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HomeMy WebLinkAbout2013 02 25 Public Hearing 504 Grandeville at Town Center Special Exception, Developer's Agreement, Final Engineering PlansCOMMISSION AGENDA ITEM 504 February 25, 2013 Regular Meeting Informational Consent Public Hearings X Regular KS RS City Manager Department REQUEST: The Community Development Department - Planning Division requests the that City Commission hold a public hearing for the approval of: 1) three Special Exception requests from the requirements of the Town Center District Code, 2) Developer's Agreement, and 3) Final Engineering Plans 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: 1) three Special Exception requests from the requirements of the Town Center District Code, 2) Developer's Agreement, and 3) Final Engineering Plans 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. Public Hearings 504 PAGE 1 OF 6 - February 25, 2013 CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Applicant name and address and authorized representative: Winter Springs Town Center LLLP, 650 S. Northlake Drive, Altamonte Springs, FL 32701, Authorized Representative - LeCesse Development Corporation. • Property owner's name: Winter Springs Town Center LLLP • Property address: 1150 East State Road 434 • Property Parcel ID numbers: 26- 20- 30- 5AR- 0B00 -00U1, 26- 20- 30- 5AR -0B00 -0280 • Current FLUM Designation: Town Center District • Current Zoning Designation: T -C (Town Center District) - T5 (Urban Center Zone) • Previously Approved Development permits such as conditional use, waiver, or variance (if any): Aesthetic Review — November 19, 2012 • Development Agreements (if any): June 25, 2007 — Official Records Book 6783, Page 208, Public Records of Seminole County, Florida • Pending Code Enforcement Actions (if any): No known Code Enforcement Actions • City Liens (if any): No known City liens APPLICABLE LAW &, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Town Center District Code 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 (non- binding). • October 26, 2012 — application submitted for Final Engineering Plan, Special Exception, and Development Agreement • November 19, 2012 — Aesthetic Review and Fiscal and Economic Impact Report approved. 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 Public Hearings 504 PAGE 2 OF 6 - February 25, 2013 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 feet in area. 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. In consultation with Dover Kohl & Parmers, it was determined that this project should be treated like a city block. Granting of this waiver request makes that treatment possible. 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 the property line adjacent to Edge Drive. With the building proposed for construction to this property line, there will not be enough space to provide the green strip following construction of the Edge Drive including on- street parking. This Public Hearings 504 PAGE 3 OF 6 - February 25, 2013 sidewalk section is located along what is, essentially, the "back of house" for this project with the access point for the parking garage. The code allows for the sidewalk section to be six (6') feet wide along with the green strip. Elimination of the green strip in this area will not detrimentally affect a pedestrian's ability to transition through this area. Across this edge drive to the north is state conservation property which will remain vegetated as part of the Town Center Master Plan. 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. DEVELOPER'S AGREEMENT The applicant has requested to enter into a Developer's Agreement with the City in regards to this project. Highlights of the agreement include: 1) the improvement of approximately 725 linear feet of Doran Drive in exchange for use of the City -owned wet retention pond behind City Hall, 2) construction of 275 linear feet of Edge Drive along the northern most property line to Town Center standards, 3) payment of $200,000 to the applicant within 30 days of the City Commission's acceptance of the aforementioned roadway construction, 4) installation of decorative street lights along Doran Drive and Edge Drive at no cost to the City, 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. The parking provided equates to two (2) spaces for each unit. FINAL ENGINEERING PLANS 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 between Doran Drive and the City Hall rear parking lot. 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 Public Hearings 504 PAGE 4 OF 6 - February 25, 2013 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. 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 significant 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 14, 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 project. 4. This project is consistent with the approved Economic and Fiscal Impact Report, which was approved by the City Commission on November 19, 2012. 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: tax value (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 $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: This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the Public Hearings 504 PAGE 5 OF 6 - February 25, 2013 respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas /Agenda Item information, Homeowner's Associations /Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at five (5) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. A yellow sign noting the date and time of the Public Hearing has been erected on the property. RECOMMENDATION: Staff recommends that the City Commission: 1) Approve the three Special Exception requests as detailed in this agenda item. 2) Approve the Developer's Agreement for Grandville at Town Center. 3) Approve the Final Engineering Plans subject to the satisfaction of the attached open staff review comments, which are minor technical comments and updating of the City's records relative to the tree survey that will not impact the ability to develop the site. ATTACHMENTS: A. Grandville at Town Center Program B. Staff review comments C. Final Engineering Plan D. Developer's Agreement E. Minutes - February 6, 2013 Planning & Zoning Board meeting Public Hearings 504 PAGE 6 OF 6 - February 25, 2013 _Grandville at Town Center Program 6/1/2012 Attachment "A" Unit type 1st Floor 2nd Floor 3rd Floor 4th Floor Total units /SF Total Bedroom Unit Al - 1BD1BTH (788 +53 bal.= 841 sf) 12 13 13 13 51 51 20.90 A1-S - 1BD1BTH (788 +53 solarium= 841 sf) 5 5 5 5 20 20 8.20 1A2 - 1BD1BTH (814 +60 bal.= 874 sf) 0 1 1 1 3 3 1.23 B1B - 1BD1BTH Den (1,069 + 53 bal. = 1,122 sf) B1A - 2BD1BTH (1,069 +53 bal. = 1,122 sf) B1A -S- 2BD1BTH (1,069+ 53 solarium = 1,122 sf) B2 - 2BD2BTH (1,076 + 56 bal. = 1,132 sf) B2 -5 - 2BD2BTH (1,076 + 56 solarium = 1,132 sf) 63 126 25.82 28 56 11.48 B5 - 2BD2BTH +Den (1,533 +66 bal. = 1,599 sf) B5A- 2BD2BTH +Den (1,817 + 100 bal. = 1,917 sf) B3 - 2BD2BTH (1,265 + 122 bal. = 1,387 sf) 1C1 - 2BD2BTH (1,440 + 142 bal. = 1,582 sf) 1E1 - 2BD2BTH (1,318 + 56 bal. = 1,374 sf) 1H1 - 2BD2BTH (1,241 + 56 bal. = 1,297 sf) 2 2 2 2 8 16 1 1 1 1 4 8 6.56 1.23 4.92 3.28 1.64 1.23 _Subtotals 55 63 63 63 244 393 100% l _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 Total Paking Provided 56 56 Club House /Lobby /Office Courtyard Storage 10000 41000 10,000 41,000 _Units +Balcony and Solarium SF 255 460 460 460 61,028 70,455 70,455 70,455 1,635 272,393 _Total NRSF 274,028 !Gross (SF) (not including par _Building Efficiency Ratio ( %) ing and Courtyard) 90,548 90,288 90,288 90,288 361,512 75.80 Land Area ( Ac.) 4.74 February 15, 2013 Attachment "B" CITY OF WINTER SPRINGS 1126 East State Road 434 Winter Springs, Florida 32708 -2799 RE: Grandeville at Town Center — Final Engineering Staff Review Comments — Review No. 3, Project No.: 2012801 Staff Comments: URBAN BEAUTIFICATION SERVICES MANAGER - STEVE RICHART Phone: 407 - 327 -5976 E -mail: srichart @winterspringsfl.org 1. On plan page LP -01, show the street light specifications: Manufacturer, Make, Model, Type, Etc. (ex: Ameron 16' Decorative Concrete Pole 'Washington' with'Flager' HPS Globe Fixture, Progress Energy Supplied). 2. On plan plage LP -01, I see no indication of lights for the SR 434 sidewalk adjacent to your building or at the corner of SR 434 and Doran Drive. Lighting is required for all public sidewalks around the out peremter of the buildings. I suggested to Chad that building mounted lights could potentially be considered. 3. On the irrigation plan, am I correct in assuming that the City will provide irrigation controls for the zones on the ROW where the City is also providing water (along Doran Drive)? Please note this on the plans. 4. The tree survey will need to be updated and have a legend showing total quantites, sizes and species listed. CITY ENGINEER - BRIAN FIELDS Phone: 407 - 327 -7597 E -mail: bfields @winterspringsfl.org 1. Previous comment #5 has not been addressed. 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. 2. Sheet C -06. In tag #3 for Inlet #2, callout both the SE and SW inverts. 3. Sheet L -06. The City will allow the City potable water supply system to be used for irrigation at this property, provided that the irrigation system is designed for a future conversion to reclaimed water (purple pipe). 4. Please see the attached letter from CPH Engineers dated February 14, 2013 regarding the water distribution system model. Please review and address these comments. February 14, 2013 Kip Lockoff, P.E. Utility /Public Works Director City of Winter Springs 1126ESR434 Winter Springs, FL 32708 RE: Grandeville Development — storm water review CPH project number W04153 Dear Kip, 1117 East Robinson Street Orlando, Florida 32801 Phone: 407.425.0452 Fax: 407.648.1036 wurw.cpheng'ineers.com CPH has reviewed the IBI Group water distribution system modeling data submitted to the City regarding the Grandville Development. We reviewed the IB1 calculations, dated January 29, 2013 and have noted several observations. 1. The narrative needs to better define the average, maximum day, and peak hourly flow rates for the development. The City standard for multi - family development is 300 gallons per day per unit average day flow. Maximum day flow is two times average day and peak hourly flow is four times average day. Simulations should be run in all three flow conditions. 2. The fire flow condition needs to be better defined in the narrative. The fire flow requirement stated in the analysis is 2,000 gallons per minute (gpm) but there is no reference to how this was calculated. If there is a fire suppression system associated with the development it needs to be described, specifically with regard to the flow and pressure requirements for the system. Further, it is recommended that the materials of building construction be considered in the determination of the fire flow requirements. 3. The fire flow condition needs to be modeled during the maximum day flow simulation. 4. It is our understanding that the proposed development is a four story complex. As such a separate node should be established with an elevation equivalent to the top story of the building. If there is a booster pumping system, this needs to be stated and the flow and pressure requirements of the booster pumps need to be defined in the next submittal. 5. The pressure at the north end of Doran Drive should not be assumed at 45 psi. There is a hydrant close by, but due to the proximity of the two connection points it is acceptable to assume the pressure is consistent with the flow test provided (65 psi). 6. The ground elevation was established at 45, but this ground elevation was not incorporated into the reservoir height. Please revise accordingly. 7. The model uses a friction coefficient of 150. The FDEP standard is a friction factor of 120. Please revise accordingly. Engineers • Surveyors • Architects (AA26000926) • Planners • Landscape Architects • Environmental Scientists • Construction Management • DesignlBuild Once the correct input information and hydraulic analysis is completed, we can provide a complete review of the proposed system. Please call us if you have any additional questions. Sincerely, CP S - : ien N Romano, P.E. ce President/Associate CC: David Mahler, CPH 2013 -9;01 am roland.magsino; 0 0 0 U 1, z L- a) 0 s- 0 U Drawings \59civil \current \31971 m N 0) M MEEEEEEEEEE a) NIMINEMENO ca CO Latittittim 0 1 Attachment "0" FINAL ENGINEERING PLANS FOR GRANDEVILLE AT TOWN CENTER CITY OF WINTER SPRINGS, FLORIDA LEGAL DESCRIPTION A PORTION OF BLOCK 28, D.R. MITCHELL'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 434, 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 18'35'03" WEST FOR 208.35 FEET: (2) SOUTH 15'24'50" EAST FOR 106.82 FEET: (3) SOUTH 29'08'42" 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 SANFORD 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. SAID LANDS CONTAINING 4.78 ACRES MORE OR LESS. SUBJECT TO EXISTING EASEMENTS, RIGHTS —OF —WAY, COVENANTS, RESERVATIONS AND RESTRICTIONS OF RECORD, IF ANY. POTABLE WATER PROVIDER SANITARY SEWER PROVIDER FIRE SERVICE PROVIDER ELECTRICAL SERVICE PROVIDER CITY OF WINTER SPRINGS 1126 EAST S.R. 434 WINTER SPRINGS, FL 32708 407 - 327 -7597 CITY OF WINTER SPRINGS 1126 EAST S.R. 434 WINTER SPRINGS, FL 32708 407 - 327 -7597 SEMINOLE COUNTY 150 BUSH BLVD. SANFORD, FL 32773 407 - 665 -5175 PROGRESS ENERGY 712 FLORIDA AVE. COCOA, FL. 32922 321 - 690 -2057 PROPERTY ADDRESS: N.W. CORNER OF S.R. 434 AND DORAN DR. WINTER SPRINGS, FLORIDA LOCATION MAP N.T.S. Drawing No. c-oi G02 C-03 G04 - G05 C-06 - G07 C-08 - C-09 G10 Pensa Ft. Walton Beach ,‘0 cksonville SITE 1141104 1901\ ritik xastrea ''115 Drawing Title Cover Sheet General Notes Site Clearing & Erosion Control Plan Geometry Plans Paving Grading & Drainage Plans Utility Plana Offsite Roadway Improvement Plan .1.7417 4 H -01 H -02 H -03 1105 Hardscape Plan Courtyard Hardscape Courtyard Hardscape Courtyard Hardscape Courtyard Hardscape G02 G-03 L-01 L-02 L-0 14\1/4 L-05 /* L-06 r.-o7 L08 r.-o9 LGO1 S- Courtyard Grading Courtyard Grading Site Landscape Plan Courtyard Landscape Plan Pant lst Landscape Notes/Details Irrigation Plan Courtyard Irrigation Courtyard Irrigation Courtyard Irrigation Landscape L' h Plan, ) phic Survey S-2 Tree Exhibit AGENCY PERMIT DATE APPROVED APPROVAL NO. CITY OF WINTER SPRINGS FINAL ENGINEERING PLAN S.J.R.W.M.D. STORMWATER MANAGEMENT F.D.E.P. WASTEWATER COLLECTION, WATER DISTRIBUTION Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah le Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida C V CFLOO1 P R O J E C T N U M B E R -� . H E R 2013 --9;01 am roland.magsino; 0 0 0 0 z L c 0 L- 0 0 0 J: \31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEE NIMINEEMEN ca CO Lamm GENERAL NOTES: 1. THE INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM THE BEST AVAILABLE RECORDS AND FIELD CONDITIONS WHEN POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BY DIGGING TEST PITS WELL IN ADVANCE OF CONSTRUCTION. ANY DAMAGE TO EXISTING MAINS OR SERVICES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT HIS OWN EXPENSE. IF CLEARANCES TO PROPOSED UTILITIES ARE LESS THAN SPECIFIED ON THE PLANS OR 12", WHICHEVER IS LESS, THE CONTRACTOR SHALL CONTACT CCL CONSULTANTS, INC. AT 407 -660 -2120 AND THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE USER IS RESPONSIBLE TO VERIFY ALL INFORMATION SHOWN IN THESE PLANS. 3. ALL WORK SHALL CONFORM TO FEDERAL, STATE, COUNTY, AND /OR LOCAL REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. 4. COPIES OF ALL PERMITS MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. 5. IN CASE OF A DISCREPANCY BETWEEN THE SCALED AND COMPUTED DIMENSIONS SHOWN HEREON, THE COMPUTED DIMENSION SHALL GOVERN. 6. A FDOT RIGHT -OF -WAY UTILIZATION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE STATE RIGHT -OF -WAY. 7. AT THE COMPLETION OF SITE CONSTRUCTION, THE CITY REQUIRES SUBMITTAL OF A COMPLETE SET OF RECORD DRAWINGS BASED ON AN AS -BUILT SURVEY. 8. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCHMARK NUMBER 4733801 BEING DESCRIBED AS A "PK" NAIL AND DISC ON STORM INLET 6'± NORTH OF THE NORTH EDGE OF PAVEMENT FOR STATE ROAD 434 LOCATED 250'± SOUTHEAST OF THE SOUTHERLY ENTRANCE TO CITY OF WINTER SPRINGS GOVERNMENT BUILDING, ELEVATION 46.086 REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. TRAFFIC CONTROL: 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF -WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL, FDOT, AND MUTCD STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT -OF -WAY FOR ADJACENT ROADWAYS. 3. ALL TRAFFIC CONTROL DEVICES (PAVEMENT MARKINGS, SIGNS, AND SIGNALS) SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 4. A MOT PLAN SHALL BE SUBMITTED TO THE APPLICABLE AGENCIES FOR APPROVAL PRIOR TO BEGINNING ANY WORK IN THE RIGHT -OF -WAYS. AUTHORITY AND RESPONSIBILITY: THE ENGINEER, AS REPRESENTATIVE OF THE OWNER, SHALL NOT GUARANTEE THE WORK OF ANY CONTRACTOR OR SUBCONTRACTOR, SHALL HAVE NO AUTHORITY TO STOP WORK, SHALL HAVE NO SUPERVISION OR CONTROL AS TO THE WORK OR PERSONS DOING THE WORK, SHALL NOT HAVE CHARGE OF THE WORK, SHALL NOT BE RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE JOB SITE OR HAVE ANY CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENT, SCAFFOLDING, SUPPORTS, FORMS, OR OTHER WORK AIDS, AND SHALL HAVE NO DUTIES OR RESPONSIBILITIES IMPOSED BY THE STRUCTURAL WORK ACT. PERMITS, BONDS, AND INSPECTIONS: THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO THE ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. THIS SHALL INCLUDE THE HIRING OF A REGISTERED SURVEYOR TO PROVIDE THE AS -BUILT PLANS. GRADING NOTES: 1. EARTHWORK SHALL BE IN ACCORDANCE WITH THE PLANS AND THE FLORIDA DOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION "ROADWAY AND TRAFFIC DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM." 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING INCLUDING EXCAVATION, EMBANKMENT, AND BACKFILLING AS NECESSARY TO CONSTRUCT ALL PAVEMENT AND SIDEWALKS TO THE ELEVATIONS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ANY DE- WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE THROUGHOUT THE SITE AT ALL TIMES DURING CONSTRUCTION. ANY AREAS WHICH BECOME UNSTABLE AS A RESULT OF POOR DRAINAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, COUNTY, AND /OR LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE OWNER AND CCL CONSULTANTS, INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 6. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING STORM OR SANITARY MANHOLES OR OTHER EXISTING UTILITIES AS A RESULT OF CONSTRUCTION ACTIVITIES. 7. STORM DRAIN PIPES SHALL BE: CLASS III REINFORCED CONCRETE PIPE (ASTM C -76) OR HIGH DENSITY POLYETHYLENE PIPE (AASHTO M294 OR AASHTO MP6 -95 TYPE "D "). OFFSITE STORM PIPES SHALL BE HDPE, ADS N -12 HP, OR EQUAL. 8. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH FDOT AND /OR LOCAL UTILITY COMPANY REQUIREMENTS. 9. ALL DIMENSIONS AND LENGTHS FOR STORM SEWERS ARE TO THE CENTER OF THE STRUCTURE. 10. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE FDOT STANDARD INDICES. 11. ALL DISTURBED AREAS NOT INTENDED FOR PAVING SHALL BE SEEDED OR SODDED. 12. ALL GRADED SLOPES 3 :1 AND STEEPER SHALL BE STABILIZED WITH SOD. 13. TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS HAVE BEEN GRADED AND STABILIZED. 14. EXCAVATED EARTH SHALL BE PILED ON THE HIGH SIDE OF EXCAVATIONS. 15. ALL UNSUITABLE MATERIAL SHALL BE HAULED OFFSITE. UTILITY NOTES: 1. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE CITY OF WINTER SPRINGS UTILITIES WATER AND WASTEWATER CONSTRUCTION STANDARDS. 2. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ANY DE- WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, COUNTY, AND /OR LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE OWNER AND CCL CONSULTANTS, INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 4. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF THE UTILITIES, CONSTRUCTION STAKE OUT ASSOCIATED WITH THE INSTALLATION, AND FURNISHING TO THE OWNER AND THE LOCAL GOVERNING AGENCY ANY NECESSARY /REQUIRED AS- BUILTS CERTIFIED BY A REGISTERED SURVEYOR. 5. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE WATER AND SEWER LINES AS REQUIRED. 6. The Location of Fire Hydrants and FDC's shall be identified by a Blue Reflective pavement marker 7. FDC signage shall follow the Seminole County "Guide for Fire Protection System Signage" FDEP UTILITY CONSTRUCTION NOTES: 1. NOTE TO THE UTILITY: PURSUANT TO RULE 403.859(6), FLORIDA STATUTES, DO NOT PROVIDE WATER SERVICE TO THIS PROJECT (OTHER THAN FLUSHING/TESTING) UNTIL THE DEPARTMENT OF ENVIRONMENTAL PROTECTION HAS ISSUED A LETTER OF CLEARANCE OR THE UTILITY, SHALL BE SUBJECT TO ENFORCEMENT ACTION. PERMIT TRANSFER 2. THE PERMITTEE WILL PROMPTLY NOTIFY THE DEPARTMENT UPON SALE OR LEGAL TRANSFER OF THE PERMITTED FACILITY. IN ACCORDANCE WITH GENERAL CONDITION #11 OF THIS PERMIT, THIS PERMIT IS TRANSFERABLE ONLY UPON DEPARTMENT APPROVAL. THE NEW OWNER MUST APPLY, BY LETTER, FOR A TRANSFER OF PERMIT WITHIN 30 DAYS. UTILITY SEPARATION - VERTICAL AND HORIZONTAL CLEARANCE PER FDEP RULE 62- 555.314 3. HORIZONTAL SEPERATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON SITE SEWAGE TREATMENT AND DESPOSAL SYSTEMS. A. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREEFEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. B. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPERATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. D. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM ". 4. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. A. NEW OR RELOCATED UNDERGROUND WATERMAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE OTHER PIPELINE. B. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVETHE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL THE WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL OTHER JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 5. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. A. NO WATER SHALL PASS THROUG, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. B. EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONCTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (LE., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING TRIER PERMIT APPLLICATION THE FOLLOWING INFORMATION: 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB - SUBPARAGRAPHS A. THROUGH D BELOW. A. EACH WATER MAIN PASSING THROUGH THE CONFLICT MANHOLE SHALL HAVE A FLEXABLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLETO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE. B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPEHAVING HIGH IMPACT STRENGTH (LE., HAVING IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25- INCH -THICK DUCTIL IRON PIPE). C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECT FROM ENTERING THE MANHOLE. 6. SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWER TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER,AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. 7. THE PERMITTEE SHALL BE SEPARATELY RESPONSIBLE FOR APPROPRIATE CONSTRUCTION, DISINFECTION AND TESTING BEYOND THE METER TO ASSURE POTABILITY AT THE POINT OF USE. 8. POTABLE WATER PIPES WILL BE DISINFECTED IN ACCORDANCE WITH AWWA SPECIFICATIONS C651. 9. POTABLE WATER PIPES WILL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH SPECIFICATION NUMBERS C600 AND C605/M23 FOR DUCTILE IRON AND PVC PIPES, RESPECTIVELY. 10. POTABLE WATER PIPES MUST BE MANUFACTURED IN ACCORDANCE WITH THE FOLLOWING AWWA SPECIFICATIONS: A. DUCTILE IRON PIPE (3 INCHES TO 54 INCHES) - AWWA C160/C151; B. PVC (WITH NATIONAL SANITATION FOUNDATION SEAL) (1) AWWA C900 /ASTM 1784 (4 INCHES TO 12 INCHES) WITH DR25 MINIMUM; (2) AWWA C905 (14 INCHES TO 36 INCHES); (3) ASTM 1785 OR AWWA C905 (LESS THAN 4 INCHES) SCHEDULES 40, 80, AND 120 OR ASTM 2241 (SDR 21 MINIMUM); C. POLYETHYLENE PIPE - AWWA C901 WITH VALVES AND FITTINGS (AWWA C800); AND D. POLYBUTYLENE PIPE - AWWA C902. CONNECTION TO EXISTING WATER MAINS 11. IF CONNECTION OF THE PROPOSED ACTIVITY TO THE WATER MAIN WILL RESULT IN A DEPRESSURIZATION OF THE EXISTING SYSTEM BELOW 20 POUNDS PER SQUARE INCH, ONE OF THE FOLLOWING MUST OCCUR: A. PRECAUTIONARY BOIL WATER NOTICES MUST BE ISSUED IN CASES OF PLANNED DISTRIBUTION INTERRUPTIONS, WHICH ARE DEEMED AN IMMINENT PUBLIC HEALTH THREAT BY THE DEP CENTRAL DISTRICT OR WILL AFFECT THE BACTERIOLOGICAL QUALITY OF THE DRINKING WATER UNLESS THE PUBLIC WATER SYSTEM CAN DEMONSTRATE, BY SOUND ENGINEERING JUDGMENT, THAT THE INTEGRITY OF THE WATER SYSTEM HAS BEEN MAINTAINED; OR B. IN CASES OF BRIEF INTERRUPTION IN SERVICE, ADVISORIES (NOT BOIL WATER NOTICES) SHOULD BE ISSUED IF TEMPORARY CHANGES IN WATER QUALITY ARE EXPECTED TO OCCUR AND NOT DEEMED AN IMMINENT PUBLIC HEALTH RISK. AIR /VACUUM RELIEF VALVES 12. ALL AIR /VACUUM RELIEF VALVES MUST END IN A DOWN-TURNED ELBOW WITH AT LEAST 12 INCHES ABOVE THE SURROUNDING GRADE UNLESS THE WET SEASON WATER TABLE CAN BE SHOWN TO BE BELOW THE VAULT BOTTOM. FILLING OF WATER MAINS 13. FILLING OF PROPOSED WATER MAINS FROM EXISTING WATER MAINS WILL BE DONE IN ACCORDANCE WITH AWWA SPECIFICATION C651. ,C" CONSTRUCTION NOTES 1. ALL AREAS DISTURBED WITHIN THE CITY AND FDOT RIGHT -OF -WAY SHALL BE RESTORED TO ORIGINAL CONDITION AND SODDED WITH ARGENTINE BAHIA SOD. r 2. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF THE RIGHT -OF -WAY AND UTILITY EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION INCLUDING SOD, DRIVEWAYS, ETC.... 3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN THE WORK AREA AND SHALL MAINTAIN OR RELOCATE AS NEEDED. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AS SOON AS POSSIBLE. 4. CONTRACTOR SHALL SUBMIT A PRESSURE TESTING PLAN AND SCHEDULE TO THE CITY FOR APPROVAL PRIOR TO BEGINNING TESTING OPERATIONS. 5. ALL FITTINGS TO SHALL BE RESTRAINED BY GRIP RING. 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS, SEMINOLE COUNTY AND FLORIDA DEPARTMENT OF TRANSPORTATION OR APPLICABLE STANDARDS. SANITARY SEWER NOTES: 1. PRECAST MANHOLES: A. SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH "EMBECO" NON- SHRINK GROUT OR APPROVED EQUAL. B. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 18" OR MORE ABOVE THE INVERT OF THE MANHOLE. 2. ALL P.V.C. GRAVITY SEWER PIPE TO BE S.D.R. 35 MEETING A.S.T.M. SPECIFICATION D.3034 -73 (OR LATEST REVISION THEREOF) OR APPROVED ALTERNATE. 3. BACKFILL OF EARTH UNDER MANHOLES WILL NOT BE PERMITTED AND ANY EXCESS EXCAVATIONS FOR THESE STRUCTURES SHALL BE FILLED WITH 2500 PSI CONCRETE. 4. UPON COMPLETION OF EACH SECTION OR BLOCK OF SEWER, OR SUCH OTHER TIMES AS THE ENGINEER MAY DIRECT, THE BLOCK OR SECTION IS TO BE CLEANED, TESTED AND INSPECTED. EACH SECTION OF SEWER IS TO SHOW, ON EXAMINATION FROM EITHER END, A FULL CIRCLE OF LIGHT BETWEEN MANHOLES. EACH MANHOLE, OR OTHER APPURTENANCE TO THE SYSTEM SHALL BE OF THE SPECIFIED SIZE AND FORM, BE WATER TIGHT, NEATLY AND SUBSTANTIALLY CONSTRUCTED. ALL REPAIRS SHOWN NECESSARY BY INSPECTION ARE TO BE MADE, BROKEN OR CRACKED PIPE REPLACED, ALL DEPOSITS REMOVED, AND THE SEWERS LEFT TRUE TO LINE AND GRADE, ENTIRELY CLEAN AND READY FOR USE. 5. THE ALLOWABLE LIMITS OF INFILTRATION, OR EXFILTRATION, OR LEAKAGE FOR THE ENTIRE SYSTEM, OR ANY PORTION THEREOF, SHALL NOT EXCEED A RATE OF 200 GALLONS PER INCH OF DIA. PER MILE OF PIPE PER 24 HRS. THE ALLOWABLE LIMITS OF INFILTRATION OR EXFILTRATION OF MANHOLES SHALL NOT EXCEED A RATE OF 4 GALLONS PER MANHOLE PER 24 HRS. 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS WASTEWATER DEPARTMENT. 6. THE INSTALLED SEWER MAINS AND SERVICE LATERALS SHALL BE TV INSPECTED IN ORDER TO ASCERTAIN THAT THE JOINTS ARE TIGHT AND THE LINES ARE CLEAR AND TO CORRECT ALIGNMENT. SITE PLAN NOTES: 1. ALL CURB /HANDICAPPED RAMP CONSTRUCTION SHALL CONFORM TO ADA STANDARDS OR ANY APPLICABLE FEDERAL, STATE, COUNTY, AND /OR LOCAL REQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE. 2. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO THE EDGE OF PAVEMENT, FACE OF BUILDING, OR CENTERLINE OF PARKING BAY. 3. THE FOLLOWING IS REQUIRED FOR ACCESS SIGNAGE FOR NEW CONSTRUCTION SITES a. SIGNAGE SIGN SHALL READ 'FIRE DEPARTMENT ACCESS' AND SHALL INCLUDE SITE ADDRESS, OR RANGE OF ADDRESSES, FOR ALL COMMERCIAL SITES AND RESIDENTIAL MODEL HOMES. b. SIZE: THE TWO -SIDED SIGN PLATE SHALL BE A MINIMUM OF 4X4 FEET c. COLOR: THE SIGN SHALL HAVE A RED BACKGROUND WITH A WHITE LEGEND. d. LETTERING FOR THE SIGN SHALL BE FOUR INCH. e. ADDRESS ON SIGN SHALL BE TWO AND ONE HALF INCH. f. LOCATION: SIGN SHALL BE INSTALLED AT EACH POINT OF ENTRY. g. BOTTOM OF SIGN SHALL BE SIX FEET ABOVE GRADE ON POSTS. DEMOLITION NOTES: 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON ON THE PLANS SHALL BE IMPLEMENTED PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. INCIDENTAL DEMOLITION IN CONNECTION WITH INSTALLATION OF THESE MEASURES SHALL BE ALLOWED, BUT SHALL BE LIMITED TO LESS THAN 4,000 SQUARE FEET OF EXPOSED AREA AT ANY ONE 11ME. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF WORK SHOWN ON THESE PLANS, WHETHER SHOWN OR NOT, THAT INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO UNDERGROUND PIPING, FOUNDATIONS, CONDUIT, WIRING, ETC. 3. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING UTILITIES AND OTHER FEATURES THAT ARE TO REMAIN FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES THAT ARE TO REMAIN RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 4. TRENCH BACKFILL SHALL BE PROVIDED FOR ALL EXCAVATIONS IN CONNECTION WITH DEMOLITION OF UNDERGROUND UTILITIES AND OTHER UNDERGROUND FEATURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEMOLITION DEBRIS FROM THE PROJECT SITE. Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida G CFLOO1 P R O J E C T N U M B E R RAL . H TES 2013 --9;01 am roland.magsino; cc; 0 0 1) 0 0 D) O L 0 0 0 .O w J: \31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEE NIMINEMENO ca CO Imo 40 GRAPHIC SCALE : H L - -- LL I' E1. f , / / NOTES: 1. ALL EXISTING PAVEMENT TO BE REMOVED, SHALL INCLUDE THE PORTION OF UNDERLYING MATERIAL NEEDED TO COMPLETELY RECONSTRUCT THE ROAD IN ACCORDANCE WITH THE NEW TYPICAL SECTION. 2. CONTRACTOR MUST OBTAIN A COPY OF AND IMPLEMENT THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3. CITY HALL PARKING LOT IS NOT AVAILABLE FOR CONSTRUCTION ACCESS. NS4-4- c p�4NF /,. R /GyT // / / 4... / / / / ( IN FEET ) 1 inch = 40 ft_ / CONSTRUCTION ENTRANCE EXISTING PAVEMENT TO BE REMOVED TO LIMITS SHOWN SILT FENCE I -' TOP EL 4"2. EXISTING MAILBOX TO BE RELOCATED OUT OF PROPOSED PAVEMENT AND SIDEWALK ;a 1 SILT FENCE .� / II`_ EI_, SILT FENCE ,i is fI EL IH TER) EL. ()I-- ,.il 1',/1 ,',1 .1 THIS SITE IS DENSELY WOODED. ALL TREES ARE TO BE REMOVED WITHIN LIMITS OF SITE CLEARING. (SEE SHEET S -2 FOR TREE EXHIBIT) EXISTING PAVEMENT TQ/ BE REMOVED TO LIMITS S7 IOWN 4 SILT FENCE, IN IfJ`. LL.=.37 EXISTING PAVED ROADWAY' ROTECT EXISTING CURB INLET PER DETAIL #1 ON THIS SHEET T:: E1 EXISTING SIDEWALK TO BE REMOVED TO LIMITS SHOWN EXISTING SIDEWALK TO BE REMOVED TO LIMITS SHOWN E_ I o • • C)43 C2A 0 --b F`O Q� O o EL_ I EXISTING LIGHT POLES TO BE RELOCATED PER LIGHTING PLAN 4 POINT OF BEGINNING (NOT INCLUDED PORTION) B� /, /w4 se co;'//v: T • ejct I ` EXISTING PAVEMENT TO BE REMOVED TO LIMITS SHOWN DIVERSION RIDGE REQUIED WHERE GRADE EXCEEDS 2% WAfer SEDIMENT BARRIER SUPPLY WATER TO WASH WHEELS IF NECESSARY R GRE ASR z% 0 SECTION A —A FILTER FABRIC NOTE(S): 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT —OF —WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. ALL EROSION CONTROL MATERIALS, CONSTRUCTION & MAINTENANCE TO BE PER APPLICABLE SECTIONS OF FDOT STANDARD SPECIFICATION #104. 5. USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN REQUIED. 6. QOURSE AGGREGATE & FILTER FABRIC TO BE PER SECTIONS OF FDOT STANDARD SPECIFICATION #901 & #985 RESPECTIVELY. DITCH r 0 a w 0 z x w SPILLWAY l 1 0 LL FLOW FLOW 2' -3' WIDE COURSE AGGREGATE'; MIN. 6" THICK TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL N.T.S. IIIIII111111II(11111#il11111 illll#111111i ##( III( 11 11111IIIIII01111111 (11#IIIIIIII( --- 1111111i111111111SlifIIIIIIIfIIllllll (IIE_____ — DITCH II Ill #Illllli #illllll #I#Illii #Illlllllliit II(li #IIII(ii #il# #III #Illllli #IIIIIIII(ii# DITCH BOTTOM INLET — PROTECTION AROUND POST (OPTIONS: 2" x 4" OR 2 1/2" MIN. D I A. WOOD; STEEL 1.33 LBS /FT. MIN.) 3' OR MORE 111111(1111111111M 1111 IIII #Ilil #Illlllllfill #! �� IIIIIIII##I(III#Ilill# APE PRO / / / / /''i / /`� IIIFjjjllflJ #III #I(II Illlfflillllllllfllfl�� `��`\A \`\ \ '' II(II UlIF l #llillll llilllllflllllllllll[ ` PARTIAL INLET ANCHOR BALES WITH 2 — 2" x 2" x 4' STAKES PER BALE. Sidewalk CURB & GUTTER %';%%; %,,, , \`�`�;;�A \` —CURB & GUTTER ////,' �ii�Ai�'��IIIIIIIIIIIIIIIiflfil itllllliiillllllll (ii�`A�� \```\`` i Illllllli ## III #1(11(1 illllllfiilllllllllli � li #IIII(ii# III #IIII(i iillll #fiilllllllllfi COMPLETED INLET INLETS OR SIMILAR STRUCTURES BALES BACKED BY FENCE N.T.S. OPTIONAL POST POSITIONS �,. 2 PRINCIPLE POST POSTION (CANTED 20° TOWARD FLOW) TYPE A FENCE FILTER FABRIC (IN CONFORMANCE WITH � SEC. 985 FDOT SPEC.) > / It 1 FILTER FABRIC SILT FLOW LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. ELEVATION SECTION NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER. NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). TYPE III SILT FENCE N.T.S. ?1 a1 EROSION CONTROL DETAILS N.T.S. Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida RISI CFLOO1 P R O J E C T N U M B E R IR � PEA S H E E T N CITY HALL H n :I a de d UTILITY YARD CCUPANT EGRESS TENANT MOVE LOADING ZONE I HANDICAP PA KING AND STRIPING OCCUPANT EGRESS MINIMUM 10' VERTICAL CLEARANCE TO COURTYARD FOR FIREFIGHTING AND RESCUE OPERATIONS. r TENANT GARAGE ENTRY 6' CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304) 4" WHITE (PAINT) (TYP) CROSSWALK TO BE A MINIMUM OF 6' WIDE PER TOWN CENTER CODE 6' CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304) SOLID WASTE PICK UP 4" WHITE (PAINT) (TYP) CONCRETE SIDEWALK 4" WHITE (PAINT (TYP) [1,641L HANDICAP PARKING AND STRIPIN CONCRETE WITHIN HATCHED AREA TO BE REINFORCED 12" CONCRETE WITH 2 MATS OF BARS (1 TOP, 1 BOTTOM) EACH OF #5 BARS CI 8" TO 12" C /C /, EACH WAY ' PUBLIC R.O.W. 6" WHITE (THERMOPLASTIC)(TYP) 30" "STOP" SIGN (R1 -1) 24" WHITE STOP BAR 111;11111 L:/s E •, OCCUPANT EGRESS 14+00 mom Wum •imr�'i�i' ■iiiliiiiiiiiiil RESIDENT/ RESIDENT'S GUEST/ POTENTIAL MAIN LOBBY vey 0 000 './c? ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. . A MOT PLAN SHALL BE SUBMITTED TO THE APPLICABLE AGENCIES FOR APPROVAL PRIOR TO BEGINNING ANY WORK IN THE RIGHT —OF —WAY. 3. ALL STRIPING IN THE RIGHT —OF —WAY SHALL BE THERMOPLASTIC. 4. ALL PAVEMENT STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET BEHIND CROSS —WALKS WHERE APPLICABLE PROPOSED LIGHT POLES (TYP) 11.5' CONRETE SIDEWALK DIRT CROSSWALK 2' VALLEY GUTTER (T ROAD EXISTING MAILBOX RELOCATE AS NEEDED TRANSFORMERS PROPC (TYP) SED TREE GRATES 414000,vivo C00044 —....................7 0010,* r- ftoitroftik-- 14t61#14414**110111010417-146,01* l'4:1!!!!!!:11!!!!!!11111::::;!!!!!1111 10610 „11' v44144retilillst:: iititAl I 01 1;1,1 Olt; Jo_ 1'1 0+00 CURB AND GUTTER TYPE 'F' (PER FDOT INDEX 300) DRAINAGE STRUCTURE (TYP) GRAPHIC SCALE CONCRETE WALK, EXPANSION JOINTS AND SCORE MARKS 30" "STOP" SIGN (R1 -1) 5. WHERE THERE STREET SIGNS ARE TO BE INSTALLED ALONG DORAN AND EDGE DRIVES. TOWN CENTER DECORATIVE STREET SIGNS MUST BE USED. DECORATIVE STREET SIGN SPECIFICATIONS ARE FOUND IN THE CITY CODE FOR TOWN CENTER DISTRICT. 24" WHITE STOP BAR (THERMOPLASTIC) - CROSSWALK TO BE A MINIMUM OF 6' WIDE PER TOWN CENTER CODE EXISTING CURB RAMP PROPOSED DETECTABLE WARNING P) Developer: Winter Springs Town Center, LLLP 650 South NohIake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner. Winter Springs Town Center, LLLP 650 South NohIake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751 -7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17 2012 ORIGINAL CITY SUBMITTAL 01.10.201 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GranceVille at Town Center Winter Springs, Florida �_ -vETRY PLN CF 001 P R O J E C T N U M B E R S H E E T 0 4 N U M B E R t1 0 0 0 UTILITY YARD CURB RAMP REFER TO F.D.O.T. INDEX 304 HANDICAP PARKING AND STRIPING VAN 4" WHITE (PAINT) (TYP) 30" "STOP" SIGN R1 -1 (TO BE FIELD LOCATED) !■ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 M11111111. M11111111. M11111111. M11111111. 4" WHITE (PAINT) (TYP) 4" WHITE (PAINT) (TYP) HANDICAP PARKING AND STRIPING CONCRETE SIDEWALK F. 6' CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304) CROSSWALK TO BE A MINIMUM OF 6' WIDE PER TOWN CENTER CODE VALLEY GUTTER (PER FDOT INDEX 300) 6' CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304) CURB AND GUTTER TYPE 'F' (PER FDOT INDEX 300) 40' PUBLIC R.O.W. 2' DROP CURB (TYP) 6" WHITE (THERMOPLASTIC)(TYP) 30" "STOP" SIGN (R1 -1) 24" WHITE STOP BAR CROSSWALK TO BE A MINIMUM OF 6' WIDE PER TOWN CENTER CODE 6' WIDE CURB RAMP F.D.O.T CR10 (REFER TO F.D.O.T. INDEX 304) UNRUH III wealummo • 11111=1=M1111111111111111111M1=121 11111111111111NIMMI mss, CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304 1111111AMIAINLIPASIRMINIEIREPLIMAIMEIF ■il —11MY f2o f ,17 +40.84 1-%k 20 • 1111111011 �i��� ■�■■ ii■ M ■■�■i�■�i i��i�1'i�u�i=■■'� 20 11.5' CONCRETE PROPOSED LIGHT SIDEWALK POLES (TYP) DIRT ROAD CROSSWALK 6" WHITE (THERMOPLASTIC)(TYP) CONCRETE WALK, EXPANSION JOINTS AND SCORE MARKS EXISTING MAILBOX RELOCATE AS NEEDED CURB AND GUTTER TYPE 'F' (PER FDOT INDEX 300) "S fit Developer: Winter Springs Town Center, LLLP 650 South NohIake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner. Winter Springs Town Center, LLLP 650 South NohIake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751 -7410 407.660.2120 ext 213 Contact: John WohIfah CURB RAMP F.D.O.T CR21 (REFER TO F.D.O.T. INDEX 304) Rev DATE ISSUE TITLE r. — r. 10.17.2012 ORIGINAL CITY SUBMITTAL 0.20.1 7 1 ST RAI CITY SUBMITTAL 24" WHITE STOP BAR (THERMOPLASTIC) 02.06.2013 2ND RAI CITY SUBMITTAL TRANSFORMERS DRAINAGE STRUCTURE (TYP) BACKFLOW PREVENTER e'r \ /44 otawniiiiitaiwye‘ 1 2' VALLEY GUTTER (TYP) DRAINAGE STRUCTURE (TYP) CONCRETE WALK, EXPANSION JOINTS AND SCORE MARKS NB BLVD. 1. ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. 2. A MOT PLAN SHALL BE SUBMITTED TO THE APPLICABLE AGENCIES FOR APPROVAL PRIOR TO BEGINNING ANY WORK IN THE RIGHT —OF —WAY. 24" WHITE STOP BAR (THERMOPLASTIC) CROSSWALK TO BE A MINIMUM OF 6' WIDE PER TOWN CENTER CODE 3. ALL STRIPING IN THE RIGHT —OF —WAY SHALL BE THERMOPLASTIC. ran e T o nc t a ma 4. ALL PAVEMENT STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET I BEHIND CROSS WALKS WHERE APPLICABLE.... 'AR C L RI' 08,08 . 5 4.78 .AC.r GRAPHIC SCALE 30 0 15 30 60 r v 5. WHERE THERE STREET SIGNS ARE TO BE INSTALLED ALONG DORAN AND EDGE DRIVES. TOWN CENTER DECORATIVE STREET SIGNS MUST BE USED. DECORATIVE STREET SIGN SPECIFICATIONS ARE FOUND IN THE CITY CODE FOR TOWN CENTER DISTRICT. ( IN FEET ) 1 inch = 30 ft. GranceVille at Town Center Winter Springs, Florida �_ -vITRY PLN CFL001 P R O J E C T N U M B E R S H E E T N U M B R 49.66 50.22' 49.88 49.49 INLET #1 RIM = 48.34 INV = 43.59 49.57 22 LF 24" ADS N -12 HP @ 2.0% 49.59 50.22 49.70 INLET #2 RIM = 48.34 INV = 43.15 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS AND PPE SIZE BEFORE CONSTRUCTION BEGIN. 2. CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM. 3. ALL EXISTING STORM AND SANITARY MANHOLES SHALL BE (TYP) ADJUSTED TO NEW FINISHED GRADE. 20 LF 24" ADS N -12 HP @ 2.0% 49.57 49.45 STORM MH #1 (6' DIA.) RIM = 48.20 NE. INV = 42.75 NW. & SE. INV = 35.03 4. ALL PROPOSED SPOT GRADES REFERENCE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED OR LOCATED. 5. ALL SIDEWALK CROSS SLOPES SHALL BE 1% TYPICAL (2% MAXIMUM WHERE NEEDED) 6. CONTRACTOR TO SUBMIT A DEWATER NG PLAN FOR ENGINEER AND CITY APPROVAL, PLUS OBTAINING A DEWATER NG PERMIT FROMTHE APPROPRIATE ANGENCY NOT USED 49.20 49.07 NOT USED NOT USED 49.07 48,97 16 LE 24" ADS N-12 HP © 0.3 NOT USED 48.97 44.29 STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41.14 PROPOSED 24" ADS N -12 STORM INV, = 42.17 44.02- 43.87 _ 43.86 45.06 46.36 47.23 INLET #3 (GUTTER INLET) RIM = 47.73 INV = 42.20 44.91 ■ i., 46.50 47.53 48.47 49.2■` 22 LF 24" ADS N -12 HP @ 0.3% INLET #4 (GUTTER INLET) RIM = 47.73 INV = 42.27 STORM MH #10 (8' DIA.) RIM = 47.21 SW. INV = 35.00 NW. & SE. INV = 34.07 STORM - SANITARY CROSSING EXIST. 8" SANITARY BOTTOM = 39.17 PROPOSED 30" ADS N -12 HP STORM INV. _ 35.02 25 LE 30" ADS N-12 HP @ 0.3% 47.78 14 LF 24" ADS N -12 HP @ 0.3% 46.50 47.08 48.47 -49.20 47.67 X46.50 8" HDPE ROOF DRAIN PIPE 47.97 48.04 RAISE MANHOLE TO MEET PROPOSED RIM STORM MANHOLE (FILLED WITH WATER) EXISTING TOP EL.= 47.93' PROPOSED TOP EL. = 48.93' INV. EL. =35.2' 48.12 STORM MH #4 (6' DIA.) RIM = 48.78 W. INV = 42.58 NW. & SE. INV = 36.40 STORM MH #11 (6' DIA.) RIM = 46.96 NE. INV = 35.08 NW. INV = 41.97 SE. INV = 42.46 SW. INV = 41.16 ROOF DRAIN INV. = 39.50 STORM MH # 12 (4' DIA.) RIM = 47.14 NE. INV = 39.55 NW. INV = 39.55 SE. INV = 39.55 SW. INV = 39.55 X46.50 48.58 16 LE 24" ADS N-12 HP @ 0.3 13 LE 18" ADS N -12 HP @ 0.38% 48.19 48.04 X46.50 48.59 12" HDPE ROOF DRAIN PIPE STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41.60 PROPOSED 24" ADS N -12 HP STORM NV. = 42.60 INLET #5 (GUTTER INLET) RIM = 47.98 INV = 42.63 27 LF 18" ADS N -12 HP © 0.3% INLET #9 (TYPE P -3 PER FDOT INDEX 210) RIM = 46.56 INV = 42.06 80 LF 18" ADS N -12 HP @ 0.8% 22 LF 24" ADS N -12 HP © 0.3% 273 LE 30" ADS N -12 HP @ 0.8% 48.22 48.30 X47.50 49.08 RAISE MANHOLE TO MEET PROPOSED RIM STORM MANHOLE (FILLED WITH WATER) EXISTING TOP EL.= 47.03' PROPOSED TOP EL. = 48.95' INV. EL. =36.3' END 10" HDPE BEGIN 12" HDPE STORM MH #6 (6' DIA.) RIM = 4875 SW. INV = 42.88 NW. & SE. INV = 36.72 STORM MH #13 (4' DIA.) RIM = (TO BE DETERMINED BY OTHERS) NE. INV = 43.34 SW. INV = 43.34 14 LF 24" ADS N -12 HP © 0.3% 79 LF 30" ADS N -12 HP @ 0.5% STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41,90 PROPOSED 24" ADS N -12 HP STORM NV. = 42.90 TYPE C INLET RIM = 48.00 NE. INV = 43.75 47.50 48.84 48,20 48.29 48.96 END 10" & 12" HDPE BEGIN 15" HDPE RAISE MANHOLE TO MEET PROPOSED RIM STORM MANHOLE (FILLED WITH WATER) EXISTING TOP EL.= 47.80' PROPOSED TOP EL. 48.96' INV. EL. =36.6' (N) INV. EL. =36.9' (S) INLET #7 (GUTTER LINE INLET) RIM = 47.98 INV = 42.92 GRAPHIC SCALE 10" HDPE ROOF DRAIN PIPE 48.90 10" HDP R••F X48.84 Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.2013 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida PAV CFLOO1 P R O J E C T \G GRAD N U M B E R v A\ S H DDRA AG N U M B E R 06 48.04 Os 1, CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS AND PPE SIZE BEFORE CONSTRUCTION BEGIN, 2. CONTRACTOR SHALL BEGIN STORMWATER PIPING CONSTRUCTION AT THE POINT OF CONNECTION OF EXISTING STORMWATER SYSTEM. >C 46.50 12" HDPE ROOF DRAIN PIPE „ fi f END 12" HDPE BEGIN 15" HDPE X 47.50 48.30 48.80 49.08 3. ALL EXISTING STORM AND SANITARY MANHOLES SHALL BE ADJUSTED TO NEW FINISHED GRADE. 4, ALL PROPOSED SPOT GRADES REFERENCE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED OR LOCATED. 5. ALL SIDEWALK CROSS SLOPES SHALL BE 1% TYPICAL (2% MAXIMUM WHERE NEEDED) 6, CONTRACTOR TO SUBMIT A DEWATER NG PLAN FOR ENGINEER AND CITY APPROVAL, PLUS OBTAINING A DEWATER NG PERMIT FROMTHE APPROPRIATE ANGENCY 48.90 RAISE MANHOLE TO MEET PROPOSED RIM STORM MANHOLE (FILLED WITH WATER) EXISTING TOP EL.= 47.03' PROPOSED TOP EL. = 48.95' INV. EL. =36.3' STORM MH #2 (6' DIA.) RIM = 48.52 NW INV = 42.15 NE. & SW. INV = 35.73 STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41. PROPOSED 24" ADS N-12 HP INV. = 42.90 16 LF 24" ADS N -12 HP © 0.3% INLET #7 (GUTTER LINE INLET) RIM = 47.98 INV = 42.92 47.50 48.84 STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41.14 PROPOSED 24" ADS N -12 STORM INV. = 42.17 22 LF 24" ADS N -12 HP © 0 48.20 48.73 48.29 48.96 12" HDPE ROOF DRAIN PIPE END 10" & 12" HDPE BEGIN 15" HDPE RAISE MANHOLE TO MEET PROPOSED RIM STORM MANHOLE (FILLED WITH WATER) EXISTING TOP EL.= 47.80' PROPOSED TOP EL. 48.96' INV. EL. =36.6' (N) INV. EL. =36.9' (S) 22 LF 24" ADS N -12 HP @ 0,3% 10" HDPE ROOF DRAIN PIPE 47.50 INLET #8 (GUTTER LINE INLET) RIM = 47.98 INV = 42.99 STORM MH #8 (6' DIA.) RIM = 48.35 NE. INV = 37.22 E. INV = 37.22 SW. INV = 37.43 NW. INV = 42.00 273 LF 30" ADS N -12 HP © Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 STORM 214.670.0050 (office) Contact: Yen Ong 3% 9.8% 48.90 14. LF 24" ADS N -12 HP @ 0.3% 45.63 10" HDPE ROOF DRAIN PIPE 48.32 45.80 48.31 STORM MH #3 (4' DIA.) RIM = 48.36 SE, INV = 42.31 NE. INV = 42.31 SW. INV = 42.31 STORM MH #13 (4' DIA.) RIM = (TO BE DETERMINED BY OTHERS) NE. INV = 43.34 SW. INV = 43.34 79 LF 30" ADS N -12 HP © 0 - 49.09- 4r 48.24 RAISE MANHOLE TO MEET PROPOSED RI14 STORM MANHOLE EXISTING TOP EL.= 47.72' p,ROPOSED TOP EL.= 49.01' V. EL. =36.8' 45.89 END 10" HDPE BEGIN 12" HDPE -SEND 8" HDPE BEGIN 12" HDPE DRAIN INLEt TOP EL.= 48.40' f INV. EL.=7.3' (N) INV. EL. ;'37.3' (S) INV. EL.39.4' (E) STORM MH #4 (6' DIA.) RIM = 48.78 W. INV = 42.58 NW. & SE. INV = 36.40 TYPE C INLET RIM =4800 NE, INV = 43,97 16 LF 24" ADS N -12 HP © 0.3% STORM - SANITARY CROSSING EXIST. 8" SANITARY TOP= 41.60 PROPOSED 24" ADS N -12 HP STORM INV. = 42.60 INLET #5 (GUTTER INLET) RIM = 47.98 INV = 42.63 10" HDPE ROOF- DRAIN PIPE 22 LF 24" ADS N -12 HP @ 0.3% 48.73 48.85 48,28 INLET #6 (GUTTER INLET) RIM = 47.98 INV = 42.69 GRAPHIC SCALE 8" HDPE ROOF DRAIN PIPE 48.70 STORM MH #6 (6' DIA.) RIM = 48.75 SW. INV = 42.88 NW. & SE. INV = 36.72 8" HDPE ROOF DRAIN PIPE 48.40 14 LF 24" ADS N -12 HP © 0.3% 48.03 48.05 T: 4F . 47,78 49.27 DRAIN INLET TOP EL. = 47.24 INV. EL. =38.2' 48.96 47.55 47.55- 46.72 46.79 Hi 46.87 2' TYPE "F" CURB AND GUTTER 7.5' SIDEWALK 10' LANDSCAPE STRIP S.R. 434 SEC11ON A-A, 8% Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.2013 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida PAV CFLOO1 P R O J E C T \G GRAD N U M B E R v r; S H D DRA N U M B E R AG 0 / CLEAN OUT INV = 3975 ) 17 LF OF 8" PVC @ 0.4% GRAPHIC SCALE CONNECT TO EXS ST N G MANHOLE SE. INV = 39.68 8" WET TAP W /TAPP N G SLEEVE & VALVE FIRE HYDRANT 014 FIRE HYDRANT 014 FDC BANK 8" PVC WATER 6" PVC FIRE A N D DOMESTIC BRANCHING CONNECTION RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 44.89' PROPOSED TOP EL. 44.02' INV. EL. =39.0' 8" RPZ BACKFLOW PREVENTER WITH 8" COMPOUND METER 6" DDCV 8" GATE VALVE RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 47.68' PROPOSED TOP EL. =48.76 INV. EL. =39.9' (NW) INV. EL. =40.1' (S) 1. DOUBLE DETECTOR CHECK VALVE IS REQUIRED TO BE TAMPERED. 2. FIRE HYDRANTS AND FDC'S SHALL BE IDENTIFIED BY A BLUE REFLECTIVE PAVEMENT MARKER. 3. FDC SIGNAGE SHALL FOLLOW THE SEMINOLE COUNTY "GUIDE FOR FIRE PROTECTION SYSTEM SIGNAGE ". 48.76 11.25° BEND RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 47.14' PROPOSED TOP EL. 48.80 INV. EL. =40.8' T 6" PVC 6 "TEE 8 „X6„ 8” TEE RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 48.00' PROPOSED TOP EL. = 48.88 INV. EL.= 41.0' nter ion __ . 22.5° BEND Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida CFLOO1 P R O J E C T N U M B E R T L TY PLAP S H MANHQLE RIM = 48.76 NE. f)d1/. = 41.66 SW. MV. = 41.66 GRAPHIC SCALE 411F — 8" PVC © 0.4% SANITARY MANHOLE TOP EL.= 43.64' INV. EL. =39.6' 11.25° BEND MANHOLE R M = 48.35 = 41.50 LE CLEAN OUT NV = 39.75 17 LF 8" PVC @ 0.4% RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 47.14' PROPOSED TOP EL. 48.80 INV. EL. =40.8' CONNECT TO EXISTING MANHOLE SE. INV = 39.68 8 "X6" " 8 TEE RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 48.00' PROPOSED TOP EL. = 48.88 INV. EL.= 41.0' LE. _ FIRE HYDRANT FDC BANK 8" PVC WATER 8" PVC FIRE AND DOMESTIC BRANCHING CONNECTION 8" RPZ BACKFLOW PREVENTER WTH 8" COMPOUND METER 6" DDCV 8" GATE VALVE WATER MAN EXTENSION CAPPED WTH 2" BLOW OFF FOR FUTURE SERVICE TO CITY IRRIGATION FIRE HYDRANT 8" GATE VALVE 48.35 RAISE MANHOLE TO MEET PROPOSED RIM SANITARY MANHOLE EXISTING TOP EL.= 47.67' PROPOSED TOP EL. =48.35 INV. EL. =41.1' (N) INV. EL. =41.4' (S) CONNECT TO EXIST. WATER W /TEMP BYPASS 1. DOUBLE DETECTOR CHECK VALVE IS REQUIRED TO BE TAMPERED. 2. FIRE HYDRANTS AND FDC'S SHALL BE IDENTIFIED BY A BLUE REFLECTIVE PAVEMENT MARKER. 3. FDC SIGNAGE SHALL FOLLOW THE SEMINOLE COUNTY "GUIDE FOR FIRE PROTECTION SYSTEM SI GN AGE ". ° BEND 22.5° BEND T: `F 22.5° BEND T- 4,_, POINT OF BEGINNING (NOT INCLUDED PORTION) Floors Before Reductio Fin I F :i e :F p ** Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.2013 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida CFLOO1 P R O J E C T N U M B E R T L TY PLAP S H 2013 --9 ;01 am roland.magsino; 0 LL 0 0 c D 0 c J: \31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEE NIMINEMENO ca CO Latittittim 0 C.) 1 1. It& it\11111PC\ GRAPHIC SCALE SAWCUT AND MATCH EXISTING CURB SAWCUT AND MATCH EXISTING PAVEMENT STA. 10 +12.18 60 50 40 DATUM ELEV 35.00 N 00 20' DRIVEWAY CUT PER CITY LAND CODE PAGE 601, SEC. 9 -299 (SIDEWALK TO BE 6" THICK FOR FULL 20' WIDTH OF DRIVEWAY) SAWCUT AND MATCH EXISTING PAVEMENT STA. 17 +28.82 AWCUT AND MATCH EXISTING CURB 10 +00 11 +00 60' ROW 12 +00 11.5' 6.5' 2' 10' C/L 10' 2' 6.5' 11.5' s/w 1% (TYP) SOD (2% MAX) 2% Walk VA. 0 0 0 LEVEL PGL 2% 0 0 SOD 0.50' s/w 1% (TYP) (2% MAX) L 4" THICK S/W TYP. 6" THICK WHEN PART 0.50' OF DRIVEWAY DORAN DRIVE WO /PARKING O 1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER..... CURRENT.... CITY STANDARDS CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION E UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 13 +00 14+00 60' ROW 15 +00 11.5' 0.50' S/W 1% (TYP) (2% MAX) 8' PARKING 2% 10' c/L 1 o, 2% PGL 2% 8' PARKING 0.50' 11.5' 2% S/W 1% (TYP) 0 0 0 0 0 LLEVEL DORAN DRIVE WIPARKING 16 +00 (2% MAX) \_ 4 THICK S/W TYP. 6" THICK WHEN PART 0.50' OF DRIVEWAY O 1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER CURRENT CITY STANDARDS 8" CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 17 +00 GRAPHIC SCALE S71•24'05 "E 275.15' —70-F--1 AIM Mk,71 HIGH POINT ELEV = 44.02 HIGH POINT STA = 10+74.25 PVI STA = 10+74.25 PVI ELEV = 43.91 L = 30 K = 10 50 40 DATUM ELEV 35.0 40' ROW Nri HIGH POINT ELEV = 46.84 HIGH POINT STA = 11+44 PVI STA = 11+44 PVI ELEV = 47.00 L = 40 = 12.20 N Lri 00 Ln ad 1 V • 1,0 = 11 +00 EVCE: 46.24 = 11 +50 LO Oo 11 0 0 + N 11 = 48.20 = 12+50 LO a3 •:1- 11 -. II H V) PVI ELEV 0 'n ii;r%: r 0 a •• off° C/L PROPOSED 0.50% O I --, N 00 03 N + N 11 00 00 oi I � w o_ 04 1 r 1 --- r PVI STA = PVI STA - ■ c jt, PVI STA = PVI ELEV = PVI STA EXISTING II v) 0 PVI ELEV = C/L EXISTING C L � PROPOSED rr7o u7 -o Q °N° d • 0.50%' ro a) —0.5 0. — —0_ 0.51 — — `& i _____ 0 N 00 r LO Oo o N . oo Lc) oo o N oo Lc) oo oo 0 N oo oo d- . N r co cm . 00 Q Oo 00 (N Oo a 00 N Oo 09 00 Oo a N 0� Oo �I∎ 0� 6 a 0� 0) d- 10 +00 11 +00 60' ROW 12 +00 11.5' 6.5' 2' 10' C/L 10' 2' 6.5' 11.5' s/w 1% (TYP) SOD (2% MAX) 2% Walk VA. 0 0 0 LEVEL PGL 2% 0 0 SOD 0.50' s/w 1% (TYP) (2% MAX) L 4" THICK S/W TYP. 6" THICK WHEN PART 0.50' OF DRIVEWAY DORAN DRIVE WO /PARKING O 1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER..... CURRENT.... CITY STANDARDS CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION E UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 13 +00 14+00 60' ROW 15 +00 11.5' 0.50' S/W 1% (TYP) (2% MAX) 8' PARKING 2% 10' c/L 1 o, 2% PGL 2% 8' PARKING 0.50' 11.5' 2% S/W 1% (TYP) 0 0 0 0 0 LLEVEL DORAN DRIVE WIPARKING 16 +00 (2% MAX) \_ 4 THICK S/W TYP. 6" THICK WHEN PART 0.50' OF DRIVEWAY O 1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER CURRENT CITY STANDARDS 8" CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 17 +00 GRAPHIC SCALE S71•24'05 "E 275.15' —70-F--1 AIM Mk,71 HIGH POINT ELEV = 44.02 HIGH POINT STA = 10+74.25 PVI STA = 10+74.25 PVI ELEV = 43.91 L = 30 K = 10 50 40 DATUM ELEV 35.0 40' ROW Nri HIGH POINT ELEV = 46.84 HIGH POINT STA = 11+44 PVI STA = 11+44 PVI ELEV = 47.00 L = 40 = 12.20 N Lri 00 Ln ad 10 +00 4" THICK S/W TYP. 6" THICK WHEN PART OF DRIVEWAY 2.5' 6' 0.50' 8' 10' C/L 10' S/W 1% (TYP) MAX) PARKING 2% MUM: -1■■■■■ N■ • /1' PGL 2% 3' 0.50' 0.50' O B O EDGE DRIVE W /PARKING 0 LEVEL O1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER CURRENT CITY STANDARDS 8" CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 11 +00 NOTE: 1 ALL (2% v AX D iv 12 +00 4 L CROSS SLOP ER -D=D 13 +00 �l 7 ALL B 1 1 % TYP 14 +00 CAL Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida PAP CFLOO1 P R O J E C T N U M B E R A\ D PR IL S H E E T - S - N U M N + V7 0 > EVCE: 46.24 (0 + 1- U} 0 w EVCE: 47.10 -. II H V) PVI ELEV off° C/L PROPOSED 0.50% O I --, 04 - ■ c jt, \_---- C/L EXISTING (0 rri rr7o u7 -o co u7 °N° d • O 0) ro a) 10 +00 4" THICK S/W TYP. 6" THICK WHEN PART OF DRIVEWAY 2.5' 6' 0.50' 8' 10' C/L 10' S/W 1% (TYP) MAX) PARKING 2% MUM: -1■■■■■ N■ • /1' PGL 2% 3' 0.50' 0.50' O B O EDGE DRIVE W /PARKING 0 LEVEL O1 1/2" SUPERPAVE, TYPE SP -12.5, TRAFFIC LEVEL C PER CURRENT CITY STANDARDS 8" CRUSHED CONCRETE BASE, LBR 120 12" STABILIZED SUBGRADE, LBR 40 EMBANKMENT MATERIAL WHEN REQUIRED BY UNSUITABLE MATERIAL EXCAVATION UNSUITABLE MATERIAL EXCAVATION IF REQUIRED 11 +00 NOTE: 1 ALL (2% v AX D iv 12 +00 4 L CROSS SLOP ER -D=D 13 +00 �l 7 ALL B 1 1 % TYP 14 +00 CAL Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida PAP CFLOO1 P R O J E C T N U M B E R A\ D PR IL S H E E T - S - N U M 2013 --9;01 am roland.magsino; 0 0 L 0 J:\31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEE NIMINEEMEN ca CO Lamm 0 C.) 1 BOLLARD MOUNTED HANDICAP SIGN SEE SEPARATE DETAIL FOR SIGNAGE REQUIREMENTS (3) 6" WHITE CHEVRONS 7..,,EQUALLY SPACED PER AISLE WHITE HANDICAP SYMBOL (3' OR 5' HIGH) SINGLE WHITE 4" STRIPE taE;_ FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP HANDICAP STRIPING SHALL CONFORM TO FDOT INDEX 17346 SHEET 11 OF 14 (LATEST EDITION) TYPICAL HANDICAP PARKING SECPION N.T.S. NOT USED HANDICAP RAMP (TYF.) 12" WHITE CROSSWALK BARS CO 3'—O" O.C. !I iiiiiiiiiiiii 24" WHITE THERMOPLASTIC STOP BAR (TYP.) STOP SIGN CURB (TYP.) SIDEWALK (TYP.) INTERSECTION CROSSWALK/ STOP BAR DETAIL N.T.S. NOTES: 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT (Sc ORDINANCE NUMBER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24 -23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SIGN MAY BE MOUNTED ON BUILDING /WALL AT PROPER HEIGHT, IF ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE. HANDICAP SIGN N.T.S. 12" PARKING BY DISABLED PERMIT ONLY FINE SIGN PER CITY OF WINTER SPRINGS TO SPECIFY AMOUNT OF $250.00 NOT USED NOT USED R5" 2' -1 1/ R1' -1' 299 12" ____________A- 799 99 99 R1' -699 NOTES: 1. ALL LETTERS ARE 1" SERIES 79C , PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. 5. TOP OF ONE SIGN SHALL BE 7' -0" FROM FINISHED GROUND. HANDICAP PARKING SYMBOL N.T.S. TOP OF SIGN TO MATCH TOP OF — POST. DEFTk OF CUT TO 5E %. TAE DE Tk OF SLAE FLUS /4", MAKE ALL SAW CUTS UJ I TAI IN 12 kR_ OP CONCRETE FOUR_ 41 SAWCUT CONTROL JOINT SIDE VIEW 0 0 0 0 8 MIN SEE PLANS FOR SIGNAGE TYPES AND LOCATIONS 97 0 0 I NOT USED NOTE: ALL SIGNS SHALL COMPLY WITH THE TOWN CENTER SIGN STANDARDS z SIGNAGE TO CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. CONC. BASE TRAFFIC SIGNAGE INSTALLATION N.T.S. DO EXPANSION JOINT I II I III I III ii - ii -ii= iii iI I III I III NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 20' 0.0 MAXIMUM. EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1/8" BELOW TOP OF WALK. SAWCUTS SHALL BE 5' (MAX.) O.C. CONCRETE WALI N.T.S. I I NOT USED 9 0' ALL STRIPES 4" WIDE PAINT F.D.O.T. CODE T -1 (WHITE) TYPICAL STRIPING DETAIL N.T.S. (APPLIES TO PARKING GARAGE ONLY) 6 71 1/2" R. VERTICAL CURB DETAIL N.T.S. Developer. Winter Springs Town Center, LLLP 650 South NohIake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.2013 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida D CFL001 TA P R O J E C T N U M B E R L S iT1 U M B E R ck :............................ ............................... 2013 --9;01 am roland.magsino; J:\31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEI NIMINEMENO ca CO Lamm PROPOSED OR FUTURE CURB AND GUTTER CONSTRUCTION 1' -10" 1 „ —2 `� AJ � 1/2" EXP. C / JOINT —A MAINTAIN FLOW LINE GRADE RLA\ 6" 1' -6" 1' -10" . l B VALLEY GUTTER ) 1q 6 -1 /4" 3/4 "R 5,— 'J 8-03 CURB & GUTTER REFERENCE FDOT INDEX 300 FOR ADDITIONAL INFORMATION. ALL CONCRETE SHALL BE 3,500 PSI (MIN) AT 28 DAYS 3,— =CT 3,— VALLEY GUTTER (REFER. FDOT INDEX 300) c =CT o. cc N.T.S. Co 1 zi CNI PLA 80L CD NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6 ", UNLESS OTHERWISE SHOWN ON PLANS. TYPE "F" CURB AND GUTTER (REFER. FDOT INDEX 300) N.T.S. 12" 12" 3/4 "R x'3/ 4 "R'. 24" NOTES N 1. CONSTRUCTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION JOINTS. CONSTRUCTION JOINTS SHALL BE SAW CUT WITHIN 24 HRS. OF PLACEMENT. 2. FOR CURB & GUTTER CONSTRUCTED ADJCENT TO CONCRETE PAVEMENT. 1/2" EXPANSION JOINT MATERIALS SHALL BE PLACED BETWEEN THE EDGE OF GUTTER AND EDGE OF PAVEMENT. 2' SYMMETRICAL VALLEY GUTTER N.T.S. 1 1 1 « ................................................................................................................................................................................ ............................... _ ....fir _:. »u i. i _ :: i ''i TgfAliP M.O.T DETAIL N.T.S. Developer. Winter Springs Town Center, LLLP 650 South NohIake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 10.17.2012 ORIGINAL CITY SUBMITTAL 01.10.2013 1ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida D TP, CFLOO1 P R O J E C T N U M B E R L S 112 S 2013 --9;01 am roland.magsino; J:\31971\ 5.9 Drawings \59civil \current \31971 C.) MEEEEEEEEEEI NEMINEEMEN Latittittitas CO 1111111111111111111111111111111111111 cD C.) PLAN CAST Precast 7.-14 116, Ski in,. Level 7 Grate E. " ears To TX" See inset A foT Precast Inlet YP rr 54 CIP P(ecaSt 4V EL C-I-P .SidE #4 .ffars ctrs. T ars eft Pldex 4 ears ,r Ctrs, St .1 natin 3-10' 3' mitt Or r ars% (Prcast SilattO Heriz. Viraft Rai f. : fable 1.1 48 .1 t ,-Eea #4 Ear BeJoh• Grate Seat #0.4 sar5 tz r:trs ail einE (Set Table 1) 04 liars 4 Bars Ctr5, •Et' fitatt) Or 11 Ctrs, (Precast 16' Slab) 4 Z� &Ater Trans-Ilion To Be Pahl For As Shaulder Gutiter ft-1-P) 4' Rr (Pecs( To Be Paid For As !Not Cotter Tr--awn To Be Paid Far i•L!• Gutter Center Location eference ITV DD L 5x3x eire ahl Bars ra (See Ottda Ab 'e) fidek ar Glitter Theoreticol Gutter Lim is? .01' Got t er Shoulder afeetreni Bar Stub (Se DI) F DOT DE I FY 201 Crass Ear 1111111111111111111 i,!YI Bars 71.14E' (riatthed For Cross Bars) Cross Bars PkrOr (e ronthwais weld At Main S.ar NotChEs) *fain Bars and Cress Bars Mush .Eln rep 0W1111911016!WW4t, DARDS For Grare Detaffs See Index Nor 23.1 if Bar tubs --- TOP VIFW5 Ctrs, kr' Stis •„„„„„„, ; u G. Precast OMMENDED MAXIMUM PIPE FAILET INSIDE WIDTH 7-11 PIPE SIZE O'` Chr 3 10' 3Cr ote.- Recorrintopti sizes are Far concrete gilipe. for ; ;et types of pipe must be verified tor fit accciffijiiciP with :117"....1E,x Mai 201_ Fn,r' larger pipe see bottom derail below and index- 0. .1111111111111111111 •RI•ONTAL WALL REINFORCING Al2 Or Z-1 r e•-4r. (Std,) Unless Otherwise Sfrown In Flans 0,20 0,20 024 Or rr t,.0.ntess CotherhViSte, Sown 0 Manx. I KITE.: Mt. 5 Structure Sato Only- See Index o- 2oo ror structure bottem details arid hole re-intarcement„ INLET WITH STRUCTURE BOTTOM 1,17:45 inlet Is int use in, sh, gutter an facilities su.kl t heavy wheel lomis„ Th parallel bar grate shall be :used on United access facilites, On other Fa•lates the reticulihe gr. used', tot: e Wel OiltSirle pedestrtan way, 7 NY relnf•rrin 15 Grade 6f) tors with 7 min. :pother unless otherwise nagd, See Index No. 201 for e .ivailent: area of .hvekiee wire fabric. Bar5 to be cot :or he for VIT c,reara. .e fou Arm., ex 5e „ e5 P1 c r er,„ 5.fia0 e W clo fer rckored to IV rar$4,15- When Alternate G grate is specified ln plans, the grate it's to • I Mired ter fabrication. .5„ For supplementary details and mita: see Index Mg.ts„ 200 and .Imensiens' are f 'II precast :pod! cast-l• :lace inlets unless btierwise noted, 7. Inlets to For ur. r the co, nr rad unit price For inlets (Gutter Type 54. EA. Cost of coricroto :apron at ter Mal 5 to be 1K-1:Wed LT the cost of the Infet. ET TIT HE W M ABOVE S.S. OR F.M. TYPE "S" GUTTER INLET DETAILS N.T.S. NOTE: 1, WATER MAIN TO BE 12" MIN. OVER SEWER MAIN OTHERWISE ENCASE SEWER IN CONCRETE. 2. WATER MAIN TO BE ENCASED WHEN ENTERING THE BUILDING UNDER THE FOUNDATION. 2500 PSI (MIN) CONCRETE ENCASEMENT OR STEEL SLEEVE S.S. OR F.M. WATER MAIN CROSSING N.T.S. 36" MIN COVER f r r r $ _IFEvTITRET11-- #2 , 111 ROADWAY 5 TRAFFIC ANDARDS 1' MIN 18" MIN STORM DRAINAGE PIPE WATER MAIN OR FORCE MAIN c VARIES 44 P 45° CL 51 DIP BENDS WITH MEGALUG RETAINER GLANDS (TYP) STORM DRAINAGE PIPE CROSSING N.T.S. .••••••••••••••■ NOTES: ill M•E immoommommommImmow immommENNENNENNEmommor 11111111111111111111111r ••••••••••••••••••■••/ '1••••••••••••••••■••' '■•••••••••••••••=/' ■••••••••••••••■" -■•••••••••••• -"..11111111111•11w- 1. ARTERIAL ROADWAYS- USF RING AND COVER SERIES 170-BJ. HEAVY DUTY LOAD RATING. COVER WEIGHT 217#, TOTAL WEIGHT 372#. 2. RESIDENTIAL ROADWAYS- USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER WEIGHT 150#, TOTAL WEIGHT 305#. 23 3/4" MANHOLE COVER TYPE BJ 23 3/4" r MANHOLE COVER TYPE J 22 1/4" RAISED 1 1/2" LETTERS FLUSH WITH TOP OF COVER LABELED SANITARY OR STORM AS APPLICABLE 4, 6" 24 1/2" 30 1/4" USF 170 MANHOLE RING W.S. Detail 6-9-00 MANHOLE FRAME & COVER MANHOLE WALL 1 /2 PIPE DIA BRICK 8c MOTOR DAM INLET CONNECTION AS REQUIRED MANHOLE INVERT TEE COmPACTED SELECT MATERIAL Bc 2 B 1 1 Bd TRENCH WALLS UNDISTURBED TO BE AS VERTICAL 7I I AS POSSIBLE r SOIL (4" MIN.) CONCRETE 1111 II II CONCRETE CLASS "A" BEDDING SPECIAL CONDITIONS NOTES: FOR BEDDING AND TRENCHING 4" MIN.) COMPACTED GRANULAR BEDDING MATERIAL 1. DIMENSION Bc = PIPE O.D. DIMENSION Bd = TRENCH WIDTH AT TOP OF PIPE MAXIMUM Bd = Bc + 30" MINIMUM Bd = MAXIMUM DIMENSION OF BELL + 8" (UNSHEETED TRENCH) VERTICAL TRENCH WALL COMPACTED BACKFILL COMPACTED SELECT MATERIAL COMPACTED GRANULAR BEDDING MATERIAL UNDISTURBED - SOIL 0.5 BTOTAL I IE SEE NOTE 2 NORMAL TRENCH GRANULAR BEDDING CLASS "B" BEDDING NORMAL CONDITIONS 12" MAX 12" MAX 2. DEPTH FOR REMOVAL FOR UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION. FOR ROCK OR OTHER NON-CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM OF UTILITY. 3. ALL BACKFILL AND SELECT MATERIAL UNDER ALL ROADWAYS, DRIVES (INCLUDING DIRT DRIVES), AND PARKING AREAS SHALL BE COMPACTED TO 985 OF THE MODI- FIED PROCTOR MAXIMUM DRY DENSITY. (AASHTO T-180). BACKFILL AND SELECT MATERIAL UNDER ALL OTHER AREAS SHALL BE COMPACTED AS FOLLOWS: FROM BOTTOM OF TRENCH TO 12" ABOVE TOP OF PIPE - 955 OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180). FROM 12" ABOVE TOP OF PIPE TO TOP OF BACKFILL - 90% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180). MANHOLE INVERT 11 III 1111 III 11 BEDDING AND BACKFILL COMPACTION DENSITY TO 95% MODIFIED PROCTOR A.A.S.H.O. T-180 (ASTM D-1557) BEDDING AND TRENCHING DETAILS N.T.S. TRANSITE COLLAR ENCASED IN NON- SHRINK GROUT FLUSH WITH MANHOLE WALL PRECAST MANHOLE WALL FORCEMAIN CONNECTION INFLUENT SEWER CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE 90° BEND DROP CONNECTION NOTES: 1. PENETRATION TO EXISTING MANHOLES SHALL BE CORE BORED 2. OUTSIDE DROP CONNECTION SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED TWO FEET OR MORE ABOVE THE MAIN INVERT CHANNEL SHELF TO BE INTEGRAL WITH PRE-CAST BASE PRECAST MANHOLE WALL STAINLESS STEEL BOUND FILL WITH GROUT MANHOLE INVERT STAINLESS STELL PIPE CLAMP PVC OR DIP a"- RESILIENT ' CONNECTOR TYPICAL CONNECTION W.S. Detail 6-9-00 TYPICAL MANHOLE CONNECTIONS C.I. FRAME AND COVER TO MEET MUNICIPAL STANDARDS PAVEMENT BASE WALL REINFORCEMENT PER ASTM C-478 4000 PSI @ 28 DAY CONCRETE, TYPE II CEMENT BITUMASTIC COATING INTERIOR AND EXTERIOR MIN 2' 6" MIN. 6„ c 0 HAND PLACED SELECTED BACKFILL TO BE PLACED IN LIFTS NOT EXCEEDING 6" IN THICKNESS NORMAL TRENCH BOTTOM C.I. FRAME TOP OF BASE AND COVER PAVEMENT PAL MIN 21" l'-O" • (N ADJUST TO FINISHED GRADE W/ SEWER BRICK AND MORTAR, ( MAX, 12") 4'-o" MINIMUM INSIDE DIAMETER MANHOLE BRICII AND MORTAR INVERT • Ot"" NOG. • ;rest • • 0 • ....;011711117111 sties • a. OA 0•118411. •• 41,01,4.0110•• 111. •• 010111MAND 11.11.11.11.4010.1111011011r111011 el sr er erste. -ter eiteior. si4er ei3e. siVr. eKlvoke. epoop", a!~ ratratalrialt...2e re..2 rAt rer. Walt rellamStral INSTALL NON-WOVEN FILTER FABRIC (MINIMUM 2' WIDTH) 8" MIN. WALL THICKNESS RUBBER BOOT CONNECTION (SEE DETAIL S-7) MIN. TYPICAL BASE REINFORCEMENT SHALL BE NO.4 BARS © 12" O.C. FOR DEPTHS UNDER 6 FT., NO.4 BARS © 9" 0.C. FOR GREATER DEPTHS. AS REQUIRED #57 AGGREGATE 8" MINIMUM BASE THICKNESS NOTES: 1. ON TRANSITIONS BETWEEN LARGER DIAMETER AND SMALLER SEWER COLLECTORS, INVERTS OF SEWERS SHALL BE MATCHED. 2. NON-PENETRATING PICK-HOLES IN ALL CONCRETE SECTIONS. 3_ USE FARBERTITE BITUMASTIC SEALER BETWEEN SECTIONS OF MANHOLES. 4_ 0.1' - DROP ACROSS MANHOLE TYP. SANITARY MANHOLE N.T.S. Developer: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751-7410 407.660.2120 ext 213 Contact: John Wohlfarth Rev DATE ISSUE TITLE 10.17.20120RIGINAL CITY SUBMITTAL 01.10.20131ST RAI CITY SUBMITTAL 02.06.20132ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida D CFLOO1 TA PROJECT NUMBER S ET 3 S 2013 -9;01 am roland.magsino; 0 0 I U 0) 0) 0 0 J: \31971 \5.9 Drawings \59civil \current \31971 C.) MINEEMENEMENE NEMINEMENIN ca CO Lamm 6" CONC. SLAB W/# 4 BARS 12" O. C. E. W. 18" BEYOND PIPING E.W. • tot TOP VIEW UNION FLANGE /// / 127,/////f/etZ17.////////. �4Prffe //2////// ,271/////////////, "7171 =71= =TIE � I Ti E i E = itrr �I II FROM MAIN NOTES: SECTION A —A II =I1 1® - COMPOUND METER ASSEMBLY; PROVIDED AND INSTALLED BY CONTRACTOR. (NO METER REQUIRED FOR FIRE SERVICE.) Q - O.S. & Y. GATE VALVE, RESILIENT WEDGE ® - BY -PASS LINE ® - REDUCE PRESSURE ZONE VALVE BACKFLOW PREVENTER 6- WYE STRAINER. ®- PROVIDE SUPPORTS AT EACH VALVE. Q7 - ALL ABOVE GROUND PIPING SHALL BE FLANGED DUCTILE IRON OR BRASS PIPING WITH UNIONS. ® - ENTIRE BACKFLOW PREVENTER ASSEMBLY TO BE PAINTED BLACK. ' EDUCE PRESSURE ZONE BACKFLOW PREVENTER FOR POTABLE SERVICE OS & Y GATE VALVES min BY -PASS LINE WITH WATER METER 12" To 30" ABOVE GRADE BYPASS DOUBLE CHECK PROVIDE SUPPORT FOR r AND LARGER RESTRAINED MECHANICAL JOINT FITTINGS AND PIPE NOTES: 1. ALL PIPE AND FITTINGS ABOVE GRADE SHALL HAVE FLANGED ENDS. 2. BY -PASS METER ASSEMBLY SHALL BE REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 3. THE CHECK VALVE ASSEMBLY, VALVES AND PIPING AND THE BYPASS METER AND DOUBLE CHECK SHALL BE PAINTED WITH A PRIMER SUITED TO THE BASE MATERIALS AND FINISHED WITH TWO COATS OF EXTERIOR ENAMEL (COLOR IS BLACK).': 4. BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE- INSTALLATION. 5. :: THE DOUBLE DETECTOR CHECK VALVE IS REQUIRED TO BE TAMPERED 1 2" DOUBLE CHECK VALVE ASSY. 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SERVICE 12" MINIMUM 2" GALVANIZED PIPE PROTECTIVE PAPER WRAPPER (TO BE REMOVED IMMEDIATELY PRIOR TO JOINING) PREFORMED RAM -NECK JOINT SEALING COMPOUND (OR APPROVED EQUAL) PLACED BEFORE INSTALLATION N V TONGUE a PREPRIMED JOINT SURFACE PAVEMENT OPEN JOINT C.I. FRAME AND COVER USF 420 -C STORMWATER BASE 8" THICKENED SEAT (ALL AROUND) 4000 PSI AT 28 DAYS CONCRETE TYPE II WALL REINFORCEMENT PER A.S.T.M. C -478 OPEN JOINT PREPRIMED JOINT SURFACE RAM -NECK "SQUEEZE -OUT" PERMITTING VISUAL INSPECTION NON WOVEN FILTER FABRIC C.I. FRAME & COVER PAVEMENT CLOSED JOINT TOP OF BASE AV\ k IN OPENING 21" ADJUST TO FINISHED GRADE WITH &�� SEWER BRICK AND MORTAR ►0 8" MINIMUM WALL THICKNESS (THICKER WALLS SHALL BE USED IF REQUIRED FOR STRUCTURE STRENGTH) " WATER METER 2" CORP. STOPS EXISTING WA ER AIN 14 THHN SOLID COPPER TRACER WIRE 1' -0" "` 1 Varies 4' - 8' 4' MIN. WHERE FEASIBLE TYPICAL BASE REINFORCEMENT SHALL BE NO. 4 BARS AT 12" O.C. FOR DEPTHS UNDER 6' & NO. 4 BARS AT 9" O.C. FOR GREATER DEPTHS. 2" CORP. STOPS NEW WATER MAIN EXTENSION TEMPORARY BYPASS 2' -0" 2' NON -WOVEN FILTER FABRIC (TYPICAL) CENTERED ON JOINT 0000000000o o o 0000a o 0 0 0 0 0 0 0 0 0 o°o°o°o°o°og °o °oo o o ,,�°,°n°n°,°, °o °o °o °o °c 8" MINIMUM THICKNESS °o°° °o °o °c 0 0 0 V °V °V °V °V °o °o °o °o °oc gogogogo°o°o°o°o°o°o°o°o°o°o o o o o o o o o o o o o o o °°°°°°°°°° SECTION °o °o °o °o °000 °o °o °o °o °o °o °o °c o °o °o °o °o °o °o °o °o °o °o °o °o °o( 0000,0_0_0,000000000000000 r STORMWATER MANHOLE TAPE COILED TRACING WIRE (TYPICAL) j TAPE 14 THHN SOLID COPPER TRACING WORE GENERAL NOTES: 2. 1. PIPE LINE TRACING WIRE IS TO BE INSTALLED ON ALL POTABLE WATER RECLAIMED WATER AND SEWER FORCE MAINS. #57 STONE 1' MIN. FINISHED GRADE 1 0 w U 0 1 0 z 0 1' -0" MIN TO 4' -0" MAX 2" SQUARE PROVIDE REVERSIBLE HANDHOLE RING & COVER MARKED WITH AN "S" AND PENETRATING PICK HOLES, USF 7621. (SEE DETAIL BELOW) 24" x 24" x 4" CONCRETE COLLAR OR 24" PVC DOUGHNUT W /POURED CEMENT INSIDE (NON- TRAFFIC AREAS ONLY) .a e • 6" TWO WAY CLEAN OUT GASKETED TEE 7i (2) #4 BARS EACH SIDE GAS TIGHT STOPPER 6" THREADED CAP 6" PVC RISER CLIAN OUT 9 5/8" ;/;:22%2=;j 1 1 /2" 13 1/2" usP -b21 F' 2 1/2" HOSE NOZZLES EVERSEL 3 3/4" A JD CONNECT TO EXISTING SERIVCE OR USE WATERTIGHT PLUG FOR FUTURE SERVICE NOTE: REVERSIBLE HANDHOLE RING & COVER MARKED WITH AN "S" AND PENETRATING PICK HOLES, OL sir. AN SANITARY SEWER CLEAN OUT BREAKABLE BARREL COUPLING OR FLANGE FINISHED GRADE 6" STANDARD HYDRANT WITH 5 1/4" OPENING CAP CHAINS ONE PUMPER OUTLET NOZZEL ON STREET SIDE D COV PROVIDE CONCRETE COLLAR IN PAVED AND UNPAVED AREAS 18 "X18 "X4" CONCRETE DRAIN VALVE SHALL BE PLUGGED SYSTEMS— TRACING WIRE SHALL ALLOW TRACABILITY OF ALL PIPE BRANCHES INCLUDING THOSE FOR HYDRANTS. TRACING WIRE SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE MAIN AND SECURED TO THE MAIN EVERY 5 FEET WITH ADHESIVE TAPE. WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. 3. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- IFIED PVC VALVE BOX AT THE END OF THE RUN. TRACING WIRE CONNECTION COLLAR WITH #4 REBAR CAST IRON BOX 6" MECHANICAL JOINT GATE VALVE } 3' -o" MIN COVER N OTES: LOCKING 6" HYDRANT ADAPTER AND HYDRANT TEE, OR 3/4" TIE RODS (MIN 2 PER CONNECTION PIECE) 6" CONNECTING PIECE 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF WINTER SPRINGS SHALL BE EITHER THE CLOW # 42 MEDALION AMERICAN DARLING B84B, OR THE MUELLER A-423. 2. FIRE HYDRANTS SHALL BE PAINTED "SHERWIN WILLIAMS SAFETY YELLOW" 3. GRIP RING RESTRAINT MAY BE USED IN PLACE OF ALL THREAD RODS FIRE HYDRANT ASSEMBLY Developer. Winter Springs Town Center, LLLP 650 South NohIake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah Rev DATE ISSUE TITLE 1O.17.2012ORIGINAL CITY SUBMITTAL 01.10.20131 ST RAI CITY SUBMITTAL 02.06.2013 2ND RAI CITY SUBMITTAL GrandeVi e at Town Center Winter Springs, Florida D CFLOO1 TA P R O J E C T N U M B E R L` 114 S 0 REF co r cD /t IUD EXJSTING W K TO REMAIN •y END NEJ^l J^IALK r REFER TO CIVIL FOR RAMP ELEVATION DETAIL CITY HALL J. NOW 1 • IM 1 iiIIIUI1iiiiiuMIM1 ___,. ____ m•Em m- DORAN DRIVE MATCHLINE 'A' 0 c,-N4 ik) ci) 1117-1 -ri 1 4J 1. faZ 11111 MI =111111111117k r L:1 u—• r T'- iI. J 1— Lo REFER TO SHEET H02.00/H03.00 FOR DETAIL I I 1 COORDINATE 71NAL LOCATION ,•N /DINNER $ LANDSCAPE ,ARCHITECT II =, _I�a, I It - - - I__ _ 1 =_ 1 -r "WM 1IM. _.__S___r ! I1 M DORAN DRI V: AREA 'B' —(SEE DETAIL SHEET H04.00) } ( fli 41X4' PLANTER FOR STREET TREES (PALMS) AREA 'C' (SEE DETAIL SHEET H04.00) AREA 'D' (SEE DETAIL SHEET H04.00) PROVIDE EXPANSION -JOINT BETYVEEN 1NALK, CURB, AND BUILDING L MATCHLINE 'A' (SEE DETAIL THIS SHEET) North a' 1 5' 30' 60' SCALE: 1 "=.30'- 0" Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 9.27.2012 12.19.2012 02.04.3 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander 0000546 GrandeVille at Town Center Winter Springs, Florida RROE _RP P 01 CFLOO1 PROJECT NUMBER S H E E _100 N U M B E R U co 0 1 C'3 LCD 1 HAMMOCK OR • S�ATINC�_,C?ROUP �-�� CRUSHED SHELL OR DECOMPOSED GRANITE rF I;1 • ire 11 II ti�lh T ' 5' -4" 33' 30' 10" FL 1 I NGH 10 9' -I" R5' FOOL EQUIP (PEA SRAVEL ON FABRIC) 29' -6" 19' SELF GLOSINS }^I/ LOCKING LATCH 9' -3" 37' " 15' -11" HAMMOCKS: BEL.DSIZE ST ••,? EXOT I G HAMMOCKS, I NG. 1 OR EQUAL Is -1 II r / ilt) R5' . filk ,Pqr 4,, II) lt, it1 + i 1 1 CORN HOLE SYNTHETIC TURF (55S 50 FT) • .1 • I -ROOT OVERHANG 10' - 2 5H01^1ER 10' -I0' . • 'POND ENGAGES/ ]2EGK 4 DEGORAT HIE; RAIL WATERFALL . FEATURE BENCH SEAT I^I/BAGK FIRE PIT W/SGREEN (CHAS). 1 1 1 COVERED CABANA '-1GOLUMN TYP. BENI • 201 r, FOOL 41-41T 11 «COL FENCE 5' I-' 6' PVC FENCE (1^I00D GRAIN FINISH, COLOR TBD, PROVIDE SAMPLE FOR OI^INER APPROVAL -11-1 j, LI SUNBR..ELLA FABR:IG OR EQUAL ROOF GASA,NA II 1' I' K F. 1 1 1 / PLANS !REFER TO POOL ENC�INEER'5 PLANS :FOR HGLIFT EGRESS HANDRAIL - LOCATIONS I 11.- ff 11 II 7F 40' 2S1 ! T OUTDOOR GRILL SS" COUNTER: HEIGHT 10 1 1 • i. 1t1 10' L. �. 20' 22 -3" 1 I 1 F • 4 1 11' -1" COLUMN TYR. SEATING AREA 26' JZL .. .. 5II' �J,FFTPOOL GATE; G1 •..... COVERED CABANA 2 05.0 .� • c7 201 PI r 05.0 151 . PP ROOT OVERHANG + 1 1�_ .� 1 FOOL LIGHT' (TYF OF O) 11 JETS (TOTAL — OF 6;) L 5 FOOL FENCE 1_- 1 1 1 iI - 11 1 1 II - 1 T- I I =-±- -� ,==:=._ ., . 12' • R10' • ■ ■NE ■■ ■NEN ■■■ME■■■ ■■■ERNE■ ■■NNE■ • 25' 12' 111 rjr 16 -5" 10' 11 1 • 135- 5'- REFER TO SHEET HOS.00 - FOR CONTINUATION 8 PUTT I NCB GREEN (SYNTHETIC TURF ON CRUSHED GONG.) (I osor SG .FT) 14' 2' -T" 9' -2" 9' -2" 40' 1' 1 1' I ITI L 11 TRU =CLOSE SELF CLOSING 7' -5" 38' -9" 5' COLUMN 32 I_� !�11II [7.1 !I 111 ]a .1 II 4 11 ' 1 1 1 1 I f I I J North 0' 5r ,I 0' 20' SCALE: 'I " =1 0' if Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 8.27.2012 9.27.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL POOL FENCE STUDY COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander GrandeVille at Town Center Winter Springs, Florida UR YARD CFLOO1 PROJECT NUMBER S H E E T H E E T N U M B E R .. 1 CO 0 1 0 LCD • - . . 1 FOND ENGAGES/ DEG1‹, 4' DECORAT1VE RAID WATERFALL` FEATURE }`' I BENCH SEAT fr /8AG1� FIFE FIT' Y^1/SCREEN • • R5' • ' • 1 • ": 1 ..I I —; 71. COVERED CABANA _EN,r -. ,ate, —� _. IOOLUMN TYF. ID- - -4 FOOL r .- POO1- FENCE 5' 40' 25' OUTDOOR GRILL 5&" COUNTER HEIGHT L� 101 20' 3' - • SEATING, AREA 261 R5' -COLUMN T. 1 •_I 1 1 I FOOL GATE E1 . 1 COVERED 11_[111 C AE3ANA - ROOF VERHANG - — . T LLL • 1 _ • I � -�_; I1 1 :REFER TO POOL ENGINEER'S FLANS _ - FOR HOLIFT ff EGRESS HANDRAIL LLOOATIONS _ I _.J _ L - REFER TO SHEET FOR CONTINUATION. H02.00 10' 1 J 20' ■ FOOL r .- POO1- FENCE 5' 40' 25' OUTDOOR GRILL 5&" COUNTER HEIGHT L� 101 20' 3' - • SEATING, AREA 261 R5' -COLUMN T. 1 •_I 1 1 I FOOL GATE E1 . 1 COVERED 11_[111 C AE3ANA - ROOF VERHANG - — . T LLL • 1 _ • I � -�_; I1 1 :REFER TO POOL ENGINEER'S FLANS _ - FOR HOLIFT ff EGRESS HANDRAIL LLOOATIONS _ I _.J _ L 10' 1 J ..i_a - - -1 JETS (TOTAL ®F E7) 1 5' FOOL FENCE i i I L_ 20' 1' • IT i 12' • !k' R10' it 101 12' 5' 14 2' -7" 40' • RUTTING GREEN (SYNTHETIC, TURF ON ORUSHED OONO.) (load 50.FT) 12" INLET, GRATE COLOR TED BY OWNER, PROVIDE SAMPLE TRU =CLOSE SELF CLOSING FOOL GATES 24" SLeGRADE CURB VER MUD SET ON TOF • L -1 12 "X12" ro "XIG " FIELD TRAVERT I NE OR FAVERS,TBLD BY OYNNER • 5t --_ -- --_ -- --= J- -- - - #. T 32' 16' 1 r „III I .I 0 \� I PAVER GURE3 -JI r —I 1 -11 1 1 111-1 7 L I� .iu 1 I -1 7 1 L r ti 1 L -JJ North 066) 0' 5' 10' 20' SCALE: 1 ” =1 0' Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407,834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 03.15.2012 8.27.2012 9.27.2012 12.19.2012 02.04.13 CONCEPT PLAN SUBMITTAL POOL FENCE STUDY COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander s°. Q' LA C000546 • GrandeVille at Town Center Winter Springs, Florida UR YARD ARDL CFLOO1 PROJECT NUMBER S H E E T E T N U M B E R 0 If 1 Im71- ,_••==- . • AO•EMT PAVING CONCRETE PAVERS 1111I•1111 r 1 1 1 1 1 1 1 1 I 1 1 1i 1 • k 5 !� •5 V 12' cD ■ k • it r -' ' y- 1 1 LCD 1 AREA 'C' •' -10" AREA 'B' AREA 'D' North 0, 5' 10, 20' V `tttt� SCALE: 1 " =1 O' Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 03.15.2012 8.27.2012 9.27.2012 12.19.2012 02.04.13 CONCEPT PLAN SUBMITTAL POOL FENCE STUDY COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander GrandeVille at Town Center Winter Springs, Florida DD YARD ARDD:DAP CFLQ01 PROJECT NUMBER S H E E T 04100 N U M B E R Q3 0 co 0 C.) 1 0 e e f "i PLANTER GRADE DOWN 3" FROM TOP OF PAVER 2' -2' PAVER MUD 5ET PAVER 6" DEEP CONCRETE FINES (COMPACTED TO cis %) 2 #5 BAR GONTINOUS 611X2411 PLANTER CURB WITH PAVER w w 1/2" = 1' -0" TYPICAL CONCRETE PAVING. TYPICAL 4" TOOLED RADIUS EDGE. TOOLED CONTROL JOINT TYPICAL 4" TOOLED RADIUS EDGE. TYPICAL CONCRETE PAVING. 3214 -01 DEPTH OF CUT TO BE Y4 -n-FE /DEPTH OF SLAB PLUS Y4 MAKE ALL SAW CUTS WITI -41N 12 14R. OF CONCRETE POUR. SAWCUT CONTROL JOINT —1' 11• CAULKED CONSTRUCTION JOINT CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. Y2" DIA. X 24" SMOOTH STEEL DOWEL WITH SLEEVE AT ONE END, 48" O.G. MAX., TWO MINIMUM PER JOINT. CONCRETE CURB, WALL, ETC. CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. DOWELED CONSTRUCTION JOINT CAULKED JOINT, SEE DETAIL ENLARGEMENT DETAIL. TYPICAL CONCRETE PAVING. CONCRETE PAVING AT VERTICLE PLANE MASTIC SEALANT, PER SPECIFICATIONS, COLOR TO MATCH ADJACENT PAVING_ LUIDT- TO DEPT- RATIO OF MASTIC TO BE PER �MMANUPAUCT RER'S F I FEr -11_9 TO1KU ) RADIUS EDGE. TYPICAL CONCRETE PAVING. FOAM BACKER ROD. PREMOLDED EXPANSION JOINT FILLER PER SPECIFICATIONS. ENLARGED TYPICAL CAULKED JOINT CONCRETE PAVING JOINT DETAILS 1 1/2" = I' -0" PA -07 MORTAR 5ET 1" SAND LAYER 4" DEEP LAYER CONCRETE FINES COMPACTED 015% MIMIMMINA 4 "x8" HOLLAND STONE PAVER CURB DETAIL CONCRETE SUBOURB/ RESTRAINT EDGE 1/2" = 1' -0" 4" CONCRETE FINES, COMPACTED TO 015% PAVERS 10" GMU BLOCK 10" 2" // GRADE I� ye- GAP 5T000O /PAI NTED TO MATCH BUILDING PAVERS ALTERNATE: GLAD WALL WITH STONE VENEER OR USE PAVER WALLS (TREMRON) 1=0R 1=1RE PIT SCREEN ENCLOSURE GAP JLIII 2' -0" SEAT FIRE PIT SEAT WALL AALL 11 STONE SURROUND _I1 _ 11 -I I _11 _11 II i 1 1- 11- 1- I- 1- I- _l -�I II 11 -11 II II I. I 111III!I 11IIIIII 1111- I I 1" = 1' -O" MUD -5ET PAVER PAVER EDGE DETAIL 8• 1-#5 BAR GONTI NUOUS 015% COMPACTED SUBGRADE 1" = 1' -0" PA -13 5D -53 3 11 fJ± iii iii iii iii iii ii —I I 11. I1 —1�1— EIRE FIT STAINLE55 STEEL HAMMOCK CONNECTION HARDWARE PAINTED 6X6 P.T PINE POST. COLOR SELECTED BY OWNER 'OLY OLA' SUPRE @ L5 AREAS 31 -6-II Irf1:'I1*1I . -11 ^II. 11 =11 =1i ,1F- -II n =�1 11 =1 =11,:11 CRUSHED SHELL OR =i1=11=1= _ ;u: DECOMPOSED GRANITE I I =1l: -11-11- I4- 11 --11 3' 1 COMPACTED GRAVEL HAMMOCK POST 0 5" DEEP 1=ILTER 1=ABRIC 18" DIA. X 36" DEEP GONG. FOOTING #5 BAR EACH WAY 12" LONG 1/2" = 1' -0" PE -03 ±- .IItHt– GRAE II Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 8.27.2012 9.20.2012 9.27.2012 _ 12.1%._2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD�UPDATES COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Verlartder 0000546 GrandeVille at Town Center Winter Springs, Florida C URTYAR: AR :S :APE CFLOO1 0\_,�00 P R D J E C T N U M B E R S H E E T N U M B E R giFtr;11 i +A -i #1 I I gto E I Li n I „A* c",) .0 0)) At SO a �; (P / 0 e\-43 d4Cuo 0:5 401 `n 4 env Z — REFER TO SHEETS G02.001G03.00 FOR COURTYARD GRADING DETAIL 4 tl ? [1 ■I UMMINI. MI. edi d r i� 1.21 11 1111 �r 11i 'l . ' U' i 'i lM1M1fI1 I� �. =� =I■ M =MEM1 it .T 2.5 ��� I .11. li794 1 X * , DORAN TM DRI t Rev Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica ' TiM=MilOriKparion ,e1i4 11 VL, 4 IN o vgart ttla 10:1101' n i DATE 1 03.15.20112 10.17.2012 12.19.2012 02.04.13 ISSUE IT AL COURTYARD UPDATES P 2:4 NZI ADD RIPSFSCOMENTS GrandeYlle et Town Center Winter Springs, Florida OVERALL COURTYARD GRADING : CFLOO1 PROJECT NUMBER X0100 S H E E T N U N B E R `C) • 12" INLETS 48.0a. 7833 • '12" INLET 48 v • *48.33 12" INLET 48.2 8.33 • Pj E 50.0 EAN OUT NV 45.5 1 }J 4/ 48.7 / / 1 �jll -1 II II LL _Ii J �I 12" INLET 48.2 1-7P. 48.3 12" INLET 48.15 a 1 L; . =1_ VIII • 48 +'vv 11 Ali . 11 r lj - II • .48.33 48.5 • 10" INV 45.75 48.5 12" INLET 48.2 WI 6 24" INLET 48.0 INV. 44.5 10' 12" INLET 48.45 ..a I-1 48.5 / f • s ti L 48.33 4 • _1 11= "lT�l I a • i i• • E • 1• • 1 • INV 44.8E 1 II GON1\tEGT TO STORM - 4 12" INLET 48.2 2 " -5" CHANNEL DRAIN (48.67) / 4'11 r ‘1O • 1 • • G" INLET 48.7 48.55 4,11Z.5 48.9 • 12" INLET ♦48.5 6 REMOVABLE OVERFLOW/ DRAIN (2 ") r • h 1' 12" INLET 48.5 0 4 8 • I 4833, • 483 12" INLET 48.0 11 48.1 12" INLET 48.5 48.5 48.15 mil 1y 48.6 J1°- ll 12" INLET 11 48.0 2"-5" GHAN . DRAIN 48. 48.6 UJL 48.01 48_'S 48.5 46 ET 485 .48.1 48.4 48.e LET 48.5 4 485 48.6 • • 48.8 48.1 _H 48.5 4833 4 �I 12" INLET 48.0 NV. 47.5 • • • • • • • • .11011121' INLET •48.4 • • • • LET • REFER -0 SHEE 005.00 FOR 00NTIN. ATION • 11_1, ` 6" • 4 48.4 1 48.33 11� 1 1 4833 1 1 LEGEND ('r - - I I- 1 1 11� 48.33' 1:-. _jM, O -r • SEWER GRADE PVC. PIPE (SIZED AS INDICATED) YARD INLET - NOS 12" ATRIUM INLET W/12" SAND OF STONE ON GEOTEXTILE AROUND EACH INLET, INLET COVER TO BE BLACK DECK INLET - NOS 12" Vi/FLAT GRATE, COLOR TO BE COORD. WITH OWNER, (SHOWER INLET IS ci "SQUARE) (ADA COMPLIANT) CHANNEL DRAIN - NDS MINI CHANNEL DRAIN (3 "), INSTALL IN CONCRETE, COORD. GRATE COLOR W/ OWNER L 1` 1 North 0' 5' 10' 20' SCALE: 1 ' ' = 1 - Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 1 03.15.2012 9.27.2012 10.17.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES COURTYARD UPDATES RESPONSE TO CITY COMMENTS ADD INLET Paul L. Veriander S H E E T 0000546 GrandeVille at Town Center Winter Springs, Florida RTYRRD .7iRRDINj CFLOO1 PROJECT NUMBER ,i0P100 N U M B E R cri LCD • • 8 -33 48.33' x 12" INLET 45.00- _.-. • • • 48.5 " INLET 48.T REFER TO SHEET 002.00 FOR G0NTINUAT10N 48.5 48.2 '2-- I7 , • 12" INLET •48.3 48.8 +� < -tip + 1 / 1211 INLET 1 8.6 48.5 2" WL 50. REMQ\/ABLE -` OVERFLO■/ DRAIN (2 ") x48-5 UJL 48.01 1 1 r\ 1 12" INLET xr 40.5 48.& +48.e +4 1 • 48.3 lu INLET 48.0 0 45.75 48.83 +> • 2 " -S" f,,1-! A.1.!, • =11 DRAIN 4067 v 1 1 1 1 1/ 48.5 4s I 1 1 12" INLET 485 48.e 10" _.___ 12" INLET 48.© 0 S .48.7 48- 48.5 8.8 1 �s 48.33 '414 %\r • 1Siti 12" INLET 48.0 LQ INV. 47.5 • • • • 2" • Nfr • • • • / LUL 48 -0 4 REMOVABLE \OVERFLOW/ L7RA N (2") 4825 4833 12' LET 48.2 ` • 12" INLET \48 -4 • • • 6 • • \` .48 -4 • • • • ♦` i GLEAN OUT NV 46.0 12" INLET 48.0 INV. 47.E 4S. 1 1 1 12" INLET 48.2 �]O 1 1 1 1 1 1 1 �12" INLET ]O 4S.2 • • / 48.25 .42.0 1 + 4 48.4 4 ... 48.33 483 YI Ill �I 1 1 P. 1 L� Li; 1 1 1• !•1 1 1 1! '7 f 48.3 12" INLET 1- i1 i 48.0 11 L s 1 LEGEND O . I I 1 r 1 1 r SEWER GRADE PVC PIPE (SIZED AS INDICATED) YARD INLET - NDS 12" ATRIUM INLET W/12" BAND OF STONE ON GEOTEXTILE AROUND EACH INLET, INLET COVER TO BE BLACK DECK INLET - NDS 12" IN/FLAT GRATE, COLOR TO BE COORD. WITH OWNER, (SHOWER INLET IS ci "SQUARE) (ADA COMPLIANT) CHANNEL DRAIN - NDS MINI CHANNEL DRAIN (3 ") INSTALL 4833 IN CONCRETE, COORD. GRATE COLOR W/ OWNER / / // North 0' 5' 10' 70' III SCALE: 1 " =1 0'- // . .', 1» /\ T i 2 } Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 9.27.2012 10.17.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES COURTYARD UPDATES RESPONSE TO CITY COMMENTS ADD INLET Paul L. Veriander 0000546 GrandeVille at Town Center Winter Springs, Florida RTYRRD RRD [N ] CFLOO1 ;10300 P R D J E C T N U M B E R S H E E T N U M B E R ,/i � y 11/ co ,\ a y a $o ` o � (//})/ : Acu JM (30) I TM (7) / TRF (I 8) SP (3) VOM (56) TM (7) TRF(43) TM (1 36) VOM (42) LIM(1) SE R(62) VOM (65) TM(175) JM (8) Arr 9 TRF (7) TRF (7) kA!IL J 11� • • • • N (2)QV (26)5ER (5) PP (47)ILF (26)TRF (5)SP (1)PP .' 16' 2 : 12' 16' =MM .11,MMILIEW1111.1111Vii (2) PP 1 ZP (23)>' kb( 1);y F'(3) . -- (8) VOM (13)MU / (18)VOM 1 (1)SYM (7)MU 1 (29)VOM (I 3)1-00 -n .1 L 1 ' (7)VOM (G)TM (1 I— (7)PP G)SER` (29) MU (12)TRF (51)MU (45)MU k /A 1 (G)TM (I)SYM (6)TM )S RIVE VOM (10) (G)TM (I)SYM (20)TRF (14)JM 12' 2 16' 12' 20' 16' 12' �� � T ..: 6 / J 1 'SNP • (i 5)SER -- (I 4)5M. ! (1 5)S K' ,1 N �� � —r (24)JM LII ,, - Ilk sidle - VOM (70) TM (7) TRF (7) • SR(7) -- JM (7) , II- •1 (G) lajF (G)TM 4/11Allit& amg .01L. Aft 1 Ada 1 JM '6ER(2 1) S _O2.00/t-Q5.00 �O YAK ZETA TRF (7) ,.� // .� • . /�j Ns ZP (10) VOM(11) JM (1 3) TRF(14) / :/ VOM (92) TM ( 1 5 5)—'< LIM(2) '? SP(5) VOM (9) } - .x': JM(18) —7 SYM(I) TM (6) fe7» { y TRF(7) // O TRF (7) t3r1v1(1) /\C TM 6) /L RO (13) /\^ LIM (2) . 42"(9) - - 4TM(41)- 9) /1 CS (3) (1 ) 4 TRF (1.4) JM(1 I) „ZP (1 O) ;I: RO (9) TM (1 26 )-7 PH5(1) ZP(22) JM (6) 1VOM (22) I g , a 1 TIS 410 4 I! I cf4 14' .1r'i 1 , P 1ULCH LIM (3) _ A - J' J • FP(37) 11(OM(11 )- 71'I - -- (17)TR1 =1 I JM (36) - --1 1 � r � (31)Ji -~ (13)TRF (9)VO (23) VOM TRF (6) VOM(15) (15 SYM (G)TM (13)MU (I 6)VOM.• - ( 1 ) SYM (G)TM (1)SYMANN (G)TM + (6)TRF (2 `1 j V /OM-- ' (7) VOM (9) VOM (10)MU i 1 (1)SYM '`);a (G)TM (I)SYM (G)TM (1)SYM (6)TM ' NOTE: POINT OF GONNEGTION TO THE GITY IRRIGATION SYSTEM FOR THE 5TREETSGAFE LANDSCAPE ON THE EAST SIDE OF THE (24)VW ROAD UP TO EDGE DRIVE. NORTH OF EDGE - DRIVE THE GITY IRRIGATION SYSTEM WILL EE PROVIDED FOR 50TH SIDES OF THE • 1�OAD. 1 02)TM ,1 TR:vff'((k":3°)) (1)SYM (G)TM (1) SYM (G) TM - ER 5H 5 (G)TM 1 (7) M U (7)VOM A North 0' 15' 30' 60' Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407,834.4104 (office) Contact: Paul Verlander Civil Engineer: Parkland Engineering Group 625E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 10.17.2012 12.19.2012 02.04.13 ISSUE TITLE ONCEPT PLAN SUBMITTAL OURTYARD UPDATES PLANT UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Verlander 0000546 GrandeVille at Town Center Winter Springs, Florida CFLOO1 _100 PROJECT NUMBER SHEET NUMBER 0 4_ —' L) 0 s 7 „ HP (7) • \\ i � I gfv (24) • 111 M- / / //-.* / // (3) 5+ (7 fib) LGM f —f— I .Tk VOM(1 G) OJ (87) ROD (I 9) MU(1 2) ROD(! r) (17) ROD (5)5Y (37)0J VOM (7) (28)VOM (7)TRP (18)HP VOM (G) — 451)TRP 111 _u n .ma is =HI I — 4.. -1• (40) ROD (4) TJ ON FENCE LGM (55) :I, — (25)5P (7)5Y ROD (7) LGM (48) 1C(3)- (5) TRP (11)13P (1) PRT (7) ZP (14) HP I,1rlill- jl i 1 l -J H ZP(G) PD(1) i11:(9�G) (7) ZP ZP t1-41-) \ (3)5V (2) CO 15)5R (13)5TR (7) ZP (3) CC 0 (5G) LGM (44) LGM 1- (I I) VOISit (i VOM . 0 1: CO (2) (G) 5TR L 4 4 (8)ZP (!!)BP REFER TO SHEET LO5.00 FOR GONTINL ATION 0 PD (1) ZP(G) MU (22; SV (G) 0 (2) PD PJ (20) 5Y(G) (5)5V . (14)ZP J 11 14 .1 ' 1 1 II IJ REFER TO SHEET L04.00 FOR FLANT LIST ,OJ (i( 04) N �IJ LZP( ,) - — f CT(5) CT(5) STR(7) (27) CP (7) ZP (4) ROD North CP(70) LCD f 7 J CP(47) (1 5) PX (55)0J LGM (47) HP(24) PKT(3) r. SCALE: 1 " =1 O'— Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 9.27.2012 10.17.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander S H E E T 0000546 GrandeVille at Town Center Winter Springs, Florida UR YARD PR \DDDRP CFLOO1 PROJECT NUMBER OP100 N U M B E R 0 0 L) 1 CD LCD 9J (4 04) CP(70) - FJ (20) i 5Y (G) 5 ZP (14) \ •L, 5V(10) �\ /5‘q4) / )1 u Y. I I f v (I)PRT r (6)ZP (1)SY OJ (68) (7)ZP 0 REFER TO SHEET L05.00 FOR CONTINUATION 4` (11)6F (7)ZP \ (3)SV (2) CGl 15)BR (13) STR 01 (7)ZP 24' (3) CC O 0 O CO (2) PX (I 5)� (6) STR 5Y (1) Yfl 247)0J AZ ( 1 5) 11 OJ (24) (30) BR (269)0J (5) CT OJ (15) L 4 + 4 . + (8)ZP (11)Br (6) ROD (13) ROD (17) MU OJ (48) (2) PD ii 283)0J MU (54) i CT(4) �Mv /r 1 ,•/ (4)SV SY (7) (20) By (28)BR // JM(12) F. • i PRT(I) CO (7) m 1 - (13)ZP -,H7 n n 41 4 I '1 I _" Fli , I 14 1 c7 1 —r. r7.4 IP -1-1-1ri - . -Th..[ (88)0J 'RRT (3)_ / ?J (22) SV (6) / /% LGM (47) I-l1 (24) y s 12 ,3) JM X1.7) r: } .{ VOM/(30) ` 178)0j TU(1) PSR(I 9) ROD (10) ROD (24) FJ(16) (3) SY ROD (22) PSR(5) LGM (40) JM {2C)' (I)TC TC(I) (7G) • ZP(29) — • • 41A 4\� + FT A(324) ROD(17) i 1- • (41)ZP 'Zr (3) • . / • ... • • JM(2 j . VOR1(my) j., • // I1P (24)� PRT(1) I 7( —r r74 IRZ7R TO SHEET L0400 FOR PLANT LIST North 0' 5' 10' 20' • Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407,834.4104 (office) Contact: Paul Verlander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 10.17.2012 12.19.2012 02.04.13 ISSUE TITLE ONCEPT PLAN SUBMITTAL OURTYARD UPDATES OURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Verlander 0000546 GrandeVille at Town Center Winter Springs, Florida UR YARD LA\DS:AP CFLOO1 PROJECT NUMBER SHEET NUMBER U 0 Q 1 0 PLANT SCI-IEDULE GRANDVILLE WS TREES BNO CC Cs LI M MG PD PHS PP QV SP SY SYM TC TU SHRUBS BS CT DS GJ ILF ND PRT TJ VA ZF QTY 2 3 4 7 2 4 IG 2 4G 57 26 2 QTY 3 19 6 64 3 4 15 3 SHRUB AREAS QTY A 506 AZ BF BR CF CO DV FJ HP JM LGM LM MU OJ PEN PS PSR PX RO ROD SER STR SV TM TRF VOM ZP 15 1 GG 93 159 22 13 65 261 430 509 334 491 2, 1 56 17 19 41 30 42 242 175 62 91 895 316 1 ,045 391 GROUND COVERS BOTANICAL NAME MN Mulch . Pine Bark Nuggets BOTANICAL NAME Bismarckia nobilis Cyathea cooperi Cupressus sempervirens Lagerstroemia Laurie] 'Muskogee' Magnolia grandiflora 'Claudia Wanamaker' Phoenix dactylifera ' Medjool' Phoenix sylvestris ' Reclinata' Pinus palustris Quercus virginiana 'Cathedral' Sabal palmetto Syagrus romanzoffianum Syagrus romanzoffianum Tabebuia chrysotricha Tibouchina elegans BOTANICAL NAME Bougainvillea x 'Barbara Karst' Cordyline terminal's Dioon spinulosum Gardenia augusta Illicium floridanum Nandina domestica Phoenix roebelenii Trachelospermum jasminoides Viburnum awabuki Zamia furfuracea/martima BOTANICAL NAME Annuals spp. Alpinia zerumbet ' Variegata' Bulbine frutescens Bromelia sp. Cyrtomium falcatum Codiaeum variegatum 'Bravo' Dietes vegeta Fatsia japonica Hamelia patens Jasminum multiflorum Lantana camara 'Gold Mound' Lantana montevidensis Muhlenbergia capillaris Ophiopogon Japonicus Pentas lanceolata "Ruby Glow' Philodendron selloum Pennisetum setaceum ' Kubrum' Philodendron xanadu Rosa Radtko 'Knockout' Rosa x ' Red Drift' Serenoa repens Stromanthe sanguinea 'Tricolor' Schefflera variegata 'Trinette' Trachelospermum asiaticum Tripsacum floridana Viburnum obovatum 'Mrs. Shiners Delight' Zamia pumila COMMON NAME COMMON NAME Bismark Palm Australian Tree Fern Italian Cypress Multi -Trunk Lavender Crape Myrtle Southern Magnolia Medjool Date Palm Cluster Date Palm Longleaf Pine Cathedral Live Oak Cabbage Palm Queen Palm Queen Palm Gold Tabebuia Princess Flower COMMON NAME Barbara Karst Bougainvillea Ti Plant Cycad Gardenia Purple Anise Heavenly Bamboo Pygmy Date Palm Confederate Jasmine Mirror Leaf Viburnum Cardboard Palm COMMON NAME Annuals Variegated Shell Ginger Stalked Bulbine Bromeliad Holly Leaf Fern Bravo Croton African Iris Japanese Fatsia Fire Bush Downey Jasmine Gold Mound Lantana Purple Trailing Lantana Pink Muhly Mondo Grass Egyptian Starflower Self Heading Philodendron Purple Leaved Fountain Grass Philodendron Double Knockout Rose Red Drift Knockout Rose Saw Palmetto Tricolor Stromanthe Variegated Umbrella Plant Dwarf Asiatic Jasmine Dwarf Fakahatchee Mrs. Shiners Delight Viburnum Coontie REMARKS I" DIA. * DOWN, 3" DEEP LAYER, I " ON TREES CONT 13 *13 25 gal 30 gal 30 gal RPG B *B B *B 200 GAL. OR RPG/B *B 5 "Cal 16'x8' 13 *13 CAL SIZE REMARKS 18' OVERALL HEIGHT, 'SILVER' VAR. 7' 8' 10'x6' 8" 20' -22' 3" STAKED 3 -5 MAiN TRUNKS, LAVENDAR WELL DEVELOPED PYRAMIDAL FORM, SPEC QUALITY 16' C.T. Matched Specimens, Alt. Selection: Phoenix Sylvester 5 MAIN TRUNKS, 26' -30' O.A., 3 TRUNKS @ 1 8' -22' C.T., 2 TRUNKS @ 1 2'- 1 4' C.T., 8 " -10" TRUNK DIA. 1 4' Single Leader Tree 25 gal CONT 7 gal 7 gal 15 gal 1 5 gal 7 gal 7 gal 25 gal 7 gal 1 5 gal 15 gal CONT 6" pot@ 9" oc 7 gal @ 36" oc I gal@ 18" oc I gal@ 1 2" oc I gal@ 18" oc 3 gal@ 36" oc I gal@ 18" oc 3 gal@ 36" QC 3 gal@ 30" oc 3 gal@ 36" oc Igal @18 "oc I gal@ 1 2" oc I gal@ 24" oc I gal@ 1 2" oc G" pot@ 18" oc 7 gal@ 48" oc 3 gal@ 30" oc 3 gal@ 30" oc 3 gal@ 36" oc 3 gal@ 24" oc 3 gal@ 36" oc 3 gal@ 30" oc 3 gal@ 36" oc I gal@ 18" oc 3 gal@ 36" oc 3 gal@ 30" oc 3 gal@ 30" oc 3" SINGLE STRAIGHT TKUNK, WELL DEVELOPED CANOPY STRAIGHT TRUNK, HURRICANE CUTS PERMITTED, C.T MEASURED TO BASE OF CENTER FROND OVERALL HEIGHTS SHOWN ON PLAN 24' O.A. HEAVY MATCHED, GREY WOOD AND TRUNK DIAMETER (14 " -16 ") 12' 3' SINGLE STRAIGHT TRUNK BEFORE BREAK FOR CROWN LARGE LEAF/ TREE FORM REMARKS TRELLISED Red Sister Variety MIAMI SUPREME 36" x 24" HT. 36 "x30" HT., 5 CANES MIN. 3' -4' HT.,TRIPLE TKUNK; FULL CROWN ATTACHED TO STRUCTURE W/ STAINLESS EYE SCREWS AND BLACK COATED WIRE 4' x 3' 3' -4' HT. REMARKS Assorted Varieties 24" x 30" HT. Assorted Colors 24" OA. DOUBLE RED 1 2" - 1 5" HT/SPR Native: Y/N N o No No No Yes o No yes yes yes No No No TREES aN0 cc CS UM MG PD PHS PP QV SP SY S(!vi TC TU NATIVE Quantity Botanical 2 Bismarckia nobifts 3 Cyathea cooperi 4 Cupressus sempervirens 7 L agerstroemia fauriel'Muskoge 2 Magnolia grandiflora 'Claudia 4 Phoenix reciinata 'Sylvester' 1 Phoenix sylvestris 'Reclinata' 16 Pinus paFustris 2 Quercus virginiana 46 Sabal palmetto 57 Syagrus romanzo fianum 26 Svagrus romanrof ianum 2 Tabebuia chrisotricha PLANT CALCULATIONS Common Bismark Palm Australian Tree Fern Italian Cypress e' :Multi -Trunk Lavender Crape r�ryrtre �+tr`anarlial•Southern Magnolia Cluster Date Palm Cluster Date Palm iongteaf Pine Southern Live Oak Cabbage Palm Queen aim Queen Palm Gold Tabebuia 1 Tibouchina eiegans Total Nati ve Total Non Native 66 381 107 62% Native: Y/N No No No No Yes No No No No No No No No No No No No No Yes No No No Yes No No No No No No No Yes No No No Yes Yes Yes SHRUBS BS OS CT ILF ND PRT TF VA A Az $:R CF co DV Fi rP JM LGF,:t MU OJ PEN PS PSR PX RO ROD SER ST R SV TM TRF VOM ZF Quantity 3 19 6 1 64 3 8 4 1R 506 15 166 93 159 22 13 65 261 430 509 334 491 2,156 17 19 41 30 42 242 175 62 +1 895 316 L045 391 Total Native: Tatar N o n Native: 17,565.25 53% 15,780.50 47% Botanical Bougainvillea x'Barbara Karst' Co rdvli ne terminal is Dioon spinulosurn Gardenia augusta I €l€ciun7 f€orida nuns Nandina domestica Phoenix roebeleniF Trachelospermum jasminoides Viburnum awabuki Zamh furfuracea martirr.a Annuals spp. Alpinia ze rum bet 'Variegata' aulbine frutescens BroTn�Ira sp. Cyrtomium Co di aeum variegatkim 'Bravo' Dletes vegeta Fatsia, japonica +lamella patens J„srninurii multiflorum Lantana camara 'Gold Mound' Lantana montevIdensis Muhlenhergla ca pi/la ris Ophio pogo njaponicus Pen #as Ianceo!ata 'Ruby Glow' Philodendron selloum Pennisetum 5etaceurn ' Rubrurn. Philodendron xanadu Rosa Radtko 'Knockout' Rosa x 'Red Drift' Sereno a trFpens Stromanttict sanguinea 'rric:olor' ScheifIera variegata T rinette' Trachelospermum asiali cum T ripsa cum flo r ida na Viburnum otiovaturn Mrs SIalliers Zarnia pumlla Princess lower Comm on Eta rba ra Ka rst Bougainvill ea Ti Plant Cycad Ga r denla Purple Anise Heavenly Bamboo Pygmy Date Palm Confederate Jasmine Mirror Leaf Viburnum Cardboard i'al m Annuals Variegnted.Shell Ginger Stalked 8ulbine Bromeliad Holly Leal Fern Brava Croton African irk Japanese Fatsia Fire Bush Downey iasmine Gold Mound Lantana Purple Trailing Lantana Pink Muhly Mouno Grass Egypti,ar, Staritower Self Heading Philocdendron Purple Leaved Fountain Grass Philodendron Do LibIE' Knockout Rose Red Drift Kno r kraut Rose Saw Palmetto Fricutor Stromanthe Variegated Umbrella Plant Dwarf Asiatic Jasmine Dwarf fakahatchee Deligl Mrs, Shiners Delight Viburnum Co ontie SgFt /Plant Total SqFt 7 gal 9 27.00 3 gal 4 76.00 15, g it 25 150,00 15 gal 25 25.00 7 gal 9 576.00 7 gal 9 27.00 25 gal 25 200.00 7 gal 4 16.00 15, gal 25 375.00 15 g;71 25 75.00 6" pot@ 9" oc 1 506.00 7 Ali .f.J 36" or.. 9 135. p0 1 gal@ 18" oc 2.25 373.50 1giI @12 "nc 1 93.00 1 gal@ 18" oc 2.25 357.75 3 ga!@ 36" oc 9 198.00 1 gal@ 18" oc 2.25 29.25 3 gale 36 "oc 9 58500 3 gar;± 30" oc 6.25 1,631.25 3 ga!@ 36" oc 9 3,870 00 1 gal@ 18" oc 2.25 1,145.25 1 gale: 12" oc 1 334, Go 1 gar +Jil24 "oc 4 1,964.00 1 gale 12" oc 1 2,156.00 6" pot@ 1:8" oc 2.25 3825 3 gale 48" oc 16 301. 00 3gal @ AO" oc 6.25 256.25 3 ga!@ 30" oc 6.25 18730 3gal @36 "oc 9 37800 3 gal@ 24" oc 4 968.00 3 gal@ 36" oc 9 1,575.00 1gal @12 "oc 1 62.00 3gal@36•oc 9 81'3.00 1 gall@ 18" oc 2.25 2,013.75 3 gala 36" oc 9 2,844.00 3 gal{c"i7 30" oc 6.25 6531 25 3 gale' 30" oc 6.25 2A43 75 Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 1 03.15.2012 9.27.2012 10.17.2012 12.18.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES COURTYARD UPDATES COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander S H E E T 0000546 GrandeVille at Town Center Winter Springs, Florida P CFLOO1 PROJECT NUMBER KNIT IST 0 4 10 0 N U M B E R PLANT NOTES 1. The landscape contractor shall be responsible for all materials and all work as called for on the landscape plans and in the landscape specifications. The list of plant quanties accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant materials shall be graded Florida No. 1 or better as outlined by Grades and Standards for Nursery Plants, parts I @II, Florida Department of Agriculture and Consumer Services, Division of Plant Industry, 2nd edition, February 1998 3. All plant beds shall be top dressed with 3" deep layer of 1" diameter pine bark nuggets. Top of rootballs for trees are to receive light dusting of mulch (1 "). Mulch ring around trees in lawn areas is to be 3' -4' diameter. Tree saucers are to be removed after plan /tree establishment, excess soil is not to be pushed on rootball. 4. Staking of trees or shrubs is required. The landscape contractor is required to maintain all plant material in an upright and stable position. Staking methods, if different from the details, must be approved by the landscape architect. 5. All specimen plant materials shall be approved by the landscape architect prior to movement to the job site. Photographs of specimens with scale representation will be required. 6. It shall be the responsibility of the landscape contractor to remove all existing plants and vegetation in areas of new planting, unless existing materials have been indicated to remain or to be relocated. Finish grade before planting shall be 3" below finish surface of adjacent paving or top of adjacent curb. 7. Landscape contractor shall review architecutral /engineering plans to be come throughly familiar with surface and sub surface utilities. 8. landscape contractor shall coordinate with the lighting and irrigation contractors regarding timing of the installation of plant materials. 9. Every possible safeguard shall be taken to protect building surfaces, paved surfaces, equipment and and fumishings. landscape contractor shall be responsible for any tamage or injury to person or property which may occur as a result of their negligence in the prosecution of the work. 10. If provided, landscape contractor shall provide fill for the decorative pots and coordinate irrigation and drainage for each of the pots 11. The landscape contractor shall assure that their work does not interrupt established or projected drainage patterns. 12. The landscape contractor shall assure adequate vertical drainage in all plant beds and planters. Vertical drilling through any compacted fill to native soil shall be accomplished to assure drainage. Do no install plantings if drainage is not suitable for optimum growth. 13. Peg sod on slopes, as required to prevent slippage, method to be approved by the landscape architect. 14. Areas to be sodded are indicated on the planting plan. The landscape contractor is additionally responsible for the repair of grade and re- establishment of lawn in areas disturbed by construction or staging activities outside of indicated sod limits. Grading and lawn re- establishment shall be to the satisfaction of the landscape architect. 15. All site landscape area soilds shall be tested for planting suitability (pH, fertility, percolation, toxicity, etc.). If certain soilds (areas) are found to be unsuitable, contractor shall provided a program of corrective actions. If these soils are found to be generally suitable, the contractor shall proceed with normal soil amendments and planting procedures to assure the vigorous growth of the specified landscape materials. 16. All plant material to be guaranteed for a period of one year from the date of final acceptance. IRRIGATION NOTES 1. All landscape areas will be watered by and automatic irrigation system. Coverage for irrigation system will be 100%, head to head. System to be designed to provided full site coverage within water restriction time frames. Water supply to be deep well @ SW comer of site. 2. Provided rain sensor device as required by local and state codes. 3. Provided necessary double check valve /backflow device at the point of connection to the domestic water system. (If potable water is to be used in courtyard) 4. Spray heads in groundcover to be 12" pop -up sprays. (Hunter MP Rotator series) 5. Control system to be in locking, wall mounted control box. 6. Irrigation system design to comply with the following: 6.a. Florida Building Code, Appendix 'F', Landscape Irrigation Systems (Current Version) 6.b. Florida Statutes 2009 (Title XXVIII, Chapter 373, 373.62 - Water Conservation; automatic sprinkler systems) 6.c. City of Winter Springs Ordinance 2010 -2011 STRAIGHT TRUNK REQUIRED (GLEAN TRUNKS OF ALL BOOTS) }HIRES WOOD CLEATS 2 X4 X 6" TO TRUNK AS SUPPORT FOR BRACERS WOOD BRACERS TO BE NAILED INTO FOOT PAD 2 X 4X 24" oger s 5'1 MULCH 111 =� -111— ID T� =2=1[1=1= — III =Em= =111=111 IT 11ITf —III111=111=111=111= L 111= III= II1 =III �I III III =TI =III_ III= III = 1I=1I1 II 111111111 1111T II W191 FULL FOLIAGE HEAD (NO HURRICANE GUTS) ALL PALMS OVER 12' CLEAR TRUNK SHALL DE BRACED WRAP 5 LAYERS OF BURLAP TO TRUNK AT POINT OF SUPPORT (5) 2x4 WOOD BRACERS 1201 -6 APART (LENGTH CORRESPONDS TO HEIGHT) (NAIL SRAGERS TO CLEATS) EXCAVATE 2x ROOTBALL DIAMETER FINISH GRADE '111 III III- III- TYP. PALM BRACING DETAIL NATIVE SOIL (OR GLEAN COARSE SAND) EXISTING SUBSOIL NTS DUGKDILL GUYING (68 DDI FOR 5" GAL. TREES, AND 88 DBI FOR 6" GAL. TREES) 3 PER TREE TREE PIT ROOTBALL P1-05 5/4" BLACK RUBBER HOSE. LOOP SHALL BE NO LESS THAN TINGE THE SIZE OF TREE 0 PT. OF ATTACHMENT NYLON OR COTTON STRAPPING (BLACK OR DARK GREEN) FLUORESCENT FLAG, FASTENED SECURELY EXPOSE ROOT FLARE FINISH GRADE POINT OF ATTACHMENT 605E OF OVERALL HT OF TREE INSIDE EDGE OFTEMPORARY SAUGER TO DE AT OUTSIDE EDGE OF ROOTDALL. DO NOT FILL ON TOP OF ROOTDALL. NATIVE SOIL DAGKFILL WITH GRANULAR FERTILIZER INCORPORATED AS RECOMMENDED BY SOIL TEST. SLOPE BOTTOM OF EXCAVATION AWAY FROM EDGE OF ROOTDALL H GROWBAG TREE, REMOVE ENTIRE GROW BAG (PLASTIC BOTTOM 4 SYNTHETIC FABRIC SIDES.) III III III II I =1 H III III III =111 III -111 -1 EXCAVATION FOR TREE TO DE 2x WIDTH OF ROOTDALL IF D4D TREE, REMOVE ALL NYLON OR SYNTHETIC, ROPES FROM TOP OF ROOTDALL, NO SYNTHETIC DURLAP ALLOWED, ONLY TREATED OR NATURAL BURLAP. DEPTH OF EXCAVATION TO BE 21'-51 SWALLOWER THAN ROOTDALL DUCKBILL GUYING (68 DDI FOR S" GAL. TREES, AND 88 DBI FOR 6" GAL. TREES) 5 PER TREE OR AS RECOMMENDED BY MANUFACTURER TYP. TREE PLANTING & STAKING DETAIL NTS P1-04 REINFORCED BLACK 1/2" GARDEN HOSE NYLON/GOTTON STRAPPING (BLACK OR DARK GREEN) INSIDE EDGE OF TEMPORARY SAUCER TO BE AT OUTSIDE EDGE OF ROOTBALL, DO NOT FILL ON TOP OF ROOTBALL NATIVE SOIL OR DAGKFILL GRANULAR FERTILIZER INCORPORATED AS RECOMMENDED SY SOIL TESTS REMOVE DURLAP FROM UPPER 1/3 OF ROOT BALL (SLIDE REMAINDER OF BURLAP FOR ROOT PENETRATION) OVERALL ( III- 11'. I I II — �ITII_ 2x2 STAKES EXCAVATION FOR TREE TO BE 2x WIDTH OF ROOTDALL EXPOSE ROOT FLARE FINISH GRADE DEPTH OF EXCAVATION TO SE 21'-51 SHALLOWER THAN ROOTBALL EXISTING SUBSOIL * *IF BffB TREE, REMOVE ALL NYLON OR SYNTHETIC ROPES FROM TOP OF ROOTDALL NO SYNTHETIC. BURLAP ALLOWED, —ONLY TREATED OR NATURAL BURLAP. TYP. DOUBLE STAKING DETAIL NTS SPREAD C� 04 r 0 N\I\I S EXPOSE ROOT V 4— W FLARE V S 4 LI J 14,61ik.111li6111,6L4 .■ .0 0 aa$,11t 1j140,./.1.d9,11 IIII ®II !!!iii 1'mi IIIII IIII ®IIIIII ,I— IIIII i- - IIIIII mm = GOO =mn I I 11111 IIII RI II 11111 11111 MULTI -TRUNK PLANTING DETAIL P103 BASE OF TREE SHALL DE PLANTED 2" -5" ABOVE ADJACENT FINISH GRADE REMOVE ALL TWINE ff STRAPS GUT BURLAP FROM TOP ONE —THIRD OF ROOTDALL. NO SYNTHETIC BURLAP WILL DE ACCEPTED 2" MULCH COVER 3" SOIL SAUGER DIAMETER OF TREE PIT TO DE TWIGE THE DIAMETER OF ROOTDALL — ROUGHEN SIDES OF TREE PIT SOD PULVERIZED SOIL DAGKFILL UNDISTURBED SUBGRADE NTS P1 -02 Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Verlander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE 03.15.2012 9.27.2012 12.19.2012 02.04.13 ISSUE TITLE CONCEPT PLAN SUBMITTAL COURTYARD UPDATES RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Verlander 0000546 GrandeVille at Town Center Winter Springs, Florida LANDSIO- f. T_ CFLOO1 P R D J E C T N U M B E R S H E E T N U M B E R 0100 4'' 2'' SLEEV 2” 5L ,` E• 2" 5LEEV 3 COORDINATE FINAL WELL LOCATION WITH MAINTENANCE AND ACCESS REQUIREMENTS TO UTILITY COMPOUND 3 3/4 A 4"42' 5L_ EVES 3 4 3/ M • M M M M M 1 7'14 l M M M M M M M M, „ 7-1 I� 1-! 1 _ Q -I It ill I -I I F. .. -In i 31 ,1 _III 51�� � 1= 21111 11--41 5L EYE 116 WI= MI MI 1 1 .40(p. 4 t1•11'l :it1 -I- I = -I 1 I 1 4 2' BI EE atk .L REFER TO SHEET L07.00/L08.00 FOR COURTYARD IRRIGATION 2. &EEC IS • 14 1"--'1 PI 11 11 I• Y' °3.•Ilr 1 • f"1 211 SiEv 2' SLEEVE '1 lip- 3/ 1 I I I I I I I � I I 1`1 11 SLEEVE 2" SLEEVE N 1 I / -" SLEEVE DO R » SLDR M M ' rim - - - >� -. .15'1 '. 0 1 114” SLEEVE T • 1 114 SLEEVE 3/411 MI 00 (-Y4/ T T T g • t . • 1 114" SLEEVE 2" SLEEVE r I M1 /1 11411 SLEE /E JL SL - -vE 3/41 1 Cz • 11111111 REFER TO SHEET L09.00 FOR IRRIGATION DETAILS AND NOTES North a' 15' 30' 60 SCALE: 1 "=.30'— 0" Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 02.04.13 _ RRICATION PLAN Paul L. Veriander 0000546 GrandeVille at Town Center Winter Springs, Florida T IRR:IIRTIIN PLR CFLOO1 PROJECT NUMBER 0 r 0 II S H E E T N U M B E R C 7 11V /4 16' 3 /4 4 M R 16' �I M 3/4n • i 1 F 11 LiULLLL W 11 H 1- 2 S 4 L T 3/. 24' 3" 5LEE 1 1 1 1 3,4 II T 16' 3/4 24' 11 3,4 11 1 SLEEVE 16' 16' 3/4 11 2 ti- 20' 2" SI EVE O 3/4' 24' T� 20' 20' 20' 20' 16' 2' SLEEVE 20' 24' 16' • T 3/ 3/4 3,4 T 20' 3/4" 1 1 1 1 1 1 1 1 1 1 I I M T ■1 3" SLEE- -12 II 5LEE 1 1 3/4 13,4 461 16' 3/4 3� 24' 16' 3/4 3/4 _ • 116'l 24' 20' 20' 3,4 11 24' K 20' 3/4 2 SLEE / K 3/4 .. T 3/4 1 3/4 16' 3/4 11 3j4 " • M1 20' 3,411 16' ' 14' 16' 3/4 " 3/41 1 16' 3,4 " 20' 24' I I 11, 11 11 11 1 1 L 1 '141111 — 11.71 1-7 r 7 6 F,. i 11:41! 1' -j 1 REFER TO SHEET L09.00 FOR IRRIGATION DETAILS AND NOTES North Sr/ LEy • " =1 0'— Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407,834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 02.04.13 _ RRICATION PLAN Paul L. Veriander GrandeVille at Town Center Winter Springs, Florida UR YARD TTI .ART CFLQ01 PROJECT NUMBER JAI S H E E T 0 I 1 0 0 N U M B E R 20' • i4' . 34n __ SL:: E5 24' 4' . 20° 34 I \H T 4' ul fl 74' M • T 24' 2' IR 16' — 3,4' 3/4 1 N 1 1 , 1_I.1 34 •1 • .241 24' T T /4 20 1 • 1 24' 1 T 16' 1 1 T. T 3 T' 1 r 111111111 j 1 16' 3/4u 16' i ii u : -I I • '4 11 _ I- 1*— i1 — 1.114 1 iU • 2b. 24' 1 2 3/4 , 3/4 , 1 T ' 3/4 11 3/4 3/4 1 1 1 1 1 TM Si- E=E YE5 fxr 20' • 34" T 1 511:Y: /4 3/4 s 11/2' 3/4 " 20' M 0' 3/4 20' C 3/4 II 1/4' f / 34 20' 24' - JI �— lli�l_I —ll_•I I I D ■I' _ 7 L [1 1'• IL ti I I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 11 1 I I 1 1 I I I ti 1 1 I 1 I I I I �•• REFER TO SHEET L09.00 FOR IRRIGATION DETAILS AND NOTES r 0' 1- 20' CAI,1E: 1 " =1L' -Y Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407,834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 02.04.13 _ RRICATION PLAN Paul L. Veriander GrandeVille at Town Center Winter Springs, Florida UR YARD RRI CFLOO1 PROJECT NUMBER 1N S H E E T 0 81 0 0 N U M B E R ■ CD 1 0 cti 0 0 1 0 0) LO LEGEND • • HUNTER PRO SPRAY SERIES 6' POP -UP I- IUNTER PRO SPRAY SERIES 12' POP -UP HUNTER SHRUB SPRAY ON RISER TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE CLASS 200 PVC MAINLINE -2 1/2' CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOUAJ. MINIMUM SIZE OF 3/4' (EXCEPT RISERS AND FLEX PIPE) r SCH. 40 SLEEVE (MINIMUM OF 24' DEPTH AND 2 SIZES LARGER THAN TI-E PIPE SIZE OR AS LABELED ON THE PLAN) HUNTER ICV ELECTRIC VALVE. 1 1/2' OR SIZE AS SHOWN BELOW. INSTALL VALVE IN AN II'X1l' VALVE BOX. 0 -25 GPM =1' 26 -50 GPM =1 1/2' 51 AND HIGHER GPM =2" CONTROLLER -. HUNTER I -CORE SERIES. WHERE SHOWN ON THE PLAN, INSTALL WITH A HUNTER WIRELESS MINI -CLIK RAIN SENSOR GROUND WITH A MINIMUM 8' COPPER CLAD ROD. SLEEVE TO AS REQUIRED. 4' WELL WITH A 5HP PUMP. REFER TO DETAIL AND SPECIFICATIONS ON THIS SHEET. POINT OF CONNECTION TO THE CITY IRRIGATION SYSTEM NOZZLE CHART LETTER • PRODUCT SPEC. • G.P.M. a 40PSI • RADIUS • RADIUS /ANGLE • ZONE LABELS A MP2000 1 IAA 19' FULL 360 ZONE N MBER- 7 , , AEA IV / GALLONS / PER MINUTE USE H =NIGH .7.}v ST. AUGUSTINE AND ZoYS1A soD "- M= MEDIUM '=1W,` PLANT MATERIAL h L =LOW - w BAHIA SOD NATIVE PLANTS -- .ri : =. 1r . . ORNER An CO . 105 C 19 14' CORNER D MP2000 .14 19' HALF 1O' F MP2000 •41D 19' QUARTER D STRIP 90 G 14 M- StRI 2 S' X - , RAINBIRD SO-H .3 4.5' HALF 1 =�� ME © EI1- o'er.'!_ 0 .15 Iti _ ` - A• C- FU 360 MF1000 M W�� - ti SI • S -1- .44 WiNEME STRIP SIDE STRIP - ■ INBI[D •• - e• - ssr6.,61 A QUA -T - .I5 Q •Rit 90 T MPI.000 .31 HALF DSO' IV 6..0 z!� 0 rur i z 90 En= ® MP3000 1.82 30' HALF 180 P3000 2. 3 30 THREE QTR. 210 - -- '1- '# 3.6' 'd 360 ? ,-L' 's 19' T R E QTR. 210 _ ■ THE NOZZLES LISTED SHOW TI-E TYPE OF MP ROTATOR NOZZLE THAT SHOULD BE USED. THE CONTRACTOR 51-1OULD INSTALL TINE MPI000, MP2000, MP3000 OR SPECIALTY NOZZLE IN EACH HEAD AS SHOWN BY TI-E LETTER BESIDE THE HEAD ON THE PLAN. THE GPM, DISTANCE AND ANGLE ON THE NOZZLE CHART ARE APPROXIMATE. TI-4E CONTRACTOR SHALL ADJUST ALL NOZZLES TO PROVIDE THE I00% COVERAGE, BUT LIMIT OVERTHROW ON TO BUILDINGS, WALLS, PAVEMENT, ETC. TI-E HEADS SHALL BE SPACED AS PER THE PLAN. SCALE THE PLAN FOR DISTANCE. DO NOT ASSUME THAT ALL HEADS ARE SPACED AS PER CONVENTIONAL SPRAY HEADS. THE PRECIPITATION RATE FOR THESE NOZZLES 15 LESS THAN A CONVENTIONAL SPRAY NOZZLE. FOLLOW THE ZONE CHART FOR AN APPROXIMATE RUN TIME FOR EACH ZONE, BUT SET THE RUN TIME ON THE CONTROLLER BASED ON TI-E SPECIFIC SITE CONDITIONS. IRRIGATION NOTES Irrigation system design to comply with the following: • Florida Bullding Code, Appendix 'F', Landscape Irrigation Systems (Current Version) • Florida Statutes 2009 (Title XXVIII, Chapter 313, 313.62 - Water Conservation± • City of Winter Springs Ordinance 2010 -2011 GENERAL NOTES I) REFER TO 114E LANDSCAPE PLANS WHEN tRENC14IN4 TO AVOID TRI=ES AND SHRUBS. HAND DIG AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2' IN DIAMETER 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF IV OF COVER ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER. 3) ALL POP -UP ROTORS AND SPRAYS SHALL BE INSTALLED USNG AN I8' PVC FLEX PIPE CONNECTION. DO NOT USE POLYETHYLENE PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES t BLDG. WALLS. THROTTLE ALL VALVES ON SHRUB LINES .4S REQUIRED TO PREVENT FOGGING. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS. 5) ALL RISERS SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'5 REPRESENTATIVE (IF ALLOWED BY CODE) AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. RECLAIMED SYSTEMS MAY REQUIRE THE PIPE TO BE PURPLE. 6) ALL CONTROL WIRE SPLICES SHALL eE MADE N vALVE BOXES USING 3M DBR -Y WIRE CONNECTORS AND SEALANT WITH WIRE NUTS. 1) THE CONTRACTOR SHALL PREPARE AN .45 -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A WHILE BOND PAPER COPY OF TI-E IRRIGATION PLAN ANY INSTALLATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING 614ALL ALSO LOCATE ALL MAINLINE AND VALVES SY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMEN1 15 INSTALLED IN THE EXACT LOCATION A5 THE PLAN. 8) ALL VALVES, GALE VALVES AND QUICK COUPLERS SHALL BE INSTALLED N VALVE BOXES. tHE vALvE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS 5140WN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH. 40 OLEEVE. 10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24' FROM ANY WALL AND A MINIMUM OF 6' FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2' WHERE TIRE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12' POP -UP THAT 15 SHOWN IN A SHRUB BED 514ALL 5E DETERMINED BY THE OWNER'S REPRESENTATIVE IN 114E FIELD 11) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT t0 DAMAGE ANY EXISTING UTILITIES. THE CONTRACtOR 514ALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS, AND COST OF ANY DAMAGE CAUSED BY 11-EIR WORK 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM 114E DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. (OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS) 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER WELL OR PUMP 514ALL i3E PROVIDED TO A JUNCTION BOX OR DISCONNECT AT 114E EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT 15 NOT PART OF 114E BID PACKAGE. CONFIRM THE LOCATION OF THE CONTROLLER WIT14 THE OWNER OR GENERAL CONTRACTOR BEFORE ANY INSTALLATION. 14) It SHALL SE T14E RESPONSIBILITY OF THE CONTRACTOR TO SCALE T14E PLAN AND CHECK NOZZLE TYPES t0 DETERMINE 114E CORRECT SPACING OF TIC LEADS. 114E CONTRACTOR SHALL NOT SPACE T14E l-EADS FURTHER APART OR U5E LESS 14EAD5 THAN S140UN ON THE PLAN. ANY CHANGES TO THE 14EAD SPACING OR LAYOUT, WITHOUT T14E CONSENT OF THE LANDSCAPE ARCHITECT OR OWNER 81-1ALL 14OLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF TIC PLANTS AND OR 50D IN T14EOE AREAS. 15) 40 HOURS BEFORE DIGGING, CALL I -800- 432 -4110 (SUNSHINE STATE ONE CALL CENTER) ZONE CHART ZONE GPM HEAD TYPE WATER USE PRECIP. RATE RUN TIME (in. per hour) (minutes) C -1 18 2 3 4 5 6 7 55 46 50 37 41 30 Spray Spray Spray Spray Spray Spray Spray Spray MEDIUM MEDIUM HIGH MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM 0.5 60 0.5 0.5 0.5 0.5 0.5 0.5 0.5 WELL SPECIFICATIONS 60 60 60 60 60 60 60 1.1 THE CONTRACTOR SHALL DRIVE OR DRILL ONE 4' DIAMETER DEEP WELL WITH STEEL CASING FOR THE OPERATION OF THE IRRIGATION SYSTEM. THE WELL 51 -IALL PRODUCE 60 GALLONS PER MINUTE WITH NOT MORE THEN .4 5 FT. PUMPING DRAWDOWN. 12 ALL EQUIPMENT AND INSTALLATION SHALL BE AS PER STATE AND LOCAL CODE REGULATIONS. THE CONTRACTOR 61 -IALL BE RESPONSIBLE FOR ALL FEES AND PERMITS REQUIRED TO DRILL THE WELL OR WELLS,. 2.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 5 14.P. SUBMERSIBLE PUMP IN THE WELL. THE PUMP SHALL BE CAPABLE OF PRODUCING 60 GALLONS PER MINUTE AT 140 T.D.H. (TOTAL DYNAMIC HEAD) THE TDJ-I. 16 AT GROUND LEVEL. THE PUMP OR PUMPS SHALL BE INSTALLED USING THE FOLLOWING EQUIPMENT AND MATERIALS. REFER TO THE DETAIL. ALL EQUIPMENT MAY NOT BE LISTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL NECESSARY EQUIPMENT FOR THE OPERATION OF THE WELL PUMP AND ITS CONNECTION TO THE IRRIGATION SYSTEM_ A) 4X2 INCH SANITARY WELL SEAL B) 2' GALVANIZED DROP PIPE C) SUBMERSIBLE PUMP CABLE, SIZE .48 REQUIRED D) ALL NECESSARY GALVANIZED FITTINGS THAT ARE REQUIRED FOR THE CONNECTION OF THE SYSTEM. ALL ABOVE GROUND PIPE 61 -IALL BE 0900 PVC (PANT BLACK). SAME SIZE AS THE MANL NE. E) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT F) ISOLATION vALVE G) SILENT CI -IECK vALVE 14) ABOVE GROUND CHECK VALVE I) CYCLE STOP VALVE CSV313 3.1 THE PRESSURE LANK PRE- CR -ARGE SHALL BE 5 -10 PSI LOWER THAN THE PRESSURE SWITCH START POINT. .4 WATER LINE At LEAST 8' OR LONGER AND NO LARGER THAN THE LANK INLET SIZE SHALL BE CONNECTED t0 THE TANK At A 30% ANGLE. tHE PRESSURE SWITCH SHALL BE INSTALL ON THE PIPE TO THE TANK, AS CLOSE t0 THE TANK A5 POSSIBLE. 32 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND CONNECTION OF ALL THE ABOVE EQUIPMENT AND THE CONNECTION TO THE IRRIGATION SYSTEM. 3.3 POWER FOR THE OPERATION OF THE WELL PUMP SHALL BE SUPPLIED t0 A JUNCTION BOX At THE WELL LOCATION AS PART OF 114E ELECTRICAL PLANS OR BY OWNER COORDINATE ALL POWER REQUIREMENTS WITH THE OWNER OR THE GENERAL CONTRACTOR BEFORE PURCHASE OF THE PUMP. 4J THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. At THE LANDSCAPE CONTRACTOR'S EXPENSE, 14E SHALL 14AVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL ROEPORT TO 114E LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER. ANY POTENTIAL ISSUES THAT MAY AFFECT THE 14EALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE SYSTEM 16 IN OPERATION. FAILURE t0 REPORT SHALL PLACE LIABILITY ON T14E CONTRACTOR. 4.2 BEFORE SETTING THE PUMP 114E CONTRACTOR 61 -1ALL NOTIFY THE LANDSCAPE ARCHITECT OF THE STATIC WATER LEVEL TO DETERMINE IF THE PUMP CAN PROVIDE THE PROPER GPM AND PSI FOR THE OPERATION OF THE IRRIGATION SYSTEM. 5.1 114E CONTRACTOR SHALL BE RESPONSIBLE t0 VISIT THE SITE AND BECOME FAMILIAR WITH THE ON SITE LOCATION OF 114E WELL. It 514ALL BE 1415 RESPONSIBILITY 1O NOTIFY 114E OU.NER IF 14E FEELS Ti-1E LOCATION SHOULD BE MOVED. THE OWNER SHALL NOT BE RESPONSIBLE t0 PAY FOR ANY WELL OR PART OF A WELL THAT DOES NOT MEET 114E FULL INTENT OF THESE SPECIFICATIONS. 1 • ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24' AUJAY FROM ANY BUILDING. SIDEWALK CURB ETC. GRADE • SPRINKLER NOZZLE SEE CHART KAF -FLEX PIPE USE 1/2' ON 3/SPRAY I-EADS MIN. Is' LEOI sTH PVC TEE BXSXS OR ELBOW LATERAL LINE BODY ASSEMBLY PVC STREET ELL 1-IEAD DETAIL • COORDINATE PLACEMENT WITH THE LANDSCAPE PLAN. INSTALL RISERS IN THE CENTER OF THE FIRST ROW OF PLANTS. (MNIMIM OP W PROM .4 awe OR SIDEWALK) • PAINT THE RISERS BLACK OR AS PER REQUEST OF TI-$ OLLNER (IF ALLCUED ST CODE) REUSE SYSTEMS MAT REQUIRE PURPLE RISERS BY CODE. WALL OR STRUCTURE (SEE NOTES) MINRIM 24' (b' PROM A 6101BI ALK OR GLIm) INSTALL RISER 6' ABOVE INSTALLED PLANT MATERIAL I'xl• STEEL ANGLE C SCH. 40 SEER TRA- VIOLET PROTECTIVE Pvc CLAMPS MULCH PVC TEE OR ELBOW Sf -1RU5 RISER DETAIL T1JJO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS. ADJUST to 25 GPM OR AS REQUIRED. PLACE OVER Ti-E ROOTBALL AND A MINIMUM OF 8' FROM THE TREE TRUNK TABLE FLUSH t0 GRADE WITH DRIP TUBING cLAMPS Pvc TEE SX6Xt oR ELBOUJ FINISH GRADE MAXMUM tam, OF 3' LATERAL LINE STREET ELL TREE BUBBLER DETAIL EXISTING SOIL COMPACT THE BACKFILL TO AVOID SETTLING LATERAL OR MAINLINE hl -T ll -k' 1= %- ll�lit' i1:11= 11 tt-I - -1 r. 12' FOR LATERAL PIPE AND IS FOR T1$ MAIN. CONTROL WIRES-T TRENCI -INCA DETAIL PRESSURE START TYPE SYSTEM REFER TO THE WELL SPECIFICATIONS 10) 6' CONCRETE PAD II) 6' MULCH OVER SOIL SEPARATOR FABRIC 12) C900 PIPE -PAINt BLK. 13) GATE/LATCH 14) 48 ELBOWS TO BELOW GRADE I5)MAINLINE -SEE LEGEND 16) 6' HT. BLACK vINYL CHAIN LINK FENCE RWCONT. TOP RAIL 11) ISOLATION VALVE I) LNI6TRUt OR APPROVED EQUAL RACK SYSTEM 2) CONTROLLER -SEE LEGEND 3) DISCONNECT 4) PRESSURE GAUGE 5) PRESSURE RELIEF VALVE 6) WELL -SEE SPECIFICATIONS 1) CHECK vALvE S) 85 GAL. BLADDER TANK AND GAUr.F5 CYCLE STOP vALvE C6v3B WELL DETAIL • ALL VALVE BOXE5 SHALL BE MARKED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR AS PER TI-E WRITTEN SPECIFICATIONS. • DO NOT MANIFOLD THE vALVES. EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAIN. ALL vALVES 514ALL BE A MINIMUM OF 6' APART AND INSTALLED IN THE SOD AREA. LABEL LID (IRRIGATION) NW 1611.%S Oak MIN IRMO / OR a KKKKKKKK<' TO LAMM LIS ' I SOL SOPAR OR to gigiagnai ELECTRICAL VALVE OR IS • COORDINATE PLACEMENT WITH TI$ LANDSCAPE PLAN. INSTALL RISERS IN THE CENTER CF THE HEDGE RaLL • PAINT THE RISERS BLACK OR AS PER REQUEST OF THE OWNER CP ALLOWED BY CODE) REUSE SYSTEMS MAY REQUIRE PURPLE RI5ER5 BY CODE. • ALL 12' POP -UPS BESIDE A SIDEWALK, PATIO, ETC. SHALL BE FLUSH WITH GRADE OR AS DIRECTED BY THE LANDSCAPE ARCHITECT IN THE FIELD. WALL, CURB OR STRUCTURE CENTER OP PLANTS (MINIMUM 249 12' POP-UP 6PRAY I-EAD PAINT AS PER SPEC'S. l.xl• STEEL ANGLE MN. V DEPTH INSTALL I-eAD To MATCH NGTALLED PLANT MATERIAL HEIGHT OR FLUSH TO GRADE ALONG 6 M1 K SCR 4e7 RISER -IA' ULTRA- VIOLET PROTECTIVE PVC CLAMPS r SEE DETAIL BELOW TWO STREET ELLS LATERAL LINE PVC TEE ERIeEEADm NtrA CED Cr:T+SICTIOt PVC SCH. NO NIPPLE (I•c6rON RISER AT A AS DEGREE ANIMA PVC SCH. 40 ELSIOY D/4• WA 1211 POP -UP RISER DETAIL PVC CaCUIT TO THE START OP 114E MAINLINE PLACE URt-G INFER MAINLINE UMW POSSIBLE GRIMM IIRH SW X 8 COPPER COATED RODS TO 1® 01115 OR LEM MAKE COMECTION WITH CADLLlLD PLUS ONE SHOT. vALW ISON/ORCUND IeOCA INSTALL A MK a S' PROM CONTROLLER AND S' APART CADWELD PLUS ONE 614OT. • • PI .ce THERANGSAEN5OI O RECEIVE RAIN • Do N01 GC>N CTTTO THft BUILDING GROUND. CONTROLLER DETAIL Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 94t343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Verlander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Paul L Verlander GrandeVille at Town Center wr'lier9jrilpe, Florida IRRIGATION DETAILS AND NOTES C I �C I\/\ CFLOO1 v yIvv • P R O J E C T N U M B E R S H E E T N U M B E R_ 0 1 Q try POOL LIGHT (4001Ad E5' POLE IaV/ HORSE SIDE SHIELD) LAND5GAPE UPLI&HT (LOA VOLTAGE — LED) LANDSCAPE PATH LIGHT (LANDSCAPE = LED) UNDERINATER LIGHT North '4114441) 0' 8' '15' 32' SCALE: 1 "= 1 6'0" Developer: LeCesse Development Corporation 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Veriander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834,4104 (office) Contact: Paul Veriander Civil Engineer: Parkland Engineering Group 625 E. Colonial Drive Orlando, Florida 32803 407.369.3562 (office) Contact: Joaquin Mojica Rev. DATE ISSUE TITLE 03.15.2012 10.1.2012 10.19.2012 12.19.2012 02.04.13 CONCEPT PLAN SUBMITTAL LIGHTING LIGHTING RESPONSE TO CITY COMMENTS PLAN SUBMITTAL Paul L. Veriander 0000546 GrandeVille at Town Center Winter Springs, Florida PR 0�0 CFLOO1 PI T PLAN P R O J E C T N U M B E R S H E E T _100 N U M B E R 2013-- 9 ;02am roland.magsino; 0 Topographic c L 0 L L 0 0 i 0 r M a) L L U L cn U) N c v 0 J: \31971 \5.9 C.) NAMINEEMENEMP ca CO Lamm IMMISMISMISMISMISMI LEGEND C.O. Conc. C &G (D) H YD FDOT F.P.C. WV D4 GW GM EP EL. I.R. I.R. INV. 0 kb- LB MLP M.H. (M) O.R. OHW PCP PB PG PVC RCP R/W TC Tele TOB S.C.P.R. = Cleanout = Concrete = Concrete Curb and Gutter = Centerline = Warranty Deed O.R. 7624, PG. 1982 = Fire Hydrant = Florida Department of Transportation = Florida Power Corporation = Water Valve = Guy Wire = Gas Marker = Edge of Pavement = Elevation = Iron Rod = Iron Pipe = Invert = Set 5 /8" Iron Rod With Cap #LB5610 unless shown otherwise = Existing Elevation = Licensed Business = Metal Light Post = Manhole = Measured = Official Records Book = Over Head Wires = Permanent Control Point = Plat Book = Page = Poly vinyl chloride = Reinforced Concrete Pipe = Right -of -Way = Top of Curb = Telephone = Top of Bank = Seminole County Public Records WPP = Wood Power Pole = Sign DRAIN INLET TOP EL=43.93' \ 14-7:1 174 STORM N.H. TOP EL=45.20' EP 44,64' • z_ s EP 44.82 cob Ee 48. 7 7 ic.,- (-1/ c.,-t- ct. k co l're; 1 I■W 1 kirlik, / Pi / 1 S71 O�� 10$ 32Th) EP 45.28 FOUND 1" LP. LEL 3778 (POINT OF DRAIN INLET TOP EL=46.04' CO POINT OF COMMENCEMENT (NOT INCLUDED PORTION) NORTHWEST CORNER OF LOT 28 TOP OF PIPE STORM MANHOLE TOP EL=43.91' DRAIN INLET TOP kt- DRAIN INLET TOP EL=42.90' EP 45.39 46.45' 9►. SANITARY MANHOLE TOP EL=43.64: INV. EL=39.6' tZ7 3 /4 ,ND _ Np tDl? • tP (\\ o 3 Tr., c9e N./ . ‘nDk.)1 v, 4/ CP. • 4 46.63' 7..)1/4 CIA L5'<\ -p ° o oz, 0 -57 o 0 Trn • Of 40 A/1 4. AP- 4- Lg Q79(2. LR -" 4 auk), 84 ocActiveR 0 OP Ei DRAIN INLET TOP EL=49.26' N0,3„„ 4NE 2 ?3.41. � BL � ?8 a � '°cam 770/1770/1/ QT D D s S O,Q ,Ey �C frY 4/VT o N ��SS A. . 1 . 1� • � 1 Y • /1/T 124. S S7� o 24 , E 7 Q .fr 275. 15' o�,Q SANITARY MANHOLE 0• R,UELI ]'y E Rpq� 275 1S, .0:1"Z • TOP EL- 44.89' 4046 sEMe� ��'. INV. EL =39.0' SITE BENCHMARK NO. 3 896 TOP OF M.H. EL = 44.89' 8 ()I- L ,- RE � E 7, QT cm/ QD til /C 4S 0944/7 6:C/D./9. S F ! ��SITE D eeLY wo y(sEE e� 2 °2FoR TEXI BIT) POINT OF BE GINNI NG SOUTHEAST CORNER OF LOT 1 S ■ J- � 7- 4 3No 2 p5., E pQ 'P/v i /� � f 4 2 3 . i8 _ i/� o_ UAr �1�'S S1. " U A,--,'"76--/i) Q FF� r Q � 4, 4e ), yF T ulcp. so/9 . � 7 'c �, `p�O��9 e� - S 1(4 'b,lJ Z\�4, a S c ,6' r 46.38' EP 46.59' O,- •1- •fr 4 SANITARY MANHOLE TOP 4.=47.14 INV. EL =44.8' *AO FOUND 1" I.P. LB. 3778 • tyt (.T'. Oy fcl CP CFI NJ FOUND 1" I.P. LB. 3778 so cP F • /51 UT�LI 1-�. t. 3711 LP' v'. 4046, pC E 96 1 Rr sae J 61 • 0 Reclan VN Per 00, VV ,40; 6 60' Q 3pl _ 65 37,$ ry 4407, yV So/0 s c44 v-. -06', V o s� . � o �p�P gro2 Gj� NOT INCLUDED 0, s,� ,9� LANDS CONVEYED TO THE CITY OF WINTER ( �\ 17 SPRINGS PER WARRANTY DEED `:) �ti (O.R. 5601, PG. 886) a 5/s I.R. '' �4'� (TYPICAL} • EP 46.1 46.82 46.24' CATCH BASIN TOP EL=46.23' (FLOW UNE) STORM MANHOLE TOP EL=47.32' EP 00 , a1)K 48.7'c V -N, 9;13 1,:.• , �j•4 47.07 ti tk ci.ort), 460 X 45, ; 70N 47.45' +/ ��/ � t 47.49x`1 I \ 47.60 o `].b` 4i EP 46.9 dr% CI '166 as EP 46.E EP 46.6 RAN TOP EL 41;.. ro��1 V \`L gl , EP 47.41 O' DRAIN INLET TOP EL =47.24 INV. EL =38.2' EP 47. EP 46.99 */ cow EP 4 . 004441 Cr 46` 9 �1 Rw �. DRAIN INLET TOP EL=47.30' G tit } .0( 43 ,is. Concrete 0 4- STORM MANHOLE (RUED 81T1-1 WATER) TOP M=47.93' SANITARY MANHOLE TOP EL=47.68' nu.'W I-R LANDS COM/EYED ro THE CIT)' OP IIINTER SPRINGS PER WARRANTY DEED 1)0/9 ii0/1/ 01- 1- 26), OCir 4 / rch'e S SO/i) fr4 ).- 0.4- 44-1/k G9,4 /l/ 04, 44/re L/4-6-,s0,0 1°.49. !Do- s:c.,4)./.: Is' ukIrY EASEMENT SITE BENCHMARK NO. 2 STORM MANHOLE (FILLEI) WITH WATER) TOP EL=47.03' STORM MANHOLE (FILLED V•111-1 WATER) TOP EL=47.80' INV. 06=36.6' (6) LB. 3778 SANITARY MANHOLE TOP EL=48.00' e� I 1 414, /EP EP 48.24 EP 48.21 1/44)1" tb"7 cP" SANITARY MANHOLE TOP EL=48.88' DRAIN INLET TOP EL=47.03' NV. EL=38.31NW) INV. EL=38.61E) • EP 46. TC 4725 EP 46.96 Tf. DRAIN INLET \ ..0 SANITARY MANHOLE TOP EL=47.67 STORM MANHOLE div STORM MANHOLE POINT OF BEGINNING (NOT INCLUDED PORTION) DRAIN INLET TOP EL=48.40' 164 yza46;10.. WINTER SPRINGS TOWN CENTER 1 1 1 1 DESCRIPTION A portion of Lot 28, Block B, D.R. MITCHELL'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 434, 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 440.06 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 18°35'03" West for 208.35 feet; (2) South 15°24'50" East for 106.82 feet; (3) South 29°08'42" 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 known as Sanford 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 14.85 feet to the POINT OF BEGINNING. Less that portion conveyed to the City of Winter Springs by Warranty Deed recorded in Official Records Book 5601, Page 886, Public Records of Seminole County, Florida, described as follows: That part of the Unnumbered Lot in Block "B", D.R. MITCHELL'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, more particularly described as Commence at the Northwest corner of Lot 28, Block "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP as recorded in said Public Records, said point being a recovered 3/4" pipe; thence run South 18° 58' 28" West along the West line of said Lot 28 a distance of 720.17 feet to the North right of way line of First Street (a 30 foot unopened right of way); thence run South 71° 24' 05" East along said North right of way line for a distance of 423.48 feet; thence South 65° 37' 18" West a distance of 44.01 feet to the South right of way line of said First Street; thence run South 51° 24' 55" West, a distance of 96.80 feet to the Point of Beginning; thence continue South 51° 24' 05" West a distance of 147.60 feet to the Northeasterly right of way line of State Road 434 per Florida Department of Transportation Right of Way Map Section 77070-2516; thence North 38° 43' 16" West a distance of 20.03 feet; thence departing said right of way line South 83° 34' 06" East a distance of 14.18 feet; thence North 51 ° 24' 55" East a distance of 137.62 feet; thence South 38° 35' 05" East a distance of 10.00 feet to the Point of Beginning. Subject to existing easements, rights-of-way, covenants, reservations and restrictions of record, if any. NOTES: 1. Unless it bears the signature and the original seal of a Florida licensed Surveyor and Mapper, this report, sketch, plat or map is for informational purposes only and is not valid. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 2. Lands shown hereon were not abstracted by IBI Group Incorporated for easements and/or rights of way of record. 3. Elevations shown hereon are based on Seminole County Benchmark number 4733801 being described as a "PK" nail and disc on storm inlet 61-± North of the North edge of pavement for State Road 434 located 2501± Southeast of the Southerly entrance to City of Winter Springs Government building, Elevation 46.086 referenced to the National Geodetic Vertical Datum (NGVD) of 1929. 4. All measurements are in agreement with the boundary data shown hereon unless otherwise noted and is based upon the Special Warranty Deed to Trustee as recorded in Official Records Book 5777, Page 565. The boundary data labeled with the suffix (D) indicates a "Description call" from Special Warranty Deed as recorded in Official Records Book 7624, Page 1982, and are shown hereon where a difference has been encountered. 5. IBI Group, Incorporated's Certificate of Authorization No. 5610, is issued by the Florida Department of Agriculture and Consumer Services. 6. This sketch has been prepared for the exclusive use of the entities named hereon. The certification shown hereon does not extend to any unnamed party. 7. Bearings are based on Florida Department of Transportation Right-of-Way Map Section Number 77070-2516 and refer to the Northerly Right-of-Way for State Road 434 (Sanford-Oviedo Road) as being North 38°43'16" West. 8. This is an above-ground survey and locations are limited to visible improvements only. Underground utilities, if shown, are based on information provided by the various utility companies and these locations may vary and therefore be considered approximate. There may be additional underground utilities not shown on this drawing. No excavations were made to locate buried utilities. 9. This survey does not reflect nor determine ownership. 10. Reference is made hereon to Fidelity National Title Insurance Company Commitment No. CD05-102802, Effective May 8, 2007 at 5:00 PM. No current Title Searches or Commitments were provided to the surveyor. 11. The Description shown hereon is taken from Exhibit "A" of Warranty Deed recorded in Official Records Book 7624, Page 1982, Public Records of Seminole County, Florida. 12. The Tree Exhibit attached hereto as Sheet 2 is for informational purposes only. The Trees shown have not been updated as part of this survey. No attempts were made to verify the types, sizes or existence of the trees shown. The Exhibit is referenced to the survey prepared by CCL Consultants, Inc. dated 5/12/05, under Project Number 3172, Sheet 2 of 2. 13. This site contains 4.743 acres more or less. CERTIFICATION: To: Grandville at Town Center, LLP I HEREBY CERTIFY that the attached Sketch of Survey is true and correct to the best of my knowledge and belief and that it meets the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 5J-17.050 through 5J-17.052, Florida Administrative Code, pursuant to Chapter 472.027, Florida Statutes. IBI GROUP, Inc. For the firm: WILLIAM N. FIELD, P.S.M. Professional Surveyor and Mapper No. 5999, State of Florida. Developer: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751-7410 407.660.2120 ext 213 Contact: John Wohlfarth Rev 2 3 4 5 6 7 8 DATE 03.15.2012 05.18.2012 05.18.2012 06.10.2005 08.04.2005 08.10.2005 08.24.2005 06.06.2006 06.28.2007 07.19.2007 08.22.2012 01.10.2013 02.06.2013 ISSUE TITLE CONCEPT PLAN SUBMITTAL AESTHETIC REVIEW SUBMITTAL FINAL ENGINEERING REVIEW SUBMITTAL ADDED EASEMENTS DSB REVISE FIRST STREET LOCATION, ADJUST LEAGAL DESCRIPTION ACCODINGLY ADD WATERLINE LOCATION DSB DMB DMB ADDED REVISED C RTS DSB REVISED 'LOT AND BLOCK' ASPECT OF LEAGAL DESCRIPTION BGH UPDATE SURVEY BF ADD TITLE INFORMATION ADD ADDITIONAL R W ORIGINAL CITY SUBMITTAL 1ST RAI CITY SUBMITTAL 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida DARY CFLOO1 PROJECT NUMBER T P - P S_RV 2013-- 9;02am roland.magsino; t O w X w L H L L O 0 u7 i 0 0 r M a) L L U L <1) U) c a L J: \31971 \5.9 C.) MEEEEEEEEEE NIMINEMENO ca CO Imo IRO 6 TRD 6TRPL 20 0 TRO 6 TRD 7 0 TRD 4 TIRO 10 TIRO 0 TRO 50 0 5 o° °oaTRL7 55 ° TRO 5 TRO Go TRO 8 6 TRD 8 ° TRO 8 TRP 19 TRD 8 0 TRD 4 TRP 15 0 IRO 5 0 TRD 50 TRD 4 0T- 0 TRCB 15 TRO TRO 7 TRD 7 TRD 4 0 0 TRD 18 0 TRD TRP10 /11/12 TRD 5 0 0° TIRO 6 TRO 4 0 TRO 6 0TR❑ DBL 10 /11 0 TIRO 5 0 TRD 5 TRD 4 0 0 TRO 5 TRD 8 °0 TRO 8 ,TRO 6 0TR❑ 5 o TRD 8 0 TRD 5 oTR ❑5 oTR ❑5 0 TRCB 4 0 TRO 5 TRD 6 o TRO 8 0 TRO 5 0 TRO 4 0 -IRO 70 TRD 4 0 TRO 7 0 TIRO 4 0 TRD 5 0 TIRO 6 TRO 4 TRD 4 ° TRO 9 0 0 TR❑ 4 oTR❑ 8 TIRO 5 oTR❑ $ TR❑ 4TR❑ 5 0 ° TR❑ 4 ° TIRO 0 0 TRO T41�❑ 5 TR❑ 5 0 IRO 7 TR❑ 6 TRD 5 TRO 4 -10°R TR❑ 5 ° TRO 6 8TR❑ 5 ° ❑ 7 TRD 4 °TRD 4 °RD 5 0 TR❑ 6 o TRD 7 0 0 TR 6 oTR❑ 7 0 0 TRD 5 TRO 9 0 oTR❑ 4 TR❑ 6 ° TR❑ 4 TRO 10 oTR❑ 4IRO 5 o TRD o TRD 4 0 TRD 6 0 0RD 4 5 o TRO 6 0 TIRO b o TRU 6 0 TIRO 7 0 o R❑ STRD 7 TRD TR❑ 5 TR ❑o TR❑ 0 TR❑ 4 TR❑ 7 0 TR❑ 7 0 0 7f R❑ 5 oTR❑ 6 0 TRD 5 TRD 50 oTR❑ 5TR❑ 5 0 o TRD 4 °TR❑ 5 o RD 4 o a R 0 4 oTR❑ 7 ° TR❑ 6 oTR❑ 4TR ❑R5 9 0 TR❑ 4 0 TR❑ ° TRO 5 o TIRO 4 0 oTR❑ 6 0TR❑ 4 0 TRD 5 0TR❑ 5 IRO 10 0TRO 6 ° 0 TIRO 7 0 TIRO 4 0 TRO 6 TRU 70 -IRO 8 TRO °TRP 0 TR❑ 4 %TR❑ 4 TRD 4 0 TRD 5 0 TIRO 4 0 TR❑ °4TR❑ 6o TT 4 0 TRO 5 0 TR❑ 5 ° TRD T4 ❑ 4 0 TRD 5 ° TRD 10 TR❑ 4 TRD 5 °T oTR❑ 4 TRD 5 6 0 0 o TRD 4 0 0 o TRD.S ° oTR❑ 8 TIRO 5 o TIRO 6 TRD 5 o TR❑ 4 °RD 6 IRO 4 TRD 6 ° TIRO 5 IRO 5 0 0TR❑ 6 ° 0TR❑ 4 00 TIRO 7 TIRO 6 -IRO 4 0 TRD 4 23 0TR❑ 4 0 ° ° oTR❑ 4 °To ❑ 5 0 o TIRO 4 TRO 8 TRO 5 TRD 4 TRO 5 0 TRO 4 ° TRO 4 0 TRD 14 TIRO 9 0 IRO 13 0TR❑ 5 0 TIRO 11 o oTR❑ 9 TIRO 10 0 ° TRgT9❑ pi_ TRD /5 0TR❑ 8 TRO 8 0 IRO 5 TIRO 6 TRO 7o TIRO 5 0 TIRO 5 0 0 TRO 6 0 TIRO 12 TRU 12 0 TIRO 11 0 TRD 4o IRO 10 TRO 8 TRD 9 °o TRD 5 o TRD 6TRD 6 °TR❑° TRP 9 4 „oTRD 7 0o R�S7 0TR❑ 5 o TR� 4 o IRO 4 0 TRO 5 0 TRO 5 0 TRD 9 TIRO 4 . 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TREE LEGEND o = TREE SYMBOL TREE TYPE SIZE (INCHES) TRPL 8 TREE TYPES TRPL = PALM TREE TRCB = CHINA BERRY TREE TRO = OAK TREE TRP = PINE TREE NOTE: This Tree Exhibit is for informational purposes only. The Trees shown have not been updated as part of this survey. No attempts were made to verify the types, sizes or existence of the trees shown. The Exhibit is referenced to the survey prepared by CCL Consultants, Inc. dated 5/12/05, under Project Number 3172, Sheet 2 of 2. Developer. Winter Springs Town Center, LLLP 650 South Northlake BIvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Chad Hochuli Owner: Winter Springs Town Center, LLLP 650 South Northlake Blvd., Suite 450 Altamonte Springs, Florida 32701 407.645.5575 (office) Contact: Salvador F. Leccese Architect: 5G Studio Collaborative, LLC 800 Jackson Street, Suite 500 Dallas, Texas 75202 214.670.0050 (office) Contact: Yen Ong Contractor: CORE Construction Services of Florida, LLC 6320 Tower Lane Sarasota, Florida 34240 941.343.4300 (office) Contact: Brian Jones Landscape Architect: Verlander Landscape Architecture, LLC 706 Turnbull Avenue, Suite 201 Altamonte Springs, Florida 32701 407.834.4104 (office) Contact: Paul Verlander Civil Engineer: IBI Group (Florida) 2300 Maitland Center Parkway, Suite 101 Maitland, Florida 32751.7410 407.660.2120 ext 213 Contact: John WohIfah DATE 03.15.2012 05.18.2012 05.18.2012 08.22.2012 10.17.2012 01.10.2013 02.06.2013 ISSUE TITLE CONCEPT PLAN SUBMITTAL AESTHETIC REVIEW SUBMITTAL FINAL ENGINEERING REVIEW SUBMITTAL EXHIBIT ORIGINAL CITY SUBMITTAL 1ST RAI CITY SUBMITTAL 2ND RAI CITY SUBMITTAL GrandeVille at Town Center Winter Springs, Florida IR IBIT CFLOO1 P R O J E C T N U M B E R S H E E T M R Attachment "D" THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO Anthony A. Garganese City Attorney of Winter Springs Brown, Garganese, Weiss & D'Agresta, P,A, PO Box 2873 111 N. Orange Avenue, Suite 2000 Orlando, Florida 32802 (407) 425 -9566 agarganese(a(Orlandolaw,net DEVELOPER'S AGREEMENT GRANDEVILLE AT TOWN CENTER This DEVELOPER'S AGREEMENT (the "Agreement ") is made and executed this day of , 2013 by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (the "City "), whose address is 1126 East. S.R. 434, Winter Springs, Florida 32708, and GRANDEVILLE AT WINTER SPRINGS, LLLP, a Florida Limited Liability Partnership ( "GV "), whose address is 650 S. Northlake Boulevard, Suite 450, Altamonte Springs, Florida 32701. WITNESSE "I'H WHEREAS, in accordance with paragraph 21 herein, this Development Agreement is intended to replace, in its entirety, the previous Development Agreement executed by the parties, dated June 25, 2007 and recorded in Official records Book 6783 at Page 208, of the Public records of Seminole County, Florida ( "Previous Development Agreement "); and WHEREAS, GV, owns fee simple title to real property containing 4.78 acres +1- located. in the City of Winter Springs and more particularly described in Exhibit "A" attached hereto and incorporated herein by this reference; (the Property); and WHEREAS GV desires to develop the Property as a residential multifamily community to be comprised of 244 residential luxury apartment units in one (1) multi -story building with an attached concrete garage (the "Project ") as depicted in that certain Final Engineering Plans, entitled Grandeville at Town Center dated and prepared by IBI Group under project No. CFL001, a copy of which is on file at City Hall and incorporated herein by this reference (referred to as the "Final Engineering Plans ") and in accordance with the terms and conditions of this Agreement; and 1 WHEREAS the City and GV desire to set forth the following special terms and conditions with respect to the proposed development of the Project. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows; 1. Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2. Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3. Obligations and Commitments. In consideration of the City and GV entering into this Agreement, the City and GV hereby agree as follows: (a) Approval of Final Engineering Plans. The City hereby acknowledges and agrees that the Final Engineering Plans approved by the City Commission on February 25, 2013 are acceptable, provided, however, GV shall have the obligation to further submit and obtain other applicable local and state permits. Further, GV shall also have the obligation to construct aesthetic enhancements to the Project as approved by the City Commission on November 19, 2012 in accordance with the City Code, particularly the City's Town Center District Code and the aesthetic review ordinance set forth in section 9 -600 et. seq., City Code. (b) Utilities. The City hereby acknowledges and agrees that it currently has sufficient water and sewer treatment plant capacity available to service the Project and agrees that it shall provide such water and sewer services to the Project, (c) Roadways; Collector Road. All roadways shall be designed and constructed pursuant to the Final Engineering Plans. In order to facilitate the safe, efficient and orderly flow of traffic throughout the Project, the City desires that GV construct the road improvements as delineated below (the "Roads "). The Roads to be built by GV are subject to the following; (1) In consideration of being permitted to use the City -owned wet detention pond in accordance with subparagraph 3(d), GV shall improve, to the City's reasonable satisfaction, approximately 725 linear feet of that portion of the dedicated right of way of Doran Drive which is situated between the intersection of Blumberg Blvd, and the right of way of Second Street, as depicted on the Final Engineering Plans (the "Roadways ").; and (2) Dedicate the Roadways to the City and construct approximately 275 linear feet of Edge Drive along the northern most line of the Property, as reflected on the Final Engineering Plans. This right -of -way shall be dedicated in a form acceptable to the City Attorney and at such time the City requests the dedication in writing. (3) After completion of the construction of the Roadways substantially in accordance with 2 the Final Engineering Plans, as certified by a registered Florida professional engineer, request shall be made by GV to the City Commission for acceptance of the roadway construction, which acceptance shall not be unreasonably withheld, and the City shall make payment to GV of two hundred thousand dollars ($200,000.00) within 30 days of said acceptance, toward said roadway construction. However, if GV does not substantially commence construction and substantially complete a sidewalk from Blumberg Boulevard to the Winter Springs High School within one (1) year of the effective date of this Agreement, the City shall have the right to construct a temporary sidewalk and deduct the City's actual out -of- pocket cost of constructing the temporary sidewalk from the $200,000 payment required by this subparagraph. In addition, in conjunction with constructing the Project, GV will then be required to replace the temporary sidewalk with a permanent sidewalk at its expense. (4) GV shall cause decorative streetlights leased by the City from Progress Energy (Duke Energy as of January 1, 2013), which are to be approved by the City prior to installation, to be provided and installed along Doran Drive and Edge Drive in the Winter Springs Town Center, at no cost to the City. The new decorative streetlights shall match existing streetlights located along Blumberg Boulevard with respect to all visual and operational specifications, unless a variation in any such specification is approved in writing by the City prior to installation. After streetlights along Doran Drive and Edge Drive have been installed and accepted by the City, costs for maintaining (including leasing costs) and operating the streetlights shall be transferred to the City and GV shall have no additional obligation for street lighting costs along Doran Drive or Edge Drive. The Roads shall be designed, located and constructed in accordance with the Final Engineering Plans approved hereunder and shall consist of two different design segments as aforedescribed. In consideration of the City's contribution, GV agrees to convey to the City that portion of the Roadways located on the Property as depicted on the Final Engineering Plans, along with all related improvements thereon and thereunder. All such land conveyances shall be by a recorded deed and be free and clear of all encumbrances. Conveyance of improvements shall be by bill of sale and free and clear of all liens. The deed of conveyance (as the case may be) and bill of sale shall be in a form acceptable to the City Attorney, (d) Construction of Stormwater Improvements. GV has designed the Project so that all stormwater retention and /or detention improvements for the Property, together with drainage from the roadway improvements to be located adjacent to and /or within the Project, are located offsite at the City -owned wet detention pond located behind City Hall (the "Pond "). GV may design and construct culverts and drainage pipes so that all stormwater drains into the aforesaid Pond in accordance with City and SJRWMD criteria and standards. The City acknowledges that the Pond, as constructed, has sufficient capacity to accommodate stormwater runoff from, the Project. The City will grant such easements as are reasonably needed to insure that the Project has the perpetual right to drain into said Ponds. 3 (e) Town Center Code Special Exceptions (Waivers). Based on the depictions and dimensions set forth in the Final Engineering Plans, and GV's agreement to the terms and conditions set forth in this Development Agreement, the City Commission hereby grants the following special exceptions (waivers) to the Town Center District Code Said special exceptions (waivers) are granted pursuant to the special exception criteria enumerated in Section 20- 321(c) of the Town Center District Code; (1) The green strip required by section 20- 325(c)(5), Town Center District Code, for Edge Drive is not required. (2) The building and parking garage in excess of 20,000 square feet is hereby approved in accordance with section 20- 324(9), Town Center District Code. (3) The block size and block face of Doran Drive are hereby approved in accordance with section 20- 324(11), Town Center District Code. (4) The finish floor elevation of the club house and buildings shall be substantially in accordance with the Final Engineering Plans and as depicted on Exhibit `B," some of which are below 24" inches as required by the Town Center District Code. (f) Trash/Refuse Pick -up. Trash and refuse service shall be provided by the City's approved waste hauler (currently WastePro) at designated dumpster areas depicted on the Final Engineering Plans. (g) Mandatory On -Site Management of Property; Future Condominium Conversion. GV shall be required to employ an appropriate number of on -site personnel, or an on -site management company that will be responsible for managing the day -to -day leases and tenant needs in a manner that is commonly accepted in the local residential rental market for luxury apartments. GV shall also be responsible for maintaining, in good condition and in compliance with any and all applicable City property maintenance codes, any and all common areas, landscaping, entrance signs, walls, fences, recreational areas, and stormwater facilities. associated with the Project, However, in the event that GV desires to convert the Project into a condominium in the future, GV shall be required to first seek the reasonable approval of the City in accordance with the City's subdivision of land and other City Code requirements including, but not limited to zoning /building/fire code requirements which will not be unreasonably withhold. If the conversion is approved by the City, GV shall form a mandatory condominium association (the "Owners Association ") for purposes of managing the day -to -day condominium owner needs and maintaining any and all common areas, the parking garage, landscaping, entrance signs, walls, fences, recreational areas, and stormwater facilities associated with the Project. GV will file a Declaration of Condominium, (the "Declaration ") among the Public Records of Seminole County, Florida to evidence the formation of the Owners Association and establish its rights, duties and obligations. The Declaration shall be in a form reasonably acceptable to the City Attorney and, shall require the Owners Association, and the members thereof, to be bound by the 4 terms and conditions of this Agreement. (h) Levels of Service. The City acknowledges that the "Levels of Service" (e.g. water, sewer, wastewater, solid waste, roads, traffic, and parks) located in the vicinity of the Property are sufficient to accommodate the Project. GV has received documentation from the Seminole County School District confirming that school capacity is sufficient to accommodate the Project. Accordingly, the proposed Project complies with the City's concurrency requirements, if any. (i) Recreational Area. GV shall provide and maintain a recreational area within the Project as shown on the Final Engineering Plans and will further have a meeting place for tenants and the condominium association if the Project is converted into a condominium pursuant to paragraph 3(g) of this Agreement. (j) Parking Spaces. As reflected on the Final Engineering Plans, the Project will provide at least 435 parking spaces (including handicapped spaces required by code) on the Project site. In addition, GV shall provide 54 perimeter parking spaces along Edge Drive and Doran Drive unless otherwise determined in writing by the City Manager. No additional parking spaces are required. (k) Landscape Plans. Landscaping shall be installed and maintained in accordance with the landscape plans approved by the City Commission. In addition, to the standard Arbor Permit Fee, GV shall make a contribution to the City's tree bank in the amount of $1,000.00 ($500.00 each x two specimen trees) to partially offset the loss of tree canopy value to the City caused by the removal of existing trees located on the Property, said contribution shall be used to purchase and install trees and landscape material within the Town Center. (1) Impact Fees. For this Project, the City hereby agrees to freeze (not increase) current Police, Fire, Parks and Recreation and Transportation City impact fees until December 31, 2013. The current City impact fees for residential units are as follows: City transportation ... $2,224 per unit Parks ... $1,200 per unit Police ... $356 per unit Fire ... $700 per unit Water ... $522 for 1 -2 bedroom units; $609 for 3+ bedroom units and the clubhouse Sewer ... $2,065 for 1 -2 bedroom units; $2,478 for 3+ bedroom units and the clubhouse (m) Grills and Fire Places on Balconies, The use of barbeque grills and fire places on or near the balconies of the units shall be strictly prohibited hereunder and by management personnel employed by GV under paragraph (h), 4. Representations of the Parties. The City and GV hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms 5 and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement will, when title to the Property is vested in GV and /or its designated assignee and when duly executed and delivered by the City, then this Agreement will be recorded in the Public Records of Seminole County, Florida, and will constitute, a legal, valid and binding obligation enforceable against the parties hereto and the Property in accordance with the terms and conditions of this Agreement. GV represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. 5. Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and GV and their respective successors and assigns including, but not limited to, any future Owners' Association that may be formed if the Proj ect i s converted into a condominium and the members thereof. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 6. Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida, Venue for any state court action shall be Seminole County, Florida, and Orlando, Florida for any federal court action. 7. Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 8. Entire Agreement. This Agreement supersedes any other agreement, oral or written, and contains the entire agreement between the City and GV as to the subject matter hereof. 9. Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 10. Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 11. Recordation. This Agreement shall be recorded in the Public Records of Seminole County, Florida. 12. Relationship of the Parties. The relationship of the parties to this Agreement is contractual and GV is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 13. Sovereign Immunity. Notwithstanding. any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under Section 768.28, or other limitations imposed on the City's potential 6 liability under state or federal law. As such, the City shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). This paragraph shall survive termination of this Agreement. 14. City's Police Power. GV agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 15. Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 16. Third Party Rights. This Agreement is not a third party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 17. Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 18. Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. 19. Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve GV or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if GV is in breach of any term and condition of this Agreement. 20. Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if GV fails to receive building permits and substantially commence construction of the Project within three (3) years of the effective date of this Agreement. If the City terminates this Agreement, the City shall record a notice of termination in the public records of Seminole County, Florida. 21. Termination of Previous Development Agreement. The parties agree that the Previous Development Agreement between the parties is hereby terminated and shall no longer be in effect. The parties shall have no further obligation under the Previous Development Agreement. 7 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Charles Lacey, Mayor ATTEST (SEAL): Date: By: Andrea Lorenzo - Luaces, City Clerk WITNESSED BY: Print Name: Print Name: 8 APPROVED AS TO FORM AND LEGALITY. For the use and reliance of the City of Winter Springs, Florida only, By: Anthony A. Garganese, City Attorney GRANDEVILLE AT WINTER SPRINGS LLLP By: WINTER SPRINGS TOWN CENTER, LLLP, a Florida limited liability limited partnership (its sole general partner) BY: MORGAN WINTER SPRINGS GP, LLC, General Partner By: Robert Morgan, Manager Print Name: Print Name: STATE OF FLORIDA COUNTY OF SEMINOLE BY: WSTC, LLLP, a Florida limited liability limited partnership, General Partner BY: WSTC, INC., a Florida corporation By: Frank Grosch, Vice President The foregoing; instrument was acknowledged before me on this day of , 2013 by Frank Grosch as Vice President of WSTC, INC., a Florida corporation, the sole general partner of WSTC, LLLP, a Florida limited liability limited partnership, which entity is a co- general partner of WINTER SPRINGS TOWN CENTER, LLLP, which entity is the sole general partner of Grandeville at Winter Springs Limited Partnership on behalf of said entity. He is personally known to me. NOTARY PUBLIC, STATE OF FLORIDA Print Name: My Commission expires: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing; instrument was acknowledged before me on this _ day of , 2013 by Robert Morgan as Manager of MORGAN WINTER SPRINGS GP, LLC, the co- general partner of WINTER SPRINGS TOWN CENTER, LLLP, on behalf of said entity. He is personally known to me. My Commission expires: NOTARY PUBLIC, STATE OF FLORIDA Print Name: 9 Exhibit "A" LEGAL DESCRIPTION A PORTION OF BLOCK 28, D.R. MITCHELL'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 434, 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 18'35'03" WEST FOR 208.35 FEET: (2) SOUTH 15'24'50" EAST FOR 106.82 FEET: (3) SOUTH 29'08'42" 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 SANFORD 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. SAID LANDS CONTAINING 4.78 ACRES MORE OR LESS. SUBJECT TO EXISTING EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESERVATIONS AND RESTRICTIONS OF RECORD, IF ANY. Exhibit "B" "FINISH FLOOR" MEANS TOP OF CONCRETE FLOOR SLAB ELEVATION INSIDE THE BUILDING. "EXTERIOR GRADE" MEANS THE GRADING ELEVATION OUTSIDE OF THE BUILDING LINE, EXCLUDING THE COURTYARD; THE GRADING ALONG THE COURTYARD PERIMETER SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. "UP TO" MEANS THE MAXIMUM ELEVATION OF THE EXTERIOR GRADING TO MAINTAIN THE 24" DIFFERENTIAL BETWEEN BUILDING INTERIOR AND EXTERIOR; REGARDLESS, AT ALL DOOR OPENINGS THAT CONNECT THE BUILDING INTERIOR AND EXTERIOR, THE EXTERIOR GRADE SHALL BE AT THE SAME LEVEL AS THE "FINISH FLOOR." FINISH FLOOR AT 50.00 EXTERIOR GRADE UP TO 48.00 FINISH FLOOR AT 50.00 EXTERIOR GRADE LESS THAN 24" BELOW FINISH FLOOR FINISH FLOOR AT 49.00 EXTERIOR GRADE UP TO 49.00 FINISH FLOOR AT 100' -0" = 49.00 FLOOR TRANSITIONS 2.50' GRADE DIFFERENTIAL (IN FEET) BETWEEN INTERIOR FINISH FLOOR (ELEV. 50.00) AND EXTERIOR FINISH GRADE .\ 2.92' 2.33' -1.88' 1.59' 1.42' 1.15' Attachment "E" CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 6, 2013 PAGE 7 OF 9 PUBLIC HEARINGS 503. Community Development Department — Planning Division The Community Development Department - Planning Division Requests The Planning And Zoning Board/Local Planning Agency Hold A Public Hearing For The Approval Of The Final Engineering Plan 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 State Road 434. Mr. Howell presented the Agenda Item for discussion, and referred to the proposed rendering that has been approved last year. Continuing, Mr. Howell pointed out, "There are several minor technical comments outstanding from the City Engineer for this project. The comments are very minor in nature and they will be required to being satisfied prior to this item being presented to the City Commission for Final Approval. The Applicant is requesting three (3) Special Exceptions from the Town Center District Code." Mr. Howell then reviewed the requested Special Exceptions. Concluding his presentation, Mr. Howell added, "In evaluation of the three (3) Special Exception requests, it appears that each request satisfies the five (5) specific criteria required for Special Exceptions in the administrative section of the Town Center District Code. In addition, the Applicant has requested to enter into a Development Agreement. This Agreement will be presented to the City Commission for approval." Mr. Howell then noted that "Staff recommends approval subject to the satisfaction of the open comments." Mr. Chad Hochuli, Project Supervisor, LeCesse Development Corporation, 650 South Northlake Boulevard, Suite 450, Altamonte Springs, Florida: said "I believe that you have seen the Aesthetic Plans, you've seen all of the Conceptual Plans and we are on the cusp of getting this thing going; and we're excited and happy to be a part of the community." Discussion. Chairman Poe asked for clarification that "All vehicular access was going to be off of Edge Drive "; to which Mr. Hochuli stated, "That's correct. Other than we do have fifty - four (54) offsite parking spaces that are dedicated to the site along Doran Drive - those parallel parking spaces that create that whole Town Center feel." Chairman Poe then inquired about the number of parking spaces per unit. Mr. Hochuli stated, "I believe it comes out to two to 1 (2:1) maybe a little bit less. I can give you that exact... Mr. Howell added, "...I believe there is over four hundred spaces." Board Member Walker asked, "How many are in the garage ?" Mr. Hochuli responded, "435 spaces." E- 4 D CITY OF WINTER SPRINGS, FLORIDA DRAFT MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING - FEBRUARY 6, 2013 PAGE 8 OF 9 With additional comments on the project and design, Mr. Hochuli added, "We're going to have — your typical clubhouse amenities, with pool, cyber cafe, and our business center as well." Vice Chairman Henderson asked, "Are you finishing Edge Road, all the way to the parking lot ?" Mr. Hochuli responded by saying, "That's correct; and we're also finishing and redoing that whole road 725 lineal feet from - the Clubhouse all the way up to the High School and Edge Drive; and that will be dedicated to the City, once it's complete." Board Member Philips referenced a payment of two hundred thousand dollars ($200,000.00). ") and Mr. Hochuli pointed out, "That is the City to the Developer, but it's basically it's a partnership. We're using the City retention pond, we're tying into that and for that - we discussed the opportunity since we're there, we might as well build that road and that's part of that two hundred thousand [dollars] ($200,000.00)." After further brief comments, Mr. Hochuli explained, "It's part of that whole agreement to build that 725 feet plus the Edge Drive; and we decided to split the cost and that's roughly what it came out to be, is the two hundred thousand [dollars] ($200,000.00)." Chairman Poe opened "Public Input" for this Agenda Item. No one spoke. Chairman Poe closed "Public Input ". "I WILL MAKE THAT MOTION TO APPROVE, WITH THE CONDITION THAT ALL THOSE CAVEATS THAT THE STAFF HAS OUTLINED, ALSO BE MET." MOTION BY CHAIRMAN POE. SECONDED BY VICE CHAIRMAN HENDERSON. DISCUSSION. VOTE: BOARD MEMBER CASMAN: AYE BOARD MEMBER WALKER: AYE VICE CHAIRMAN HENDERSON: AYE BOARD MEMBER PHILLIPS: AYE CHAIRMAN POE: AYE MOTION CARRIED. REGULAR AGENDA REGULAR 600. Not Used