 iri'4'101',.f ,.....„ • , 1 .,.,..., 1 Frm_ li-r=r-/-7. __ itd,,iiiii', '111111iEllil&11 7 _, -- ----"0 ,„ .. ., i■i . A ZOt •-4.1V---- I r3...•Nw . '13-mij2 .,;1.. i..•— ' Aml 'cm m noll ,, 'c mu Iiiiiir IIIIII1 m ,' - .4.--.... ....„,..,. . 1 1 _ ;1 IV fi-Lin- 11 Iffir ,,,,,,, , ,,,, , $ -- . , • ,, yi__ -7,,, :iii -N 1' I■mi • —.CMS— Immul -TM- rv°5.11=LIV, ,-\ ; ; > €i — LII 1 PTO"rT0'TERPTI'MATE 0'FROM r,i 1 '-'1 r 1 F — .nom— r TO SLOPE G1 TO NATURAL i I 1 1,i =r . t I'•1 r „a -41 .-..,.....„,..- s z,.‘ 411 2A5 T LOT 2U4 NE 23 22 5 ..i 4i t M i 1 =Z. i I-25.25 LOT 5 Q c5 ,zr--r.7--.,==,,:z.:;,:;°=:,=.. r=.".:„=.:=2--,:r.=,-...=.---• '====---"-- 11 iTYPE C rr m ma •a. . r '-' "“ ' ' I TURN—AROUND I T . PHASE 1 PI R ! 5,A -i-, -v-.7-2,-; A • yi''' 11!(I! 4 T.,IM 1 "se'> •4',4‘,X1 tv,-,,,,4„\--„sx\,v.s4 2,l'r HEE■iil' A)..e'Vey< = =, L mri. 1I CMii:MM 111HW 7I1I1M 1 .z-i — 4 r li s-_, F S‘ , PHASE 1 newem=:-.211 .0,,SeuPE- A---- 4;1 - -[ " ps _ .id 1 'DI i 1 1 1 ,--- PHASE 1 GRADING DETAIL .. 2 4 1. I OMII°Ill 1 i .. il 1 . t • 11. 1 I .,_, ,_ • --—--- 4 1 L,1____, m \ c.7 q=C4 i , Wii.WiaERWIM MiTalaTaNal • I OS-10 AS BUILT s,,„.m strame Bs POND BOTTOM, 22 5 NA4D Z 1 ,,GG i DIA D"PIPE M', 1 rrm ---r,,,,,, 1 IlifilillE19 07:71— OF"'"5'2'. "1 ''r'"°°m''''''T'"Bs'''''' % 7 Ir ..4111111111.,,- 4"J■P'" <4 r, SIDE VIEW 1 ISOMETRIC VIEW A MIR/10P ELEVATION 24 75 NA4D 4'-.`.-'.- CI)crr■ 8 ,,,,,m4 ttrveRETE MODIFIED TYPE 'C DRAINAGE CONTROL STRUCTURE 4 C4=-■ E UP. 1 STRUCTURES DS-10 <4 N 7 5 4,1 rIq m i r4 r4 3 g L I -- 3 ■ 15ili ■■ 3■ .I■ .-' .if millimmEggym TOP OP I 6P CUPP ' =MIMFECIE ii=' . II APPROVED BY MENETIMEMEr N 11 • ,MilliiiiMMEMNIM 4. Ii 7' II Milr. "■.■ 1=IVedPAII. 1111M111 IIIMI ■ ="■M■ MIIIIIIIIM■ MIIIIIIIILIM■ MOREIMI■■11111111■=1111■ Elm .._,===. miwifim .... ■1111.iiii il MNIOnial e-- _..- ■•■■E'''i■■ ■Res —_,11 ,■■■ irm__m__Encism ,.. _ ■•■■ ern■ „■In.■■•■ 2 W''. 1111 B TODD NUDSO,PH NO 540. EIW...'--__. PROPOSED a Illenl.........._-....• ffrEMI- I MW-IIILL-W........---.11". i■MIIMMEN ■•■=wr__.4■R-----...■------. ■ ■agam — •■■••m------...so■-----..■ M.- 111! .."--11 -."".i...•'-----■—...•■■■ ■r "=-,._ , N .-- WW--■11 ''''''' NIMM----■••■•• 12-011 8TH _ 1 2.../F — CROSS SECTION "A" CROSS SECTION "B" 2• CROSS SECTION C" CROSS SECTION "D" CROSS SECTION "E" 1-2-2013 AKW A ,.. .„,,„,T„.„ ,..,, A v..".2H5AHHHAIAH SEE SCALE 8TH '"'"" 6.10 II L l PB =22.5 a za 2es 1`-� re =ee.o z ALL ear,,, •P 9 R '{ NORTH ee 2 2NOIT1 OF PHASE UNE TO BE(ONSTRUCTLO • PHASE I PHASE 2 a W H PHASE 2, ENMNAL UNL' AS NUI LU I 75_12 I CONSTRUCTION ! CONSTRUCTION WITH PHASE 1 CONSTRUCTION. I „. III ., _ _.._.r�.�a..7.1.._.._ r-.._.._II_I M- pa _25,21 . ..74 �.._.._1--1 - ._..Ie ■�®. o._.._. �2s.25-.. -ui i I I - TI.X76!-.m _1 k I u 1 II . LOT 1 LOT 2 LOT 3 I LOT 4 LOT 5 LOT 6 ]496 OSF(50'z 69'1 1') ]496 GSF(50'x 69'11") LOT GSF 50'x]5') 3498 CSF(50'x 89'11') 3498 05F(50'z 99'11') I I - ( 3L GSF(50'x 69'11') 77 11 F FFE=26.05 I FFE=26.10 I FFE=26.05 I FFE=26.05 I FFE=26.10 FFE=26.0 _ A i 11 CROSSING 53,08]sq.11. u TWO WAY 1"POLYETHYLENE 2"WELL �I 1.2187 acres re 9 1 CLEANOUi TWO WAY TWO WAY 0 WAY TWO WAY WATER TWO WAY EXTEND 8" [9 111110 w GLEPNODT LEANOUT C ' OUT CLEANOUT OVER 8" CLEANOUT (CAPPED) I �1 II 2'FROM SLOG SDR-35 PVC INV:23.0 I 2'"OM BLDG 2' •OM BLDG I 2'I FR• BLDG =2' 'OM BLOC SANITARY 2''ROM SLOG f t W/CAP i0 4-FT• II Ft I@ I 02%SLOPE�� II. , 02R fiS SLOPE O 8 -6 23.0 ,\ 6 -INV:23.0 ,• INV:23.0 ,• STUB TO BE 3 i I p ABOVE GRADE "g I I , I '2%SLOPE--------OM ' 02%SLOPE-.7222 Mar 02%SLOPE-g]"57,61 I EXTENDED MIN 10' 0 A II 12'MI II _ 8LF-6'PVC FROM EDGE 9 i•O . l] I �M�®I I D _ A_r R E-�•�I INV:AV M NT 37 - 'Tln 11148:2.8 INV:22.8 6'MIN SEPARATION LEAN0.6 . SAN-4 0 INV:22.8 Y - •- CROSSING CRO SIG _ LEPNOUT �I FANOUi C I TY T,Y CLEPNODT ; CLFANOUT S C • OUT % 0 8"SANITARY INV:22.8 9 MANHOLE \1 / 6' SEPA'I INV:22.8 INV228 122.8 INV 228 Si INN20.6 RIM 2480 II INV:16.2 n UN R 15 ORM I 19.5 INV 22.8 S 20.12/ II I.LF 8' PV �I , SLF-8 PVC N INV:20.22 1 8 SPN s EJ l 100LF OE - PALE OF IDOLF OF ..= I-• _ -. + S' T. ,J 3. _ El l ?p'� o lit n 22 3582 SL7F -.-�q fi PVC.-2J _ _ 3 LF 8 PVC I ." Tyei - - 4 - UNDER IS 6S PVC 02%SLOPE pi 02R SLOPE }� LO✓• --- n (i Z n -- 7 2341F-8"PVC / ' I W (V� 0 { _ SpN 00.5%SLOPE FH-1 ' 1 PO,TUBING 1 POLY TURIN• I POLY TURIN � M HAN DLE ' �v '-L �I 23LF-8"PVC /nI�\Q 1nmp OR BSLOPE // I MANHOLE 0'FIRE HYDRANT r TO BLDG J3,2_TO BLDG TO BLDG RIM 25.30 0015%SLOPE pi 00.5%SLOPE W l'F, ,' _ // /• RIM 24.95 _A5 BLY&6•GV \rI MIN 30"COVER__,_ MIN 30"COVER IN 30"COVER S INN 18]5 _ __ __ __ • _ I I N N II g„/////// SINN 1746 - ' N NV 18.195 N 105LF OF •-- I•H-2 Z 8 Q jI000 YDRANT/ i0 S` OF 30CR & V"POLY TUBIG _11 MiN• - - III _.._ \-1-._/._.._.._ =--- ----__LYILr- .,. • .- .._.._.� . 'L _ _ -.._ 0 I.,y"=O MD¢i a L)mL ,, �fk][° ��I ti __ :t)� _ 1I_m!r"'- -yam i- ��_ µ •, •_ SERVICE ®' (8 B R ®, 00408 XJ5 ry � -�_ -- REUSE SERVICE: • y o' ∎-- v� •-�r.+rmas--anlm..�.rsr� _ x 2 °P55 CO 5 1 x1 aa- 's ' •- :•' .• ' ••- •-: •P 8X8"X6 8"GATE CAP V)W 0 i LOT I:IRRIGATION (1)1 CURB STOP AND GUTTER �^I�I WINDING HOLLOW BLVD METER&BOX M.J.DI' AND CAP AND GUTTER ! h Z 3 REUSE SERVICE: METER&BOX AR.M NI '• VNI N D I N HOLLOW BOULEVARD LOT 4:WATER SERVICE: LOT 5:WATER SERVICE: "_TEE_-_---WJ2�OW�= DUCTILE IRON PC,TtBLE WATER MAIN / 5,Gorr GT —.6.G3T.Gt.!I INV: 5 3- 4 mr r 3 Dor is woman,A.no Tor 34.or 7.GIGIG'"rAL r'''E rw 43.3 ,E [ ,,,,......T... I •'^'r.".,- - -,3 DT nary . — T 35-ror 3 IRO. •I I•---17.tv.trm.. I . J A c? I A'rea, ,.,.QQQ2 QR • .. SEWER ICRAVITY OR FORCE IWO :L 110% ow -0,.. -nu— ,L. TzL'n-,, ,_ . 1" ----_IMIIIIII0J,D) - , €i r.n.'..% 4....,.0... 6ER:,. .....„, I. N o' t 1 I --Towns kuu6 Q0 SITII LEDING L2ISQ g gil Rl Q.Q ILI! AI ) PROFILE G. TA, I BLEMORD DELVE ILLIT-6 '6,Tro'CDGIrVirr SP.. .(NT ,.CFF! /RR QQ-__SINIIeggrigiO "--, ,3 i L. 3,..3,333....,",3)-1 PIPE IDENTIFICATION AND WARNING TAPE NsmiZT.ri)7i EU PlOnIETET nil!is'ET: i5"-1) R,,0 E‘6 RN r)''S Q-13 57 MINIMUM HORIZONTAL SEPARATION REQUIREMENTS :6 ..6. '., .,.. . .., .. ■ / °„.,`.','„",".`='" HUMBLE WATER SEKVOCE SINGLE . 590 41 4 N c.,,,,, ,,mm " .... MI --- c7 PE I <WINN Soc.. 54 V__ , 1 . ETILJA'Crusel__EIGGLG:iGi I •/ i C 1314 mum 1 ''L:7 /4 I T \ ER \ TS,,PN,INNT NISI 7 OP 1, , MO Illa---'•' Q! I 1 . !,7'7 , \ . \, _ s , I I Z , , COPP LN NO-ES nollumn, NW AI RN WIRE GENERAL NOTES IICGTAt,In4VC... C '''PIE Illi "'" ''6'6' 6"11 ' PIPE INE TRACI,WINE IS TO FE n'RL111%%t 211?r- z r. aA''r ",,-„m- ,,Fs =N 0 8 TEMPORACI BYPASS FI:GL'34'62oNirsaIr/nn II""'"IiiIC rOTABLE WATER'SERVICE gITGf473.NrrZLI THE CITY OF WINTER SPRINGS REQUIRES GRIP RING JOINT N/N z 'Rol:1W 217 - ,,.. ' LIERUG1 IS Si..SPIN RESTRAINTS(NO MEGALUC)ON PVC PIPE. ''' <7' RECLAIMED WATER SERVICE CONNECTION '.7 ,_a 2 H -s A.6.4.3.13. 4 . 3,6 TRACING WIRE CONNECTION GO 3 3.44 "IQ F'"QQQ'' VIIPTER%17:=IMD-- """''' r . riar, .4 z . T...— Ern NM LE11,1-1 PT T le_NEFTINNI EA,SIDE c,F Fru IN,. < PI=>-■ 1 • 57 it''.7 I''''''GG _ ........,. IFQQ: gifg 1111111131E11181111111E1101191 Cr:: z m I ,„ .. - _ 1Z13■11111111111111111E111111:1111E11 < 1111M■EllE111:11111111111111111611:11E1 < 121==111E11111111111111 0 3111111111111:11 41 r4 3 9aFaiirin r..1711..7----1,_, 1 r:Arzw.., isz=mlioulaulicluelm < g IL ...., OJPRGAO PEN PEE PG EN 0 ''NP ' 1111111111111:111:111111 < E. L -.. 0 /.=66 121111E1C11:11:1E111111/11111111 0 N PEG NP EEG IM:= I .DDT 1 HENZ.774T. mums. „31-58 ,TIT G GEG„GG IL FGLIo'L„'e NI GrAGIG'IEN4J,Ir4GEIT4 G'NT 6 LE S e,EN575:5747,ru7 L:Cer R7,475‘,AN.„ G 664, „Is...Ds„A L orvoLL 1 RL3.6,31 LE4.4oL -.'GE -G AII6.T 4 ALL wunc 2.253...5„roicawru < A.4. 5 T„ere NT.„A REL.TINED...3 Toe.55.5 B.,BELL.To ED A wo ANA 4 roxworwIC—-- „Arwso RED r.19,'=_--- ''''' '',N,',',",,t ..;::',glj,=,'N',■,.n'T2,`NATM,j,•=,.',=IgN,,,,,. NO 54033 Fos.s..SF,.TATER,CONNECTION 91.,,,,,,RIN„L ONO._INEF„KIRSH,„Ill„\NOM ille LFFNI„TIONN 61,TIT BEL,. .re PROF!,F sIG3G rOGLGI GITI"AGG GIN"oo'ra'L LA41,ounIcc 12-On BTH ,,FF,FAOLTS. 1, ,or...5.„Fc 1-,F)111,,PIPE 2, <1-2-2013 WI W ' -t‘:ea.7 ■F '.,'S'i.'E517,[' '.17-rir,F'' SEE SCALE 0TH ... -- i`""" 7.1 0 _ ..... _...... _ ...... _ .._.... NORTH IIs .-� ? 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ONTT AL ToeALLOY DALE OR '=-------.LA F. 3 V2 DEL MOUNTING BP-1/8 APPROVED BY PEDESTAL 9A. IL DOOR w FLUSH MOUNT TOP MOUNT DETAIL L��m.�sLes TO FIXTURE DETAIL Nn.slow 'PE WATERPROOF CONNECTORS M F T 40 M W W F T ... COOPER'MET LANDAU.FLATeLASS M�;, ' cieDE 3DOW METAL HALIDE 12-011 BTH UM eF LIGHTING IS PROVIDED 1-2-2013 wKW IL »s CIO STATIC CAST TENON TOP CONCRETE POLE BY PROGRESS ENERGY & SEE SCALE BTH —14a," MET LANDAU FLAT GLASS LIGHT FIXTURE FLORIDA, INC 9HFFT xn 7.20 2ss 25 NORTH irm 25 25 2s U U ® n 9 ' 41\ IJd D� 0 e l _ II EL NO RO uL ' R a FWSH uR u i u L R FLI SH IRI u i PARKING 3 dA Y Y Y. 9 RE ZONE F. `- � '4\ R7-1 MoD a Zg M ,- A 5 •. 44 ir) —' 4. Z N • QLL o aN a I NO ��1�■ ' i PARKING ��'Z�cLLja`$ _ BEYOND p WBs� R �R ■ R� _ �n N '� THIS �7� : �9 -- - xm _�� POINT ■o g. wm g a3 - _ � �woi © u --__ -- — _ R7-1A --D h0 % } E E I� n U U n 25 25 U I@I /+ rzs.zs zs REM OF HYDRANT z' Z I PHASE I PAVED •+ 90 W - a 2 FIRE TRUCK H TURN AROUND W O z PAVED PER ON-SIZE . Z rTi N O I PAsvEMENT OErgt I' r. y SEE SHEEP 5.z / ',/\ z w^ 1) I . I U axw $ 5 za, 1 • Rip t .. 11 i Ofz'Q R i ■ ©ly■m •4 �'','. „, ,.z FRONT or HYDRANT Z Q Ls7�, RROHOE z4•ae, FIRE HYDRANT � mpp sON"TH RARKINC CLEARANCE DETAIL p�, r�,,�d 2 II II Y BEYOND N'OE PONY �� �/`,�/! TRUCK DIAGRAM .V.P.46 50 M [ II 1 2 44 11 �;,.. E • I SIGN NO PARKING I ■ Y �■ ` gppRUVEO av FlRE ZONE” AA �■ y,, t �■ w'i 7eR SPRINGS FIRE ° _ ��� . iii RXAIIIMVAO . ;;ask 8000• ©V∎IWVIV \∎0N� �k I0 Es�k S 01 000 Ef. : oo 20 00 a.TODD NUPP,ON Pe®z 1��E��a . NO.540. \N..,, � 000001CTE THE VEHICLE TURNIN0 SCEO GARBAGE feet vR �\� �iGi.LI�N �.UVAMP 000000N ALLOWABLE WiMdlk :000 moFCrw xne MM. 8.00 TURNING RADIUS AS 0 �� ruRN N0 PIEREORMU�cE u�n�NVSisE FOR Lock L0 Lock 01 :6.00 ��—011 BTH �� vwTORO ERE DEPT a PIERCE Steering Angle :40.00 1-2-2013 WKW —ll ll'C V 1,II1", TRUCK TURN TEMPLATE TRUCK TURN TEMPLATE SEE SCALE 5TH Il IlC l `HEFT N" 8.0 CC 1011111111111101.111 Wf Ewseychik&Rice TREE MITIGATION AND OS ownOkCetreD. 620 Crown Oak Centre Dr. 7 Longwood,FL 32750 Tel am 53,8022 LANDSCAPE PLANS Fax 10,53,;555 Ice 70000310 Imai5crAa.awn EwseyU//ik//8��Rice am FOR 0 E WINDING HOLLOW LL N a PROFESSIONAL OFFICES ° CITY OF WINTER SPRINGS, FLORIDA LL O. J m = Z Sheet List Table 8 Z Sheet Number Sheet Title REVISIONS: No.Date Item 01 COVER SHEET A03:05/13 CITY COMMENTS 02 EXISTING TREE REMOVAL/PROTECTION PLAN 0 0 03 TREE MITIGATION CHARTS/CALCULATIONS A 04 LANDSCAPEL PLAN A 05 LANDSCAPE DETAILS/PLANT LIST Seal: DAVE: 01125113 DRAWN DK CR CHECKED BY. JE SCALE NO SCALE SHEET L-1 Of 5 1302_01—CIRONg RV I w "H EL 1585 _ I' POINT OF BEGINNING(SOUTHWEST PARCEL) rIy�� Y.v D CORNER LOT z5.BLOCK G m� i °® D R ORNERLL O SURVEY C THE LEW GRANT W�3 2 PLAT BOOK H 1,PAGE 5 EMC 5/8 6 e zo 'AP P2, Ewseychik&Rice II a,�,.3r>s n«�arlR�rr_r���ualla-1s < . . " ao " " 620 Orood,Oak Centre Dr. ll Longwood,FL 32750 'Pa PHASE-1 PHASE-2 Tel aw aso-a322 H s Fax LO/fl30./8&9 lk 2j '2j °m r m a s e, - CP DOCC0313 °f R '�` .o� J4 �� ee.�er lks RZe sm1 os �n�f � ! r , I, _ ��s. i� L i v.T� Q r 1. 1 N,ttl '-, _.,, 14; I+A L �) « ,� 0 ) 1i ip _ � t� +9, t s h ''' i I is_ aE.�� 'r� 31a :seYi°.x. �� �+ ��--! :. •'�� ss �_• f ..z • s s„ iil _ .a as - cT CO s �o �q'7 ss szs �L7��A �"_ 6 ►i Gi ��>� 6 a �,- > '4 T fe IBA 8 - , a lL ' r` 4r1 m t 8 v r J T4 C ���1 �n}omit,»� •�f a Poo s f'�e Po �.. s I rl �$ 14�. IL VIII .►6 i�A i} /'���` DRY RETENTION I �■ i4 ►l T ! 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Q— v � �iz• 4t i�,e r.i >'' - ,, ►y?* 1. .., 7!s v« +^lw C1 4� �l ig.r�� '�4'�'tiy Vii '� j +�•tix} �s 7 Z_ II d it ■ 0 �:` Rses.a �v 1. ��+0 �.[ x"1.1 ill, O ■ i t Z• 6 a • I I .4F ,. i >,>:1L'uiir7■ ,i f 4r � ►a;-1+ry' ,R t.. Ma"HOLE°" oRM f." *1LA� 1 �i":1�� .s�a7 i ■ ■�i:�a� ``7!'t'—I REVISIONS ICI 'I !,= +, :T 11111111111711li11911911 %�� No.pale Cem �, u 103'05113 CITY COMMENTS 117l ieeIRMIllellllnr•n9n7i1�1n91119111ell MO Mein!fleflellAf MMiNiMiniUllilllieiliiilig lelll�uo.,nlill➢■�ilnlllli NIIlllllllllll lllllellelll91111el lellillllellelleileiieiieiil9illlil9illli1117111117111iilliillAfiAlilRi 11T4f-\�i1111eE119119e9e'1QIIIl 9illlllllieliejl19il9il9ill lill 1711e11171117e1711iielileA11.1lelllille11191171 A ■■rll■W■■■■■■■■■■■■■■■■■■■■■■■■■1[H! \©■111■■■ElYI�711 SY!■■F�13ff■!■■■■■■■■■■■!■!±!7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� E1 ® PHASE-1 PHASE-2 C1 A AND A AND °'T`R WINDING HOLLOW BOULEVARD — — — — __ CIC W f . m T 7 . .. <. y . . . s+ K. u „_ T .. 7777. Ewseychik&Rice ,., w.. ,5 . m, ,., - - m. - s 7,.,7,E ,.. 53.7.,E ,,, ., L. „, ". ,. .7r ". VII N7 La,6s.360 e.sloamasv u,ils_1s R, o,, ti,,. 35 m, ,.< ..,_ ,m .., .., „ 3503. -... + TV T 7557 135 .5 .,. ". ,5555- 620 Crown Oak Centre Dr. .- "� ".< , ..k x 5.. F. ,m . .. ,, _..,. .m F. _� ��, .67 .d, Longwood,FL 32750 ",., - , .... a m, - 5.. ,a m. 0, • ,ate a ,,. ,.. , a- ea s, 0. , t,.,,. , .�, ..,.._ ,. ,,. . 377. Tel 407 830-3222 R me i 7.P" . m, 0, sem m m. cm 0,0 ,.5 a ,w m..F 0 .v. , mem m .. m5 :,v A r„ m „. 7760 Fax 40/830. 0, 7,.a ,w7, , L.T. , m, 7.TV .v,,. 3500, .., 7555 : ._.. „, w, .+, _VI. -v IT ", T5 .,, "w„,_ IC»U6IX10310 7 .-+..F VI ,,..,. 7575.. ,,, +„ ,A,o,_ s a:. . e .-...F _ s, 7777 + T TI. b ,a .5 I.. _ .5055. mai5crJacom , u.. ,.., ,-.,F ., m. 0, mr,,re R. m: NI, • ,,.,w_ - O Gaseychik CO Rice no ,m. ,.,. L.T. m, VT. 7557[ 3500- 75 V-3 ..., -• L.TT ,.. :v.., .,1 T .5..- ., ..v .I,>,- VJ ..,,v r.,..F .. m, 0..i5 a, m. .. 757. 17.7.E TM'37 , .5 5555- 7". .57-,m. 0 c ou o ",., .,. m, ,.LL .w.. u. , 3aom ..e ,u, , ti..., ,,. N. flu w5 n5 G,v m m ."u,_ k IL tr- 0 v... 5 .r.2 ,. u, 75.57. .mm_ ,", 7 ._.. „, , .. -33v.c u. .e TV 7 ...o,T .., m. 7775 . .�_ - ... „ r.,c.< „ m, on. , ,.,. 7. .5, .L .., 2,.. ... .,. 7 MR 7 ... ,.. .,U,- 0 u , R, , ,2 � ,. .H : ,r -21_ 5557 . TOTAL INCHES ON SITE 4,252" /�y//J�� ..F , m, 0, ,,,�, 3 m ,u. ,,. 3,,, _ y. n' ,m TOTAL INCHES TOREREMOVED 3,554" 5 LU _ _ TOTAL INCHES TO RE MAIN 608" , ,., vv, v, ,+ ,� , r TOTAL INCHES TO MITIGATE 2856 ? LL io , ,,, .. ,, - .. .n, ,e TOTAL CREDITS TO MITIGATE 6670 U -, .F ,. ,v . F _ 5 .,. , ... _ m- E 8 AT 65 GAL. 320 mme m, .m5 m,,., A m. re., .n 5555 5-.F , . .>E ,. ,,, e, , ,,,o_ ADHGON HOLLY-30 AT 45 GAL `rt 0,m ,. ,. mr m ., ,,, PONAR- L r e ,7 ., RED CEDAR 13 AT 46 GAL 6.0 CRAPE MYRTLE 6 A 30 GAL fi0 "` V' "` LIGUSTRUM 5 A 6X8 60 O + cm,.e , rn.r v_ ., .. .E I. m- SWEET GUM F - "m= - -v - u - .. c 7.3 .5 " - MAGNOLIA 6 A 65 GAL 240 30 GAL. ., < . 557 5 _ .,, „ ., - LIVE OAK 21 AT 65 GAL 840 0 SABAL PALM 37 AT VARIES 740 v^ BALD CYPRESS 35 AT 45 GAL 1050 T ^ mme "my - " a F . s -N W FLORIDA ELM R U -GAL 36.0 i• - x s ^. - ,.. W - WALTER'S VIBURNUM-15 AT 15 GAL 30.0 , g 0 5 .._ 7, „ „ , 77 „, .. , . TOTAL CREDITS PROPOSED 666.0 :r. ..". m., 7.5.5 , m, 4750 m,. .., • 55... :K V-2 m, .-.,2 ,5 .W. , _.. ,,, .. 350M TOTAL CREDITS REMAINING -1.0 3 Cz LT ,.., m.,F IV m, „3 777 . m, „, 22. 37 m..F 3. .5 v,. 37. ,v, IV =3.m. REVISIONS: ,. m, ,u, mme ,,. m, 57.55 .w_ „7 m, .,v 77.,77,_ ., 77, ,w ... ,v No.Dale Item 51 LL., 7.„ 3 3 TT se, e, ,.w „ m. 550.5 .m 3 ..„ 3 .TT ,m ... 7+,.E 7. W 3 -7.,77 1A3,05/13 CITY COMMENTS m., 0, m„e m, ,e, .. 7757 m. +, ,A,m_ A " T:. m o„ ,<„, ,= m, . , . .,. s m. m A A : A am at TT ,,.., 13 I.„A 1 .2 7..7 . 77.,7,. ,v V. 3503. .a -, ,u, 3 ti... ..„ TV IT s. TT v .,,w_ Seal: ,m. .y, L.,.. , m.� T ,+ . 5 ,.,, TI 3171 2 V 3500,. +7 _. ..., 3 .. . ... .3. -„ ., 7777. DATE.: 01125113 ., m.. 5.,, A .-.,F ,, m, 5., A 7.,3,,,,5 ,., m, ,,,, ,A, ,,, v I ,w .-.nF ,,, s, m 775 • y.. 7.75 ," .5077 DRAW 985 CR ,., ,.., , m.,, ,m m, ,.., , 776,,E V3 m, NI w_ ,. .. ... m..F 43, T V y. V .F T, m. 7.. 7,m7 00850800 13Y5 JE 5CAGE: NO SCALE SHEET L-3 Of 5 120J-er-by-AOx-re v2 Arg '6 e9 II W.IN1585_... II II 0 POINT OF BEGINNING(SOUTHWEST PARCEL) �� II( 'q. PL CORNER,LOT 2N,RLOCK D �� II �3I 2 ADO D R MITCHELLS SURVEY OF THE LEVY GRANT 6 FELT BOOK 1,PAGE 5 II 6 LB 796 Ewseychik&Rice II II 1, a ,o. eo. �, ao, ao. eo. La20 C ogn carr.antruml:.kg, 020 CroNn Oak Centre Dr. Longwood,FL 32750 Te1407L10,4722 �° k° PHASE-1 PHASE-2 if?s ss © o © m © o 0 o m o o m o a Fax no EJ m a o m v m v v v v •v v _��� W. "Jr. v v v v �� A�� z c cxo. T Wal°- . . d -fms"a1E7iL4�l� s 1vl„l-a Qww. °1 1•m�..•v( wi. s:E! -' 1l��L7[ EiTo •.� T WA lT 5 aL, ,.�� 11P—ag i�ei fl. � �l otb/71 : . � e -�, �zsr -';t, � . _� _. u, .._ ,,3rd __ _ _-v `::,�; "7 p s.,oi m fos—CEO r _�_:.� �_ I nnsamics ass3s .WE I. e m ..• v Fug. 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I 'u�r� ' ,, LI II ESP o m �) fW v LI °vm mI „,. °v- c°sm° vvv ,0r► © Vm��7l mmmm � 'v° ‘-'-1:1 ,',. 0 y�� v m l m m m m . m ail Err .;�,► u v v v�v m ��.;�, �k ,�e,® v �j ,v vs var r , smo.► vvJ .Sm` I ,5: v m o r, 'A-1,,„ m -E t m x,11■ le,. ©v -4, v Z m ► y��,� P m m m ��1< 1 m mm®� Ft` .,:3 v�m. ne�m 4 y vet, © m y 00 �°_ i�� vi, •.• ut . • v v�/ v r�6r7• L 1IS "r` '� 3i.In.J��s���,. �.I.+ `.� :: x,90 Yl� '-, S I I a `„w ms I� mw imi I ^:i' I Ii�eee y ■■ =9 �a� r-I �� ,. lL���� 969tto9� Is REVISIONS. y wr I ate CITY No.o 99�ie9 '05113 CITV COMMENTS gIIEIIlEll4'11111 1117111711171117111711!!IIlIhllllellellll IIIllil71i1111n1il9illlil1111171117111illlililll)Ai eJ�A IIlIOiI[IliAliRliAIYIIP09ilElillelllilll71117111711171117111i iirane ill.M UMIU MMiitagamlemnnIIMOnnllnli1111e iniMiiniiiiI lelullnllnim,nlilleliuli,lllnllerulsnl iniiINUNNI■eanneRIMMI IIe111131131MW • R MIMMIMMI ■■LII■■■■■■■IL■■■■!■■■■■■■■■■■■■■■l[[H! \© I[I !■F�Ei71lSY2!■■U13ff!!■■■■■■■II■■■!■!±!7■■■■ffi9 ■■■■■■■■1H■■■■■■■■■■■■■■[Ei■■aAM A ® r „w05mE PHASE-1 PHASE-2 Lao>°E ':. A W,PE oowRa AND GUTTER 'X°& WINDINGeP HOLLOW BOULEVARD _ — wNe— — — — - A ANC A — — A Heal: ,,17 0 r .4) - DAIE.: 01125113 DRAW Br CR CHECKED BY. JE SCALE AS SHOWS y 0 60 40 ii 60x0 r ma I n1 SHEET 1_-0 Of 5 120J-er-lap-Anse-rev2d.9 EDGE OF PAVEMENT CR CURB PRw DE AGBFORM INV aF Tk ER Av 6n i PROM E TMI ETU. GAL./1 EARA CE AROUND SOT BALL MINIMUM AND EMT.).X0 SYnmL n I BOTANRAL KANE I �M.SLANT SCHEDULE DESCRIPTION SC I REmexs n�.E �� 14" xmr°. AR OJON �� lit itirobollN•MIN. T PLAITS IN,A TRI IA/A PATTERN 3•NUL.MINIMUM-DD NOT COVER Aux STEM I qR B gCER RUBRUn RED MAPLE n1 W'Hi x 6'-7'SPR./4'U.L./ SPACE AS SHOWN Y W NS. FOU PO N MINIM. PLANTING SOIL �Ih%I� III I'�., IV 5 ILEX VOn TORA TAUP[N HOLLY la HT,V SPR,3'ow.,STANDARD FORM SPACE AS SHOWN thirr-est v. oMER usTAGNG SPECIFIED T I1 0 5PR.,3.CAL.,STANDARD SPACE AS SHORN Y nRF UST) „ES a5 Ewseychik&Rice SWIRL L:wDYOrFFPLUx � # Lr GAL. GUT r r,sc aus -:a_s (AND EDSTRIP)E O EDLnE(ttP) AG LNN5MII21N]MIIINNJ 111111 IIII 111111= JS 13 JUNIPERUS SILICICOLA SOUTHERN RED CEDAR 70 GAT,5 SPR.,3'DISH.,SPECIMEN FORM SPACE AS SHOWN Y 620 Crown Oak Centre Dr. uPr�BETNEw II-JI IIIIII Longwood,FL 32750 IIIIII JIIII=111111= LI 6 LAGERSTROEMIA INDICA CRAPE MYRTLE IV HT,6'5PR.,1-1/7 CPL.,(MULTI-TRUNK SPACE AS SHOWN 9 EWE 6 B 5. DIFFERENT IDE 34•'O.0 MINIM. BBp FIRST ;1111111i1' `SCARORA' GUY Ted 407 A30.fr322 S 1u ANY PROPOSED SUBSTITUTE FOR APPROVAL. LJT 6 LIGUSTRUM JHPONICUM LIGUSTRUM TREE 8'HT,0 SPR.,1-1/1•CPL.,MULTI-TRU. SPACE AS SHOWN Fax 40/8.30./8&9 EWE Q= iPLCNRE R..PLA GUT Le 13 LIGUIDAMBAR STYRACIFWA SWEET GUM 10'-11'HT x 5'-6'5FR./3'CPL./ SPACE AS SHOWN Y 1 Di 70.0310 30 GAL. GUY Nor TO SCALE OCIOVER SPACING DETAL SHITS SCALE GROUFC COVER PLAITING DETAL FIG 6 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 6'5PR./P CAL./ SPACE AS SHOWN Y I05.03:4a.mm NOT TO SCALE NOF TO SCALE 'D.D.BLANCHARD' 65"GAL.xC.a. GUY ®EwseyUik 8 Rice 2a, PA 18 PRUNUS ANGUSTIFOLIA CHICKASAW PWn N.T HT 5'SPR. 3'CPL. SPACE AS SHOWN Y 110',/ 30 GAL. GUY Co DE PG2TMFORI FF�RGnTU%RDRA G/ 11 QIERCUS VIRGINIANA LIVE OAK MIN.14'Hi x 5'-6'5PR./4'CAL./ SPACE AS SHOWN Y W 0 roNp 65 GAL.CONT. GUY 111Y 110' 10' N m W�/0 TABLETS 1 TE3 SP 37 NASAL PALMETTO CABBAGE PAIJM 12417,W17 9014'CT.;STE TRUNKS SPACE AS SHOWN Y W a N 0 OB® P FULLY BOOTED;3-5 FRONDS MINIMUM. GUY 65 GAL/15�Nmaa®Oc 0 ""__mm PER EA.1/7 OF TRUNK DOMEmt TD 35 TA%OD1un D1ST1CHUn BALD CYPRESS MIN.14'Hi x 8'SPR./3'CAL./ SPACE AS SHOWN Y C) 11 `/b°4 1_,A P e 0 9 0 SFL¢TrvFLr PFUrB i0 nuxiAlx FORA UA UL 45 GAL GUY Y �,( �0�� ' 11 MUS PMER GNA FLORIDA EIJ`I 10-12.HT x 6 5PR/3'CPL./ SPACE AS SHOWN U.m ° 'FLOR DANA 30 GAL GUY U. iypy I 1T,0 6gI : REINFORCED RIBBER HOSE VOW 15 vIBURNUn OBP/ATUn WALTER'S VIBURNUM s GALHT,4 5PR,15'CAL., SPACE A5 SHOWN Y 0 ET TALI TREE PLUMB 1n q 14V." P.T.P.STAKES .RUBS - N NG PIT. x x AF 97 AZALEA SAP. FORMOSA AZALEA 'A"HT.x 14'SPRD./NLL/3G A9 SHIXNN 4Q 40 FONnOS u CA 6 LRI UM ASIATICUM CRINUM LILY b"HT.x b'SPRD./NLL/IW AS SHOWN SETKTVELT RuBET,OIXnixG N�nTFgBT _111111=111_1 Ii= 6�L 1CB 160 BURFORD HOLLr 30 HIGH z Y4'SPRD./FULL TO GimuNO/34 30 O.C. Y �y/O�y/JJ�� a5 GAL./I3 TTBBLLEETSTSS,O2 d4E IIIIIIII_I I{ PLANTING TTB°gym PPf DTPVE F G IF 376 IBLLICIU�MDFLORIDPNUM FLORIDA ANISE 14"-50 Hi.x M.SPED./FULL/SG 30'O.C. Y //�■ fill, '11111,1 01110111iIiill•l. DNNTETER V 1/T OF TRUNK --M 11111 -mg1=1'11" / e LCCHTRRO[NORETO SUBMIT T, V2 L--IIIIIJIIIIIJIIIIL111111 IV5 336 ILEX VCMITCRIA DWARF SCHILLING5 HOLLY IS'HT.x IS'SPED/FULL/3G AS SHOWN W .• HOS 'SCHILLINGS' II IL RORUIGE WARNING FLAG ABOVE OF IV ON ALL 910E4 ANDY ON BOTTOM. LJ 110 L1�5TRUn JAPCN1CUn VARIEGATED LIGUSTRUn 24"HT.x 18'SPED./FULL/3G Y MID-POINT K FR05T' AIlLTF7AUNC TREE PLANTING DETAL ND 56 rHPNDINA DOI`IESTICA DWARF NANDINA 15"Hi.x IB'SPED./FULL/3 G 30'O.C. Y G (1M .1_01 ROPE APART) THREE ABOVE RS NOT TO SCALE ARBOR DWARF' 1lrQL7. Atlio, PAB 111 PLUMSAGO AURICULATA LEADWORT 14'HIGH%14'SPRD./FULL/3G IMPERIAL BLVE'0 SOIL`"" LANDSCAPE CONTRACTOR NOTE& PS 17 PHILODENDRON SELLOAFT SPLIT-LEAF PHILODENDRON 36"HT.x 3v SPED./FULL/T G 111 1111111111 111111-1 2illll11T lllll1 TDF B4 TRIPSICUn DACTYLOIDES FPKAHATCHEE GRASS 36'OA./FULL/3G IB'O.C. Y O IIIIII°11111'IIIII°IIIIII x I. THE LANDSCAPE TI NTRACTO, IS RESPONSIBLE FOR MAINTAINING, IN FULL,ALL IIIIII_II 111111=111114 - STAKE=IIIIII-J IIII=IIIIII.oiii LANDSCAPE PLANTING AREAS,UNTIL THE JOB IS ACCEPTED IN FULL IN THE VA 51 V18UMUUn ODORAn551nun n1RROR-LEAF VISIRNUn 'a'-36•Hr.:14.SPED./FULL/3G 4e•O.C. ITII_IIIK1 OWNER.'IN FULL"MEANS WATERING, PEST CONTROL,MULCHING, MOWING, _- EImi1"Im11 um1-m-m"Tim' ° '11111 - FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. VO 146 V1BURNUN ODORATISSInun SWEET VIBURNUM 14"-30'Hi.x IB'SPED./FULL/34 30 O.c, r CONTRACTOR TO If 11117111111111--1IIIIIIJ11111T IIIIII=VIII-IITIIIEI=I-111111-111111 VIII- ED SUBSnrvTE (J. IIII=IITIII=IITIII-1.1111 11111111_oI=IITIIL-_111 IIIIII 2. THE LANDSCAPE CONTRACTOR A TOR SHALL COMPLETELY GUARANTEE ALL INSTALLED V 11 1 111111 11111=IIIIII=IIIIII=11111=111111=111111=IITIII IIIIII IIIIII= AL. VWS 11 VIBURNUM OBOJATUM DWARF WALTER'S VIBURNUM 14"HT.x IB'SPED./FULL/3G 14'O.C. Y T IIIIII=IIIIII=IIIIII =IIIIII=IIIIII=IIIIII PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR TEAR BEGINNING ON THE 'IRS.5H1LLER'S DELIGHT' 1 DATE OF 1002 COMPLETION.ANY AND ALL REQUIRED PLANT REPLACEMENTS .x40•SPED./FULL/1W 'EB ROOT BALL.17. ALL SIDES SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. zF 4 zAn1A FURFURACEA CARDBOARD PALM b Hr AS SHOWN r V lid PLANTING DETAL AND 6.ON�� 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT NOT TO SCALE MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE faROHNI'ER Z ARCHITECT AND OWNER. AN 340 ANNUALS SEASONAL FLOWERS 4'PAT Q 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANTITIES PRIOR TO INITIATION OF THE WORK.IN THE EVENT BF 200 BULBINE FRUrESCENS TANGERINE BULBINE 5"O.A../ FULL/K Z THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. HALLMARK' 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE DB 66 DIETES BICOLOR YELLOW AFRICAN IRIS 14"O.A../ FULL/IG EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK.ANY VARIATION ann. E FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE DT 131 DIANELLA TASMANICA BLUEBERRY FLAX LILY IR'OA../ FULL/w 14.O.c. Y I SE PLANS AND SPECS FOR PALMS,-B CONTRACTOR. REVISIONS: 4111-1-1 BOOTS TO REMAIN.1 TRUNK./ra eE 2. ES Br 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL _IC 83 BLUE LR PACIFIC' DWARF SHORE JUNIPER 6 HT x 1s•sPaO./FULL/1 CPL. 18.O.e NA,oA hem LBF PACIFIC' 1 UNDERGROUND UTILITIES, DRAINAGE STRUCTURES,CURBS,SIDEWALKS,AND ANT' EG 374 RBPE REEK G BORDER GRASS MIN.5 BIBS/FULL/1 GAL. 03'05113 CITY COMMENTS LANDSCAPE ARCHITECT.3. PERC TO 01 20 ION PLANTING PITS OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. TA 'EVERGREEN GIANT' M 1 N�"��1`,��.',I 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL OJ 306 OHIOPOG..wnNlan MEDD GRASS 4.0.A./FULL/4'POT. A NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL SET PALM COST TO THE OWNER OR LANDSCAPE ARCHITECT. 140 TNOIEU)PSPFRI'IUM ASIATXLI'1 ASIAN JASMINE IN.9 RUNNERS/FULL/1 GAL. IB'O.C. 1 Et, TREE RUMS 1N PLANING 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NTS PRUNE AND TIE P00305 WHEMP TWINE. NECESSARY PERMITS,AND FOLLOWING ALL APPLICABLE LOCAL CODES ZP 155 ZAMIA PUKE, COONTIE 15 D.A./FULL/3 GAL. 14'O.C. r A E DAMAGED BRANCHES. PERTAINING TO THE PROJECT DURING THE COURSE OF HIS WORK. -50 niFAA TWO LAYERS OF BURLAP TO PROTECT TRUNK. 50D r 1 TWO V.STEEL BANDS TO sr-CURE BATTENS. LANDSCAPE PLANTING NOTES SOD SEE P U TIN NOTATA BAHIA GRASS 50JD,FREE OF PESTS AND DISEASES FIELD VERIFY OTT. 'ARGENTINE' Seal: •i_ FIVE 3 x e z 0•P.T.ROOD BATTENS. SOD SEES STENOTAPHRUS SECUNDANPST.AUGUSTINE GRASS SOLID,FREE OF PESTS AND DISEASES FIELD VERIFT OTT. I. ALL PLANTS MUST BE HEALTHY,VIGOROUS MATERIAL FREE OF PESTS AND BANS 'FLORATAn' ID - DISEASES. 1 STORE.D NOT NAIL 2. ALL PLANTS SHALL MEET OR EXCEED THE REQUIREMENTS FOR FLORIDA NO.I �� E � QUALITY,AS GRADED IN THE MOST CURRENT EDITION OF FLORIDA GRADES AND SYI STANDARDS FOR NURSERY PLANTS, PUBLISHED BY THE STATE OF FLORIDA, 3 Ptl • P FROM UPPER 1/3 OF SEE MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY OTT. G - • LL. DEPARTMENT OF AGRICULTURE. Furs u `.-. 3 urm AS BERM TO WATER. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND ~ T OWNER BEFORE, DURING,AND AFTER INSTALLATION. p/���J' 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL /',..1 1 rwci33 DRIVE INTO UNDISTURBED SOSOIL LEADER AND HAVE A FULL, DENSE CROWN. DAM 30 oii25n3 4 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. IL'IIII IIII +5 _`' FINISH GRADE 6. ALL PLANTING AREAS SHALL HAVE MULCH A MINIMUM OF 3'IN DEPTH OF BT LHELA'EOV JE _ _ MINI-PINE BARK MULCH.CYPRESS MULCH SHALL NOT BE USED. SCALE NIA III=11 m III=IIIlulull luull 7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL. VIII1 1umluol 1o1u7m-LU E SAID BuKF1LL As 8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR -.uur11T111-LAN=m01-VIII 1u= TRUNK AREA. ID"MIN. °