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HomeMy WebLinkAbout2013 02 06 Public Hearing 503 Grandeville Final Engineering Plans REVISEDPLANNING & ZONING BOARD AGENDA ITEM 503 February 6, 2012 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department - Planning Division requests the Planning & Zoning Board/Local Planning Agency hold a public hearing for the approval of 1) Final Engineering Plan, and 2) three Special Exception requests from the requirements of the Town Center District Code for Grandeville at Town Center, a 244 unit, 4-story apartment complex located adjacent to City Hall at the northwest corner of the intersection of Doran Drive and SR 434. SYNOPSIS: The applicant, LeCesse Development Corporation, is requesting approval of a Final Engineering Plan for Grandeville at Town Center, a 244 unit, 4-story apartment complex. The subject property is 4.78 acres in size and is located in the T5 zone (Urban Center Zone) of the Town Center. The proposed apartment complex is designed as a "Texas Donut." This is a popular design concept that is utilized in urban areas such as the Winter Springs Town Center. In the "Texas Donut" design configuration, apartment units are constructed around the parking garage and the amenities, so each are internal to the development and are not visible from the surrounding areas. The building architecture presents a structured, walkable frontage to the streets. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Town Center District Zoning: T-C (Town Center District), T5 (Urban Center Zone) APPLICABLE LAW &_ PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Town Center District Code February 6, 2013 Planning & Zoning Board, Item 503 Page 2 of 5 CHRONOLOGY • March 16, 2012 — application submitted for Conceptual Plan detailing the construction of a 244-unit, 4-story apartment complex. • May 29, 2012 — Conceptual Plan approved. • November 19, 2012 — Aesthetic Review approved. DISCUSSION: Grandeville at Town Center is a 244 unit, 4-story apartment complex on 4.78 acres in the T5 zone (Urban Center Zone) of the Town Center. Once constructed, the building will have a density of 51 units per acre. Vehicular access to the site will be via an Edge Drive that runs along the rear of the property. Currently this is a dirt road that connects City Hall to Doran Drive. During construction, the applicant will improve this road to Town Center standards. This access point will lead vehicles into a multi -story parking garage where parking will be provided for residents and visitors in addition to on -street parking spaces that will be provided on Doran Drive. As previously mentioned, the building is designed as a "Texas Donut," which means the apartment units will be constructed around the parking garage and amenities. In relation to the Town Center Code, the apartment units will be contained within a liner building that is intended to shield the parking garage and amenities from view of the surrounding area. The applicant is proposing amenities such as a tot lot, a swimming pool, a putting green, grills, cabanas, a fitness center, and community room. As part of the "Texas Donut" design concept, these amenities will be constructed in the courtyard of the building, with the apartment units being constructed around the perimeter of the amenity area. In addition, pedestrian access points (for Grandeville residents) leading to the interior of the building will be provided along the SR 434 and Doran Drive frontages. The main frontages of the building will be oriented toward SR 434 and Doran Drive. The building will have a setback of zero feet along SR 434 and Doran Drive. A zero foot setback is encouraged in the T5 zone of the Town Center and is reflective of historic downtown layouts. A 4-story building constructed to the right-of-way line will help to further create the urban sense of place that has began to materialize along SR 434 with the completion of previously approved projects such as Jesup's Reserve. With this building constructed to the right-of-way line, it will help further turn this portion of SR 434 into the urban boulevard that was envisioned in the Town Center Master Plan. The proposed project represents completion of a major property within of the Town Center core. February 6, 2013 Planning & Zoning Board, Item 503 Page 3 of 5 SPECIAL EXCEPTION REQUESTS In addition to the approval of the Final Engineering Plan, the applicant is requesting three Special Exceptions from the Town Center District Code. In granting a Special Exception, the City Commission must find substantial competent evidence that: a. The proposed development contributes to, promotes and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and Code. c. The proposed development abides by all rules in this code other than those specially excepted. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 20-324(9) for these limitations. d. The proposed development meets any reasonable additional conditions, restrictions or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. e. With respect to each waiver requested, the specific waiver shall comply with all of the following: (i) Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the Town Center. (ii) Is the minimum waiver from the Town Center regulations necessary to make possible the reasonable use of the land, building or structure. (iii) Is in harmony with the general intent and purpose of the Town Center regulations. (iv) Will not be injurious or incompatible to the Town Center and any surrounding neighborhood or property. (v) Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. 1. Section 20-324(9) — Large footprint buildings. The Town Center District Code requires buildings with a footprint larger than 20,000 square feet to obtain a Special Exception prior to construction. This section also waives the maximum lot width that is applicable to the transect zone the project is located within. • The applicant is proposing to construct a four story building with a gross square footage of approximately 361,512 square feet. The proposed building footprint is approximately 90,648 square foot footprint. February 6, 2013 Planning & Zoning Board, Item 503 Page 4 of 5 2. Section 20-324 (11) — Maximum block size. This provision of the Town Center District Code does not permit block faces in excess of 600-feet in length. • The existing block size and block face of Doran Drive exceeds 600-feet in length. 3. Section 20-325 (c)(5) — Thoroughfare standards. The standard for Edge Drive requires a 6- foot wide green strip adjacent to the sidewalk. The applicant is requesting not to construct the 6-foot wide green strip required along Edge Drive. • The applicant is proposing to construct the building setback to this property line. Currently, there is not enough space to provide this green strip following construction of the Edge Drive to Town Center standards, including on -street parking. In evaluation of the three Special Exception requests, it appears each request satisfies the five specific criteria required for Special Exceptions in the administration section of the Town Center District Code. DEVELOPMENT AGREEMENT The applicant has requested to enter into a Development Agreement with the City in regards to this project. This agreement will be presented to the City Commission for approval and information related to said agreement are provided for informational purposes only. This agreement details: 1) the improvement of Doran Drive in exchange for use of the City -owned wet retention pond behind City Hall, 2) construction of Edge Drive to Town Center standards, 3) payment to the applicant of $200,000 upon acceptance of said construction, 4) installation of decorative street lights along Doran Drive and Edge Drive, and 5) applicant to provide at least 435 parking spaces on the project site, in addition to 54 perimeter parking spaces along Edge Drive and Doran Drive. FINDINGS 1. The 4.78 acre Grandeville at Town Center site is in the T5 (Urban Center Zone) of the Town Center adjacent to City Hall. The property has a Town Center Future Land Use designation. It is consistent with the design aspects of the Town Center Code, except where Special Exceptions are requested, and the Comprehensive Plan. Once complete, it will constitute the completion of a portion of the core of the Town Center. 2. The three Special Exception requests comply with the five specific criteria required for Special Exceptions in the administration section of the Town Center District Code. 3. As of February 1, 2013, there are open Staff review comments (see Attachment B). These Staff comments, although relatively minor, must be addressed and are recommended to be conditions of approval for the Planning & Zoning Board. February 6, 2013 Planning & Zoning Board, Item 503 Page 5 of 5 FISCAL IMPACT: The potential tax revenue of the proposed project is as follows: Apartments (244 units) Units (1,300 square foot average) assessed at $90/square foot: (1,300 x 90 117,000 x 244 units $28,548,000) $28,548,000/1000 = 28,548.00 28,548(2.5814) _ $73,693.80 $73,693.80 (less the 4% statutory discount) _ $28,548,000 assessed tax value $70,746.05 tax revenue Taxes paid on vacant land now (data obtained from Seminole County Property Appraiser) $1,208,657 assessed value for entire parcel $1,208,657 assessed tax value 1,208,657/1000 = 1208.657 1208.657 x 2.5814 = 3120.03 $3,120.03 tax revenue Total Potential Tax Revenue: $73,866.08 (70746.05 + 3120.03 73866.08) 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. RECOMMENDATION: Staff recommends that the Planning & Zoning Board forward a recommendation of approval to the City Commission for: 1) Final Engineering Plan, and 2) three Special Exception requests from the requirements of the Town Center District Code for Grandeville at Town Center, subject to satisfaction of all open Staff review comments. ATTACHMENTS: A. Grandville at Town Center Program B. Staff review comments C. Final Engineering Plan Attachment "A" Grandville at Town Center Program 6/1/2012 Unit type 1st Floor 2nd Floor 3rd Floor 4th Floor Total units/SF Total Bedroom Unit % Al - 1BDIBTH (788 + 53 bal.= 841 sf) 12 13 13 13 51 51 20.90 Al-S-1BDIBTH (788 + 53 solarium= 841 sf) 5 5 5 5 20 20 8.20 A2 - 1BDIBTH (814 + 60 bal.= 874 sf) 0 1 1 1 3 3 1.23 B1B - 1BDIBTH+Den (1,069 + 53 bal. =1,122 sf) 3 6 6 6 21 21 8.61 B1A - 2BDIBTH (1,069 + 53 bal. = 1,122 sf) 2 2 2 2 8 16 3.28 BSA-S - 2BD1BTH (1,069 + 53 solarium = 1,122 sf) 1 1 1 1 4 8 1.64 B2 - 2BD2BTH (1,076 + 56 bal. = 1,132 sf) 15 16 16 16 63 126 25.82 B2-S-2BD2BTH (1,076+56 solarium = 1,132 sf) 7 7 7 7 28 56 11.48 B5 - 2BD2BTH+Den (1,533 +66 bal. = 1,599 sf) 4 4 4 4 16 32 6.56 B5A- 2BD2BTH+Den (1,817 + 100 bal. = 1,917 sf) 0 1 1 1 3 6 1.23 B3 - 2BD2BTH (1,265 + 122 bal. = 1,387 sf) 3 3 3 3 12 24 4.92 C1- 2BD2BTH (1,440 + 142 bal. = 1,582 sf) 2 2 2 2 8 16 3.28 El - 2BD2BTH (1,318 + 56 bal. = 1,374 sf) 1 1 1 1 4 8 1.64 H1 - 2BD2BTH (1,241 + 56 bal. = 1,297 sf) 0 1 1 1 3 6 1.23 Subtotals 55 63 63 63 244 393 100% Parking Spaces req. 2 per Unit 488 Parking SF 43,282 41,766 41,766 19,600 146,414 Structure Parking Provided 105 138 138 54 435 Surface Parking Provided 56 56 Total Paking Provided 491 Club House/Lobby/Office 10000 10,000 Courtyard 41000 41,000 Storage 255 460 460 460 1,635 Units+Balcony and Solarium SF 61,028 70,455 70,455 70,455 272,393 Total NRSF 274,028 Gross (SF) (not including parking and Courtyard) 90,648 90,288 90,288 90,288 361,512 Building Efficiency Ratio (%) 75.80 Land Area (Ac.) 4.74 Attachment "B" CITY OF WINTER SPRINGS 1126 East State Road 434 Winter Springs, Florida 32708-2799 January 23, 2013 RE: Grandeville at Town Center — Final Engineering Staff Review Comments — Review No. 2 Project No.: 2012801 Staff Comments: URBAN BEAUTIFICATION SERVICES MANAGER - STEVE RICHART Phone: 407-327-5976 E-mail: srichart@winterspringsfl.org Landscape, Irrigation, Lighting Review Steven Richart, Urban Beautification (407) 327-5976 Irrigation Review 1) THIS IS DUE NOW -- A complete irrigation plan must be provided, signed and sealed by a landscape architect, shall be submitted for review. The plan must be designed to comply in design and operation, at minimum, with the following: a. Florida Building Code, Appendix'F', Landscape Irrigation Systems (Current Version) b. Florida Statutes 2009 (Title XXVIII, Chapter 373, 373.62 - Water Conservation; automatic sprinkler systems) c. City of Winter Springs Ordinance 2010-11. Lighting Review 1) THIS IS DUE NOW -- Progress Energy Street Lighting Plans Must be attached to Final Engineering Submittal. Street Signs 2) PLEASE BE ADVISED -- Where there are street signs to be installed on Doran Drive and 'Edge Drive', Town Center Decorative Street Signs must be used and this should be noted in the plans. Decorative Street Sign Specifications are found in the City Code for the Town Center District. Feel free to contact me if you need a copy. CITY ENGINEER - BRIAN FIELDS Phone: 407-327-7597 E-mail: bfields@winterspringsfl.org Comments provided by Brian Fields, City Engineer. If you have any questions please contact me at 407-327-7597 or e-mail me at bfields@winterspringsfl.org. 2012801 Comments on plans dated January 10, 2013: 1. Please update the cover sheet with each plan submittal to clearly indicate the date of this set of plans. This helps reduce the possibility for of an out-of-date plan set being used during construction. 2. Please identify a construction staging area, or explain how the construction will be sequenced to provide enough room onsite for the storage of materials and equipment, and a parking area for construction workers. 3. Please provide the results of the recently performed fire flow test. 4. C-02. Under Construction Notes: a. Delete note #5 regarding the force main b. Correct note #2 to state: "All areas..." 5. C-02. Previous comment #10. Please provide a reference to the geotechnical report utilized as a basis for design. Provide a copy of the geotechnical report per Section 9-73.b.8. If it is intended to utilize the 2006 geotechnical report, please provide written confirmation from the geotechnical engineer that the 2006 report can be utilized for this project as currently proposed. 6. C-04. At the intersection of Edge and Doran, revise the southern sidewalk ramp such that it matches the sidewalk width of 11.5, similar to the ramp shown on the north side. 7. C-04. At the northeast corner of Blumberg and Doran, callout a curb ramp and show the detectable warning mat. 8. C-04. The stop bar at Doran and Blumberg (north side) is still called out as paint. Please change to thermoplastic. 9. C-04. At the intersection of Edge and Doran, there is no need to paint the curb return red, as parking is prohibited at this location by Code. 10. C-04 and C-05. For the on -street parallel parking spaces, show the 6" white lines ending at the concrete valley curb, not extending across it. 11. C-05. At the parking garage exit, callout a stop sign to be field located. 12. C-05. Two stop bars on Doran Drive are called out as "paint" should be changed to "thermoplastic." Page 2 of 4 2012801 13. C-06. Based on the City's review of the stormwater calculations submitted to date, along with input from CPH Engineers, the post -development conditions under the design storm do not demonstrate the need for replacement of the existing storm piping as shown in order to maintain an acceptable level of service. If IBI remains uncomfortable with the potential upstream impacts without any increases to the existing pipe sizes, the City would consider a revised plan that bypasses the existing storm piping and independently conveys the onsite runoff to the existing pond. Please revise the plans accordingly. 14. C-06. Previous comment #54 was not addressed requesting a detail for the pond wall penetration (if still applicable). 15. C-06. In storm tag #8, the pipe is called out as RCP. Please change to ADS N-12 HP unless there are design conditions that require RCP at this location. 16. C-06. Inlet #41 is called out with a rim elevation of 49.00, which is in conflict with sheet G-02 calling for a 48.0 rim elevation. Please review and revise as needed. 17. C-06. At tag #13 for storm manhole #3, change "NE" to "SE" and callout the roof drain connections. 18. C-06. At tag #20 for storm manhole #6, change "NE" to "NW." 19. C-06. Check the SW invert elevation at storm manhole #11 (tag #33). The SW invert is called out as 41.97 but should be 41.16 based on the SW pipe data. 20. C-08. In sanitary sewer tag #6, please revise the slope to be a minimum of 0.4% per the City Water and Sewer Specifications. 21. C-10. In the typical pavement sections, please delete the callout for a primer on the crushed concrete base, as this is not required or recommended by the City. 22. C-11. Consider deleting the typical pavement section on this sheet. It is noted for on -site roads only, but there are no on -site roads where this would be used, and it could create confusion with the typical sections shown on C-10. 23. G-02. At the north end of the courtyard, adjust the grading and/or yard drain locations such that surface runoff is not draining over the sidewalk. 24. For the water analysis report, please include a brief narrative that describes the applicable criteria, testing methods, modeling approach, and conclusions. 25. Please submit the irrigation plans. Page 3 of 4 2012801 26. Informational item: the following items are needed for sitework to begin (no response required): a. City Commission approval of Final Engineering b. Payment of 1% site inspection fee (1% of all sitework costs not including any buildings or other structures) c. Obtain all external permits (SJRWMD, FDOT, FDEP, NPDES) as needed to perform particular aspects of the work d. Obtain City Arbor Permit e. Conduct pre -construction meeting at City Hall with site contractor and City staff 27.Informational item: all construction dumpsters are required to be from WastePro per the City's franchise agreement. 28. Water and sewer connection fees are due at the time of FDEP permit and are currently $1.74 per water gallon and $8.26 per sewer gallon, based on average daily flows, which are 300 gpd water and 250 gpd sewer for 1 and 2 bedroom units, and 350 gpd water and 300 gpd sewer for 3+ bedroom units. Page 4 of 4 c 0 LSj Attachment "C' FINAL ENGINEERING PLANS FOR GRANDEVILLE AT TOWN CENTER CITY OF WINTER SPRINGS, FLORIDA LEGAL DESCRIPTION A PORTION OF BLOCK 28, D.R. MITCYIELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, AS RECORDED IN PLAT BOOK 1 PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA, AND THAT REMAINING PORTION OF BLOCK B, LYING NORTH OF STATE ROAD 436 WEST OF DORAN DRIVE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 1, LUTTRELL PARK, AS RECORDED IN PLAT BOOK 11, PAGE 44 OF SAID SEMINOLE COUNTY RECORDS: THENCE NORTH 18-57'36" EAST. ALONG THE EASTERLY LINE OF SAID PLAT OF LUTTRELL PARK, FOR 409.91 FEET: THENCE, DEPARTING SAID EASTERLY LINE, SOUTH 71'24'57" EAST FOR 275.15 FEET TO THE WESTERLY RIGHT—OF—WAY LINE OF DORAN DRIVE: THENCE ALONG SAID WESTERLY RIGHT—OF—WAY LINE THE FOLLOWING FIVE (5) COURSES: (1) SOUTH 11r35, 1 35'03" WEST FOR 208.35 FEET: (2) SOUTH 15'24'50" EAST FOR 106.82 FEET: (3) SOUTH 291 - EAST FOR 98.13 FEET: (4) SOUTH 18-35.03" WEST FOR 91.98 FEET: (5) SOUTH 51'25'03" WEST FOR 280.24 FEET TO THE NORTHERLY RIGHT—OF—WAY LINE OF STATE ROAD 434. FLORIDA DEPARTMENT OF TRANSPORTATION MAP SECTION 77070-2516, ALSO KNOW AS SA FORD OVIEDO ROAD, SAID NORTHERLY LINE BEING A BASIS OF BEARING OF THIS LEGAL DESCRIPTION: THENCE NORTH 38*43'16" WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, FOR 435.92 FEET; THENCE SOUTH 71'25'00" EAST FOR 108.32 FEET; THENCE NORTH 18'57'36" EAST. A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINNING. �m�_mr>,YKT.Lr�mRLa�r�.�cN:4�-i.:nu4�uar��: SUBJECT TO EXISTING EASEMENTS, RIGHTS —OF —WAY, COVENANTS, RESERVATIONS AND RESTRICTIONS OF RECORD, IF ANY. POTABLE WATER PROVIDER CITY OF WINTER SPRINGS 1126 EAST S.R. 434 WINTER SPRINGS, FL 32708 407-327-7597 SANITARY SEWER PROVIDER CITY OF WINTER SPRINGS 1126 EAST S.R. 434 WINTER SPRINGS, FL 32708 407-327-7597 FIRE SERVICE PROVIDER SEMINOLE COUNTY BUSH BLVD. L40150 SANFORD, FL 32773 7-665-5175 ELECTRICAL SERVICE PROVIDER : PROGRESS ENERGY 712 FLORIDA AVE. COCOA, FL. 32922 321-690-2057 l� SITE faM fROrr (sisi way... ` a .r .mow JRN.a taneMy. NRnter Springs T^L s ra�dMy as<,Nlberry :dJ4: c. '" 'TixavNna �.,kc Dr FY ..<ry Oviedo �eWs n <2ti; O PROPERTY ADDRESS: N.W. CORNER OF S.R. 434 AND DORAN DR. WINTER SPRINGS, FLORIDA LOCATION MAP N.TS. PTE J-1 Drawing No. Drawing Title C-01 Cover Sheet C-02 General Notes C-03 Site Clearing & Erosion Control Plan C-04 - C-OS Geometry Plane C-06 C•07 Paving Grading & Drainage Plane C-08 - C-09 Utility Plane C-10 Offsite Roadway Improvement Plan C-11 - C-14 Details L-01 Site Landscape Plan L-02 Courtyard Landscape Plan L-03 Courtyard Landscape Plan L-04 Plant List, Notes and Details G-01 Overall Courtyard Grading G-02 Courtyard Grading G-03 Courtyard Grading S-1 Boundary and Topographic Survey S-2 Tree Exhibit AGENCT Pzuur DAT& APPROVED APPROVAL NO. CITY OF FINAL ENGINEERING PLAN WINiFR SPRINGS - STORMWATER MAKAGEMENT F.D.E.P- WASTEWATER COLLECTION, WATER DISTRIBUTION D,*P,.. WilSterl TGen Center, H1P 65D South NoMlake Blvd., Sub 450 Nkmonte Springs, Florida 32701 407.645.5575111 Centel Chad HocMIIi Conan WintaSprings TDrm Center, LLIP 650 South Nathlake Blvd., Sub450 Altamonte Springs, Flodda 32701 407.645.5575(otce) CGnuad Salvador F. Leeeaae Archbo 5GSUGoCdGhaa6ve, LLC 800JadmnShce1,SuR500 DBIa, Texas 75202 214.670.0050 (Dike) Coi Yen Ong COrt actor CORE Construction Sei of Florida, LLC 6320TDaa Lane Sarasola, Florida 34240 641.343.4330 (olfion) Conted: Bran Jones landatapaArehi et Vedander Landseope ARthBedure, LLC 706 Tumhu I I Avenue, Sub 201 Nlaill Springs, Florda 32701 407.834.4104 (ate) Contact', Paul Vedarder Cidl Engineer: III Group (Flodda) 2300 Maitland Center PeMat,, Suite 101 McBard, Florida 32751-7410 407. 2120 axi213 CoMad: John Wohil Rev DATE ISSUE TIRE at Town Center er grin COVER 9SHEET Dm C-01 U 4v CCS O co O C) 0 GENERAL NOTES I Au WORN sNu cwFORN To FEmw. STATE ceuxTY. Axe/OR =1 REwNTTNFNS. LI-A-1 NI"RMAEES NNE xD D sc ON IE sttap _OR TO TNE AD.. DEDDEND M. Mai (xaD) nn°x w. TRAFFIC CONTROL: ,I ACM15= Auf eE PRmNom� sa.a a,o .U.D STANDARD. TPA (Pa7 ON u� w s. �wY axo aexnva s1AI a PRON To RE ANY AUTHORITY AND RESPONSIBILITY: ANY MI —ON DO OcON, MARONI III OR ,A ura°xnixa suMFFPwnSPUF s°scx PERMITS, BONDS, AND INSPECTIONS: ev41txFc m r� E I. TNE ( GRADING NOTES: ON FA�N OnT`�G,NDE�°ox ONNwcTAx INc. ACOEPT No RE.SPONIE U,Y FOR ,NE oESw`(a) To N °I SAIo I— All AM Orl OR xOus ON o,xEn E ns-Ton ON tea- �-•O ON ((asn calsrI-l"ERNI rmE ro� oFrs P wPEE �2ro Poi eE a.— IN IccONDANDE RTN RDOY Aw/a< Oc. )Tarr owPAxr I NE NIII UTILITY NOTES: STANPIM Ernn�OR NI aBRna� µo�svEc, EAC YYNE O REASON, wAID I—wnwiRES T1O EET cw.STsuTeN Ixc. AcIPT NO REs ERITY IN mE DERONDSi To IS— `sao nFvs n sa 0" .EW.A OAUµ�xF .—Aa:/PEw.ED �M;`TE CEP. o a .1 N. ES SU �Yoa'NI A—.NI AS RZINED FDEP UTILITY CONSTRUCTION NOTES: 405.�5(S). NOaOA STATUES, OO NOT PNOVIeE wI,ER saTVICE ro Tas PRO.EOr ,. (oTME NI n xc/+ N�) o n� TME eEPaN,MExT a: ExMNwMENTaE RROTEcnw was �s7 A (TEN afARINOE ON on 11 TOR aar NRON DEPARTMENT ARRnovu. NEW DIN A_ ' uETTER. �.ns°", AND RaEcw� o �Tm v "Naa.ND WATER NINE AND SANNAR. OR STONM rena. weseNATEN OR SroRMwATER FONCE RAN 1 11 AT DEAST AN ON NET w Y a wT.Da « TNF DTX PNEUNF. xovhvfR, iT sEIR rz°eac To AT YNE Or. Ns (a) AND (R) Aaow:, wE wu TrRcm OF wlTm Mau Pix sxau PRwxEs mNaErxc REcuiMED wa,Tx. IN vAw)u-TwE RANI-1 aw°FER1 INTOTRRu ARRERSE STw r�Tadx Fm¢ ARE ON ANY Ex£rac.vwawEmucEae Rsn caxv�c.s�xx, .E A°vn�ncllaF�wBiE�N Maucax v seT�ETx T ttZ a"ICON D eT .�I TNeE * NIssR o"`,w`a"a�ON TME w µ°we're s� I " INST_ �N A IATER I DI— RON ori. NI w IMPacT SmExOTN a.E. NavlNc NPacT SmExON IT TEIST Ewa. ro ,MAT OF O2=-INOw 01 OR ANTS w ANE RnI ON %' P,� PIPES 11 , R �a E Y. Y m'N «ao x E w EMIR Rw xOM �R OO axe SRO T25 PON cINSNK MA u"x Esi IN ADDOND RNNA IDE 1T1 THE FOUSI NO ARRA SPEaNOAnOxs: �oO I SONDON. SANRTAn°N RwwDAnON S ) NU) Aww ww/AM ne4 I. iN.. To 12 NwES) won DR25 MINIMUM: (2) Iww Sos (14 NONES To SS NCNEs): (S) AEr os (1SE TNAN 4 INIES) —EE— 4 au A. Teo ON AS,N 224, (SON 21 MNIMVM}. vAE AID RTRNDS (AwwA Owso): AND AN STRCA. ON II BI. TExaE c�.ID-1RNET, TSNI TMCF nTE I ON 9A11 ADNSOmI (Nor — YNITEn rvonas) sx PDRAR1 ARE ED NOT SEENED AN TO _YN P. IR IwOM REUEF v vas 11 = P-1 Nwa 1RI MOSTxe N A eOwx- NN D aeOw . w AT TEAST E.TT,21-1 ACNE ,NE SURRwxNxO ORAOESP­ SANITARY SEWER NOTES: T. PTccasr NANNOLEN PIPE ERINGS Ix PRECAsr .-- RTN — NON-s«wT GRONT OR °.�,-ia'ia�u, sT N�Evaa,%P;N�E�SOa:"'aPFSN°v"""Eo w,Eros„"E.sNEaNanaN STAI IT S PER SITE PLAN NOTES: a xrvµPaTa NE "WN EsISN �IREv­ � "sa4RWEsc PA `I^ � T^ � ram OR DEMOLITION NOTES: I DOOR THE 5 ON Urora PO aNEc40HND F a °o naz aNn'T`oUiTP': R. i c, "aa°Fs, RUT Is Nor U.— roZE D,*P,.. VI SpringsTw Cater, LO 650 South NOMlake BNd., Sure 460 AWaonta Springs, Florida 32701 407.645.5575111 Carl Chad Hochuli barer. WFWrSprings TONn Center, LLIP 650 South Nathlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (ogm) Contact. Salvador F. Leecaw Arcl 5G Studio Odiahaa6ve, LLC 800 3ar4c on Shcet Sub 500 Gallas, Texas 75202 214.670.0050 hoi CorracHmOng CODDIC : CORE CoreWdun Savim of Florida, LLC 6320Towa Lane Sar la, Florida 34240 841.343.43301015on) Cored: Brian Jones landatape kDhiWct VerandaLandazpeArri edure, LLC 706 Tear Avenue, Sub 201 Alamonte Springs, Florda 32701 407.834.41041 CenWd, Paul Verarder Civil Engineer: IBI Group (Floride) 2300 Maitland Cerra PeMaY, Suite 101 Maitland, Florida 32751-7410 407. 2120 exi213 Conrad John Woh6aM Rev DATE ISSUE TIRE mill I&VIND. Grale at ToIII, n CCPenter GENERAL NOTES om C-02 U A E%STING ONVIN LF ♦2' N RCP OBE REMOVED TOO �� i °.•; LIMITS SHOWN r* EXISTING NHOLDE TO BE REMOVED TING `A> REPLACED ^p, GRAPHIC SCALE oyT j ��ENTRANCTION C / `SILT FENCE MTS E oveDG is LMENI SHOWN \ TI 4 / / / r THIS SITE IS DENSELY WOODED. ALL \ TREES ARE TO BE REMOVED WITHIN OMITS OF SITE CLEARING. / (SEE SHEET S-2 FOR TREE EXHIBIT)\ \6.0 E%ISTING SIDEWALK TO BE \ \� REMOVED TO OMITS SHOWN O � b 9y 9�iA PQ QO X, ti90 O �p F o �s NOTES: ___________ I. A'—'— PAVEMENT TO BE REMOVED. SHALL INCLUDE I d THE PORTION OF UNDERLYING MATERIAL NEEDED TO COMP ETELY 1` RECONSTRUCT THE ROAD IN ACCORDANCE VATH THE NEvv TYP C 2. CONTRACTOR MUST OBTAIN A COPY OF AND IMPLEMENT THE / APPROVTD STORMWATER POLLUTION PREVENTON PLAN (SWPPP) 3, CITY HALL PARNNG LOT IS NOT AVAILABLE FOR DONSTRUCTON ACCESS Y x� r/ /i 4"TJn EXISTING MAILBOX TO BERELOCACIE/ //fn SEDD OUT OF 0 PROPOPAVE ENT SILT FENCE % A Y AND SIDEWALK / A/( SILT FENCE EX REMOVED G PAVEMENTTO BE REMOVED TO LIMISHTS SHOWN All Mkt. rmErss F �ARYT sNuwAY � g /IEEIOVEG E%ISTING PAVEMENT TO BE TO UMRS Sf10WH wB[R Eo% m2a FAMtI a, Rp ATEn IS 0 ow a CONSTRUCTION / SECTION A —A ENie CE b / q FINE oA F—FC CE son M- N c I ......gyp\ u3o To MAP sE N /,; A AN FENCE `SILT FENCE m "0' ,x 0 O ENTRAKE axro weuc R GXT [£ wnY a PIdN 4Ri OTECi EXISTING CURB Al —AN sEO MExT uAPiEEN� snluSxT oAs x. xro oN RD¢ INLET PER DETAIL it ON sTAECARo sPEORCAn a EE sSCTlaxs aF moT W soxN TNIS SKEET —MA . USE SANOOAN pt OMEP AFOWN MEMoos ro nnxxEua RO. TOM PEW m. ..LCWRSE AGOREW,TE h FETER FABRIC To BE PDt ,. sECno �YmoT sTABOAao sPEtlfICATI ryot x pes 0 \\ T P IN TR SILT FENCE \ N.T.S. EX STING SIDEWALK TO BE REMOVED TO OMITS SHOWN srANm — SA-. ' r x - x . 7— EXISTING LIGHT POLES__ Q TO BE RELOCATED PER oTCX UGNTING PLAN — DItON —e k ounEB .1 OD oT e M —T nAL xm �66N r • -_P10P MQNOAiOIIND QlLRB O[ARBDm,Ai 6IlIIClLQFS BAWB LAC[®mBY PBNCR / P A, 11;'.A R oR.(Ms �!-B(CANTm Poiownxo ROW) IDT \ PP • a A FL2R FPBR POINT OF BEGINNING >, Dw c r (NOT INCLUDED PORTION) U` wsrRE.ee FAa of D A ' ELEVATION ALES of TBO Em FOIC NOTE 9LT E To m aao mR UxERAXED 9LT CE s(L�nm ME x k �Nm BaT rsNcs 5 RN T .1 N NTR T I Developer. WnthrSpdngsTDwn Carter, MIP 650 South Norr BNd., Sub 460 Abair Springs, Florida 32701 407.645.5575 of Carl Chad Honhuli Owner. WFMrSprings Tw Center, LL(P 650 South Nathlake Blvd., Suite450 Altamonte Springs, Force 32701 407.645.5575 (of.) Contact. Salvador F. Le.. Wcthded 53SWdio CdM6aa6ve, LLC 8003adsonShcet Wh 500 Data, Texas 75202 214.670.0050 hoi Contact Yen Ong Contractor. CORE CorGauTdon Services of Florida, LLC 6320TGaer Lane Sar la, Florida 34240 841.343.4330 hol Conduct: Brian Jones (andempeArchitect VedarderIaMB:apeArribefure, LLC 706 Torni Avenue Sub 201 Alarnonte Springs Florida 32701 407.834.4104 (oRue) Contact', Paul Vedarder Crnl Engineer III Group (Horde) 2300 Maitland Center PaMvay, Suite 101 Maitland, Florida 32751-7410 407.2120 ed213 nduct CoJohn Woh6aM Rev DATE ISSUE TIRE GrandWlle at Town Center writer �r rigs, F_ EROSIUN CONTRUL PLAN GFLOD, C - 0 3 U W cc O co 0 CJI 0 --O lij a. .0 p�SOv`0� c� �s oRE ARxs PROPogn ,xE o �r �s o0 ry a Pe T, / I 8 l IY 'MANUAL ON i 1. ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO 2. 3. UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. TRANSPORTATION. FEDERAL HIGHWAY ADMINISTRAngJ. A MOT PLAN SHALL BE SUBMITTED TO THE APPLICABLE FOR APPROVAL PRIOR TO BEGINNING ANY WORK IN ALL aTRPNG N THE RGHT OF WAY SHALL HE THERMOPLAsnc. DEPARTMENT OFC AGENCIES` THE RIGHT-OF-WAY. (x1-1) R-1E1 ro FooI IN d _ p II,ApC[�/� 4 ALL PAVEMENT STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET BEHIND CROSS-WAU(S WHERE APPLICABLE / ULVDIVIULI\V / �. BLVD. I/ _n ��� S�7 CIA :: �Wa�lw8.OEM 11111110—mmrm—M Big— WE m GrondeWlle rt T—enter Area Summary PARCEL AREA 208081.53 ft' 4.78 Acme REQUIRED PERVIOUS AREA 20% 4181631ft 0.96 Acres PROVIDED PERVIOUS AREA 4191800ft 0.96 Acres ADDITIONAL PERVIOUS AREA REQUIRED HE ft' 0.00Acres PERCENT IMPERVIOUS 79.86% Developer: WlnterSprirgs Tovm Center, LLIP 650 South Nenhlake Blvd., Suite 460 Akmonte Springs, Florida 32701 407.645.55751ol Contact Chad Hochuli Owner Wrier Springs Tw Center, LLIP 650 South Nathlake Blvd., Suite 450 Alemonte Springs, Redde 32701 407.645.5575 (of.) Contact. Salvador F. Le.. Arch8ec1: 53 Studio Odiadomtive, LLC 8W Jackmn Sir Suite 500 Dallas, Texas 75202 214.670.0050 (office) Carled Yen Ong Cunhador CORE Construction Services of Florida, LLC 020Tower Lane Samsola, Florida 34240 941.343.430D (olfim) Contact Brian Jones Landscape Architect Vedander Landscape ki r tadum, LLC 706 Tumbu I I Avenue, Suite 201 Al a it SPrings, Florida 32701 407.834.4104 (afice) Contact Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Padwaa•, Suee 101 Maitland, Florida 32751-7410 407. 2120 eat213 Conhd John Weh6eM Rev DATE ISSUE TIRE GfandeC,, — t T n Centel GFLDD, C — 0 4 To r once so-eetParkin 53 i sa �'"' #Isite (Parking Garael 426 9 Q5 WlntarSpmlga Tow Centel, LLLP 49 850 So* Nonhlake Blvd., Suite 460 Pars gmrz taco \ Arx kn Fu ment 9 Atkin I Springs, Florida 32701 407.645.5575 Oce) _ Handln d5a sP—ided 10 CGrout Chad HOChull T❑ Otani WhlerSpdngs Tw Center, LLIP 1I �r ❑ 3 '-°. Y N18558'28"E 455.08' Correct Salvador NDlaka,Le��l@15B -� _ _ 9p 0s 701 _ _t © S18 8 28 V e cF o. 407.645.5576 of. eo tl 1 1 x u/I= urvL T, ",IT 1 1 Ardlilect: 53 Studio Cdladorative, LLC 800 Jaown Street, Suite 5) Rz, (Ram ro r.o.o.,. wow wa) Dallas, Texas 752i2 c 1 214.670.0050 (Office) Corded Yen Ong 1 llaUm j _ � \ Contractor. fl o I I NNT Re R.MPFD OT��Trex .wo) �2 Sarasota Co ( rBhuddn ServkesdFlodda, LLC (reR ro FD. oT.znOEx s a) 1 1 7 n �43.43 Lane IU moT or. `e F czz 1i r landecepFlorlda 24240 Gp 1 43JD (office) Bran Jones > II e 1 Z eAxchitect V TE(P..T - ( � nI Vedander Landscape Ardlltedure, LLC 706 Tumhull Avenue, Suite201 Nlanxi Springs, Florida 32701 za - (T I,— aRe in) 407.834.4104 (afice) 01 ETODIII Paul Vedarder C I I zY��le' l o m A Fes¢ r 1 1 Civil Engineer: f16 _ I wnITE (TxEracPurnc)(Tro) i IBI Group (Flodde) e ),E (PaxT7 _ 2300 Maitland Center Parl Suee 101 1 Maitland, Florida 32751-7410 L - 407. 2120 exi213 Contact John Wohi CD xnxolwP 'ARMxc All smlPlnc 1 ...I,_,_. o° 'slaty s1Rr N ) 10 1 1 za' r l WALK — tt PER auN s INOE culls RAUP o (REFER -_ ) FE' . . (6 � -. 208.5 � � cuxa re eRr (Rs F.o.o.T. rvocx coal � � (ereR xoex sw)lu n I o \O �-� � ozx 3 0,.� I 16+OD t � xw.) m 1T+0 V DORA1�t —Df,'tl/E T ORAN DRIVE I I m IL_J1 T g1DAeRDFx.LocaTEMAs�xi[am � rCl2 re I Rev DATE ISSUE TITLE nEa�ax zors AN. - Lux04Ne(PEN SueMIRu 1. — r ry x. uml � e I r f oxamAx smucnRE I� �. so. , PRE_TER d8 non) — v. A.A. smwnlRE _ wAIR ExPAxs aRE RARKs a (RErt .T. xo[x � I %c coxp�TE ox uoxTs Arvo sc EAR (PAINT) BLUMBERG PER zaTI An wxnE�,oP � — w0E ro c .N coo 1. ALL TRAFFlC CONTROL SIGNAGE SHALL CONFORM TO MANUAL ON CrandAvill. BLVD UNIFORM TRAFFlC CONTROL DEACES BY THE U.S. DEPARTMENT OF Gun)j TRANSPORTATION, FEDERAL HG D ISTRATON Granderira at Tgwneenter Area Summary GRAPT33C5 8CA3.E t T n Center 11 INI —A_MOT_PLAN-SHAtt-BE-StlBMITTED tb�t€ PARCEL AREA 20B 081.53 ft' 4.78 — FOR APPROVAL PRIOR TO BEGINNING ANY WORK IN TF WAY. HE RIGHT OREQUIRED PERVIOUS AREA 20% 41616.3I ft' 0.96 Aaes 1 k 0 ALL sTRIPINO N THE RcxT of Y BE THERMOPLAsnc PROVIDED PERVIOUS AREA 41,916.00 fl' 0.96 Acres ADDITIONAL PERVIOUS AREA REQUIRED 0.00 fl' 0.00 Aces 4. ALL PAVEMENT STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET BEHIND CROSSWALKS WHERE APPLICABLE PERCENT IMPERVIOUS 79.86% CFL001 Lri N D � •550 IVAN PIPE O O U 4 t Ex O %.'� BEGIN i5 HOP -6 r4 Aso i/ ° f � 5 ` 1 '^�5//•�-•sIII" MAN- Rug MANHa<E F a� �a �LFL LE A48.n3 WnTEe) R- ROOF 7 bt FFf• xP • ; SOoo •a1z 9, ��/_55 2 II 5 e,o izx°aF Roor / •T 5 PxAx vPE vei a -- O �A / 1� RAIIG MANxn LI as.ea�� �\ � Np •as 22 ,5 1 51 y STORM DATA tl0- w Spmlgs TDem Caner, LET ( i. coNmncTOR sHau MEm vERIFr Locanorv, iNVEer 650 South Nwthlake Blvd., Suite 450 ELEVAPON, MATERIALS AND PIPE SIZE BEFORE f(j INI£T $1 cDNsmucnoN eECIN. Ntarrlonta Springs, Florida 32701 r ❑1 RIM = 48.34 111 2. CONTRACTOR SHALL BEGIN STOR-TER PIPING 487.645.5575 (o FCe) )))tj INV = aa.ss cousmUGLON AT THE POINT of corvNEcnoN OF CanMct Chad HocMli ❑2 22 LF 24' ADS N-12 HP ® 2.0 EXISTING STORMWATEA SYSTEM. 2 1 S ALL E%ISPDO S,SEA AND SANITARY MANHOLES SHALT- BE Omr. INLET az c�(TYP) ))( a°cusTE3 To NEw MNISHN GRADE /// WFMrSprirgs Toren Center, LLIP ❑3 RIM=4634 650 SHIM Nuethlake Blvd., Sub450 INv = aATV a. ALL PROPaSN saoT GRADES REFERENCE EDGE of PAVEMENT uNLE55 oTHERw15E PORED OR LGIATED. Altamonte Springs, Florida 32701 ®2a LF SAT ADS N-IS HP ® z.o% 407.645.5575(ofilre) s. ALL smEwAlx caoss SLOPES sxau BE 1% TYPICAL (2% Contact' Salvador F. Leacese InAxIMUM wHEreE NEEDED) ❑5 srDRM Mx aI (s' DIA) 4 D_ cDNTRAcrDR TD STRAIT A DewATERwc PUN FOR Ar[Aitact NIM = 48.20 e (Typ) ENGINEER AND _ APPROVAL, PLUS OBTAINING A E. INV = 42.I5 DEWATERwc PERMIT FROMTHE APPROPRIATE ANGENcv 5�i $IDd10Cd a6pafive, LLC Nw.&sE. INv=3s.a3 ww w w w INII on9hceL Sol 5W 5A 22D LF 54' ADS N-12 HP 0 0.449. 38 IF 60' ADS N-12 HE ® o53x Dallas, Teals 752D2 21 214.670.0050 (office) 6❑ am RM MIT #2 (B' DIA) 28 STORM MH as (B' FIX.) Corded Yen Ong NW INV = 4215 RIM N, 91 AN GO NE & S< INV= 35.73 EW = 3220 NW INV = 32 20 GJDVBCor: 15 LE 24' ITS N-12 HP 0 0.3% SE. INV = 33.62 CORE Coa6ta ll Services of Fonda, LLC T❑ 29 106 LF 43'X68' ERCP ® A 42% 6320 Tow Lane STORM snwTARv ceosswc Sareeota, Florida 34240 e❑ ExIOr. a' sAN TARv TOP a1. a sroreM Mx am (B DIA) 541.343.43W (olfi�) EAtIOSED za rew STORM Nv = 421] 1 30 RIM 4].z1 Contact'. Brian Jones V 1. INS=}g00 - ---- ❑° INI£T a3 (GETTER INLET) NW. & SE INV = 34.07 Landscape Anchltad RIM 4].]3 INV = 42.20 STORM - SANITARY ceosslNc Vedander Landscape Architecture,LLC al EXIST. B" SANITARY Bo LOR! - 39.17 706 Tumbut Avenue, Bull 201 10 22 LF 24' ADS N-12 HE II 0.3% PROPOSED 30' ADS N-12 HP STORM INv. = 31oz lemonteN$priegs,Fodde 32761 INLET ya (°UTTER INLET) 407.834.41W�ofice) 11 RIM = 4771 32 25 LF 30' ADS N-12 HE ® 0.3% Contact Paul Vedarlder INV = 4221 Civil Engineer �33 STORM MH all (6' DIA.) 12 14 LF 24" ADS N-12 HE ®0.3% ( RM - 46.96 BDmup (Fodda( (( NE Iry =3so° 2300 Maitland Center PakXway, Suite 101 NW INV =41.9I STORM MH a3 (4' Pik) SE. v 2.q6 MaAard, Florida 32751L7410 13 RIM 48.35 SW INv 41.9] 407. 2120 a0213 NE IN 42.31 ROOF OR INV. }9.50 Contact John Woh6adh 14 STORM MH a4 (6' DIA) ® STORM II ' DIA) RIM 48.48 RIM 4] W. NV 258 NE INv NW. & SE. INV = 3fi.40 C NW INV = 39.55 (( SE. INV 39,55 HE 03% 18 16 LF 24" ADS N 12 ® .Sw INV 30_55 (�1 16 STORM - SANITARY CROSSING € ® 13 IF I AD N-12 HP ® 0.38% 1 EXIST. 8' SANITARY TOP- 41.60 PROPOSED 24' ADS N-12 HE STORM INV. = 42.ED ® 27 IF 18' ADS N-12 HP ® 0.3% 1] INLET a5 (GUTTER INLET) ❑ NV 4263 ❑ INTEL =#9 (TYPE P-3 PER FDOT INDEX 210) 42.06 to 22 LF 24" ADS N-12 HP @ 03% 3fi BO IF 18' ADS N-12 HP ®0.89. ❑19 NIEL a6 (GUTTER INLET) Rev DATE ISSUE TITLE RIM = 47.98 O INLET #ID (TYPE P-3 PER NOT INDEX 210) INV = 42.En RM = I09 V 43.ID 23 STORM MH a6 IS DIA.) O 2]J LF 30' ADS N-12 HE SS 0.B% RIM = 48]s SW. INV = 42.98 STORM MH a13 (4' 01A) NE. & SE. INV = 36 ]2 39 RIM = (TO BE DETERMINED BY OTHERS) NE. INV = PAST O 14 LF 24' ADS N-12 HE ® 0.3% SW. IN = 43.34 STORM - SANITARY CROSSING ® 7 9 LF 30" ADS N-12 HE ® 0.5% _ 22 EXIST. 3' SANITARY TOP- 41.90 PROPOSED 24' ADS N-12 HE STORM INV. 41 TYPE C INLET = 42.90 RIM = 4- BE INV = z3 INLET qT (GETTER ENE INLET) 98 INV = 4292 ' T GRAPHIC SCALE _ AT Town Center wmg, �me: Do<�eo m 1 PAVING GRADING AND DRAINAGE GFLDm C 06 U d co 4c 0 UI 0 -47 En Lc- aEJp ^ i 12 TAPE Rary 00I AHDPE no R A ry L, O o oP 793 ,p�OO J 2� k .a5 eRa1ry P°E , �/ ' v j�e�P\���\ �, �O I L 4e.ry 1�N1IRACTO1SHALL FIELD VERIFY LOCATION, INVERT l ELEVATON MATERIALS AND PIPE SIZE BEFORE ' CONSTRUCTION BEGIN. < 2. CONTRACTOR SHAIL BEGIN STORMWATER PIPING �. CONSTRUCTUN AT THE POINT OF CONNECTOR OF , EXISTING STORMWATER SYSTEM. 3. ALL EXISTNG STORM AND SANITARY MANHOLES SHALL BE ' ADJUSTED TO NEW FINISHED GRADE 4. ALL PROPOSED SPOT GRADES REFERENCE EDGE OF PAVEMENT UNLESS O1HERw SE NOTED OR LOCATED. 5 ALL SIDEWALK CROSS SPOPES SHALL BE 1% TYPICAL (2% , MAXIMUM WHERE NEEDED) 6. CONTRACTOR TO SUBMIT A DEWATERNG PLAN FOR ENGINEER AND CITY APPROVAL PLUS OBTAINING A LE. RING PERMIT FROMTHE APPROPRIATE ANGENCY 'Al' En RM © STORM MH #2 (6' DIA) RIM - 48.52 1 O STORM - SANITARY CROSSING E%INE B- SANITARY TOP= 41. 0 olie(Flmm vnTH wA-1 P.4g,R5 NW INV = 42.15 C13 UT A NE. & SW INV = 35.]3 PROPOSED 24' ADS N-12 HE STAR INV = 42.90 NV7FX,fi T ❑ 16 LF 24' ADS N 12 HP 5 0.3% 2J INLET #] (GUTTER LINE INI 42.92 �.du } 8❑ 13 (T1P) STORM SANITARY CROSS NO SO ST 8 SANITARY TOP 41.14 24 22 LF 24' ADS N 12 HP 60 3% PROPOSED 24' RCP STORM INV - 4z1Z i0 uEEi aR POYD RIM g�INIEi ❑ #3#3 (GUTTER INLET) RIM = 4I.]3 25 INLET #8 (GUTTER LINE INLET) RIM = 4].98 99 tt IN (5)4ce 10 22 LF 24- ADS N-12 HP ® 0 3% y C14 () 26 STORM MIT #B (6' DIA) RIM = 48.35 NE. INV = 37.22 E. INV = 37.22 - - 11 ET # INLET (GUTTER INLET) RIM - 4].]3 NV 4227 SW INV = 31.43 NW. INV = 4200. 12 1C LF 24' ADS N-12 HP ® OES ® 273 LF 30' ADS N-12 HP ® .B% _ 3g STORM MIT#13 (4' DIA.) a+ 13 STORM MH #3 (4' DIA) RIM 48.36 RIM = (TO BE DETERMINED BY OTHERS) \ry NE INV = 42.31 NE, INV - 4334 SO433a 14 STORM MITk4 (9' DIA) RIM ad]8 4D 79 LF 30- ADS N-12 HP ® C 6% - \_ fa N" t NWINV 42.58 V & SE - 3e40 6 IF 24 ADS N 12 HP 60.35 41 TYPE C INLET 15 NM INV49.00 39] l y a8b' R . (rv)) 1 16 STORM SAN TARY OS GR SING EXIST 8 SANITARY TOP- BSC 11 a irvv IT-4 (11 IJ PROPOSED 24' ADS N 12 HP STORM INV- 42.60 NLET INLET) y oy�a 1s � M-Cb M-FG LNV L2. #5 (GUTTER RIM = 4].98 263 �, 1g 22 LF 24' ADS N-12 HE ® 0.3% INLET #(98UT1ER INLET) RIM4] INV = 42.69 ��- 20 STORM MIT#6 (6' DIA) RIM_ SW. INV �42SO GRAPT-ITC SCALE BE & SE. INV = 36.72 0 21 14 LF 24' ADS N-12 HP ® 0.33 R oe _ on IT / s.n Y55� • PO p aiuwa sa / (NO \ SCT10N A -AA -A Developer. wnt's,Songs Tow Cater, WP 650 South NoMlake BNd., Sub 460 A rin me Springs, Florida 32701 407.645.5575 ni Carl Chad Heel (3.YTIer. WMarSongs Torn Center, LLIP 650 South Nathlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (of-) Contact'. Salvador F. Leccese Wc118eEL 5G Studio CdWhonalen, LLC 800 3ad mn Shcet Slice 500 Dallas, Texas 75202 214.670.0050 talks) Calved Yen Ong Contractor CORE Catenation Services of Florida, LLC 6320Tm Lane Sarsmla Florida 34240 841.343.4330 (ol CoMad: Brian Jones tandecope kDhi Ce VedarderlandmzpeArchitecture, LLC 706 Torni Avenue, Sub 201 A ill Springs, Florida 32701 407.834.4104 (1 Contact Paul Verlarder Cidl Engineer IBI Group (Florida) 2300 Maitland Center PaMvay, Suits 101 Maitland, Florida 32751-7410 407.2120 exi213 Contact John Woh6aM Rev DATE ISSUE TITLE Gran. In at Town Center wl�1a, O,Ya,R.ao PAVING GRADING AND DRAINAGE GELDo1 C07 CU 0 co a JAN, Lleveli WarSpdngs Town Carl LLLP SANITARY SEWER DATA 650soah Nolthlakeolol Flon32701 Suite 460 M l OCLEAN OUT 3 Ntalrlonta Springs, Pool327 INv=as.Ts 2 407,645.5575(ft) 17 LF OF 8" PVC ®0.39. / O'Iw1:Chad Hoohtlll GRAPHIC SCALE ! O CONNECT TO ExSIr MANHOLE j) Or SE. Iwne Nv=3s.T ( WhtarSprings ToWn Center, LLLP ••✓ 65OSouN Nuethlele Blvd., Saita450 WATER DISTRIBUTION DATA Altamonte Spdog Rodda 3201 I�<n so 1 a 407.645.5575(of Oa' WET TAP w/TAPPING SLEEVE r Contact. Salvador F. Leacese VALVE ArtAitact ❑2 FIRE HYDRANT D16 5GSbdioCdWlara,'n LLC BOO JadmnShcet Sal 500 3❑ FIRE HYDRANT C14 Call Texas 75202 214.670.0050 (db) ® FDC BANK Conduct Yen Ong C011111 O s° Pvc waTER a" Pvc MRE ArvD CORE Coastal Services ofFlodda, LEC DOMESTIC BRANCHING CONNECTION 6320 TGver Lane © 5' Raz BACKILOW PREMENTER WITH Sar la, Flonda 34240 s' coNPOUND METER 941.343.430D(ofice) 5A e'ONCv Contact'. Bran Jones O 8- GATE VALVE Landscape Afchlted Vedander LaRaMnim Architecture, LLC 706 Tumbull Avenue, Bull S11 Name Springs, Florida 32701 407.834.4104 (l 1. OouBLE oETEcroR CHECK VALVE Is REouIRED ro BE Contact, Paul Vedander ( Oivil Engineer / 2. FIREHYDRANTSAND FRCS SHALL BE IDENTIFIED BY A B Gcoup(I'll AN ( BLUE REFLEcnvE PAVEMENT MARKER 2300 Maitland Center Parkeray, Suite101 ( 3. FDC SGNAGE SHALL FOLLOW THE SEMNOLE COUNtt'GUIDE Maitland, Florida 32751d410 01T ( FOR FIRE PRGTFCDON SYSTEM scNAGF . 4W6602120 e0213 Contact John Woh6adh — Rev DATE ISSUE TITLE Grendi H Town Center Foe Flow Cakuteffl— Vti-v� ( Da3Cliption Buldingc01GiM0tlOn TOtelfe-1 RegBe�relOw Fined Fire Ekw GrandeMle FbOrs RequreE et Town Center ( Retllcaon D, Aran' ( AParMarVSR-z v-A4vlm» 31 e.000ppm z.0000am^ UTILITY PLAN ( ReMirp Garage $-2 11-B QI (00a13 taB4O00 a,000 gpm 2,000 gpm^ ( -- ^15%reOuctlOn-aNOmatic sPNMkrs W11ze0 CFL001 C08 t - 3 — MATCHLINE / I I I INv / / / / / / I I i i Cavell 7 � Winter 9pdngs Tovm Center, LLIP SANITARY SEWER DATA 350 So Ih Nonhlake Blvd., Suite 460 Altamonte Sponge, Flodda 32701 MANHOLE RIM - 48.76 CJ3 C13 40764$557510fice) j HE INV 41.66 (T1P) Ctnttad Chad Exhllll ) SW. tINV. = 41.fifi / GRAPHIC SCALE (2:) a; iF B" Pvc ® ou% (EYE) Owner MANHOLE RI WintetSpdngs Torn Center, LLIP -O ae.35 650 South Nathlake Blvd., Sub450 5 BEND S JNll�_ 50 -- ___ -- Altamonte Springs, Pool 32701 CLEAN 407.645.557510 NV = 41 C8 fice) Contact . Salvador F. Leaoase l`+,F ( LF e' PVC ®0.37 EMRE MAN—( nndnrea g �7 CONNECT TaaExssnNc MANNOLE 5GSUioCdlebartn LLC S s va o - aa.ao -j^-- 800 JadcsonSheet Slice 500 ! INv. ED-- I Win, Texas 75202 BXNRWATER DISTRIBUTION DATA 214.670.0050let 'e.x s" TEE Carl Yen Ong rE s \-.ii.,..I O FlRE HYDRANT C14 I Imo` ,�. z Calltrada: FDIC BANK CORE Consiuctial Services ofAl ,LLC ❑4 6320Taaer Lane Samsola, Florida 34240 ❑o e" PVC WATER 8' PVC FIRE AND 941.343.430D(ofice) \ B M EC VR ` °8'BB DOMESTIC BRANCHING CONNECTION To SET PEMN_ AIR Contact. Brain Janes 7 a 8" RPZ BACKELOW PREVENTER WITH ❑ 8" COMPOUND METER landscape Arch taCY Fvc 706 Veranda, Landecepa ArcBull LLC e"\� \ \ � sa e" DDcv 708 Turnbull Avenue, Sidle 201 �' 8GATEngs, e, Pvc _. WITH VALVE Allamonta SpriReala 32701 •. ❑ " ❑ 407.834.41041afice) B WATER MAIN EXTENSION CAPPED Contact Paul Vedarder BLOW OFF FOR FUTURE SERVICE TO CITY IRRIGATON O ClEngineer: ,BEND FIRE HYDRANT GRANT G14 ' map (F10ntle) B'DATE vaLVE 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 Rase MAnH m RIM ' 4407.660 2120 e0213 MIT MOE III11 CONNECT TO EXIST. WATER W/TEMP Cordaal John Wei oErA� Ma sRwr - s BYPASS INI EL )L4Y' BEaB �al.a' (A) ^ -- E 1 1. DOUBLE DETECTOR CHECK VAIS REQUIRED TO BE'1 LVE a ; TAMPERED. Z (� BLUE REFRA— AND FEC'S SMALL BE LECTIVE PAVEMENT MARKER DENTFlEO BY A `() 3L FDC SGNAGE SHALL FOLLOW THE SEMNOLE COUNTY "WIDE 1 W t FCR FIRE PROTECTION SYSTEM SIGNAGE". � w ' BEND ! \ L - \ Rev DATE ISSUE TITLE 9.�� UnnEvilk at Town Center Fire Flow Cakurall FtegB.b Fbw GFanaeNla /7 Desca Lion Buikli Carlsaucaon _Ra of all ORNI Firvl FIRM Fbw at Town Center POINT OF BEGINNING - P �a Fbors Renmaon Re9umtl (NOT INCLUDEDPORTION)i ApatredsR-2 v-a(vou)) 381,000 a,00Dgpm z.000gpm - UTILITY PLAN -_, �FE Parking (aempe 3-2 uB (B (000)) 139.000 9,0OD qPm 2,000 qpm " ET / %(�--- "76%reCuctlon-aUomeac sprNklers uhlfzxl -- CFL0`CX O A 01 C-� i 20 DRCTVAin CUcPER J FACE 601 SEC. 9-299 (SIDEWALK TO BE 6 "" i t FOR FULL 2oW10TH OF DRIVEWAY) ) \ tww w�i GRAPHIC SCALE Is \ SAWCUT AND MATCH E%I AND CURB I(a URUR/V�� l� v SE%STINGAPAVEMENT STA. 17+28.82 SAWCUT AND MATCH' E%ISTING CURB 1 HIC+1 PgNI I u 5 w 5 S S S w S n 5 S w S r S W a CA EXISTING CA PR 05ED F S 0.51 — o _in of o _m in o in o � o DORAN DRIVE WOIPARIONG p v a�R DORANLDRl W!PAFKING / no ,r GRAPHIC SCALE PN STA = 10+74.25 PN EL£V 1—al PVI STA = 11— PN EI£V 47.00 K= 10 - 0 ---, .� =40 K = 1220 50 flu 5 w S o.sox — EXISTING Mg s/w PARNING x (T•P3 uAx> e THICK W.D.vR OF DRIVEWAY Amow. c EDGE DRIVE W/PARKING 0"xvi,"n`"�m's.:'n` v- .vmc uvei c 0 (I : In am L n<.vA.mx NOTE 1. ALL SIDEWALK CROSS SLOPES SHALL BE 1% TYPICAL (2% MAXIMUM WHERE NEEDED Developer. WnwrSortsI= Cater, W-P 650 South NoMlake Blvd., Sub 460 Aldo Springs, Florida 32701 407.645.5575 ni Cool Chad Honhuli Owner. WMerSongs Tom Center, LMP 650 South Nathlake Blvd., Suite450 Altamonte Stll Florida 32701 407.645.5575 (of-) Contact'. Salvador F. Le.. Ache 5GShdioCoWwdve,LLC 8003admnSuse Sdte500 Dallas, Texas 75202 214.670.0050 (dke) Contact Yen Ong Cantracor. CORE Construction Services of Flonda, LUC 6320Taae Lane Saramla, Florida 34240 841.343.4330 (o fice) Conduct Brian Jones Landscape kehilmt Velander IaMmape Arcthitedure, DEC 706 Two ll Avenue, Suite201 Alarl Springs, Floods 32701 407.834.41041 Contact , Paul Vedander Civil Engineer IBI Group (Ror ds) 2300 Maitland Center Pare Suite 101 Maltanld, Florida 32751-7410 407.6502120aaft213 Contact John Woldi Rev DATE ISSUE TIRE GranaeVille at sown Center ' GFLOD, C -1 C 4]i cc O cc O GJ O 7 cn It AIR 5 FOR) tl�S xwsxED cRADes or envEUErvT IN xe caearve AND DREcnsr< III PLAN FOR .AFULL.)s ", mxmw Ta mcT USI maa APED" of u OTYPICAL HANDICAP PARKING BELTION (ONOT�II®� xAN.icAc RAMP eANI ®a-D D.O cuRa (III DR ors( R' R INTERSECTION CROSSWALK/ j 0 STOP BAR DKTAG, y/ liCal IRE , seRies c 1E11I1E1 nE sR oE)E FILE vLUE REFIECTOR17ED LEGEND AID BORDER eE AD ))ED - 1111E IEIEII AID BORDER A -DOCTOR ZED s xBLACK UT vP5s)LACK O—E DNctr) OD REQUIRED FOR FILLE EPARKING FIRE 1131 PER ROCoNAANCET or sery sRnu ore IN To OCECI" APO"T C, 5..O.Oo s_s (uuTCD,. OR cENLER DE PARaxa saAc�mN RED inw'iD' OHANDICAP 81GN ONOT USED ( 1 9 NDT USED I. ALL DETERS ARE ON IN ALL `SERIES c, RED OUTCD. ED (ENc TRADE) BLUEeacxcxourvD wow wwTE REIECTaalzes EEDEND ANDED (ErvcwEERwc GRADE) PERE ED OHANDICAP PARKING SYMROL !ST•OR; IL�q�LIL TRANsaoRTATory SPEcFC OTBAFMC SIGNAGESINSTALLATION BE. V. TUM / Da FFa Pauli usxr. cr Iml Iml 1111I1N ,aNT SAWCUT CONTROL JOINT Er CuGURN AIDHAT storeOIALL%a'�eEISEoN71 A % Z CONCRETE WALE O Nam, ��.T USED / wJ TER F UL. T1CODET-1 L-INS) SIGN sTAxDAws / q-YPICATO BTRIDERAH:�n. l �O(Arvuas To vARxINS aARARR Aar: onLn ✓(1 t /r R1 7 OVERTICAL CURB DETAG. t rric TmRFACE COURSE /—IASIPHALIDO NSTALL IN t EPT m80)DMA on LtPOREED (AD To t55i Z 1) aoi°N ° S1AIBUT DILIZE 4 TYPICAL PAVEMENT SECYION (raR ox-s axEv) Developer. WnwrSpdngs Tavm Center, LLLP 65D South Naihlake Blvd., Suitor 460 NBmonte Springs, Florida 32701 407.645.5575 (oll Contact Chad Honhuli Owner War Town Center, LLIP 650 Se'd Nathlake Blvd., Suite450 Altemonte Springs, Flodda 32701 407.645.5575 (of.) ntecP Ca. Salvador F. La.. Architect: 50 Sedio Cdladoratw, LLC 8W Jackson Slut, Suite 500 Dallas, Texas 75202 214.670.0050 (dfice) Carl Yen Ong Car CORE Corskudion Services of Florida, LLC 632OTawer Lane Sarasola, Florida 34240 841.343.4330(oMon) Conrad: Brian Jones Landsrape Architect Vedander Landscape Ardlitedure, LLC 706 Tumbu l l Avenue, Suite 201 Altamonte Springs, Flodda 32701 407.834.4104 (afice) CanWG1 Paul Verlander Civil Engineer: IBI Group (Fledde) 2300 Maitland Center Parrai Suite 101 McAard, Florida 32751-7410 407. 2120 ad213 Conad John Woh6art Rev DATE ISSUE TIRE FLAT —NI AL GrandeVille OF Town Center DCT1 IL 'SI ICCT t aa, C 11 W cc O cc O U O cn CURB ND aUTo R a°axsmucnon a Z s 1/2° E, r-j MIINTAN 1. ulE crePLAN cuTTEa cu IPENCE FEET 3/0roreM.nUR A.LEAR _ PSI,(MIN) soo ) AT 28 SECTION B—B n 6 ' 10 ' Z un Fli SECTION A —A SECTION CN C—CC OVALLTY cm'ree H T,s (BETTER11U1 IlEl� PLAN SYMBOL USE ON Ct AT - AA"A' eEca SUNENT ABU TBE E �OwxROOr PuxS 2 Txea ^ar' coos Arm cvrr4ae ,MrEEx. bD) rc.T.s. mucnory UD. xl aE ILI eE.EEN TBE EDEExOr G1TTE1 AND EDGE or PAVEMENT. CED O3' SYMl1fLTBICAL VALLEY -IS Developer. WnwrSpdnge Tavm Center, LLIP 650 South Nonhlake Blvd., Suite 460 Ajwr a Sell 132701 407.645.5575 (ofice) Caltad', Chad Hochuli Owner WMerSol Town Center, LLIP 650 South Nathlake Blvd., Suite 450 Wramonte Springs, Poll32701 407.645.5575 (ofice) Contact. Salvador F. Loom. Architect: SG Studio Collaborative, LLC 8W Jacwn Slmet, Suite 5)0 Dallas, Texas 702 214.670.0050 (dfice) Carled Yen Ong Contractor CORE Corskud'nn Services of Florida, LLC 6320Tawer Lane Sarssola, Florida 34240 III (ofice) Conti Brian Jones Landscape Aachitect Vedander Landscape AreAithel LLC 706 Tumbu l l Avenue, Suds 201 Wlemonte Sprngs, Flonda 32701 407.834.4104 (afice) Contact Paul Vedander Civil Engineer: III Gmup (Floride) 2300 Maitland Center Parl Suite 101 Maltanid, Florida 32751-7410 407.2120 ad213 Contact: John Woh6aM Rev DATE ISSUE TIRE GmndeVille at TDwD center w'�D' Or,�" r�o„aa HTAI_ SKEET ? CFLD�, C 12 cc CD C=) Sun) F­ EFECUMMER-E. MAE_ POPE a — Lai -nA i At, , — Eur- E SHOWN, — eN.—c— -,c I.S—IN_ —­W rNwax GNLE, INLET S1_I I j e SEEDETORE Do SECTUMN c -7n It A A 1N-11 -m-_ A P, ­E' �E_._LG.ROTE Z, GUTTER INLET InWE 6 F, `G_1 J11 1-1 201212013 221 1 OSTYPE "S" GUTTER INLET DETAILA A NAE" c. 2 10 El u O SAV INDTE�X�,*,2, IF. NE, VSTOBM OWE PIPE CROSSING 1- EX T ­'. T.- .Le - vIULGHT ­11AR, ESE S,F I. ..... I'll IITIII. NT.GI�1141. ACI_ 1c.L. ­/` LITTLIPS FUTAN vGTN .1 On- 11 STOP. AS N­ F-P TY1F.1 A/, —T (D MANHOLE FRAME A COVER I DjMLNS0G2�:RP­G Tff DEPTR ION-L 1.1 ­L IL Z� 11-11D T. 1-T I UE THII-11 A_ AITF 11TUDE1 Q 1T.L �A G FIC FRINTUA MAR4UN - UUN­ -0-80 C­­XNFFUL1T MA1.1. - DENITY IT. T 1. 1 1 T_) A AA11FLL EF" 7 'A MoOFEL P- ORE. —AN. ENCAGED IN NO. SHRNK GROUT FLUSH , IN MANHOLE 'ALL No - MAN N_ G� EET I. -AL PA-ENT- .ANH.LI AATT T U,1 11 E I IE enu .RICK INFLUENT MOTOR SEvvE MAN 111— INIAIIMINT INLET HE TI H OF -TICAL 1111 -ILL AS RECENT. 1111 FIRE RAN-1 N­ F A.. IN. _-EZ%.A­ET SHELF 70 BE INTEGRAL RGETH IRE -CAST BASE E-1- DROP CONNECTION HIIIIt IHER.TIGH TO ERSTI­ SHALL BE CORE RE U IIE OR NIFITMI IFECAST MANIESITE vrALL START. ITE L FSTAI1NL"H ESS STEEL ..ON. :T. r PIPE ­NP 1vREN LR.UT EE STEEL AEH.LE INIERT UIR RESILIENT CONNECTOR SEA BE E.1IRE WHER_ AIR INFE"'T IE"' I LVATEI _U I- OR GORE -UP THE, MAIN 111EIT CHANNEL 90 TYPICAL CONNECTION TYPICAL MANHOLE CONNECTIONS ATO .11 vrNT t�FE FIT"um 'Ann A IN " A- Developer. ftwr Seri Tm Center, LLLP 65D South Northake Blvd., Suite 460 Abrionte Springs, Feel 32701 407.645.5575 (ofoe) Contact Chad Hocheli One, ftter Springs Tonen Center, LLLP 650 Soul Northake Blvd., Suite 450 AJtB.'t' Bar Rudde 32701 407.645.5575 (of.) Ourract Salvador F. LEGOE. Archal 53 Studio Odiaborai LLC 8W Jackson Street, Suite BID Dall", Texas 702 214 670.0050 (oke) Cooled YenYOng CORbi CORE Construction Services of Florida, LLC 632OTmLane Sar la, Florida 34240 g41.343.430D (ofice) Contad: Brian Jones III ArOntaLt. Varlander Landscape Architecture, LLC 706 Tumbull Avenue, Suite V Allarronte Springs, Fli 32701 407.834.4104 1 ODnWct Paul Vedarder Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkni Suite 101 Maitland, Florida 32751-7410 407M) 2120 Bft 213 Contact John Woliffarth M DATE ISSUE TITLE HE IGVETF at T., Center -Tiler or Sl EET 11woxoRON. 0. TOP VIEW LNIH SECT"', A AT —I AN,, —U.—S DUCEPRESSUBJE ZONE BACK]FLOW-FREVENTER MR POTABLE SI 3 Oa" 1)(I .=(J-. CBECE VALVE .-E-.L— (PT11111 1111 111- DE EF. �E T R- . N, A 'T_ xw�x RE I N — 1.NI .-SUR. -1.1 .1 AIE W— RENFAACEME— 'OF A, U1.11EN 'HH' 4" R— ILD .EEE —E 11 P111 TH, L I -,'i A' A' 2—ER IETER I- I 'Ll —1-11 L.-1 ATERMANE[RM ISFORMWMLE I NHNINI PIPE ------------ ------------- ------------------------- ------------- S� ED— a Do STOPS area RH1IWISRIOELLED) COPPER STOPS 1. 6�wcj�� I'D CQ) : A I—F RE-11- 17 7- CLEAN OUT F LL USE 7621 REVERSIBLE HANDHOLE BIDO AND COVER 5 SANITARY SEWER CLEAN OUT � 21/2 NO —A IINEI—LE NAICIL 1.11LINI INI 1-1 1 IU—T S, A.. 11 — T 1111 OF T I'll ED 'RIIIE IGNIFETF —F OF '�_HN 1A11 AND L-11. .1— l' "N ­ 'ONICET1 DOLLAR — a� REPAI —T IRIN PON NN DO— S IIAII VILIE S NILUANIAAL I.INT IT_ a, , L_ AL, a, IALUII I DA, lla- 1. TH.. SCUO L.111F TRACING WIREINELT11 111TA- TR A,1 TWIFTE HALL ,A C I A A NO I 'ZE �LNE US TO P INCLUDING THOSE FOR IYORAINS. I ON ALL r— WATER T-11 RvHFE 11A11 HE N-111 No SEDIIER OVER THE ENTIRE LENGTH IF THE IIIN FORCE 1— Ao E"ETDA 1 A.i TAA..TU.��I,EA..A, LLRT IUT,1TETS. NU n1 LVER'TAET-DHyL OIE."E LO _IT PNWLA�2IRHLH'A A .'"' L_0CN NO N" HyDRANT � ANT TEE IF � /4- TE ROLI (IN , F" '.."TON "m � L.N.EITING APLE '11.Y'D1.1N1 1.1'1,1T1'ILLA, IF C.EER A 'IHAT �I�H'E_CO* 1.42�INETDAELIGN LLIR —21 sHERwix 2 —RAIA .I1NHTAALTLAATTYYTIAS'EEA L—C A vseDSS 'NGRACE—PEE AQFNRE'Ai V_E C,HEG,, E_D' I' ADOH OSCSFS.H E".TNi.HND P,IDAE '-GLIE AC AT THE END'.11 QTBACNG WENE ElTRDAPT ASSEMBLY Developer. ftwr Springe Torn Center, LLLP 65D South Nortnake Blvd., Suite 460 Abill Springs, 132701 407.645.5575 (Ofoe) Contact Chad Hocheli One, III Springs Town Center, LLLIG 650 South Nmthave Blvd., Suite 450 AJtamnte Spring Florida 32701 407.6455575(of.) Contact Salvador F. Le.. Alerted: 5GStudoOdiaborative,LLC 800 Jacwn Street, Suite 5)) Dallas, Teauas 702 214 670.0050 (dfice) Coal YenOng CORFai CORE Construction Services of Florida, LLC 632OTmLane Sar la, Ponda 34240 941.343,1300 hol Conti Bran Jones Landscape Architect Varander Lovehi kirtacture, LLC 706 Turnbull Avenue, Suida 201 Wall Springs, Floml 32701 407.834.4104 1 ODnWct Paul Vedarader Civil Engineer IBI Group (I'll 2300 Maitland Center Parl Suite 101 Maitland, Florida 32751-7410 407.6602120 w213 COntect John Wohlbrih R,, DATE ISSUE TITLE G-dAVII. at T.. 1%,,'r, A TH" DETAIL" SHEIT 4 C-1 4 C C t R C u. U: Developer LeCesse Davebpmem Corporation 650 South Nort BIuO., Suite450 Altamonte Springs, Florida 32701 407,645.5575(olbe) Contend: Chad Hochull ONK. Winter Springs Town Center, LLLIP 650 South Norhleke Blvd., Sub450 Abri Springs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leccese Architect'. 5G Studio Colabomtive, LLC 800 Jackson Shot, Sob500 Dallea, Tama 75202 214.670.0050 (office) Contact', Yen ON Contractor'. CORE Cendrucfion Services of Florida, LLC 6320 Tower Lane Samaoh, Florida 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander Landscape Archite ft LED 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vedandre Civil Eni Parkland Engineering Group 625 E, Colonial Drive Cando, Force 32803 407.369.3562(of5ce) Contact. Joaquin Mojice la.v DAM UIJET PSI L Mader Comm Gmndmil.tT—Omer ewrw..,.raMa. HARDSCAPE PLAN 451La1 H01,00 C Q: R C t R C C C u. L ■ - - . �Lfiflll I.J II .I;I;IY;P� n - �`Ll•'lllll''ly I �i • — ° =-= �I jkLIE Prom' 0.1 min �/4 �e C ��� a �I.��.'. l_. • :::::-: �: �:•-� �:�I�an ; ���. �����•, �\ � r%tisy!�ItI '�,§ ��� '�i1 � �:—C.■� 1 ��:!�,�I 1:1 1: 11� .1.-.._:�.. �_I :_.�.�..i_—:_.: .:—.L._-41 :0I�I■—: -ii.�_:_I� :.-�:-�. 1_�:.�:�:-:-.Y:.;. �: ._ :`. -.�,, ��,• ,�': ��i r III ■ �■■� ■ ■ � ■4a�ilil�7E In . , -. :� ; , ' —=CA ::. 11 j,, • �- III ! ■I • � ` 4 ' ' `� �... �� `�y:I I�\ � 5 a '--'-, �/ L.n ' .b /�7�I!♦i1._a• �, ; III ■ _II�114lililil _®IIIIII;I� . • Q ° , i / ■ ! � ■ IIIIII IIIIII ;,� ��oo■■ : j III pi' h44444 � 0j�'< � � :Z 1p11 �" ya •_"� l:� . .. 1 1 � �1 I • IIIII IIIII ■...:4::� lo" III; II I ■r �■`i$' � IIII ,�1i �.�■...—I::S� s , i '�i• ■!i::■ _ _i:�•�I:::�I::::�I:::::i:C7� �i::::�11..: �� �I • ..LI `Y^{f aw ��t�' ��s ... / 'i:7 �:� � IV/ y���1::•: ■:: '—� .�.� 40-1.—.—.4o—n.::mil:ii� �1:... �1. 111 �:�: • ., :: .:�1 IIIIII Ijlj AL ■ � ■ ,IIII■ '� 1 � '` ' �'' �: :: • ,..e•' :::: �' _sriY' IIII • � i■I■ _ � �< I. �:: •-!':tote = \ .. 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"' ���: ,11 ', ,Il ,,y■ ,IIII ,I,II :�ql ilk■. ��� ••i: II: li .. !i%S' 1 � �:.. ■� ■ G::•: i::' _ ___....nl:::� �. :. a r. � ►:� I ■� ■ II�:, -�■ICI ilia■Ile•�la. , . � o ;,.:._, �' � � �� �-/ 7::� • �� I�- � 11 ■ 1 I� � is I 11 IIII 1::: � -I:1-',� l:_--- —Ilr �. �@] _® .:.:._ r•-•=�:•:-r._ � I -•• ...:� �:. o I �:"5� IIII =�Igio /� �I l07 �r ,1 % 4 1 -,+, �� i%, ,.�,,- r\\�� afar ,-, I� 1' : - �::- III �° i. �� � 1 ///\/�' 1 ' �:::- II�: 'i: 1 � I�-i ■- � 'i:e'i:'A'•�u.. • �L..�L.: � -�i� ■■ :! � � I r I:.• L..:I: 1.::� I� ! I:ems m � u- v � 4: .�:� I -;Illl I I -I_III�_■ I - L I::� III III �ii � ' ' III �1 ilC!1�•� ' - �1u� II 11y V:: i■ onoun ---•-1 ■ s°icon■-■ I ,'-- SEE. ■::■ II� ■ IIIII ...... IIII II �.::-�- III -�'■-�-:.:' ..� % , I� - - = I 1 � IIII f__I� oa De doper 11Cesse Development Corporation .0 South Norhi Elhi Suite450 AJtamonle Spnlgs. Florida 32701 407,645.5575(oli Conduct Chad Hochull Dn■r: Winter Spnngs Town Center, LLLP 650 South Nonhlake Blvd., Sub45O Altamonte Springs, Florda 32701 407,6455575 (once( Contact: Salvador F. Leccese Architect. 5G Studio ColabonVve, LLC 800 Jackson SVed Su6e50O Dallas, Terns 75202 214.670.0050 (office) Contact Yen ON Contractor'. CORE Construction Services of F4orMa, LLC 6320 Tower Lane Sareaah, Rorda 34240 941.343.4300 (office) Contact Bre, Jones Landscape Archhed: Veranda Len dscepeArchitectare, LLC 706 Turnbull Avenue, Suite 201 AboonleSprngs, Floida 32701 407834.4104 (office) Contact: Paul Vabruder Civil Eni Patna Engineering Group 625 E, Colonial Da. Dnando, Fbdtla 32803 407.369.3562(of5ce) Contact. Joaquin Mojice Fw DALE IS@JE11RTc E UM WAM"JPDATN cm I - — ;:I LY■ted. Comm �f :emu Gue dMIknT-0a tar COURTYARD HARDSCAPE am H0200_ C 4: cc C t R C C C u. L IM �w 1111111111111■ ♦ �WA / Developer LeCesse Davebpmem Corporation 650 South Nort BMd., Suite450 Altamonte Springs, Flaida 32701 407,645.5575(olbe) Contend: Chad Hochull Owner. Winter Springs Town Center, LLLP 650 South Norhleke Blvd., Sub450 Abri Springs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leccese Architect. 5G Studio Colaborame, LLC 800 Jackson Shot, Sob500 Dallas, Tama 75202 214.670.0050 (office) Contact Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Sernaoh, Florida 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander Landscape Archite ft LLC 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vadandre Civil Eni Parkland Engineering Group 625 E, Colonial Drive Cando, Force 32803 407.369.3562 (otace) Contact. Joaquin Mojice File, CAM ISSUETIRE PSI L Mader Comm Gmndmil.dT-0a,m, COURTYARD HARDSCAPE 451La1 H03,00 o�O�- �PA �0 OOO o � 1 AREA V J North o' 5. 10' an, SCALE: 1'-10'-0' Developer LeCesse Development Corporation 650 South Norlhloke BMd., Suite45O AJdumOnle Springs, Floida 32701 407,645.5575(dfioe) Contend: Chad Hodmll Caner. Winter Springs rows Center, LLLP 650 South Nort Blvd., Sub45O Allamanle Springs, Florida 32701 407,645M75 (once( Conduct: Salvador F. Lactase Archbed. 5G Sludlo Colaboreme, LLC 800 Jackson Shot, suite50O Dallas, Terne 75202 214.670.0050 (office) Contact Yen ON Connector. CORE Construction Services of Florida, LLC 6320 Tower Lane Serasoh, Florida 34240 941.343.4300 (office)Contact Brian Jones Landscape Architect: Verlander Landscape Architecture, LED 706 Turnbull Avenue, Suite 201 WlamonleSprnge, Floida 32701 407834.4104 (office) Contact: Paul Vedandre Civil Eni Parkleod Engineering Group 625 E, Colonial Drive Crunch, Force 32803 407.369.3562 (dfice) Contact Jhaquin Mojice Fw LANE ISSUEIeRE WAM UPDATES PSI L Mader Comm GmtlMlketianWM rva+wa.w COURTYARD HARDSCAPE 451La1IT H04,00 U O Q Cli O V LCJ e raw TOP oP P�_ PnvErr rca` v 10 ,sri L �� � �: s-«s aria wrinrvo�s 61IXP41I PLANTER CURB WITH PAVER PAVER CURB DETAIL TE eE r. Tun PAvnu. us r.•. nl.r.^ wolm wNc�Te t>oun n ulx cv w i arse. u, ice_ 41 III TOOLED CONTROL JOINT EAWCUT CONTROL JOINT nL�rooLEc Pnvme. ie - o� IL. A�er�lr -11 �II�I���IIII IIIIIiilll-1 CAULKED CONSTRUCTION JOINT MAz.Ai oMI NMM,bI�NTooc. DCEtAIL. Ars,ETteNT DOWELED CONSTRUCTION JOINT ENLA�EHEN?rD�AIL. TAIL CONCRETE PAVING AT VERTICLE PLANE &�c�i��o�s�ra Oro ndreu Ao uA4cENrsAT ioA6 uA ro aE Frf�Ice1��R��TE PANN�.E� ENLARGED TYPICAL CAULKED JOINT CONCRETE PAVING JOINT DETAILS �J i in , vo PAOT oR uaE PnvEa w.LLS (rrsEr+voW r� iF �� r SEAT WALL FIRE PIT FIRE PIT SEAT WALL Cormencrcv To ,�S%\."_ MUc-EEr Pn - NnWnJ9 PAVER EDGE DETAIL \—wLOR TTeL .e "=Zg T. 3 FiLTErx r•raac wKe. eoor- HAMMOCK POST Developer LeCesse Development Corporation 650 South Nuft s BMd., Suite450 Alhmonle Springs, Florida 32701 407,645.5575(okel Conduct: Chad Haddon Oever Winter Spnngs Town Center, LLLP 650 South Nonhlake Blvd., Sub450 Allamanle Springs, Flanda 32701 407,6155575 (once) Undid: Salvador F. Leccese kchned. 5G Sludb ColaboGtive, LLC BOO Jxkson Shot, Su6e500 Dallas, Terns 75202 214.670.0050 (office) Contact', Yen ON Contractor'. CORE Censtnrcfion Services of Flora, LLC 6320 Tower Lane Sn"i Ronda 34240 941.343.4300 (office)Caniect Brian Jones Landscape Archhed: Verlandei d1scapeArchitecture,LLC 706 Turnbull Avenue, Suite 201 AllarriSprngs, Florida 32701 407534.4104 (office) Contact: Paul Vedandre Civil Eni Pat I'd Engineering Group 625 E, Colonial Ch. Onandq Fbdda 32803 407.369.3562 (oRlce) Contact. Joaquin Mojice Fw M1E IS@JETIRE PSI L VeWY Comm �f Gledmil.dTomdeer xrrs.pll>.r COURTYARD HARDSCAPE 4PIDe1 HO5,00 qq� .reel gm [loll III .Ill•..i,,�■II II I e I�.�II �.r ■IIII�[,,Gi� , ���. a � IMII--•IIIl L .. - - 'L All �l� �I���,,' ■ aII --\ �`'/�+����11 .. _ u so se MIIII milli y[' ����� �7 �' • • I��il� X 111 HosseeleX f°i%Il��iri' R II[ %-! +• a n r� al• �I I J ■I� i�.FI' Al �� IJI■ rin II all■ II r ■II■ r II ■I' - r dP r ���ri1■■r■rr■r7r1■■■■.I r 1 ��re��LiCi■■ii� /� c � � 1, � �__ _ %� r.,L♦ / [/ < \�P /ram �j� y:s:r-sz�r=�ser.�.re -r�u� ���uu.��`�r�r.•uc�•n��.��arr a � z � � • ; � �j♦ Jv�C�e�seesr�se��o ��ama���z�i�x■�■■■ 7 7 r i 7 757 — o 3 N !11X■■■al�S���� Bedoper LeCesse Cevdopment CarpamXan 650 Scub Nadieke Blvd., Sub 450 Altamonte Springs, Florida 32701 407.645.5575(pi Contact. Chad Hschdi Owne, Winter Springs Town Center, LLLP 650 Sculh Nor*ke Blvd, Suds 450 AXamonte Springs, Florida 32701 4076455575(oft) Coded SahadorF l.eopese Arch red. 53 Stidn Cdladorarive, LLC 600 Judbon Street, Sub 500 Dales Tugs 75202 214,670.0050 (office) Contact Yen Org Contractor CORE Conall Services ofRonda, LLC 6320 Tower Lane Sarsecta, Forida 34240 941.343.4300 (dfia) CodacC B.n Jon. Landscape Architect, Vahnder LaMsaps,Archtecture, LLC 706 Tumhull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (.1 Contact'. Paul Val Ciml Engineer Pall Engineering Group 625 E. Word One Orlando Florida 32603 407.369.356211 Contact J.quin Mojia Rev DUE METTLE ;$is�ITe �i�rauerns e, e GreMeVileetTom Carr Wve+H IMh OVERALL COURTYARD GRADING Col 101,00 a a C —C R C C C 4J. L LrI 4: ;!.jil , -- irinr{ i4 ,.. I riii •. -- innr; .� I��. _ =_� IC .-- INNER �4 � � II olr,lilr! _ � IL;ra;r" I _ I I ■ � __ �♦ � • � �a�<a;,;� .� as1 � ., IR. - �I �' �■ I�� �' ■ ��� \�� L ♦'ter � � j •`I• � le.���• ` . I��� I��� \III„ ii�i�i;iw � �� I �, / �`�• `. ' � �� � � ��� • / � �... IIII I� �I�',`� .� �I//I�4 �C �" �� •`: � � 1 1 III� �Ai�ii�ii'i'ii�i• o ♦ 1� � � " \cw � ■! • • III r44444ri _�\'f • �W�� C� rrl�ir � �r •�; ��� � �� • �� � � �i � IIII• �I■idol III r • �%�� y�j% I 1 `'.�/ � � • - �� �� I �� �� �' III •■ , 1� ■ 11 11 11 11 11 11 � ■U■ �.I I � �� �'� •,II, �I,I �I � I, I� ICI � � �I �� 1111t _ _ v De<doper LeCesse Devebpmeol Corporation .0 South Northi Bold., Suite450 Alhmonle Springs, Florida 32701 407,645.5575(dfioe) Cwtlxd: Chad Hochull Deter. Winter spnngs rows center, LLLP 650 South North Blvd., Sub 450 Ate note Springs, Fondle 32701 407,645M75 (once) Contact: Salvador F. Laecese Archbed 5G Studio Colaboi LLC 800 Jackson Shot, Su0e500 Dallas, Teems 75202 214.670.0050 (office) Contact Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Saraoah, Fonda 34240 941.343.4300 (office) Contact Bnan Jones Landscape Archhed: Verlander Le dsrapeArchitecture,LLC 706 Turnbull Avenue, Suite 201 NbmonleSpmge, Floida 32701 407534.4104 (office) Cooled: Paul Vedandre Civil Eni Parkland Engineering Group 625 E, Colonel Drive Chando, Fbdda 32803 407.369.3562 (oolce) Contact. Joaquin Mojice Rai DALE ISDJETIRES cm ESUPi P•I L lir•ber Comm �tf �YOMDP 11.11'..T—Oarler COURTYARD GRADING 451La1 502,00_ VA II coNnrvuAnpa12 INLEI l 11 I ❑ ❑ 1 II I I Ei 1 III II I I II 1 ! II Wf _ II 1 II sg O , ❑ I I O I I FQi I I p � I I o —J I I s ❑ •�B eT , 01 __II—___ 1 �� J �� � ` � � � 6d 6 ____II _seas i� � rr ® ❑ � i '1 'I / `� �a+e crsnoe we Ix.: saD � � (sizo AB iNoiu,ev)ve ♦^ T � A ET WI3' BAND Developer LeCesse Development Corporation .0 South Norhi Elhi Suite450 Albmonle Springs, Florida 32701 407,645.5575(dfioe) Cwdxd: Chad Hochull Qw41Br. Winter Spnngs Town Center, LLLP 650 South Nonhlake Blvd., Sub 450 Altamonte Springs, Flonda 32701 407,645M75 (once( Contact: Salvador F. Leccese Architect.. 5G Studio Colaboratti e, LLC 800 Jackson Shot, Sob500 Dallas, Tema 75202 214.670.0050 (office) Contact, Yen ON Contractor. CORE Censtrucfion Services of Florida, LLC 6320 Tower Lane Saraoab, Rorda 34240 941.343.4300 (office)Contact Brian Jones Landscape Archhed: Ve4antler tandscepe Arohitectare, LLC 706 Turnbull Avenue, Suite 201 AllamonleSprnge, Floida 32701 407834.4104 (office) Contact: Paul Mender Civil Eni Parsbod Engineering Group 625 E, Colonial Ch. Cdando, Fbdtla 32803 407.369.3562 (oRlce) Contact'. Joaquin Mojice File, DAM ISSUETIIIE cm coum TO Pe6 L Mader Comm �F AYOMDP GmtlMlkelian Wbr rvwavwa.w COURTYARD GRADING C C t a C 4J. Developer LeCesse Davebpaem Corporation 650 South Nort BIuO., Suite450 Altamonte Sptlngs, Flaida 32701 407,645.5575(olbel Contend: Chad Hothull Owner. Winter Springs Town Center, LLLIP 650 South Norhleke Blvd., Sub450 Abri Sptlngs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leccese Architect'. 5G Studio Colaborame, LLC 800 Jackson Shot, Sob500 Dallas, Tama 75202 214.670.0050 (office) Contact', Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Samaoh, Florida 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander LandicapeArchiteft LED 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vedandre Civil Eni Parkland Engineering Group 625 E, Colonial Drive Cando, Force 32803 407.369.3562(of5ce) Contact. Joaquin Mojice GmMMlketianWM xrravwa�r SITE LANDSCAPE PLAN 451La1 L01,00 C 4: C 4J. De<daper LeCesse Davebpmem Corporation 650 South Nort BIuO., Suite450 Altamonte Springs, Flaida 32701 407,645.5575(olbe) Contend: Chad Hochull ONK. Winter Springs Town Center, LLLIP 650 South Norhleke Blvd., Sub450 Abri Springs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leccese Architect. 5G Studio Colaborame, LLC 800 Jackson Shot, Sob500 Dallas, Tama 75202 214.670.0050 (office) Contact', Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Sernaoh, Florida 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander Landscape Archite ft LED 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vedandre Civil Eni Parkland Engineering Group 625 E, Colonial Drive Cando, Force 32803 407.369.3562(of5ce) Contact. Joaquin Mojice GmMMlketianWM xrra.rwa�r COURTYARD LANDSCAPE FR LO2,00 C C t a C Cf. L LrI Developer LeCesse Davebpmem Corporation 650 South Nort BIuO., Suite450 Altamonte Springs, Flaida 32701 407,645.5575(olbe) Contend: Chad Hothull Owner. Winter Springs Town Center, LLLIP 650 South Norhleke Blvd., Sub450 Abri Springs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leccese Architect. 5G Studio Colaborame, LLC 800 Jackson Shot, Sob500 Dallea, Tama 75202 214.670.0050 (office) Contact', Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Sernaoh, Florida 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander Landscape Archite ft LED 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vadandre Civil Eni Parkland Engineering Group 625 E, Colonial Drive Cando, Force 32803 407.369.3562(of5ce) Contact. Joaquin Mojice GmMMlketianWM xrravwa�r COURTYARD LANDSCAPE 451La1 L03,00 C 41 R C t CC C L� urr // Ur LC PLANT 5CNEDULE GRANDVILLE W5 NATIVE PLANT CALCULATIONS TREPS Bra z Bssmaroka noaba a eMk Palm BSB ie RI:MPP.rS ovfwsLLnelGrn,slLvfRvAR. .:WN w,aautY x 11 a 3 a C,1h. cooper eaprr � p revs MsaaLan tree Fem lvna w . 25 gal 7' ga B sTAKEOY. Noana .a4neaom�arehdlaW Re n1a OM > Lymaroema la,nc Mvakogx' Mvin^Trvnk laverckr Gape My+de 30 ga1 10'x6' 3-5 MNN iPJ1NK3, IAVfNDAR a eNsRa Redinan alm MG 2 Magndu gnndebra'Claudu Wa,umaka' Sov[xem Mag«lie RPG B68 B' 20'-22' WELLD —D.— —Ma— FORM. SPEC pUAUrc Wig DV Lon®eat Fltrc D a P,o�N eadyore<a'MmJ«r MmJod Dare 11. BSB 16' G.T. Maaxm spec, t. I'll mina 1:1Pa1m Selecaon: Pn«nu SyWeeter Im M 1­ren Dupalm Fns I Palm BBB SMAIN TRIINK5, 26'-30'O.A.,ra No tt 2Tabeb,la ry rkM1a Goldrabehula PP 16 Pnus IongleafP« BaB 3' 14' TRUNK3 L.T., 2---@ I2-1a e.r., e' -1v rRu141-. Single Leader TreeTltr] ,Ninon eLg Pnroeaa rows. OV 2 paWztn_s pueruu mrg,nuna' Cauudral' Ce .1—Oak 200 GAL. OR RPG'B6B 1-1 1—, 11-NOPER — NK.-1 a.Y/N quea LL m Yarn eauga,nnllre SP 46 1-1 palmetto .-,1 Palm er- —IT 10— ordYllnetem,inalyare ror rn uuoTO BLASE on sp,nlosum oft—DFROND SY 57 a"— romanmfnanum pu«n Palm B 8 B OVERALL n I— SNOWN ON PLAN rrnry Bamboo 91TA 26 re"—romanwlfianum paean Palm B4B 24'O.A. 11— MATCHED• GRfl WOOD T. N1 DIAM-114'-119 T N.am laaml,nMg Pygmyoate Palm TO 2 TabeWu cxryzMncxa .11 Tabebuu B6B 3' 12' 3'S1NGlf BTRA1GM TRUNK BEFORE trri um BREAK FOR aF a,aaaa/mamma a1m u 1 Tibo h—elegare Fnnmx fbwer 25 g+1 —1 —111— 1 Alpha ze�unbet'Varkgata' N. wrens ge 85�� 3 BouganrtlWx Barbara Kant' BarbrolGnk neougaimnllea "I gal TffIL1510 N. �Ih efalfern 19 CordyLne term,uLs Ti Fl- 7ga1 Rae s,srer varietyN. 22tam Bow s w G l D sP — Gardena ang,ara cysad wrdan,a I I s y1 MIAMI suPRDME N.t�sua� gonna HI e IL F D 64 3 Illicmm 1—Puryk N.—donmsao Prix 7 ga1 7 gaI le. x 24' HT. 30-111L.5 CA —MIN. d M... a trrapeak Marry Bt ana PRr T J B 4 Pnoen,x r«bdenv ttarA pem,umyamiwNes Pygny Date Palm eonlederatrJasmix 25 ga1 7gal 3'-4'tR.,TWPIE TRUNK; FULL CROWN RE W/ 9TNNIF59rcyE SCRPI5 AND BIALK 21�5' pR s 'guty Glow N. 11 41 1— No Grass EWgian varfbwR urmnGreu VA snRUB Ax ss 15 3 ott 50G V,Wmum awabub 2amu IurNrxWmartima BornnILA1 NAA,E Mnuab spp. Mimor trX 1.— GMboaM 1. coMMory NAME Annuals 15 qa1 15 q,1 cover 6' Pnt@ 9' « 4 x3' 3 -4 MT. rrEMPws N. N. � lam M—Ifut tgoze 15 P ssrumbet VanegaG' V r,egrtW —11 Gayer 7 gal @ 3G" « 1,aasM m rs. ,ers yy:g Try min WSW M SM1 II ZM ceeg Mrs. g unum 4 e" 166 Bul6ix lrvteecene 3GIVed Bulbine Igal@I&« Yes ID 3917a 0 ea foontle BR 93 Bromela sp. Bromelud Igal@Ir« Asxrted Vand:es LF 159 Lykanmm lalcnaa. yleal Fern Igal@ I&« DO 22 eW,aeum wnegatsm'Bmvo' araro Groton e'1@36'oc 24'x el IT, V 13 D,ems vegeta Alnrzn lrrs I'fie '« J GS Fa yp0 iw W eFabu ga1@36'oc P 261 1—patens IN, B- 3gal@30'ac M 430 Jamnum mulaeomm Oo ey ,x 3ga1@36'oc TOM 509 lamare canary -GON MourN' Gold Mound IanFana I gal@ & « Ind 334 1a11WN mon[cudrnsa 1,1, T-1, lantana I gale 12•« u 491 V. yrs I g I@ 24-« 2,156 Opx,opogonppan,un Money Gmss I gel@ 12•« EN 17 Pe,rcas larcedata'Ruby Glow' Egyptian SraMower rwt@ 1 g « Msated Colors PS 19 P1v1dendron sdloum Sea nead,y PM1lodendron 7 galne 41 « PBR 41 PennoeWm xtexum'Rubmm' Puryk he ad F.,-,n G,vs 3ga1@30'oc 30 PM1,bdendron u,udu FModendron 3ga1@30'ac 2a0A. PD 42 Roes RadUo' Fa«but' Double Kn«kout Rine 3 ga1@ 36' oc DOUBT£ RED ROD 242 Rosa:'RW Orih- Red Dnit Ka«FM Rmx 3ga1@24'oc ER 175 Se rep Saw Palmetto 3ga1@36'oc TR G2 5trom— q Tn«Ior Tn«Iu'SlrcnuMle galev— V BI SCM1elflera nnagaa'Tnnetre' Varegared Umbrella Plerw 3ga1@36'oc -I D-1 M,rtm Jasm,ne I gal@ 11 « 316 Tnpsacum aondare Dwarf Faka1— 3 ga1@ 36' oc VOM I.— NWrnum stolen-,hl Nburnum 3ga1@30'oc 12'-1all NrSPR GROUNOc—ND N 391 BOfAN1LAl NAMf MUIC1. Pine Bark L W M COMMON NPNf Nuggets C«nhe REMARKS 1'DIA. OWN. 3-DES IAYER I"ON TRffS ga1030'oc gal @ 36 l gal@iroe gal@tear gal@3eoc gal@iroc gal@3ear 2 gal@3mac ga@36 oc gal@.gar l eat@ir oc 3 gal@24'ac 3a@12"oc Pst@ te" es 3 gal@ 4g" oc 2 gal@3a•ec 3 gal@3a'ac gal@3coc 3 gal@24'oc 2ea@3cac a1@iror sRwPaat T 121 p13.71 2pm.o2 ii5l21 g2s 2pn3.75 Developer LeCesse DavebprneN Corporation 650 South NoMlbes BMd., Suite450 Altamonk Sp ings, Florida 32701 407 645.5575 (01 Contend: Chad Hodlull stoner: Winter Springs rows Center, LLLP 650 South Nonhlake Blvd., Sub450 ABemanee Springs, Flotlda 32701 407,645M75 (once( Contact: Salvador F. Lactase Archbed. 5G Studio Colaboreme, LLC BOO Jxkson Shot, Su0e500 Dallas, Teas 75202 214.670.0050 (office) Contact, Yen ON Contractor. CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Ronda 34240 941.343.4300 (office)Contact Brian Jones Landscape Archhed: Veranda t3ndscepeArohitectaN, LLC 706 Turnbull Avenue, Suite 201 AllarronleSprnge, Force 32701 407B34.4104 (office( Contact: Paul Vedander Civil Erlpncec Parkland Engineering Group 625 E, Colonial Drive Orlando, Force 32803 407.369.3562 (oR1ce( Contact'. Joaquin Mojice GmtlfAlketT—Caeer etvg,,.,iw. PLANT LIST 451La1 L04,00 Ca O Q CU O U W PLANT NOTES I. The landscepe contractor shall be responsible for all matanals and all work as celled for on th.lendscape plans antl in IM1e landscape specifi®tlons. TM1e list a/ plant quantias ¢ompanying the plans shall be used as a guide only. Contooshverify ctor all all quantities mM report any discrepancies st time of hording. 2. All plats metered. shall be graded Flonda No. l or better as outlined by Grades and Standards for Nursery Plats, parts 1@11, Forids DeperbdR ure nof Agricutiand Consumer Services, Division of %ant Industry, and edition, February 1998 3. All plant bed. area be top dressed with 3' deep layer of l-dlameter pine bark nuggets. Top of rootb.M. for trees are to receive light dusting of mulch (1'). Mulch ring around trees in lawn areas is td be 3'A' diameter. Tree sauce! are to be removed after planllree establishment, excess soil is not to be pushed on rootball. 4. Stakingof trees or shrubs is required. The landscape cortd—is required to-1.1 nail plant material in an upright ..itstehl. posposition. Staking methods, if diRerefha nt from details, must be approved by the landscepe architect. 5. Nl specimen plant materials area be approved by the landscepe architect prior to requemats to me ldb site. Photographs of accord s Wilco scale representation Will be etl. 6. It shall be the responsibility of the landscape contractor to remove all existing pants and vegetation I. areas of new panting, -noes existing materials have lose. india[ed to remain or to be relocated. Finish grade before planting area be 3' below finish .,face of adjacent paving or top M adjacent carol 7. Lenascap, —dr for shall review erchiteca 1-iti..... g plans to be Pone throughly familiar with s-.ace and sub . -dace utilities. B. landscape centrecror shall coordinate with the lighting and irrigalice centictore regarding tlming of the Installation of pant --arid.. 9. Every p... Us sitfag— area Ina feken to pho- buluddng surfaces, paved .-,feces, equipment antl antl furnishings. landscape contractor shall be responsible for any tannage r in jury to person or prop.4 whirl, may 0— as a...It of their negligence In the prosecutlan of to work. 10. m provided, landscape centraclor shall provide fill for the ca—five pots and cemdinate Irrigation and dramns for each of the Pots 11. The landscepe contractor shall assure that that, work does not interrupt established or projected drainage p—ors. 12. Th. landscepe contractor shall assure adequate vadicel drainage In all plant beds and planters. Vedical drilling through any wmp.-d fill t0 native soil shall W accomplished to assure drainage. Do no install plantings if drainage is not suitable (or optimum growth. 13. Peg add on slopes, as required to prevent slippage, method to be approved by the landscape arohited. 14. Areas to be sodded are'mdiceted on the planting pan. The landscape wntlIXor is esho... Ily res HN. for the lPat, ofgoods end reasturessin-of law. I. alas disturbed by censtmction or ideging acttvaies outside of indicated antl limit.. Gooding and lawn roe -Maur. -shall be to the Sather ed.. of the la.d.pa —it- 15. All airs landscepe area sold, shall be tested for planting a,itabllity(pH, fertility, percolation, toxichy, e[c.). If certa roin ..ad. (areas) are found to be unsuitlble, Pori shall provided a program of ccor ive aotlons. If these soile are found to be generally suitable, the centlGor shall proceed with normal it amendments and parting procedures to assure t'. vigorous growth of the specified landscape materiels. 16. All plant materiel to the g-aoonhad for a period df one year horn the den. df final acceptance. IRRIGATION NOTES 1. All lenders, ants will be watered by and automatic irrigation system. Covarage for irrigation system will be 100%, head to head. System to be designed to provided full site covei within water restriction time frames. Water supply to be deep well a See comer of site. 2. Pomdad rain sensor device as required by local and state codas. 3. Provided necessary double check valvelbackfce, device st the point of cennemion to the ddmestm were, system. (if pOlabls water i. to W-sad in co-rt d) 4. Spray heads in gro-ndcover to be 12-po pspoo (H.— MP Rotator series) 5. Control system to be in locking, wall mounted wntml box. 6. litigation system daile n to comply with the follbae., B.e. Flonda Builaing Code. Aaendix'Fca ', landscape units— Systemrrent lion s (CuVe) B.b. Flonda Slatutes20WCrM.X 11,Chapbr373,373.62-Water Conservation; automatic sprinkler systems) 6.c. City of Winter Springs Ondinance 2010-2011 ee— m- mm�mmm"='u� l �� iron—mi —m—w=R 'Taco =w��in mom = m m—Tn ' we..... w.oa®. b�..,.r✓.,�a. TYP. PALM BRACING DETAIL TYP. DOUBLE STAKING DETAIL e+..,nw.sw.wama r Lw..Ka TYP. TREE PLANTING & STAKING DETAIL MULTI -TRUNK PLANTING DETAIL DMcpt : LeCesse Devebpment Corporation 650 South Northi BIM., Suite450 Ajhmonle Springs, Florida 32701 407,6455575(d6oet Conrad: Chad Hochull QMIBf: Winter Springs rows Center, LLLP 650 South Nodllake Blvd., Sub450 ABamones Springs, Flanda 32701 407,645M75 (once) Contact: Salvador F. Leaese Arnim. 5G Sbtlb Colabo ntme, LLC BOO Jxkson Shot, su it500 Dallas, Telms 75202 214.670.0050 (office) Contact Yen ON Contractor. CORE Unstrucfion Services of Florida, LLC 6320 Tower Lane Senea3h, Flonda 34240 941.343.4300 (office) Contact Brian Jones Landscape Archhed: Verlander LandscapeAtchinclum, LLC 706 Turnbull Avenue, Suite 201 Allemande Spring Flmitla 32701 407B34.4104 (office) Contact: Paul Vedander Civil Ergnear Parkland Engineering Group 625 E, Colonial Dr. Odan,lo, Fbdda 32803 407.369.3562 (oRlce) Contact'. Joaquin Mojice Dlerdmilistiandder wywrlclPeslY LANDSCAPE NOTES/DETAILS 451g01 L E M (y 7 C0 O Q ca 7 N SHTING LEGEND w IA ov LA e PnrE uioH, m+oerswnrea usH. North y. t8 ,2 Devacper LeCesse Davelnpmant Corporation 650 South NOMlake BMd., Suite450 AJtumonle Springs, Fluids 32701 407,645.5575(olbe) Canted: Chad Hothull Ormu Winter Springs Town Center, LLLP 650 South Nonhleke Blvd., Sub 450 Atertnes Sptlngs, Flanda 32701 407,645M75 (once( Contract: Salvador F. Lecosse Architect. 5G Studio Colaborative, LLC 800 Jackson Shot, Sob500 Dallas, Teems 75202 214.670.0050 (office) Contact, Yen ON Contractor'. CORE Censtrocfion Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300(office) Canlact Bnan Jones Landscape Archhed: Verlander LandscapeArchiteft LLC 706 Turnbull Avenue, Suite 201 WlamonleSpmgs, Florida 32701 407834.4104 (office) Contact: Paul Vedandre Civil Eni Parkleod Engineering Group 625 E, Colonial Drives Cdando, Force 32803 407.369.3562 (ta5ce) Contact'. Joaquin Mojice GmtlfAlkelT—Cater xrraMwa�r LANDSCAPE LIGHTING PLAN 451La1 L601,00 U LEGEND Cnna. POINT OF COMMENCEMENT w C&G = Concrete C- and Gutter - _ NTNCLUDBDxPoR110NI4'Dy.py `o t (D) Warwenty Oeetl OR, 7624, PG. 1962 DESCRIPTION FDOT =Ronda Department of Transportation J w�' SCALE.1 =a. A� B pPfIM26,Bbck B,D.R. MiT ELLs3URV OF EIEVYGRPMO EJESSUP,a..m din F.P.C. -Flontla Power Cary«olio^ �P�'+ h, J P pkt PogeShce Public RepM.d3emindeOwnly Fklwe, and Nat -INN portion of-B, Iyire wV Dd =Water Valve $--iKJ .✓ aL•g. Naabd State Raetl 4a4,WwldOwan Drtw,beingmareplalaMd.mmd.mll- GW = Goy Wira J / p ` BEGINe1 Ne3ouNe.Iwm.ILI1, LUTTRELL PINK, es-1Nedln Plel11111, PogeNdxk Semirola GM =Cue. -I j J��✓ Caunry Repms: Tkerrw Nwl lB°5]'30•Ead.W.,thP FudeaY line I -III I-RELL PARK. far 440.o6 EP Edge of Pepment > feel: Tnenced-druldadlIne-,-11,71°za'57"Ewtbr27515- tP the vNli a9kluMvw 11.1 y j UA lOTPo?n Doren Dave; Thenp elore xitl Weebay rgMaP-way line Nefdlaxin9 five (s)murses; (1)SouN 10'3503'Weslkr EL El-1.,, M/ 2B B O J �'va 20 1 bd:121 SPuth 15.24'e0'Ewtfor111flu11)Itil 11°OB'42' Eptbr93t3led; (4)SodM1 18°35V3' I.R. -Ird Rotl pNTFEC'a'UEOC/T JJ West br91.90 feet(St Sou1M1 51.25'03'Wedbr 200.2aledmle NonM1eay agMufavay lined3bb Roatl 43a, I.R. =Iron Pipe i / 'N g 'B >gV (qK 12'y B J Fbatle Oepenmem dTransaefion Maptl Sedion]]0]0.2516, alx Mown as 3emm�3Ovetlo Rced xitl NonM1eay INV. _ Invert+g - G: y-FE-,S��Gfyy abasis of bearing lslegal escapton; TM1ence NOM 30°43'16'W Balon9 saitl NoMeay a9Ma1-way p =Set 5/8' Iron Rotl NSl Cop JLE5610 0 Pgt $GP OF / br,ib OZNTeOF BEG NN�NIG ]125'00'Ea M100.32 feet; TM1erte Ncrl •5]' 'Eas4adudnxdtd.85 onto shown Otherwise •-- ;a„ ®j VgCq .q o e 9 ryD..tl repra.tlmoacbl Remda BodeSwt, o = -rung Elevation YS NT L.. Nd P.Il pmeyetl tothe Ciry dWdr Siddv, btlarnme. Ml«w: LB = naxaLi Budneaa ^i i o<OrP"Pn Pog. w6, Pabfia R.pMa PriAs.mmdeep MtP =Metal LigM1l Post ::D �� ✓ yq� / J.✓ JR z8 p- M.H. - Manhde �w ✓y-,- ✓ " Ck MTcy�B<OC l Thel wrteftlb Unnummretl Let In Bbck'B',O.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON IAKEJESSUP (M) = Meosuretl �ya'� /qF✓Y (S SU B . -di In Pit BPok 1.P.p5, d the PuElb RepNa d SeminPl. CPurNy. Fbeda, I. ult-ft tlldab tit O,R. OR- Records Bock ! ✓ '` "S�h Jq. 7'B, 7 pE S4NT L l fdlvre: OHW -Over Head lWrw - y<'�>z }V✓ G$ a % Cumm«,md le Noatwvest ruiner of Lot 2B,Block-I, OR. MRCHELL'Sart Y OF THE LEVY GRAM ON 1 '�r✓ / _;'--E 2>3 rs//> .$ ® G>'R. j / tAKE JE53UP as recoMdf In said Public RxaNa, xb pdM min9arepwM314'pip;lmcerunSo1,18- PBP =Plat Bo kt Cdirel Point ��pgv ��-u�ai..6e} I 21W.t ebn9le oreshineelseitlbt20edbrenwd]20.1]kNNNe Nwl ngntdwey line of First Stree1fe 30 - -- fort uncpena�a9M of way PG = PPge Q yey ^ \ • / x.� �.-;\\ '\/ z3.ae red;m«x satin s's�ar�ieweraa�sm2r�m4n.oi ieeI meRSPar�m.nrreamm.Yy �omrs eaFmseaeL PVC =Poly WnN cMontle 4 g ..rer,.%-..r `� ✓"'- .✓ Blinnin9; ennce ceminp3uM 51°24' RCP=Reinfdced Concrete Pipe > W '1 `ti, / IMnx run Soul 51°24'55'W.tatllslnxd96.30 betmla Pdmd ti Q. ..'� o5'Wedad-114]80bdm le NPrtmpbM aabldwar lip d 3bb-it 4. perFbntle Dep«knxt1 R/w - Right -of -war^ QQ 'z`` T TC = Tap of Curb ^'p >- > "�~ / re ding lidatdW Intend sy Map Secaon]]0]0-25,6; (hence North 30.43'16'Wed adiebrbed2003bet Nance J \Nth / vyr✓ depm n�in9dr]BM1lof walyaline 3cuN e3° 11 IRCOIEadatlistarrceof14.18k tlpnce NcrIM1 51.2d ae-Eeda role = rdephde a 3 ro ,,S�� as 13.2faet nx sPdh at' as•gs• Eadaaidanned,61. mine Pam Too = Top of Bank 3 N 7dp dBe9inning. s.C.P.R. =-1-Ownty Pudic F-v 2 r r @va / sabyd b.kbBre e.d^e^b, aeMabf-w.r.a�a'wams ra.rvanona a^e reaNmP.ar.Pranam. WPP WPd1 Power Pole aa,,,4 n Vie: NOTES: / w e 1.U-Itbwrs N. dgnaNreend N. Pdgind awl de FI.IN licenxd Survx« eM Mapper, lc report.-Iurh, qM or dd l. AN F B 9(PD B - °s✓r'r r w o I/ aiou,g pM1y or path. is probi udd!wilodr wridi.Pnserrtt N ,a prryosu� map orraprn by olermen Hro > U um Group co lnryoretvuMIddl- and« bible way reccN. E v c e Pa > PC2AtlFkFy a- 2. Lenin drw'n hereon were na amo-acbd by III ?.cL <Ey, " .^.✓t`," l ah« .h=are bawd on semm.b cPPnq eenanmark numb«4]a3eDl mine e.dimea.avK•^wl.e Obcaraeb City Ie'a addi N. NOM etlpdpvemeMMSbb.0da434l AlIin. saule.tdNe Sabmey eon mclrydw^krsParea cnyemm.m bdmine. EMamid a6.ge6 rderenptlm Ne NdiPnalcweetwvenipl Damon ' \ ._/ ep i 7fFp %Wsg •✓ ^`s1Ncw1d192B �-' Re 4. al m.w,remenb.rem.gre.^.^tw;l ton m.^den a.N ahowre Id -I od..PRdW.^ded.mbmamud-. m8 POINT OF BEGINNING QED Nr `ram Spatial W.nd Dptl to Twtww reprtl.d in Oi .1F.rl BPok-7, Page- TM bounder, dde bbeled -tlr. w / suax (D)irgicalesa °oescapfion xlr lmm s ialwewn,y OIvd re 1,nOldal R.I.emk 76z4,I.R. y.osl ,o \- cow«wT CANT Nap ✓G' __� eon ere saown aereon whereeaifmrenxn been enwumerea. 19az sou $.III GrP.P. morebtl's ni,doi ed Aulon- ND. 5610, Is issuetl by Bw Flditla De-rddP9riculbre xtl v7'as FIty aeR.dl hR. eesw x� lmenre Floriee Dapanmantd TrawpPrmmn l-d- .y Mw Sao1bn Nivii 0]0-2516en vre reform �•'w � e'er_ 3v/$� J l tla;NMM1eay RgMa4WeY fcr3mm Roetl 63d lSedordOvimP Roedlp mire N«Ib 30°43'1B'WM. n✓w? ' UN�NU 7Fo,� q _, mac -� . TM1ia is en boaagrerna aarvey eon loPdiPna are I tP Amble impure i is Pnin, udbrurou.a wrl., if nth., are �K CeVRC BHfo ECT rQT >e 3m GWq�sd/ aron msm.mrem"�i'm'�ee nonai .neergrol�na Nupu�'.e no1'BnP:mno^bmw`aaara`.ire new"eaamayauN're ' pr�We�eaal�m �kl N$s Vvo�P®} vAgNT N 'S!/q lOC/f _ yore lam' J hu ed wIt- e ".m•'w `\ 4� f. bvyb >FG',ySCP ESSFB\ ��_�`� '� 9. Tlria curveYdcea nd re0ed nor dekrmineawreraM1iP. .n✓0. �bdd B(UM 10. Referencem nbtle M1eroon to Fidel _ iry Nafionel roe Inaurenx company C«nmamerd No. cD05-t Wa02, EgecAve May e, 0 0 +•� .✓. {s d0 vp ..d BERG, 20pds:pPM. No cuweM rue Sxmn.dccmmieneds were pmvkwamew survgbr. NOT INCLUDED '$�S.`P �N �\ Y uw lax xm r r.nw 4dl) �,ry �q 19022.P.-RepmnalI lift- ift an is Iy.Fdd. kMbX'A'd Wananb e..tlr.wrd.tl in 0llWaIR.aNa Book ]824. Page a°rm�LL f Dtl`'kT� J "% „-,a�+`„' i2. Trrerrw Eknl uanecnm nerem eesmd2 la mrldopea.n1.1, sPnty. Tn. rra shown have notmxupmbe �rt6ry° - ` e . adlhla aurwy. No emmpb were mom bwaty the rypa. sizes w.bb^pol. hew ahwn. The EWdlla �b sy \ s4 �3s^�¢ k�g7vseb� ,dP r.fepre^weNl. xrver prep.xe br GGL copalN^m.I^P dame v,2ros, a^a.r Pmlea Numbd 3172, SmM 2 d2. ° `✓ 13. TM1b sib .Maine 4.743 acre mop or di BBp,~ POINT OF BEGINNING \oTe _ ♦ e� : (NOT INCLUDED PORTION) .\ ,elf � ✓,A°�i� �� • ' w e3a4 �-_ A WAITER SPRINGS TOWN CENTER �P a.e sa, vc. s3 sc P.a. CERTIFICATION: To: Gmnamlbatr-cleer,l `N I HEREBI CERTIFY Id le -Ph. Skdch.11.- biree era pmcl b le bestdmy d-ldoe and hdidaM ld ilmeebtlro Minim.Tec>tnixl3bnaeNs salfMM1bytbe Flontla SxN dProbseiond 5urveywsenO Mappers In ChW. 5J1].135p Hzdyr 5J1].052 Florae Atlminidre0ve Coon, pursuxf to CM1apter4]2.02], Fidd d 3lebba. ` III Fd amOUP. l. ep: Ip \ WILLIAM N. FIELD, P.S.M. Pmfweiorel 3urvey«end ..- No. -I, Slab d Flom it. Deualop .. Wnwr$xingsTow Cater, LI1P 650 South hour Blvd., Sub 460 AWaonta Springs, Flonda 32701 407.645.5575 (dice) CarChad Hochuh OMar. WMtrSports Tw Center, LLLP 650 South Nathlake Blvd., Suite 450 Altamonte Springs, Flontla 32701 407.645.5575 efee) Contact'. Salvador F. Leecaw Archo d 53 SolCdtaloweve, LLC 800 JadsonSh etc Slice 500 Doi Texas 75202 214.670.0050(Dike) Cabled Yen Ong Calmador CORE Coreeudton Se dim of Florida, LLC 6320Towa Lane SamoW, Florida 34240 941.343.4330 (office) CoMad: Brian Jones Landscape kIhiWd Valanda Larch ape ArethBelture, LLC 706 Torni Avenue, Suite201 Atoll Springs, Flonda 32701 407.834.4104 (1 Content Paul Vedarder Cidl Engineer IBI Group (Flonda) 2300 Maitland Center Partly, Suite 101 Maitland, Florida 32751-7410 407.660 2120 wit 213 Contact John Woi Rev DATE ISSUE TIRE PF G-d6Villa at Town Center Sour _ _ ,. GFLDU, S -1 N cc O LS7 N SCAta: 1.= w. THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY. s ,.° °a oe :ICE°�c�95�� ,A. .,'TnB �eM1.&'�,q•�.' °,... :Wde�i"°e� '�,ga� �,�°� .,ten°'wws 4:�.• .,w `\ °�'� nw�',m a8"•.... .,w sue, -Nta. .nos �s •nos `\\\\���\ �\ rite ,re° .m`,. \`e .n° •=tide` .,m •O e•,w. .n°. �. .ree "Ew 6�UMBfRG TREE LEGEND O =TREE SYMBOL O(^J,�7' �/ s\ ° •,n° a TM �x o p TREE nP (INC�6) TRIPLEI 8 a TRPL-aaPALM TREE (/ TRCB = CHINA BERRY TREE TRO =OAK TREE TRP = PINE TREE NOTE True Tree Exhibit ie fa iftirrnational puryoses only. The Trees shown have not been updated as pert of Mis survey. No etrempls were made b verify the types, sizes or existence of the trees shown. The Exhibit is referenced to the survey prepared by CCL ConsUeanis, Inc- dated SI12/08, under Project Number 3172, Sheen 2 of 2. Developer. Wirer Wings Tow Caner, WP 650 South NoMlake Blvd., Sub 450 A roonta Springs, Florida 32701 407.645.5575 (dice) Ger W Chad Hochuli Color. WMarSprings Toren Center, LLIP 650 South Nathlake Blvd., Sub450 Altamonte Springs, Florida 32701 407.645.5575 (of.) Corrrect. Salvador F. Leeeaw Wc118ect 53Shdio CdWtara6ve, LLC 800 3ad ton Shcet Slice 500 Dallas, Texas 75202 214.670.0050 (Dike) Contact Yen Ong CaDDI CORE Construction Services of Florida, LLC 6320Tollu Lane Sarasota, Florida 34240 841.343.4330 (ol CoMad: Bran Jones tandscapeNctited VedanderlandeeateeAndibefule, LLC 706 Torni Avenue, Suide2(I1 Alamonte Springs, Florida 32701 407.834.4104(efice) Contact, Paul Vedarder Cidl Engineer: III Group (Florida) 2300 Maitland Center Panay Suite 101 k48Aad, Florida 32751-7410 407.2120ex1213 Contact John Woh6aM Rev DATE ISSUE TIRE G-dayllla or Town Center er rynn TREE EXHIBIT CFL001 S—S