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HomeMy WebLinkAbout2011 01 05 Public Hearing 501 Winter Springs Village; Special Exception, Aesthetic Review, Final Engineering, Development Agreement Planning & Zoning Board AGENDA Consent Informational ITEM 501 Public Hearing X Regular January 5, 2011 // Mgr. / Meeting Authorization REQUEST: The Community Development Department requests the Planning and Zoning Board review the information presented in this agenda item and consider four (4) requests for the proposed Winter Springs Village: (1) the special exception requests, (2) the aesthetic review, (3) the final engineering/subdivision plan, and (4) the development agreement. SYNOPSIS: The purpose of this agenda item is for the Planning and Zoning Board to consider all the information as a basis for recommendations for the special exceptions, aesthetic review, final engineering/subdivision plan, and development agreement for 252 residential units (59 estate homes, 134 bungalows, and 59 townhouse units), a clubhouse, a community garden site, park/recreational areas, trail access, and a portion of Michael Blake Boulevard in the 40 acre Winter Springs Village development within the Winter Springs Town Center. The site is located along the east side of Tuskawilla Road, south of St. Johns Landing development (St. Johns Landing and Tuskawilla Trace are not part of the Town Center). CONSIDERATIONS: LAND USE, ZONING DESIGNATION, ETC.: Zoning: Town Center Future Land Use Designation: Town Center APPLICABLE REGULATIONS & OTHER CONTROLING FACTORS: Florida Statutes Comprehensive Plan Chapter 9, City Code Chapter 20, City Code Early Work Permit Schrimsher Development Agreement January 5, 2011 PH Item 501 Page 2 CHRONOLOGY: • July 2, 2004 — Preliminary Engineering/Subdivision Plan received • August 9, 2004 — Concept Plan approved by City Commission • September 27, 2004 — Revised Concept Plan approved by City Commission • August 28, 2006 — Aesthetic Review approved by City Commission • September 25, 2006 — Early Work Permit sent back to staff for further review • November 13, 2006 — Early Work Permit approved by the City Commission • December 11, 2006 - Final engineering/subdivision plan and DA approved • May 14, 2007 — Concept Plan Revision #3 approved by the City Commission • April 28, 2008 — Site Development Permit Agreement approved by the City Commission • May 18, 2010 — Staff Review of latest Concept Plan Revision • May 24, 2010 — Commission renewed the Early Work Permit for the Property • August 9, 2010 — Commission approved the Early Work permit subject to conditions BACKGROUND AND OVERVIEW: The recently cleared 40 acre site is located along the east side of Tuskawilla Road, south of St. Johns Landing, and north of Wetland Park. The presently unimproved equestrian portion of the Cross Seminole Trail immediately abuts the northern site boundary. The subdivision plan includes a segment of Michael Blake Boulevard, which, when completed, will serve as a collector roadway with an eventual traffic light at its intersection with SR 434. A final engineering/subdivision plan, aesthetic review, and development agreement was approved in 2006, for 408 townhouse units (the 2004 concept plan had 436 units), but the development agreement required to memorialize the code deviations in the subdivision plan and aesthetic review was never executed and recorded. The site is subject to the Town Center provisions of the comprehensive plan (Future Land Use Element), the existing Schrimsher Development Agreement, and the Town Center Code (sections 20 -320 through 20 -327 of the City Code). DEVELOPMENT AGREEMENT: A development agreement is currently under review by the City Attorney and will be modified as needed to incorporate on -going negotiations with the adjacent St. Johns Landing Homeowners Association and the City as well as any deviations approved via the Special Exception process. TREES & LANDSCAPING: An early work permit for the site was approved by the City Commission on August 9, 2010 and was conditioned upon the payment of all standard arbor permit fees as well as an additional payment of $39,000 to the City's tree bank to partially offset the loss of tree canopy value. The applicant also provided security to the City in the amount of $140,000 to be used for a site restoration program in the event that the applicant defaults under the terms of the agreement. January 5, 2011 PH Item 501 Page 3 LISTED SPECIES: The applicant provided a Wildlife Assessment Report from a third party consultant for the subject property. The report found no plant species listed by either the state of federal agencies present on the site during the assessments. One (1) species was identified that was listed as "commercially exploited" by the Florida Department of Agriculture and Consumer Services. The harvesting of this species, cinnamon fern, for commercial gain is not allowed. However, the listing of this species poses no restrictions towards the development of the subject property. Several birds, mammals, reptiles and amphibians were identified during the evaluation. None of the species identified are listed in the Florida Fish and Wildlife Conservation Commission's official list of Florida's endangered species, threatened species, or species of special concern. Two (2) Bald Eagle nests were identified within proximity of the subject site. One nest is located approximately 2,300' to the southeast of the subject property and one nest is located approximately 5,300' to the west of the property. As such, no restrictions will be imposed on the subject property in relation to required eagle nest buffer zones, which extend only to 660' from the nest itself. STORMWATER Onsite stormwater runoff is collected and routed into three onsite wet detention ponds for stormwater treatment and flood attenuation. Pond 1 is located in the northern area of the property, Pond 2 is near the southern end, and Pond 3 is centrally located adjacent to the parcel shown for the future clubhouse / pool area. The ponds have outfall pipes that discharge at two locations on the east side of the property into the existing wetlands and eventually to Lake Jesup. The stormwater system has been designed in accordance with the applicable City and St. John's River Water Management District ( SJRWMD) Standards. SJRWMD has issued an Environmental Resource Permit for the project. The construction impacts 2.42 acres of wetlands and 0.41 acres of surface waters. These wetland and surface water impacts were previously authorized by SJRWMD and have been mitigated. TRAFFIC Meritage's traffic engineering consultant has submitted a traffic impact study for the project, which after several rounds of review has been approved by Staff. The traffic study updates the traffic study previously approved for the Sonesta Pointe project on this property in December 2006, when the project consisted of a 400+ unit all - townhome development. Winter Springs Village is estimated to generate 2,310 daily trips, with 479 trips in the AM peak hour and 229 trips in the PM peak hour. The traffic study indicates the primary roadway segments impacted by the project (S.R. 434 and Tuskawilla Road) currently operate at an acceptable level -of- service per the City's Comprehensive Plan and will continue to do so at project buildout. The major intersections impacted by the project (S.R. 434 at Tuskawilla Road and S.R. 434 at Doran Drive) currently operate within their adopted level -of- service and will continue to do so at project buildout. Michael Blake Boulevard ( "MBB," formerly known as Spine Road) is a proposed City collector road that runs from S.R. 434 (approximately 970 feet east of Tuskawilla Road) north across the Cross - Seminole Trail and then adjacent to the east side of Winter Springs Village until it connects to Tuskawilla Road. The traffic study indicates that MBB is not needed to maintain January 5, 2011 PH Item 501 Page 4 minimum level -of- service standards for the impacted roadway segments and intersections. However, there are a number of reasons to support construction of MBB early on in the development of Winter Springs Village that are not captured in a quantitative traffic analysis, including: • Relief from instantaneous peak traffic flows from the high school and other events • Improved emergency access to area properties • Provides alternative access to SR 434 when Tuskawilla Road is closed for special events • Enhances economic development of the Town Center east of Tuskawilla Road • MBB is a key component of the City's Town Center Master Transportation Plan The segment of MBB from Tuskawilla Road to the Cross - Seminole Trail will be constructed as part of Winter Springs Village. Meritage has committed to building this segment before any units are issued certificates of occupancy. The MBB segment from the Cross - Seminole Trail to S.R. 434 is a City project and the right -of -way was acquired in November 2010. Staff is proceeding with the final design and permitting for the City segment of MBB with the intention of being prepared to start construction in mid -2011 with completion by the end of 2011. UTILITIES Winter Springs Village will connect to City water and sanitary sewer services, and the City has adequate plant and system capacity for both water and sewer. The Winter Springs Village water system connects to the existing 8 -inch water main in Tuskawilla Road at several locations. In addition to the proposed onsite water mains, services, and fire hydrants, a new 12 -inch water main will be installed along Michael Blake Boulevard and will terminate at the south side of the Cross - Seminole Trail. This water main is being oversized (from 8- inches to 12- inches) to provide additional capacity (at the City's expense) for future development(s) in the area. A sanitary sewer lift station is proposed at the southeast corner of the property. A sanitary sewer force main is proposed from the lift station to Michael Blake Boulevard and then south along the Michael Blake Boulevard right -of -way to S.R. 434 where it connects to an existing force main. SITE GRADING In the pre- development condition the Winter Springs Village site slopes from west to east towards Lake Jesup from a high elevation of approximately 31.0 (NAVD 88) near Tuskawilla Road to a low of approximately 11.0 at the southeast corner of the property. The Winter Springs Village site requires a substantial amount of fill due to the project's density, layout, high groundwater table, and the Town Center Code requirement for residential first floors to be elevated a minimum of 24- inches above the adjacent sidewalk elevation. The grading plans show residential finished floor elevations ranging from 2 to 11 feet above the existing grades, with the units requiring the most fill generally being the estate lots located along the northern and eastern property boundaries. The site does not fill in any portion of the 100 -year floodplain associated with Lake Jesup, which has a base flood elevation (100 -year) of 9.0 (NAVD 88), which is below the lowest onsite elevation. MICHAEL BLAKE BOULEVARD (MBB) (aka: Spine Road): The applicant has agreed to construction MBB from Tuskawilla Road southward to the southern side of the Cross Seminole Trail in exchange for transportation impact fee credits. In addition, the applicant will construct an unpaved trail along the Wetland Park side of this roadway. This January 5, 2011 PH Item 501 Page s construction will be in conjunction with the various phases of the project. Completion of this portion of MBB will enable the City to move toward construction of the remaining link from the Cross Seminole Trail southward to the SR 434 right -of -way. FENCES/WALLS/HEDGES: Numerous meetings have occurred between the applicant, the City and representatives of the St. John's Landing Homeowner's Association. The applicant has agreed to construction a 6 -foot high decorative fence along the rear of estate lots 1 through 18 as a concession to the concerns of the St. John's Landing HOA. COMPREHENSIVE PLAN: Policy 5.2.8 of the Future Land Use Element prohibits service areas from being located in front yards and requires that they not be visible from public rights -of -way or squares, parks, or primary spaces. The grouping of bungalows around the pond areas has garages that are accessible from alleys along the pond side of the lots. There is some concern that the garages might be considered "service areas" and, therefore, the applicant has proposed landscaping, to be maintained by the Homeowner's association, as a buffer of the lower floor (garage area) of these units such that they are not visible from across the ponds. SCHRIMSHER AGREEMENT: The existing Schrimsher Agreement that was executed in 2000 called for certain parks areas to be set aside as part of the development of the subject property. Those areas are as follows: • Lake Trail Park 0.85 acres • Neighborhood Park #2 0.45 Acres • Neighborhood Park #3 0.44 Acres 1.74 acres total The proposed plan contains the following: • Lake Trail Park 1.14. acres • Neighborhood Square 0.19 acres • Neighborhood Square (excluding pond) 0.47 acres 1.80 acres In addition, the plan also includes the following public recreation amenities: • 10' wide walking trail along Road "A" (2,340 LF) • 6' concrete sidewalk connecting the subject project south to the existing sidewalk January 5, 2011 PH Item 501 Page 6 • 6' concrete sidewalk connecting to the terminus of the St. John's Landing sidewalk in the Tuskawilla Road right -of -way CODE DEVIATIONS: The site plan and its associated aesthetic review plans, require consideration of deviations from the code. This is not unusual for developments, particularly within the Town Center. It was acknowledged that there would likely be additional items listed in the DA to accommodate the site plan and aesthetic review. Staff typically works with the City's consultant and the applicant to determine whether or not a code deviation request is acceptable within the context of a specific proposed development. The objective is to be flexible where it necessary, without compromising important Town Center components or setting bad precedents. I. SPECIAL EXCEPTIONS: Section 20 -321— Requirements for Special Exceptions The following questions are to be considered when reviewing a special exception request: 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. The proposed development contributes and improves the Winter Springs Town Center by providing more residential development along the eastern edge of the Town Center that will support the existing commercial development in the Town Center as well as assist in creating the "nexus" of uses necessary for an active and robust lifestyle within the District. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center. The proposed development will provide residents within easy walking distance of the existing Town Center merchants and will help provide a favorable effect on the local economy. Please refer to the attached Economic Impact Analysis. c. The proposed development abides by all rules in this code other than those specially excepted. The proposed plan has several special exceptions as listed in this agenda item. These special exceptions are the result of life safety issues as well as the attempt to work with the adjacent homeowners to create the transition area near the edge of the Town Center District. January 5, 2011 PH Item 501 Page 7 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 Master Plan. The proposed development has met a number of additional requirements relative to the commission discussions about transition areas and meeting with affected property owners. The plan is not detrimental to the intent of the Town Center Master Plan and carries forward that intent in this section of the District. The following are the special exceptions being requested by the applicant. 1. Rear - loaded alleys Sec. 20-324 (2) requires rear loaded alleys to minimi7 curb cuts and to provide access to parking and service areas behind buildings. Rear loaded alleys, in conjunction with on -street parking provide for a safer and more pedestrian - friendly environment and typically utilize less pavement area than front loaded garages and driveways. Alley requirements may be waived by the DRC (City Commission) for access to detached single family residential lots greater than fifty -five (55) feet in width in situations in which proper streetfront orientation, pedestrian circulation, and parking can still be accomplished. The proposed estate lots have been incorporated into the plan as part of the creation of a "transition area" along the edge of the Town Center District and adjacent to the St. John's Landing development. The requested deviation allows for the estate lots to be graded down to existing grade in the rear instead of placing an alley along the property line and adjacent to the existing single family homes in St. John's Landing. The 50 -foot wide lots assist in keeping the density higher in pursuit of the density goal of 7 units per acre in the Town Center. The blocks associated with the estate lots are not typical blocks in the Town Center as they do not have streets on all sides but, instead, back up to an undeveloped trail right -of -way. Three points of access have been provided for trail access through the estate lots. Staff response: Staff can support this request because of the intent to create a transition area along the edge of the Town Center District. 2. Garage setbacks Section 20 -324 (e) requires garage doors to be positioned no closer to the street, squares, or parks than twenty (20) feet behind the principle plane of the building frontage. The proposed estate homes have the garage doors positioned twenty (20) feet behind the front plane of the front porch. The principle plane of the building frontage has been determined to mean the front wall before entering an interior space. However, the front porches are integral to the house structure with roofs and raised finished floors. The purpose of the 20 -foot setback is to hide the cars that might be parked in the driveways. The integrated, elevated porches serve to partially block these cars. Again, this deviation is integral to the elimination of the rear - loaded alleys along the edge of the Town Center District and the creation of the aforementioned transition area. January 5, 2011 PH Item 501 Page Staff response: Staff can support this request because of the intent to create a transition area along the edge of the Town Center District. 3. Corner curb radii greater than 15 feet (40', 25' & 22'). A turning radius of 15' does not accommodate a school bus or most emergency vehicles. The applicant therefore respectfully requests a Special Exception. This exception is supported by the City Engineer. Staff responses: Staff recognizes that curb radii sometimes need to be made larger to accommodate fire truck turning radii (in this situation). Tight curb radii are important to creating and maintaining a walkable environment because they slow motor vehicle turning which improves bicycle and pedestrian safety - they should be provided within the Town Center wherever reasonable and applicable. Staff can support this request because of the life safety issues involved in assuring that emergency response vehicles have adequate access to the residential units. H. AESTHETIC REVIEW: The submittal requirements for aesthetic review are set forth in Section 9-605 and include the following: (a) a site plan; (b) elevations illustrating all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Each aesthetic review criteria is listed below, followed by staff comments in bold print. The City Commission may approve, approve with conditions, or disapprove the application only after consideration of whether the following criteria have been satisfied: (1) The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The plans and specification of the proposed project are harmonious as related to the internal development of a Town Center residential project. Because this property is located along the edge of the Town Center District, there have been some modifications to the plan in response to negotiations with the adjacent HOA to create a transition area particularly in the area of the estate homes. The aesthetic quality of the buildings is consistent with the Town Center code except as listed in the requested Special Exceptions. January 5,2011 PH Item 501 Page 9 (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. No other more recent site plans have been submitted in this immediate area. The proposed project represents a very positive addition to the surrounding area. On- going negotiations with the existing St. John's Landing HOA have resulted in the addition of several items that assist in the transition from the Town Center style development/architecture to the more suburban style of St. John's Landing. (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: (a) Front or side elevations, (b) Size and arrangement of elevation facing the street, including reverse arrangement, (c) Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. The proposed project is located at the edge of the Town Center District and is incorporating fencing and some deviation requests to transition from the Town Center development to the existing suburban style development located to the north of the subject site. The architecture of the project is in keeping with the Town Center code. (4) The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The proposed project is located at the edge of the Town Center District and is incorporating fencing and some deviation requests to transition from the Town Center development to the existing suburban style development located to the north of the subject site. The architecture of the project is in keeping with the Town Center code. (5) The proposed project is consistent and compatible with the intent and purpose of this Article, the Comprehensive Plan for Winter Springs, design criteria adopted by the city (e.g. Towne Center guidelines, SR 434 design specifications) and other applicable federal state or local laws. The Winter Springs Village aesthetic plan is consistent and compatible with the intent and purpose of the Comprehensive Plan and other applicable regulations, except as noted under the requested deviations. January 5, 2011 PH Item 501 Page 10 (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite- resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of these features in an appropriate and tasteful manner. III. SITE PLAN: The site plan is consistent with the comprehensive plan and the City code, except as noted. The Code issues have been listed for special exceptions. FINDINGS OF FACT: 1. The 40 acre Winter Springs Village site is within the City of Winter Springs. The site has a Town Center Future Land Use designation and zoning. 2. The Commission approved an early work permit for the property on August 9, 2010. 3. Central potable water, sanitary sewer, and reclaimed water are available to the site from the City. 4. The aesthetic review and site plan are consistent with the comprehensive plan, except as noted. Except as noted for special exceptions, the plans are consistent with the City Code. 5. Certain special exceptions have been requested as part of on -going dialogues with the adjacent HOA and with an intent to create a "transition" to the existing development to the north (St. John's Landing). FISCAL IMPACT: An Economic Impact Analysis is included with this agenda item as Attachment C. The City's Finance Director has reviewed this analysis and, based upon the information provided, is of the opinion that this project will yield a positive economic impact on the City of Winter Springs. COMMUNICATION EFFORTS: This Agenda Item has been forwarded to the Planning and Zoning Board members, City Manager City Attorney /Staff; and is available on the City's Website, LaserFiche, and the City's Server. Additionally, information related to this Agenda Item has been sent to media/press representatives who have requested Agendas/Agenda Item information, all Homeowner's Associations on file with the City, all individuals who have requested Agendas/Agenda Item information, Department Directors; and also 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. 1. A substantial and conspicuous sign has been erected at the site to notice the public hearing and property owners within 150 feet of the site have been notified by mail in addition to the postings by the City Clerk's office. January 5, 2011 PH Item 501 Page 11 2. All previous meetings relating to the project have been advertised in accordance with City policy including the concept plan approval and the Early Work permit. 3. Both the applicant and the City have had several meetings with the adjacent developments of Tuskawilla Trace and St. John's Landing, both the HOA representatives as well as individual homeowners. These meeting shave resulted in the addition of several elements to the plans as well as accommodations to create a transition area adjacent to the St. John's Landing development. 4. The following is a listing of the additional meetings held relative to this project: • Concept Plan Approval (City Commission) — 6/14/2010 • Final Engineering Plans submitted — • Early Work Approval (City Commission) — 8/9/2010 • Notices to HOA regarding site work — 9/24/2010 (Tuskawilla Trace and St. Johns Landing) • Pre - Construction Meeting with City — 9/27/2010 • Site Work Commencement — 10/6/2010 • Meeting with Tuskawilla Trace HOA — 11/3/2010 • Meeting with St. Johns Landing HOA — 11/11/2010 • Meeting with Town Center Businesses — 11/12/2010 • Meritage offer of draft MOU to SJLHOA — 11/19/2010 • Meeting with City and SJLHOA — 12/8/2010 RECOMMENDATION: Staff recommends that the Planning and Zoning Board recommend that the City Commission approve the Winter Springs Village development as follows: 1. Special exceptions; to be memorialized in the DA that will go to the City Commission 2. Aesthetic review 3. Site plan ATTACHMENTS: A Final Engineering/Site Plan B Aesthetic Review Plans C Winter Springs Village Economic Impact Analysis Winter Springs Village - Economic Impact Analysis WINTER SPRINGS VILLAGE ECONOMIC IMPACT ANALYSIS I. Property Value and City Tax Revenue Average Size Average Price Average Sales Annual City Tax* Revenue Property Type Quantity (SF) Per SF Price (Value) (2.5814 MILS) Common Areas 1.8 Acres (A) $450,000.00 $1,133.28 Estates 59 2500 $96.00 $240,000.00 $35,660.54 Bungalows 133 1900 $102.00 $193,800.00 $64,912.77 Townhomes 60 1600 $105.00 $168,000.00 $25,385.47 252 $127,092.06 * Excludes Homestead Exemption Approximate Property Valuation at build -out: $50,465,400.00 II. New Household Economic Impact Estimated Annual Household Annual Household Proposed Homes Quantity Spending* Spending Estates 59 $16,672.16 $983,657.44 Bungalows 133 $15,464.00 $2,056,712.00 y Townhomes 60 $14,255.84 $855,350.40 252 $3,895,719.84 : ' Estimated Annual Household Spending in Town Center * $1,947,859.00 4 * (50% of Total Household Spending) tall y n Winter Springs Village - Economic Impact Analysis Average spending is weighted by estimated ratio of 2- person and 4(or more) - person households occuppying each unit type. Estates (30/70) Bungalows (50/50) Townhomes (70/30) III. Estimate of Household Expenditures Description Couples Families Average Source Food at Home $5,319.60 $9,074.40 $7,197,00 "Official USDA Food Plans: Cost of Food at Home, September 2010 ", Center for Nutrition Policy and Promotion Food away from Home $528.00 $429.00 $478.50 Household Operations $823.00 $1,800.00 $1,311.50 Household Supplies $825.00 $775.00 $ Table 671, "Average Annual Expenditures of All Consumer Units Household Furnishings $2,100.00 $2,456.00 $2,278.00 by Region and Size of Unit: 2007 ", U.S. Bureau of Labor Apparel & Services $1,848.00 $2,859.00 $2,353.50 Statistics, November 2008. Personal Care Products $650.00 $756.00 $703.00 Tobacco & Alcohol $350.00 $335.00 $342.50 Total Annual Spending $12,443.60 $18,484.40 $15,464.00 Total Annual Spending in Town Center $7,732.00 Note: 50% of Total Annual Spending IV. Total Estimated Direct Annual Economic Impact of Project: $2,074,951 This is the total of Annual City Tax Revenue + Annual Household Spending in Town Center V. Construction Impacts Methodology: In Central Florida the accepted methodolgy for estimating Construction Expenditures and Employees in Development of Regional Impact Applications is as follows: Step 1. Estimate Contruction Expenditures for Labor by taking 50% of total value of price of housing units and site work. Step 2. Divide Construction Expendures by Average Annual Salary for Construction Workers to estimate number of Construction Employees. Sources: (a) Meritage Homes: Estimate of total site work and vertical construction expenditures. (b) Average Annual Salary from Metro Economic Development Commission; Winter Springs Village - Economic Impact Analysis "Average Salary by Occupation, Orlando MSA, 2010 Wage Estimates" Step 1. Total value of site work and vertical construction = $55,015,400 $55,015,400 times 50% = $27,507,700 (Construction Expenditures for Labor) Step 2. $27,507,700 divided by $34,257.60 (Average Wage) = 803 Full Time Equivalents (FTE) Total Construction over 5 year = 803 FTE Estimated Average Construction Jobs in one year = 160 (rounded) Prepared by: CPC / Wadley Hanson, LLC AESTHETIC REviEw FOR AT TOWN CENTER CITY OF WINTER SPRINGS FLORIDA ADDENDUM SEPTEMBER 22, 2010 REviSED: Nov. 8, 2010 DEC. 6, 20 1 O PREPARED FOR: Merits eHomes PREPARED BY: 4 CARNAHAN • PROCTOR • CROSS 14 East Washington . Orlando, FL 32801 . w .camahan- pro[torxom Phone! (487)843.4863 Fax (407) 367.2106 E% Wintv,r Springs Villeigg. TOWNHOME APPROVED PLAN PRO %N\x N 1 He xiE { ANTAGE Body: PhaY Grey 4111 Custom Color Scheme #2 Thm: Tailored Linen 116.1 Accent Black Mepia 61 &7 P PITTSBURGH' PAINTS l/ANTAGE Custom Color Scheme #4 T-1c: Ta11— dLlaea I16 -1 body. nappy. .16.4 Aaera: Submadrr 56y� n PITTSB IIRGH PAINTS p �,r� r� HOME ICI ANTAGE Body: erictlecane 5235 Custom Color Scheme #6 1 How VLSI VANTAGE Accent: Black Magic 516-7 Q Meritage P PIT PAINTS Homes® Custom Color Scheme #11 Tm: e111 -QfPeed 513 Botly: Earthy Ocher 315 -5 Ar�crt. tnvered Bridge 422 -7 PITTSBURGH 1'11'' PAINTS R Wintjzr §prin8s V Mr , Nr Ews nSTATE HOMES PERSPECTIVE DAVIS VIS BEW I= uu mu mu um um mi um um � li� � +t lf- I v mn nll -- � — �I nnrrl7 .. R DAVIS Sews DESIGN GROW P iwl �u _ - F Ilnm mii um mu mu nm mi uu - y fum mii uui um mu mi iiui mi �, Wintlzr Springs Villagiz ESTATE HOMES STREETSCAPE Wirth S rir� s Villeigiz p � nnvissews ESTATE HOMES FLOOR PLAN & ELEV ATIONS - 2253 ❑MGN GMvp Wintg.r §prings V DAVIS SEWS ESTATE HOMES ELEVATIONS -2253 DESIGN GROUP f Winter §prings V DAVISBEws ESTATE HOMES ELEVATION -2253 DESIGN GROVP u ron 9' P \AR L DOCEMORM �IQ MAIN FLOOR 1568 S.F. VWIY�Id D�Gi LMID9t" 692 S.F. TOTAL LIVING 2260 S.F. ¢� DRYER cHBIE FR'A9 tan vEM ABV. g'4• ta11 Wi1B1ffP.FG Y , A ; IIP At a' -m' LANAI 152 S.F. PORCH 319 S.F. TOTAL SQ. FT, 3119 SR LI JL °P_'ff9 GR L r RuwE➢ .-D f B' -H" aBxbB II'm" 9 -f MT aL TILE aK W �e �� OO DINING _ I � - MASTER SUITE m a -f Mr Rc 3'J1' 3t° --- - - - - -J °� :° H FRONT PORCH 9' -9' U. HT. I W-47 UT ac. � - - - -- � a T T T Sidl I IEIDEIT a RI HDdi� 9EW Ai � �aR. E LEI ---- - - - - -- ---- - - - - -- 16 %l Bra � reuu>E �9 P uwTS IT m — s15 a �wlm rtarzamrE — — — - LEW UI N G ROOM n GARAGE e � IP -05a' -0' M c- .'RT.xr.ur. __— ___ —__= o m 101-e LANAI EI '- m - P -� T ¢G 4 R 'tl9'4 HT. 6m Zm I e ® - MR eaum I - I m E r p O I o 0 M a ML m Hp. Ai B'm' iDM HP. AT B' -f' wiatttn', FS, Vq Ai B'0' T 13'4' u ron 9' P \AR L DOCEMORM �IQ MAIN FLOOR 1568 S.F. UPPER FLOOR 692 S.F. TOTAL LIVING 2260 S.F. GARAGE 44S SF LANAI 152 S.F. PORCH 319 S.F. TOTAL SQ. FT, 3119 SR u ron 9' P \AR L DOCEMORM �IQ ��� OF RASM TEXTURM FFIRSH BANDNG AND i OR SAM FRIJNH 112"� FMF PLM H+H� � � PEAR ELEVATION ` � �— -- - -- - - -- � - -- - -- - - -- — FROM El : . T 16% GUONG PRMMMARYI DOCUMEM mr LEFTELEVA Rl(;Fff El"AmON ma in r� Wintjzr §p V ❑AVISBEWS ESTATE HOMES FLOOR PLAN & ELEV ATIONS - 26 `I 2 DESIGN GROW Wintjzr S rin s Villeigiz DAVISBEws ESTATE HOMES ELEVATIONS 1 2 ❑Mr,N GROVP MAIN FLOOR 1559 S.F. UPPER FLOOR 1056 S.F. TOTAL LIVING 26155f_ GARAGE 438 S.F. LANAI 321 Sf, PORCH 3015.F. TOTAL 5Q, FT. 3651 S.F. OPT. MASTER BATH OPT. COVERED DECK iii Wintg.r S rir� s Villagg. p � DAVISBEws ESTATE HOMES ROOF PLAN & EL EVATIONS -26 1 2 ❑Mr,N GROVP Wintjzr §prings V DAVISBEws ESTATE HOMES FLOOR PLAN & ELEVATIONS-3074 ❑ESIGN rROVP Winter S rin s Villeigg p � DAVIS SEWS ESTATE HOMES ELEVATIONS -3074 ossicN ❑Hour ppjeLjg MAN FLOOR 1540 S.F. UFFFEF F-COF 535 SF DOCUMIM TOTAL LIvING 3018 5F co� GARAG 4515.F. LANAI 335 6P, FcpcN ni S.F. TOTAL 5Q, FT. 4061 S.F. z LIVm/ KffCFM DT" M. DM 2 UN - ---- -- --- -- — ----------- - A d FORM I — — — — i � F F m a t FAWY FK= LANN GARAGE 01 4 �j k � d q, L ________- ------ - ------ ----------- a'4' ppjeLjg MAN FLOOR 1540 S.F. UFFFEF F-COF 535 SF DOCUMIM TOTAL LIvING 3018 5F co� GARAG 4515.F. LANAI 335 6P, FcpcN ni S.F. TOTAL 5Q, FT. 4061 S.F. OPT. MASTER BATH O ® J� 4- BEDROOM2 IS I BEDROOM 3 -v�:r SufTE Mi aG mmY _ lel L_J L— J ya I I I I _ I II I II I 1 III 1 III II F#i OPT'. BOWS ROOM I 1 III II II I I1 I I a r- vn BEDROO M 4� un.At,-z' LLm sa 1 I 1 1 I I I I 1 1 5�mn -e� m z' -imp c.m i Wintg.r S rin s Villeigg. DAVIS SEWS ESTATE HOMES ROOF PLAN & ELEVATIONS -3074 DESIGN CROVP �.�.1i1111111111lW�.�_ Jull Nil Illil M HIMI B 11 AJ IM -j I Wintlzr S rir� Villagiz s p � DAVIS SEWS TOWNHOME STREETSCAPE DESIGN GROVP T 1 fo3 07 �suen" Acs 9333 ,Axr&a dL meb 08.05.90 BSB T 1 - sum"� 9795 /UGQ� dGO�r�Zea 08.05.10 atn go 9tyt :/733 x meb 08.05.!0 1 9 1 u0 ru A11 UP2111 !liflFll�nlDMIJILU!!`TI fi I �1 flCl, #III[Ili'LI fi Wintt7r §prings Villei DAVIS SEWS TO W N H O M E E LEVATION oMON GROVP DAVIS SEWS o IGN GROVP Wintjir Springs Villagg; TOWNHOME ELEVATION 1 1 —JELL � I 1 i II i I in, I l I F nonr,n Winter §prings V DAVIS SEWS TO W N H O M E ELEVATIONS DESIGN GROVP 6 Aw ,4" xm 6r1 r Wintjir §prings V DAVIS BEWS 6 -PLEX ToWNHOME FLOOR PLANS DESIGN GROUP fi Wintjzr S rin s Villeigiz DAVIS SEWS 6 -PLEX TOWNHOME ELEVATIONS 13BIGN WIMP r�rsia+E !IF aYLIfABLE) FADED tIXNfE➢PAWMG 3 tuffs ceraL Sw.us r�n�uL ruiraaw g - Fnsro� w�.nrtr, mo saD Fwsueomsrrnas n�icasxw Faimcss israff � c«rF�.r rtwL aE wim mm � uccFCr.E�unE wL ar ioee rtRsmincR_inenwR xvi -1 w R�arei vrD ssm cvb. iRSrauna cF o�xbF Lnrw ruic p�D F+AhrtG AfftIG111M RFWIffM1ENfS toff FFRYfl FDG E[amenw. ao xw amee+r Rlouz as asm c itts. TYP. CRD.SSSECRON OF RAISED TEXTURED FIN SH BANDING AND / OR SAND FQVISH KEYSTONE _ s.7 6 PLEX ROOF PLAN fi Wintjzr §prings V DAVIS SEWS 6-PLEX TOWNHOME FLOOR PLANS -UNIT DESIGN GROW 1334 Wintjzr S rin s Villeigiz DAVISBEws 6 TOWNHOME FLOOR PLANS - UNIT 1715 DESIGN GROW fi Wintjzr §prings V DAVISBEws 6 TOWNHOME FLOOR PLANS - UNIT DESIGN cROVP 1733 JLl DAVIS SEWS DESIGN GROW Wintg,r §prings Villagg; BUNGALOW STREETSCAPE II Winter §prings V DAVISBEws BUNGALOW FLOOR PLAN & ELEVATION - UNIT 1672 DESIGN GROW f� Wintg.r S rin s Villeigg. p � DAVISBEw5 BUNGALOW ELEVATION - UNIT 1672 CESIGN GROW IusG Wintg.r §prings V DAVISBEws BUNGALOW ELEVATIONS - UNIT 1 672 DESIGN GROW it Winter §pring.5 V DAVISBEw5 BUNGALOW REAR ELEVATION - UNIT DESIGN GROW 1672 �b. Al Ya' I�b. AI nY W�.AfTY x{ 111 UPPER FLOOR PLAN .*i " r SG UPPER l I- .® 5F. T — uvir� ins sr-_ GAR%E 515 BF. PORCH 8] SF. tatGL So-tt 224i SF MAIN FLOOR PLAN �� ©Ifrl "�Illllll�l �' �b. Al Ya' I�b. AI nY W�.AfTY x{ 111 UPPER FLOOR PLAN .*i " r SG UPPER l I- .® 5F. T — uvir� ins sr-_ GAR%E 515 BF. PORCH 8] SF. tatGL So-tt 224i SF MAIN FLOOR PLAN ° i ia" rui�x u�arE� mxraffocusrw � ��im wmRn MO rtxnrtsa s�oW oirr sr¢clic 3 KEmrns ui�m r�ix�u�io�oriww wcRnag �uurid T rw xmme ,i1om MLAN �mairso um cvs.Nsra�wnac�exmiwxwrww: � iunN qm—rsroaE rtxxmvac 1919114LkD ma4flBBR umcia3. TYP. CR05 -- SECTION OF RAISED ,FXiURm FPaM BAMM AND, OR SAND FHSH KEYSTONE /\� III 1111 111 11 11 11 111 � 11 11 111 11 11 -------- T _ -_- -_- LEFT ELEVATION ELNFI�B'•I'�0" 111 III III III III III III III REAR ELEVATION fiL4F: IIB" • I'�0' fi� afi a ca�i #srw# a* a� r r -- 19% GLA2MG FRONT ELEVATION YJLE- 114'_' RIGHT ELEVATION I ' f���� =111 1 08. 0.��5�. f0 BSB A AA HomtM � A u - I 766 -'�i =J Wintgr S prings Villagg; Dnviti b av� BUNGALow ELEVATIONS -UNIT 1758 I�LSi(�\ I. IIC14 i' r Wintjzr S rin s Ville p � DAVIS BEWS BUNGALow FLOOR PLANS -UNIT 1758 DESIGN GROW PRffi i1MARY D OCUMEM I la" MIIX saoFlNlw ursiwE nfurt¢ne� "' /� nxnaffoeaww 8 � a�xASEC iExnQSn EM�su ea'orr� a W)SYO fMItHED UT61RE5 n1HfY FPi GELEI FiHC�EEE bto9E � o DIR£F9lf iWLL EE L4lfL OJiA Mkw&Y Cf £:NRD fIW91 P2P KA Q AmLCAtIGN to &' ffR YOl iiLf36911W.NDYMtlMBBR 3l4' WI0361 A+p ldR1 C916. M9tNLAiIM6IXRRIceLAIHW' iHl WID �ryIW Yfi'LIGt141! &¢I�tIENtbro BE tER1M iHL FHw911VL M ]NJlfllBBll x to u1 A'ry aslncicc�. •IYP. CROSS - SECTION OF RAISED iFJCiI1Rm FINISH BANDING AND OR SAND FMSH IIEYSfONE S:.NE: 3 "•I'0' &BGLE Q 4 ® LSWlO ' ,7 f EB LEFT' ELEVATION ELe1E I�'•i'.0' L R4E E Ld ar7 j �e tan J a erays�nmEx; ® � t7 _- _- _- _ -FNEN_ -_ z �IC L� GMIEV1§D ® /FMISH7 A Pw RIC+ff ELEVATION REAR ELEVATION fifJ1E- IPo'.I'�0' lily MIAAL W - 19+1 - 'A' � a _ A. "A. 1841 0B.05f0 yio - I" - mk4e HaNW15 Wintjzr � rir� s Villeigiz p � DAVISSEws BUNGALOW ELEVATIONS -UNIT 1841 ❑ IGN GROVP Wintjzr §prings V DAVIS SEWS BUNGALOW & ELEEVATIONS -UNIT 1841 DESIGN GROVP r Wintg.r S rin s Villeigg DAVIS BEWS BUNGALOW FLOOR PLANS -UNIT 1841 DESIGN GROW M112MARY -------------- -------------- DOMERM W IHIM � w� I IN OF RASED TE3CrURM FNEH BAMM AM OR SAND FINISH KEYSTONE - 7 Lade M-1 me Elm - - - - - - - --- LEFT ELEVATION ROOF PLAN a . - � axFU� �L �� ® rM � 4. ®-I� REAR ELEVATION MG-ff ELEVATION 211% GLAZING FRONT ELEVATION ® A -■ Winter §prings V DAVIS SEWS BUNGALOW UNIT 19 10 DESIGN GROVP I,k4VR PER FLWR I T. uv � s MAIN FLOOR PLAN r • r� � ua^ mlcx ureiarE nturtaAe� Rasm oe usnG nus onaL Slaws TME ttPawL txaKNSss � � aa�rsASE wDaonr. �� kMS�iRLSfWE& Y e GR£fttrt tWLL EE (XIID Wt At 5'EC &I[ KEYNOtE Lo1L M M EE FER'XOIiK.i066B11V1.ND9[W NlRBBd tHl py�{ryI1G AmLIGt141l R¢IRAENtSMEE RR9MIiHG FBGdNL:W MW!!}1BBIIFlVUI. AW nsm c lcu3. 7YP. CROSSSB:IION OF RAISED TE XTURm F94M BAMM AND OR SAND F945H KEY-TO wu:3•. r�m: REAR ELEVATION FRONT ELEVATION KXEV4 "• I'a7' ROOF PLAN 1! �O GUAXNG7 LEFT ELEVATION RIGFff ELEVATION ,. M- WO (� 10 z Wintjzr §prings V DAVIS BEWS BUNGALow FLOOR PLAN & ELEVATIONS- 1940 DESIGN GROW �- Alta .0. ��! Wintjzr S rin s Villeigiz DAVISBEws BUNGALOW ELEVATIONS -UNIT 1940 DESIGN GROVP y X y ^ ANA l J all II ,��11111 ■n1 11! ■li � r� �1, ! ■I ms y X y ^ ANA TW. CROS&SEL7M OF RAISED TEXTURED FMM E AMM AND / OR SAND FMSH ICEYSMNE REAR ELEVATION FRONT ELEVATION LEFT ELEVATION is% GLAMG RIGFff ELEVATION � Iln TM �SAJOFlNIAI NFNftILABIE ItE g PJISED IEmAffG 6YSW rNa �EIALL SIgW51HE1mYSL rHILKNE% � a�rensEOrExnasn rxsu awoW T95AV0 rM151ED UT61RE5 NIHfY �U.#EI FrH WIE�S ato9E � Y4C &IL KEYNOtE Lo1L M ar a . ray akwuw u�iexniao rlws� aie waa am uricn ro eE rtrzxneteEe�manw.MOxnauneert mmairw,um cxa. Wruuncx cxe�lue�ArxW rw xmvac IgGaNL � ma e�m�e�en � r vui. Aw�asm c Icu3. TW. CROS&SEL7M OF RAISED TEXTURED FMM E AMM AND / OR SAND FMSH ICEYSMNE REAR ELEVATION FRONT ELEVATION LEFT ELEVATION is% GLAMG RIGFff ELEVATION Winter S rin s Villeigg DAVISBEws BUNGALOW FLOOR PLAN & ELEVATION -UNIT 2029 ❑MON GROVP r Winter §prings V DAVISBEws BUNGALOW FLOOR PLANS -UNIT 2029 ❑MGN GROUP I ID" NIIX SWDFlNAI NfNftGABIE WISED � IE:N,ffD9NSAG NNS DEtAl1 SroWS RE ImYSL rHI.KNE% 8 � 6yLRP w9PJDM' .1PP.GpLEMIWIED�S�iGnES fWHfY � e DIR£RNf rWLL EE LP4ID Wr Pr SPEC &I. KEttgfr U1LM to &' PERYOI if4I84B11W.NDMW tlIRBM iE rw ym �anirn zwuuiiai�mm,>:ursroa��xmeac TYP. CROSSSEcnm OF RAISED TEXTURED FWISH BAMM AND / OR SAM F94ISH KEYS CM W ----------- - - - - -- i LEFT ELEVATION FRONT ELEVATION REAR ELEVATION 2 1 1 % r7LAZNG.7 RIGHT ELEVATION LOCATION MAP WINTER SPRINGS VILLAGE at TOWN CENTER FINAL SUBDIVISION CONSTRUCTION PLANS FOR MERITAGE HOMES City of Winter Springs SEPTEMBER 2010 REVISED: DECEMBER 16, 2010 CARNAHAN • PROCTOR • CROSS, CO INC. CONSULTING ENGINEERS • SURVEYORS • PLANNERS PROJT NO. Woszz EAST WASHINGTON STREET -STE N 50D - ORLANDO, FL 32801 PHONE (407)843-8863 FAX: (407)38 106 E -MAIL: odandR@ce hanR,,d,t ncom DEVELOPER ENGINEER - SURVEYOR TRAFFIC ENGINEER N_ 4E4N I. 911E - E a soo FLs_K1 0o INo ORLAN ALAN D. icon " "s a`s9ss SURVEYOR (11iEE SURVEY DULY) ARCHITECT (ADDITIONAL UNDESIGNATED STREET suns e ND LAIL BRIO NHEI 1 GEOTECHNICAL ENGINEER ( 9H 32199 j Cnao22FL2BD °N° 'NS SCIENCES SITE DATA "11 UL " ° i B lake Blvd.) AREA: 40.00 Acre (Excluding Mlchae Building Seper li SI IDLE FAMILY DETACH ED ESTATE LOTS: 59 SINGLE FAMILY DETACHED BUNGALOW LOTS: 134 TO MULTI— FAMILY WNHOME LOTS: 59 To1o1 . 252 Units Building Width: 160' M—imum GARAGE SPACES /UNIT X 252 UNITS - 252 SPACES (2ND GARAGE SPACE EXCLUDED) PARKING IN DRIVEWAYS OTHER PARKING PROVIDED = 504 SPACES - 136 SPACES (EXCLUDES 17 SPACES ON TUSKAWILLA RD. S, 43 SPACES ON MICHAEL BLAKE BLVD.) TOTAL = 892 (3.5 SPACES PER UNIT) (ADDITIONAL UNDESIGNATED STREET PAR AVAILABLE ON LANE ROADS = 52 SPACES) ZONING Town Center District (Neighborhood Street Criterld) LOnd Use: Town Canter Building Seper li 6' Min. (21' Max.) provided far Bungalow units 10' Mln. (15' MOx. provldad 10, 4, 5, 0nd 6 Unll Buildings 10' Min. (25' Max. provldad for ESfOfe units Building Width: 160' M—imum 132' MOximum provided Building Haight: 2 S10 rigs Minimum 2 Stories Provided 4 Stones M..!,,, 5 A. 55' Maxlmum Bldg Haight 30' Maxlmum Provided N, 33256 F 4 TE aa� A v ? nisi ONAi o F. N � • TAX PARCEL ID NUMBER: 26- 20- 30- 5AR -OA00 -0030 INDEX 1 ENGINEER IN CHARGE: JAMES A, THIELE, P.E. ARAN CARNAHAN, PROCTOR, CROSS, INC. CERT. OF RUTH. NO. 2936 DEVELOPER ENGINEER /SURVEYOR or r eras e.. swe ,so ("I , � o s o L , 3 , 801 EEr' vnE s oo SURVEYOR (Ea EN su sul REEN_ M N1 ARCNNTE CT *E R j o asARi ➢ie 3zras (o re rz as rerelo orelvE SITE DATA UTILITY NOTES MAN LIMA I ANN 10, E IR N *s SreALL 'FALL CDNFDRM r3 AITM REAL2 AND ran. sreuL Mee, ACTM PAIRS ALSO BE PERFORMED RECINED .1 FIE OFF Cl INTER SPI-I I IF AND MATERIAL 01 A P�� NNFANIE1 AT PRE IIII-Al AND 11ILL BEEF ILLY .1 D ' L I N T E L ry (ocE *IONS suowN Ear oN(v EaaROnrnErr NFIFF AND PE A' PAT ON IF 1HE OF TH­ P �l` N ��17E FIE111U172T Au Are) E , re o LL RE INE DEN' F OFF ON LOCALON "RE 5 To BE NIT' ON ALL POTABLE "ATE, DECLINED I IF , IAN BE MINE IF POF PAV N C TO ESIRIATE VALVE BASES IIALL BE PLACED N 0 A—TE A THIN I.R FEET IRAIT IATEI 1E1EI IND FORCE MAN, T _ ARE N IT 'OLOI PER RED RED LE TCPE "ALL BE UTILITY NOTES (­t) UNF L L BE C OF FIRED Cly OF � NTEI III NRI PIRL A IDL F El IFFELL LOOK VALVE AND IETAIN LEE. FIRE I ITILIT AN (o j ' vELN*. CLNLRACTAI naLL REFER *L OREL ENDNEER. 23 MIM ,Ar DAw AF 2Naa PNMPra NDZnI SIOLL FACT PACreIN3 Lai /,T FaoNiACE z ALL Pn PIPE IFALL DEAre THE NAFIDNAL SANI, NN FDNNDA,IDN (NSF) SEAL A NEED IN 0, F, ESSELVAL NO PLANS SPO" ONLY NFE w KNL DAVS BEFORE NiPONC IN A CDNSraucnoN FREE 2 yoo /oazs. r ms caEE *Ere APPAPATE TNAN CIANDANDI AND PIECILRE FAILED CENTERED ON FIE PCRNF OF IIIIIINCE I I AL BELL P111 IN 1yP%ANA IINFIIM TI AIM ='IHILLNTMEET'AILLLLIE�NNDIEI A IF THE FDA, 'I'M METE R, 2 NALF Io N NNO Ecr s'A coNFaRU *o APPL CA I IMERiAIN AVAER SMIKI AND /Ore a. re , ,re n FIE ' AA o I o* E*ciNS RNCnoN DESCRIPTION OF PROJECT CIALL NO PAINNA AIDES. AND R CIFICES LA TIIEE PISF —EI AN LE vANDS. o sEEDINC. .reE soRMwa�ER FROM rues III 4C C FAR *o *EL NNIrs 212 Nw *S (11 MNLn- FIMLY. is2 IINaLL FunILY DELCIIED) IS, _, Neill. z 1VI11 ` No, ,D neLr3 Eo n PARKING IIAIAI ALI oEA—ED 2E2 ,2e (INCwRNR A rec) reo IINCWDING (AODnIONAL NNDESOrvnreD FAILINI oN NNE ICRIS D. c. D. o x re - 10 N POTABLEWATE A WASTEWATER "4MFF El A wa.A2 ® ADM DFD 7� RMD 12 �NRR D aE PR PR RAFFIC E RIP EEA ON MANUAL) GNR I, sn Mr. L. S ni so.e, L O,A� ) , - , mAL v,o ,reIPN� BENCN GENERAL NOTES IAMm IN BAY BE Co"ITN" I To OF AND DRANACE ED ME R, FLCFE, 1, ALL FRED AIEAl LI IN PLAN STE CONTRACTOR CLIFF RE FOM ALL ID BE N ACAR NDANA E I'T, �EDE 'AL . STALL I AN D LOCAL 'NA,T,ORZED PERSONS ENDINEEIIND RL EA 1­1 i ron 3 _ D 2 ,o9 ISSreNINARI ELL�RI� 1171) yea °re .1 (111) rere�DS: 325' MATU. ME ITIEV IN IIIIIENI ENI NEED 11.1 ­1311 NOMBERS C600 AND S5/M21 Iy C, NIPEAL_ ANA IB * N M E P (a wLBES S MEN-NoreED IN S CRI cNCE w�PI TIE FALL-NN IPEOFIaFFANI E S c (Nn, ul D 22� o %AS�MNiia A AFI nNS i A TO N E ES) — R 18 M I N I M ON�ENO �zo oR I'M z2 s Amre 2, MiNiuur?j: T "'"' a Fs) IC I PDLYETHYLENE PIPE - AwMA I— ware 11LVe1 AND Fn,IN45 (A— IANNP: AND D. IALYB—LENE ASE Cl, LE NRnOCNNEreRE - EEER 21 . ALL NN5NrtA9LE MIERIAL IIELL N BEE� SLED LEE ALL. NNLE55 ANE-RE DIREOLE BY TIE ENGINEER DR OV R. ¢ p w Z a p o y w w K STORMWATER POLLUTION PREVENTION NOTES CONTRACTOR EAE By A EVEN CALENDAR DAYS AND *TPN 24 FALLS lFTER EVERY OF ­5 SPALL NOTE IF DAMAGE OR ALL NCES N — CONFROL MEAS DES 'N AN 'NSP OFF ON REPORT FOB IN 7 Z C 1HFLL DEEP I IEIAID IF CINA—C-N ACT-Al NIL—NI DIE A IHEN REAL A' ARAB N A A" VIE 5 POP UP N A A CULAN AREA BILLS *PEN CONSTRICT IN A""' El IRAID N AN AIDS LI BE LACKNI. IRANIAN PROCTIM CIOSI. NO, SNALL BE NOTIED 10 FLAT PLAN M OD 0 NS AIR I MADE 12 FOR — PLO— EALC CALL ' !N1 AREAS 'T' SLOP PAVING & DRAINAGE NOTES CONTRACTOR'S CERTIFICATION ANN ALL dN s PEpIreRE M "iNOn rNR CONDND,IND . PreDrE�IDN eEreNDE IDEN,IrIE3 IN ,reE —.1— PDLLwIDN Pree�N,IDN ENV RDNMENLAL PA REST FILE FIE NA 0 INTER SAN I DEEP TO IN ENF 'FALL DAN AN IS 'AT ONI DI DO LIMA 9 ALL Dre DE „Ere. so3 ALL R A ALL IE MAD ILL Nre3 E I L D,EIMINA � IDN2 (1VPI 2 FDD. F NTAN ,re .. CROSS ' AND PIPES EPIAIDE,'I LEl (F IND PDND MwE,ER -RNIRE VNE o DPPC P RE I *E (pPO L"'D PA oNNre E” THE FIE PLACTIC PIPE DEL —ED AND LNED S FALL 6 P (O R FINAL) I LOIN,2 2�LL 12. ONE ADC RAPPED IN FILER F,�R12 wPAP PEP FDD, INDAE 2rerR , IF A_ LB IC BEL. TIE FINIIIED FLOOR ELEVAFTNN. wx 00 LL U) cf) Z W > Q :5 co a0 C7 Z Z W 0- ­­- Q U) U ­__ W � K L U K W H U Z Z �0 0 „,1II LLM,V : No` 33258 SS 4 POINT OF COMMENCEMENT POINT OF BEGINNING nw a D } E E s000q° w / \ / 3 Q- 2J \ I 0 \ / / eF AL A, g P A AZ 0 ° „§ I f °.re Mir A / p ^a�k o a fpR / I 5 !/p \ 'ND / DELTA- 60'36'C.YI D.R. MITCH ELLS SURVEY OF / .. \ , —5-5 THE LEVY GRANT ON LAKE JESSUP < CB= 52813'30 "E au ° , auE L s ss / •i L 0 T 3 wo ' ib'L'rvo iwory d POINT OF BEGINNING •° '° °' ® °° w MWE, 711 .. o .. .o m 1 � q . � I o Twxx �a °y � m m .« , ° .m� •q�.; y DEL-7-13'W" C- 2-4't °° I - ze° ��" \\� °\ 4"W },a DEL m�o-�zfe.�r E E ITI,2�1 NOT PLATTED N 0 T g' PLATTED SQUARE FEET °'" •gym •w �' / / / OR N / 7 2,646 ve 4fLy PIE, r L O T 6 p � rt CAVBERRV 2, 0 0 0 W •«• m' ; «- ; Iz MI .. lu N O T P L A T T E D °3 $ ° fix• ^.fa ° ° - ®'j Da- SEE SHEET 4 & 5 OF 5 LEGEND TREE ABBREVIATIONS PLE CLUSTE PIT PALM SEE SHEET 1 OF 5 FOR TOPOGRAPHIC SURVEY I I'M PM PE SET A.— SEE SHEET 3 OF 5 FOR TREE SURVEY OF PINE TREES ONLY L.0 N0 A-1121 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY SATE R -S10N5 Da /�2 /Da Foa - m SCALE 1 ENGLE HOMES - _ DaawN ev nAA STATE ROAD 434 AND TUSKAWILLA ROAD APPROVED Bv: WRM 0 SECTION 31, TOWNSHIP 20 SOUTH, RANGE 31 EAST AND O SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST 'I nsm/nsM.isz –rvEw.o – WINTER SPRINGS, FLORIDA w U �DL,LR F o �E PR 'RENCH CACKFI 11 ES, oU R N FLAT ON Ric MIN. nA AsT eTO ar0av[rvirvs a IrvvnFS THE IAMGEre K s AI MI LEAD E , T K T LOW BRG EDR TA HIT Sa. _S ORA,E D PPE e, z a o NOTES: LLB/ e �o ��n�rv��,o�rvo BL,G:FORRC PROFILE w Z 1, A IT N STAFF BE RELATER IN Al -FINIE �.mTn FISH INBD H,C c wlTr. _ _ _ w sENCE SHNLL B[ IN AccoHDNNCE SOH FDOT COMPACTION OF BASE MATERIAL, NTIL PLAttu[NT AND R EMAIN IN PLACE UNTIL PIFCEMENT AND COMPACTION OF - EV E tt A *RN S PLC All 111A% THIN I OF MORE 'HAN 'No FEEL IN GTH, 2. ANCHOR BALES WIN 2 - 2::2 nl STAKES PER BPIE. " o ONE FOOT RA" CATCR BASIN IIT n,�INO S,z,EM OF n CURB INLET SEDIMENT BARRIER FENCE, THE SEDIMENT SHALL BF REMOTER -TIRO ,TE TEI T OF,TE LT SHALL RE o p rROm NN�J�s. oR APPRO o EouAL DT TD Sc E m m NT FENCE ENWRONMEN, �f GsNOPAINENT DITCH BOTTOM (FLAT GRATE) INLET . "'T'� " ° "- r,-,SEDIMENT BARRIER NOT TO SCALE A 0 NT Al A I _ M HE CONSTRUCTION ACCESS LIMITATION ON MICHAEL BLAKE BOULEVARD N z A OF IF c B aIE� STRUCTURE THE MICHAEL BLAKE BOULEVARD ROUTE ACROSS THE SEW SITE CAN BE LIFE UTILIZED FOR CONSTRUCTION ACCESS ONLY UNTIL IT IS NEEDED FOR ROADWAY d J — CONSTRUCTION SUBSEQUENTLY, OR ALTERNATELY, CONSTRUCTION ACCESS WILL BE PROVIDED VIA THE ALTERNATE CONSTRUCTION ACCESS ROAD. CONTRACTOR O OF SHALL VERIFY THAT AUTHORIZATION HAS BEEN OBTAINED BY THE SUBJECT W of N I Cc ETT'P) PROPERTY OWNER DESI PRIOR TO COMMENCING ANY WORK. 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Al ISN PANEL BENT °T 12 IsN x, LIFE ID EFr - AD AWMNLM PaFT scN NK FSR _ - - VATI PBwoEB U'AINc 3[CLI�I - Sf,N PANEL FASh "NER ATTACHMENT - - - - n,N � DEIAIL OS J - TY ICA AE IDE ACN DETA - xm ro �aLr DETAIL 1 TYPICAL TRAILDINE SIGN DETAIL A sc ^-E- NIs T_ RAI ROAD SIDE SIG DETAILS SIGNAGE AND PAVEMENT MAR A i � � z m o LL QW IS r e) aHrATNCRT UN ZB CervrEra THE -UNIENANU` ED NV �� Tic 'T"' SHOWN ABOVE Is TO III sEDM P ERMAN ENT TRAIL CR OSS_ IN_G A== DRBAN° EWITHTHELATEBTSEMINOLEC DNNTYTRAILBrANDARDS. IMPROVEMENTS SIGNING & PAVEMENT MARKINGS / s °PIASTC M �F,In n. _TRAIL WI MEDIAN CROSS DETAIL W K < OLL Q In ED U) J Z W J >Q2 co J O Q a= w Z Z LIE O Q J of 7 : 1 0_ W F c Z � U Z tn' G' U O -fi U 1,o a''I iPa z a wNo s F � o ° s Q U 0 U z V� a U DATE, E. 1 s cN Y JAT SA OF 63 N. 5 * Sr= ,os FNR A oP sp; ONL CONST T L 0] B�H GH) FDOT ITMF EA3 IF TRAL - \ FCP OTF_ TE � _- .� TD, r n � g 4 DID, CURB —� µ \ (TYP) III I / CONO. j I l OEN INDLX 1.(TUHI / 7 , N (1P) VC_ E- . rYP Ee RB T CU P) END III ILI11=N1 BEG ASRHALT TRAL TRANSITION WIDE CONC \ PRODUCER (THIP) oEWALR UI- EMENr� PERMANENT TRAIL CRO SSING IMPROVEME CONST RUCTION PL 11 11 1 IT E 'KIP 246 0 1 v } w I .. 0 u�N ,�� 0.. IN o I I � 2e4 _ „s _ �� D T �04 MIC EL �A T a �� / T��,�� „a. 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NO. 00002936 FILE NO. 090816 NO DATE CK'D REVISIONS PRIVATE PASS = LIGHT FIXTURES NOTE: uMINAIRE SCHEDULE z z z PERIMETER LIGHTS WILL BE w SHIELDED TO PREVENT GLARE TO THE ADJACENT PROPERTIES GRAPHIC SCALE ,as w z ,ol lx eTIPo\ wwM�� 1 1 1 1 � 1 13 2D 1 1 I I 1 1 1 1 1 I 1 1 2 1 r � r 1 zoa ` 9 1 o0 F J 1.. 1 1 ' I I I I .s , � MICHAEL / NOTE: BLAKE BLVp PROPOSED DISCAVNE LIGHT FIXTURE I WITH TOO WATT LAMP HPS, 12' MOUNTING HEIGHT AND DECORATIVE CONCRETE POLE Y d LIGHTING IS PRELIMINARY.` FINAL LIGHTING TO BE PROVIDED BY PROGRESS ENERGY. I ALL SIDEWALKS SHALL HAVE A T s, MINIMUM ILLUMINATION OF 0.5' \ CANDLES. STATISTICS ax A, a. n W 0 O O U) U) J Z W Z J 02 � a � a Z ZO W O (� Z IY CD W F 2 J Z Z cn � O U G• O L) U O a z Z me o a° z U 11 OF 63 5 P. F Yl, 11211 .9 sT A IF 2 � o s oa p = ;olvA� EN.. 00� 9 a3 + /dao SSS3�,� / Nn NINIw tl 30tl O • so H TVHS s N /tlM m/I wnwlw H TV HS S3(11S //V g IN _ 'oiJ3N3 S53FJDOiJd ;.9 030IAONd 39 OL ONI1HOII /VNIA IivNI MI 13id SI ON IL HD i — 3 10d 313i1J NOJ 3/iI1 0 E9 AO u � � — _ ONV I 011 DNUIl NnO NOOW "I ns 0-1— T _ VI 'SdH LLVM OOI HLIM 3anLxld LHDn 3N;.vosle aasodoad M eNnvaa — — :310N '(]A 3NV10 13dH01W — �� / r n o Z _te -�--� _ Z o �4 1 T � GJ O n�o / `f� y b _ r h z Mod A I A m � I r ) I I i ) o,Nwp / I r r r r r o.oz rr r + r i r r o n D D D D p ti ti ti ti A < % m0 ooc w. sa o p, O � z m 3'IVJS �[Hdtl2I� � A A A A A S3ILa3dOdd LN3�VF0V 3H1 OL 32V /5 IN] 11 d 01 030/3IHS uncrvarm o T T T 10 1 / IM SLHJI/ 213L3WIa3d - - - :310N 000 --- z w� 000 wz d o � I I I I I I I I I I I I I -- \ I I I I GRAPHIC SCALE =� w F F o O rr mmmmm rr I I T 1_IN so 3 n. � A 7. r ` a l I I � I F /J O I ��� �' / /^ / \ \ A, w LL Q J (/7 (/7 J Z w IL w Q Z I a. ii 0 . LD Lu z _ / w LEJ Lu w J I z C� �" GG MU I CO LO CAT OI CAHI O POL FOP MO FA CE O w I ^ / �.3 {/ �� \ /� / e`g i \ IT C ANO N MOUNrEO r1 E 'x POLETIS11CTU LIVE NOUSRES oR APPFOV[O A THE ENG eTUrEO EQUAL THE Z _ o o R 5PRN95 FOR APPROVAL N Z o i q �' ' — 4 -L SINE TABLE uINS LENGTH L2 36 9 EEARNC N323 oaE � U g � � N565513 w NEERERI SEE 1111 E � - _ '2 uoc \ = vB L a '25W d ' P� T `.��' LE, 5 uo e s595359 E o'oe3w s s Q � CURVE TABLE CURVE Delto LENGTH RADIUS o u2 sso R1 N 30 06 43 E Sao' W Q �\ / \ 5553207 W w RD �rrp / 2 391821" 17013 24800 88 57 4 7 71. 7 CS 5. 5 00 23. 0 C4 zaazas 6 ROS2 4 5a.00 sss 64,4,R" �„ CB 1550.33 2 0.00 888'32 6 L 363. ue 21o.oa 9 909 448.88 All 21 21 W S30'28 30 W N3333N7 E Q U O e _ 69'S63a' 2N 40 33 ' A / C0 69'56'34' 1 '.� L21 5532 07 5 w N8301 49 W d O i 403,72 1590 001 203,291 A, snzR'1sw - A ` \ �&/ 2 5'03'36' 3 29. 07'46" N 15R S63'S8'31"E N89-5956 "W IT / A C 25A 7 1750 4000 J s. 4000 4.432013 S7R'2R'13'W CLECRIEDBY 'IT e JA Y C16 40 35.46 50.00 18.51 - 4] N67 0 346 E N30'a3'08 "E OF 63 1 �s N ; e L34 84509" 62 n'N ° >34E 5'29'29" 559'16 52 "E 18'02 a1' ,55 sNNN 8.95 1 5'0401' ��GJ C24 4 13.15 3 50.00 22 0.61 36 9;8 8 8880 L39 242.20 N803655 E YA No s,R , f 0 - p 11 SSI,ONAL CH3 00 , oo '��Yq 2 7 �u s L29 � <ze v 'a' m r / Q Q zo p 8 3d ® S _�neA y _ Ay ro ®o WINTER SPRINGS VILLAGE A m CARNAHAN • PROCTOR CROSS IN CONSTRUCTION PLANS FOR HERITAGE HOMES 4 12 -i6 -10 BAT AT REVISED PER CITY ENGINEERING i ° n VORS 1 ERs 3 11 -13 -10 BAT AT REVISED PER CITY ENGINEERING CONSULTING ENG 1 INEERS�SURVE � Px�u= < aaaee -x io2w xioe """° 2 09 -24 -10 BAT AT REVISED PER CITY ENGINEERING "`ERA 3 _s SITE GEOMETRY /SIGNAGE PLAN 1 oe -zz -lo BAT AT REVISED PERSJRWMD CPC RUTH. NO. 00002936 FILE NO. 090816 NO DATE BY CK'D REVISIONS MATCHLINE ELI J r -3 ;❑ oa ;o 0 0: 4 0 t� j ❑ o Ll € 0 - C - T - s ' rQ� � ��e ❑D00 � �It�� s om -12 :� ❑ � ❑ F .H ❑� � ` l .......... x :.st .. f �H E �\v\ �❑ ❑ ❑ ❑��\ m -3 m o ` ❑ P ` ❑ ! I❑Z b \ ❑. �p co ❑ OOJ t ....... e . ...... MATCHLINE r .............. ....................... ............................... ............... ....................................... .............................:. ............... ra � c n 3 L J A e 9 z b Fi i� MATCHLINE >"" �q,� , , — - WINTER SPRINGS VILLAGE m CARNAHAN • PROCTOR • CROSS INC. CONSTRUCTION PLANS FOR HERITAGE HOMES 4 12 -i6 -10 BHT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS -SURVEYORS P 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING o m 2 09 -2J -10 BAT JAT REVISED PER CITY ENGINEERING a �, v T ° s GRADING AND UTILITY KEY MAP 1 o9 - zzlo BAT JAr REVISED PER SJRWVD CPC AUTH. NO. 00002936 FILE NO. 090816 NO DATE BV CK'D REVISIONS coo GRAPHIC SCALE NOTE: ALL FINISHED FLOOR ELEVATIONS ARE z z z v 'n F° °T1 SET 24" ABOVE ADJACENT BACK OF LEGEND SIDEWALK GRADE AT THE PEDESTRIAN ACCESS POINT OF CONNECTION FROM - E- :as _ -E� "IN a. DI EL-11- NOTE: THE PORCH/STOOP a o THIS PLAN HAS BEEN DEVELOPED AND IS DEPENDENT 111 - 1PD1I —E o ON A 16 INCH STEP DOWN /FLOOR SLOPE FROM THE MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR D - PD "01 "e,N— NID "DEDDa" "111— w> THRESHOLD. rrrro aa¢aY � U __- � - -fit — =W0- _ -_- _ - _ _ _ _ - - - -_- - ° °= s - - -_— —__- =fit = _____�_- __--= -__ -22 ___ � �� ■ N F 1'RE ('- <')sc recrnmmvc ■ �U Z II }-------- - - - - - -- \ I( II \ - _ -27-- }5 } q ` I i Y 1 -0, j +2a + Qdpi +�3 + 2eP +cp + , :go +,iyo \ +,�� +W a I, + \ ` y V I I I _ v PPE �.° PP.E —, PP.� a1 E 9 P.Pl -mss .E -1 I II .rc��. P.P.E -III P.�E z °z P.P.E ia° P.P. 11 P.�E 102 1.E IP.3 as L � �P N r �E z a° EEE zP v ro �zDs Ems° J Z LLJ 2 L il L°B2 r 4 �n 5 % 4'o 8� il '��I Q 7 \ se 8 A 9 gro 0 ei5 11 �° 12 � 13 � � `y5 X 16 2 ° Y ■ O d Z Z 0� o LU LU 1 - - - - - - - -- �.I - -- �S, Z Al I p ;. " r p `. _ _l - `. c.. '_... _tr� -T.�. —Y- )' t _' �� - -- - —_.+ \ _ \. 1 ■ ' 1 _ .y ` 1r I 1 r (A [ A 'I 6� 1171 jIh l/ / 1 S \\ I j \ I • 1 ■ I� I + rte` - - I li Y i ° EEE -Ea °i 1 27 Iv7 ■ U o Z o 13 o I I v i C C "v 93i �� �V T T ■ U) C5 POA14 EM�HNKMENT 11 NDERDRAIN SY TE \ / 9° z9 FIE- t0 \ 1 \ 2 \ c� M a ;, ar 1 I I I I I I I \\ \ \5'� SOLIC( CONNECTION TO, 9 �II I � 7 2 � !� �_ � � _ 1 POND @V00' C C I / �� 1 I■ n` .. " 1 �� 1 I v v / x 1 `r�- M z U P.E.E�E °s '�i, v ��_ I■ c p I S/ i �, ■ O of I _ i ` ° I i � 2� ��i T■ F �?. p�171 °I" 1 INO 2o.5 (TVP,) P 3 EE `s 2o s ' i� e� �� li'2S�`�_i U VZGC �tr wr � 20 i p E`er v 2,3 . o, ci F"E ° ' - -- wl I r o 0 " 16� mob°` - - f�� per. i I y. J8B I T `� 2 ��Z`' , ® ° l q d r`n�7-- �„oe�L F r -as�- , I( ��� - , ■ a o _ � � �_ � z V z 7 I "�, T �� `� �� � 1 % ; MI T- EEE as 2 ��� ; I T `� P ; ¢ /68 iq > E §de S �1 _ _ i4 0 6 ��_, 07 ' -�/ ��'- ■: a sI + ..— -� ! �,� _ EEE �� 1 -�__ T Sze. i "\, 78 C — v "°� �� 20 ��, o i EE 1,=, �� - �� � 1, p{ I I �,rE -�e° r �`-���_,, �v�� a ,, 175 X 11 �II v li ' 176 ° 177 178 � 8 �I v EEE ` ,*i ��, �,� awN av 1 1 Z 1 i i•`A t Ea 9 j80 I I v Y EEE '_r °P x. a� i Ig eo v 'i.. 11� �a E i•ro +rz ze � I � .E V li l�1 �\ T9 � ��' � � � hEO " 0 'I 1 + 6� t 9. 1 82 v I Y� 7g �__ i I __� ' i- eo �1s D oE ss �A I 9 v 83 T v _� � �� .D1. : T I EEE a y S H r w... 789 .'� I,h h` 2 �� \\y ,9 P25e�ir 7771 vrc -a4r_ / / j FO - . s; omnE � c.N � o ■ ■ ■ ■ ■�■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■� ■■ ■ ■lr.a� ■■ ■d ■ ■■ ■ ■ ■ ■ ■ ■ ■.a ■ ■ ■ ■■r ■� ■ ■�.a ■�� ■ ■ ■r■ ■■ i coo GRAPHIC SCALE z z LEGEND NOTE: NOTE: so ° crea.e eLeva,�oN a o THIS PLAN HAS BEEN DEVELOPED AND IS DEPENDENT ALL FINISHED FLOOR ELEVATIONS ARE oa0 c =ox aow U5 ON A 16 INCH STEP DOWN�FLOOR SLOPE FROM THE SET 24' ABOVE ADJACENT BACK OF — — — MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR SIDEWALK GRADE AT THE PEDESTRIAN w -Patio cueuJcH uHOCreoreuHSSZM THRESHOLD. ACCESS POINT OF CONNECTION FROM THE PORCH /STOOP, aa¢a � U m m m m m rn Q �� w ■��■ ������ ■�� z ■ ��nr ■■ ����■ a ■�u ?r��_i! ■ o i ■yin ■ ■���µi�■ ■.� h■ R���6��■ ■ ■ O .3 7 4 ',166 �� E rz �. _ , ,I 1 `� 4 ! 1 / X ! _ ■ _ ■ L ` E_ w.�F 6 00 9 A �� �16�� 759 es I 9 qaW� � I 65 1 >, _ 9� ' D EMB N �LLI ERDRAIN SY TEM / � colar�zaploly � W O f,��- 1 1 i Po �, 460' c/ e3 ./ y� 1 1 p / �� 2 _�� Q LL 77 �e Z W Q V _ OHO d ,L 3t0p 1 �eo 748 �,/ S� rz �ze.rz - Irz�rz z z w z 11I } 111 a- 1 I 163 y E 3, r.�E 3 a .i _� � �,e >rzrz.b // ��^• a Q Q R- n g O �'Z 9 7 cd IF M 3 z �� V �a v o T `` II \ \ J Z5 OQ / \ rr.E2��.a l ■ k a Z z -= r V z � o TV, a o I Uc U ® \ I /E� � �■ ='- ,z DESI B Ja OF 63 17 L / _G, , 3256 {3$ _ _ % ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ rr- �nb ■ ■ r ■ {ays ■ ■ ■ e .. r. r■ r ■ I 74 GRAPHIC SCALE NOTE: ALL FINISHED FLOOR ELEVATIONS ARE SET 24' ABOVE ADJACENT BACK OF LEGEND SIDEWALK GRADE AT THE PEDESTRIAN ACCESS POINT OF CONNECTION FROM III- sNIIHF-1 ELM N \ THE PORCH /STOOP. so =_TE E\E —IAN E111 - $— CRa°E RETAINING WALL SHOWN HEREON WILL °reEN =°H OE EEOw - -_—__ _ _ BE MAINTAINED BY THE HOA AND A 5' - - — - -_ - -- - -1 1 -- WALL EASEMENT SHALL BE DEDICATED u° ° PoN° Eti,RaNEN* uu°ER°auN srs,Eti, - -__ >_— = = = =_c _ =' _` = BY PLAT FOR THAT PURPOSE. � 76 I I I I I �- 'j/ �� THIS PLAN HAS BEEN DEVELOPED AND IS DEPENDENT ON A 16 INCH STEP DOWN /FLOOR SLOPE FROM THE v `I MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR F, THRESHOLD, l F — \ r p� 2 / \ i r r_ / 5 - o A l l \I \ \ aJ v \ V I \ O1 j v ■i �r ■�■r7�■ a ■ ■ ■ �� ■4�1 � ■inns ■■■ ■■■■■ �u■■ u■■ us4i■■■ u■■ u■■■■■ u■■■■■ u■■u■■u■u■■u■■■■■■■■■u■■u■u■■u� \ w 10� C7 O J z W J li co o C7 = z Oz w 'o U P- o f :) ZE �w R- ?z U U z o 0 U a w =. z 2 z � O U z J d c� Z Q C7 � n Na.zse_ looll NOTE: w w w ALL FINISHED FLOOR ELEVATIONS ARE ■ SET 24" ABOVE ADJACENT BACK OF z z z o / 2� �' - - ` �� SIDEWALK GRADE AT THE PEDESTRIAN ■ `P 0 " �, ACCESS POINT OF CONNECTION FROM ■ ■ 1 2 Y \ \ acu THE PORCH/STOOP. GRAPH]C SCALE N ■ ` � � � 1 �. ` � O v ,.r� �� r.ec- 75s� Rti v' e an�� �cu E�ra� a� ■ � � RETAINING WALL SHOWN HEREON WILL a 0 BE MAINTAINED BY THE HOA AND A 5' b �x reea � ■ ° g WALL EASEMENT BV PLAT FOR TH SHALL BE DEOICATEO pan ao n. ■ _ RPOSE. ��i �i ITHIS PLAN HAS BEEN DEVELOPED AND IS DEPENDENT > ? > ? Y i 2 ` C S �' �� T �� N A 16 INCH STEP DOWN/FLOOR SLOPE FROM THE ■ MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR ¢ ¢ ¢ ¢ > THRESHOLD. LEGEND m m m m m «E -1 - FNSF— IELE.TON ■ w ri m G_E ■ 11111 ION 01 IL01 T * °° PONI E—NI -1 °� °ER °RPM r E ■ A' i � 4. LE 2 'y am _ z A °A S V A ■ < z L I L i , Q 2 , i / 2 [if P_ 9 rr. y`,a_ ■ IL Q A LIT ter A O 1 I TT T ■ CC LU U` LE ■_ s \�' S i ■ HZ2 � L J .c -z�s � �� �� � � � ` � ■ rm - 2,v �' ��� T T f: o W z co POND EMBANKMENT UNDE S1'STF� "` — t 5 C.� gP '< _l _ `` - �� s° Sou ,coNNFCfi�oN To PoNO �d' c/c ot � INVh 2, 125 (TVP,) E � "t 1 �•��' f ;� d' U Vl S� ' a FF.E III S � � _ l FE , F F zsz %� � � � � � _ Tee � DATE' 12 rrr eo r SGK 19 OF 63 JA lim's rrc z�r �\\ I x ■ ,Q �' . r s �; 23 -, \ _ \ \ / s E k POND��EMBAN KMENT UNDERDRAI� SYSTEM 6" sown coNNECnoN Rp FoNw 9_1Do' - C - ICa i T� E wz j r•:c= sea E T 3 +00 -� -- >. o !�- H M ao � o000 o r `„ -- i )P - - '°°� ' �� 1 \ ' o �E= 3 o 1 a K ` \i g r.r.c 7 zo rr.c= a ��.[ rss r [ s. �sc- krc o. P a rrF a rr.F 76 . e r c 88 67 6p 65 6f� 63 62 61 f5 60o - - I I9 I I FIE- as,k _ r ¢ LL - - - -_ - - - '� rrc so \ - �' / x^IZ -�� - M� � -- � $� J Z LE Q ? D 9 Q W Z y \ _ , t F l I s v IL H Q a x o � c U of CC C7 ! w Rw I 1 > � 2� O a IF +� + 1 + + o + rn i - - -- O +-, o + ,moo GRAPHIC SCALE Z z � o z o � �. 0 d '' NOTE � � ALL FINISHED FEbJOR ELEVATIONS ARE + L) o� W SET 24" ABOVE ADJACENT BACK OF + W. SIDEWALK GRADE AT THE PEDESTRIAN �W + 0 }F o + 0 �O ACCESS POINT OF CONNECTION FROM THE PORCH /STOOP. 0 6' ° a + h THIS PLAN HAS BE { AND IS DEPENDENT +R + ON A 16 INCH STEP+ OWN /FL�OR SLOPE FROM THE C "2 + MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR + LEGEND „ THRESHOLD, DES IGNED av: + } o x < „ory 20 OF 63 p� O 'T `1, Y `b' + V O c so ze3/ mm caroc aow 411 n. owec *iDrv N 2 I s 0 ID °POND cMenN —NI INDlre Iry 111— 0 } _ Z \ - 2 s ;N °wAHN aok m o \ GRAPHIC SCALE ° w w rc n I \ U Q Q Q Q m mmmm �ooa O II (n (n Z nN N I Z W c IL � O Z Z W Z I �U' � I I � LEGEND d � i r I vNS� Roos e�va *oN U O F x K 0 sPm cre eva,ioN W LU III Z a � � NOTE: ALL FINISHED FLOOR ELEVATIONS ARE SET 24" ABOVE ADJACENT BACK OF � p _ SIDEWALK GRADE AT THE PEDESTRIAN ACCESS POINT OF CONNECTION FROM V a THE PORCH /STOOP. � THIS PLAN HAS BEEN DEVELOPED AND IS DEPENDENT _ + C I, \_ ON A 16 INCH STEP DOWN /FLOOR SLOPE FROM THE („) '�1 I MAIN FINISHED FLOOR ELEVATION TO THE GARAGE DOOR �? THRESHOLD. �9$ ` a w z � + li U oevN aEVN ev: DESIGNEO 21 OF 63 T S Pi e�E u No. —se 4� NOTE: ALL CRUSHED CONCRETE BASE SHALL HAVE LBR 120, AND BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T -180. aa' FIGHT- of - T O 8.0 10.0' 8.0' 6.0' DRIVE LANE DRIVE LANE DESIGNATED — SIDEWAL TRAIL PARALLEL AFKING STR E IA IND UTTER F UR 2N TIP z9 TYP 2-1. TY � r ARIES R" CRUSHED CONCRETE BASE 1/2" (LBR =120) (TYP) ASPHAL 12 SUBGRADE (FBA =5O) STABILIZED TG 989 PASHTO T -110 2 V LLEY GUTTER (TYP) MICHAEL BLAKE BLVD. (48' R /W) NOT TO SCALE TYPICAL ORIFICE DETAIL ow� „o H ax,Ew O OR 52' RIGHT —CF —WAY APPLICABLE TO: 60 1 s. o' So ' 10.0 10.0' B.o* s.o D HD — ROAD „A„ AND „ S IDEWALK DESIGNATED DRIVE LANE — PARALLEL DRIVE LAN DPEARALATELEL S IDEWAL K EXCEPT THE STRIP °ARKw PARKING STRIA 2 � 2­1'p') ' 1 -1/2” ASPHALT SOUTHERLY END OF MoDFIED MDDIFI B "F'CU RB(1. E D "F "CURB(1.5') ROAD " B° 29e TYP 7..7l 9 TY PI [LBre (Gj CRETE E 1 DE (FBV =5G> STABwZEB TG " OPPOSITE ESTATE LOTS ON ROAD A SHALL BE 10 WIDE (SEE PLAN FOR LOCATION) APPLICABLE SIDEWALK NEIGHBORHOOD STREET SECTION FOR ROAD "A " -52' AND ROAD "B" -60' R/W NOT TO SCALE ORIFICE° (SEE DE SECTION A — A NOTE MOUNTED MEAJIELI TO PLET 1.1 AS NECESSARY /a F E"LASS SK"E' SHALL BE I lILL IUBlIT SHOP DRAWINGS FOR IINT111 11 FNINFFP P, _ LIIAI ON IF 'ENC ER sERwISD 1EOUVE sximuE ISAIv HNisHI L 212 IT ' L A ; �E "A' E NLFT A ELEVATION VIEW MODIFIED TTPE 'D" DBI PER FDOT INDEX 230 POND 1 CONTROL STRUCTURE (CS #1) NOT TO SCALE WIDTH AND LENGTH VARIES 50' PUBLIC RIGHT —OF —WAY SOD T.5 VARIES 7.5' SOD APPLICABLE T0: B. o' LIZON LIZON '1 NORMAL WATER EL = A 5:1 LB ROADS C, D, G H & SIDEWALK D SIDEWALK - DRIVE LANE E T.s' BREAKPOINT EL = C 1 5 SOUTHERLY END OF S,R'P 1 -1/�. ASPHALT ' AA RI yT ry p ROAD "B" 1 5' CURB AND GUTTER POND BOTTOM = D YP AND GUTTER SEE LANDSCAPE PLANS FOR 29 Tv TYP bS_P LITTORAL ZONE SECTION P 9 AND PLANTINGS. POND k A B c D (LBR R i20j ( m) CRETE BASE 1 22.00 26.00 19.00 11.00 12 SURORADE (FBV -50) STABILIZED TO 589 AASHTG 1-11D 3 1 2 1 9 3. 50 T5 23 50 10. T5 3.T5 ..00 16.50 9.50 NEIGHBORHOOD LANE SECTION FOR ROADS 31, C, D, G, Hm 2 3 & SOUTHERLY END ROAD B (50' RESEW) WET DETENTION POND TYPICAL SECTION NOT TO SCALE NOT TO SCALE PUBLIC RIGHT —OF —WAY APPLICABLE T0: 1 OIL s.o' ROADS E, & F S LANN I D CAPE DRIVE LANE DESIG R EGA —1/2' ASPHALT ASPHALT SPECIFICATION NO MODIFIED "F" M ODIFIED ; ALL ASPHALT SHALL BE 1 -12" CU RB (1.5') SIT ERPAVE TYPE Sp 1 2% TYP i12- TYP T R A FFIC NESS OTHERWISE NOTED_ T SEE PIT IN AT 2 VALLEY GUTTER 6 CR CO BA SE (LBR 120) (TIP) 12" SUBGRADE(FBV 50) STABILIZED AND COMPACTED TO 989 BAR BE PRITI PEP AASHTQ 7— MODIFIED URBAN BLVD. FOR ROADS E & F (44' R /W) NOT TO SCALE 30' PRIVATE ROAD, DRAINAGE & UTILITY ESMT. EXISTING ROA ALLEY /PASS AND REAR R TYPE SP 9.5� cBB DON' 'NOTE' TYR lYP CURB (TYP) B' CRUSHED CONCRETE BASE (LBR =120) (TIP) 12" SUBGRADE (FBV =SG) STABILIZED TO 989 MAX. DENSITY PER PASHTO T -180 `NOTE *: REPLACE RIBBON CURB WITH TYPE C D (8" HIGN CURB WHER ALLEY/PASSES ARE T To MAINTAIN P A FULL 1R ? DRIVEABLE WIDTHS TO ALLEY /PASS TYPICAL SECTION (30' ESMT NOT TO SCALE ITT DIaMErE a p ET o1IDCE (sE AiLC) "`' R SECTION A -A GATT /a ENC�NEERS RENEW. uBM1T SHOP DRAWINGS 7 _PER TINS11 BEOUIREMENT) 11�MMFI 1 HN1 11 Ill—El EL I IN 011FIRE :INV' I A ELEVATION VIEW MODIFIED TYPE 'D' DBI PER fDOT INDEX 230 POND 2 CONTROL STRUCTURE (CS e NOT TO SCALE ,wPF F NRA, uu�R ieLn« Flxllro I FA DIAMETER R R�UUR EE L] ORIFICE (SEE PETA SECTION A -A /a' TV CONTRACTOR 5HALL 5UBMIT SHOP DRAWINGS FOR W p J z �O n J_ Q CO P z Z �O 0_ L) U) I �ae W F H Z zz �o L) GD POND 3 CONTROL STRUCTURE (CS #3) DES1GN O NOT TO SCALE 22 OF E S PII e°T ND. 33256 ELEVATION VIEW MODIFIED TTPE 'D' DBI PER PON INDEX 230 ITAE IF W p J z �O n J_ Q CO P z Z �O 0_ L) U) I �ae W F H Z zz �o L) GD POND 3 CONTROL STRUCTURE (CS #3) DES1GN O NOT TO SCALE 22 OF E S PII e°T ND. 33256 ELEVATION VIEW MODIFIED TTPE 'D' DBI PER PON INDEX 230 ^NOT EEtFD n, svecl L.r 1 1-1 ,BIlI C­1 as reER D vaR ary TAPE IS E DR—) RE (ice 1E x) Ill-R, DRU­ C BsooNG I- Co mN NG (3 ) 11 IIE 1111111AT 1­ ­ NOTES �U s v 11 UIBIl 1 5 S-11 as P uinc2GhNOn a RF ssz URS_ a R T svl GEO wPES w wlReVU' uo sEnL BIT I . vI c w IES Rnim —N I CS Tax 12° 1e aoav "Cl TYPICAL PIPE TRENCH SECTION N. T, S. rrvsN GPACE rl "1" 11 11INTS s Ac ARA c mE M S S T L H 6r: NlUB ` Z I �� 6 PIE111T 1111 T 5 RL RrvC P m s P DREG, Y TG NHRLCS Al ­1. ISAYS YR1.1 T- NPnyk'¢ ICC n(EME E1E gxar orz R'1+Ere DRDS A Rry nN TAI 1L 1 - - - sECTRx IS AGGEV- STANDARD MANHOLE DETAIL ND I EL pr N. T.S SNSIONAL REFERENCE ONLY WILL HE- DESIGNED AND FIFIEDBY A STRUCTURAL ENCk4"R IL DETAI PREPARED BY UN —SAL ENGINEEEING :L SECTIONS SHOWN FOR SPECIAL EARTHWORK DETAIL L J � N N DRIVEwa INITACI N i a IS SRS­ I Tl III iST" RNSS 111LI — R— >: DETAIL - 421CAL BUNGALQW LOT GRADING DETAIL (t =Ja') G.( Ih IL. nEO a1 SNOVN 2t" CUR CCD GUT -Eft PPNPP ° _RwN �_ AN,P ORrvry Tre GR DGTUiNDE LF 2 cmm� IT I � e uao. r wrzo n w a uw�r um a cu rz>s rv�nPrz D ILI .. UTTER E DCF oF.: cuTSa ttS.�rc:.,.. CO ro osf : � o EM NT WIpENING CURB & GUTTER TRANSITION TO CURB INLET TYPICAL PARALLEL HAWCAP PARKING NOTE N rs v TS FINISHED GRADE AT BUILDING SHALL VARY ALONG THE PERIMETER 11 FOOTER DEPTH TO ACHIEVE, THE MAX, 5:1 CROSS SLOPE AC UNITS SHALL L BE ELEVATED UNITS _ a L SHi:L BE ELVATED AHOYB' FINISH FLOOR " A J� jl oc E ory SOL . IT LET TI biY �4 , . ff� on FJ�iMaN SINE E - STEEPES. S GPE "R," T COMMUNITY GARDEN TERRACE CROSS SECTION NTS .2" PAVEMENT O COMPACTED �UBGRA6E STABILIZED SUBGRACE 1 (50 SUN) CONCRETE RIBBON CURB NOT TO SCREE I- TYPE "A" JOINT 7 AF B TYPE "B" JOINT T YPE "A" TYPE B TYPE A' JOINT HRINT JOIN PLAN 1 .� X 172. :z 1x2 N JOINT HILL OR TYPE "C JOINT ABU 11DIDETE 111. ITI TO P, TY J NT LOW SIDE —111"T 11 WAY LINE PRE RMED �FFP ANSIGN JOINT w CONCRETE ID aac o PE DO,_ �I III III D I I III MINIMUM PASHTO LL T -18O III III III SIDEWALK AT CURB DETAIL NOT SIDEWALK SHALL BE 4 THICK IN RESIDENTIAL AREAS EXCEPT IN 1H ` (SEE 'LAN NEW FOR ESTATE LOTS DRIVEWAY LOCATIONS). 2, ALL SIDEWALKS WILL BE CONSTRUCTED A MINIMUM OF 6 FEE' WIDE 5, ALL CONCRETE F5EU FOR 5IDEDALK5 VIALL BE A MINIMUM OF 3 Goo PS 4 IDWALS THE RIGHT OF SAY TV AL�MAN ENTRANCES OF FACILITIES. TABLE OF SIDEWALK JC­ LOCATION 2' CENTER T GE P.C. AND 11.%sENTAKE ' IN WEESALKI, BE 5' CENTER TO CENTER ON SIDEWALKS, SIDEWALK DETAIL N.T.S. HIGH SIDE T T NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, ADDITIONAL CURBING NOTES THE CROSS SLOPE OF THE GUTTER SHALL 1, DENSITY TESTS SHALL BE REQUIRED AT A MINIMUM MATCH THE CROSS SLOPE OF THE ADJACENT OF ONE PER 5,000 SQUARE FEET, AND PERFORMED PAVEMENT AND THE THICKNESS OF THE LIP BY AN APPROVED INDEPENDENT LABORATORY AT SHALL BE 6', THE CONTRACTOR'S EXPENSE. GENERAL NOTES: 2. ALL CURBS SHALL BE POURED MONOLITHICALLY 1. CRUSHED CONCRETE BASE SHALL BE COMPACTED TO ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE NOT LESS THAN 989 OF MAXIMUM DENSITY AS DETER— WITH THIS DETAIL SHEET. MINED BY AASHTO T -180 WITH MINIMUM HER 120 3. CONTROL JOINTS SHALL BE TOOLED OR CUT EVERY TEN (10) FEET. 2, SUB GRADE SHALL BE COMPACTED TO NOT LESS S. ALL AREAS BEHIND CURBS SHALL BE BACKFILLED THAN 989 OF MAXIMUM DENSITY AS DETERMINED WITHIN 72 HOURS OF PLACEMENT. BY AASHTO T -180 WITH MINIMUM STABILIZATION (FBV =50) AND A MAXIMUM OF 6" LIFTS. TYPE "F" CURB & GUTTER N.T.S. GENERAL NOTES. 1. CRUSHED CONCRETE BASE SHALL BE STABILIZED TO NOT LESS THAN 989 OF MAXIMUM DENSITY AS DETER— MINED By PASHTO T -180 WITH MINIMUM LEE 100 AND MAXIMUM OF 6" LIFTS. 2, SUB GRADE SHALL BE COMPACTED TO NOT LESS THAN 98> OF MAXIMUM DENSITY AS DETERMINED By PASHTO T -180 WITH MINIMUM LBR 40 AND A MAXIMUM OF 6 LIFTS, ADDITIONAL OF NOTES: 1, DENSITY TESTS SHALL BE REOUIRED AT A MINIMUM OF ONE PER 5000 SQUARE FEET, AND PERFORMED BY AN APPROVED INDEPENDENT LABORATORY AT THE CONTRACTORS EXPENSE. 2. ALL CURBS SHALL BE POURED MONOLITHICALLY ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS DETAIL SHEET. 3, CONTROL JOINTS SHALL BE TOOLED OR CUT EVERY TEN (10) FEET. 6" CURB DETAIL N.T.S. MIN AGOO Psi 1 '� III III III GENERAL No Es. Z — HINSTI AS ACTED LESS THAN , . OF AND MAXIMUM OF 6 MLIFTSWM MINIMUM LBO 100 uiry a rat,wc[ MINIMUM LEI 40 AND A MAXIMUM of e LIFT_ R 9 CENTER °" "" ��F� PEry P DD DN GBRBNG ND EE 8' INSIDE eo au aEwroxo-Tm uxoEwoa y aL aEVo-, ox LABORATORY AT D AND -- , - THE E CONTRACTORS X PENSE. ALL CURBS WHALL ME PITIED RMNIL THALLY o Exo aunn 'TAI C T IN R UCTED ACCORDANCE 12" SOLID WHITE STRIPE cDx, "o�emvn „ "rv1 'L wrrHTH DETAIL SHEET TOOLED DR cur EVERY t TEN'[O> FEE. 4. ALL AREAS BEHIND CURBS SHALL BE BACKFILLED WITHIN 72 HOURS OF PLACEMENT. TYPICAL CROSSWALK POND UNDERDRAIN SYSTEM DETAIL VALLEY GUTTER DETAIL N.T.S. N.T.S. N.T.S. sr TL u EADSON CONCERNS FOR ANY SEASONAL HIGH GROUND WATER TABLE CANATIANS ANDERE THE POND CONTROL ELEVATON5 ¢ U1 w= ao w� �w w� En W a Q O W J SO ED Z LO W 0 CD (L Z = Z LU EL c') 0 W LU Q z z c� z �o a Z V) U) o'. W z'8 U aL O F > CL i. a� Z o a o U U a4YN EsISN o v: 24 OF 63 A K N. 1321C TV AS ELEVATION Lorv,a ON x � ED SE G // GPALE AND ,„a, E= — _ _ WA/C �, A0 ® GNEE GP ALE 2 2 _ _ a ro coti, NINI�AN�' n a J w w , '_" � � i _ _, • rf ���� y � y j � irvo �� HE c�urv.v) vi / l I / \ / L I/E Nm L na sai a a.RB rty asaa�van¢s� -Jaz N ¢ tt ❑ Ir z r l hl — \ \\ f \ ` 1 ; .,\ \� i — f�do92. III / / f � til h 1 / \ /\\ , \, / V �� �. „ / A \ ` A4 .s e �_,aN�� — p � oP 14. +tom a�P \ NIIIe a / _ w Ir !POND (n (n Z d �ZW Q 0 _ ,�, a nu / o Lu ILL c 3 s;RUC;uRE TI a �_ Z ns / �OND3 r U m o �< Z y �I �= Ow IT 22 F� V _ s. ��- . s sz/ se ass 1 �E f � r ��� ��'� a _ - �s i /� , .q 5 o" 114 / 9z . / Z „Ex a x v „a I 11.71 O I s U � I � SCALE: IS S—IN DFL-N BY: AT p \ oPEErvrv.xrv,.Ex..osErvaE . xEExoaE x Eox. ..Ex oa. GRAPHIC SCALE � - .� � � % / All -E. er. LAT / �e Po �/ scorvxso oFrvx ck.o.ssP.oP Six sanu, xo.o xse 25 OF 63 s 1 1111 MINES iiiiinsommon L r. ;e s i s � —. / s s.orvry rv.xxo.ss oMxes �xa� o. eo�r oowxl ary axo rxnrvE o� s - - - -_� 6— — — a 6 -HI IH L ALL Ox1— D1,PESxE.rex.N.xnN,xoN Oi.,rvE«cx.LLCExoP. IH q o o ,s RE c 6r PiAi www v - -- -- — — 2 � � A 'mss — _ 1 ----------- - - -- � w jF v � I ��`ti vv__� /�,�-- F01a'masrpcwwrti �X� o EXHIBIT 2 R iWE \ \ \ - SiRUC.URE NUMBER W O \\ W 3e T -m_ 211 Z W Q /\\ e 3 a s 23 Z W Lu �I a z 248 a ynT /✓ i oo r v¢ w u uj o Zz 2e4 s \ j 242 \ e: I T UI - , . - ` I T o ---� '� , -- Ak lv /' _. �x.�u.Eas E ou,a Ji i i / k 8 _ i j W f _ �aEEMa.xxx�i. °s�x�.xE�ox�ax / a ev ,z " d / zs - vill / i _� �( {, ✓� >< — °xxax—F xx °x. °xEEa i °a xuxx�wa °.a a,�E DESI B DIIH 11.10 / i I I _ ; Fr / / -� �eov oovux ax nxoranrue 'sxnu umve nusrnae E 26 OF 63 Jp / GRAPHIC SCALE i /' ilk i__" I i ��' °p /s s �l -�. waoaax. °EaPExaEni�.x.x3x,x °xa.M �xxnLLxEa�a No "2sR_ jH xF o � p0 9 V � \�Z '' 1 / nlew3ssv r+3 �'\ �� 66x �� _ �v V\ \ / '�. _ �� 9 �v ;� Hw 8Ll ,. a 8! 6LL x LLl 0 as no La 1 CaZd NICL 3 3nN1 I ANI NW 00+1 A`J �.B (l) a 00 Io S9 30 LZ ivr saaNws C9I 991 Lvr ,ve �_ / ��V / /• i �V �V i _� i __1_____x -- -_ —__H 1L°.- - - - - -- o Z / \ NI 12J3 NI 1i13i,N1 _ - -___- - T — • 1 .N 16303d dOIn1Nd l ONliVi 0 v ,y c w D w 8O�'l= inn 12138 NI / 55 / �� 8l'8l�N1, 12J 38 N1 � _� L bo Z ,L'OZ= 09'SZ= and / 68 , m — -- - - - - -- 3I `dO1 13980o ONI1V10tl TO FTdIULNISNIH1Il'Ird01 l�1HNtlN NOIASCy' 'lNMVA313 l SOZV A / ��\ 30VUS 03HSINIJ 01 V078 3IONNVYI'JNI15Ix315nrai \ Z h 9 9z v JNOJ I I lLl cn / 9Z v ' z V1 / V v - i� Bt'IZ= £6 \, lr i L 3V 1 1 I rRO Lzl3ANI .a° Sz`N- / I I°. m n sa E? I SON38 .Sb (Z) Hw •. l j 1 I ILI 8 I. O ° I " 383315 0NIddV1 8 I Z Z M , bz = n C: :q n o I 00 Ic M)b Cl I H3A 1 N £'LL I a3 NI y � �J < m O z L'Ll= 1 O a n 8 c ,g = 1a 9a'u= NI a n aN'a = Lno L 3n L 3n ase/= lno a nN1 l 8C6 = N1 iii AN1 T _ -0 (n i L'SZ= WI ZZ'9Z WI HIN 9L bl 9l l ll A1) IVW 213 VM JA 8 L SS'GZ= WIH 8 8 L'O = in 96'9 3hNl Mid D Z G M Z aZ 1 1 / HW 1 HW 1 1 1 1 1 1 1 1 1 1 b 1 HW 1 1 1 1 VI HA 1 1 I I A �331 (�8 O A > / VHd m ' NVIHiS3a d 3 InONd VJItl 1 0IN5 x 1 1 �� —__ _ 1 1 1 1 1 1 1 1 1 1 3 I d 1 118HOO 501\10H, ne 1 x1tiv��3als NleLnr� do 31allNaw Noulsod Nallan313 3 tlsa a31ISINI3 al s ° �� I _ -- - - - - -- -- - - - - -- I 0 1 31oNNdW 13 (ZS 335) 3Vla i19 IIIHS 30 33s 1 d3 3 31 Q 3NI1 d—S kdV11NVS 1Ntla0AN 3aIJ ]V ( 133N5 11V13a 335) 3.�Na3s a31tlM 31a NI5 e QS I � D N N < y y y y DDD ,j D A < y O O v - - - I A A n n Z, 33sa Emmm o - - - 3 3s , ,VA 31VO (01__) 3N a3,vnn N ' AVM LO LNZ IB 3e ]]VHS sLNVaO;.r+ 3NL NI 031VJO1 3x13 llv .., ., c� c� it 0N3`J3� 31ON 3'IVJS 0[HdV2IO V HE ill 1 156 } i . .' TEEkM ,4 (2 8 "GV � I MH 161 760 MN 261 9 o I 7 58 I 165 R =28.22 INVERT T i L OU 23.00 RIM — 2 7 T IN INVERT IN =22.69 �I - - - -- — _____I1 VI`�RT 0 T =22.59 :£ EXISTING 8" MAIN 164 1 d�a ao•e x 8" CRO F - - - - -- - - - -- 163 I 2 2 0 I DIP WM CENF�E D @ C CryDSSING -- LL FN ASSEMBLY (TLr. I i WITH 8" AS �EEx6 TEE 8" 1$12PING SLEEVE 1 157 156 I ¶4�PX8" TEE I (i) I8 "GV/ 3 OG S 8X12 RE z N �v 79 6 �\ 95 = 2S ..ff��II 20.49(E '.�1�._0.14(N) 1 27 15 / / `8" PVVWATER IN CTYP.) RIM =26 1$2 / e, f NVERT IN 28 = -22 INVERT OUT —22 i ' 3- L OO - /RIM _ INVERT yN = 21` INVERT foIT -2 Y4 1¢8 MN TEE - -___ � /� 2, 8 GV / Sr /RIM 2 2" 9 00 NVERT X / I 98 / / sgJ y Y _VER T 8 �u — 012 / / 74 S 144 143 142 / M N 4 8 10 17 12' % PVC / RI = 1533 U / INVERT III =,2 73A I NVER T our = Mic �* / FN ASSEMBLY\ F 84 P) LEGEND WATER LINE (DOMESnc) GATE VA— ATE (° BETAL D,EET 4 SINGLE WATER SERVICE ( 5 E DETAIL HYDRANT NEE 42 I LINE F O "EE RETAIL RE�T E AL AIL EET AFE ( SEE SEWER MANHOLE LABEL 8" GO �, 29 MH RIM X =25.12 40 NJVERT OUP =17. 8' TEE O 8" GV GRAPHIC SCALE � \ u) Ow U a" O °- z a wVs a z � o a U aN'N RATE' 12_ 5 GNEB BY: 28 OF 63 S ;p e = N. 'S TY_ HE L ?� 275 v. 273 LE , K C7 0 LL Q ul to o >g2 g co a0 a Z Z W F P: a¢ x 8" CRO co L) a . � of (2) 8" GV Bu � W Z �° ___� ¢ t/J a ZO GRAPHIC SCALE _ _ _�? > w tt rrrrM Q Q Q Q m mmmm o � / � O LEGEND WATER LINE N- 111II) ►� WATE A LAE ( .1FLE -11 sERNCE L (SEE RETA SHEET 12) (� Q j S I NGLE WATER 12) > g a 15' PAD ERE HYDRANT co a d F UTURE SHED Z Z L F A / a F��F� FORGE r NEWER LINE _ O C9 J IL F J �� DO EMSEWEREETE21 co o tz 8t TEE (SEE DETAL SHEET 62) LU a' W S NGLE SEWER LATERAL F LLI G DETAL SHEET AG) _ U) sEwER RANH.LE LAREL O BILL R VE R 1 I,, 3,D N =1666 NOTE: INV U 16.66 // ALL FIRE HYDRANTS SHALL LOCATED IN THE RIGHT OF WAY. U a Z U z o w \ o i Q . z_ �6 V 5 =16.14 \ =16.04 �- / e X23.05 ° o0L sx INVERT IN VEV��" U / \ s (� � k a 1 oW6 TEE REMN BY AT o s . HEO eY: o PVC WATER MAIN (TYP.) 1 29 OF 63 n S s R of (2) 45° e T N. BENDS H 2 F — ' � _b p= A� z pww 31 2 ' RiM 2a,�3a LEGEND 71 z z o I � \1NT o r =ia.a7 - - I WATER LINE (DOMESTIC) r F tt E V 0��� 11 oau LEwATER sere cE a / = 08� (SEE DETAIL S HE ET 423 I a 0 RIFT i \ 2S� / i INVE mJ -14 �\ I T .4 I SINGLE WATER SERVICE LEE "DEALT 6 TEE I r rrr P (2) 8" GV R LIN SANITARY I U Q 45 BEND F E SOWER MANHOLE ti ti s� 2S \ �' 33 A`s2 / / O au BL sEwE LATER I m DETAIL SHEET ,�' �E;� «E z)L OUT 17.42. SINGLE SEWER LATERAL INX . -CO (SEE DETAIL SHEET 42) \ J� \ lr' SEWER MANHOLE LABEL f 0 \ 2 \ �{ \ � V RIM =2149 EAT L L INRT IN =A3.TT T \. 2S `•y ' ° 2 "AS, INVERT our = Tqq L NOTE: VW ILE/ .�' ,5• ND / L ALL FIRE HY THE RI SHALL A 2 ,y 11 25'E19 `O L LOCATED IN THE RIGHT OF WAY w C) O o °o >� O A A e y� (n (1) >2 LL, ¢ 2AS u) a d A 0 A A 'A �� � } p F- 32 x 0 M = 24.8642 \ h m \\ v / / `^ �• \ RI —1 1 I 7 IN =13.52 S O, S� /' (�, ' VERT =12.72 R- pe W LIE =126 z g Y T ti� MW \ A ' O / oV N RT 1 229 i i VEkT T =1215 s ; U RIM =23.83 ' / _ / 'IN RT OUT A kkk FN ASSEMBLY (TYP) V 8 . E� TEE I _ Svc W�R � / vA O MN ��%(�.) O /� \\ ` LET VC WATER I O � w es 8 GV / I _ MH 1. E, O `� Q 4 / .RIM 2 j �\ INVERT I 16 = ' \ Q a INVERT OUT 6.30 35. Z " IM 21.39 AS 523 �\ / o ) \ wv »�, =1. \ \ £ ° IN IN 15 w) �v - <:. Q o /' TEE wvERT =1 s, o 1 �x U v vv / (2) 8 GV� ° o z s q a 12" PYC WATE \ MAIN `Q yl 1 \ \ 0' ...E: \ \ \ 7Y Nav iz MH 4 TEE TEE " T T \ T RIM R 49 8" V711 ��" GRAPH]C SCALE ``. INVERT IN —10 G 99 scNEO av: Y • -22.51 'RIM 22.40 " \ e` \.. 2 IN VER 6UT = 10.891 30 0E 63 JA ` INV IN 2 1 l (N) INVER IN = 14.31 Op x \ ( INVERT OUT 4.66 s A N \ INV IIT�= 15.36(S) � `\ e F \ INVERQOUT ,� °.\ �' �� _ Nos' zs AT ALAENO? Q \ \ 12 ",$VC w ATE I / 'E, I \ I I ❑ I FORCE MAIN SHALL PASS I BELOW WATER MAIN W /MINIMUM 12 INCHES OF CLEARANCE BETWEEN PIPES I 8" PVC FORCE MAIN (2) 45 BEND I (1) 222' BEND I I GRAPHIC SCALE I I 1 12" CV '\ FIT ASSEMBLY (TYP x .) 8 " fi' TEE (1) 6" OV a a l MATCHLINE SEE DETAIL THIS SHEET \ 1 I I I 69 68 �8�' PVC FM (45 — ( (1) 11 1/4' BEND I / 2) 45' BEND6 - __ - -- - - - -- -- - -- - -- --- - - 7 i 5 T---- ` N l rERT W � ��� -- - - -- I IN VERT OUT RIM =15.95 INV IN 9, 96(E) INO IIN n.27(W) INVERT��OUT =9.8 65 64 63 62 61 8,59 4s -FORCE MAIN HALL PASS MH BELOW WATER MAIN W /MINIMM 8" PVC'WM (TYP.) : 38 / 8" WM MH (2) 45° BEN S 39 12 IHWE 0 CLEAFWCE BETWEEN PIP 15 9S RII MER2 6 iN 7 �z51 45 �S wlvri5.,55 2" TAPPED AIR RELEASE VALVE INVERT OUT =12.41 INVERT OUT FORCE N SHALL PASS MAI 1) 11 1/4' BEND MAIN WIMI 1 L INCHE� T OPT C EARANCE MH BETWEEN' PIPES (2) 45' BEND -- - - - - -V - - - - - - - - - - - - - - - I - 8 V 'Alt- GV BLOW OFF ASSEMBLY 11111 I d I - °B 1 12 I X04 1 (2) 8" -11.25 BENDS 50'^16" STEEL SLEEVE 8" TEE 8'� PLUG VALVE 8" PLUG LEGEND w w WATER LINE (I.RESrm) H GATE VALVE ° (S e DETAIL s,HEET 2) SINGLE WATER (F DETAIL SHEET 42 SANITARY SEWER LINE _F o J s ANHOLE l WF T PAL (S DETAI SHEE SINGLE SEWER LATERAL (5EE DETAIL SHEET 42) SAKE MANHOLE LABEL NOTE: ALL FIRE HYDRANTS SHALL BE LOCATED IN THE RIGHT OF WAY. LU a' I � � LL Q (n (1) Z W Z > g2i g I �aT a Z Z W < F [ co tz Q Of 7 W Z 0) �U U I 1 U) y U s 0 a- z a U a vert s c Bv: 31 OF 63 a S pll e No 4325� L ?� 0 MH RIM =21s64 INVERT NVERT 1� =16.59 y �� T ,INVERT OUT = 16 i T o T T FIT 6SEMBLY (TYP ; `a 1 8'x e TEE s () 6 -C-V, L �+ _R71v1 1964 T INVERT IN =13.68 T E INV�T OUT =13.5 - (2� 45' BENDS T o MIT / 42 / \ RIM 2Y�33 T 'TdP1T L INVERT =11.38 / 1 � \ 1 1 MH 18 I RIM —16.2q INVERT IN =9.32 45' BEND INVERT OU =8.14 — — - - �33 L T- PVC t40 45 BEND 1' PN LI TU DING SERVI E NE T T � I T � 19 RIM =11.90 T T T INVERT IN —7 INVERT OUT —7 =7 .5 LF N 4 T \ se 8 DiP -- �� I T F \.pT 8 �V I o XERT IN = 3 O ________________y SEE SHEET 43 FOR DETAILS 2 BLOW OFF ASSEMBLY I GRAPH]C SCALE (1) 8" 11.25° BEND �I o H (1) s" 11.25 BEND � � z \ ry\ 10 UTILITY EASEMENT CONNECT PROPOSED 8" FORCEMAIN TO EXISTING FORCEMAIN STUB. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING FORCEMAIN STUB. h v \11 B " l MRNc MATCHLINE B SEE THIS SHEET MATCHLINE C SEE THIS SHEET NOTE: ALL FIRE HYDRANTS SHALL BE LOCATED IN THE RIGHT OF WAY. LEGEND — IATER LINE (DOMESTIC) N \� ('EE DETAIL S HEE T Q ( ( 'EE DETAIL ' FEET FIRE HYDRANT 42 R LINE F Qs SEWER A � `< DOUBLE LATERAL (SEE DETAIL SHEET 42) L ( SEWE R ANH.LE LA E \ 1 1 MH 18 I RIM —16.2q INVERT IN =9.32 45' BEND INVERT OU =8.14 — — - - �33 L T- PVC t40 45 BEND 1' PN LI TU DING SERVI E NE T T � I T � 19 RIM =11.90 T T T INVERT IN —7 INVERT OUT —7 =7 .5 LF N 4 T \ se 8 DiP -- �� I T F \.pT 8 �V I o XERT IN = 3 O ________________y SEE SHEET 43 FOR DETAILS 2 BLOW OFF ASSEMBLY I GRAPH]C SCALE (1) 8" 11.25° BEND �I o H (1) s" 11.25 BEND � � z \ ry\ 10 UTILITY EASEMENT CONNECT PROPOSED 8" FORCEMAIN TO EXISTING FORCEMAIN STUB. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING FORCEMAIN STUB. h v \11 B " l MRNc MATCHLINE B SEE THIS SHEET MATCHLINE C SEE THIS SHEET MATCHLINE B SEE THIS SHEET MATCHLINE C SEE THIS SHEET (1) 8" 11.25' BEND � (1) 8" 11,25° BEND / 0 L m L Q (1) 8 45' E SA \ \ 434 o� W K (5 U LL Q U CO J Z W Z >g g �a� a Z Z W F ED QI ED W � W H 0 Z Z �U U u) u Ow U a O °- Q' a� a Z o ¢° o U x ou,H HITE' 11-ID DES INDIED BY: J T 32 OF 63 a " 'I" , N. 33256 _ EN z ( 1 L � ( L T 8" PVC FORCEMAIN / MATCHLINE B SEE THIS SHEET MATCHLINE C SEE THIS SHEET (1) 8" 11.25' BEND � (1) 8" 11,25° BEND / 0 L m L Q (1) 8 45' E SA \ \ 434 o� W K (5 U LL Q U CO J Z W Z >g g �a� a Z Z W F ED QI ED W � W H 0 Z Z �U U u) u Ow U a O °- Q' a� a Z o ¢° o U x ou,H HITE' 11-ID DES INDIED BY: J T 32 OF 63 a " 'I" , N. 33256 _ EN z o� o� N� A 2 z.83 R]M 2823 ] V`T OIIT 1 2 1 ]06 ERT IN 2011 NVERT IN 2-1 31 o 2G I 0 i i i 25 1 i i 232 / 1 2- 1 O � w w m CARNAHAN • PROCTOR • CROSS INC. WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR MERITAGE HOMES 4 1z -1s -10 BAT JAr REVISED PER CITY ENGINEERING 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS•SURVEYGRSP L4NNERS nei.,a zcn CPC ADTH. NO. 00002936 FILE NO. 090816 SANITARY SEWER PROFILES 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING 1 os - 22 - 10 BAT JAr REVISED PER SJRwMD NO DATE BY CK'D REVISIONS o� o 25.0 25.0 — 24.9 24 G — 24.0 — I R M 26.96" 5 MMQ6 RIM 2 1 1 , 1 6 1 , 5 213 ' ITI 11, ]NVEFT IOIIT ]T.25 18.8 OI 4 RIM 2434 'IM INVER I O N ]666 IPT IN 1614 T OUT 1606 WINTER SPRINGS VILLAGE y CONSTRUCTION PLANS FOR CARNAHAN -PROCTOR -CROSS, NC. 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING o = ., ^' CONSULTING ENGINEERS•SURVEYOR5PL4 oNERS MERITAGE HOMES 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 0 0 m i; y o n•,�r�• „�,afi 2 09 -2410 BHT JAT REVISED PER CITY ENGINEERING SANITARY SEWER PROFILES 1 09 -22 -10 BAT JAT REVISED PER SJRWMD z CPC RUTH. 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NO. 00002936 FILE NO. 090316 SANITARY SEWER PROFILES 3 BAT JAT REVISED PER CI TY ENGINEERING 2 BAT JAT REVISED PER CI ENGINEERING 1 BAT JAT REVISED PER SJRWMD NO BY CK'D REVISIONS — — N,MAO.o 11 ITT 48 8 17 34 17 21 a� N 25 IN ERT DUT 23.00 259 144 88 ON 1664 i i i 260 m 4 / I IN IN IN I 24.8 rt m 1 24.9 25.0 25.0 m I o / IN ER 2 I ] - - I I I 1 INV �T 01 I 238 HE I INVE T N T—� I 25.0 O I INVERT 1114 I INVERT INVERT N OUT = ., ^' k �, z CARNAHAN • PROCTOR • CROSS INC. WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR MERITAGE HOMES 4 12 -i6 -1p BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS SURVEYORS — NIJERS CPC AUTIE. ND.D SANITARY SEWER PROFILES 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 99 -24-1D BAT JAT REVISED PER CITY ENGINEERING 1 D9 -22 -1D BAT JAT REVISED PER SJRWMD 140 DATE BY CK'D REVISIONS — o� o 112 zll 225 zzT MH33 IM 22 1 i i i i i CD i i i INVERT OUT 1621 os o� 2- o Pso Aso MIT 111 i PUM 255 INVEPT INV 23 21 IN 1132 I _� ., ^ CARNAHAN•PROCTOR•CROSS INC. WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR MERITAGE HOMES 4 12 -1610 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS• SURVEYORS PPFNNERS CPC AUTH. NO.O SANITARY SEWER PROFILES 3 11 -13-10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING 1 09 -22 -10 BAT JAT REVISED PER SJRWMD NO DATE BY CKD REVISIONS as o� �ST 0o ° os i i s Ao.o z19 229 0 22.6 3 JVlJT JUT Jl o g ]MMVE PT ] 15 V EP 511 ]NVERT OUT 1 S 22.0 m 219 1 4 s 9. 0 R iN EP o i i se �n 23s ee ]WERT 1N 1' 2' IM TUT 21 WINTER SPRINGS VILLAGE _ m CONSTRUCTION PLANS FOR CARNAHAN • PROCTOR • CROSS INC. MERITAGE HOMES a 12 - 18 - 10 BA7 JAT REVISED PERCl rENGINEERwG _` "'.; T SU CONSULTING ENGINEERS•RVEYGRSPL4NNERS 3 11 -13 -1D BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -1D BAT JAT REVISED PER CITY ENGINEERING SANITARY SEWER PROFILES 1 REVISED PERSJRwMD CPC RUTH. NO.0 NO DATE BV CK'D REVISIONS CARRIER PIPE SIZE ro =� MINIMUM WALL THICKNESS 4" 12" 188 6" CARRIER PIPE SIZE STEEL CASING INSIDE DIAMETER (MIN) MINIMUM WALL THICKNESS 4" 12" 188 6" 14 _. 250 8 20" .250 10" 20 .250 12" 24' J W W 14" 24" .250 16" 30" 312 _ 18" TO' .312 20 36' .372 24" 42" .500 30" 48" a Q Q ( n 0 � 36" 54" .500 42" - 60 .500 48" 72" .500 y A TO SwF T ai ('NOTI — 1111 OF CASING c INSTALLATION DETAILS DROP CONNECTION PRECAST MANHOLE WITH POLYPROPYLENE LINER SYSTEM CAST —IN ��. .•s All A � Y }( SHALLOW MANHOLE WITH COAL TAR EPDXY CAST -IN soxmR Oa .,.� (/ / xcs `� x naowswsrtvNm( vT aaE - - N. roxT or .mssxc. PRESSURE PIPE CDNRICT DETAIL scA€ DATE R Wry 2 G BAT CHECKED BY. 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O > F 0 NeF IS IL a z it o V U cNECKEO ev: sic 43 OF 63 S pI Na 33256 = S, "LE XF 'ss CN r�, 1' — PVC SLAT FENCE 4" TNICK GRAVEL GROUND COVER I O O p O y o 8 k RE RPZ BACKFLOW PREVENTER — O 4 P I VALV D 0V ASSEMBLY NOSE BIBB ON 4" X 4" P. T, POST p SCADA ANTENNA CONTROL PANEL ✓' R \ \" y m `_ 6, �6v— A55 P MP _ Fin WET PI LL y � 12' DRIVEWAY 30' LIFT STATION COMPOUND PARCEL m z O W K LL J (n co J = � Z W > Q 1 W u) a00 LU Z Z W O � U ¢ Q W W U) Lu Z Z LL U J U U Z y O ir U z. O > F 0 NeF IS IL a z it o V U cNECKEO ev: sic 43 OF 63 S pI Na 33256 = S, "LE XF 'ss CN r�, cs '1.2l o� ` P� ELL - ,- - 22-11 \ _ i N \ 2111 I 29.2 28 74 __ - -- 2B 1E H avow I 1 � 2777 �m m w r 27.1 2715 N 2713 __- 21.10 r —__— Zane V I oD z D ' ' D n 2111 6 ti n m v _ evcE 21 11 EVCE 25 ATOti����Mi ♦ 6 S A � 090 2- �� s FF SyFF 4Sg� VD ST �, to e q, 8x00 ea LE W INTER SPRINGS VILLAGE CARNAHAN • PROCTOR • CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS-SURVEYORS P—NERS 3 11 -13 -10 BAT JAT REVISEDPERCITYENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE MICHAEL BLAKE BLVD. 1 D9 -22-10 BAT JAT REVISED PERSJRwmlo CPC AUTH. NO. 00002936 FILE NO. 090816 NO DATE BY WD REVISIONS SEE SHEET 44 S 33S MATCH LINE MICHAEL BLAKE BLVD. STA. 8 +00 bb 13V;9,dH0M -3N -3N'-' H01VW oo +e ,Vis o nce 3� 3 r 26 00 B VCS s __ z �d 21 11 26a5 2565 1 N co D p ml 24 08 21 r w O I C 25� 2211 -1 3 +3290 / / / / i T \ ~ BI — 21 y \ q / / o \ \ EVC F MATCH LINE MICHAEL BLAKE BLVD. STA. 14 +50 SFFSyFF 46 �D SEE SHEET 46 TA ' 1 4xS 0 _ < om N O D � r n > s m m , W O WINTER SPRINGS VILLAGE CARNAHAN •PROCTOR CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING = ^' �'�� T CONSULTING ENGINEERSSURVEYGRSPLhNNERS 3 11 -13 -10 BAT 'AT REVISEDPER CITYENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE MICHAEL BLAKE BLVD. 1 D9 - 22 - 10 BAT JAT REVISED PER SJRWNID CPC RUTH. NO. 00002936 FILE NO. D90816 NO DATE BY CK'D REVISIONS evcE- // J �. �a I I I 25,5 za.ei I I na I v I I - l l \ \ 1 z, sa 21 55 EVCS IA +0].90 sz `\ m R,33 SEE SHEET 45 � 1 MATCH LINE MICHAEL BLAKE BLVD. STA. 14 +50 �m 2Q93 SEE SHEET 45 e MATCH LINE MICHAEL BLAKE BLVD. STA. 14 +50 21 1 EVCE 21,12 1 RR.OS R, 20 12 ]1 2336 R41 1 89.01 24.9 7 1 ]510 o� 1 i lO I 1 I 1 j _< om 7J _A N O D z r D In r n D c) n m D m , W O WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR CARNAHAN • PROCTOR CROSS INC. HERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING TINO ENGEERS-SURVEYORS P—RERS CONSUL IN 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE MICHAEL BLAKE BLVD. 1 D9 -22-10 BAT JAT REVISED PER SJRwmlo NO DATE BY CK'D REVISIONS CPC AUTIE. NO. 00002936 FILE NO. D90816 R,33 � 1 �m 2Q93 e 140 RR.OS 12 ]1 2336 R41 89.01 24.9 ]510 o� o� o� S O m A 70 N n O D Z � D � n nm D• m 0 2036 e 2B 02 2e 3s 23,1 lily EVCC 2829 2811 1 2].63 1 — 1 2].25 234 _ 26.02 2649 1 1 of 1 ]611 25 34 �iJ 11 1 25.6 25Pff ..a 1 131 EVCE:25 11 6 ny y — 6 BVCE; 6 2 1 .81 _ — 2— ua MATCH LINE ROAD B SEE SHEET 4 q�s - m4N zY� s CARNAHAN• PROCTOR • CROSS, INC . CONSULTING ENGINEER SURVEYORS PLANNERS STA. 7 +50 8 b °a s s� WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR MERITAGE HOMES PLAN AND PROFILE ROAD B O 1� 10 10 � I mo__ I Iw � 3+C MAT CH I�NE R OAD SEE SHFET4g TA. 7 +50 S8 3 DD I a I '� I Lb 133HS 33S 09 +L'V1S 8 GVO`J 3NI� HOlVA c l 05 7� u m 2 I o eve 21 z2- A I 2�0 zz E5 � � + 5. sad, zds5 �• 2491 / / / /// i / / //� �9�0--- / E \� I EVCE 24 72 24.5E \ \ 1 \ \ 1 i \ / 24 06 I I I 1 IIQ 1 IJ56 I 1 1 W I � 1 I 1 1 2] .0.5 , o I — _ _ I I I I, + 0 avow I L, 5d a de o z, ,d5 I E� I : = ,d.a,,da zw oD I — v �, I - > 09 +SI'V1S 8 GVO2J 3NI H01VA a 6b 133HS 336 OS SL vl6 9 GVO 3NI� HOl A ,5.5d,da r m , 6V 133HS 33S _ '_ II s 2- Fn II �' W 0 WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR T CARNAHAN •PROCTOR • CROSS INC. HERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERSSURVEYGRS PLA 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING = ^' �� 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING .FERNS �;�`' PLAN AND PROFILE ROAD B 1 09 -22-10 BAT JAT REVISED PER SJRwmlo NO DATE BY CK'D REVISIONS _- CPC AUTH. NO. 00D02936 FILE NO. D90816 zz E5 � � + SEE SHEET 48 MATCH LINE ROAD B STA. 15 +50 A s D ° D Rl o _ �6 ��V � 7 Eur� I9 L� 0 \ �p ,,,, � \ do V � A 0 �p d o 5 PM ILEV 19 ,11 M E�V ,6s6 I — — — A I O L - -- — - - — - - -- 692 BV L. V DO 0 I - - - -- - -2 I -- -- - - - - — -- 2 I I N i D I o I F -- -- — - - -_ 10 A S < — S 313882 A A N ti w n Dr ____ — ____ - 1> Lo N D) D m C7 Ur-, 17,06 I I + , w o I 0 _ o oo +sz o sz v av0a WINTER SPRINGS VILLAGE CARNAHAN • PROCTOR CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` HERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING = ^' 4-�; T CONSULTINGENGINEERS-SURVEYORS PLA 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD B 1 09 - 22 - 10 BAT JAT REVISED PER SJRwmlo CPC AUTB. NO. 00002936 FILE NO. D90816 NO DATE BY CK'D REVISIONS � zzze 1 2170 19]5 I e1.Oa i i zo 3e i i I I I ' � EVCS 18x08.8 � - m ; . �, PI ELEV 2Q 26.36 / � N o i la i IB.88 I 16.50 la i m E NC 62 18. - 682 1 i i ,s 5 o � Uo 1 1 f o i la i IB.88 I 16.50 la i m E NC 62 18. - 682 1 i i ,s 5 o � Uo 1 1 Us STA 0113 111 230 I W A e.ab _LJ 5 +00 CK m I A — — — — 9 T I m I I — v D I II I 26 27 m 28.28 N 24 7 S - 8 q A - R OAD D 23 6 o a 25]3 5 j °- MATCH LINE ROAD A STA. 8 +00 SEE SHEET 51 MATCH LINE ROAD A STA. 8 +00 _ m n ° a SEE SHEET 51 �joaa ° � s,, WINTER SPRINGS VILLAGE CARNAHAN • PROCTOR CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` HERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERSSURVEYGRS PLANNERS 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD A 1 09 - 22 - 10 BAT JAT REVISED PER SJRw KIU CPC AUTH. NO. 00002936 FILE NO. D90816 NO DATE BY CK'D REVISIONS 27 56 R].8 �I ° S I avl ' 26.85 la I �/ la B BVCE' 2S�R l LFOd P& ➢➢ I 25 // a3 BVCE: 25 ZS 2-9 � 1 ' 4S2d I E EVCG IS 2561 � a BV � � 28.36 evrT o m �Ib rz5sn N � p D � N D Do t I — I s vrs as evcE: u �5 ➢5 m j II I I ewc- s 09 133H 33S 00 +9' V1S V OVO'd 3NIl HD1VW MATCH LINE ROAD A STA. 14 +00 SEE SHEET 52 '121 05 Y O d O s 5 d dy 0 Foo �L � SSdd � 1 I I i �I �qTC tiq�F � S q 7 x �0 x < om 7J _A N as O D z r 1 Bvcs eVCE ➢ to EVCE[ r n In n m I la / 25.24 D r m , i i � I i 24,42 I 2442 i i i i O i D 2310 N 10 z WINTER SPRINGS VILLAGE I ­1 l3 H2 1111 2311 23.08 ,1 m- EVII 1111112 EKE 2344 CONSTRUCTION PLANS FOR ` CARNAHAN • PROCTOR • CROSS INC. HERITAGE HOMES 4 12 -16 -10 BAT AT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS -SURVEYORS PLANNERS 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 0 9-24-10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD A 1 09 - 22 - 10 BAT JAT REVISED PER SJRVAID NO DATE BY CK'D REVISIONS CPC RUTH. NO. 00002936 FILE NO. 090816 22,33 as 1 Bvcs eVCE EVCE[ 4613 20 4 / n I la / 25.24 r zap i i � I i 24,42 I 2442 i i i i 2364 2310 N 10 z I ­1 l3 H2 1111 2311 23.08 ,1 m- EVII 1111112 EKE 2344 a SEE SHEET 51 MATCH LINE ROAD A STA. 14 +00 '\ MgP / N� Rp z333 I _ ADA Q STA, - � 14 +p0 Euc3. ,4.58a2 I I EucE. 2— LS ti i I> - 22,43 ° ol P a - 21 Qy z, 2-P � ND n m m � I 2 e 3 X1.64 I / PN STA = ,62-83.09 / PM ELE 2I d5 2, 23 / i i 0 pan � I I a� 1 i 3 \ 1 I 1 ,1 1 1 1 ,3 ,]9 1 I I� I 1 I. ,3.09 1 / � evcs 20,2515 sn ten _ I EVCS - w },♦00.15 to - 18]9 16,39 I D � r n I 21162 vcs. s MATCH LINE ROAD A STA. 22 +00 SEE SHEET 53 a s _ MATCH LINE ROAD A STA. 22 +00 0 SEE SHEET 53 _ e� WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR msa.O ` T CARNAHAN • PROCTOR CROSS INC. MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERS PLANNERS 3 11 - 13 - 10 BAT JAT REVISED PER CITY ENGINEERING = ^' �� c ° 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD A 1 D9 - 22 - 10 BAT JAT REVISED PER SJRwmID NO DATE BY CK'D REVISIONS CPC AUTH. NO. 00002936 FILE NO. D90816 ND n m m � I 2 e 3 SEE SHEET 52 MATCH LINE ROAD A STA. 22 +00 �3m SEE SHEET 52 MATCH LINE ROAD A STA. 22 +00 I 1 f 1 A \ \ I 1�n t ° o CARNAHA N -PROCTOR • CROSS INC. 66 .. / .. pia 5�5 1121 MERITAGE HOMES ml Q -16 -10 11 -13 -10 BAT j1A I I 1 &97 14,1 2 D9 -24 -10 BAT REVISED PER CITY ENGINEERING I> is m PLAN AND PROFILE ROAD A 1 o9 - 22-1. enT Revlseo PeR sJRwmlo 16.5< f NO I ElE 1611 17.a5 2 \ _< om A 7J N O D z r D In r n Lo D C) m D m , ;u 0 = e a s s� I I I 1 1� SEE SHEET 52 MATCH LINE ROAD A STA. 22 +00 WINTER SPRINGS VILLAGE A CONSTRUCTION PLANS FOR I t ° o CARNAHA N -PROCTOR • CROSS INC. 66 .. / .. = e a s s� I I I 1 1� WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR CARNAHA N -PROCTOR • CROSS INC. 12 MERITAGE HOMES 4 3 -16 -10 11 -13 -10 BAT j1A REVISED PER CITY ENGINEERING REVISED PER CITY ENGINEERING 2 D9 -24 -10 BAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD A 1 o9 - 22-1. enT Revlseo PeR sJRwmlo CPC AUTH. NO. 00002936 FILE NO. 090816 NO DATE BY REVISIONS A ° 9 ° 9 o� 22, 251 1 MICHAEL BLAKE BLVD _ IL11 2111 00 + 2291 86 I 66 UL p n a O _ — L-- - -L - -- el O - - - -- 21,11 1 60l OU 6ll 2 21 21 F 119 a avow - i LL 8L 61 08 I x < om N � O O Z D r ti D N r O to D O m D r m II W 0 WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR ` CARNAHAN •PROCTOR • CROSS INC. MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTINGENGINEERS-SURVEYORS PLA 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD C 1 D9 -22-10 BAT JAT REVISED PER SJRwmlo NO DATE BY CK'D REVISIONS CPC AUTIE. NO. 00002936 FILE NO. D90816 ItO +S- _T - - - - -T � 00 +b bl 9b� Loy eta I 6bt II I I I, aM 25 5 v0a PVI ELEV- ` 0 L 001 9 zssl -- 461__ bbl 96l ---- - - - - -- 961 25 e T 2s.51 �' L6l 98l Ev�cs�la2i s I evcE. 961 2521 66l 21 1 OOL 92l - _ 1071 p D - -- -- -- -- O 621 m ZOZ 21 d� e s. OL evcE. 25. 0 I 06l bOZ - - -- - - - - - -- l6l 25.26 90Z Z6l -E. - 90Z 2d.9 I 21 dl LOZ £61 BVCE 25 51 80d 2511 n N I N Y o I+ 60L EVCS 4,2 11 0 LE EVCE 25 18 212 24 1 I a k \ 9 � O m L A y � n r � m , � f_ II W O WINTER SPRINGS VILLAGE CARNAHAN •PROCTOR • CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING = ^' �� T CONSULTING ENGINEERSSURVEYGRS PLANNERS 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING -22 -10 BAT JAT REVISED PER SJRWNID PLAN AND PROFILE ROAD D CPC AUTH. NO. 00002936 FILE NO. 090816 NO DATE BY CK'D REVISIONS os 00+ LA KE �VD MIC AELB I ON`y eves. 9£l 51 �ti SCl o � b£l £Cl I I + ZCl 0 7 . 25 1 N�Y � 4 ROAD B PM ELEV - 21 61 p 1 2141 10 00 +6 O � — 8 Liz 24 n2- I lZ blZ 9lZ L lZ 0 8lZ D 61Z OZZ ZZZ £ZZ E ICS 5185 14 I 11E 1114 bdZ — 9ZZ 9ZZ r n° EuG LZZ 29.56 26 27 NAY o eaa _< A 7J d ado Z D r v D r n + D m a f_ II W O WINTER SPRINGS VILLAGE CARNAHAN • PROCTOR • CROSS INC. CONSTRUCTION PLANS FOR mow msa. ` HERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERSSURVEYORS PLA 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD E 1 D9 - 22 - 10 BAT JAT REVISED PER SJRwmlo CPC RUTH. NO. 00002936 FILE NO. D90816 NO DATE BY CK'D REVISIONS z I sum z? es - 24.ee am eLev =24si e 2111 6 I sss3 2s i I zees iii�2 nb / 2�6s f � 19.9 25, r S 1 +00 6 3S`dH Z d I i� i GRAPHIC SCALE / 2 +0 --- - - - - -- - -- 1 i----- - - - - -- ( r ti T —►° ROAD F Z �d a p � ' /ygSF Po 1 LO - PN STASTASa]0{IO sS PA ELEV - 22 HE mmmm m o a o U U ESIGN oev: A D - 16 0. � It 1 --- t +oa boa—--- 1---- 1- +ao :. ------ - - - - - - -� - - -- - - - _� —_�_ W O LL p Q LL Q z Q �¢ ROADWAY � Z W >J g GO --1 W J Z zW 0 Ir you CL � � LF Z LOW POINT ELEV = 22.94 HIGH POINT ELEV = 21.48 11 1,A � Z Z z K - 4589 K - 30'112 75.00' VC 5500 VC ION (ELL ROAD E� SI�0a00 O LL ci Z cn p " LL cr F � U ; M y Z �d a - P PVI ELEV a2350 LO - PN STASTASa]0{IO sS PA ELEV - 22 HE 0: A, o a U U U ESIGN oev: A D - 16 K = 40.14 It �¢ ROADWAY 4 @ R ADwnv ION (ELL ROAD E� SI�0a00 2xso) - — ION (ELEV 21,11 A 1 AOwav 4 A, ll A' IN ITAT DN (E� A) Q INDICAT S POST- DEVELOP ENT SEASONAL = HIGH GR UNDWATER TABL n IS ci Z cn p " LL cr F � U ; M y woo 1.00 2.00 1 +00 4.00 s.00 8.00 Two 57 OF 63 s All H. l VERTICAL SCALE: 1" -- 3' A, HORIZONTAL SCALE: 1" = 30' "; lK Z �d a z 0: A, o a U U U ESIGN oev: woo 1.00 2.00 1 +00 4.00 s.00 8.00 Two 57 OF 63 s All H. l VERTICAL SCALE: 1" -- 3' A, HORIZONTAL SCALE: 1" = 30' "; lK � aal I cal I bzl I sal I 23 D z . a _ R N ELEV B � o I oo +z a }�s � I S8 t I Zbz I is b8 i2307 I I bd I S8 A bbZ O p Sbz 2211 98 n — —— � 9bZ zz s, � L8 Lbd gib � 84Z 88 22 23 6bZ 68 T oSZ l9d z, ea d5Z l o Im I I'll 2,.n l O m 7J A — y O O Z D � m D r m , � f_ II W O WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR C' ` CARNAHAN • PROCTOR CROSS INC. MERITAGE HOMES 4 12 -16 -10 BAT JAT REVISED PER CITY ENGINEERING CONSULTING ENGINEERSSU RVEYGRS PLANNERS 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING c 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING PLAN AND PROFILE ROAD G 1 D9 - 22 - 10 BAT JAT REVISED PER SJRwmlo CPC AUTH. NO. 00002936 FILE NO. D90816 NO DATE BY CK'D REVISIONS � o a� o O r _A 7J N O D � r D � r O W D O M m , f I I W O m4N m ==C) r; CARNAHAN• PROCTOR • CROSS, INC . CONSULTING ENGINEERS -SURVEYORS P—NERS I � cs� I l8l � l8l 1 es� 69l I 08l 6Ll 8Ll A a� a� s a WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR MERITAGE HOMES PLAN AND PROFILE ROAD H '1'� ST. JOH S LANDING SUBDI VI51 N — — ----- - - - -L- 1---- 1 - - - -1 -� w ED U --- I ED s I N _ PRO— FASEM T STATE TRAIL RAW (UNIMPROVED) o o � o m -" "*`+�'' ..a... ,.ao (MK is DEEP Iwo zs' wioE) _ ruR.e.. Pa N— u 0 0 m Z O o w p N _____ ____ ____ - --- ---- -- - - - - - - - - --- - ---- -- -- - - -- -- n euwn�ere easwE NT 11'i'Al N c,i v - avz c.reassea. P oezl x " mRarv�wc NascuEM) — (. Pao�e.) ¢ ¢ w ¢ ¢ O o / II I � - - - mil. n cm���_ '•..... m m O / I ' �\ LE Z _ ;� ��v _ z w > Q CID z r T \ /) t i v )NTR OF ' PAVE r Z Z W = v I I I - I I \ .y, / � I I u z PHASE 1 IMPROVEMENTS 0 U OTE - / M T S OF O SUE - BASE APPLI T iHaT O - IN IS NECESSARY PO RTION OF ROAD aiHAT NECessaRV r `� \ ITATON lEll I EA ' ETAL AND O p ACIAll PUMP V - SHADEDZN SALE BE CONSTRUCTED IMPROVEMENTS SHOWN N PHASE N PHASE , '\ r a a % EP "HU OF 1 FUTURE Os = ,z n��L�=ED —E z ar ° 1. .O� A M� a0 1121HI DE E�EPAT�ON To) I �'� a U ° - e ALL � -sN ENK� "E TENAE� —TINN % Y- OR awH —T� ULCH PLL��� `< °M�E6` "� NSM< � N.<NNE. EE�E ON \ �' n��Ea 'r jp°j PHASE 2 EARTHWORK REQUIREMENTS lElI l"ED v: E E CEIF, IMEI I NTS ON) (PxaiT i / / 60 OF 63 J SI I / � No O 3256 GRAPHIC SCALE - zi 'C rpgNl � AllE IF SAY W Ax �� - _ SO�NEPD,E - SOII STRIPPING 8 PLACEMENT DETAIL - - ST4 T F T u s +ra, . MA. ous 3r�ro n.0 . m i rt i k� M. N P CUT" V U Ep Y a -�a ( 1 r 4 w Z dO AS �w w� W X z 0 J (n U) d c Q z co Z O = Fn atza W U, Ut- < X K W Z z `') z o �o U Z U) U Op U a? O N, 0 Z a Z a� U PHASE 1 IMPROVEMENTS GRAPHIC SCALE LMT sue en APPLES TO SEC ON 61 OF 63 O T IS N AATY SEWER INSTALLATION AND TEMPORARY PUMP STATON ACCESS (SEE DEAL SNT 00) l ��E ti Si ADED NERASTRU NRE MPRONEUEN TO OU-1 N PHASE L SHALL BE N PHASE 1 3 25 1111 IF Si pNAE A, U - I I I L I I I I I I I I I I -T 1 Q CD l _ I I � It, � I /m i ti v / L /l° \ Lu EE I mil � � /� /� /'� �_ I I � I I n U) ion m m z WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR CARNAHAN•PROCTOR•CROSS INC. 4 12 -i6 -10 BHT JAT REVISED PER CITY ENGINEERING o CONSULTING ENGINEERS SURVEVORS-PL oNNERS HERITAGE HONES 3 11 -13 -10 BAT JAT REVISED PER CITY ENGINEERING m m v N ...a ...AOai 2 09 -24 -10 BAT JAT REVISED PER CITY ENGINEERING ����� UTILITY PHASING PLAN 1 09 -22 -10 BHT JAT REVISED PER SJRWMD CPC AUTH. NO. 00002936 FILE NO. 090816 NO DATE BY CK'D REVISIONS I 1FL1 F.1 nr, a , � � i �rwc uvieoM nrerw [ v1 i I I I 77 — I � s I U 0� 0 Y", o ]JU U ' DO MICHAEL Bl f GRAPHIC SCALE gym— , Os ; ol o rA�rR Rw 2 NMpR 0 PE �a U 13 EL \ oESI N o �E 63 OF 63 N. 33256 EAlL * 1 �reu��ori N fscc PLaN snc� �i� W K � � Z Q J Z W o U ¢ 0 Z PHASE 1 IMPROVEMENTS T Z Z W 2, co Q If c- 0-U Q a F LMT . OF EPA E A E Poa Rv P MP ZZ ZZ La T o �a U 13 EL \ oESI N o �E 63 OF 63 N. 33256 EAlL * 1 �reu��ori N fscc PLaN snc� �i� U as PHASE 1 IMPROVEMENTS 0 LMT . OF EPA E A E Poa Rv P MP STAT ACCESS (SEE sH, sa oE.AN P,ASE z s,AL BE CoNS,R�C,EO �N P'AS , IN a a � U o �a U 13 EL \ oESI N o �E 63 OF 63 N. 33256 EAlL * 1 �reu��ori N fscc PLaN snc� �i� 13RAP111C SCALE LEGEND O JAPANESE BLUEBERRY CRAPE MYRTLE LONGLEAF PINE RED MAPLE BALD CYPRESS ALEE ELM �o H'ADLEY r HANS?P fl LLC. q HAP-LAN I ANSON, INC. z 0 E OAK WALTER'S VIBURNUM (HEDGE) V I YELLOW CANNA VE OAK (65 Gal.) (Highrise or Cathedral) PICKEREL WEED LIVE OAK (100 Gal.) O O O LANCE -LEAF ARROWHEAD (Highs or CathcdrM) SOFT -STEM BULLRUSH CABBAGE PALM ASIATIC JASMINE (TA) 2 SYLVESTER PALM �o H'ADLEY r HANS?P fl LLC. q HAP-LAN I ANSON, INC. z 0 CAAPHIC SCALE v.N. G, fi n. n . IL SYLVESTER PALM I / I / /k / M1C Hglet ; B�kF B �Q ZL 2 ti O W IY O O LL J n n Q >¢L a U) 0 w O 0- ZOO F U6) U H O LLI F_ Z JAPANESE BLUEBERRY I I,IVI! OAK o WALTER'S VIBURNUM HEDGE ' ( HEDGE ) CRAPE MYRTLE Hi daise or Cathedral) um Y F:I,LO \Y CANNA O4a IKL LONGLEAFPINE LIVE OAK (65 CaIJ Cathedral) PICKEREL WEED H N ONELLC. V � RED MAPLE (Highrise or LIVE OAK(100 Ga1.) O O O LANCE -LEAF ARROWHEAD BALD CYPRESS (Highrise or Cathedral) 000 I ARLAN I ANSON, INC. SOFT -STEM BULLRUSH AI,EF. F.I,M CABBAGE PALM o o ASIATIC JASTdTNE (TA) r« j SYLVESTER PALM I / I / /k / M1C Hglet ; B�kF B �Q ZL 2 ti O W IY O O LL J n n Q >¢L a U) 0 w O 0- ZOO F U6) U H O LLI F_ Z O4a Q V � � a z j < OYYN D RAWN HH DESIGNED BY SHEET: L -3 GRAPHIC SCALE i i I / LEGEND ,„,0 JAPANESE BLi7EBERRI" {� CRAPE MYRTLE LIVE OAK hrisc o WALTER'S VIBURNUM (HEDGE) J} Hi or Cathedral) YELLOW CANNA I,ONGLH:AF PINE LIVE OAK (65 Gnl.) (TBghri or Cathcd�al) PICKEREL WEED RED MAPLE LIVE OAK(100 Gal.) LANCE - LEAFARROWHEAD BALD CYPRESS (Highrise or Cathedral) O O O SOFT -STEM BT?LLRUSH ALEE ELM CABBAGE PALM SYLVESTERPALM ASIATIC JASMINE (TA)� �O U n y 1 � PSTF�C y9yoG ,o O o a� UQ�Ob q/T/�2� � 1 <RFNC /FS /ci � l/AA C ACC 0 w W fY ( LL J Cn n Z J Z W J a)a0 W (7 Z S a Z OL U F cl U) U H O K Z K W Z Z Z Z g= 04'a a U W ADLEY HANSON, LLC. DESIGNED ev: HH MSG HARLAN HANSON, INC. SHEET: L-4 s a 2 > L O . --------- - - -�:� 0 19 Em ��111111� IIIIIIII� e ®�e��eea W fl� U o LL J U) U) Z J Z W J v a 0 W � x a z Z OO U H U) U) U H LLI z W Z Z �o U d to � U) _ � w G' z GRAPHIC SCALE U a a� a w� 8 a° 2 - - -- - I I I I I I I I I I I U UIU U UIU U U I I I I I I I I,IVF.OAK c WALTER'S VIBURNUM (HEDGE) Hi hrisc or Cathedral) AANSON=LLC. YELLOW CANNA I,IVI? OAK (6J Gal.) oESicNEO SHEET: L -6 (Highrisc or Cathcd�A) PICKEREL WEED LIVE OAK OAK (100 (hl.) H C O O O LANCE -LEAF ARROWHEAD (Tlighrisc or Cathcdral) SOFT -STEM BULLRUSH CABBAGE PALM ASIATIC JASMINE (TA) SYLb'ESTER PALM JAPANESE BLUEBERRY CRAPE MYRTLE LONGLEAF PINE RI?D MAPLE BALD CYPRESS ALEE ELM i U z U U xorniN W.ADLEY AANSON=LLC. wa sv HARLAN HANSON, INC. oESicNEO SHEET: L -6 i LEGEND JAPANF.SF. BLUEBERRY LIVE OAK a WALTER'S VIBURNUM (HEDGE) CRAPE MYRTLE Ht , hni , or Cathedral) YELLOW CANNA c LONGLEAF PINE LIVE OAK (65 Gal.) GRAPHIC SCALE N (Highrise or Cathedral) PICKEREL WEED RED MAPLE LIVE OAK (100 Gal.) X O 0 LANCE -LEAF ARROWHEAD ;,on = I re. BALD CYPRESS (Highrise or Cathedral) SOFT -STEM BULLRUSH m ALEE ELM CABBAGE PALM o 0 ASIATIC JASMINE (TA) ,� � ELM S PALM a F/ z W � O O LL J f7) U) Z J Z W J > <� a U) 0 w 0 M a z E O Lu U F rn U) U H O K K w F I- Z Z �O - - -- �_._.. _ -..., O y U o s 0 s 0 a --- ---- - - - - -- - -- a o® a° o V l l l U U OYYN WADLEY HANSON, LLC. SHEET: L -7 H HARLAN HAVSON INC'.. O 4 PART 1 — GENERAL A. DESCRIPTION ll., includes a maienol, e eni, fro nspartotion, foals, water alit I. b., L1--p. pe the site, p I Items c Iled for ors ,se that c e ably Inferred 9r T the tlrawln gs, including r l h 91-19, dealing m lndo unds, p ring the s tl-g trees. shrub,, and ground D eaver. sIbkl,g and g,A,g trees. mulchln g. wa te T ring. allfalling. and r,plodng for o complete Job. B. MEASUREMENT AND PAYMENT Work under this section will not be paid for os a separate 'item unless a specific unit pr ce basis is included In the Bid Form. C SUBMIT' 1, Submit Stop drawl as required by the owner. 2, SubLHH a 11HIHCate from the suppl er staling that the plants mulch and other malerfal ronforms l0 the requ remelts of this spenfica Ho, 3 Submit a opy of the certU te(s) with each delivery. PART 2 — PRODUCTS A. PLANT MATERIALS U" ellthy and vlg orous pets shot a e Florida y1 (as defined In FlOrlda Depart 11 of Agi -t... and Consumer SeMCes. Grades•, a -d 11--ds for Nursery Plants Parts 1 a -d z), rr m)tary. mk,y a smt o q't, m eats, and eel eggs and AP'out disflg —tit, and oi pn a ler oXI - re le deet, se 1 lect ant moterrols rof shape, blotching hoblls and �lamral Yha A,�m, 1t Tawrim will produce 1 '.ra - full f lia d Sp-- IS TOPSOIL sill 0 led 1111117ed p A,11n9 Tema, o of 1ulta�mn9 119011- plant 9,,All. and taken r ll lI dAl", o sne and lhml be nee AT —k'1I, rooks o19e1 Hill 2 Inches 1, dik eter, olox toxic Y,Ylt- plonta, weeds, old roots z p s Obtained H coca s ar U a ar do slur r a-,isk- tD that found at me p nreet site. li s D y b obtoined U. notumlly, well�droin ed shes e wM1 ere 1Dpsnil Dmurs m o depm of not less man 4 inures and shall n1 be obtoined from bogs Dr marshes. 3. The lopsoll 1 e delivered In A no —muddy Con did- and 1 be su eel to the o of the PROJECT MANAGER. The CONTRACTOR 11THlCate o na1y111, made by a recognized authority, p we acidity range beten PIT 5.5 and PIT 1,5, a ess the drawings In dilate a type o plant needs o different range o ilFNh u shall Co -tall no less than 4 percent n g �n mntterl C FERTILIZER C —Mal grade. oano-oued re e, granular ierlll lzer c 11,1119 o end o Doted p Hie1 a wHh Ir included In owly wing and osltlpn c ming to . Fla. DOT Spec 982 r1. and b ring the m act a ref's g u aranleed ell Of anal yslS b y weight al p l2 parts o nitr o o9el. 12 parts phosphoric acid and "I2 arts potash n plus complete micron utrfen ts. D PEAT Ro p t or Canadian, !noble, clea , p enzed, free of foreign su bstan m, ontl in air —tlry condition. E. GRAVEL Grovel shall Consist of clean washed river rock, 3/4 11 11 to 1 -3/4 Inch 11 diameter and free Of any foreign debrll. F. MULCH * WATER FOR LANDSCAPINA Water s ll be fill, Df acid FIR111. 11 organic —111A, and s pH If 7.0 l0 8,5. Provde a water needed fo andscapinProllide p a e" or temporary piping and v and temporary l C ru cks to vey wa ter fr m the s e l0 the Dill o Provide any 'It— required and pay for water used, Water shall be free If petroleum products, pestfcldes and other deist erlous Cons. fluent'. A. EXISTING CONDITIONS Exercise care n digging a wa u -d olh er r a k, 1 not to dage e.lslfng work, 1UH11e1, structures, and vegetation. STOUId er d p sod or underg round Dbstru cllans be caun t mmered wam M1 In terlere wIM1 plonling, consult the Owner before odlu sling the co lion. The C.11r or Is es e lD iediate r of ony damage mused by his work. Replace damaged mot erial with material Df q size and p ch oroct er. B. GRADING Bring al panling a 110 91111ed 91-1. C1un9 and /Or hill, a eeded construct Y, unds, rem ov Aeedl, 111 plus dirt and k deb ifs aver e m diameter, and 1-1 to a oath u m grade. slope all l eas to drafts Establish ground contour HP xfs11n9 old p sed p v ells and drainage ways as shown o1 11, drawings, a TWIT, 11-1119 are ' (or shun' and Q a 2 inches dRdF the tap of 1 g po"",F w� 0 0 J (o (n J Z w Q � �a0 O Z ZZ w F U HUH � ❑ � ELI pe w � c Z Z �0 U U O U U d co ULJ EL Q U co Q J O L OMIN DATE: 10 WADLEY DIPRORED .1 HIT la _ HANS0 � LLC. eh r e r � SHEET L HARL 4N HANSON, INC. O FEE _ A F, HEE 5 F F Rl I lEl I HISE 11 1711EI E 11 1 111E 11 A 1 IF 11" El F . . . . AA A A_ lGlIl HHE', NN p A A END NAA _E E H, EE TA H, E I H, E E "AR G, ANENI H E I 11AH Gl H .T l 1,11 A11DIA F, A, HE NIl —N-N DEF1111 L ME V� THE VJ u HE LIAll INENT ,A IL 11 E — 1— HIE 111 NE ON roP F , A FININIED DI ITI'lE AFIDD I Al— A A, I� L I E TV Nllk 11 � D L L AFN N A�T A ALT�A Dre o DE 181UHIT ALL AHANTNG PIS NAF, H. NTLLT F, III I_EIIIIIII��I- F D re G LARGE TREE DETAIL AND z - 3 F L A F HII!E ` NAT IEE I—EF. NIEE A A LE El AL Il 111AP, A ED F I IF ,R A A E A', NNFL Al MITOP'll TREE GUY ANCHORING SYSTEM N. T, 5 11 L IRN A D L L ALL IND— N -TESAA ,MHHBL` E—D FIND Ta All - 11111111111111111 �Fj��j I N HE NETE HADE P17 NQT AF THE D ATE N I AT GGA&� 7 . , N�D� , �N AF_NE LE HL L ON TAI AF THE IA.T —F Tnis MULTI —TRUNK DETAIL N 7 A FAAG —11) ADD S IH IFACL BE DEWQVFD AHAI F H L I N G AIDE AF TIE LL No ,.ND 1-1 -El 71 D—ftl C CYPRESS/PINE TREE DETAIL ON SLOPE ) N T A NIIS ALL IF"E" P—A F. —11 N—T TS IAHN MN `ll`B.oT`l FT�,L�M�_�,E�ILOL P D D �PAANT LIll Fll 1PEADIF11 NI IFE A FH GG CAN' OF 1� �E ` ONE INLF AFNE 11 A 1INIDNIN11 pGFH,F N 58 5 IDAN9 NN, ,JI F`A IF LL _NTNI TD N>7,LaTDN 111 111 PreDre IE NITE e S�BAL PALMETTO PALM PLANTING DETAIL NANIT11 FF 711 711E AHL — N GENERAL PLANTING NOTES- FAN I ............. O PI LS APT SPACING DETAIL N NILFI, 2 NIN (1FP I IFAT AALL 11FIN IE E—FILL —1 FILLID AN LAIIINED E—TIN. IRIL D IEE IF DELE—I—A ATIIIAL TI PI ANT A A L �l A E—L RE PL N8NERAIT.1 E ENTED 11A 2" ABOVE FINISHED GRAD —E HE RCo LA ON IF LL PLA LL PLANTN A A PTA aB 71 I—ALLATIFFN —F 3 D� IM NED S T 7 TO E ECALE PT ILL EH-1 IDE HF HE AFN71INEI 1.FT.ELL DI—ETE1 H O SHUB DETAIL N T R S I DATE P-1 TI 1-1, PE, IT HE GHT 11— �E —SEEN AND 4_ NF EPTAN AGE 'PEID-11— E N11 NE F`oNDA DEre ,D HSLD —El 101E ANLIll IFIN All-11 IFNI SEE NOTE NA—El OF THE TREE AALL N D ATE PALM DETAIL lAl SFILL IF AN IN A IT—FlEl NNE, — —A G—L BE —T IONIE o INEITEI. CENFZF ADD A111 11-1 SG DIE— LETE, lNDDFF LAIFFS 1—IFF T AND —L�D ALL EN AFT N� I -H H�H FE �N�� F FKN SOD DETAIL N 0 0 I, U) 0 Z LU U) 0 LU LU z F- U) U F z a , < LU L -.1 OL U) Z 7 0 C) o , o" mw Z 24 V ISILE: AS SH.— WADLEY ' T �'M.l' LL C. Land scape A—hit—t— HARLAN HANSON,INC. ♦ In`� D EN.—, iNL ............ -e .. F I BEER I "1 11 ALL No�oeE 11.1 TO ILAGI 11.1 TO RIGPDR. AN ARCHITECT SHALL MCI BE 1E11=N MAG L 1 .1 111 10 DO SO SHALL NO' BE CONSIDERED CAUSE FOR FUTURE EVIRAS DR .UAMIIIS 11 .1 TO NGDmA AND WFI PIECE 11 OF THESE PLANS SHALL PC— N H SCREPANCIES PLANTING PLANS ON' IF AM, A CS ALL DSCIEIALRIES M CAS IF SHALL 'AKE PRECEDENCE OVER PLAN' LIS' No PC • LARSCAPE U AROLISAT. PLANT Itt —I THE OF 'HE LANDSCAPE CIMIIACIII, HE /SHE SHALL TAKE STEPS TO INSURE AVAHABL" A, FIRE OF PLA A �� PLAN' MAIL AL PRECE MOVERGCbNTAINERHSIZEND THE SPREPD SPECYFICATIONS SHALL TPKE • ALL PLANTED AREAS TO BE OUTFITTED WITH AUTOMATIC IRRIGATION SYSTEM FISH DRIVING 1111 11VEAPIE AND 11M IF THE PROATIN .. HER • ALL D HARDSCAPESRI,ES O ROADSP WALKS. SPAVERS. ETO ACCOMMODATE 25� LATER OF MULCH IN PLANTING BEDS ALL PERMITTING AND FEES TO BE THE RESPONSIBILITI OF THE CONTRACTOR PI ANTNA NOTES • SEE PLANT LIST. DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION HERBICIDE, SEED, AND MULCH LAND"T CONTRACTOR VFALL GUARANTEE ALL PLANT MATE' At FOR A N (2) W EJECTION ANO GUARANTEED FOR 12 MONTHS FROM DATE OF INSTALLATION. PRIOR TO DELIGERI TO THE PROJECT SITE LANDSCAPE CONTRACTOR 1HALL C111DNATF IT A WORK WITH TH AT OF THE ".AT.N AND LANDSCAPE L CITING CONTRACTOR T T (1) CLA EN DATA AFTER PREEMERGENCE TREATMENT CONTRACTOR SHALL P_ To PLANING LARGE ITINEI AND NOR "' 1ED1 11IFF AD TI11EDI11A11, 1 SO THE IF END 'HA LL ALI. os /CM OTHER FOREIGN DELETERIOUS M • PLANTING SOIL MIX/BACKFILL SHALL BE AT A So WHICH MAI BE HARMFUL TV PLANT A, C WHO I, HND , 'LAN I ING APEA LEON, PGORLI DRAINED 501L STALL NOT BE USED ALL 10 L A I IN PLANT NEED III IWOUNI10111 AND TREES MINIMUM OF I TAPSMIL LL PLANTING AREAS AND PLANTING PITS SHALL BE TES ED FOR SUFFICIENT • PERCOLATION PRIOR TO FINAL PLANTING AND IRRIGATION INSTALLATION TO E I ... . NO PIP D A A LAID P LANT 'EDS IN PARK NO LOTS AND N APIA I DIAIN-1 IS BIT EVIDED LANDIIAPE 1INTRAIT11 ITALL III AND RACE ALL TREE1 AND PALMS AD LED "ECTIATON, AND DETS L, No NAILS 5"ESED OR SEND 'HALL RENE I' ATE 'HE OF TE A CUP FACE OF FREE' AN I PALM' A LL IUIING AND SHALL BE PROFERLI BARRICADED AND FLAGGED DUPING C.NSTAUCTIGN ALL BROKEN CITES AND CLEAR TRINK BRANCHES IN FREE ' ARE TV BE STAKE ALL TREES AND PALMS FOR APPRAVAL Al LANDSCAPE ARCHITECT PRIOR To NSTALLA, AN MU OF 2 5 SO�� DEPTH UNDER PLANT BEDS TO BE A MINIMUM OF 2 ENCLUDING I OF TOP So ALL SOD SHALL BE 1007� SDLI I SOD, 997. FREE OF GOODUS AWEDS, WITH A 2 RR(24)NH NI AD AS SURFACES FOR SOD SHALL BE E NSU R E R WITH TGHTLI BUTTED TOINTSO AND POLLED 4 0� WADLEY HANSON, LLC. Pl— ng sign Lerrdscape HARLAN HANSON, INC. RAS- oRW, n�4a>v It i D -eez� E, -.—D ahor NIT FALL BE BE A FDIC E 1= 12 GREATER AFTER TIE TREE A SET IN PLACE All 11TE1 A'S I' BURLAP, ROPEREMOVED AT PLANTING. PLASTIC. STRAPPING. SIN THE TIC LAIGI COIL ITIMPA FARE I.NPACTING THA SOIL .1 STAMPING AN IT AID Po"ET' ARE To BE REMOVED " "T"ING LET I WATER GET TIE OIL 1 GTE A TO • MULCN: ORGANIC MULCHR (No N CIPRESS N MULCH OR PEAT IS TO BE USED). MULCH 2-3 FIAT DIAMETER CIRCLE OF MULCH PEFL IF FREE TRINI =1 P G�N C I AMATER AROUND EACH TREE AND PALM RE GASS A NOT I I J G THE • DURING IRRIGATE TREES AS SPECIFIED WITH 2 GALLONS PER INCH UNK CALIPER MIN WATER SHOULD ONLI BE APPLIED IF THE TOP OF THE • THE PRACTICE OF TREE WRAPPING THE APPLICATION OF PAINTS/TAR ONTO PRUNED BRANCHES IS NOT ALLOWED. ALL ' CABBAGE PALMS ARE TO HAVE BOOTS INTACT TO THE GROUND. ALL CABBAGE PALMS ARE TO BE PLANTED WITH THE ROOTBALL TWO TO TRREE INCHES ABOVE FIN15HED ARGUE o HART AEPAF IT VERE U SEE HTTP: /HORTIFAS.UFLEDU/W ODI FOR ADDITIONAL INFORMATION PLANT LIST QUAN BITANICAL NAME COMMON NAME "' AND SPECFCATIONS COMMENTS PARKWAI AREA: TREES AND PALMS Colnetlrol Live Ook ptl/ t g trunk /Full 2 wl /6' CTS / }0 Gal. 58 G.....s Cathedral LIPS AND 13 hg1 x 8' spd/ Stng18. sUOlghl I(unk/FUII SDLN pp 2Gl5 Cathedral 3 -3.5 maA col /6/ CT , /65 G.1 Match A III at Caearal Live ORI spa/ IIIII 1 q ull 1DLN 1112A15 G III ro °lee Elm - col /6' GT, /100 Gal. spa/ M. Q 9 trunk /Full E-1 II p141552 2 cal/ 0 IT/30 Gol. Match P-11 y sires Ivey /Wild Dote Poll 1g h1 /B &B /FF Full /Heavy Straight (Sy—l" Palm) 24 col /M. 19T ge/ 1111111d 11, COMMON AREA, IFFEC PALMS HEDGE AND WEILAND STPUB PLA PTING ©Flcme um n.nda Red p c /6 TSB 4 MoLch s r.lynl tr nk /Full deCpens H e 113 , 9 bunk /FUII FTA BlueDF Mptch ° e ° (M — nk /wll /TFee T.,m T a9ro,o,o . t o 6` CTi3 Gat H 9 trunk /Full 2 wI /6 C.T . 3 GPI Cathedral Live Oak S g s1 g W nk /Full SOLD All 2CI5 Cathedral 3 -3.5 maA co /6' CT, /65 GoL 11 cnHdearnl Live onk m,/a' cT. /ISO cal. s y , st y Hranr /FaII m / g t,aak /FUII E- 1111111152 °oli 6�Gr /]I Gal P�nus p.lustHA g T Pine 9 trunk /FUII 15 .'12' C °i15 GnL P-1 so- P KI—ua can g mm 1 - gnt/B &B/ lull/ lull/ , i � s B. _+ % P . —not T,a v0. .1 do e/ 58 TO.toduln dtslich— Bald Cypress T r" x 2' spd/ 2A rot /HS Gal. Single, W,Night trun Conn. Hlamdo LAIN Conn. 1 Got 0 ,C/ Ponteae11. cordoto Pickerel Weed 1 col Full /36 4 914 , g r1. A-11O110 Lance -leaf wr--d 1 Gol FUII/36 6 24 max water 190 SClrpus 'di", Soll -stem BulrusM1 1 Gal FUII /24' O.G/ VHHIIHm 000wtum Wolters Vihurnum 15 spd./ 3 Gal Full /36" O.C. /Plont .s shown (Code H dge) SOD ASIATIC JASMINE, AND PERENNIAL PEANUT IN PAPKWAI AND COMMON AREAS s SIDE, to .nut 4 u11/18 A C /Plan in tine rmum asi.ticum Asiatic 1os111e Gal. /'2 (on y II plants rvill De acrepled) FFUll /e �O C, 10.723 P.sp.lum nolalum Bahia Sod S- P, GAT MR-1 p u So c la �o y ontractor — Hop m SL g ine NOTE: THE FINAL LANDSCAPE PLANS WILL INCLUDE A MIX OF SOD AND DROUGHT TOLERANT SUBMI CIT APPROVAL PRIOR TO VF E CONSTRUCTION. .TH FNA LANDSCAPE .a/ GROUNDCOVERS TO MEET AECS.NS PLAN WILL BE OF MULC , 1 MUIF, (CITED I - ) (h. 02 fn./ F�n.l c.IL.,lau. y Co,tScR, ms) Note: Contractor sM1 anlllles. All p and rnalerial s e Florida q1 o better. I A_ th q ed Un listed in ins pt.nt list. h (CW indicates Clear Wood CT 11dicotes Clear Trunk) o IF indicates Florida Fancy, p es for any o the items A xt c EDITION ND `T`CT PLC OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PARTS AND II. PUBLISHED BI THE FLORIDA DEPARTMENT OF AGRICULTURE AND CANATMER 5ERGCE5 REFER IQ PLANTING DETAILS AND PLAN' L15T FOR ADDITIONAL INFORMATION, ALL SHRUB CONTANER AND FREE CALIPER AND CONIAINER APE MINIMUM, INCREASE SIZE IF PECESSARI TO CONFORM TO PLANT ALL TREES 5HALL MEET THE HEIGHT AND CALIPER SPECIFICATIONS, TREE CALIPER 15 TO BE MEASURED 12" ABOVE THE 5SH LINE FOR ALL NSTALLED TREES JA W 0 g U) U) z w >g �a� z0 w d U am¢ U) U F K w F u zz 3:0 aA OSa w$j yM Ed F O z 0 U) F- z g a D HEET: L -10 Ilt �'Ph'- . r 0/ WINTER SPRINGS VILLAGE eG xn o CONSTRUCTION PLANS FOR p CARNAHAN • PROCTOR- CROSS INC. MERITAGE HOMES CONSULTIN ENGINEERS •SURVEYORS -PLANERS � w>e mpmmoru wnnsm w IRRIGATION PLAN CPC AUTH. NO. 00002936 FILE NO. 080818 NO DATE BV ICWDI REVISIONS I I 7 I I 1 m O 1 ' 9 I 1 --- - ----------- - - ---------- ®9 ® ® ® ®0.® . . ...... O 1 1 mm ^ Tan " "P2 &4 Taaaa°°s "g a Vn aP D9T ^= f n m� q ° V � o" "9 4 R NR s� N ^�° P222N2 9 .... ^•= D 1 � I I _ �■ v I I 484 88888888888nnM Z/ I I rte_ 1 � I I I bBBBB °°B* �eO$33 - " a ml I I � I I 1 � � I , Y GRAPHIC SCALE 9 20B � A i NP / R 36A J 4 0� WADLEY HANSON, LLC. NARLAN HANSON, INC. _\ P2P ,s M. _ 2iA A 8 s 3 4s MATERIAL LEGEND _ 2oA i 5 � o- N� ll �> N P�IP ,Ea`P� °ea;�, °o'tin /1'11 — K ®- NEry ° 1 1 N ..�.. ,E� w NNN,EN P° °...I"' oN ' 1/ ' -) 'LE' P� i - °'� ° - - - - - , orre) 1, 4 - , oirex NisiP - - - - - . °�,� E° cs PNo� os PNE N �EN�« PNP �PN<: pN< apaa,EN`ryo - w �s P °�,o-a -a �w� P °� °P ��., osRi ARC; °R�, PN °�° P °yo- R °E� P° °P �a<, os °> �,�° , °�, °�, tion�� 19A Ea 5 H°nLE PR�o-°� -re nre��s E PP °� ° °- PN=Ew° °CEP P °P -NP sPre., c. °re> �„�° �,° N,�E Nonu_ Ere °h Pre °� ° ° -P °s �re<, ,�� svLL ��PP�� N—LI E° �e� Peo1- ° °- PR­ o-�. -re nre��s P °P - °P ire.. sere ,� Greg, °�aE s- ° PP °� ° ° -P °-P �P��s P °P - °P °., �- N° PoP -aPw6 P °PEA s`H N 1— o� o- NNMEre P °SNP reo;oN ° onEE> Pws`ca��iR "` °« ta° NonEE> NEE areaE ®- NNMEre Preo�,rP °s,o-�s -° SAES Pow °P sP °a. w�P° °m ..ore PPSOOO —El Hones to °,Pre 111LrI ®- NN , -, - - - PP,.v ­PN No,., °ry PPS ° °° LL 1-1 areuP> �- NNMEN PNOS- ,rP °S,o-ss- Es w P�NP 11— 11 I—T.1 NPE000 SElES NonLL ENLL 111 -1 DDD ELINE 1--ELs e — 1 — nee - no, 18A J ®- MP IL.uI' - N°N` PS sEA�ES wiPE,Ew ,.ssEPa�P �ry IAIIIN 11— —EL °Eery :,<" 110L � °�S °a A P,sVa°° N'o °w N LI E o � E,P,E- oN <,P� ° wa. N °EN °P °N d ® ®® µo O E°N�RE °E Mas °R° �EN� °s,o °E o�� °N NN° NNMOP °E E oN NR ' E ar ENS P, EE N ,wN wNE ° E r ,EM E N °° —11 E PE,° K E,PENP PN °PNE 10 N11-1 N1—PEn w-1 FL. °,P�,PaEP >NO�n R °� - - , °ILEEK PPE. 111ILE—°,1 ® 11—E,E E,N'OO rE1ILE- -1 , —L a ,w° E.re�Ri wm,w� ryry�EE Pwryry:. ry LINE °° mE o ° ° P RPEE`s°ENNrv. N ° wA.Ery. P ryao rx °�N�, °PEP P .NENE,° NE P°NPU_,° N NE�NE ALL c= ,in r.,wN�NE ,o °E ° E , NEB ,�� 0-L R °N, N° ,a NNE ° °E c ,i,�. © , � 1 /1- ) WAI*)s<N.EVEN IDIE wiEM `4, Pu< 'LEE_ ,o NE 1 L-11 —N N°PE P PE „E ° 1111- 0,.N°PE 10 NEEEE ory R ° 11-111N ° „,E NNE Na. .AS E° ,AK E I °„,„ �N°NS -L —Sl 5-11 1— 11 —N N111-1 N111-1 IN °ry — n °.P Sao °EE 11auE —IN° �wuE -- lEl EN ,o °E N v,r °� �n LL° 1 NNNNN° �B ���- , °o-rE °o-,° IITLa7N° —111 —EN —11E, 1 NA - s P.P,�EE of �SOmEPM oo) s ry , \� O I_ _ — -- o, I_ _) uN . o,EN e�ow�P, IIIEIIie¢ iN (e 'I °EEP uELL. ■■■■�.,a■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ W a' " o co u) z W >g2 a c7 O zo� a3 QR W �c� z �:0 22 ii 1€ z Z 0 _W - 1 ■ NONE 0 IEEI G lop on ■ WINTER SPRINGS VILLAGE CONSTRUCTION PLANS FOR CARNAHAN -PROCTOR- CROSS, INC MERITAGE HOMES CONSULTI�ENOINEE S* �P IRRIGATION PLAN CPC AUTH. N0.00002936 FILE N0.090818 NO DATE BY ICK REVISIONS I 51 \ ®--lo N8 6a m - n a g D 4 "gin _ TT N my am8z O a o 3� " " "' "9`92 ^«22.. - 1 88', ', vvvaaaa °n ° ° °AAgAN 1 - _ - - 78... 8688 ^m`° a�a F9 z - - - -aa - - 3 as ° = °000= ° = A° e = a a 9 d zr g 6 a ■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I �� I I III m I - -- - - - - — - I C I m - - - - - - - - I - - - Fc�: - -- - - - - -- 1 I = \ U J I - - - - - -- 4 I I I I �I �9 :f y o n WINTER SPRINGS VILLAGE m o CONSTRUCTION PLANS FOR CARNAHAN • PROCTOR• CROSS INC. MERITAGE HOMES A i CONSULTI�nENOINEERS•SUTV ORS APL ®NERS bt x � rwxe urixemmrwa mrar -aim _ @ IRRIGATION PLAN � � � CPC AUTH. N0.00002936 FILE N0.090818 NO DATE BV ICK-Di REVISIONS ■����������■ son m on ■o■ ■o■ ■ SEEMS ■ ■o■ *000000000 ■ soon � 1 it I 1 m m o m 1 m 1 LI �1 I yo to s e aiaa�� ag n P= opmi 5 =a mi 9 a p ➢99 555555555555555 v'e" D ���eaeaaeaaaaaa aaaa - -- ---555 ey AAR , . 0000000 .. _ _8 b 0 4' z�r WINTER SPRINGS VILLAGE o m CONSTRUCTION PLANS FOR m� CARNAHAN•PROCTOR•CROSS INC. MERITAGE HOMES CONSULTI ENGINEE- •SURVEYORS -P—N— p i � .w.e �re.®rx. w� -•gym w @ IRRIGATION PLAN CPC AUTH. N0.00002936 FILE N0.090818 NO DATE BV ICK-Di REVISIONS HARLAN HANSON, INC. WADLEY z HANSON,LLC. 0 rc LIZ " --E-1 -DE -E E- EUI I 1111111E ------ 111111E TR 1-TE NN —11N111.1 �E UNIT DOOE 0 -E 11ATE1 11 El- lGE"GP ION.111 1-111E ` N B ED ' RI-1 11DIIE -1111 �l ETE- lElIEP .. ........ �L[ 1EIIIIED /1 UIEP 11 �l El- ENG I �l DEGINED G/ NIP TI "o -E -1111 �l IT- RE I T11111L LINE IEI NA-/PON1 u. LATE111 (1) IR U-) 1- INIE Pll L-OU LINE. Lu m E. N.T UE E-E N.lE IGI 111-1 11 0 0 LA) POP-UP SPRAY HEADS rBT ROTOR HEAD rD)LOW VOLUME DRIP SCHEMATIC - END FEED M: z rC� TREE PIN DETAIL z O Z W 0 co X (L F- W LEI �- cn Z Z FINIDI IADE OPERATING NU, ATI �A- V 4 � . EI RN ��o m a h � � , � eK�.,Ew.�, NSl'TMllR`9` ATU "E, RNI 'TA. lR- E-NINN LENGTH Al 0 IE A E UR NG U) .-N I III PAINLINE DE-1111 -1-1 IS) 1� I F- IER \-l.NPlITl-lE (T-CAL) FILTER F-11 I/- - G— I FEET MIN 0 NITE III Es 1� RE INIT-11 15 -1 rE7LOW VOLUME 111P SCHEMATIC - CENTER FEED 'F) BUBBLER ON FLEX /DEPTH INDICATOR MARK nH SH ISOLATION GATE VALVE 0 w z Z .11 z 0 TOPMEW DECODER SURGE PRO ECTOR GROUNDING z . INLI NE AN E ENDLINE SIDE VIEW z . z MD" F 0 <E J-- M, N z E Al A P_ _PG G) RE NI 101 UVI' �`IH N '0` A' E-1 E I I TNIPUI IUU A-NDNA DEI PEA � IF AE Ell-NIE OF 11 Ol,A AD Ell CHECKED BV: M HH 0.- n'- •• SHEET: I -7 L)MAINLINE (C ROAD CROSSING rJT CONTROLLER LKD GROUNDING AT CONTROL TIMER n: SURGE GROUND ry FIARLAN IL4NSON , INC. WADLEY FIANSO , LC ............ LEGEND NATA __ A'A'P NAL 'Ell m T _ T'U"U_,EN II (I UL, T, oawry III ° /1 1-111 MINATI -111-T 1-11 ILL CONDUIT IN VALVE BOX -N 1111TI. -1— v NUN' u TRENCH DETAIL j JAIGNNIVAA�LII lAll0N Ill"I IEITANIILAI PALIE 101 9� �I Tl' FA GIBCO T-113 GATE GE— (2 PVC PLUG -Til q-T— 1111—IN — iS 55 TEEL NIPPLE PllLIN "EEL 0 2 T sp. 0 lA A2 1�A - JO.N MONT- ­lL NIPPLI —11 ITIEL �l A, P� A L SPP� TOON1�100LL I A G Gp P—L w /Ti LTER TPeRic SUPPORT A U FLUSH POINT (INSTALL TWO PER PHASE) LV)VALVE SCHEDULE PHASE 11/1-1 S —At 4 R 1EITION o l�c - 3po Z z JQIPN� -==Z= 3W VALVE SCHEDULE PHASE 11 LXGENERAL NOTE 0 u- J_ m w co 0 o z 0 LIE! ir c w w U) Z Z 0 0 I IL z . z Z z 1% 8 6 U) z 0 I s — -..— I I — B — I HARLAN HANSON, INC. WADLEY HANSON, TLC. PUMP STATION SPECIFICATIONS' NAME: WINTERSPRINGS VILLAGE STATIONMOOEL: SSTLV -1 -20.2- 460 -3- 500 -70 MAX LIFT: 7FT STATION TOTAL PERFORMANCE: O 500 GPM @ 70 PSI PUMP HORSEPOWER: PUMP NOL &2 20HP (3600RPM. 200TDH) PUMP STATION DISCONNECT: 100 AMP POWER REQUIREMENTS: 480 V. 60 HZ, 3 FIFE, 70 FLA eoL "si.` +i`_CTTioNS EXHAUST FAN REQUIREMENTS: 240CFM STATION COMPONENTS: A 20HP PUMP AND MOTOR B CHECK VALVE C PUMP ISOLATION VALVE D DISCHARGE ISOLATION VALVE E FILTER ISOLATION VALVE F FILTER BY PASS VALVE G 6 FLG INTAKE DROP PIPE H 6" FLG DI SON ARSE DROP PIPE I UNPAINTED ALUMINUM ENCLOSURE WITH SOUND INSULATION J UNPAINTED STAINLESS STEEL BASE K STATION FAN HOOD MOUNTED L PRESSURE TRANSDUCER WITH GAUGE M FLOW SENSOR N V5 0D S.S. FITTER W/ 10D MICRON SCREEN 0 BLOW OUT PORT P TEMP SENSOR O HDPE SUCTION LINE W/ FLOAT PLO MUST BE WITHIN 2FT OF OWL R FOOT VALVE & SCREEN SURFACE FOR FLOATATION TO OCCUR, SUCTION LINE TO DE DECLINING SLOPE TO POND WITH NO HIGH SPOTS / O 81 SLAB I BASE LET FILTER FLUSH WASTE 22 WATER TO DRAIN BY E CONTRACTOR, 3" FLG F c � 70 SLAB 42 BASE m S1 E LOCAL NEC CODES 2" MIN K c B M D � 0 47 6 TBD J r LA \ I DETAIL A R , v N G PE 100FT BY WATERTRONEC wo-,EwPwoor su¢wauu MUD PLATE w wµso�aw �' uUn N pu, P,susvcw.wee CUSTOMER APPROVAL SIGNATURE 7 SCALE: NONE JAPAN BY: jwn TITLE: 6 THIS DRAWING AND DESIGN, IS WINTERSPRINGS VILLAGE D THE BRIDGE— OF WATERTRON AS IRRIGATION LIFT STATION AND IS NOT TO BE REPRODUCED IN 4 WHOLE OR PART, NOR EMPLOYED 3 ELECTRONICALL \ 8/ J1 T C O T O O IT I C S ❑ FOR ANY PURPOSE OTHER THAN APPROVED AS SUBMITTED SPECIFICALLY PERMITTED IN L CONTROLLED \ PUMPI SISTEMS 2 WRITING BY WATERTRONICS, THIS AN N AN E DR ESUBMITD CHANGES 1 DRAWING ON LOANED DEMANDD SUBJECT TO DATE: 12/16/10 SHEET 1N OF 1 SHEETS NO DATE BY DESCRIPTION JOB NO.: DRAWING NO. SAMPLE W X O J gZW a ya0 0 2 Z ZO W U EL 0 Q U) C7 7 Lu W Z Z 0 C �H§ p wq� u 0 xowla MWN BY tL MBG EC1a =U 6Y: HH DEBIGNEU BV: HH. MBG