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Home My WebLink About2012 02 01 Public Hearing 502 Jesup's Landing Final Engineering PlansPLANNING & ZONING BOARD AGENDA ITEM 502 February 1, 2012 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department - Planning Division requests the Planning & Zoning Board consider the Final Engineering Plan for Jesup's Landing, a 171 -unit townhome development located on the south side of Orange Avenue in the Winter Springs Town Center. SYNOPSIS: The applicant, Mattamy Homes, is requesting approval of a Final Engineering Plan for a 171 -unit townhome development on the same site that was previously approved by the City Commission for a 185 -unit townhome development by Levitt & Sons in June 2005. The subject property is located in the Town Center on the south side of Orange Avenue. The previously - approved development was under construction until 2007 when the builder, Levitt & Sons, abandoned the site and subsequently filed for bankruptcy. Mattamy Homes purchased the property in 2011 from Bank of America and has re- designed the site using a different style of townhome and a slightly modified layout than was approved in 2005. The Final Engineering Plan details the construction of the infrastructure in the development. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Town Center District Zoning: Town Center District APPLICABLE LAW &_ PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Town Center District Code Developer's Agreement — Barclay Woods 11, LLC dated February 28, 2005 Developer's Agreement — Mattamy Partnership, approved by City Commission June 27, 2011 February 1, 2012 Planning & Zoning Board, Item 502 Page 2 of 6 CHRONOLOGY • Oct. 2004- City Commission approved a concept plan for as many as 207 townhome units with rear - loaded 2 car garages and 128 on- street parking spaces on 17.15 acres. • Feb. 2005- Jesup's Landing Concept Plan revision and Developers Agreement approved for 185 units. • May 2005- Town Center Phase I Site Development Permit Agreement approved between Barclay Woods 11 and City of Winter Springs (recorded May 20, 2005). • June 2005 - City Commission approved Final Engineering /Subdivision Plans for Jesup's Landing Subdivision. • Sept. 2005 - City Commission approved the Aesthetic Review of Jesup's Landing Subdivision. • Oct. 2005- City Commission approved a modification to Final Engineering for Jesup's Landing Subdivision (addressing specimen trees, bus shelter, & lift station). • Nov. 2005- Final Plat approved by the City Commission. • Jan. 2006- Jesup's Landing Final Plat recorded. • Nov. 2007- Levitt & Sons suspended construction work and filed Ch 11 bankruptcy. • Aug. 2009 - Bank of America took title of the property. • Feb. 2011- Mattamy Homes purchased the site from Bank of America. • May 2011- Mattamy Homes sends out notification packets to the surrounding property owners. • June 1, 2011 — Planning & Zoning Board votes unanimously to recommend approval of the modified Conceptual Plan and Special Exception request to Section to Section 20- 324(5) of the City Code allowing the first floor height to be less than 2 -feet above the adjacent sidewalk grade. • June 27, 2011 — City Commission approves the modified Conceptual Plan and a Developer's Agreement that includes approval of a Special Exception to Section to Section 20- 324(5) of the City Code allowing the first floor height to be less than 2 -feet above the adjacent sidewalk grade. February 1, 2012 Planning & Zoning Board, Item 502 Page 3 of 6 DISCUSSION In 2005, the City Commission approved a Final Engineering Plan for Jesup's Landing. The plan detailed the construction of infrastructure for 185 townhome units on 17.15 acres on the south side of Orange Avenue in the Winter Springs Town Center. The developer of the community was Levitt & Sons. In November 2007, Levitt & Sons filed for Chapter 11 bankruptcy. Following this action, site construction was suspended indefinitely. In August 2009, Bank of America foreclosed on the property. Mattamy Homes subsequently purchased the property from Bank of America in February 2011. On June 27, 2011, the City Commission approved a Conceptual Plan approval for the Jesup's Landing townhome development. The approved Conceptual Plan proposed 171, three story townhome units on 17.15 acres and modified some of the elements of the original Final Engineering Plan that was approved in 2005. The proposed Final Engineering Plan is substantially similar to the approved Conceptual Plan. The Plan proposes access to the development at two points on Orange Avenue on the eastern and western portions of the property. In keeping with the Town Center Code, the units are accessed via alleyways with the garages provided in the rear. The alleyways are proposed at 30 -feet in width with 12 -feet of pavement width throughout the development. A future road connection will be provided in the middle portion of the eastern side of the property to allow connectivity to the adjacent property to the east (formerly known as Artesian Park). In addition to the alleyways; neighborhood streets, neighborhood lanes, and an Edge Drive are proposed in accordance with the Town Center District Code guidelines. The typical neighborhood streets are proposed with 61 -foot wide of rights -of -way. Proposed in this space are two 6 -foot wide sidewalks, two 6 -foot wide grass strips, two 8 -foot wide rows of parallel parking spaces, and a 20 -foot wide, two -way pavement section. The typical neighborhood lanes are proposed with 51 -foot wide rights -of -way. Proposed in this space are two 6 -foot wide sidewalks, two 6 -foot wide grass strips, and a 26 -foot wide, two -way pavement section. An Edge Drive is proposed along the southern boundary of the property. The typical Edge Drive is proposed with a 41 -foot wide right -of -way. Proposed in this space are a 6 -foot wide sidewalk, a 6 -foot wide grass strip, an 8 -foot wide row of parallel parking, and a 20 -foot wide, two -way pavement section. Access to the Cross Seminole Trail will be provided via two (2) access points shown on the plan. The Developer's Agreement, which was approved by the City Commission on June 27, 2011, requires three (3) access points to the trail. It is the opinion of staff that the two access points shown on the Final Engineering Plan satisfies the concept of interconnectivity that is promoted in Traditional Neighborhood Developments such as the Town Center. Amenities such as a community swimming pool and a walking path and green space are proposed around the perimeter of the reconfigured borrow pit/retention pond in the southwestern corner of the site. The walking path will connect with the Cross Seminole Trail. A second retention pond exists in the northeastern corner of the site. This retention pond was constructed as part of the site work completed by Levitt & Sons. In addition, this retention pond will have a walking path and green space provided around its perimeter. An emergency -only egress access is available through Central Winds Park at the southwest corner of the site, where a gate will be installed for emergency egress access purposes. February 1, 2012 Planning & Zoning Board, Item 502 Page 4 of 6 The proposed townhomes are all three story units, with a split level entrance between the first and second floor. The first floor is proposed to function as a daylight basement consisting primarily of a garage and room noted as a home office. The second and third floors contain the majority of the living area. One side of each unit is proposed with a two story balcony that will be accessible internally from each of the three floors of the units. In addition to these balconies, second floor balconies and stoops are proposed on the front of the buildings. Architectural elements including hardy -plank siding, stucco, columns, railings and a gabled roof are utilized in the design of the townhome buildings. An expression line is provided between the first and second floor. An Aesthetic Review of the proposed architectural elevations must be approved by the City Commission prior to construction of the townhome units. The original Final Engineering Plan for Jesup's Landing was approved by the City Commission for 185 townhome units on June 27, 2005. The Final Engineering included the approval of a traffic impact study. The project required the offsite improvement of Orange Avenue from the site east to Tuskawilla Road, and this work was completed by the developer and accepted by the City Commission on May 14, 2007. Jesup's Landing is adjacent to Winter Springs High School. Townhomes are an appropriate use in the Town Center, and are proposed on property that is vested for the development of 185 townhome units. The plat for the 185 -unit townhome development was recorded on January 23, 2006 and the entire site will need to reflect the modified lot and street layout, and proposed decrease in the total amount of units proposed. The project is vested from a traffic concurrency standpoint for up to 185 townhome units, on the basis that Jesup's Landing has approved Final Engineering plans, a recorded plat, and a Development Agreement. All project trips that were approved for the original Jesup's Landing development can be carried over to this development. When Meritage Homes recently had to prepare a traffic impact study for Winter Springs Village, the Jesup's Landing project traffic was included as part of the "background traffic." The Winter Springs Village project, which is currently under construction, includes the construction of Michael Blake Boulevard, a new City collector road that runs from Tuskawilla Road (north of the high school) to S.R. 434. The S.R. 434 intersection will have a full median opening. The Town Center Master Transportation Plan shows Orange Avenue being extended to the west through Central Winds Park and ultimately connecting to S.R. 434. The extension of Orange Avenue is not required for Jesup's Landing and is not expected to be funded for construction within the next several years. An Aesthetic Review detailing the construction of all applicable hardscape materials, signage, and architectural elevations of the proposed townhome units must be approved by the City Commission prior to construction of the townhome units. In addition, the project must be re- platted to reflect the new layout and the reduction in total units. This plat will be required to be recorded in the public records of Seminole County prior to the issuance of any building permits for the townhomes. The Development Agreement does permit construction of a model townhome building that does not exceed six (6) individual units prior to the recording of the final plat. February 1, 2012 Planning & Zoning Board, Item 502 Page 5 of 6 The Development Agreement permits the applicant to submit a street lighting plan contemporaneously with the submittal of the plat and requires the developer to underground all existing utility lines running along the property's Orange Avenue frontage. PARKING: As shown in the table below, the proposed parking plan provides a significant increase in the number of parking spaces compared to the previously approved plans for the 185 -unit subdivision at Jesup's Landing. Jesup's Landing Parking Summary Parking Type Current Plan — Mattamy Previous Plan — Levitt & Homes 171 Townhome Sons 185 Townhome Units Units Garage Parking Spaces 342 370 Designated On- Street Parallel Parking Spaces 163 53 Designated Off - Street Surface Parking Spaces 40 0 Undesignated On- Street Parking on Neighborhood Lanes 43 100 TOTAL 588 523 Overall Parking Ratio (Parking Spaces Per Unit) 3.44 2.83 Garage Parking Spaces with 50% Reduction Factor* 171 185 Total Parking Spaces After 50% Garage Reduction 417 338 Net Parking Ratio 2.44 1.83 Staff Recommended Minimum Parking Ratio for 3- bedroom townhomes 2.25 2.25 • * The 50% garage reduction factor recognizes that many enclosed 2 -car garages may not be available for their full 2 -car parking capacity due to utilization of garages for storage space and other factors. The 50% reduction factor is applied such that a 2 -car garage is counted as only one parking space in the parking calculations. • In 2005, Staff performed a City -wide review of parking demands at existing multi - family developments in Winter Springs. From this review, a set of recommended minimum parking ratios was developed with the purpose of setting guidelines for new development. The proposed Final Engineering Plans for Jesup's Landing by Mattamy Homes has a parking ratio that exceeds Staff's minimum recommended parking ratio for townhome projects. February 1, 2012 Planning & Zoning Board, Item 502 Page 6 of 6 FISCAL IMPACT: The potential tax revenue of the proposed project is as follows: Townhomes (171 units) Units (2,155 square foot average) assessed at $90 /square foot: $33,165,450 assessed tax value (2,155 x 90 193, 95 0 x 171 units S33,105,450) $33,165,450/1000 = 33,165.45 33,165.45(2.5814) _ $85,613.29 $85,613.29 (less the 4% statutory discount) _ $82,188.76 tax revenue Taxes baid on vacant land now (data obtained from Seminole Countv Property Annraiser $4000 assessed per platted lot: (185 platted lots x 4000 unit 5740, 000) $740,000 assessed tax value 740,000/1000 = 740 740 x 2.5814 = $1,910.23 $1,910.23 tax revenue Total Potential Tax Revenue: (82188.76 + 1910.23 84098.99) $84,098.99 COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media/press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. A yellow sign noting the date and time of the public hearing 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 Plan for Jesup's Landing. ATTACHMENTS: A. Final Engineering Plan B. Developer's Agreement — approved June 27, 2011 VIA I ,r X SHEET INDEX 1. COVER SHEET 2. GENERAL NOTES 3 -4. STORMWATER POLLUTION PREVENTION PLAN 5 -6. DEMOLITION PLANS 7. OVERALL SITE PLAN 8. SITE PLAN 9. UTILITY PLAN 10 -11. DRAINAGE PLAN 12. PAVING III GRADING PLAN 13 -15. UTILITY DETAILS 16 -19. DRAINAGE DETAILS 20. TRACT PLAN 21. FIRE TRUCK ACCESS PLAN 22 -23. STREET PROFILES 31 -52. STOCKPILE PLANS UTILITY COMPANIES aeIA.ESS ENERC, I'll IAIT Tell 1GAR AID ",a IAIT ITOT, IrAo All EAST 1111N E PART — TER — FLORIDA 32708 (gar13 FLDRIDA 32700 (a0772as -ADEN FLORIDA 34717 5N � GRANGE AVE , STIFF 36K 3717 ALL A.E1 AAN F-1-1 (40TE3sR- 44R @mA)s32 -s511 32810 S 36, T 205, R 30E WIN ER SPRINGS, AFL SEPTEMBER 2011 REVISED JANUARY 12, 2012 OWNER APPLICANT /ENGINEER MATTAMY HOMES ORLANDO EVANS ENGINEERING, INC. P 400 ARK AVENUE SOUTH 719 IRMA AVENUE SUITE 220 ORLANDO. FLORIDA 32803 WINTER PARK, FLORIDA 32789 (407)872 -1515 (407) 599 -9994 GEOTECH UNIVERSAL ENGINEERING SERVICES 3532 MASS IE BOULEVARD ORLANDO. FLORIDA 32811 (407) 423 -0504 SURVEYOR BENCHMARK SURVEYING & MAPPING 557 WEST PLANT STREET WINTER GARDEN. FL 34787 (407)654 -6183 PLAN PROVIDED FOR: ❑ PRELIMINARY PLAN ❑ BID SET ■ PERMIT REVIEW SET ❑ CONSTRUCTION SET ❑ RECORD DRAWING TH S ALAN STILL NIT As 11al F11 IINITIICT IN NAVE R BEEN ORTAI NED PRIOR TD STARTING AKNS TRUCTION. E V A PJ S ENGINEERING, INC. m1 wowaweo718 IRMA AVENUERITIrvo srxm INK ORLANDO, FLORIDA 32808 (407) 8 -1516 4 g'in —TILARTE VF FIL1.11—N NA —7. LAKE LESSDP D N � SR 434 SITE. - Al o EN o, VICINITY MAP 1" — 2,000' Property Description JESUP'S LANDING TOWNHOMES, a ording to the plat thereof as recorded in Plot Book 69, Pages 34 through 42, R ecords of Se Public Ann !note County, Florida. Contains 17.159 acres �e�ud� Lnneln , 2 ua �n "ei P Pnr�ehlDx� 36- 20- 30- 5SC —OA00 -0000 21 C21A 36- 20 —JO— SSC — of -0000 36 -20 -30 -5SC- 0100 -0000 36- 20 -3o- 5SC —o00o _o 2a ID ISC aDA. 36- 20 -30- 5SC - 000) 1110 36- 20 -3o- 5SC - 0001)1550 36-2-0-5—FOAO 520 M 2o car. UFA Parcel I"' 3D 2a 30 C OMDD DODO GENERAL CONSTRUCTION NOTES COMPLF 1111 111 11 111111ITIC TO T1111 111T IITII 11 IRLILITIT. TO . .. ...... To' ""' "'TAM A SET AT STAMPED APPROVED PLANE ACCURAT MAIII UP Tl AS SHIFT DFOTOM ON EM AMD INVEST ELEVATOmS AD IF ME UM4T AM 114LL IMCLIDE ALL ED IF NO AS SELL 41 TIE NEW MIT .. TOM M D", P"PEOL, TOE E, 11 ADS IEI GIVEMEBT STAFF IF TIALATODED TO PIOVIDE POOR DO BLACK 41E F COLD TIE CSMT,4,ToA STAFF AM EM('L CE MOT F , THE OCI ED E' 4 =IM "G`0'l`G D411 P ILI 41D DO GOT 1011 SEA IF SLOW OIL' TOE 014 OF OF, A A LBEI TOE OIL' SAFE ADD PIOPEI IS' 11 LICITE ALLEN AIDS 11 IEIVIE L I El IS NEW 10ISTRICTIMN AREA A ALL MEDIALS ADD ISLANDS TO DE FILLED BULL CLEAN IGH UNLESS OTNE, NOTED To 4 MTTD ' STUBBED AREAS SHALL BE RETURNED 10 PRECHMSTRUCHOm CONDITIONS. SR BEG,MM NO CoM,TRNCT AS I ER OFF F(HUSE NETWORKS BENCHMARK SURVKMA AND M4PPMA CONSULTANTS MC '5 ALL MARK DOE MANUAL of 11 FROM TIIFFIC CDNTreRL RED ' CE' 'A ALL TA4FF' COUNOL SOLD ADD STRIPES STILL -UFOlM TO TOE MIT C I ADD TOE STI OF ABGTEI SPINGS L'AFF A STANDARDS EACH NEW NTEAE,F I STAFF DIVE A 11 OF—ITEGAILl STOP -I ADD 4 IS NTEl.0-PL4ATIA STOP EPA 11, IDPEFINPI IOILL IF BUILT TO BE FLOODS HANDI�wPED RAMPS all soewAUS SHALL HAVE A z9 BADIMDM AHE SLOPE RE 9 . E LOT IF A MAIL E COIMLI DID I A DIS 'T I OF FILE SOUTH EDGE OF ROD AND ", EAST OF 11 11 FEET RELATIVE TO FOE NUFFICIAL GENNETIA VERTICAL KILL. OF CHAPTER "' ONE CALL OF DA RIFFRAFF BEFORE BECwrvwG PHI TO E114VaTioI w MOST KOHL, 'AOOF LOSS FULL .. FEES PALO GEFG,E EFCAGATI, ELIPART114 MCI CALL 1 800 432 477D DOPING MJILEII TO11S 01 FIE TOE IDUCIDET TO PIOVIDE SALE ON UPDATES ADOPTED ALL FOE , � 4 P T 4 , R T TEA , EMT OF LABOR AND EMPLOHMEMI SECURIPI AMD WITH SECTION 55362 FLOR15A L 'TED SELOW 4DDU PHIL AS ED LT 'IF .. AT 0, ,ALL BE FEAR DED AS 1EIIIED El DNS Ruc ION oN HE INUCIMATURI STAFF INCLUDE ALL A) soRM DRaNAGE PRBTEC s E. ADD ALL L Es ME�ISELl co vE Al WELL Al 1 IFELIT FLOATING OF EACH LINE (F PN ERING AD LEAVING EACH STRU2TURC S ACTUAL APADE AT PRE BETWEEN THE STRUCT"E' SITE 11 TO ALL I101M IT11-01TI B) WASTEWATER SISTEM U G EACH STRUCLu RE. NS(F ELE). TO TO CUT IV. ACTUAL LOCATION AND sZE E LINE(5) roDSTRVCTE2. G) POTAELE WATER SISTEM ON(S s) CF IITllCTEF III . D) THE FUL LO CATION OF aacHFlOw PREVEN Des. METER AND valves. ACTUAL USA I I TEST I I REST LT' SIR REPORTS 'LL NEED To BE PR"DED To THE ENG, EST BEEN TO A El El ADD DRICE KING VI FIRE TIDIANT FLOW TEITIBA RESULTS PAVING & DRAINAGE NOTES TO THE SPECFICAIONS DR(s) TO INIIIE THAT ALL IESIBED 4 IT OLL NE TIE lEIP.NAIBILlTl OF TIE PEIMLI AID 11LIMED IND ARE IN FIND PASS TO TIE COMMENCEMENT OF INSTALLED PEI FDOT INDEI ISO HEARING A MIN OF 11' VEILAP COMPACT EACH LET To A MNM U A RENI TI OF .. OF THE AGO PG'T OR BEIRUT, 'P OF THE FILL MATEDAT ED .. AGE A HOEFLA RE PROOF POLLED UNDEI THE Sus. ON Mus RE uN IEAS AND REPLAttD m H nPPROPRIA E F MA FRIAL. GTlAJCTL ZEE IN ACCORDANCE *'FIT LEFT BRAD-' AND TIAFFD EAIGN ATANDAIRI INLEII OTHEISIE NOTED ON THE PLA NO A ALL HERE ITOIM PIPES AND FITTING1 SHALL MEET THE IE.UIEMENTG OF AAITL. 'HALL GNFG'M TO ATM D2,2, , -ADDING PIAITIDE FAA INSTALLATION OF THERMOPLASTIC PIPE FOR ERA AND OTHER GRAVIII-FLOW APPLIALAUDON , LATEST EDTON PONDS ALL E"TNA HAND SLOPES 'HALL BE 'ESEFDDED AS NECEIsAR, 11 TIE CONTRACTOR STALL PAPER T ALL E`GFNA S =l "Ho"N ON THE PL ANS ND /AR R S N NO �oR roe OR MINING STRUCTURES GMASTH STAFF RE CLSAIED FIRM THE GL.IMAAT CA 12 THE CONTRACTOR SHALL ENSURE THAT ALL STORM MANHOLES AND INLETS ARE ILEAILI CLEARED FOR EAGI ACCESS 13 THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE FOR ANI SIGNS OF EROSION. IF ANI 0 AREA I FOUND 11 FACE ECTIVE MEASURES. EROSION CONCERNS. THE CoNTRACTDR SHALL INSTITUTE CORR 14 THE ENISTING AND PROPHSED UNDERDRAIN SIATEMS SHALL BE LETTER IN THE PRESENCE OF TIE OFF INAPECT.1 PRIOR US SITE AIIEPTANCE UTILITY PIPE SCHEDULE 0 BACK SERVICE HE APSTIAST11 IFE11CHIN III OR 1310 Ts (AST 131) UTILITY NOTES. 9EPAIIED IT THE caNA( R As IMIN AS POSSILE IF C 2 DN . R M. 'A L ADD IIIIANTAL) AND 3 ALFaFCATiONSEPAR wT R I SEWEREM MAINTAI NES TO MEETT HE 0 ITT IF lNTER SPRINGS 4 MNIMUM ILDPE LL CANTAll lEIEI AlAVTl KING U. BE .111 MINIMUM SLOPE 5 RESTORE ALL DISTURBED RIGHT-OF-Al AREAS TO PREVIOUS CONDITION R AS APPLICABLE. TESTING lHALL RE PEIFAIMED IN ACCORDANCE ITT A-A 1 .1 A3 ITT AWAA C THE DALE .LOACAL TETNA STAFF BE DAN N A 'PAGES B TO A CONTRACTOR IHALL MAINTAIN MINIMIM I GREEK OPEN WATER AND IPNITAII EI 10, ALL DUCTILE IRON PIPES MOST BE IN ACCFARDANCE WITH AAWA C151, 11 THE CONNIACTRI STILL N.TIFI ITILITIES CEFMPANI CE HOLES PRIOR TO AN' UTILITIES EUUDNCS SHALL BE REMOVEDLOE AUFTEOOU D TO NE LOCATED IN DOIND ITT T ED PI OR THE PRav9sE2 FEAR To CONSTRUCTION AMC AS 01 IIOTND IT lEl AND OTHER IT11111RE A IF IF CONTRACTOR F, NIT Fl A F DE' T AS T ON IAN BE TAKE 14 THE =I THATLLoCoR�A" OFF RELOCATE PLL UTILITY SERVICE CONNECTIONS PHONE, ELECTRIC E AND FOREST N T NAPPED ' HALL 11 TH A HIT AND STIUC UIE HIGH ARE TO REMAIN, ANI DAMAGED UTILITIES AND STRUCTURES STAFF BE REPLACED THAT ALL STRUCTURES, PIPES AND CONNECTIONS ARE ERTIGHT 17 THE CONOBACTRP STILL LC DATE ALL E'STNG ""' SERVICE llUII FIRM THE PI OEI�STNO A LL IED) IT MANHOLE E AILI TDP2 A FOR CONTACTEF, EA " LOCATE AND ARCE11 THE NEIESSAII TO BATCH THE FINISHED GIADEI 'g THE CONLEACTON SHALL NSPEFT ALL ED STN I *ATE' "CLAMED SEAT A A IND 1ANDAll THE EG O R Al S FUCTUR AND /11 PIPES. ALL DE99IS SHALL IF ILEAIE2 FORM 0 20 of N ATA �RNTE 'ITEM SHALL BE PUBUCLI AWNED AND MAINTAINED BI THE MITI W LL 2 NAPE CTED WTH A Up, TO THE MIT, OF INN TER SPRIGS ALL REVIEW °N° ER AP ANDSANDARI MAINS IILL EE PROMDED WTH A MINIMIM OF 3 of FDEP WATER NOTES. AND ME TEAS I m AA'WA) SANDAJE E TIN' IDI A N D 12 111 120111 STAN A D A, jN RAARTEI IN,O FAC 92- sss.332. SUCCALlRUN ALLOWED UNDE, FA, OF ED ALL PHIL' RATED "'TE' COMPONENTS E"LDN' FEE "'TANT AIN. A' SATER RELL BE UNDER 011 PACCEIT AND THAT SOL CAME NTA CONTACT DO TO MIT 3z2(E)Ujo RN c 11-111,320(3)(D). ExcEP Ns 111 D E I D PI DID ER uuno G2- 9e9�2A(3)(D)] A DRANO ANI SOLDFa SR USED IN THIS PROTECT WILL C.N, NO MORE THAN 0,N LFAA OFAC 6e- sss,32z] 4, ALL PIPE AND PIPE FITTINGS INSTALLED UNDER TIS 11LIM CODE D F' oTO(2 )(E)`. B ra N O'ENFOINANT PALO, .AN OF THE PIPE W LL FIVE CEINUN1101 SUN PEI THAT PON PANIALLE TO TO E ADS OF THE PIPE THAT ARE LOCATED AT No CREATE, THAN Do DEGREE UPEAR% APPRIND TIE A PE AND THAT WLL 'EM'I I INTACT IIIINI AND AFTER INSTILLATION OF THE PIPE IF TAKE AD PONT IS USED TC PIPE DOING NWHALLATION OF FILE EAS A " E TOLE ' E ' PIPE 24 INCHES OR GREATER, TAPE OR PA UP WILL BE POST ED _ UGUS � uow i EACH A W PZTED aE cA US ro9s2 are OF' uAE UNOErecreoFNO PIPE ) E 62- 11- 2D(2Tj(B)3 LL 7 CA 'AN' C AST HEAD W6e11- 10(e2)(E)(RSw(a1L, AND Aew n STANDARDS AS T, REAL iNTa EDC 6 sss...HE A A CON' N To" AND ' NIFIII BEEF I WILL BE P`OVDED T'EN"E' FOR LURE .. ON' (ASR APPL'ABLE OF.. BED N OR RES) Fo NCHEs ND PIPE wsTALLID UNDER THIS PROTECT, EHAC NOM 0 2] 62- 55s.322(2,)(B). RSMN 95,2] 1, ALL WATER SAN FEES, IENUI PLIGI ANN HUGRANOI ,I- a D RESTRAINED HANTS TO PREVENT MOVEMENT. DFA AND L BE w Q 9 'AGO INEDGE OFF A A STANDARD "o 3 AN "o' BE 'p AS L I NCO A DRIFT ED PLO GAIN FA C AND A LL TIE A NEW GE [D R V•z�s3 R ro3o�"; (BU;"AND AGAR ALAN AS INCORPORATED INTO DID 92- 151_3301 NE THAT WLL BE UND ER TIE CA NPRA L OF A FUEL, WATER s V DAMETE' 62 - sasaaoj A OF THREE IFreDANRE WITH "LE 6z —.342 FCAR,`TDFA - s3s3zo(z1)(D)l AND FAG UNDER PONT OF F EA NIC FEET e rare` ETWFEN A AS THE OIJTS OF OF THE `TEP " I AND TIE ILUTG HE IF AGO ED I NO OR PROPOSED T HE D A IN AND THE G'TDE . ED IS NAUTEI AIGIS TIE TIP IF T HE 62 - sss. o'sR�N A .. OSR`DT DW D EO ST E I AG E TI AND DISPOSAL ILITEM` HFAC BE AD DEFICIT E I INDERCROUNI WATER MINI THAT ARE OLDER IN THIS PROTECT A THAT W LL 1 ASSITESS, CA OF DFAC 92A3s33,a(z)E EPTIONS ALLOWED UNDER IS 62- sss314(l)]LruE oTUER PIPELINE. " N" ' LL BE A' FAI A' PC' ABLE FIRM THE OTHER PIPELINE .1 TIE PIPES WILL BE AD RANGED '. THAT PHIL REFTE A A IN IONLI ARE AT LEAST TlIEE FEEL FIRM ALL TO A N CINVEYNG ISCLAMED IATEI I El _ TED 'NUDE, HALT F "FILE, 11-10, F A I AND I LEAST A C FEEL FIRM PHIL To, ITS N R 62 -9,2. F.aC, HFAC E2-IISPE, SOUµanons LL-ED UNDER FINE PAST AG-Ill II HE)] PTE FDEP SANITARY SEWER NOTES. T I IEIIIED AFTER THE FIAT AACKFLL HAD BEEN N PACE AT PERMIT ST TO N - TED) a SIDE N AN S IMPLE' AND 3)) D IF IN IF IF I MAN ERFORMNG THE TES, WITHOUT MECHANICAL PULLING DEVICES. RSw [F 'BASE 2 LEAKAOE TESTS APE SPEC ED 'E"T IS THAT ,E N 2) O ) AN 2 FEET AND F-141 ` FAR PLASTO ALLEN MALLER APPROPRIATE TEST PROCEDURES. DRSW 3393. IIAE. AND 33�99) FOR NS I A BEN GO "ALL A E P"V RED ON EACH OFF OF ANY ` CHANNEL WHEN T HE RCS) AR G IES T EB E =lE CONNECTION .1 DROP MANFLE PIPE DICHAIGE1 GOLD TIE SJIFAIE TO PLGCNG NNO DEAD CE Q Q El U = o Z Ww 2 ° 0 NZ z ap =iae o zir = Ran - W Q W da e Ww = ;;z �� a 0 g 3 2 0 z z J � u 6 W z z G O f F � W F z W W = J O F O 4 V O O J z J G z G z W LL IM D OLE SEPTEMBER, 2011 E SCALE NONE DB p 32502 SHEET g: [ F 2 4 SHEEJ GRAPHIC SCALE CRUSHED STONE CONSTRUCTION ENTRANCE LEGEND o ELF IENFE EINTINN ELIT SWPPP/EROSION CONTROL PLAN I NFORMAT I ON NAlE. 1E111 I L—NN � EXTU61 7 741 21�IH 11�E L.F11.N � AF " IEI NTI 1E1E11N. TE1 E.11, L,EIE -111 —1-N S001l — oF 0— FE TERSECToN oF IONC-LLA ED AND �I D F� � ` N " I EN E � Cl� N �N E-INI 1—M PIPE —FILL T. LIFE 1E111P 10 oN � F l LE-1 NM �MME—LEE FINE HID,L/0.1 11 E10—LIE / �O M—IF , / lNE IINDI All 7 "MEL A creow 2 1 ' =/ FNE SENF1 A/D 11 —111EE FINI 1EN11 lF N IN, EN E, IDVD D5 AND F'St N` FF , �DN5 PEIM11 (IF M —01EN) — eE THE IEIIFNI N L T, OF 'HE 10-1-1 � -NFNEMEN1 C-11L � E—L POLLIF NTS DFENN co-1—NNE NPE 2NST%ToN — - 6E TPECTED —IFN PEO.—I DFLI FNI "T', L11 FINE— 'M ' �E 5 � N LC ' I E A�INF��LL� A � N MI ' I A N ' T ' � E 1 E ME— L N N IN RE—N-LE FFR NS�ALFENEAN�,,AFF-NEL TIT' D ,oN,RFL F 'T _oN 11 N LNIAL 1EN-11— < Ed Q Zc Qcc In 0 Z g §cLL P, w W wZ 30 'Lai E 0 z z 2 z Z 0 g z l F6 D—L TV 11E C' El LE SEPTEMBER, 11. 60- 44604 NIEEF EF 3 24 --------------------------------------- ------------ -------------------------------- -------------- -------------------------------- - -------------- -------------------------------- - ----- ------- -------------------------------- ------------- = PE R E �LE .. . . . . .. . . COMPLETED INLET D]ICH BEEP ]NLET (FDOI INDE1 IN) NlEl -E rl 11- 11 11 T TT -INIE' 111111E PARTIAL INLET EROSION CONT SOCK PROTECTION AROUND INLETS OR SI I LAP STRUCTURES /,a� HM�N E.11,1J.1 C POLLUTION PREVENTION BARRIER FOR STORM CURB INLETS A.T.S. I- ID 51L I FENCE IlMll nPPUCanoms SILT FENCE DETAIL N.T.S. N111- --------------------------------------- -------------------- --------------- ----------- -------------------------------- - ------------- N E I- 0��D��PE�� CONTRACTOR CERTIFI CAT ON o F OF CON_ 'E I-M -5 011-11E 100 111E su 17110 TEI 11-TIN 11EIN71ON -N -E 2� Pp�N �NMNT�,DDP'55 as Z�. I 2 z LLI 0 W w -w z E 0 0 z Z Z 0 2 z 0 z z iL t z m Dl— TV E c' El, DLE D'TE .EPTEMBER, 4011 I-E 22502 -E� 1: 4 %C, 24 mm o El ' I. 11 IT nos N H3NI IN— ILT IT V NI as .11 -. /IT I N FOR PROPoSED _ _ SEE UTILRY SHEET9 PoR A PROPOSED CO NECfION U FHTO REMAIN — _�- - - - - - -- _ @ — SHE EDUroED �.� R f� R `� MANHOLE TO BE REMOVED �ILCAO TD B E TE� - - WATER/FIIRE SERVICE TO BE RENDVED GRAPHIC SCALE mon ao � St. DE O N- 1 AIL EXISTIE TOBERE ETRUNIESSS AND PIL EXISTING WM X UNISSOTHER ENOTEO.E REMOVED 3 UNISSOIHERWISENOTED. REMOVTD C. HVDRANTSAFIERINSPECTION PNDAPPROVAL SEMINOLE COUNTY FlRE MARSHAL. SEE SHEET I3 I ° I D, � \-"' E D � �Eo OA —.. T 1 4 1-J-77' RE EO J V dpT „ $HEFT FOR PR l l rw�.wn -1—� -• •n ' n C 9 CNON. O ON NE _ __ _ _ _ _ x. x. _ _ x N 7 W x x 108120' SEMINtlLfUNTYaEAlL - : % SEM{N� TRAIL —x 611E BENCHMARK O El SIGNAGE GRAPHIC SCALE t _ _ E M10.lRONe0R $�� STAMPED - S'TOP 'IRAV PT O EfEYA.TfON 230T owuweAVVUe x� s — =� 'F 60.59• F I •• >- 1 II PRGPOSED Fra AT]GN 3 C 1 3 3 4 5 6 J B 9 10 11 12 133 14 15 16 17 la 19 20 Ia 1 NTRY w E SIGNAGE yyf �� — G I � artE Odic POND 11N 0 EXISTING POND WPIL 1 Porte ID e: See 125 Do— W/HFNDRPIL I,, 11 — I' n 22 23 2q 25 26 1 29 30 3 , 32 33 34 3 3fi 32 1 PoND WALL P 16.35' HARDSCPPE PIASNSI 2 Curren[ Slfe Zonln9: Tpwn Cep Centtr Dubin +.. k 2 ICI 29 I'� H //HHANANDRAIL M 11.50' 3Pre e0 Z0n n9 159 evw (2g2pe6sf g GPOVSEE q5 fe nsl 1 II � TANS) $Exs(n9 US1 Vaunk ) EXISTI G ^�. _ _S „ .,, 1 - 1 ° O u1 sI �p0svl Ux: TO 171 ¢- TOwnb0mes S T Numberof Prep0setl Unlbi: WALL — - ( - - - 6 Sfo�mwehr RehnUOm 316 ec Mar OIRN RETPIN NG - s © xv0xp usr e* 9 Dove 0p Sbee[ BU l dDe lle- fo -Ilne awtlo: 1D W RO SO ^ s 03b „ Bu ltln9 vAMM1n bu dogs 16 M msr 105 16 0 10 19 110 46 41 43 a4� 99 100 101 102 103 104 0 12 6 D ' B dlDg tlepM: Oyx1fiD' II I Bo d og leglrc: a oor .1 , 4 xory mex, 5s mex 1 1az 010 ublfr P�wleere: r ,, w b Potable waNr: C of W n[er 5prllge A rnuno-r f M w nor snrlms . 69 50 51 53 5q 55 56 52 56 O 59 60 61 62 Y . fit 94 z1 �1 .. _ III e�r9erep® STl epecee * FlNIIRE RWO Des 9WWd 0n 0 suxtpeHan9 ( 126 spear C NNECRpa Des golood -d1. onabuee peddng (9 x16') 40 spaces # Des 9. d parallel Dnebeef h- ®ppW (12—) z apac® una rs nc9 h bbomoo e 0eres(S=') ep xow – f TOTAL —ONE PROVIDED 432 SPACES PR — D I — fill 93 L_ _ __ __ _ SOILS fEGB! Pll ♦ 13- EAU NPME LOGIC GROUP AWING • ;, J 13 GAWE /IMM01(NIEE FlNE SAND ( / E ) I 1 v fill 92 O � 121 f. z0- MYAHHA /EAUGAiUEFlNESNIDS 5 A/D AID ]35 126 1 126 39 130 131 132 133 3 3T PoMELLO FlNE SANDS AA/0 ( ,240s f) E 120 I :., 3 PO VARES / MILLHOPPER FlNE SANDS A 71 1 SO $ 35 WABAS60 FlNE SANDS WD msN 15 oo, SRe Area 2.]6ac. r 1 n ell n ��4..� u I y w Rlgnt�M way 4.lz e[. u, 2 m _ 166 3 SOUS LLNE RStell0n � L I s m t ,W O ]34 135 13fi 13T 136 ASE 1 139 140 141 ee „ Ifi2 Open /Plley 532 16 ac x - -- — 00 A Peek n9 smP n9 sbou tl be 6,sbp bars an0 aasAVe ksW be 4 TOP - 26.00' 23 64 '1= J tMnnOU per - Sp 1- 0m ROx0 2 (6P) — 1fis ,..... -�,.� «�. 3s. P AI Dec«nlNe eg ana ai9 w nw�r��sm�aam p0sea enba�. ry s0s 60rro .00 Fn0 wAPO5fiwiHAxoNAU_ 1, (EEE HARDSDAPE FUNS) _ 1 _ r I §.._ 24 n � 5 • a.,��. 26 SS eosxao v _ III..' a M O 2J 84 s 4s 1n O D K w ' Ifi4 63 \ —I— ® HARDS N CAPE TOR OEi'Aa3 J, 143 144 14 1 146 149 1 — "WB , """ I •"� F II 162 1 ` 5DUS �.� [� - '.,. a v 20 SI ERGENCr :O 159 ABILIZ® G GA III ] 0 151 152 153 154 1 1 152 158 (� I EM L J ° 'a a '– 2 6' CONNECRON E PORACCEll ------ — N 21 °2529` W PAVEMBITEND — LACCE. PROPoS AWING CROSS SEMINOIE TRAIL ( E; ENT T A” S U_ (SEE HPRDSCAPE Y) (PUBLIC EASEMENT FOR LTPIL) RIGHT OF WAY) �� E Off O —_ O— i - - - - -- TYPICAL NEIGHBORHOOD STREET SECRON'A -A' TYPICAL NEIGHBORHOOD LANE SECIION'B -B' TYPICAL EDGE DRNE SECIION'CC NTS NTS NTS MP slGxa GRAPHIC SCALE EN"" SIGN SIGN N B AX CROSS SW PE (EN BY 001 RS ao sae (DESIGY OTHERS) TCR AIH Z% 7 R25 US 5 TYP -. , - M BAR, SIGN a (�ry enNm J R % 3 B a slDmAUC � Ar COS m auc S fi3 °1 R3' TYP s „, 80 594° E u 1 2 $ 3 4 '� 5 ry2133 S ] ❑ ❑ 21.8 N 9 DSO 213 N 12 X 13 �14 ❑ e 15 e 21 ]3 G l] X18 19 G203G 2 Wii In n.33 e R10' _ }i'B' R T� O I PROPOSED LIFT 30 R337T h 1 R5 W/PROPOSEDLHANDRPIL TOP 23 00 W/PROPOSEDHANDRPIL STATION PROPOSED 22 1 (SEE HARDSCAPE - =S L ) BOTO)M 11.50' (SEE HPADSCAPE PLeNS) I IRON PENCE 2733 22 21.3 24 25 5 2 2]- 9.001 .0 �' 28 -21.33 30 5309 ❑ ❑ 32 21 ]3 34 35 36 37 li 2 4 / I RrP7 mANC ORSIMIAR 1 1 -_ mANC l © fiQ. � J o -- 5 I B R 5 6 SID-A. E I RDfix ws R1 , I ' a 00• R3 ' B 36.0 CLL C OSm IM V SID 18 RS j I EXISTING R RSO f R3 _ TTT _ _ -_ __. -- _ -__ ---- 9 • 2 J ❑ ❑ SE II '^ ❑ I- - S RD EN w LS (Ti'P) _ 0 _i 1� I ° -- - H _- R3, 99 _ - fi R3 99 100 101 102 1 SO4 105 106 10] 108 109 110 1 1 112 I ,,, 3.oe 27.33' MATCH 1 0 R20` 22.33` 0 R3' 22.3 3 g 21.33' 63 2133 .33 33 f 22.33 21 21. 38 39 40 41 42 45 4] 8 I b ELEVATION 53.08' n Mp 4 44 180 4 h 53.08 OF EX_ 31.33 3 fi4 I 9] R11 _ 17' 65 96 C A R3•T I - -- g 18 22. b h 3 113 114 115 116 SI SI 119 120 121 122 1 3 124 ❑ 3. 66 53 95 O �I I ' 53.08' 53.00' 9.0 18.0 POWER COMPPNY 1 L 49 50 51 52 53 54 56 5] 58 59 60 61 3 67 94 21.33 R3 33 f I EISCrRIC ear 53.08 3.OB' .33 z233 R3' 33 - 31.33 - -� - STREETTERMINATION 22 35 22.33 33 3 R I 18' 9' ORIVEVIFY 00' SIGNS PER FDOT J -- - -- I 5' 2 20 OOf mA. � .. � R3 36. R3 ' J RSO O r PO 0 , INDIX 12349(TYP) l O 6 SIOEYIAIK R5 R5 PO 13 � h R15 4 0 H � ❑ _ 1 - - sIGNAG (1�PERSPACE) 2 .33 69 92 36`D g ❑ ]0 91 • s3.a9 1 3 oe �F i 1 VP) '+20'0 I 21.33' 125 126 1 128 1 130 131 132 133 2610' 0 4 l 1]3 1z.o 21 3 2 y 53.08' 53.01' (2Po P.fJ ]I 90 R3' 22.33' 21.33 27.35 31.33' 1]0 I ",.., -11 C 213 3 ' 169 0 18 ]2 89 _ 2733 h I I = w 2 5 R10 d ❑ RS � O 136 13] 134 135 2 J.OB 32.33' 140 141 53 m � .� P ASE I'. 21x3 168 , m � I \� � __ - ❑ 3 z R3' ❑ III 167 x MlosM ° ,w. owe 166 POND2(BP) .21,33' ]a 2133 III{ C 65 - --_. ., Na 2• s0 s.00 .: ;,, w, a. ° TOP 2e ro -� R15' 36 20.00' 360 B .' ma u NDRAIL 53.03' 5301 R R3� •CROSSWAIH 0.10' ❑ m,„°, I I eOrtOM 15.00' PROPOSED WMA WPl1 ]5 86 M13 (SEE HARDSwE PANS) h ❑ I �`� .- _ -.., -. 2 1.0-]6 85 - caaOEry wA �_ DRa 1 148 149 21.33' 163 53.08 L ]] 143 1 Ir 27 n 33 ❑ 164 ,.,. I z 1 xo m =..,a..,.... a. 1 1 ED WPLL O PO O I E P 44 45 1M 4 (TYP) Ar .. \ I 9.00' 2 27.33. 26.0' 162 0 z1.3 R10' 8.0 ' �0 { R3 R] 53.08' s ' k R10' I_ -12 - 161 , r�z I h _ R3' 160 78 79 80 81 s3 05 ill PROPOSED O 150 151 152 153 1 3 ae 155 15b 15] 1 8 m I0 159 12.0' N e TYPICAL TRAIL SIGN$ WPLL O PROPOSED s' (EEE MARDS -E FOR - 7 5 SID 2 R 33 n 35 w -.IRON pFAp BID SIGN 141 21.3 { ❑ _._ - - - li3S� 0� 3733 FENCE OR SIMILAR. I 8.00 2 D.W TrvICPL CFOEOR 0 R25 - - y NT _ E. ' RIP 53 OB q 21.33' 22,33`. ❑ _ __ - I - fi.0' DETAILS & SECTIONS 1. xcwEROnB un T.- D-.1 am M meuu v l0 P 3 I N ]1 ° 25'29" W 1001.20' Q39 IRE TRAIL ACC65 'SFOP• SIGN R11. 11^x18• E+981 I I L 3:5 .... "s mP^ sl Gry R1a 1e^x1e• .' " R1a• seD wAU (SEE nARDSUPE FOR D ''. (SEE •sanl llolE toux rr IRAIL^ ORax smm sm6B TYPICAL LOT LAYOUT maL• SIGN 2 4Ex180(SEErof�OIE) 24'k18' (SEE NOTE) NOTE) �1 1• =50' ASSEMBLY --NZ =SE GR#2, HIM mp) B-TIE IN _ FH EXISTING 1. 1" Al C — F CONNE" EXESM S INGLE STING M VAATER ASSEMBLY INM, Irlm-E o'll as .. WATER flyp) SERVICE "I —5, IN— 8- ME IN VAI- RonM� sN All .p 1 1 13 15 16 17 IS 1 3 4 5 6 7 8 19 20 ZL N =.E L.: 3,9015E BU-NGMTE: -E . (..1) 9 5514 e Pace MIN PIPE — 'EN 1 S, 2 FAMILY 9 5513 3 0 WITH AREAS 2- J MiAN 3, 0 SF: GPM 21 22 23 24 25 26 27 1 GATION 28 29 30 11 36 17 :111 IFUN . 7 M I-CREDIT: EG.G SAN U FWW R NFRA: SOD GPM SERVICE 32 33 3. 3� ❑ .IN. RE FWW S FOR FAMUSUNITS: I,- m FIRE PI_ PROVIDED 1,250 GPM G AS E.B SERVICE (:P) 'ILI SE MR) 13 RR FIRE HYDRANTS REQUIRED PER FIFFA (1,750 M USS GPM): 1 FIRE -RANTS PROVIDED: B 9 38 39 40 41 42 43 44 45 63 ssio 98 9 64 7 tr� 65 96 g / SS fi ZL ZL --A- -AuC-,RE — S ssis 2 F 1 M 66 T R I 2S so pl, IM 1 pl.I. 1 N 2S 51 52 17 1. S. SI 94 4 1� 67 D SING SAN PRV L NV 7 2 - � 16 U Pjl��14 A I " Al N V 19:23 15:92 P 6 INV 1- MB (E) I S12 Fs 26.47 Ms.00 p,- A Ass.m.. RIM INV 1 1: :7 % 1 INV 21... P11-11 WI SRS R mp) NV A SERVICE MP) ❑ 68 93 ` "`�� =27.. INV 23.65 P35 69 69 92 :NV 1 1; : 21 P3 INV 23.0 P16-19 11 INV 15.57 7. 91 P45 %M t N- SANMAR- -6 SERVICE CTYP) RIM 24.00 P10-17 7 INV 17: _17 v INV 14.69 P4-5 : 1 1 4 4 : 1% ' PlIS INV 17.4A P171 ,6 SS'. 72 89 FUMV,50 NV 2 14.63 3.13 INV 23. . P18-22 I PS-6 - - - - - - - NV 13.50 M-7 MM 29:. P16 17 1 INV 23 INV 18.45 P-2 73 88 RIM 2 1. 7' - S — I INV IT -7 INV 10.36- INV 2969 %021 74 &6 87 Ilk ss. - RIM 22.40 RIM 33.50 N S INV 2916 75 86 S 29 INV : :NV 1 1 21 W 27:1 INV .03 PS-O 1. 76 as M INV 9.00 2- n'I 'S MW I NV 2 2 , 3 : 15 P1.-22 NV M P21- 77 INV I P1-22 RIM S 28.30 INV 17Z 9 - 17 — INV M.51 0 SS23 A ADI 33 78 ssio INV 29.57 P.23.21 523 W-3 GRAPHIC SCALE �IXG z EXISTING 27- 5S INV 9.23 FOR AD-1. ;rTXN. -UNNE REM . :"-I �2" 11-M — *1 VA- N— 'WATE N IRCAN OFF VALVE INGI lgR— NI VAULT I E-CE (TVP) P.fiSE PHASE E Ii 99 100 101 02 103 105 1-07 'o. I e 553 113 114 115 16 117 118 L 119 120 121 122 123 124 3'111—N SERVICE MP) I L IN41UT —'m DOUBLE WATER ASEE - FVPL 1141112"WITER�IN SERVICE IMP) c-)M 553 'P r 17- SS SSSE.. INV 11,40 125 - SERVICE (TYP) 16 -7 1�- 129 L7?� 133 1 171 R._ _NL I E Z: CAP 170 169 168 134 135 136 137 138 139 140 141 142 167 G SING SANK - 2- . . RFUGAT (IN 166 _ E L 143 � I- � 145 � 146 � 147 � 148 � I- INV 2 12 1" 1 SS21 INV 19 7 asn 78 79 80 81 82 83 N 3 4 - is. 2 5�j 1 1 1 Pll 2- & 6- CE INV 27 S.E% ER CE 'M 32 INV 26:5 P11-12 INV 26.43 P12-10 --- - - - - - - - - - - - 56J- WATER — -- — -- — -- — -- — -- — -- IN PIPE "NS S = ONE IRRIGAMIDN UNDER PAVEMENT FOR DESIGN C INSTATE 2'WP ` CONNE CT M) EDIESTI G D N LY. RtJ N ALL = IN PERVIOUS RIE) 6. PE CE MAIN — — — — — — — — — — — — — — — — — -- - 162 161 160 159 S n pl P -01 STS 180.CP v _ BP41, �.. BPD MH2 TOP 3 30 3B m LNV 1830N� 38 39 40 41 42 43 44 ;g ® 45 46 47 48 515 BaCP 98 4isF LF @0 m MATCH EXISTING 6- UNDE INVERT E2 J 36RP 109 LF @ 0.70% 2901F J mmSED FlELDVE TOP EIEV 42.00' A l INS 6 FVC UNDER D r N V RT 64 97 Al NOTE: IB P43 RCP -07 CONIRACIOR TO FlELO V13UI STING O_.,% WERE TO 00. % ',.065 751518 BE INMU-ED EVERY 2 a FT IF CLFANOM NOTINSTALLED, pp_47 "' pp "' LF @0 m% INSTALL MR D- H SHEET 37. - ��T 0 54 55 1 Sfi 57 58 59 60 61 62 P4 S S 1BR 115 @0.50 1 � 66 95 67 94 -01 F. 68 9 � 69 92 OUIFALL 3 SS 1pRCP TOP lg. v im ^. 70 91 INV 1911N L^® 27 LF6 070% F g n 90 20 SS P - 3s RCP %D°b 36V @ 417% 1 BP 72 89 24- XV 1850 \ �_ \\ 18 S5 ]1F@D.70% 011E 0 STRUCTURE TABLE POND 2 (BP) j37�@O.TiT� D1F, �50 6T61BRm ` 3 811E @O.bO% I 181E @0.5D9 73 BP-1 RIM 30.50 BP -] RIM 32.72 BP -14 RIM 28.02 BP-20 .27 BP -26 .77 BP -33 .73 BP -41 RIM 26.30 INVERT OUT 26.00 P -1 INVERT OUT 27.00 P -7 INVERT IN 21.74 P -13 INVERT IN 23.02 P -26 INVERT IN 19.20 P-19 INVERT IN 23.34 P-00 INVERT IN 23.30 P -25 INVERT OUT 23.30 P -26 INVERT IN 20.19 P-31 INVERT OUT 20.19 P-33 INVERT OUT 21.64 P -41 BP-2 RIM 31.50 BP -8 2.72 IN VERT OUT 21.74 P-14 INVERT OUT 19.20 P-20 BP -2J BP -39 BP -42 RIM 26.30 INVERT IN 25.25 R-1 INVERT IN 26- P -7 BP-15 M RIM 1.55 .39 INVERT IN 21.50 P -41 INVERT OUT 25.25 P -2 BP-3 INVERT OUT 26.84 P -8 BP -9 RIM 28.58 INVERT OUT 21.24 P-15 q7 INVERT OUT 23.95 P -27 RIM 8 7,76 INVERT OUT 20.91 P-34 INVERT OUT 21.50 P -42 3.00 RIM RT5o INVERT o O UT 28.00 P BP -16 INVERT OUT 3882 P-21 INVERT OUT 22.05 P -28 RIH Zg,yy INVERT IN 20.73 P -39 RIM 27.16 INVERT IN 21.15 P -42 INVERT N 24.88 P-2 I INVERT N 26.51 P-8 -9 09 BP INVERT 0120.]3 P-35 INVERT OUT 21.15 P -43 INVERT OUT 24.88 P -3 INVERT IN 20.56 P -15 INVERT OUT 20.Sfi P-lfi ,]6 F. INVERT IN 21.92 P -28 BP -36 22 INVERT IN 20.89 P -43 M 33.7fi OUTFALL S RIM 1 31.66 M F 15 2 INVERT OUT 21.92 P -29 INVERT OUT 26.20 P-36 INVERT OUT 20.89 P -44 INVERT IN 24.57 R-3 INVERT OUT 24.57 P -4 RIM 24.50 INVERT IN 19.50 P -6 INVERT IN 20.35 P -16 INVERT OUT 20.35 P-17 INVERT IN 18.50 P-21 BP -30 .00 5 1 INVERT OUT 21.61 P-30 77.30 R[M .O6 IN 20.07 P RIM INVERT IN 23.68 P-0 pIM .99 INVERT OUf 23.29 P -11 BP -18 .86 M INVERT OUT 23.95 P-23 -31 RIM INVERT OUT 20.94 P-3] INVERT IN 20 07 P -46 _ NVE INVERT OUT 23. 68 P -5 RIM RIM 29.83 INVERT IN 20.01 P -17 INVERT IN T 2 01 P -33 INVERT OUT 20.01 P-38 BR24 NVERT IN 23.82 P-23 RI 28 INVERT IN 20.71 P-30 INVERT OUT 20 71 P 31 BP 38 INVERT OUT 20.07 P-05 "RIM M33.36 INVERT OUT 23.82 P-24 .94 INVERT INVERT IN 23.19 RS INVERT OUT 22.47 P 12 BP -19 47 " BP 32 OUT 20.22 P-38 INVERT OUT 20.34 P -46 IN OUT .8 26 1 P-6 BP -13 INVERT IN 26.11 P -36 M231.73 03 INVERT IN 20.36 P -31 BP -39 BP 47 12 INVERT IN 22.07 P -12 INVERT IN 19.61 P -38 INVERT IN 23.58 P-24 INVERT IN 23.58 P-2] INVERT IN 20.36 P -35 INVERT OUT 20.36 P -32 .65 INVERT OUT 24.15 P-39 .63 INVERT OUT 20.51 P -47 INVERT OUT 22.07 P -13 INVERT OUT 19.61 P-19 IN OUT 23.58 P-25 BP -00 47 OUTFALL 3 MATCHLINE SHEET 11 INVERT IN P -39 INVERT IN 19.50 P -45 INVERT OUT T 23. 23.95 P-00 P -01 STS 180.CP v _ BP41, �.. BPD MH2 TOP 3 30 3B m LNV 1830N� 38 39 40 41 42 43 44 ;g ® 45 46 47 48 515 BaCP 98 4isF LF @0 m MATCH EXISTING 6- UNDE INVERT E2 J 36RP 109 LF @ 0.70% 2901F J mmSED FlELDVE TOP EIEV 42.00' A l INS 6 FVC UNDER D r N V RT 64 97 Al NOTE: IB P43 RCP -07 CONIRACIOR TO FlELO V13UI STING O_.,% WERE TO 00. % ',.065 751518 BE INMU-ED EVERY 2 a FT IF CLFANOM NOTINSTALLED, pp_47 "' pp "' LF @0 m% INSTALL MR D- H SHEET 37. - ��T 0 54 55 1 Sfi 57 58 59 60 61 62 P4 S S 1BR 115 @0.50 1 � 66 95 67 94 -01 F. 68 9 � 69 92 OUIFALL 3 SS 1pRCP TOP lg. v im ^. 70 91 INV 1911N L^® 27 LF6 070% F g n 90 20 SS P - 3s RCP %D°b 36V @ 417% 1 BP 72 89 24- XV 1850 \ �_ \\ 18 S5 ]1F@D.70% 011E 3 " - TRENCHF y N 71 ° 25'29" W PROPOSED CLFANOUT FIE" FlELO VI3LIFY INV132T' TOP TOP E1EV 165 P j37�@O.TiT� D1F, �50 6T61BRm ` 3 811E @O.bO% I 181E @0.5D9 73 m BP 36 88 DO 57RUCNRE BP TOV 30 00 80 3P'13313s 45U° @0 I 74 E 87 2 E S v 0o N EE�ETAIL D FlEID FY INVERT N TOPELEV 31.m @ T TOP m 5 JW C NV'"2N0 [NV 50 y,x 75 86 76 85 P-6 IBRCP @1.w 77 84 OUIFPILI A STS iB0.CP 113IF @3.0 % - - 3 " - TRENCHF y N 71 ° 25'29" W PROPOSED CLFANOUT FIE" FlELO VI3LIFY INV132T' TOP TOP E1EV 0 8 0 fi31F @D� - _ 1001 20' _ 4LF 00 m% P 125 126 127 128 129 S L 11 11 CP @ 30.0 T RE n o co on. c PEra P3 F @0.50 P 134 135 136 137 138 BP-33 ea P PI GRAPHIC SCALE MATCHLINE SHEET 11 12B SIB iBRO u _ 29 25ir= @059% § 130 131 132 5333 28 171 pi 2 63L ®0 50 V No 1]0 I e FlELD VE .., �. �...., i 6 3 TOP ELE 1631E @0.50 I V BP-30 lfiB 3 I � 139 140 141 142 167 @ 2124 5518 OF IASE I. CONNECTION. BRICK Iry OPBl END p- 165 P j37�@O.TiT� D1F, �50 6T61BRm ` 3 811E @O.bO% I m s @ INV 2378 FOR FUTURE 80 BI 62 ] 83 P s 9>1F@0 e0_ 0% I ELD V CIEMTOUT F1' INVERT 'OPELEV 35 DO FlEID FY INVERT N TOPELEV 31.m @ T TOP m 5 JW C NV'"2N0 [NV 50 y,x 0 8 0 fi31F @D� - _ 1001 20' _ 4LF 00 m% P 125 126 127 128 129 S L 11 11 CP @ 30.0 T RE n o co on. c PEra P3 F @0.50 P 134 135 136 137 138 BP-33 ea P PI GRAPHIC SCALE MATCHLINE SHEET 11 12B SIB iBRO u _ 29 25ir= @059% § 130 131 132 5333 28 171 pi 2 63L ®0 50 V No 1]0 I e FlELD VE .., �. �...., i 6 3 TOP ELE 1631E @0.50 I V BP-30 lfiB 3 I � 139 140 141 142 167 @ 2124 5518 OF IASE I. CONNECTION. BRICK Iry OPBl END p- 165 P j37�@O.TiT� D1F, �50 6T61BRm ` 3 811E @O.bO% I INSTPIL.UF STS ]BRCP @ INV 2378 FOR FUTURE CON-ON. BRICK IN OPEN END 143 144 145 146 147 148 149 P x ®.50 1 163 1 P-23 STS ^ I n 251E 60 .50 162 R I eP ss 162 BP-23 a2 UM 1 161 v I 160 0 J9 7, 150 151 152 153 154 155 157 158 STS 1. P .. C 159 F Q.- F2 STSIBRCP o PROPo G U I I ELD V CIEMTOUT F1' INVERT 'OPELEV 35 DO FlEID FY INVERT N TOPELEV 31.m @ T TOP m 5 JW C NV'"2N0 [NV 50 y,x GRAPHIC SCALE � Ix eeRm � REPLACE EXISTI FIEIO FVTYPE, LOCiTION 6INVERT }EXIETING MH OIIIFA G LLMH MIN PIPE TOP Sp ECNON EXISTING OUTFALL � r xv EXISTING 0I1,{MLL PIPE ` RSB 5R �iz•s RCP TOP 24.15 E t/ / 3 NESS � INJ IS.SON mv'iw u:.sas c\�.�wrx se. - STI G MH S6T § A IN (IN80U1) A TOP IN QO � 50% l 16•E�`�E' � �491 188 / 9i 4 5 6 J z � 8 9 'IO 11 12 13 i3 � 15 I6� IJ 18 ' 19 20 INV 19.23 9 ROPOS® CL �0 TOP ELEJ L 00 --z P �v DETAIL STRUCN 1 RE (NE) EE DETnILC 6 I 1 �1 I 1 E 60 PI NES1 1 _ NE 52 P 2 P Sx �� 3d RgII m __ 57 r W70% n - -_ - \ 7 EXISTING WEf WELL 1- L I- � JLF @.51 %1 1 -, X 33 I34 " 7 f SIS Sp To non .5 150 1 21 28 29 30 31 32 22 i 35 36 1 ULT I II I _I �9 fi% 5�29am ry PEEVE aenxE7 t 1 r 1 I I ! FIELD VE 1FVl ` Rr I ` 0 ®o.s xE-6o 1llI ®a mz6 ®o swo aPasa% II II i II E 3200 I PROPOSED OUT b l 1 I 1 1 I NE59 6T618RCP P P� 62 SS'SBRCP L I P-66 ®0.50% TOP EIEV 2150 IF 16LF ON. &UCK I AWR N .SE \..rim / p 31IF OS 189LF\ c:-x -" •�_ P E II � J y � HAS} n r � I J9LF ®049 b ` STS SfiRV ` xE y9 100 101 102 1 303 104 105 E 106 107 108 109 110 111 112 03046 \ Ilyyff�� ao n N CONIRACIORTO FIEW VERIFY INSTA TION OF EXIGIING REIN CU5NIOUTS EXISNNG CIFJWOM WERE TO I 1 / N W �NSTPIlEO EVERY 200 FT IF QEPNOUTS NOT IN -UEO, XSTPLL PER OETaLx SHEET V. 95- 1 \ ,113 114 IS 116 IS] 118- S 5 P NE -Jg 119 120 121 12Z 123 124 LF 0 0% 1 \{ O N __NEJS _. ST NR CP STS S BRCP J9LF ®0 ®O.s1% J9IF ®0 50% 0. 1% / � h 30 30IF 0 Z �L STRUCTURE TABLE POND 1 (NE) M M NE -61 Moo M 67 INVERT OUT 20.37 P -48 INVERT IN 17.45 P -58 INVERT OUT 17.45 P-54 INVERT IN 19.83 P-60 INVERT OUT 19.83 P l INVERT IN 16.62 P -57 INVE RT IN . P 63 1851 - INVERT OUT 19.99 P-75 NE -76 NE-09 .83 NE -55 NE -62 M.21 INVERT IN 20.51 P -6J INVERTOUT 15.12 P -68 . 2 6 . IN 19.65 P -79 INVERT IN 20.26 0.48 INVERT OUT 20.26 P -49 RIM 23.98 INVERT OUT 17.32 P-55 INVERT IN 19.44 P-61 NEiA 5.64 INVERT IN 19.65 P -75 INVERT IN 19.65 P -78 1-50 NE -56 INVERT OUT 19.94 -2 INVERT OUT 21.14 P -69 INVERT OUT 14.56 P-76 RIM 25.93 INVERT IN 19.99 -9 INVERT OUT 19.94 P -50 RIM 23.83 INVERT IN 17.24 P -53 INVERT IN 17.24 P -59 NE�E -�fi3 IUA62 INVERT IN 19.03 P-62 NE -]0 RIM 25.80 RI24.00 INVERT IN 19.17 P -68 INVERT IN 19.17 P -76 INVERT IN 17.24 P -55 OUT 17.24 P-56 INVERT OUT 19.03 0.63 INVERT IN 20.99 P -69 INVERT OUT 20.99 P -]0 INVERT WT 14.17 0.77 "R.5 INVERT .95 NE -SJ NE -JB INVERT IN 19.45 INVERT 19.45 P RIM 23.33 NE -Jl RIM 14.50 INVERT IN 14.00 P -77 -51 OUT 51 INVERT OUT 17.08 P-57 RIM 26.21 NE-52 26 NE-58 INVERT IN 20.59 P-70 INVERT OUT 20.59 P -71 NE -79 INVERT IN 18.58 0.51 .9J INVERT OUT 17.48 0.58 RIM62J.55 INVERT OUT 23.05 Pfi5 NE -72 IN IN 19.82 P -J3 INVERT OUT 19.82 0.78 INVERT OUT 18.58 P -52 NE -fifi RIM 27.11 INVERT OUT 20.47 P -72 NE-53 NE -59 .3J RIM 26.30 INVERT WT 22.85 P46 RIM 26.70 RIM 23 - INVERT IN 17.42 P-52 INVERT OUT 20.87 P-59 INVERT IN 20.07 P -71 INVERT OUT 17.42 P -53 NE -60 RIM 2 RIM INVERT IN 20.0] P - INVERT OUT 20.07 P -73 RIM 24.87 INVERT IN 20.36 P-59 INVERT IN INVERT IN 22.71 P-65 NE -74 INVERT OUT 20.38 P-60 INVERT IN 22.71 P-66 INVERT OUT 20.66 P{7 RIM 26.]8 INVERT OUT 20A5 P -74 r GRAPHIC SCALE G t'� Tax 1B rzx..w ° .z .x,�.. ng?r ' z3: x xxo3 ., rz ,x . 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X r'.r). R l0 ps9ee tiroO) s \ 0 K F.D.O.T. M.O.T. PLAN STABn= EMERGENCYACCESS CROSS SEMON IS "° D a AREA A _ ME DE, CNED Al PEllFll Q N AND IM LL BE DETERMINED AT THE W L < A I s. sari A ', 0 / ,, STOP SIGN, BAR$ CROSSWALK ELI l8 eu POND AREAS WLL BE DESGNED Al PERVIOUS AD I TH AN MPE11111 SAFE ED UP TO TWO -LANE TWO -WAY, WORK WITHIN THE TRAVEL WAY FL , EGSTI SR oE— MEAN ANNI 20.03 lXll PC / 1 EXISTING POND I (NE) SEMON IS ..,. Eo� — I E P PAN ION FAULTS SHALL `E F.IATIID AT ALL CONCRETE — III — K 'SEN ( PRE AS PHALT P SHAL B SET I/E BELOW STR TOP DTH) SHALL BE 4 L D EEP 3, ALL SID EWAL" TO ACCDRDANCE WTH FDOT NDEX g CONCRETE WALK ZL I8 (3— PSI (MUM) 0 / N l TYPI P 2 (BP) S E C TI ON IB °° P/L CURB AND SITTER P au �owc vARIES EROM PROPOSED PROaosED ExlsTio RE RoMO oT R O 6' EL N 25 73 IN TING 7 EL 2302 r ZZ & GDTTER XEQU STEPS ADDED TO MEE BIL COMA EL 23 T4 X L 23 2 / E �E% ELEVATION Q Q Z � O Y+� - W ` Z w� Q W =a0^ W �SLL� Ww = � ° � 3 �_ Q 0 0 = P`g i t J � u 0. F 7 S O v i H = R p O LL Z e 2 = e = s n I LL BTV DEE DATE SEPTEMBER 4011 A KATE I NTS P 22502 IE 18 2 4 — SHI IRON FENCE O S PLANS FORADERARiHAN E3 HE GH7 SEE SCAPE � OR EEC 1 PER FOR SIMILAR EE PRON O HgRDSCAPON DE14L \ ON e 2 FLAT AREA IS MAFCH EDISFING GRADE EL 1,00 - EL. 29.47 L. 29.31 = MEAN ANNUAL =2SS EL 3300 pPRK1NG ,F DFHER3 R I PGND 10P - 28.00 MEAN ANN =2 NO P SEL24 2 FLAT AREA PR GRPOE n l INDERDR ON EL 21.50 P M SHEED 5.00 i0 P M q^ EL 21.50 PROPOSED GRADE / A 1 POND 2 (BP) SECITON POND 2 (BP) SECTION 19 19 oPOS ��2I IU LID PSF 8 FF as �A� [ CONCRETE LEADER G.SG CDRG� 284 f 2159 NFL' H ED OF NI 0 — C)SECITON FOR EAST PROTERTY LINE 19 "NO PARKING 6' GREEN SPAS FIRE LANE" SIGN / j FACE OF CURB EDGE OF PAVEMENT 6" WHITE PA U-EL 6 Sl0 �RNNC PARKING STRIPE / A FACE OF CURB TO BE PAINTED RED WITFIIN AREAS OF FIRE TRUCK CLEAR ZONE. 5 WHITE 0(�` 6' PARALLEL WHITE "NO PARKING" Q�N TIXT TO BE PAI TYPE'F'CURB PARKING N SfD FACE OF Cr URB. B GUTTER STRIPE 5 C��P�E9 �pN 0 0 D FDiE LANE DETAIL 1 9 a a zcq � o m Q W =sLL Z_ sx �� H 0 Ww `3 �_ It 0: ° 0 ° z �_ t Eu tl i G F 7 e � 6 V 2 f = ¢ G J Q I V LL Z e Z a n T X o DEE SEPTEMBER 4011 a NTO 33603 SHFFF g: 19 2 4 115,021 q. R 7 2.64 q9t 77 au eu4' 84 PHASE I -------- ----------- ---------- - ------- --------- -------- ---- ----- -- ------------------------------------------------------------ GRAPHIC SCALE 1.w ac Polio Hoa OMN 3 0.22 OPEN EMEJ HOA 144 145 146 147 1 1:2.1 ='N N:— I— "I H H - . 7 5,021 163 OPEN E— i 3 1 2 Z 1 0.02 X 4.12 A OPEN $ME/ P'N. H- Uff —MON — SMNW MWO— MWER SMNW 162 1700 101 102 T103 104 105 F7 106 109 E 2 161 63 98 160 64436 M M 02 153 154 155 38 39 40 2 42 43 44 T�T 45 4fi 8 9 10 1 I 12 13 14 2.] 1— 97 I : , 2 36,.6 , 1. 0.. eves O.m Pvs 65 9' ------------- 115 116 440W p.R 49 E. 51 52 0 54 5 L 56 57 E. E. 60 61 62 1 61 67 95 113 114 1 118 21 22 23 24 25 26 27 J K 32 33 34 35 17A606 q. R ........... -- --------- - ---- .. . ..... .. 34426 q. R 115,021 q. R 7 2.64 q9t 77 au eu4' 84 PHASE I -------- ----------- ---------- - ------- --------- -------- ---- ----- �F99 '.143 144 145 146 147 141 PHASE II 7 5,021 163 3 162 1700 101 102 T103 104 105 F7 106 109 E 2 161 63 98 160 M M 02 153 154 155 38 39 40 41 42 43 44 ------ --- ------ -- ---- ----- ---------- 45 4fi 47 48 1.136ost 2." 97 I : , 2 36,.6 , 1. 0.. eves 7 65 9' ------------- 115 116 49 E. 51 52 0 54 5 L 56 57 E. E. 60 61 62 1 61 67 95 113 114 1 118 119 120 121 122 123 124 J 17A606 q. R ........... -- --------- - ---- .. . ..... .. 179,"s 7 _2 svv 116,0314 R 68 93 ------ --- --- - --- ---- --- - ---- ---- ---- --- 69 92 125 126 127 128 129 130 131 132 133 70 91 179,606 q.9t 170 71 90 169 72 89 168 134 135 136 13' 138 D 140 � 142 E 167 73 88 A l PHASE I 74 87 .. .. ...... ... ......... . ..... ..... . ... . ... ... ..... . ... .................. 165 1. 17900 ft 69,739 q.R 75 86 4 MAU 2— 76 85 164 115,021 q. R 7 2.64 q9t 77 84 '.143 144 145 146 147 141 141 7 5,021 163 3 162 161 160 M M 02 153 154 155 156 157 118 159 ------ --- ------ -- ---- ----- ---------- 7 1.136ost 2." Z C z 0 Iz, A , m z ■ O O 0 nF mm z Z> m ;9z a Z DD El - - - - - - - - - - - - - - - - - - - - - - - - - - - ,OZ'TOOT M -6ZSZTL N 6ST I BST LST 9ST SST .9T Z91 66T ski LK WT t's E LL SO E 98 L SL 6T HS U —aa ms area 9 aNOZ 991 I 9SVI z9T .7, M T 89T 99T I 3S�d ❑ EL 9L S L ua Nm-su: 69T 06 TL OLT 76 OL aTnlsa a ILT 69 6ZI RZT LZT 9ZT SZT 8 09 0 9 6 T8 ry—j 2011 'P/� I I T I S9NI21JS 2131N [M 0092 06tf .1 ...s a I—aa gas ❑ —onu smi L9 Z9 T9 09 6S OS LS 99 I b6 M. — — tZT CZI ZZT TZT OZT 6TT 8TT LTT OTT STT tTT ETT I 56 99 of i 0 0, 6z Zu L T LOT 90, SOT VOT COT ZOT TOT O.T 66 86 Cs s .,s ZTT TTT OTT 60T o IT IIZH ❑ ❑ E� I. I. 6C BE � .— _Hl 33s LE 9E SE VC EE U TC OE R Ll 91 R K U U U 0o J M 61 .1 IT ST ST bT ET ZI TT 01 6 8 4 9 S v C z I r's EFIVDS J[Hdvuo N 183916 E 346.31 N w a, m,. — — r sraEEr o ss4oa .. ie1 ss 361M 1Y o /VE ., ,. . >.. I J s v. J o s o_ v � 'm8 6 t I 2 }� J _ D (viaio, a FINAL CONSTRUCTION JE8UP'S LANDING E V A N s E Q PLANS ENGINEERING, INC. �, ,.a.a D .�,w� a„ , FOR R � G 718 IRI;1 AVENtW INITTANY HOMES ORLANDO, FLORIDA 87808 PROFILE INDEX PLAN _(407) 872 -1616 an a WNTCR 8-, nNODA =6 �e o say %. o A m m � 200% - o w > a a � � �. s a � 0999 o w a ab o 829 0 82Y 0 50% d 03% 0 d ° 179% 929 . `4n - 5,% 090% > a > - a d N S u a 150% p6 r ✓}} n i94% 233% STREET A m m � e e + m � w a w N S s � Nm a a 090% a 092% 29 9% w w w S a 0 929 W "' w > 30 w > >w w 363 9 0 t 26% 00 5 a a \ % 059% o a5o% a w r s S a a y o4% I % A S n a T 39% , 9T11N ELEV 09T11N ELEV -�m -- -- --- F 66 STREET D 0 � n I � 1� - 24 +09 25 +96 26 +6 STREET B —M 29 +99 29.09 6 66 60 STREET C 06 �� 60 40 m 11 ITI 11 21 421 5 t 89 vc n. N° om � aw A l w w > v m S a > m a 5 m m s'' s0 _. o3a %'. a 2 .6 . -0 649 a p15N -0.69% 2 A 0.00 QO 00 STREET E STREET F 4-0 49 +00 50 +00 STREET G Z � O Z P Q _ QW <o„ W <J o Z =iLL ^o _ sx >� W = � ° � 3 �_ 0 O z = d G F 7 e � 6 z 0 F z v � J � = J W V 0. LL O _ e 6 LL o TV —1 o- DLE SEPTEMBER 4011 22503 —E[ 1: T d 4 GRAPHIC SCALE LEGEND O x O ME.EH�.V a1 HEMV 0 O .D aE HEMA�D NOTES EXISTING UTILITIES TD REMAIN UNLESS OTHERWISE PRIES 'H SDE WORK SHALL CONSIST OF THE REMOVAL, SALVAGE, AND DISPOSAL DF EXISTING ME'HDD 1 —EACH STRUCTURE OR STRUCTURE PART 10 BE REMOVED WILL BE METHOD 1 —ALL STRUCTURES DESIGNATED FOR REMOVAL IN THE CONTRACT PARIS MENFDD 2--WIIHN 'HE AREAS SO MARKED, ALL CSIBLE AND BURIED STRUCTURES SALVAGED 51RUC'U.El 'HAT ARE CAP BEING DISASSEMBLED SHALL SYS'EMA'ICALLY MACH MARKED WILL P BEFORE DISASSEMBLY, ALL CONNECTORS AND SHALL BE FACTENED TV THE APPPOPPIATE STRUCTURAL MEMBER DR PACKED 5. DISPOSAL OF REFUSE MATERIALS REFUSE MATERIALS RESULTING FROM STRUCTURE REMOVAL SHALL BE DISPOSED MANNER AND AT LOCATIONS APPROVED BY THE CONTRACTING OFFICER. DISPOSAL MARKED OTALL BE DISMAN'LED IN OF IN BY UTILITY AND STORM WATER INFRASTRUCTURE WITHIN WITH STAKES, FLAGS. PAINT. OR OTHER SUITABLE WILL BE MARKED USING STAKES FLAGS, PANT, OR BE REMOVED TG THE SPECIFIED EXTENT AND DEPTH. IDENTIFIED SHALL BE REMOVED 10 'HE SPECIFIED E—NI INTO INDINDUAL MEMB 5 OR SECT AND OTHER PARTS SHALL BE MARKED TO INDICATE SUITABLE CONTAINERS, A MANNER AND AT LOCATIONS SPECIFIED IN SECTION BURNING SHALL BE IN ACCORDANCE !M'H LOCAL GRAPHIC SCALE THE LIMITS DESIGNATED. METHOD. OTHER Sw'ABLE METHOD. STRUCTURES 10 REMAIN AND DEPTH GH OF URES SHALL BE NEATLY AND THEIR PROPER LOCATION WITHIN THE STRUCTURE T OF 'HIS SPECIFICATION OR IN AN ACCEPTABLE RULES AND REGULA'IONS. REMOVE E-TING FIT CAP EX Si NG. e WM CAP EXISTING S FRA GAP EXISTING 8 SS MAIN F E M. +15 LF AS MAN K BPoCK END OF BRICK END OF STNG RCP EX SING. RCP O cAF ` r;'W ?.a .. '- .. .' DEMO 11 LF SS MAIN 3M�l0 . F. ' R"Rrly £@ BRICK 0..s DEMO END OF E %S'NG RCP A MH DEMO 0 LF RCP DEMO ±10 LF RCP On On...'ia........ .. Cm -ACm: �" 1 2". �5 �'LE'�EF 08,�L 1r�H��' -Or, A '. +BO LF I�GP. �� 00m 8" t MAIN DEMO +122 LF Ss MAN DECO D EMO _85 LF RCP 267 LF RCP DEMO ±i9 LF RCP O X DEMO 55 MIT I F BPICK END OF DEMO STORM MIT � fX15'ING RCP EX ST NG s DEMO ±q1 LF O DEMO STORM MIT STORM NLET • O x x SS MAIN 00 DEMO +78 LF AS MAIN RCP DEMO 2 1qo LF R DEMO EX STNG SS MH DEMO ±152 LF 55 MAIN DEMO E%ISTING SS MMIT DE.�.O DE 10 ± 130 LF RCP DEMO ±76 LF RCP DEMO +138 STORM MIT RCP LF � x x iii... x v s DEMO +128 LF RCP DEMO STORM MIT —�' DEMO 482 LF AS MAIN DEMO ± 567 1 F WM.... DEMO 2 26 LF DEMO CAP EISTING 6 8 SE 5 2102 LF 55 MAIN O O CAP E XS7ING 8 SS MAN 8 55 MAIN O •`° " BE E%sTNG DEMO 293 LF RCP JI STORM NLET RE DEMO 4200 LF WM G � CAP EXISTING S'WM DEMO + 42q FM A DEMO STORM INLET 3 RP ECISTING G' WM � v DEMO STORM MIT DEMO ± 22 LF WM g DEMO EXIS'ING 55 MH 0= O [EMC + 158 LF a ss MAIN � � J' ; �........ ------------ . 0 O O DEMO S:ORM MIT DEMO E %Si NG 3 S70RM INLET PHASE II `. PHASE IL. PHASE I JPHASE I DEMO +93 LF RCP DEMO SIO Ill ERS- E a DEMO 236 JF RCP F CAP EXI STING 8" RV CAP EX ST NG 6 FM ] 1 BRICK LND OF BRICK END OF OF EXIST RCP EXIST IN G CAP EXS'NG 8 SS MAN R DEMOLITION PLAN • UTILITIES = 30 DEMOLITION PLAN • DRAINAGE = 30 Z � O coo Bow K CC QZ £QOp PC Ww =� wZ 30 J It O g O � i i i J = i i 7 a J J = 0. C) C p t f V Q W W f bD p J IT DEE DAT JANE a FEE 1, 50' ]]60] IFEE B: s1 inn IEI SEC— / III SILT FENCE DETAIL �P N.T.S. " L SWALE SECTION �� N.T.S. ern 15 4 )AIMCHARGE SECTION-sou. PILE, \�� N.T.S. -- ---- -------- --------------- LE -- ----- -- -- -- - ------------- .. .... ......... t. .............. - 4t)AIMCHA SECTION•NORTH PILE N. 1. S. 4!)AIMCHA`RGE SECTION-NORMP" N. I S inn IEI SEC— / III SILT FENCE DETAIL �P N.T.S. " L SWALE SECTION �� N.T.S. ern 15 4 )AIMCHARGE SECTION-sou. PILE, \�� N.T.S. -- ---- -------- --------------- LE -- ----- -- -- -- - ------------- .. .... ......... t. .............. - JESUP'S LANDING LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS SHEET INDEX LOCATION MAP PREPARED FOR: HI HARDSCAPE REFERENCE PLAN Mattamy Homes H2 HARDSCAPE LAYOUT PLAN 400 Park Avenue South H3 HARDSCAPE DETAILS Winter Park, FL 32789 H4 HARDSCAPE DETAILS o �� (407) 499.9994 Ll L2 LANDSCAPE PLAN LANDSCAPE PLAN L3 LANDSCAPE PLAN c ` \\ ` PREPARED BY: L4 LANDSCAPE PLAN L5 L6 LANDSCAPE SCHEDULE & NOTES LANDSCAPE DETAILS & SPECIFICATIONS IRl IRRIGATION PLAN IR2 IRRIGATION PLAN I a n d d e s i g n IR3 IRRIGATION PLAN 2418 Tioga Trail IR4 IRRIGATION PLAN Winter Park, FL 32789 IR5 IRRIGATION DETAILS (407) 687.5754 IR6 IRRIGATION NOTES & TABLES IR7 IRRIGATION SPECIFICATIONS o DATE: October 26, 2011 REVISIONS: November 18, 2011 January 11, 2012 BEGIN ... FENCE. .: ❑ SIGN WALL: SEE LAVOUT PLAN, SHEET H2 O O ORANGE AVENUE PLAN, SHEET H2 ' BEGIN _ ` J FENCE BEGIN — FENCE \ a ... ' ` w l I Ij LIFT STATIO ENCLOSURE ENCLOSURE: WALL E SEE LAYOUT PLAN. SHEET H2 B I HANDRAIL FENCES 'A' AN D 'B' ADJACENT TO RETAINING r HANADRAI ✓ WALLS FOR NORTH POND: H4 O _ sK © O SEE DETAILS /1 /,� dDRAII NCE ❑ ❑ END ❑ ❑ .— — — _— — — _ � — _ _ _/ — — — —_ FENCE tr 0 GARDEN WALLS SEE LAYOUT PLAN 'A', SHEET H2 o L — _J o h o 0 ❑ h III ' GARDEN WALLS: SEE LAYOUT 'C', PLAIN SHEET H2 ❑{ —. _ _ 1— —— h — — lh BEGIN ❑ I� to ❑ FENCE — _ _ y � I Al // — ` O SECURITY FENCE / CLUBHOUS BEGIN FENCE 333 H4 HANDRAIL ADJACENT TO SWIMMING POOL DECK. SEE POOL O , DETAIL /\ FENCE � I Hq — li i s 1 1 I I i HANDRAIL FENCES 'A' AND / 'B'ADIACENT TO RETAINING� I 1 WALL FOR SOUTH POND: SEE DETAILS /,- / / ,! '! H4 N9 � ', ❑ GARDEN WALLS: SEE LAVOUT� PLAN 'B'. SHEET H2 ' 0 HANDRAIL ' r END FENCE END L_ _ _ _ _ _ -— _ _ — _ _ _— _ _ -- -- _ _ 'I ' CROSS SEMINOLE TRAIL ___ — ... 0' 40' 80' 120' ' SCALE: I — 40' SIGN COLUMN. SEE LAYOUT ❑ ❑ ❑ SIGN WALL: SEE LAVOUT PLAN, SHEET H2 O O PLAN, SHEET H2 I �,\ SEE l • ` FORGARDEN I H3 WALL DETAIL I I 27 1 NOTE: ALL "TO WALL" DIMENSIONS ARE I I I I I I I MEASURED FROM WALL CENTERLINE I � I I I I I I GARDEN WALL LAYOUT PLAN 'C' SCALE: 1" -10' SCALE: 1" -10' GARDEN WALL LAYOUT PLAN 'A' SCALE 1"=10' SEE FOR SIGN H3 H3 H3 H3 WALL DETAILS 10 67 O n NOTE. ALL DIMENSIONS ARE TAKEN FROM COLUMN OR WALL CENTERS SIGN WALL LAYOUT PLAN SCALE 1 SEE (: FOR SIGN H3 - H3 COLUMN DETAILS o NOTE: ALL DIMENSION S ARE TAKEN FROM CENTER OF COLUMN SIGN COLUMN LAYOUT PLAN SCALE: 1" -10' SCALE: 1" -10' .. SEE ()L � FOR LIFT STATION H4 H4 ENCLOSURE DETAILS b I � _ \ 0 — P013 a.oa' � I m OOO m �i s NOTE: ALL DIMENSIONS A.RE\��\�� 3 TAKEN FROM END OF WALLOR WALLCENTERS \ I 'll I LIFT STATION WALL ENCLOSURE LAYOUT PLAN SCALE: 1" -10' GARDEN WALL LAYOUT PLAN 'B' GARDEN WALL SECTION SCALE: 3/4"=1' -0" 1 ( w /MATCHING DOWEL HER WE SHOWN i(3 GAUGE WIRE TIES AT 8" O.C. IN EACH MORTAR JOINT PLAN SECTION H3 ORANGE AVENUE -�� PLANTER POT: SEE ` 1 HE PRE -COST CONY, CAP: MORTAR IN PLACE: COLOR & FINISH TO BE SELECTED BY DESIGNATED OWNER REP. BOND BEAM: HALF -HT. WEB CMU W /CONTINUOUS #4 BAR #5 BAR IN FILLED CELL @ 40" 's O.C.: EXTEND INTO BOND BEAM COURSE CONTINUOUS MESH 8 "x1 ",11" CMU WALL WITH 5/8" STUCCO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHITECTURE #5 BAR IN FILLED CELL 40" O.C. W /STANDARD ACI 90 -8" HOOK: 30" OVERLAP COMPACTED SUBGRADE �`I 8 PROVIDE 1 -1/2" PVC PIPE FOR DRAINAGE AND IRRIGATION TO POT: 8 "X8" GRAVEL AT END OF PIPE � � m (5) #5 CORY CONCRETE FOOTING #4 BARS, TRANSVERSE @12" O.0 SIGN WALL SHORT COLUMN SECTION SCALE: 3/4"=1' -0" H =:Rsup's TERRA COTTA PLANTER POT (2 TOTAL, MODEL N0. 5228) AS SUPPLIED BY JA -LU DISTRIBUTING COMPANY: (800) 330 -14 78 SIGN CONTRACTOR TO COORDINATE LETTERING STYLE AND COLOR, PIN MOUNTING TO WALL AND SIGN UPLIGHTING SIGN CONTRACTOR TO COORDINATE LOGO - PLATE DESIGN AND ATTACHMENT TO COLUMN: ONE PLATE SHALL BE MOUNTED ON EACH OF THE TWO COLUMN SIDES FACING ENTRY DRIVE AND ORANGE AVENUE SIGN WALL DETAIL SCALE. 12"=1' -0" H PRE -CAST GONG. CAP: MORTAR IN PLACE: COLOR & FINISH TO BE SELECTED BY DESIGNATED OWNER REP. BOND BEAM: HALF -HT. WEB CMU W /CONTINUOUS #4 BAR #5 BAR IN FILLED CELL @ 40' O.C.: EXTEND INTO BOND BEAM COURSE 8 x8",16 CMU WALL WITH 5/8" STUCCO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHTECTURE #5 BAR IN FILLED CELL @ 40" O.C. W /STANDARD ACI 90 -8" HOOK: 42" OVERLAP DAMP PROOFING #4 BARS, TRANSVERSE 012" O.C. (5) #5 CONT. CONCRETE FOOTING SIGN WALL /COLUMN TALL COLUMN SECTION SCALE: 3/4"=1' -0" HS SIGN CONTRACTOR TO COORDINATE Loco PLATE DESIGN AND ATTACHMENT TO COLUMN: MOUNT ONE PLATE IN SAME POSITION ON ALL FOUR SIDES OF COLUMN SIGN COLUMN DETAIL SCALE: 112"=1' -0" SIGN WALL SECTION SCALE: 3/4"=1' -0" HS CROWN STUCCO AT TOP OF WALL FOR DRAINAGE BOND BEAM: HALF -HT. WEB CMU W /CONTINUOUS //4 BAR #5 BAR IN FILLED CELL @ 40" O.C.. EXTEND INTO BOND BEAM COURSE ®nmo ® ®nw: 8 "x8 "x16" CMU WALL WITH 5/8" STUCCO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHITECTURE //5 BAR IN FILLED CELL @ 40" O.C. W /STANDARD ACI 90 -8" HOOK: 24" OVERLAP COMPACTED SUBGRADE DAMP PROOFING //4 BARS, TRANSVERSE 012'" O.0 (3) #5 CONT. CONCRETE FOOTING wi ROUNDED STUCCO ON TOP OF WALL BOND BEAM: HALF -HT. WEB CMU W /CONTINUOUS #4 BAR #5 BAR IN FILLED CELL @ 40" O.C. EXTEND INTO BOND BEAM COURSE ®nmo ®® lw. 8 "x8" "x16 "" CMU WALL WITH 5/8" STUCCO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHITECTURE //5 BAR N FILLED CELL 0 40" O.C. W /STANDARD ACI 90 -8" HOOK: 24" OVERLAP COMPACTED SUBGRADE DAMP PROOFING #4 BARS, TRANSVERSE 012" O.0 (3) //5 CORY CONCRETE FOOTING 0 z_ Q z W CIO Q a a W A5 L2oIWN SHEET H3 SEE CE) ` FOR FENCE DETAIL H4 RETAINING WALL BY OTHERS ANCHOR POSTS IN CONCRETE (MIN. 3000 PSI) 0 I HANDRAIL SECTION 'A': SOUTH POND SCALE: 1/2 -1' -0" H4 NOTE: FENCING CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL APPLICABLE GOVERNING, LOCAL AND UNIVERSAL BUILDING CODE CRITERIA IS MET WHEN INSTALLING HANDRAIL FENCING HANDRAIL SECTION 'A': NORTH POND 14 SCALE: 1/2"=1' 4)" H4 8 .. CROWN GCO AT TOP OF WALL FOR DRA BOND BEAM: HALF -HT. WEB CMU 6 W /CONTINUOUS #4 BAR #5 BAR IN FILLED CELL W 40" O.C. EXTEND INTO BOND BEAM COURSE CONTINUOUS MESH 8 "x8 "x16" CMU WALL WITH 5/8" STUCGO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHITECTURE SIDEWALK (BY OTHERS) R5 BAR IN FILLED CELL W 40" O.C. W/ STANDARD ACI 90 -8" HOOK: 24" OVERLAP -COMPACTED SUBGRADE I _. 10 :'• ' DAMP PROOFING LIFT STATION GATE DETAIL - I R4 BARS, TRANSVERSE ('512" O.C. SCALE. 1/2"=1' 4)" 3 -- (3) #5 CONT. 3" MIN CONCRETE FOOTING 2 4 LIFT STATION WALL ENCLOSURE SECTION 4 SCALE. 12"-1 -0" M4 H4 COLA BLOCK ENCLOSURE WALL: SEE DETAILS ALUMINUM LOUVRE STYLE DOUBLE SWING GATE WITH POWDER COAT PAINT FINISH TO MATCH ARCHITECTURAL ACCENTS OR WALL COLOR GATE LATCH GATE HINGE ATTACHMENT TO WALL PER MFR. SPECIFICATIONS DRIVEWAY PAVEMENT BY OTHERS H "BALL" STYLE POST TOP RAIL BRACKET 1-318" X 1 -1/2" U- CHANNEL RAIL 2 -1/2" SQUARE POST TO BE SET DIRECTLY ADJACENT TO EDGE OF POOL DECK 1" SQUARE PICKET INDUSTRIAL DRIVE RIVET FINISH GRADE ANCHOR POSTS IN CONCRETE (MIN_ 3000 PSI) TO BE POWDER - COATED BLACK NUM A5 SUPPLIED BY BARFIELD COMPANY (321- 395 -0001) OR OVER EQUAL H4 HANDRAIL SECTION 'B' SOUTH POND H4 SCALE 12"=1' -D" "BALL" STYLE POST TOP RAIL BRACKET 1 -318" X 1 -1/2" U- CHANNEL RAIL 2 -1/2" SQUARE POST 1" SQUARE PICKET INDUSTRIAL DRIVE RIVET SIDEWALK /GROUND PLAIN ANCHOR POSTS IN CONCRETE (MIN. 3000 PSI) = TO BE POWDER - COATED BLACK NUM AS SUPPLED BY BARFIELD COMPANY (321 -396 -0001) OR JVED EQUAL HANDRAIL FENCING DETAIL SCALE 1/2"=1'-0" HANDRAIL SECTION 'B': NORTH POND SCALE: 12"=1' -D" 12'-0" POOL SECURITY FENCE DETAIL SCALE'. 1/2"=1' -0" SEE M FOR FENCE DETAIL 5 4 � 1 � =� FOR FENCE FOR FENCE DETAIL H4 SEE DETAIL � v CURB AND ROAD 8Y OTHERS 6' SIDEWALK* 6' SIDEWALK* RETAINING WALL BY TAKING WALL BY HERS :'.RETAINING WALL BY - OTHERS CHOP POSTS IN OTHERS ANCHOR POST5 IN NCRETE (MIN. 3000 PSI) ANCHOR POSTS IN CONCRETE (MIN_ 3000 PSI) CONCRETE (MIN. 3000 A 11) 12 RETENTION RETENTION n POND POND n HANDRAIL SECTION 'A': NORTH POND 14 SCALE: 1/2"=1' 4)" H4 8 .. CROWN GCO AT TOP OF WALL FOR DRA BOND BEAM: HALF -HT. WEB CMU 6 W /CONTINUOUS #4 BAR #5 BAR IN FILLED CELL W 40" O.C. EXTEND INTO BOND BEAM COURSE CONTINUOUS MESH 8 "x8 "x16" CMU WALL WITH 5/8" STUCGO FINISH PAINTED TO MATCH COLOR AND TEXTURE OF BUILDING ARCHITECTURE SIDEWALK (BY OTHERS) R5 BAR IN FILLED CELL W 40" O.C. W/ STANDARD ACI 90 -8" HOOK: 24" OVERLAP -COMPACTED SUBGRADE I _. 10 :'• ' DAMP PROOFING LIFT STATION GATE DETAIL - I R4 BARS, TRANSVERSE ('512" O.C. SCALE. 1/2"=1' 4)" 3 -- (3) #5 CONT. 3" MIN CONCRETE FOOTING 2 4 LIFT STATION WALL ENCLOSURE SECTION 4 SCALE. 12"-1 -0" M4 H4 COLA BLOCK ENCLOSURE WALL: SEE DETAILS ALUMINUM LOUVRE STYLE DOUBLE SWING GATE WITH POWDER COAT PAINT FINISH TO MATCH ARCHITECTURAL ACCENTS OR WALL COLOR GATE LATCH GATE HINGE ATTACHMENT TO WALL PER MFR. SPECIFICATIONS DRIVEWAY PAVEMENT BY OTHERS H "BALL" STYLE POST TOP RAIL BRACKET 1-318" X 1 -1/2" U- CHANNEL RAIL 2 -1/2" SQUARE POST TO BE SET DIRECTLY ADJACENT TO EDGE OF POOL DECK 1" SQUARE PICKET INDUSTRIAL DRIVE RIVET FINISH GRADE ANCHOR POSTS IN CONCRETE (MIN_ 3000 PSI) TO BE POWDER - COATED BLACK NUM A5 SUPPLIED BY BARFIELD COMPANY (321- 395 -0001) OR OVER EQUAL H4 HANDRAIL SECTION 'B' SOUTH POND H4 SCALE 12"=1' -D" "BALL" STYLE POST TOP RAIL BRACKET 1 -318" X 1 -1/2" U- CHANNEL RAIL 2 -1/2" SQUARE POST 1" SQUARE PICKET INDUSTRIAL DRIVE RIVET SIDEWALK /GROUND PLAIN ANCHOR POSTS IN CONCRETE (MIN. 3000 PSI) = TO BE POWDER - COATED BLACK NUM AS SUPPLED BY BARFIELD COMPANY (321 -396 -0001) OR JVED EQUAL HANDRAIL FENCING DETAIL SCALE 1/2"=1'-0" HANDRAIL SECTION 'B': NORTH POND SCALE: 12"=1' -D" 12'-0" POOL SECURITY FENCE DETAIL SCALE'. 1/2"=1' -0" - °22 3 ORANGE AVENUE ° z 2 �. O ARE 2 x N� PEGS ocoo - SO - SOD -2 r DI 11 11 ❑ ❑ ❑ 34 0 ICB 0 ICB LIM 0 0 ICB .. v IS 21 15 21 4 18 15 11 O 0 O O O °vz 1a ti 3 BETWEEN SHRUBS ALONG BUILDINGS ARE N `^- SEE BUILDING PERMIT T PLANS FOR A/C UNIT ADJ US T POSITIONING AS NECE55ARY PI SCREENING � 4 L 0 1 v OD 2 MN 3 - 1, I JC ° II OVI 10 v y NOTE: OVI 1 IMN ALL PLAN rINGS AROUND BUILDING FOUNDATION 2 PHASE 'a 3 ARE SUBJECT TO CHANGE AT TIME OF BUILDING PERMIT SUBMITTAL BF 1 ©m I s B1 0 JC 0 O ICB 0 RF 1 2 r n 0 -CB 34 15 21 18 T8 1 1 0 ICB IS 11 "� INN BF 8 P 5 1 ..... [1 0 3 FP �-.�. .�.... Q3 LIT 9F BF OVi ... ? f. l..... �. : SOD -2 SOD -2 18 SOD 2 ,1 `arz3 Dry °V 8F FP BE a 27 LIT 26 2 °41 FP FP 14 ] IVS 1 IVS SOD -2 ] SOD -2 Lli 5 6 2 4 1 � SOD -2 SOD-2 t + 1 ]., 7 BF ..r� IVS SOD -2 Al 0 ICB 0 ]6 0 e 6 18 a6 LIM 0 E , Q2 K M" 1 a All 36ti I "P, 1 1 v / O \ SOD 2 SOD 2 ' ...,; �. .... MIT 00 ❑ b DT oo SOD REIN EATON 2 ICB OO J BOUNDARY S 00 G �9 is �0 10 is r ✓s 15 ICB g 8 0 ICB MULCH ACCESS SOD DELINEATION LION AROUND BOUNDARY SO TRANSFORMER El SOD-2 m z .. .. . .. .. ...... ..... ... 4 c - IVS SOD -2 p �y Oz El SO -1 SOD -1 i- �(�41I W C °5 SOD 2 e 0 12 ��s V 11 A,J'�4�` RIC �.,_ y A o 1�/ „�. p �° v� avy „� SOD 1 � j' ZF W 2 ❑ 1 6 MATCHLINE, SHEET L3 01 +! SCALE a' 1-20' 20' aa' 6a' : r o� 1 SEE SHEET L5 FOR PLANTER POT ..a BOWL LANDSCAPING \ OV SOD 2 C JC UM 1 3 S 19 15 T 0'2 SB QVi �. 5 ORANGE AVENUE A \. r LIFT S( STATION,,; \ c AS JE \, ,�` �.. - •---- --- --, SOD 2 2N «`o. o,/ 5 SOD 1 \ 4B ...;j� 53 ry SYID 1 1 60 0 ��'�a. �' o oP vo P aPa JE ` / yam'. �_. 0 00 f ICB O IVS BF 3 TD2 3 10 C IMN PROVIDE4 WIDE MULCHED— IL } 3 AGE GAPS IN PLANTING ,,... BED TO ALLOW FOR VEHICLE 24 \ r/v�' - `��n o) - _ . c_i_ A S .y EGRESSmP.) r` BF �' dtaE d' "' • ��?, VS MN \ ..,,. 1 ' VO v 2 50oy2 s o� v NO � 1� I 36 BAHIA SOD LIMIT AT I ✓ 13 H NORMAL WATER ]8 D2 pC SL 64 ,1 ZP ELEVATION (18.35) 2 59 3T SL I� PC 2 PC 42 \ W 2 BF LE \ S © T 14 29 TDI ]5 31 w i DI rot CB Z 3 SOD -2 BE MN oil 451 SL 0 \ 1 "T l 0 2 2 F o a PHASE / 1 \ / U IS BF SOD - 1 AG A o yoo�oy �!��L� / P ED LIT a ti �BF T s c SOD -2 9Y� oo 1 /I � h� �� .'t ..., ovl 2 0 BB BF D ----- k a.:: v.s r CSI- ] J BF SD ❑ + SOD -2 j }� �� 1s o ss I z� ao PHASE 15 a ll \D Vz 18 e 2 19 AID-2 a I GAPS COMOD BETWE SHRUBS ALONG BUILDINGS ARE SEE BUILDING PERMIT 4V1 ' VOD_2J TO ACCOMODATE ENTRANCE WALKWAYS: FIELD PLANS FOR A/C UNIT 3 PHASE LINE ADJUST 5HRUB POSITIONING AS NECE55ARY SCREENING 0 A 3 11 uT F 50D -2 J I .. �7 S LIT QVI NOTE: III ALL PLANTINGS AROUND BU 4 ILDING FOUNDATION 2' 2 SOD -2 ARE SUBJECT TO CHANGE AT TIME OF BUILDING PERMIT SUBMITTAL OO CB 16 CB 20 4 BF }��Oq 4 21 ICR SOD -2 0 0 14 FP 5 O ° .,, f 9 1 21 15 18 6 FP 1 18 IVS BE 6 IVS Q o0 6 I I o - 8 ' IS SOD -2 SOD -2 ❑ ,. DF v ' pJ BF L )S BFI Al QA OV1 BE X L a Y f SO�2 � BF P V2 2 3 1 1 1 QVI I f 4 1 4 5 IVs f O4 BF 12 2 L y / 4 —L soo z i MATCHLINE. SHEET L4 �,.. A,.�,�. �_ - �i Kam. �a; ,,�,,..,,.,.__ L_��, ,�a :,,.a ><, .\.. /f,� _a,.,:.v .; .�... :: I.�,. "�0- f aQ1.b -s? 2 + 7 40' 60' SCALE 1-20 B .. O A \___ + soD -1 BAHIA SOD LIMIT AT F/ NORMAL WATER ELEVATION (24.50) 3 ' IGO GAPS BETWEEN SHRUBS ALONG o 0 6262 JE / / / 6 T 0 BUILDINGS ARE TO ACCOM ODATE o EN TRANCE WALKWAYS FIELD ADJUST ' - 02 29 4] TZ1 �/ DV 31 11 SHRUB POSITIONING AS NECESSARY TD2 fi PHASE 1 SB 5 I sB a 13 63 NOTE: L3 FouNOAnoN nRe ROUND cB I cr G iANGE AL TIME OF BUILDING PERMIT DV OVi SUBMITTAL SOD- PC 31 2 ✓o CB E SCREENING SHRUBS FOR A/C UNITS 0 (TYP -): FIELD ADJUST AS NEEDED LE oP� / -SL i a _ 80 D1 LIM � SOD -2 — -- - z 0 PC 2 3 0 2, a1 / ss PG ,. — sL r �... 111 BF soD -z rr / as o T F I M QVI 3 KEY MAP -ra 31 I r SEE BUILDING PERMIT /AI7�lX' ..I PLANS FOR A/c uwr z - SOD - 1 S �F ! f � DTV SCREENING = sa a i l I AtlJ _`•. �.,./ VA LWi s1 i �� SOD -1 o Ice m r BF 14 1s n m �� SOD -1 Q fl SOD -2 SOD -2 BF nn SB SOD -2 QV 34 QV BF CC Z 3 83 s- 101 3 .� SOD -1 _ _ _ SOD -1 SOD-] k 75' PERIMETER TREE SPACING PER 42 CITY CODE REQUIREMENT TO CROSS - SEMINOLE TRAIL 21 a' 20' 40' 60' SCALE i " =zo' ■ 12 {•III !I MATCHLI HEETLI I Q �ll� 11 s Ovi p q� 12 q -SOD -2 ' IGO GAPS BETWEEN SHRUBS ALONG o 0 6262 JE / / / 6 T 0 BUILDINGS ARE TO ACCOM ODATE o EN TRANCE WALKWAYS FIELD ADJUST ' - 02 29 4] TZ1 �/ DV 31 11 SHRUB POSITIONING AS NECESSARY TD2 fi PHASE 1 SB 5 I sB a 13 63 NOTE: L3 FouNOAnoN nRe ROUND cB I cr G iANGE AL TIME OF BUILDING PERMIT DV OVi SUBMITTAL SOD- PC 31 2 ✓o CB E SCREENING SHRUBS FOR A/C UNITS 0 (TYP -): FIELD ADJUST AS NEEDED LE oP� / -SL i a _ 80 D1 LIM � SOD -2 — -- - z 0 PC 2 3 0 2, a1 / ss PG ,. — sL r �... 111 BF soD -z rr / as o T F I M QVI 3 KEY MAP -ra 31 I r SEE BUILDING PERMIT /AI7�lX' ..I PLANS FOR A/c uwr z - SOD - 1 S �F ! f � DTV SCREENING = sa a i l I AtlJ _`•. �.,./ VA LWi s1 i �� SOD -1 o Ice m r BF 14 1s n m �� SOD -1 Q fl SOD -2 SOD -2 BF nn SB SOD -2 QV 34 QV BF CC Z 3 83 s- 101 3 .� SOD -1 _ _ _ SOD -1 SOD-] k 75' PERIMETER TREE SPACING PER 42 CITY CODE REQUIREMENT TO CROSS - SEMINOLE TRAIL 21 a' 20' 40' 60' SCALE i " =zo' 12 !I MATCHLI HEETLI I Q �ll� 11 s Ovi p q� 12 q -SOD -2 PROVIDE 4' WIDE MULCHED /J ACCESS GAPS IN PLANTING BED TO ALLOW FOR VEHICLE EGRESS (TYPJ .. B 21 HE F 8 AS, SAY GAS SAR GR� ' IGO GAPS BETWEEN SHRUBS ALONG o 0 6262 JE / / / 6 T 0 BUILDINGS ARE TO ACCOM ODATE o EN TRANCE WALKWAYS FIELD ADJUST ' - 02 29 4] TZ1 �/ DV 31 11 SHRUB POSITIONING AS NECESSARY TD2 fi PHASE 1 SB 5 I sB a 13 63 NOTE: L3 FouNOAnoN nRe ROUND cB I cr G iANGE AL TIME OF BUILDING PERMIT DV OVi SUBMITTAL SOD- PC 31 2 ✓o CB E SCREENING SHRUBS FOR A/C UNITS 0 (TYP -): FIELD ADJUST AS NEEDED LE oP� / -SL i a _ 80 D1 LIM � SOD -2 — -- - z 0 PC 2 3 0 2, a1 / ss PG ,. — sL r �... 111 BF soD -z rr / as o T F I M QVI 3 KEY MAP -ra 31 I r SEE BUILDING PERMIT /AI7�lX' ..I PLANS FOR A/c uwr z - SOD - 1 S �F ! f � DTV SCREENING = sa a i l I AtlJ _`•. �.,./ VA LWi s1 i �� SOD -1 o Ice m r BF 14 1s n m �� SOD -1 Q fl SOD -2 SOD -2 BF nn SB SOD -2 QV 34 QV BF CC Z 3 83 s- 101 3 .� SOD -1 _ _ _ SOD -1 SOD-] k 75' PERIMETER TREE SPACING PER 42 CITY CODE REQUIREMENT TO CROSS - SEMINOLE TRAIL 21 a' 20' 40' 60' SCALE i " =zo' MATCHLI HEET L2 ��.wA — \ -. + „t .::: . .. i\ ,,.: a + + Qvz 1 0 u �� .. II 6 0 0 0 ICB Ni,•,.,� } _ 18 e � ii I. , 15 Ica 22 11 � 8 14 23 ° Q1 OO c I I SKI 6 ti � J I II I E 31 O3 BF� 19 " 14 SOD -2 A IRS I 2 G ICB BE 19 I S 6 I � a E3 R NOTE: SEE BUILDING PERMIT - �..., R SOD -2 ,,,. ,. .. ❑ A�`� R T ALL PLANTINGS AROUND BUILDING ARE SUBJECT TO CHANGE AT BUILDING PERMIT SUBMITTAL FOUNDATION TIME OF PLANS FOR A/C UNIT SCREENING QV1 ICB 1 SOD -2 ❑ I�.u. ICB I4 24 0 0 2$ 1 I n 21 F It 0 ° 11 PHASE N ° 8 Ice 14 Ij 5 2 11 LIT f SOD -2 j� SOD -2 F ' .,. .a ..r 31 i O 15 z 5OD 2 QR 2 S' A To • . Q V1 PHASE LIM 1 4 FP ovz 3 BE 31 ❑ ' v -2 vi J , a o SOD ,n m, e o 4 .; - SOD -2 + - - - - SOD- I - F _ - - - 1- - - B 2 p + 1 7s\ FIT CB 0 8 ]3 N BE 163 0 N I QVi o i 8 26 ° II m D OF - 2 g6LL BF 8 QV GAPS BETWEFN SHRUBS ALONG BUILDINGS ARE 0 z z -- - - T i T FAIL 0 ACCOMODA E ENTRANCE WALKWAYS LD ADJUST SHRUB POSITIONING AS NECESSARY I I I IB o _ SOD -2 BF E� I SOD -2 . m z 17 FP 47 23 v .�.� :. KEY MAP Qvi �o w 14 l i ° ry oil PHASE I o0 1� _, w Z 1 IcB 3I ° �I Q31 PHASE �� 01 o 18 Ivs 6 BE 24 I Ivs 27 0 28 l0 2 »i II 6 0 5 0 N 0 8 ICB 4 I / ' -, I I r SOD 2 O, BE ❑ - - ' R ��,. wv .vti I 7 a LIM a •: � QV2 SOD PHASE LINE T 32 O r I SOD-1 SOD -I SOD -1 —ice 75' PERIMETER TREE SPACING PER I QVi CROSS- SEMINOLE TRAIL CITY CODE REQUIREMENT a' 20' 40' 60' �.I SCALE: 1 °_ ❑' 11 SITE TRIANGLE BOUNDARY 30 TYPICAL ACCESSWAY SITE VISIBILITY TRIANGLE SCALE. 1" -10' ORANGE AVENUE 0 LANDSCAPE NOTES GE FLGRI A a 1 GR BETTER ACCORDING TG FILE CURRENT NURSERY 01 1 G,AF', ANN STANDARDS GESIGNATANS% AVED ORGUND PLAIN AREAS SHALL BE SDDDED: G=EE PLAN FOR SODDING "S' INIILI TO 11CIVI 11 LANDSCAPE AllUTlIPS=AL ALL MEETING IIEGIGATI ON, IT RS E, ALL BE IE..I�D 4 C, EN I E, A CON 'AC.. SHALL PC PLANT AID S AND HE INSTALL ED PRIOR TO LANDSCAPE ARCHITECT'S APPROVAL CONTRACTOR — BE SUBJECT TO RE OX C E AETUN I N AA HE MATERIAL AT THE LANDSCAPE ARCHITECTS REOVEST AND THE CONTRACTORS HE – 1/2" 2 - 1/2" ABOVE GRADE_ CONTRACTOR SHALL BE TH IN ON VOILS 7, CONTRACTOR SHALL PERFORM SOIL PECTS PRIOR TO CONSTRUCTION AND A.ENY WITH LIME AND SULFUR AS NEEDED ` CONTRA .. R 'HALL BE DESIGNS— 'OR FINE GRADING CIADING ITALL BE I—ECT TO THE A11101AL 01 THE LANDICA HE ARCHITECT 9, REFER TO LANDSCAPE SPECIFICATIONS (SHEET L6) FOR ADDITIONAL REQUIREMENTS IQ CONTRACTOR SHALL SUBMIT UNIT PRICES FOR ALL BID ITEMS 11. SOIL SHALL BE FREE FROM LIME ROCK AND CONSTRUCTION DEBRIS. 12 N THE EVENT OF A CONFLCT EN GUANPTIES REPRESENTED ON THE PLAN AS GUANRTIES SHALL _NTCL SHASIN ON THE PLANT LST THE 'LAN 11 CONTRA .. R I HALL M AN 'A N TREES CAN TRACTOR SHALL STAKE ALL TREES IF AESUI RED BY THE JURISDI "ON _ DR ONE FEAR, 14. PRIOR TO REMOVAL OF ANY TREES, THE TREES TO BE RETAINED SHALL HAVE PROTECTIVE TREE THE BA MAE SO 1 D IUANTInIS E GDANTTES ON TH L IN CLUDE1 SAID AND MULCH GUANT7 OF WHICH THE CONTRACTOR SHALL BE HELD TO AND 1JANTI s. I8. SUCCESSFUL BIDDER SHALL IF UP ALL MATERIALS IMMEDIATELY AFTER CONTRACT ASSIGNMENT. PC RI THE D �, wANN�CEE,^,,y� t F OR PLANT APPROVAL PRIOR TO DELVERY EITHER BY SAMPLES PHOTOS, OR NURSERY VISIT CSgYE,T""' "' jY PH TGT GAU COM CUT aulo BE HT ro�rHE ATTENn ON OF J IAL ACTION 18 CON 7 ACTOR I HALL AN TO 'ATE THE I F AROU ONG PERIMETER WILL BE COMPACTED TAN 'AGROTH, HEALTHY PLANT GROWTH PLANT SCHEDULE AFF AFF AFF A 0 AFF U SCALE 110' SCALE: 1/2" – 1' 4Y" NOTE: ALL PLANT MATERIAL WITHIN SITE VISIBILITY TRIANGLE BOUNDARIES SHALL BE MAINTAINED TO PROVIDE U NOBSTRUCFED CROSS- VISIBILITY AT A HEIGHT BEFW EEN TWO FEET AND SIX FEET ABOVE FINISHED GRADE PER CRY CODE A ) CCCOOocO CCO TA TA 1 / g SITE TRIANGLE - BOUNDARY \ / O AN 6 LANDSCAPE CODE REQUIREMENT NOTES \ NOTE: ALL PLANT MATERIAL WITHIN SITE 1) PER THE I SPRINGS LANDSCAPE CODE, A TOTAL OF G TREE VISIBILITY TRIANGLE BOUNDARIES M MN C REPLACEMENT ARE THIS E. SEE PL ANTIN G SHALL BE MAINTAINED TO PROVIDE NOTE: S WHICH FOR A SUM MARY OF THE PROPOSED D TOTAL OF 458 B R REPLACEMEME NT CREDITS REDITS WHICH MARY OF THE UNOBSTRUCTED CROSS- VISIBILITY THERE ARE TWO PLANTER BOWLS, ONE ON THE TOP OF E THE REQUIREMENT. _ J� ATA HEIGHT BETWEEN TWO FEET ANDSIX FEETABOVEFINISHED EACH OF THE TWO SHORT COLUMNS OF THE ENTRANCE SIGN, EACH BOWL SHALL BE PLANTED WITH THE SAME 2) PER THE CRYOF WINTER SPRINGS LANDSCAPE CODE, THE TOTAL NUMBER OF NORTH GRADE PER CITY CODE j PLANTING SCHEME. PRO POSED PLANTS SHALL BE COMPRISED OF A MINIMUM OF 50% NATIVE SPECIES. i OF THE 7075 TOTAL PROPOSED PLANTS (TREES, SHRUBS, GROUND COVER AND LITTORAL PLANTS), 5548 ARE NATIVE SPECIES. THIS CON STTTUTES 78% OF THE PLANTING SCHEME FOR ENTRANCE PLANT TOTAL, THUS EXCEEDING THE REQUIREMENT. TYPICAL STREET SITE VISIBILITY TRIANGLE SIGN PLANTER BOWLS 3) PER THE CITY OF WINTER SPRINGS LANDSCAPE CODE, TREES ARE PROVIDED AND SPACED EVERY 75' ALONG THE SIDE AND REAR PROPERTY LINES. SCALE 110' SCALE: 1/2" – 1' 4Y" NOTE: ALL PLANT MATERIAL WITHIN SITE VISIBILITY TRIANGLE BOUNDARIES SHALL BE MAINTAINED TO PROVIDE U NOBSTRUCFED CROSS- VISIBILITY AT A HEIGHT BEFW EEN TWO FEET AND SIX FEET ABOVE FINISHED GRADE PER CRY CODE I - GENEA ` A *BID B—CED I N� 5 GEC Col"T" oE EMTO'SA PLAN— "'ROG , I ' ' ", "L", I ILL ILIII ANI III AREA 1 11 IE AIEIII, GGE III AIALOI �I — LAIIINSI I—El AN — EAAABNGA ON ED IIIIIIES III IE LASSIAAIE I IG CE-11 IIIA.E I 1ABNLNA A TN4IEpoTT4ODG AID REPEUDI. PLIV 11 4LL CO— 1 III ALL 1EIEIIL 4" J4, 'EB, SAA NC I E A, III ALL ID '. C , AGC A I TO n OR E DO A' 11-L 4OGEIT—E DIIIII TIA PERIOD, TIE —S—PE 1.11AIT.A 114LL IGSISIE TIE ISIES-1- A' I—TI III II—INCED LAND3CAPE COSTIACTOE 5— 5— � "OG— AKE—OOS REPORTA I PERIOD IE P1IPIIE .1 TICIE IEP.ITI 11 TO ITATE III RININIIII 11-11-111 1.11111D IT 11 — LIIDIIIPI I'IpoB5 I L ` To NEP— —5E TO PRO � A A—A—E I LINE �O 1111 � IEPIII DIE TO RIIBPEI SO—NABIE BE TIE I—I 6 —LIA-EIT OF DEFECT " ILA— — DEAD PLANTS OA PLAN 7 5 ..... ... III IF "oIILE 11 5o ... L A I III OF 1EIL N� ANI .... EAZ1 E1'E`P'Z 1E TA I EITC, IPEI I A L ED ..... ON L ...... E 111 11T ILL IEILIIENEIT IL111 11ILL BE FIIG IIESJ NITALLES A � 1 GO ASS'GNAL I _ TO TIE A _ , AB, A 'ALL AE IIIIIITIII III DA "I—I ILL I1PLIIE11IT1 11ILL BEET GIIIIIL I — LISDA-1 IDS—STOG SOILL OW �� TIE -SER AID —B-11 4", 'IT T" _' " ON TO TIE EID 11 TIE __ NCE ", AS AID 1011 101111TEE I:L CI�T�I 11 IEIEIII I AT TIE END I, A, LL PLAV ARE DEAD GO IS-11141-1 A— BE REI—ED —IN — SEEII I I� III IDID-5 A PROTEC—, XE L COSTEAo"O4j�,4L,5PERGT41,CF I'LL— R ALI AN PIDARE AID N`ST4G ALL RUSS— MEN"A EoG TIE IRAN` IE _ .. L, 1E 114LL BE IELS IEIIOIIIL1 111 411 B—CE AN Noll FO I AT — G—O 41 1 IE11LT Al TIE I ISITSA GONCOIASI I IE L41DII41E 11114IT11 1EIC131 CARE I I GO I A AID GTO CA AID CIILEI I A I .. IF IITEIII 5"TE"56VEIED "I'L, E`EAD OE5 lBDEOoBC BE ERGO CANTIA-1 IIALL BE C ` STEREM ITO PLAIN N IES E I IRS I IIIIIIIIILE III IE --T ED I ASIA AN I I I —I (ARE IEIT.G 111) 2 SNo`D A` ABIE 7—BL' "A TEO 4L I 111 4 C OLD COG—TE, DO CIS A, —E A IEAI A AE EIIIIIIIER 1 0 1 NA _G AIE- T AN , — '"ALL 1E IERIIED F11" IE 111 11 TIE L41DI14PE CIII - 11 LAND5CARE COGFRACID 5— BE NEAP—�LC` PLAIT A I I A . TO I "'T" AN IT, III BE o' TO Iv ` TESTS, TIE LANDSCAPE CoN`ACFAI CML CIA" BE "' SILI I ALL AREA , " _ BE "ID, 1111 IOL TE— 41D _ NO NCIT 1ILEA � TI —C TO D—S" NE E No I IRA E CFO` 4IS BII1A ` 1 4 T AE 1 ` 1E . S Z"I1 ATFIST ON OP — LAND—PE A-1 'IT I ... L . .. EITI OR PL41 T "AIR 4L A __TOG A TIE -SEIj—DA14PE 4 NB'T I T E ""' "' ILL TOEEI ANS 11ILL BE 11 1 INLE" AIEIABIE BRIC—D AN, _ PLANT, "ALL BE IN 'EALT" III 11GO1.11, GALL IANIIED AID DENIILI 101BID —I 'I LEE' "El INILL IIIE BE LOPED — 111TER1 AID SIALL BE A, I "ACE AID AS "TC , ED. I LAIIII I RIAIIII.ISTI 11 ACI—AALI 1111 OF ILASTI. I—I RE II II A LA I .. III TO ITABIAIDI PLISTI IIALL BE ECIAL �A ON LAIDE1 — ALL EOTES 'HE I` C`EAD CAL-1 F 52E SPICF— I I085TAN— DEAIIGGI III TICIE REAbI 'EE— A SO G� BE App_ED I " LAID "APE ARCO TECT CAL P'A AD —E ING 5— BE I E ACORED DIE " AD DIE "OT"LL III TIEEI "" A IICIEI 11 11 L I EIC AID " A LL BE "ElloED I NOICA A.AIE IE I.RT BELL III TIECI ORDER C INI'll 'I AALIPEI ', PIT I BE ITEIIII. PLAITI IIILL BE PRINEIIS IPII AIR OIL IT IE IIIIIIIED 011L PLIVED A PLAI I-11ALI lITH IEIEIENIE TO REIAD IF 11—AT ..... ..... E"C"T" I FOI LAIRICAIIG IHALL AE CLAIIIAED ISDEI I NALLED AID SOILAIIED PLAITI 10 ALAIIIED SIALL BE BIG ST1 III" NEW4L ROAT 72 OE E— CO"�SG IMD T INS 41 TIOIE 0, 1 .. ET A NC I I A I I— TO NALODE ROST OE TIE —005 RO— TIE I— BALL IE —SE PL AN I .. LL BE ESCAPE _ PPED " ",L,p OECD """L AN D RE"AS IN"C"D AID "T OSTL A7 PLAN`D "' PLANTS SNA BE IIISLED IILI 11 — E4— BILL 41D NOT 11 — PL41T —LI I L N—ES ANN IIIIES PLASTI .111 CANNOT BE ALI— I"ENI-1 0P.G 0-- SHALL BE — ON — GDOOID AID I— BE *1 L PIONECTED PLANI 51ALL BE ET - -E I RLAP I AER STACT AND I 'E IONIC 5, 1 , NL I NICE" A CAS A 0 IN A 'NAL,N"EC, AN TIE I ORL I Al BE IOT I" " ILEILI IOIEIED 11 SOL DO— I " T' :P LEL ON.RA`ENNI'1' ED TO TIE ARLT, CIALL 0 E CORLA , A I w 0EIIRPIIE I CANIINER BRAIN PLA— A CON ` NER GROM PLEV CIALL OI`E BEEN GRAM IN CIN—EEA LAIIE ENIIIH AND F11 IIFFII ENT 1"E — _ 'COT A — Z HA,E OE"ELOPED *ILL 'N3CCH TO HOLD 7 AOL TIOE—I AND WHILE NO PLANI IIALL BE LOCH IN _ "ITA NER _NT, IAIE BECIRE RGOT BOOND OR EDR " CO TIE G.1 IIIE" A — LARSI 'OR TIE Ell I' _ O _ NER ' ILL — BE ACCEPTABLE I — —TANERI IIBLL BE GOT ANN OPENED IOLLI IN A "INNER 1111 A, W' NOT DAME 'E "IT """ AS NIA NER 'ROM PLAN" " ALL NOT BE REG DIED IRA" — ION I SIR IN I L , ""EDAILI EEIARI PLAN NO WIEN ALL DIE CARE CIALL BE IRIN TO PREAEST DA"AGI I TIE I— I� IIII PLAWI: NO NAII IDAT PLANTA IHALL NE OIID ONLEII A ED � GRONG BAD PLAVI NO BI—Al ILANI IIALL BE IED I PLANIND RATERIALI I TIP-L A O TOPICIL IIALL BE ERABLE LIA", TIIICAL .1 COLT—D TA11OL LIALLI. IINTANNI A T LIA' I I IEIIENI 11 DEIA11D IRIANO " AINCA T A 1— OCIIR A A IN A � NAT"AL —COL A, TO ABOD `ARAC"RIM OR BE —EN IRO" A IELL DRAINED ARABLI III T 11— BE REA1ONASL , "BE 0, SEES" AS, L 'TON " , ALONG , , NOOTA ON O—A OBIEC-4BLI E—SE00A " 4TTER OR DEBRA IT IIALL NET "_ I T'S, RTER ILE AND " ALL 'A AE AIESITI RANII .1 A' C 0 A 2 'WINTY INIL IRII — ARAII INICINCS AREAI IILL — BE CA E I SIL T'STI CIALL A' PEREMED AND AN4L`ZED ` A LABOR4— IEIIIEED 11 TIE I—E TEIINI 114LL NILODI 11RILT1 AND AREN .. NDREN T 'HALL 'E, E, A7 'PACE ED I IGNTIACTG1 ;'I'El'E�'NIONLO1 11LA011ITNI IIALELOLE�TITE�LAINEDLAANPIEI�AIE A" T _ AIIHITEIT Ell 1EIEW 1411ILE NZE D1Z%T N II IF 11L C01 A' PARTILEI IIALL 1— IN FN` RANGE FNI 'IND I—) NOT SAII —1 11 IF PAOICLII 1HALL N I I RANIE I A, I_ NET SIDE MAN EO 11 1AR11LEI IIALL 'ALL IN — RAN�E OLEIA 'AN l.2— — GORE TIAN 11. Cl PENTILEA IIALL — ILAI IN "1 14-1 ('I L ANAL_ III 1411ALE SEE 11ILL BE OBTAINED NIROA1 PRONEIT GE—IINICAL ENGINEER) 0 NILTCAION OR PERCOLATION RAI I' INL: DEIR10 LEIEL 11 2 PER OO,R E IGIL INE—AIGN PRIOR TI ILAINA "'A AND BI—ILL, AN IB."ENINI � TH PLANTNG, .. N 0'%4LL�4,�,—GNTH 4 GIHAAE 6 E-- I 'CITIZEN. 1EIOLZER 11— BE A CE"PL— SALANCII BLEND 1AR.1LAO OE II CO PAR F Op FIE ELE" ENI 5—L BE DER AED ERG" ORGAN I — AD RECO""ENDID "GRON—ENFA AOIN 11 "ACNEII " R, ASIDE, ZN, AA A R4N I 'OLF" F .. I 711EN IIALL 11 APPI I AIR A' TIRE AND TCEE AIIAI AT A Z2 PAND, I A , , OA. IIE FEET TH E ANPLETE FEOLZE, ANAL"" IH4LL AE 4PPIAIAD Al 'HE L-114PE 4IIH-IT 3 ROL" ONE A" "OLAH ANO PIE BE` IN NOIGE AHALL 8E CLEAN, IRNIT AND IREE 11 1EEDI DRIA 11.1 AND M I IS I A A , IANB, -TABLE I—A 'OR IE RINATION I' III SCS ILANINDS D—C — INOGNIAN DE GONA—C— A—L BE =D A N D I, A, _ LAND AE 'ONT ..... AIR HILL A IN IDE —ERINA EGIOP.Ell 5 E—EA AND STAGES AND `EE `A INALL BE PDIADED ACG'RDAN,E 11 TIE IENOREIENI 11 IA14111PI 1121 111IL'IR P111 I - EOEI-AN 301 PIEPIIITI.N A. INDERBIAIND ABITIIIIRNI I LINDIIAII IONTAAIT.R, IRIOR TO AINITROATION, SIALL IERAI ALL o' �"E EA I 'P' I RE" CA I 'E" IE LANIIIAPE IINTRAITIR 'E 'TER "ALL , PIIIDE 'LAN A AGAB NO LAIA ANN A, NDEBARCND 01-Es ANSCA I�LL LANC5CAPE CONTRACTOR I 5EC-NN —EDORA— LO— ONE ENAG ITIES P"L, 'ToT, A ... As _p"NE, E— , IT ETC, A I 'E ENT 'A' NASA oND ERIRlo ND CoNI "o" ON IIR I. oTo" LNEI 01 ING—CION GOT OF TH I ON I NA, I A, I ENIC, I NE", I ANI PLAN � I � E`CAAA T OND AL "INAT " LoCA T I A CIA LL BE IELECT' R ` " LAN I IIAPE A.. TET "ERE LICAIIN A CANN 'T BE CIANIED AND TIE I ol N - 1 1111 IN I— Z— 1,2",2 —OSICIN A,A I"" I S�T �TN OF � OOT t 1 2 ID111 101111NINI —H IRIDI. IN" B'R" "IN —1 .1 IRINA 1- Al B-1-1, N 2 _TAI I ' N . "H TRE"I NO I IN I ACIELL �STH -T CL, 2� C —A. (2" cal. and under) LARGE TREE PLANTING DETAIL N— A T I HE L DICAPE AIC A H ` I T ' M E O AHALL HA" Z I O'CHT A T TAN ITA E I 1E IPERAI NO. TO REIII ANI AND ALL IN AND IA , RAL ZT I IPENI� I /— AP—N, Do NOT BEET IE IIIIIEDEVS of IESE N, I ALL PLANTNo NALL BE PERSCORRED Al PERIONSEL 'A" LAI ILANINI IIIIEDIRE AND INS" TIE "PER" AN .1 A BIAL11D ILANING ID11"AN I ALL IN IHALL AODPLI — APPLIIAILE IADNEI III IE.ILAOINI. I — ABIN IIALL BE C—DIN—D — ATIER TOADEI TO IRRAINT CGN'L CI I I� SIBIT11I A I `E EAENT OE A OONELCT N—EEN CIANTICI IIAGIN AN ME PLANT — AND PLANIE _ _ "ALL I AN IARO 2 - IIADRI- 2A, ", TEIII I I NO"EIII—E — TREIN. -- AND PLASTA I— BE TROE TO NAG1 A5 EI'L I " " ASERCAN '_ CAR" IN OCR .. L ZAL NI"ENILATIRE PYALGATIN I—DARD PINTS SAN- ME DEIIINAID AITIINTI 'OR — DENIICA— IR AL IIALL ` THE AILI H II . A YI ND IA 'N'IL CILIIA TED 'LAN"- AND ALL SPEG"ENI IIALL BE TIIE TO TOCE, NA"E, ETI 11 DEIIIBED MEREN TADELLA T ' AND O T'G ADLL'N"LPAENC� I— BEN,�,�T5A�N,�J' AND PLAN' RE9�1L A�1, 'ET "R" I -E 'LoRDA DEPAR —ST I' Al'IoL AN TANIAORI Ell B111— PLANTI. PAITI AND 2 BILIDIN IDIAGNI. ON—C—C — BE REONAED. — ABATIOGTONG 5—L BE BEGRIED I I COLD A 0 D `ALL BE LAID I- III— AB—SO IONTA ITO A I"PED A SEAT, 0, NOT LEI' _ , ERET BE _ 'RADE AND NO LEI' TAl IR R—ED EIEN 10 RIACE I "ALL BE _ REPNBLT, 01 — I 'N"E' BELONG "To" 11 IALLI 01 1-1 —1 PLANT 'I PIRPERLI — LAND5CAPE CDSTRACIR �D BRNO — BAD EDGE I A I— CLEAN A BE I AT TIE REAIRED ARADE ERIC PIANO AND AREA A, A I I LA DIE " I I 'LEAN IAN I ILL BE EINLI APIL ED AIR IE E N`E I E1AAAA1ON 01 ILANON. ED1 AND /OR IL— IRLEI IIR,AE AND I A I ... L, IA "ED I , D NECE"AR, PEI III ON CLAPEN AS REN-ED TO PREAEST 5LPPAAE. IERILZE ALL CAN: I "ERE E"AA"N EN .. NTEII " All AL I— BIE A� — LE IN P"ND I TRIBES PER 'o, _ ARE ECE PLAW AR— — PINT —E E AAAA , AN, "ALL I E R" A _ I—BRIAL IN 51AIE I'DE1 AIIII11"A-1 IERTICAL 'LAN SNALL BE CEN"RED A� AN A' , ODAN 1 1,11 FIILI GIALTI IONTIAL IE DRAINII 1141" 1 10C A IREED NATORAL IISCEADE IIEAENON. TIE TREE IRA" IETTLIC A "ANICIANCE PIIRI TO INAL ACCEPTANCE. I Plo"C OF EA—A —EA — LAND5CAPE ON7ACTOI A PRO El A III _ ", DAAE 'ERE DA DIE I HAL.L LANDIAAIE CONTRACTOR IIALL IE.OAE TIE RA.A.ED TREE, IEN REPLACE T I INS AND C IS I ACCANDANCE IM — ISTI—IN O� ME LANDIIAPE All' TEIT AND E APPRP"ATE APE I . I _ ALL AT NI A ID T= "TT�"ALL"BEEM*NEERE�P�NI'�ILIT ' BE ME 'NDCAPE I DI IINTIAITII EF'NE) -ADE ALL —11APE AIEAI E—NA-1 ALL CIN`C` RDEO`AR � �DIEERLEANIDTCAP5 _' IT.NEI AND I MER DENIN TI ME IATIIACIIN 0 E AICIOICT NO PINT RATERIL 5—L BE AIR TED 0 N� L E NAL GRADE — BEEN E A TAB L5O ED, EN ` I 1 0 A 11 , IE DRANAE, .. PAC TED TO ME A EQ, RED DE A M AND A "BINCED ME LANDIIIIE ANSIONCIT ' 0 ' PLAN ILA— ' 7EN LA`R`NG N` 11 IN A PIEPAIED III IITI1 IIIH THAT NI I A L 01 5LGH ABRAE. ME LE`EL OE TIER PREA005 ORAISM AND IA ORSEVEI "C' Al T, PREI— ME 1— A PEARANCE TIE LANDICAPE 10—ACTORS -EN SET� A S�O%ELTRAGE ALLCAANCES 01 ANI ANTIIATED NET , E AN I.NDITONA ARE ANTIPATED , PLANTI I—L �E IEI I INIHEI 10 1 ININEI N-1 THAI N—AL 2, ME BAIRILL IIALL BE ABE — NAIAE —1A L AND I—L BE 11"Ll RIDDED AND "A"ED M AT No A I Po DO AN ME I'AN 0, IANC, APILED ATELI 1ION ILANING IIALL BE 5—CENT TA MAGH` A05TEN ALL IF THE AAA`F LLED EA A M PLA ,H A LL E EPT I A R—INED, AOT - , 1A , DO , I AN DI IN DIIATON IE EITAILI CHRIST 'E"D I _RN :F AND .. NO � I ME REIIISIBLO1 01 ME LANCIIAIE IINTIAITDI TI -WAS ALL ILA— IN A PLI.B, 0111— IDI— ON 'L M E END OE FO E GO AD A I TEE CEI ON STAGNO BOALL BE TIE O-Al OP ME LANDIIAPE CAN TIA1 T" ALMI 1 11 ALL DIIAIED PLA ITS "'OL "" ME LAID OP I "PER 5FAR NO AND — NO 5— 1 E REPLACED B� M E LAN .. APE A'NTRAO TAR AT I I EPENE I m E AIN ER ALL m BEE Go -El IIALL BE - LACDED I'M OCL— IA-1 RNARN I IIININC I ALL 8 ZEN 00 BAR ACED `OTS 5HALL BE CRT OFF 5"00— AND ME TOP, " A LL EE A "A LL BE DRONED I A RAISED C,"PL"N, 'TO ITANDARD 1ORTII—IAL IRACICE. A� ME IE PRINING 11 CIRCLE— — RE"A I NO 1 11— BE ALIE — GOT AORIAIEI A' ' SON I I "ARE I DA"E ER E TO AN AIPI.— 11""ERGAABLA"EME PA1N1T11NDIA1PALLN1NEG ` AEA T I D EE SIAPE AND APPEARANCE 11— BE DONE ONLI ONDER ME NIECTION 01 MI LANDIIAPI ARCO TEAT 2 IF ME END A� ME GOARANTEE PEROD. A� LE— . IERIENT 01 ME 'OOD RE", IN, ,ALL BE ALIC I "ILAHN 0 � TH 1 0 BE "ER AFTEO THE PLA—C. CH "A"I'AL IIALL I E 'N ADD_ APPLIED I A I I LOCIE M GINEII 11 A NCIEI FAI PNE E-A SNI-N-GETA AID 5' FIN PNE STEE" AAED THE ENT�IE IIEI IF ME BA"_ED I ILE " B" THE "_H IHALL BE "AINTAN ED IGNTNIOIILI IN PLACE INIL THE III IF INAL INIIICIAN I —ER ' NO, TO E LANDICAPE CAN "AC FOR CO ALL IRS TIN I E IA "INO III A, LIN I A, 11 NEIESAA , T, IR "ERL, E—B L SO ME NEI 'LAN T SAI CARE 3—L BE FARES TO PREAEST —Nm Al NEI III—OATION —RE 0 0 � AL AC I E PETT CONFROL T AP' I CEPTANIE ROGIRRENCE BIRERI EOLAR I BE E, LEA, ED CA A NE"ATADNES AND CANNEN-PROD16ND IINN, I—L BE TOEANCD I'M AIR... ATE A I DE (2" cal. and under) SMALL TREE PLANTING DETAIL AD— 'PO, ) DEEP 1111FOL M11 A AC I 1.1111D C A— NI EGA I IP1IF—IN1 SHRUBiGROUNDCOVER SPACING i PLANTING DETAIL G11 R-1. IS — ON 10AT ZONI a eASw III ADIIIII e I III A. I" III —IN I-1 11110IN— =1 A— RE—AL S—L NAT B� A—A A NAFA—D. -- --B ` ASK ' 1NL7TH ' I1N1NA AIL —11T ON IIIII—ID IAIL. I� EALL� A SHRUB PLANTING DETAIL 1 11 0 z C) z ti C/) C/) SHEET ORANGE AVENUE y MATCHLINE, SHEET IR3 REFER TO SHEET IR3 FOR SYMBOLS LEGEND M ORDER lD EwwNCE pEADABILItt OF TAE DRAWEES, LA IEE 5 LATERAL HAL L BE SRE9 I" OR LARGER ARE AL L li SHAL IHDEABTODD i1MT ALL -111 . DD I" NMS iME — EHAL '4'% D I" OR MEE FMPE A 51 E SP FA". ExDE D , M MI w - M I A SINGLE RAT R. H ROTOR OR BSBBLER, WIICN BW1L1 BE h ". I IIf T i'd ® 9 , Jim ; 0 20' 40' 60' SCALE: P =20' wareRre,ER. 0N NTER Be BM ORANGE AVENUE _ I m i o \ \ M OpDER 10 ENIIAIYE PEADABILIIY Gi i V-L A. �L�TµR 11 SIZES .. P ,.� y H NYDERSTDDD "' A I ED PIPE oI_E M FI0LF1 THE MD GATED I" OR R PIPE SHALL SE b . ExLEPf Fq[ E_ 9ERVM5 A SMSLE SPRAY HEAD. HMI ROTOR DR &!BEER WVICN BWYL BE 4 ^. g O 7 � � I w 7777Z=(D PHASE lk t PHASE 18 2 19 l PHASE LINE 7 KEY MAP 17 3 1 0 r v ! .n 0 u o0 3 RE aa� r L _ 9dE PR£ RSH 9HdW WDER PAVEPEMT RM2 DESIGN CLARITY ALL PIPE M PERVIgB AREAS WERE POSSIBLE. ..-- m.,_ -, GLNDSR1 4HWLD FOLLLTY D9IRIBYTKM IN RCYTMS M K- AREAS W EREVER PRALT GAL }• SLEEy£S ARE FCR CONVEYANCE DF WAEMS AIID - U. Q �� 10 � (TYPICAL) LONWIT IHDER PA�EFENi Vl l 0 20' 40' 60' MATCHLINE, SHEET IR4 SCALE: I " =2�' REFER TO SHEET IR3 FOR SYMBOLS LEGEND MATCHUNE, SHEET I Rl A-- 6 �.Aff I "IT,311INT' I FOR .—T— � — A. COORDINATED C R-- SYMBOLS LEGEND HUNTER PGF'-36V -R-10 POP-UP ROTOR HEAD 7 HU PGP-ADv-R-01 POP -UP ROTOR HEAD rz: V H PGS-ADv-R-01 SHRUB ROTOR HEAD HU ER E] P` J-O& _IRV-2,0 POP-UP MINI -ROTOR HEAD I" I.A.E. IT I-- ■ HUNTER FI.J-00-v-2.0 MINI SHRUB ROTOR HEAD HUNTE PRO S:0el-PR30-CV 6" POP-UP SPRAY HEAD W%EXCEMI— MKMW A—LE—AD-1 HU PROS 12-PRBO-CV 12" HI-FOP SPRAY HEAD ROloR DR &FREER TIN sNau BE h °. HUNTER INS7-00 SHRUB SPRAY HEAD iq HUNTER ICv-FS ELECTRIC VALVE, SIZE AS NOTED GATE VALVE (NOT IN IRR. WORK - SEE CIVIL DRAWINGS) HUNTER ACC--JSD-FT=D 2-WIRE DECODER CONTROLLER, EQUIPPED WITH SOLAR -SYNC WEATHER SENSOR MODULE HUNTER ICD-100 DECODER, I-CHANNEL l> HUNTER �CO-200 DECODER, 2-CHANNEL <�> HUNTER CD-400 DECODER 4-CHANNEL GROUNDING NE71JOW (SEE DETAILS) F. LJA7ER METER (TEMP. DOMESTIC - FUTURE RECLAIMED - SEE CIVIL DIJUGS.) FBI APPROVED 13ACKFLOW PREV. (NOT IN IRR. WORK - SEE CIVIL Du.*S.) PAVEMENT SLEEVE (NOT IN IRR. WORK - SEE CIVIL DRAWINGS) PURPLE PVC RECLAIMED MAINLINE (NOT IN IRR. WORK - SEE CIVIL DRAWINGS) PR200 PURPLE PVC S.W. LATERAL PIPING 4 KEY MAP M 0 M,y A" PIPE N PERU Lu4 — WERE PD94OLE 7m=7 CROSS SEMINOLE TRAIL 0 20 40 60 SCA LE: " = 20' C7 z Q � z �, d z a � � � a, � -- w ti �o�zo °� SHEET IR4 SEE COMPONENTS TO MATCH NLETSDE OF SPRINNLER CO SPP WE POST, FENCE, WALL, ETC. SHRUB Im V� VWHY Y ROTOR _ L / \I FINISH GRADE DEBRBiREE BACKFILL / COMPACTED T0 95X _ - -- 12' �✓ 18' , I LATERAL '✓ ;% DATAWRECONDUIF . i. J TOPOF MULCH KA -FLEX PVC FNISH GRADE 9%PR&YRC MODULE NCONTRODFR IOAWKAAFXwC FINIS-GRADE SHGRADE PEDESTAL -MOUNT CONTROLLER PVCTEEWRHFSOURET FSx MPT STREET ELL L HM ( PVC TOP\/� MME LATERAL LNE (AVOD ROOT BALLS) PVC LATERAL PVC x�k ; \ \X7 12'PVC FSx MPf — STREET ELL PVC ME � PVC LAIERALANE KAHREXwc PVC LATERAL LNE (AVOID ROOT BALLS) (LFNOIH AR REOD) 12k18'K4REX we 112'wC Fax MPT POP -UP ROTOR HEAD SHRUB ROTOR HEAD NSETIEA D3INTOPUMSFWMWAUSWNKS,GNB$Erc. 6 "POP- UPSPRAYHEAD sREETEu 12 "Hl -POP SPRAY HEAD (ALSO USED FOR MNHROTOR HEADS) (PAM FEERPND STPIIEAPPROVED COLOR -HEIGHT PER PANTING( (DO NOT WE SIDE INLET) (DO NOT USE SIDE INLET) SHRUBADAPIER�� AND SPRAY NOZZLE ON 1fSHRU B M4 I� SHRU 1 TREE ��RH� _ i —US 0 30—i FNGRAVIDORINDELIBLETAGWTTH CONTROLLER, ZONE, DECODER# RNISHGRADE &R.W.WARNING RENF �'C 10 SCHAD PVC RISER 1TA'SCH.DG 711D, PVC NPP VALVE BOX (FURPLECOLOIR) (STNffDWIANGLE IRON) TOP OF MULCH APPROVED SIN.�PVC CONNECTORS Tr ELL TOPOF MULC H fl wC TEE wC SS ELL 17 KA-REX wC hFNGiHA4 RLAD) PVC TO GGRRO0UUND SCAM RaNTLATE NIPPLE - PVCTEE DATA WRING � 3'PEAGRAVEL PVCMANLINE ELECTRIC CONTROL VAL PVC LATERAL LNE 12'KAFlE1( (AVOID ROOT &M LS) (LENGTH AS REOD) SHRUB SPRAY HEAD NSET I RBS,ETC. FVC LATERAL LNE � IpVD ROO LINE TREE BUBBLER HEAD oar ou sz HUNTERIRAIN NOZZLE PERFORMANCE BIRD CHART ( US EAPPROVEDBOXEXFEMIONFPEGUREDBYOEPTHOFBURML) R M (PPM RBERANOSTAIOEAPPROVFD OCLOLR- H3GHTPERRANTING( MIXAEI.SIIREDEMIHREBBTANCE f00HM8ORLE89 RUNGROUNDWIREASSTYWGHT ( IIN E SSFMUMOOTHERWSEBY0DNTROUHRMNRPAC —O AS POSSIBLE, WITH NO TIGHT BENDS MAZ ME REOEnmHRESWANCE11ONSORL 34 RUN GRWND WIRE AS STRAIGHT NNLESS REOUREDOTHERWBE BVCONRIO MANUFACTIRER) AS POSSIBLE, WITH NO TIGHT BENDS MARKER CAPS CONDUITTO /\ ORACCESSBOXES CONTROLLER CONTROLLER (Ag REQUIRED) \ / FINISH GRADE VALVE BOX CONTROL V MARKER CAPS WMEGODER _ ALVE ORACCESSBOXES WMECODER AS REQUIRED) � GRADE P SIXIN ( (U TO A _ CLUSTER) \ 8'0' CAD-WELD I n CAD -WELD CONNECTK)NS — I_ CONNECTIONS L CLAMPS) :[� _/ (ND CLAMPS) CONDUIT __ SWEEP in- WWERSET'GROUN� ELL 10'0' 'POWERSEP GROAN DING ENHANCEMENT MATERIALL f (MINIMUM) 10'0' SOLID GREEN PAIGE4'x N- CCOPPER yg SOLIDCOPPER GROUNDING PLATE GREENCOPPER 5/8' x 10' (TURN. W /PLATE) COPPERCLAD ROD ENHANCEMENT MATERIAL 88(MINIMUM) 10'0' SOLID GREEN PAIGE4'x0&'COPPER COPPER GROUNDING PLATE a SOAD GREEN COPPER W X 8' (TURN. WiPLATE) COPPERCIAD ROD TOPVIEW SIDEVIEW TOPVIEW SIDE VIEW GROUND ROD & PLATE INSTALLATION GROUND ROD & PLATE INSTALLATION (iNTENSNEENNROHMDIT) OBSERIEIIL PREVNWOCOD BIND REOWTNNB (FORDECOOERNSTALIATIONS) OBSERVE ILL PREMILINO CCDE80N0 REOUATIOxB JUNCTION TEE W13 -WRE ARRESTOR CONTROLLER POST, FENCE, WALL, ETC. (IF NO PRIMARY PROTECTION IN CO NTRO LLER) o PEDESTAL ELECTR ICAL JUNCTN)N BOX (SWITCH OPTIONAL) CONCRETE SLAB (PER MANUF. SPECIFIC GROUND ROD & PLATE (CAD -WELD CONN.) PVCC ONDUTT DATA/CONTRO 1 "'Wr' T V ES i aFxs oeE lxsTUi ®N I ♦ OCATDx ExPryEOTO xOwaei 8UNLIG BllfBOAT® FROM ROOF RUNOFTAND RRIDATION SENSORY / SELPBLESU PPIED WITH UNT -DO xOT CONTROLLER RtOMEDCISIEF COF -TO FINISH GRADE DEBRBiREE BACKFILL / COMPACTED T0 95X _ - -- 12' �✓ 18' , I LATERAL '✓ ;% DATAWRECONDUIF . i. GREEN COPPER 12W POWER WIRING 9%PR&YRC MODULE NCONTRODFR UNDISTURBED SOIL PEDESTAL -MOUNT CONTROLLER SOLAR -SYNC SENSOR INSTALLATION wi-IRED) OBSERAENL NVWUFAOMRFN'BREWIREMBRB &RECOMMENDATIONS TRENCHING DETAIL (USE CODE DEPTHS, IF GREATER) xER P AFNTa SxECOMMBRD4TxlNa S E RU Ma (P1IWWNG BAALL CONFORMM ELECTRICALCODES) 0 z _ 1-- z W ` Q I� O U] a, U] H W �a N/A to /2atl SHEET IRS I lie" VALVE INFORMATION SHRUB SPRAY 1.60 41 2" �1 � Q 2Q0`� 0Q`yw 2 p` �4 �P ^ P y0 I lie" 31 SHRUB SPRAY 1.60 41 2" 35 TURF SPRAY 160 2 2 ' 56 TURF SPRAT 1.60 42 I" 12 SHRUB SPRAY I &C 3 2" 26 TURF SPRAY IbO 43 2" 51 TURF SPRAT IbO 4 2" 56 SHRUB SPRAY 1.60 44 1 32 TURF SPRAY 160 5 2" 00 OW WATER REO O28 45 2" 60 TURF SPRAY IbO 6 2" 80 OW WATER REQ. 028 46 2" 37 SHRUB SPRAY 160 l 2" 52 TURF SPRAT 1.60 4T 2" 5T F SPAY TURF 1,60 8 2" 54 TURF SPRAY 1.60 40 lie" 25 SHRUB SPRAT I "o 9 1'Hz' 28 SHRUB SPRAY 1.60 49 35 TURF SPRAY 160 IO 2" 59 TURF SPRAY 100 50 I" 24 TURF ROTOR 028 11 2" 46 TURF SPRAY 1.60 51 38 SHRUB SPRAY 160 12 1 ' 29 TURF SPRAT 1.60 52 I" 23 TURF SPRAY 1,60 13 I" I9 SHRUB SPRAY ]Go 53 lie" 28 SHRUB SPRAY 160 14 1'iz" 40 TURF ROTOR 028 54 2" 42 TURF SPRAY 160 IS I" IS SHRUB SPRAY 1.60 55 2" 49 TURF SPRAY IbO 16 I�2" 25 TURF SPRAY 1.60 56 1 26 FeHRU5 SPRAY 160 IT 2T TURF R SPAT 1.60 ST 2" 43 TURF SPRAY 160 18 2" 14 TURF SPRAY 110 58 I 25 HRUS SPRAY 160 19 — 1 1 2E 29 SHRUB SPRAY 1.60 59 2" 50 I TURF SPRAY 16O 20 1" 21 T SPRAY 1.60 60 li 23 SHRUB SPRAY IbO 21 2" 51 TURF SPRAY 1.60 61 I" 20 SHRUB SPRAT 160 22 I" IT SHRUB SPRAY 1.60 62 2" 53 TURF SPRAY IbO 23 2" 80 TURF SPRAY IbO 63 "1 40 SHRUB SPRAT 160 24 1 29 RUB SH SPRAY 1.60 64 2" TS TURF SPRAY 160 25 2 69 TURF SPRAT LBO 65 2" 55 F SPAY TURF R 1,60 26 liy' " TURF SPRAY Ibo 66 1 10 SHRUB SPRAT IbO 2T 29 SHRUB SPRAY 1.60 61 2" 46 TURF SPAY R 160 26 IT, 33 OW WATER REO, 028 63 IT, 20 SHRUB SPRAT 160 29 FA 31 SHRUB SPRAY 1.60 69 I�2" 27 SHRUB SPRAY 16O 30 1" 16 TURF SPRAT 1.60 lO 2" 56 TURF SPRAY IbO 31 lie" 40 TURF SPRAY 100 TI lie" 34 SHRUB SPRAY 160 32 2" 46 TURF SPRAY 1.60 T2 2" B SPRAY IbO 33 liz" 31 SHRUB SPRAT Ib0 T3 2" B SPRAT IbO 34 2" 53 OW WATER REQ. 028 T4 I�2" F SPRAY 160 35 2' 6T TURF SPRAT 1.60 l5 2" F SPRAY .60 T6 F SPRAY FT"'F 3l I'�z' 36 SHRUB SPRAY 1.60 TT 2F SPRAY 3S 2" 45 TURF SPRAY 1.60 TS liz" UB SPRAT 39 I�2" 2T SHRUB SPRAY 1.60 T9 I�2" UB SPRAY 40 I'�T' 30 SHRUB SPRAY 1.60 SO 2F SPRAY IbO ` lOECOOER IS.'S TO BE RECOROEO BY INSTALLE R AS- BJILTS) GENERAL NOTES I. THE DRAWINGS ARE TO BE CONSIDERED COGRAMMATIC, AS IT MAY NOT HAVE BEEN P0551BLE TO ACCURATELY DEPICT THE EXACT LCCATION5 FOR ALL MATERIAL, OR ALL JOB5ITE ELEMENTS THE INSTALLER 'HALL BE EXPECTED TO MAKE MINOR ADJUSTMENTS ON THE SITE A' NEEDED- IN ORDER TO MAINTAIN COMPLETE AND ACCURATE —FAC AND MAINTAIN THE INTENT OF THE DESIGN, MODIFICATIONS WHICH INCREASE THE SPACING OF HEADS, OR DECREASE THE 51ZING OF PIPE, 5HC-L NOT BE MADE WITHOUT PRIOR CONSENT OF THE PROJECT MANAGER THE FINAL LOCATIONS FOR ALL MAJOR E- FI TENT- INCLUDING CONTROLLERS - VALVES- 5UFPLY CONNECTION5 MAINLINES ETC 5HALL BE DETERMINED IN THE FIELD STAKED OUT BY THE CONTRACTOR. USING THE DRAWINGS 45 A CHIDE APPROVED PRIOR TO INSTALLATION 2, ALL WORK SHALL BE DONE IN ACCORDANCE WITH PREVAILING CODES AND REGULATIONS, ALTHOUGH DUE DILIGENCE HAS BEEN EXERCISED IN THE PREPARATION OF THE DOCUMENTS TO AVOID CONFLICTS IT SHALL REMAIN THE RE5PON51BLITY OF THE INSTALLER FOR VERIFICATION AND CONFORMANCE TO THE PARTICULAR CODES FOR THIS LOCATION, THE INSTALLER SHALL OBTAIN ANY NECESSARY PERMITS, LOCATES, AND INSPECTIONS, 3. ALL LOW SHALL BE CLOSELY CCORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO AVOID CONFLICTS. THE INSTALLATION SHALL BE COORDINATED WITH ALL NEW AND EXISTING IMPROVEMENTS AND WITH THE ACTUAL INSTALLED BEDLINES, S P LIMITS, AND PLANT LOCATIONS, 4, THE INSTALLER SHALL BE FAMILIAR WITH ALL APPLICABLE DOCUMENTS, INCLUDING ANY WRITTEN SPECFICATICNS THAT MAY HAVE BEEN ISSUED. ANY CONFLICT FOUND BETWEEN THE VARIOUS DOCUMENTS SHALL BE SUBMITTED IN WRITING TO THE PROJECT MANAGER FOR DETERMINATION 5, ALL MATERIAL AND LABOR NECESSARY TO PROVIDE A COMPLETE, FULLY OPERATIONAL, AND GUARANTEED 5Y5TEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE 5PECIFICALLY INDICATED IN THE DOCUMENTS. THIS SHALL INCLUDE CONFORMANCE TO THE PEOUIREMENT5 AND RECOMMENDATIONS OF THE VA IOU5 MANUFACTURERS OF THE EQUIPMENT- AND TO APPLICABLE TRAINING AND CERTIFICATION OF INSTALLATION PERSONNEL. b. DISTRIBUTION MAINLINES AND THEIRA 550CIATEC 150LATION GATE VALVES, WATER METER AND BACKELOW PREVENTER ARE A FORTION OF THE CIVIL WORK. AND NOT INCLUDED IN THE IRRIGATION PACKAGE - BR ARE SHOWN ON THESE DRAWINGS FOR REFERENCE PURPOSES. mordineUOn IN THE FIELD WILL BE NECESSARY AS THIS 15 NOT AS -BUILT INFORMATION, T_ UNLESS SFECIFICALLr STATED TO THE CONTRARr, PIPING AND WIRING PASSING UNDER PAVED OR OTHER IMPERVIOUS SURFACES SHALL BE INSTALLED IN 5LEEV OF ADEQUATE 51 ZE AND STRENGTH_ 51 DEWPLK5 AND PECKS AND TURF PAVERS SHALL REQUIRE SLEEVING, EVEN IF NOT SHOWN ON THE DRAWINGS, ROADWAY SLEEVES ARE SIT WIN FOR COORDINATION PURPOSES ONLY, THESE SLEEVES ARE NOT PART OF THE IRRIGATION PORTION OF THE WOW, REFER TO CIVIL DRAWINGS, ALL SIDEWALK AND DECK SLEEVES ARE INCLUDED AS NEEDED IN THE IRRIGATION IUCRC DATA WRING AND ITS ASSOCIATED CONOWT5 AND PULL BOXES ARE INCLUDED IN THE IRRIGATION UUPSC &, ANY NEEDED ROADWAY SLEEVE WHICH EITHER CANNOT BE FOUND OR 15 DAMAGED BEYOND PRACTICAL USE SHALL BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY, ALONG WITH RECOMIMENDATION5 FOR CORRECT- ACTION 9, P TA/CONTROL WIRING SHALL BE RJUTEP WITH THE MAINLINE WHENEVER POSSIBLE, WIRING SHALL BE INSTALLED IN 1" PVC CONDUIT, AND WITH PULL BOXES AT NO GREATER THAN 250 INTERVALS ALONG THE RNJS. ZONE VALVE BOXES MAY BE COUNTED AS PULL BOXES, PROVIDED THERE 15 ADEQUATE ROOM FOR WIRING AND SLACK LOOPS OLTA/CONTROL WIRING 5HALL BE HUNTER ID -WIREI 14 -GAUGE TWISTED PAIR MADE SPECIFICALLY FOR USE WITH HUNTER Z-WIRE SYSTEMS, ANG SOURCED FROM HUNTER OR PAGE WIFE AWAY, CERTAIN ZONE VALVES MAY NOT BE INSTALLED DURING INITIAL PHASES OF CONSTRUCTION, BUT DATA WIRE LOOPS WITH SLACK AND VALVE BOXES SHALL BE INSTALLED AT ALL FROSPECTIVE VALVE LOCATIONS FROM THE OUTSET. 10, ALL SPRINKLER HEADS SHALL BE OF THE PROPER SIZE AND TYPE FOR THE LOCATION AND PLANT MATERIAL. HEADS SHALL BE INSTALLED IN THE PRESCRIBED MANNER PLUMB, AND WITH THE FROPER HEIGHT WITH RESPECT TO GRADE AND /OR PLANT MATERIAL, ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCES FROM ALL PAVING CSID—LOS WALLS, AND OTHER OBSTACLES, SO THAT DAMAGE TO EQUIPMENT DOES NOT OCCUR DURING SID—LOS NORMAL LANDSCAPE MAINTENANCE OPERATIONS ALL SPRINKLERS SHALL BE ADJUSTED TO OBTAIN OPTIMAL CC—AGE OF PLANT MATERIAL, WHILE (MINIMIZING OVERSPRAY ONTO WINDOUS, WALLS PAVING OR OTHER IMPERVIOUS SURFACES, PARTICULARLY WOOD WOW AND /OR TRIM. THE INSTALLER SHALL UTILIZE THE PROPER SPRAY NOZZLE PATTERN FOR THE LOCATION. AS WELL AS PRE55UR-- COMPENSATING HEACE OR SCREENS AND ADJUSTABLE- PATTERN NOZZLES WHEEB A FIXED PATTERN IS NOT SUITABLE TO CONTROL COVERAGE OR OVERSPRAY_ 11, RISER- MOUNTED HEADS SHALL BE INSTALLED WITHIN THE FIRST ROW OF PLANT MATERIAL, 50 THAT THE HEAD 15 PROTECTED AND CONCEALED BY THE MATERIAL, IT MAT BE REOUIRED TO RELOCATE HEADS NOT CONFORMING O THIS STIPULATION AFTER PLANTS ARE INSTALLED_ THIS SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER RISERS SHALL BE STLKEP AS SHOWN IN THE DETAILS, AND PAINTED A DURABLE FLAT COLOR, TO BE Ep UPON BY THE PARTIES. p TEMPORARY BUBBLERS FOR " I O � O � ` BE PRTETA ZONE "U"" PC B-0 ON ROTOR Z ON 13NSTALLER SHALL MAINTAN HELD TGE, EVEN IF ADJUSTMENTS TO HELA THE FIELD. VELCCTY N PIING SMAXMUM CONTROL YET IM'HALLBE ER ALL RELATED METHODS SHALL 4 BE AS REQUIRED BT HUNTER INDUSTRIES, WITHOUT EXCEPTION THE INSTALLER SHALL BE REQUIRED TO OL THE HUNTER FUEL SERVICE RE E COORDINATION WITH THE INSTAL D RE AT ULL R WAR CTI N SHALL B ORDED T H P L DATA /CONTROL WIRING SHALL BE PROPERLY TERMINATED IF NOT COMJEC EVIL _ I5. T UIL A EFERE WRPO ONLY, AS ACTUAL FOOTPRINTS MAY VART, THE INSTALLER SHALL MAKE FIELD ADJUSTMENT A5 NECE55ART TO COINCIDE WITH ACTUAL FOOTPRINTb. THE ZONE VALVES AND LATERAL PIPE 51ZING HAVE BEEN OVERSIZED IN AFFECTIVE AREAS TO FACILITATE THE ADDITION OF SOME HEADS -BUT THE POSSIBILITY EXI5T5 THAT ADDITIONAL ZONE VALVES MAY BE REQUIRED IN SOME LOCATIONS TO RESPOND TO SIGNIFICANT QUANTITIES OF ADDED HEADS, VALVE DEGODERS SHALL BE HUNTER ICD 5ERIE5, MULTI CHANNEL DECODERS MAY BE UTILIZED ON CLU PER5 OF ZONE VALVES GROUPED IMMEDIATELY TOGETHER ANY UNUSED CA INELS ON MULTI- CHANNEL DECODERS SHALL BE PROGRAMMED OUT OF THE DECODER DATABASE- S THAT THEY DO NOT OCCUPY NEEDED CHANNELS, IT, THE CONTROLLER SHALL REQUIRE A STANDARD 120 -VAC POWER FEED, WHICH 5HC-L BE HOCKED UP BY A LICENSED ELECTRIC(- IT 15 PREFERRED THAT A DEDICATED CIRCUIT BE PROVIDED FOR THIS CONNECTION A 3 -WIRE POWER INPUT EURZE ARRESTOR SHALL BE PROVIDED ON THE POWER FEED -AND A DEDICATED GROUND FOP PLATE NETWORK (SEE pETAILJ SHALL BE INSTALLED, HAVING A MEASURED EARTH GROUND RESISTANCE OF NOT GREATER THAN TEN (10) OHMS, ADDITIONALLY, GROUND ROD /PLATE NETUORKS SHALL BE INSTALLED ON INDICATED VALVE DECODERS THROUGHOUT THE NETWORK SEE PLANS FOR FURTHER INFORMATION, S THE CONTROLL EF SHALL BE EQUIPPED WITH A PROPERLY LOCATED AND INSTALLED HUNTER SOLAR -SYNC WEATHER SENSOR MODULE, THE SENSOR SHALL BE LOCATED IN SUCH A MANNER SO THAT IT IS UNOBSTRUCTED AND DIRECTLY EXPOSED TO NATURAL RAINFALL AND SUNLIGHT FROM ALL DIRECTIONS, BUT NOT TO RUNOFF WATER FROM ROOFS, ETC, 19, THE MINIMUM SUPPLY REQUIREMENT FOR THE SYSTEM AS PESIGNEP IS 150 -GPM AT 65 -PSI, 20, THE BTBTEIM WILL INITIALLY BE SUPPLIED BY DOMESTIC WATER SERVICE, BUT SHALL BE SWITCHED TO RECLAIMED SERVICE AS SOON AS IT IE AVAILABLE_ THEREFORE, THE SYSTEM SHALL BE CONSTRUCTED USING THE MATERIALS AND METHODS ASS OIATED WITH AND REQUIRED FOR A RECLAIMED WATER PROJECT 21, THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH ALL REOWEETENTS FOR THE WORK, AND TO CONDUCT H15 WORK IN A CLEAN, SAFE, AND 11ORCMANLIKE MANNER THE OWNER RESERVES THE RIGHT TO ACT TO PROTLT HI' PROPERTY AND THE OTHER PERSONNEL AT WCRC THERE, AND TO MAKE EMERGENCY REPAIRS OR TAKE CORREOTIVE ACTION IF THE INSTALLER DOES NOT FULFILL HIS OBLIGATIONS IN A TIMELY MANNER THE OWNER FURTHSR RESERVES THE RIGHT TO BACK -CHAR £ THE INSTALLER TO COVER SUCH EXPENSES, TO THE EXTENT ALLOWED UNDER APPLICABLE LAW. / Q z 1 I� 0 z c/) z W �a H N/A 10/2011 SHEET IRS IRRIGATION SPECIFICATIONS PART 1- GENERAL 1.01 DESCRIPTION A. Scope of Work: The work consists of instilling a complete automated underground initiation system as shown on the Drawings and hereinafter specified. The work shill include the furnishing dal labor, equipment, materials, permits, meeting and coordination time, and supervision in performing all operations in connection with the construction of the Irrigaton system. The Bidders are advised that all work will be performed In a thorough, proper, and professional manner, and that the Implementation of substandard or otherwise unapproved materials or methods will not be tolerated by the Owner. B. General Description: The irrigation system shall be constructed using the materials and methods shown on the Drawings and as called for in than Specifications. The system shat be constructed to grades and mcom to rems and locations as shown on the Drawings. Location of irrigation lines and equipment shown on the Drawings am largely diagrammatic. Major equipment locations shall be staked out by the Contractor and approved by the Owner Prior to installation. Location of all other equipment shall be as dow as practical to those shown on the Drawings. Piping locations shall also be coordinated to avoid conflicts with pavement, easements, proposed and existing planting and /or other obstructions. The construction of the irrigation system shall include the furnishing, installation, and testing dal piping from the Indicated service locations, lateral piping, fittings, sprinkler heads, swing joints, valves, controller equipment. wiring, all other pertinent materials and accessories. he removal and/or restoration of existing improvements, excavation and heckfill, and all other work in accordance with he Drawings and Spadficatioce, as required for a complete, functional, and fully warranted system Although anchilectual considerations; may result in some differences of criteria between vericus Dees of the pmjed, the Contactor shall maintain uniformity of construction methods and materials throughout. C. Relationship of the Documents: The Drawings for his project and these Written Specifications are to be considered totally integral, with neither considered complete without the other. The Bidders shat thoroughly examine and familiarize themselves with all the information contained in the Documents, and by submitting a bid for this work, agree to accept and be bound by all the provisions make in the Documents. Should a discrepancy adse between the Drawings and thew Specifications, the Drawings shal control, unless the Rem In question is part ofan Addendum, dated later than the Drawings. The Ownerorhlschoom Representative shall be immediately notified of any such discrepancies, and shall take any cormdve adion deemed naceseary. D. ANemate Products and Methods: Submittals shall be in three -ring bindere with various sections tabbed and properly indexed. Each item shal be marked ea acceptable to the General Contractor before the Engineer, Landscape Architec or the Consultant shall consider It for approval. PART2- PRODUCTS 2.01 MATERIALS A. General: The Contractor shat supply al material and equipment of the types and makes shown on the Drawings. No substitutloas shall be permitted without prior written approval of the Owner. The Contractor shall Inspect all matedal and equipment prior to Installation; any defective materials or equipment shall be removed immediately from the site and replaced with the proper items. All materials shall be new alt current production. Pipe shall be delivered to the site in full 20-foot lengths, and shall be dearly and permanently marked with manufacturer's name, daesification, and code reforencee. Any items used in the instalalion which are subsequently found to be defective, improperly installed, or not as specified herein and on the Drawings, shal lkswin be removed and replaced with the proper materials and equipment, and installed in the proper manner, ss interpreted by the Owner. Any work done or materials used for this purpose shall be provided by the Contractor at no cost to the Owner. All materials normally associated with the proper installation of the specified equipment, or required by the corresponding manufacturer of the equipment, shall be considered part of the work, regardless of whether every item is specifically specified in the Documents. In the event that less costly type of equipment is accepted for use on the project, or any equipment is omitted from the work, the Contractor shall discount the Contract amount (or I paid, shall fully refund the difference to the Owner) regardless at whether the action was initiated by the Owner or the Contractor. PART 3- INSTALLATION 3.01 GENERAL: A. Description: The Contractor shal Install a fully operational and warranted automatic Irrigation system. Any and all materials and prevalent methods necessary to do so shal be provided by the Contractor as part of this contract, even If not specifically called for in the Drawings andlor thew Specifications. The Contractor shat obtain all the necessary permits and inspections for his work, and shall be responsible for penalties or damages which may result from his failure to do w. The content and enforcement of codes and regulations may very from job to job, a change overtime bahveen Design and Construction. Information contained In than documents Is for reference purposes ONLY, and shall not be considered an absolute interpretation of prevailing requirements. The responsibility for researohing code requirements, and for conformance thereto, shall remain wky that of the Contractor. The Contractor shat NOT install any materials or perform any work that is (mown to be in violation of any standing code requirement or regulation, even 'd w directed by the Dasign Documents. Conflicts of this nature shook be brought immediately to the attention of the Project Manager using a written Request for Intonation'. has been established in a particular area, the Contractor shall, prior to beginning any excavation in the area, cause staking to be performed, and shal secure the approval of the Owner or landscape Architect of the finished staking. E —vation shall be open vertical constmodon sufficiently wide to allow free working space around the work Installed, and allow ample space for baciddling and tamping. Trenches for piping shall be out to required grade linea, and compacted to provide accurate grade and uniform bearing for the full length of the piping. Bottoms of benches shell be free of rode and other sharp objects. Unless specifically stated to the contrary, minimum depth of cover shat be 18' on data wire conduit, and 12" on lateml piping. Intersecdrkg pipes and those sharing a common ditch shal have e minimum of three inches deanauce from each other, and from other utilities. Initial backfill shall be pulver¢ad native soil, flee dforeign matter. Within four inches of the pipe shall be clean soil or sand. Remaining bacldill shall be compacted to dry density equal to that of adjacent undisturbed soil, and shot conform to adjacent grades without depressions, lumps, or other irregularities. In lieu of trenching, piping may be laid by plowing, using approved equipment and methods. The Contractor shal still abide by the minimum doemnces prescribed above. D. Rock Clause If the ground should be such that the Ombeclor encounters large rocks, debris, or other obstructions that cannot be trenched through or otherwise removed during the normal mum of wrimuctim, the Owner shall be notified, and a cost for excavation and ball with selected materials shat be negotiated. E. Pipes Pipe and associated fittings shal be as noted in the Drawings. Pipe shall be installed in such a manner so as to provide for expansion and contraction in emoNance with the manufactures published recommendations. Spigot ends of the pipe shall be firmly and completely seated in the fibigs. Angular defied im in the joint shall not exceed manufacturer's recommendations. Lines shall be flushed bdom Installation of heads. Heating and bending the pipe Is not permitted. Plpe shall be cut In such a manner so as to provide a dean, square mt free of chips, burs, or splitting. Pipe shall be laid using a deeper, primer, and cement (d solvent-weld) approved by the manufacturer of the pipe. As pipe is laid, installed pieces shall be restrained, so that slippage does not occur in previous joints. The Contractor shall monitor previous joints for slippage, until joints are set. Cemented joints shall be twisted one quarter tun as they am assembled, and excess solvent shall be immediately wiped away. F. Inspections: The Owner or his designated Representative may appear on site at anytime to make periodic informal inspections. Other persons, such as the Consultant or a representative of an equipment manufacturer may be included to offer comments. N it is determined that the provisions of the Documents or other requirements of the Work, Including the proper and warranted Installation day equipment, have not been compiled with, the Installer shal be directed to make Immediate and eatisfodory reparations. Upon Completion at the Work, the Owner reserves the right to schedule a formal walk- through inspection, at which a punchlist will be prepared, outlining hems of corm or deficiency that must be corrected prior to the Work being considered complete. Specific equipment performances, Installation methods, and other such criteria have been chosen for we in the design of this project and these shall be considered the basis for the Base Bid. The use of alternate equipment and/or methods shall not be acceptable without prior approval. Consideration shall be that which iven on for those materials and methods whose edormance most close hes 1. 9 y P y matc contained in the original Documents, and most reasonably mrres he inter of this design. Any modifications or other impact to this design, which may be necessitated by the submission of automate equipment andor methods, shall be dearly noted within the submittal, and subsequently acted upon by the Owner. The Bidders shall warrant that any bid submitted for my equipment shat include all materials and work necessary for the proper and fully warranted installation of the equipment, including, but not limited to, increased pipe or wire size, fdtings, mncrde, gavel, or any other associated materials and/or labor. After the Contract is awarded, any alternative material or methods that the Instalorwishes mnsidered shall he submitted in a written 'Request for Substitution", which shall Include full data for the proposed alternate, a cost difference (plus or minus) and a detailed reason for submitting the aftemate. E. Related Work Specified Elsewhere: Consult he Owner for documents pertaining to other trades relative to this work. 1.02 SUBMITTALS A. Requirements: Prior to commencement of work under this Contract, he Contractor shall submit sbk cuts of submittal data on all proposed materiala and equipment. This data shall include copies dal manufacturers' warranty information, including documentation deny extended weranties, Napplicable to his project. B. Existing Conditions: The Drawings show condi ions as they are believed to exist, but it is not intended, nor should it be interpreted, that the conditions shown constitute a representation by the Owner that the conditions actually exiet. The Contactor shall personally inspect the job site prior to bidding, to fully familiarize himwNwidi the nature of the work, and shal accept full responsibility for any loss sustained in a result of df cans between the conditions shown on the Drawings and any actual condition revealed during the completion otthe work (EXCEPTION: Rock Clause; Sce sewn 3.02.D.) The Contractor mal, prior to excavation, verify that location of any and all existing underground improvements, and shat take any action necessary to protect mid improvements during his work, and eliminate service outages. This may include, but not he limited to, existing irrigation. If the site mntains areas of protected wetland or other environmentally sensitive arms, the Contractor shall fully acquaint himself with the actual limits of these areas and any corresponding buffer zones, and shall make sure that the progress andor result of his work shall not impact these areas. These arms may not be excavated, drained, thrown into by sprinkies, used for equipment amens or storage, or otherwise disturbed in any way whatsoever. Any few or penalties assessed upon he Owner as a result of violations by the Contractor will be paid by he Contractor. If surface water or well are used, the Contractor shall be responsible for checking he irrigation water mum for minty, odor, stain or other objectionabla properties, and reporting he results to he Owner and Landscape Architect. This work should be performed as early ae possible, or at initial well drilling. C. Trenching and Backfilling: The Contractor shat be responsible for staking out the head locations on he project. When grading G. Record Drawings: The Installer shall be responsible for maintaining upgodate onaite record dr 'ngs during the progress of the work. Record drawings shat show all major deviations from the Construction Dmwings, and shall dmument wire routings, valve locations and designations, controller rent crossings splice boxes, put boxes and any other major equipment. Thew oneila dmmings shat be available for inspection at any time during execution of the work, and shall be compiled into a compote, legible and reproducible (or CAD)'Aa-Buill" dimming once work is compote. This completed drawing shall be provided to the Owner prior to Final Acceptance. H. Warranty: The entire system, including parts and labor, shall be warranted by the Installer for a period of not law then one yearfrom data of acceptance by the Owner. Manufactures' warrenties of greater than one year shall be fully honored for their duration. The Owner reserves the right to seek damages for improper or substandard work beyond the expiration of he warranty, to the extent allowed by law. 0 fn z_ o Q U z f ;, U C/) z a, 0 C/) W G a + j N/a lice /zap SHEET IR7 Attachment "B" THIS INSTRUMENT WAS PREPARED BY: Mark A. Grimes, Esquire Pohl & Short, P.A. 280 W. Canton Ave., Suite 410 Winter Park, FL 32789 (407) 647 -7645 AND SHOULD BE RETURNED TO: Anthony Garganese, Esquire Brown, Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32801 (407) 425 -9566 DEVELOPER'S AGREEMENT THIS DEVELOPER'S AGREEMENT (the "Agreement ") is made and executed this day of June, 2011, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (the "City "), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and MATTAMY (JACKSONVILLE) PARTNERSHIP, a Florida general partnership ( "Mattamy Homes "), whose address is 400 Park Avenue South, Suite 220, Winter Park, Florida 32789. WITNESSETH: WHEREAS, Mattamy Homes is the fee simple owner of (or has the contractual right to purchase) certain real property located within the City in Seminole County, Florida and more particularly described in Exhibit "A" attached hereto and incorporated herein by this reference (the "Property "); and WHEREAS, Mattamy Homes intends to develop the Property as a single - family residential (townhouse) community at a density of approximately one hundred seventy -one (171) units at a density of 9.97 units per acre, to be known as "Jesup's Landing" (the "Project "); and WHEREAS, pursuant to the approval of the City Commission on June 27, 2011, Mattamy Homes desires to facilitate the orderly development of the Project on the Property as depicted in that certain Conceptual Plan for Winter Springs Town Center - 17.15 Acre Townhouse Site prepared by Evans Engineering, Inc., dated March , 2011 and approved by the City Commission on June 27, 2011 (the "Conceptual Plan ") in compliance with the laws and regulations of the City; and Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 1 of 14 WHEREAS, the City Commission has recommended entering into this Agreement with Mattamy Homes for the development of the Project; and WHEREAS, in addition to Mattamy Homes' compliance with the City Land Development Code and the City Town Center District Code (together the "Code "), permitting and construction not in conflict herewith, the City and Mattamy Homes desire to set forth the following special terms and conditions with respect to the development and operation of the Proj ect. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1. Recitals The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2. Authority This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3. Obligations and Commitments In consideration of the City and Mattamy Homes entering into this Agreement, the City and Mattamy Homes hereby agree as follows: (a) Approval of Conceptual Plan The City hereby acknowledges and agrees that the Conceptual Plan is acceptable and was duly approved by the City Commission in compliance with the laws and regulations of the City. A copy of the Conceptual Plan is attached hereto as Exhibit "B" and fully incorporated herein by this reference. Mattamy Homes acknowledges and agrees that the Conceptual Plan was prepared with preliminary dimensions and that during the final subdivision and final engineering process such dimensions shall be surveyed, duly engineered, and provided to the City. As such, Mattamy Homes and the City agree that the Conceptual Plan is intended to be conceptual in nature and subject to reasonable adjustments at the final subdivision and final engineering phase in order to bring the Project into full compliance with the City Code. (b) Utilities The City hereby acknowledges and agrees that it currently has sufficient water and sewer treatment plant capacity available to service the Property and shall provide such services to the Project as depicted in the Conceptual Plan. Mattamy Homes shall install a six inch sanitary force main, to extend approximately 4,400 feet from a planned on -site lift station to the existing six inch force main located south of the Property near State Road 434 to serve the Property. All water and sewer improvements required on -site and off -site to service the Property shall be at Mattamy Homes' expense. However, to the extent any other properties utilize the force main constructed by Mattamy Homes, they will reimburse Mattamy Homes their prorated share of the force main prior to construction commencement. The City hereby agrees to provide a temporary construction easement along the southern border of Central Winds Park to facilitate the force main construction; provided, however, Mattamy Homes shall provide Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 2 of 13 the legal description for such easement. The terms and condition of said easement shall be in a form acceptable to the City Attorney. (c) Additional Non - Roadway Town Center Code Waivers Based on the Conceptual Plan and Mattamy Homes' agreement to the terms and conditions set forth herein, the City Commission hereby grants the following additional non - roadway waivers to the Town Center District Code pursuant to the special exception criteria enumerated in Section 20- 321(c): (i) In exchange for the green space north and west of the pool and around the existing pond, and the related amenities thereto (walkways, benches, trees, lighted fountain feature), as depicted on the Conceptual Plan, the northeast portion of the Property shall be utilized for a stormwater retention pond for the Orange Avenue Segment and the Property, rather than for the "Orange Avenue Park" as contemplated under the Code. (ii) The Project shall provide only pedestrian and non - automotive access to the adjacent high school property. (iii) The townhouse units shall be permitted to have a finished floor elevation less than twenty -four inches above the highest adjacent sidewalk grade. Mattamy Homes acknowledges and agrees that any deviation from the Town Center District Code not specifically enumerated in paragraph (c) above shall require separate city commission approval in accordance with the special exception application procedure and criteria set forth in the Town Center District Code. (d) Formation of Homeowners' Association Mattamy Homes hereby acknowledges and agrees that it intends to form a mandatory homeowners' association (the "Homeowners' Association ") for purposes of maintaining any and all common areas, landscaping, entrance signs, walls, fences, alleys, recreational areas and stormwater drainage facilities associated with the Project. A separate Declaration of Covenants, Conditions and Restrictions (the "Declaration ") will be executed and recorded among the Public Records of Seminole County, Florida to evidence the formation of the Homeowners' Association and establish its rights, duties and obligations. The Declaration shall be in a form acceptable to the City Attorney and shall require the Homeowners' Association, and the members thereof to be bound by the terms and conditions of this Agreement. (e) Buffer Walls and Fences; Trail Access Notwithstanding the requirements of Section 20 -417 of the Code, Mattamy Homes shall install (i) a six (6) foot tall wrought iron or similar fence along the southern boundary line of the Property which shall have at least three (3) pedestrian access points to the Seminole County trail, and (ii) a six (6) foot tall wrought iron or similar fence along the western boundary of the Property. The foregoing fences shall each be erected as soon as reasonably practical and prior to any Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 3 of 13 permanent vertical construction for the Project. Notwithstanding the foregoing to the contrary, access will be available at all times for emergency vehicles. All pedestrian access points to and from the Seminole County Trail shall be dedicated to the City on the Final Plat, and any Project gates will remain unlocked. (f) Signage The City hereby acknowledges and agrees that Mattamy Homes shall have the right, upon the full execution of this Agreement, to erect on -site construction signs, marketing signs and temporary signs (including up to four (4) "banner" signs) as described in Sections 20- 470(10), 20- 470(11) and 20- 470(16) of the Code, in locations reasonably acceptable to the City, which signs shall be permitted to remain for a period of nine (9) months from the date hereof Mattamy Homes shall thereafter have the right to erect permanent Project identification signage at the main entrance to the Project, which shall consist of lettering attached to the two pier and garden walls spelling "Jesup's Landing" (total signage dimensions to be approximately 1 foot high and 11 feet wide) as depicted on Exhibit "B" which is attached hereto and fully incorporated herein by this reference. Any construction signs or marketing signs erected on the Property shall not exceed sixty -four (64) square feet in size (total on- site). The City hereby acknowledges and agrees that the Property shall not be subject to the fourteen (14) day limitation on the erection of temporary "banner" signs as provided in Section 20- 470(16) of the Code. Mattamy Homes and its successors and assigns shall maintain all of the signs erected pursuant to this Section 3(h) in a good condition and state of repair. (g) Sidewalks All sidewalks shall comply with the Code (minimum six (6) feet) except the sidewalk to be located around the lake and to the pedestrian access located at the southwest corner of the Property as depicted on the Conceptual Plan shall be a minimum of eight (8) feet in width. Further, a twenty (20) foot emergency stabilized path shall be constructed at the southeast corner of the Property and shall be stabilized to facilitate emergency vehicle access. In addition, the Declaration shall establish easement rights in favor of the Homeowners' Association to permit sidewalks to extend into individual townhouse lots as depicted in the Conceptual Plan. (h) Model Units /Sales Office Prior to the recording of the final plat, the City agrees to permit Mattamy Homes to construct model townhouse units under the following conditions: (i) The model townhouse units shall be contained in a single building (the "Model Building ") and shall not exceed six (6) individual units. (ii) The model townhouse units shall remain under Mattamy Homes' ownership and control until such time as the final plat is recorded by the City and a final certificate of occupancy for each unit is issued under the conditions set forth below. In other words, Mattamy Homes shall not contract for sale, sell, or lease any of the individual model townhouse units until such time as the City Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 4 of 13 approves and records the final plat for the Project and issues a final certificate of occupancy for each unit. (iii) The model townhouse units shall be constructed in a location reasonably acceptable to the City. Vertical construction shall not commence until stabilized access and fire protection is available. (iv) Prior to the model townhouse construction, the model townhouse units shall be duly permitted by the City in accordance with all City Codes. As part of the building permit application, Mattamy Homes shall submit, along with all construction plans for the townhouse units, a duly certified boundary survey which shall depict the location and legal description of the model townhouse site and each individual model townhouse lot. Mattamy Homes acknowledges and agrees that this legal description is intended to coincide with the eventual location of the townhouse lots as depicted and legally described on the final plat. Mattamy Homes assumes full and complete responsibility and liability in the event that said legal descriptions do not conform to the lot lines required by the City in final plat. (v) At such time the City Building Official completes and approves a final inspection of the model townhouse units, the City will issue a temporary certificate of occupancy. Said temporary certificate of occupancy shall be issued for the Model Building as a whole, not by individual units. Occupancy of the townhouse units shall be limited to the sale and marketing efforts for the Project. In addition, Mattamy Homes shall have the right to utilize one garage in the Model Building as a temporary sales office. (vi) At the request of Mattamy Homes or at such time the Project development is completed, whichever occurs sooner, Mattamy Homes shall file a re- conversion permit application requesting that the model townhouse units be converted into permanent residential units and the City shall issue individual certificates of occupancy for each model townhouse unit; provided, however, the final plat is approved and recorded by the City and the City Building Official determines that the units are suitable for permanent residential occupancy and in compliance with the City Codes. (i) Trash/Refuse Service The City hereby agrees that trash and refuse pickup will be provided for each individual residential unit, therefore no Project dumpsters will be located on the Property as otherwise required pursuant to Section 9 -280 of the Code. 0) Platting Mattamy Homes shall be required to plat the Property in accordance with Section 9 -75 of the Code. Neighborhood Lane and Neighborhood Street which are perpendicular to the trail shall be depicted on the Plat extending to the southern boundary of the Property. Mattamy Homes shall submit a proposed lighting plan to the City contemporaneously with its submittal of the proposed plat, unless the applicable Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 5 of 13 information is received from Progress Energy in time to submit such plan at the time final engineering plans are submitted. (k) Wetlands The City hereby acknowledges and agrees that Mattamy Homes has sufficiently addressed the City's Comprehensive Plan requirements with respect to wetland impacts and preservation. (1) Recreational Area Mattamy Homes shall be required to provide recreational areas within the Project in accordance with the Conceptual Plan. (m) Stormwater Pond Maintenance Berm The City hereby agrees that Mattamy Homes shall only be required to maintain a six (6) foot maintenance berm around the Project retention pond rather than a ten (10) foot berm as required pursuant to Section 9- 241(d)(3) of the Code. (n) Impact Fee Credits The Orange Avenue improvements were completed and accepted by the City Commission on May 14, 2007, and the transportation impact fee credit available to Mattamy Homes is $358,750.00. (o) Orange Avenue — Undergrounding Utilities In conjunction with the construction of Orange Avenue, Mattamy Homes shall underground all existing utility lines running along the property's Orange Avenue frontage (south side only). Transportation impact fee credits are not available for undergrounding utilities (p) Construction Truck Route Mattamy Homes acknowledges and agrees that the City desires to keep construction truck traffic along Tuskawilla Road north of State Road 434 to an absolute minimum, especially over the brick paved portion of Tuskawilla Road. As such prior to the commencement of Project construction, the City shall determine (with the assistance of Mattamy Homes), an acceptable transportation route to and from the Property for all large construction trucks and heavy machinery (e.g. dump and concrete trucks). The City's determination shall be memorialized and delivered to Mattamy Homes in writing. Mattamy Homes shall provide a copy of said determination to all construction companies working at the Project. At all times, Mattamy Homes shall require all such trucks to utilize the transportation route selected by the City. The City may modify the transportation route at any time by providing written notice to Mattamy Homes. Mattamy Homes agrees to indemnify and hold harmless the City for any damage occurring to any City roadway located within the Town Center north of State Road 434 which is caused by any large construction trucks servicing the Project. (q) Eastern Alley. The Alley located along the eastern boundary of the Property as depicted on the Conceptual Plan shall be subject to a cross - access easement which permits the adjoining property to use said Alley for pedestrian and vehicular traffic at such time the adjoining property is developed. The cross - access easement shall ensure connectivity between the Project and the future development project of the adjoining property and shall be in a form acceptable to the City Attorney. Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 6 of 13 (r) Other Code Deviations. Excluding the deviations from the Town Center District Code which are addressed in paragraph (c), Mattamy Homes acknowledges and agrees that the only other deviations from the City's Land Development Code authorized by this Agreement are: (h) (i) The posting of banner signs in the manner provided in paragraph (ii) Permission to construct model homes prior to the recordation of the final plat as set forth in paragraph (h). (iii) Permission to require individual trash pick -up instead of dumpsters and permission to require submittal of a street lighting plan with final engineering /subdivision plans as set forth in paragraph (i). (iv) The requirement of a six (6) foot wide maintenance berm around the stormwater pond as set forth in paragraph (m). (s) Decorative Regulatory Siege and Lighting Prior to issuance of certificate of completion and acceptance of the infrastructure, MATTAMY HOMES and the CITY shall enter into a separate Use and Maintenance Agreement outlining responsibilities related to the decorative street lights and signage, including but not limited to, the cost differential between maintaining standard street lights and signs and the decorative street lighting and design requirements of the Town Center Plan. Said agreement shall substantially conform to the standard decorative street light and signage form agreement that was previously approved by the City Commission to be utilized on a citywide basis which shall be assignable and run with the land. MATTAMY HOMES acknowledges that prior to turning the homeowner's association over to its members, MATTAMY HOMES will assign the Use and Maintenance Agreement to the homeowner's association for continuation of obligations related thereto. (t) Orange Avenue Park Mattamy Homes shall be permitted to utilize the northeast corner of the Property (depicted as "Orange Avenue Park" in the Code) for stormwater retention, with sufficient capacity to accommodate the volume of stormwater runoff generated by the Orange Avenue Segment and the Project; provided, however, the use of such area shall meet the requirements of Chapter 5 - Tree Protection and Preservation - of the Code. Any other deviations from the City's Land Development Code shall require separate approval from the City Commission by development agreement. 4. Representations of the Parties The City and Mattamy Homes hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Mattamy Homes and recorded in the Public Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 7 of 13 Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto and the Property in accordance with the terms and conditions of this Agreement. Mattamy Homes represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property and the Homeowners' Association, and the members thereof, to the terms and conditions set forth in this Agreement. 5. Successors and Assigns This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Mattamy Homes and their respective successors and assigns including, but not limited to, the Homeowners' Association and the members thereof. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 6. Applicable Law This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 7. Amendments This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 8. Entire Agreement This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and Mattamy Homes as to the subject matter hereof. 9. Severability If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 10. Relationship of the Parties The relationship of the parties to this Agreement is contractual and Mattamy Homes is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 11. Sovereign Immunity Nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's potential liability under the state and federal law. 12. City's Police Power Mattamy Homes agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 13. Interpretation The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 8 of 13 14. Permits The failure of this Agreement to address any particular City, county, state, and /or federal permit, condition, term, or restriction shall not relieve Mattamy Homes or the City of the necessity of complying with the law governing said permitting requirements, conditions, term, or restriction. 15. Third -Party Rights This Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 16. Specific Performance Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 17. Attorney's Fees In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. 18. Development Permits Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve Mattamy Homes or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if Mattamy Homes is in breach of any term or condition of this Agreement. 19. Termination. The City shall have the unconditional right, but not the obligation, to terminate this Agreement, without penalty, if MATTAMY HOMES fails to apply for and to obtain infrastructure permits for roads, sidewalks, water, sewer, utilities and perimeter fencing, and to re- commence construction of the Project within two (2) years of the effective date of this Agreement. Before the City terminates this Agreement, the City shall first provide Mattamy Homes a Notice of its intention to terminate, and permit Mattamy Homes to provide proof of its compliance with these terms within 30 days of its receipt of Notice. In the event Mattamy Homes is unable to provide satisfactory proof of its compliance with these terms, the City may record a notice of termination in the public records of Seminole County, Florida. 20. Notices. Any notice required or allowed to be delivered hereunder shall be in writing and shall be deemed to be delivered when: (a) hand delivered to the official hereinafter designated, or (b) upon receipt of such notice, when deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, or (c) one day after deposit with a nationally recognized overnight courier service, e.g. Federal Express, Purolator, Airborne, Express Mail etc., addressed to a party at the other address as specified below or from time to time by written notice to the other party delivered in accordance herewith. Mattamy Homes Mattamy (Jacksonville) Partnership Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 9 of 13 Steven A. Parker 400 Park Avenue South, Suite 220 Winter Park, Florida 32789 Attention: With a copy to: Mark Grimes, Esq. Pohl & Short, P.A. 280 West Canton Avenue, Suite 410 Winter Park, FL 32789 (407) 647 -7645 (407) 647 -2314 (fax) City: Kevin Smith City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Telephone: (407) 327 -5957 Fax: (407) 327 -4753 With a copy to: Anthony A. Garganese Brown, Garganese, Weiss & D'Agresta, P.A. 111 N. Orange Ave, Suite 2000 Orlando, Florida 32801 Phone: (407) 425 -9566 Fax: (407) 425 -9596 21. Special Effective Date; Termination, Escrow and Recording Provisions. (a) This Agreement shall become effective only between the City and Mattamy Homes upon approval by the City Commission and execution of this Agreement by both parties hereto. This Agreement shall not be binding upon or run with the Property until recorded by the City Attorney pursuant to the escrow terms and conditions stated herein. All prior City Developer's Agreements recorded in the Official Records of Seminole County, Florida upon the Property shall remain binding upon the Property until terminated by the City by recording this Agreement or some other recordable instrument expressing the City's desire to so terminate. Nothing herein shall be construed as the City abrogating, waiving, or releasing any rights the City may have against prior developers or sureties under or through any prior developer's agreements recorded against the Property, or as abrogating, waiving, or releasing any rights or claims that the City may have against any surety that previously provided the City with a bond or letter of credit as a result of any prior development project approved by the City for the Property. Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 10 of 13 (b) Upon execution of this Agreement by the parties, the original Agreement shall be delivered to the City Attorney who shall maintain the Agreement in escrow until authorized by the City, in writing, to release the Agreement in accordance with the provisions of this Agreement. The City and Mattamy Homes agree to indemnify and hold harmless the City Attorney in the performance of the written escrow instructions received by the City Attorney and set forth in this Agreement. (c) Upon this Agreement becoming effective between the City and Mattamy Homes, Mattamy Homes shall have eighteen (18) months in which to complete and obtain City approval of the final plat and final engineering plans for the Property consistent with the terms and conditions of this Agreement and to provide the City with a letter of credit (or other form of security deemed acceptable to the City) ensuring that all public infrastructure and improvements required by the final plat and final engineering plans will be completed and maintained in accordance with this Agreement and City Code. In the event Mattamy Homes fails to obtain said approval and provide such security within this time period, this Agreement shall automatically be deemed void ab initio and the parties shall have no further rights or obligations hereunder. Further, the City Attorney shall release the Agreement from escrow to the City for public record archive purposes only. (d) However, if Mattamy Homes timely obtains approval of the final plat and final engineering plans and provides the City with a the aforementioned letter of credit (or other form of security deemed acceptable to the City) within the eighteen (18) month time period, the City Attorney shall be authorized to release the Agreement from escrow and record this Agreement in the Official Public Records of Seminole County, Florida. Upon recordation of this Agreement, the Agreement shall be deemed binding upon and shall run with the Property, and all prior development agreements recorded against the Property by the City shall be deemed terminated, and of no force and effect, including the Developer's Agreement between the City of Winter Springs and Barclay Woods II, LLC, a Florida limited liability company, as recorded in Official Records Book 5643 at page 1555, the prior Phase I Site Development Permit Agreement between the City of Winter springs and Barclay Woods 11, LLC, a Florida limited liability company, as recorded in Official Records Book 5735 at Pages 422 -430, and the prior Developer's Agreement between the City of Winter Springs and Chan Q. Nguyen and Ngan M. Nguyen, as recorded in Official Records Book 4799 at Pages 1715, to the extent that they impact the Property. The termination of the prior Developer's Agreements shall not be construed as the City abrogating, waiving, or releasing any rights or claims that the City may have against any surety that previously provided the City with a bond or letter of credit as a result of any prior development project approved by the City for the Property. [Signatures Follow on Next Pages] Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 11 of 13 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. ATTEST: By: Andrea Lorenzo Luaces, City Clerk CITY SEAL STATE OF FLORIDA COUNTY OF SEMINOLE CITY OF WINTER SPRINGS Charles Lacey, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida, only. Dated: M. Anthony Garganese, City Attorney for the City of Winter Springs, Florida Personally appeared before me, the undersigned authority, Charles Lacey and Andrea Lorenzo Luaces, well known to me to be the Mayor and City Clerk respectively, of the City of Winter Springs, Florida, and acknowledged before me that they executed the foregoing instrument on behalf of the City of Winter Springs, as its true act and deed, and that they were duly authorized to do so. Witness my hand and official seal this day of June, 2011. (NOTARY SEAL) Notary Public My commission expires: Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 12 of 13 Witnesses: MATTAMY (JACKSONVILLE) PARTNERSHIP, a Florida general partnership By: CALBEN (FLORIDA) CORPORATION, a Florida corporation, its general partner Print Name: By: Steven A. Parker, President Print Name: Print Name: Print Name: STATE OF FLORIDA COUNTY OF ORANGE By: MBC (FLORIDA) CORPORATION, a Florida corporation, its general partner By: Steven A. Parker, President The foregoing was acknowledged before me this day of June, 2011 by Steven A. Parker, in his capacity as President of Calben (Florida) Corporation, and in his capacity as President of MBC (Florida) Corporation, each in its respective capacity as general partner of Mattamy (Jacksonville) Partnership, a Florida general partnership, on behalf of said general partnership, and who [ ] is personally known to me or [ ] who has produced a Florida driver's license as identification. NOTARY PUBLIC My Commission Expires: Development Agreement Mattamy (Jacksonville) Partnership / City of Winter Springs Page 13 of 13 EXHIBIT "A" Legal Description Parcel 1: Lot 15, Block B, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat Book 1, Page 5, of the Public Records of Seminole County, Florida. Parcel 2: Lot 16, Block B, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat Book 1, Page 5, of the Public Records of Seminole County, Florida.