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Home My WebLink About1998 11 23 Regular Item G COMMISSION AGENDA ITEM G Consent Information Public Hearine Reeular XX November 23, 1998 Meeting MGR. ;t~e~ REQUEST: Community Development Department, Land Development Division, requests Commission approval of the final Engineering for the Parkstone PUD. PURPOSE: The purpose of this Agenda Item is to approve the final engineering for the Parkstone PUD, a proposed three hundred fifty three (353) lot subdivision. The property is located on the north side of State Road 434, south of Lake Jessup, with the entryway being directly opposite Winding Hollow Boulevard. APPLICABLE CODE: Section 9-71. When a final development plan is to be filed; extension. (a) The final development plan including engineering and plat for all or a portion of the area covered by the preliminary plan shall be submitted within one (1) year of the date of approval of the preliminary plan; otherwise, such preliminary approval will automatically become null and void unless the City Commission grants a specific extension of time. Section 9-72. Processing of final plans. Processing offinal plans shall be as follows: (1) City Planner (2) City Engineer (3) Staff Review \ \ November 23, 1998 REGULAR AGENDA ITEM B Page 2 (4) Only if significant changes, alterations or modifications have been made to the final plans which would cause to be construed at the time of staff review that a substantial difference between the final and the preliminary plans now exists, plans must then be sent to planning and zoning for further review. If no substantial difference between the preliminary and final plans exists, this step in the process will not be required. (5) City Commission Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the city commission on any conditional approval of the preliminary plan. The subdivider may propose only a portion of the area of an approved preliminary plan for final development should that be desired. Whenever developing only a portion of an approved preliminary plan, that portion being developed must be engineered so that section is not dependent upon further development to ensure adequate drainage, sewerage, water and other improvements. (b) Additional engineering/plans to accompany the final development plan/plat: (1) Potable water including fir protection systems (2) Sanitary sewer (3) Drainage and stormwater management facilities including underdrains (4) Bulkheads (5) Excavation and fill (6) Sidewalks, bicycle paths, and bridle paths (7) Streets and curbs. Street grades and elevation shall be established to minimize the need for underdrains. In soils where high groundwater is found or suspected, cuts shall be minimized in order to reduce the need for underdrains. Wherever along the proposed roadways projected November 23, 1998 REGULAR AGENDA ITEM G Page 3 groundwater elevation is less than one (1) foot, six (6) inches below the bottom of the swale (or bottom of road base where curb and gutter is used), underdrains shall be required. (8) Soils exploration. The results of comprehensive soils and explorations, evaluation of results and recommendations by a city-appointed soils engineering and testing firm. The soils explorations work shall include as a minimum" a. Results of borings located by survey at suitable intervals along the proposed roadways; classification and properties of soils encountered; and groundwater elevation to United States Geological Survey datum found subsequent to making borings. The evaluation of the results and recommendations by the soils firm shall include as a minimum: Recommendations on the type of base construction; projected high-water elevation to United States Geological Survey datum along the proposed roadways, need, design, size, location, depth and details of underdrains; and a recommendation on the elevation of street grades including depth of cut. The results of the soils work, evaluation of results, and recommendations shall be incorporated into the plans and specifications submitted for review. b. If during construction of improvements, the city determines in the field that soils andlor groundwater conditions are found to be different than shown in the data submitted with final development and engineering plans, or there is question about adequacy of the approved plans caused by conditions found in the field, the city shall have the right to require modification of the previously approved design plans including, but not limited to modification of street grades andlor installation of additional underdrains, use of solid cement base course, or other modifications. (9) Lot grading. At the time final engineering plans are submitted, lot grading and drainage plans shall be submitted for review and approval. The plans shall show minimum floor elevations for all homes, existing topography, grading of all lots, and any drainage improvements proposed on the lots. The lot grading and drainage plans shall show the lot lines, existing topography (one-foot contour intervals), and proposed lot filling, grading and drainage at a scale of one (l) inch is equal to one hundred (100) feet (or larger) in general accordance with FHA standards for lot November 23, 1998 REGULAR AGENDA ITEM G Page 4 grading. Substantiating soils borings, evaluations and studies shall also be submitted to document soil conditions, projected high-water groundwater elevation on the lots, and adequacy of the lot grading and drainage plans. (l0) Street lighting plan, demonstrating power company participation. (11) Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. Section 9-74. Action on final development plan; expiration of approval. (a) If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the city commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfillment of all condtions specified by the city staff and sanctioned by the city commission..... " CHRONOLOGY: January 26, 1998 - City Commission approved Preliminary Engineering April 2, 1998 - final Engineering Plans submitted for review September 1, 1998 - Staff Review FINDINGS: I. The final engineering plans differ from the preliminary engineering plans in that there has been a lot reduction from three hundred ninety six (396) to three hundred fifty three (353) while concerns of the SJRWMD are being addressed. These lots were located on the northeastern portion of the property and will be resubmitted for review at a later date. It was determined, during Staff Review, that this was not a substantial change. Therefore, further review by the planning and zoning board is not required. November 23, 1998 REGULAR AGENDA ITEM G Page 5 2. The final engineering conforms substantially to the approved preliminary engmeenng. 3. The Staff has found this project to be in general compliance with Code requirements. 4. The developer has chosen to request approval offinal engineering separately and prior to approval to record the plat of this development and the City Commission may approve the final engineering if the engineering is in substantial conformity with the approved preliminary engineering. 5. A lawsuit was initiated contesting the ownership of trail property by CSX Railroad to the Board of Trustees of the Internal Improvement Trust Fund of the State of Florida. This lawsuit was recently settled conveying three (3) access easements across the trail property to the Leffler property. 6. The City had required an emergency access easement onto the property and this was to be located between lots 176 and 177 on the southwestern portion of the property. This emergency access easement does not align with the access easements across the trail property. Therefore, the City Manager, in response to a request to amend the City's requirement for this fourth easement, has agreed to this provided that two (2) access points on other portions of the property be granted. 7. The developer has agreed to provide the two (2) access points requested by the City Manager. CONCLUSION: The Staff has found this project to be in general compliance with applicable code requirements. RECOMMENDATION: Staff recommends that the City Commission approve the final engineering for Parkstone PUD. November 23, 1998 REGULAR AGENDA ITEM G Page 6 ATTACHMENTS: January 26, 1998 - Commission Meeting Minutes July 30, 1998 - Code Enforcement Specialist Memo to Land Development Coordinator August 28, 1998 - City Engineer Letter to David Kelly September 4, 1998 - Staff Review Board Minutes of September 1, 1998 September 24, 1998 - McIntosh Letter to Donald R. LeBlanc November 17, 1998 - City Manager Letter to Ken Leffler - final Engineering and Landscape Plans COMMISSION ACTION: , . Re1!ular Meetin1! City Commission January 26. 1998 07-98-08 Pa1!e 29 Commissioner Martinez said to be clear on the fact that everything else that has been approved on this project hinges on the approval of Ordinance 696 and if that fails then everything else goes. Attorney Guthrie reiterated that if anyone of the four items fail they would all fall by the way side. Motion was made by Commissioner Blake to adopt the development agreement pertaining to the 296.96 acre parcel located on the east side of S.R. 417 and on the north side of S.R. 434 also known as the Battle Ridge Properties subject to clarifying statements and adjustments made this evening and subject to the adoption of Ord. 696 in the future. Seconded by Commissioner Martinez. Discussion. Vote: Commissioner Gennell: aye; Commissioner Martinez: aye; Commissioner Blake: aye; Commissioner Miller: aye; Commissioner McLeod: aye. Motion passes. Mayor Partyka mentioned the next topic concerning Battle Ridge will be February 9, 1998. Community Development Department/Land Development Division D. Requests Commission approve the First Reading of Ordinance No. 698, amending Section 2-62 of the Code of Ordinances updating the duration oflien time period. PURPOSE: to update Section 2-62 of the Code of Ordinances updating the duration of lien time period from five (5) years to twenty (20) years in accordance with Florida Statutes. Chapter 162.10: Motion was made by Commissioner Blake to approve the First Reading of Ord. 698 and to read by title only. Seconded by Commissioner Martinez. Discussion. Vote: Commissioner Martinez: aye; Commissioner Miller: aye; Commissioner Blake: aye; Commissioner Gennell: aye; Commissioner McLeod: aye. Motion passes. Attorney Guthrie read Ord. 698 by title only on First Reading. Mayor Partyka asked if there was anyone present who wished to speak on this ordinance. No one wished to speak on this ordinance. Motion was made by Commissioner Blake to move Ord. 698 onto Second Reading. Seconded by Commissioner Martinez. Discussion. Vote: Commissioner McLeod: aye; Commissioner Miller: aye; Commissioner Gennell: aye; Commissioner Blake: aye; Commissioner Martinez: aye. Motion passes. Community Development Department/Land Development Division E. Presents to the City Commission, for their action, the Planning and Zoning Board's recommendation as it relates to the Preliminary EngineeringlFinal Subdivision Plan for that project known as Wagner Station POO. PURPOSE: to present to the City Commission, the Planning and Zoning Board's recommendation as it relates to the Preliminary EngineeringlFinal Subdivision Plan for that project known as Wagner Station POO. This project is located on the north side of S.R. 434 Re2ular Meetin2 City Commission January 26. 1998 07-98-08 Pa2e 30 directly across from Winding Hollow Boulevard. The plans are to have three hundred ninety-six (396) lots on one hundred thirty (130) acres. The property is zoned Planned Unit Development (PUD): Mr. Carrington stated that the plans have 396 lots on 130 acres, the property is zoned PUD and stated the plans have been reviewed by Staff and the Commission is being asked to approve preliminary engineering and final subdivision plan. Motion was made by Commissioner Blake to extend the Commission Meeting past 11:00 p.m. Seconded by Commissioner Martinez. Discussion. Vote: Commissioner Blake: aye; Commissioner Martinez: aye; Commissioner Miller: nay; Commissioner McLeod: aye; Commissioner Gennell: aye. Motion passes. Donald McIntosh, of McIntosh and Associates, representing the applicant in their processing of the preliminary subdivision plans for the Wagner Station PUD, which is hereafter to be known as Park Stone. Mr. McIntosh said the project was originally conceived in 1995 and has gone through a series of land use changes and entitlements processing. On September 3, 1997, the Master Plan (as revised) for the PUD was approved and the Master Plan embraced several of the adjustments to the plan that are show graphically in several forms in the preliminary engineering plans before the Commission. The project is approximately 170 acres, north ofS.R 434 and south of Lake Jesup (across the street from the Wmding Hollow subdivision) it is centered on the intersection of Winding Hollow Boulevard and S.R. 434, and stated that that intersection is scheduled to be a signalized intersection once the warrants can be issued. The project master plan revision approved in September was a significant overall reduction in density; the refinement to the plan involved a change of some of the properties from some of the existing uses (actually a clarification and a minimization of some of the broader approved uses - among them residential and commercial). A variance was applied by and approved by the Commission on December 8, 1997 which afforded some of the specific archeiticual components that are characteristic to this plan. Mr. Mcintosh said the commercial configuration that is shown on the Master Plan is centered around the intersection of Winding Hollow Boulevard and S.R. 434 and is comprised of two parcels, one approximately 13 ~ acres and the other 2 acres. Mr. McIntosh said they added a number of significant architectural components and enhanced the original conceived visioning concept for S.R 434 adding items such as a combination of walls and landscaping in front of the commercial parcels; walls and landscaping to isolate and secure and screen residential areas from S.R. 434~ we incorporated the Trail into the plan, and we hope to work with Michael & Michael in greater detail as we work through the final engineering of the plan to make sure that those elements that they think appropriate are dealt with in a final form. Mr. McIntosh said they have dealt with an enhancement of the improvements in form of parks; they have a swimming pool, tennis courts, volley ball courts, park area and an open complex in the north end of the site. Re2ular Meetin2 City Commission January 26.1998 07-98-08 Pa2e 31 Mr. McIntosh stated that the view from the intersection at S.R. 434 and Winding Hollow Boulevard across two lakes (which is a tier in stormwater management facility) moves out through the cleared area along the lake, so they maximized the view and tried to take into account as much of the natural features of the property as possible; what it will deliver is an exclusive gated community entrance around a pretty magnificent circle looking across lake features into Lake Jesup (in the back round) which will have a treed sky line. It will be a unique and special park like setting for the amenities within the development. Mr. McIntosh said the project itself has had all of the wetland lines staked and confirmed by agencies and surveyed. A topographic survey has been done on the property and detailed preliminary engineering and have dealt with a great number of small details (at the Staff level) and have done an archeological study and that study has confirmed the absence of any finds or sites on the property. Mr. McIntosh mentioned that the concept is in essence a blending of heavily landscaped commercial components, screened on the north by a wall and landscaping; twenty foot landscape buffers on both sides of an 80 foot boulevard and the reason for the landscape buffers adjacent to the boulevard and the reason we were before the Commission in December to ask for a variance is so they can do something extra ordinary with the landscaping and features to soften and make more wide that appearance and blending of uses between the residential entry and commercial uses. Walls and landscaping both on S.R 434 at the east and west side of the property; a combination of columns and stockade fences as well as landscaping along the perimeter buffer - all aimed at providing exclusive perimeter and a very well landscaped perimeter. We have vacant land to the east of the property and the School Board Bus Site to the west of the property, which is screened by pine trees and we anticipate (in the long term) that a better screening needs to be provided there in. case something happens in addition to the School property. Mr. McIntosh said they have identified the wetlands along the property and along Lake Jesup they have placed the wetlands in the conservation area and no wetlands encroachment is proposed with this development. The stormwater management systems that have been designed for this project will meet or exceed the requirements of the Water Management District and stated that they have done an extra special item and that is the retention ponds - they have integrated the commercial stormwater management with the residential stormwater management so they will have minimal if any stormwater management on the two commercial sites which will enable them to do a better job landscaping. Mr. McIntosh mentioned that the landscaping will be a part of the construction plans. Mr. McIntosh mentioned that they would appreciate a favorable consideration of this and said they think they will provide the City a very high quality finished product. Manager McLemore said it is important that the Commission understand that they cannot critique this project rationally (in his point of view) by trying to aCcredit to a typical conventional subdivision; this is not that, this project will out prefonn, based on already project out there, as models to look at, the traditional subdivision in terms of appreciating its values and maintaining its overall ambiance, quality Reeular Meetine City Commission January 26. 1998 07-98-08 Paee 32 and its look. This is build on an model that has been proven, where performance has been documented, it is not a traditional subdivision, it is not intended to be and it is a different paradigm from that. Manager McLemore asked the Commission to be careful in looking at this and not try to accredit to a traditional subdivision; this is a gated community where the emphasis is on quality, control through very restricted covenants - where there is an overabundance in terms of its investment in landscaping and amenities. Commissioner Gennell asked if the ponds were existing. Mr. McIntosh stated that the ponds will be created. Commissioner Gennell asked if she understood that there will be a wall across the front around the commercial and then go to posts and shrubbery for the rest. Mr. McIntosh said they have a six foot brick wall with landscaping, then it moves to an intermittent landscaping wrQught iron sort of a "flavor" that is "pretty high end" but not opaque; then columns and stockade fence with landscaping around the perimeter (required by the Staff). Commissioner Gennell asked the City Manger, at the earliest possible convenience to get the Arbor Ordinance brought to the Commission for a workshop. Commissioner McLeod said he has a problem with the developer waiting to build the wall until which time the commercial parcel is developed; Commissioner McLeod then asked if they are going to put the front wall on the highway side along with a stockade on the highway. Mr. McIntosh said yes, the front wall with landscaping, so the frontage along the highway is going to be complete. Discussion. Mr. McIntosh said the buffer calls for a live oak canopy, one live oak every 50 feet, additional deciduous canopy and it calls for a fairly thick sub-canopy, so it will be fairly layered. Commissioner McLeod said that will fine once they grow, but when they are first planted, the homes will be there before the sluubs will get any height, so therefore, you will see the homes (on the back side) coming down S.R 434 and asked if there would be a problem with putting in the wall earlier. Mr. McIntosh said one of the concerns that we had is we have a high volume of up-front costs in order to put in all of the landscaping and walls and guard gates and a number of different things that we are concerned about adding the wall around the commercial on the front end and had hoped to assign that responsibility to the commercial developer. Mr. McIntosh said he can't represent that the developer will build the commercial area at any time specific, but are waiting for him (McIntosh) to get out of the way with this so they can forward with their development program. and that is the second phase of development. Commissioner McLeod again asked if the developer will put the wall in on the first phase and assign that over to the commercial developer. Discussion. Mr. McIntosh conferred with the developer and then stated that prior to requesting any building permits in that phase they will have the wall up. Commissioner Blake said he understands that this is suppose to be a different kind of project and said he thinks he will see a "farm" of roof tops driving down S.R. 434; (especially what is suppose to be our primary commercial conidor) of 50 foot lot residents "shoe-horned" in next to each other doesn't sit weH with him. Commissioner Blake said he has a tough time supporting those types of densities Re2ular Meetin2 City Commission JanuaI"V 26. 1998 07-98-08 Pa2e 33 for our City. Commissioner Blake asked what type oflow and high retail values are expected. Mr. McIntosh stated for the homes - the low end, entry level, the sales prices will be in the high $120's (at the opening), moving to the $160's/$170's then move upwards to $3001$350 thousand dollars. Discussion. Commissioner Blake asked about the large commercial parcel that remains. Mr. McIntosh said that will be a food store (anchor) and retail (approx. 100,000 foot) with at least one out parcel and integrated access management plan and landscape program; and stated that that commercial developer has been made a party to the visioning program and landscape program and the City Manager has explained to the commercial.developer all that is expected from lighting, buffering, walls, etc. Commissioner Blake asked about the smaller commercial parcel. Mr. McIntosh said those parcels are restricted to neighborhood commercial uses, and was specifically in the Master Plan, there is no plan for that at the present and said it will likely be a complement to a food store center type of use and said the City's restrictions to neighborhood centers will apply. Commissioner Blake again asked about the "farm" of roof tops along S.R. 434. Mr. McIntosh said the most significant element to that will be with S.R. 434 and the trail adjacent and then the integrated and somewhat elaborate landscape that is proposed, wall and trees, said he thinks the effect is going to be (after 4 or 5 years of growth) a significant screen visually. Mr; McIntosh said they have made every attempt to screen those homes and stated that what they are proposing exceeds what was talked about in the visioning program for residential screening and stated that this was looked at with major priority. Commissioner Blake also mentioned one entrance for 396 lots. Mr. McIntosh stated that will be an emergency access that was required by Staff Commissioner Miller said he also echos Commissioner Blake's comments regarding seeing roofs driving down S.R 434. Commissioner Miller also asked about the cost of the homes and retention run-off into Lake Jesup. Discussion. Commissioner Martinez asked if all questions from Staff were answers. Mr. McIntosh said yes. Commissioner Martinez asked the buffer zone and the edge of the water have been addressed as stated in the Compo Plan. Mr. McIntosh said yes. Commissioner Gennell asked about the establishment of a reserve fund and the funding by the developer toward that reserve fund from day one. Mr. McIntosh said. he didn't know that was not in the documents and said he will make sure it is there. Commissioner Gennell stated she doesn't have any objection to the project as long as the ecological corridor is protected through Staff agreements somehow to keep the fencing to a reasonable minimum to make people safe and still maintain as wide of a corridor as we can, for the trails. Re2:ular Meetin2: City Commission January 26. 1998 07-98-08 Pa2:e 34 Motion was made by Commissioner Martinez to approve the preliminary engineering/final subdivision plan subject to the representations made and to have a reserve fund established and the wall (as stated by Commissioner McLeod). Discussion. Vote: Commissioner Miller: aye; Commissioner Blake: aye; Commissioner Martinez: aye; Commissioner Gennell: aye; Commissioner McLeod: aye. Motion passes. City Manager F. Request Commission hold a Public Hearing and approve the First Reading of Ordinance No. 697 enacting a Floor Offset Pension Plan. THIS ITEM TABLED UNTIL THE FEBRUARY 9, 1998 MEETING. City Manager G. City Manager requesting the Mayor to appoint and the Commission to ratify a City Representative and an Alternate for the South Seminole & North Orange County Wastewater Transmission Authority. PURPOSE: for the Mayor to appoint and the Commission to ratify a City Representative and an Alternate to represent the City on the South Seminole & North Orange County Wastewater Transmission Authority: Mayor Partyka appointed Don Gilmore, 803 Leopard Trail to the South Seminole & North Orange County Wastewater Transmission Authority. motion was made by Commissioner Blake to approve Don Gilmore to the South Seminole & North Orange County Wastewater Transmission Authority. Seconded by Commissioner Martinez. Discussion. Vote: Commissioner Gennell: aye; Commissioner Martinez: aye; C Commissioner Blake: aye Commissioner Miller: aye; Commissioner McLeod: aye. Motion passes. Mayor Partyka stated he is still looking for an alternate and said he hopefully will have a nomination at the next meeting. City Manager H. City Manager requesting the Mayor and City Commission to appoint a seven member Districting Commission. PURPOSE: for the Mayor and the City Commission to appoint a seven member Districting Commission according to the requirements in Section 4.02 (b) of the City Charter: Discussion on an appointee to the Districting Commission and the appointee being on another City Board. Attorney Guthrie will look at the Charter to determine is a Board member can serve on two boards. A T THIS TIME, THE COMMISSION BROUGHT BACK ON THE TABLE THE CONSENT AGENDA. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS. FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6288 Code Enforcement MEMORANDUM DATE: July 30, 1998 TO: FROM: Don LeBlanc, Land Development Coordinator Jimette Cook, Code Enforcement Specialist ~ Centex -Parkstone RE: Attached are the proposed tree point calculations for the Parkstone project. These meet our requirements for cOlmnercial and residential areas. . . . PARKSTONE TREE POINT CALCULATIONS July 7, 1998 Centex - Parkstone Project 145 Acres Total 13.7 Acres Commercial @ 20 points/acre = 274 tree points required 131.3 Acres Residential @ 25 points/acre = 3,283 tree points required .3,557 Total Tree Points Required Total Tree Points Provided: 3,963 (See attached sheets for project area breakdown.) .. E.-c.n....~..lItofW.,l'f_ Pt*\Cu,'" CO"lln aSSOCiates Sheet 1 of 3 PARKSTONE 97085.111 Planting List 71711998 Tree Points Total Tree Per Tree Points Symbol Latin and Common Names Size Space Qty. MAIN ENTRANCE 6 I-NS lIex 'Nellie Stevens' 30 Gal.; 8'x4'; AS. 6 Nellie Stevens Holly 2-1/2' Cal.; 2' C.T. 2 22 LL -t08 Ligustrum lucidum 8'x6'; 3' C.M.T.; A.5. 11 Ligustrum Tree 1-3/4' Cal; 3-4 Major Trunks; Matched 5 60 MG100 Magnolia grandiflora 100 Gal.; 14'x7'; A.S. 12 Southem Magnolia 3-1/2' Cal.; 4' C.T.; Matched; Uniform; Full BOULEVARD LANDSCAPE 51 I-NS lIex 'Nellie Stevens' 30 Gal.; 8'x4'; AS. 51 Nellie Stevens Holly 2-1/2' Cal.; 2' C.T. 2 18 L1-T30 Lagerstroemia indica 'Tuscarora' 30 Gal.; 9'x5'; A.5. 9 Red Crape Myrtle 1-1/2' Cal.; 4' C.M.T.; Matched 2 64 LL-t08 Ligustrum lucidum 8'x6'; 3' C.M.T.; AS. 32 . Ligustrum Tree 1-3/4' Cal; 3-4 Major .. Trunks; Matched 5 75 MG Magnolia grandiflora 10'x5'; 2-1/2' Cal.; A.S. 15 Southem Magnolia 4' C.S.T.; Grated; Matched; Uniform 5 90 MG100 Magnolia grandiflora 100 Gal.; 14'x7'; A.S. 18 Southem Magnolia 3-1/2' Cal.; 4' C.T.; Matched; Uniform; Full 5 145 QV-30 Quercus virginiana 30 Gal.; 10'x5'; AS. 29 Live Oak 2-1/2' Cal.; 4' C.S.T. 5 175 TO-OS Taxodium distichum 8'x4'; 2-1/2' Cal.; AS. 35 Bald Cypress Full SINGLE-FAMIL Y LOT FRONTAGE / BUFFER ALONG S.R. 434 (:1:.1.920 L.F.l 5 200 AR-12 Acer rubrum 30 Gal.; 10'x5'; A.5. 40 Red Maple 2' Cal.; 4' C.T. (Deciduous Canopy - 1 Tree / 50') 2 160 LL-t08 Ligustrum lucidum 8'x6'; 3' C.M.T.; A.S. 80 Ligustrum Tree 1-3/4' Cal; 3-4 Major (Subcanopy Tree - 2 Trees / 50') Trunks; Matched 5 200 QV-30 Quercus virginiana 30 Gal.; 10'x5'; A.S. 40 Live Oak 2-1/2' Cal.; 4' C.S.T. (Evergreen Shade Tree Canopy - 1 Tree / 50') E;'Gton...'I".IlftMw\ T,_ p<*\", ~ caun aSSOCiatEs Sheet 2 of 3 PARKSTONE Planting List 97085.111 7f7/1998 Tree Points Per Tree Total Tree Points Symbol Latin and Common Names Size Space Qty. COMMERCIAL PARCEL FRONTAGE I BUFFER ALONG S.R. 434 (1:.1.080 L.F.) 5 120 AR-12 Acer rubrum 30 Gal.; 10'x5'; A.S. 24 Red Maple 2" Cal.; 4' C.T. (Deciduous Canopy - 1 Tree I 50') 2 96 LL-t08 Ligustrum lucidum 8'x6'; 3' C.M.T.; A.S. 48 Ligustrum Tree 1-314" Cal; 3-4 Major (Subcanopy Tree - 2 Trees 150') Trunks; Matched 5 120 QV-30 Quercus virginiana 30 Gal.; 10'x5'; A.S. 24 Live Oak 2-1/2" Cal.; 4' C.S.T. (Evergreen Shade Tree Canopy - Nursery Grown 1 Tree I 50') PARCEL ENTRANCE (EACH) 2 12 LL-t08 Ligustrum lucidum 8'x6'; 3' C.M.T.; A.S. 6 Ligustrum Tree 1-3/4" Cal; 3-4 Major Trunks; Matched PARK AREA . 2 6 L1-P08 Lagerstroemia indica 'Potomac' 8'x4'; 1-1/2" Cal. A.S. 3 Pale Pink Crape Myrtle 3'C.M.T. 2 12 L1-T65 Lagerstroemia indica 'Tuscarora' 65 Gal.; 11 'xl'; A.S. 6 Red Crape Myrtle 2" Cal.; 6-1/2' C.S.T.; Matched 2 36 MY Myrica cerifera 6'x4'; 3' C.M.T.; A.S. 18 Wax Myrtle Full, Round Head 5 50 QV-30 Quercus virginiana 30 Gal.; 10'x5'; A.S. 10 Live Oak 2-1/2" Cal.; 4' C.S.T. 5 70 TD-04 Taxodium distichum 4 Gal.; 4'x2' A.S. 14 Bald Cypress S.R. 434 RETENTION POND AREA 5 60 TD-08 Taxodium distichum 8'x4'; 2-1/2' Cal.; A.S. 12 Bald Cypress Full EASTIWEST PERIMETER BUFFER (.t.5.260 L.F.) 5 350 QV-30 Quercus virginiana 30 Gal.; 10'x5'; A.S. 70 Live Oak 2-1/2" Cal.; 4' C.S.T. STREET TREES (ONE (1) PER LOn 5 1,765 QV-15 Quercus virginiana 15 Gal.; l'x3'; A.S. 353 Live Oak 1-1/4' Cal.; Matched 3,963 TOTAL TREE POINTS f.'G4on.....,..-\lbw\fr_ ,.oon~,._ ccrun aSSOCiates Sheet 3 of 3 CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS. FLORIDA 32708-2799 Telephone (407) 327-1800 August 25, 1998 David Kelly, P.E. Donald W. McIntosh Assoc., Inc. 2200 Park Avenue North Wmter Park, FL 32789 RE: Parkstone PUD (pka Wagner Station PUD) Final Engineering Review, Plans Seal Date August 19, 1998. Dear David: The subject engineering plans, and stormwater calculations, were reviewed and found to be in general compliance with the Land Development Code requirements. All outstanding deficiencies have been corrected. r recommend these Final Engineering plans be forwarded to the City Commission for approval. If you have any questions, please give me a call at 327-1800, extension 315. Sincerely, ~~ Mark L. Jenkins, P.E. City Engineer cc: Community Development Director Land Development Coordinator David Kelly, McIntosh & Assoc., FAX# 644-8318 September 4, 1998 To: Mayor Commission Thru: Ron McLemore, City Manager Thru: Charles Carrington, Community Development Director Don LeBlanc, Land Development coordinator#": from: Re: Staff Review Board Parkstone PUD, final Engineering The above referenced Staff Review Board was held on September 1, 1998. D. McIntosh and D. Kelly represented the project. Staff members present were Carrington, Cook, Grimms, Houck, Jenkins, Kerr, Lallathin, LeBlanc and Lockcuff. The following items were discussed: ]) Please state on the proposed plat and proposed covenants (to be acted on later) what the restrictions will be on the emergency access easement to be located between Lots 176 and 177. . 2) Because of the placement of the emergency access easement, the design of the storm drain where it exits on SR 434 will have to be change because the fire trucks cannot utilize the easement. ~ . 3) There was discussion of the wall placement on the landscape easement. 4) Any substitutions to the landscaping must have City approval (the City forester would also like to know the distance between the pavement and the oak trees). 5) The developer is coordinating with the County for the access across the trail. LeBlanc moved that the project be favorably forwarded to the Commission for their action once the issue of access across the trail has been satisfactorily settled - seconded by Lockcuff. All voted aye. cc: Staff I~I DONALD W. MciNTOSH ASSOCIATES, INC. CIviL ENG'NEERS . LAND PLANNERS SURVEYORS .~. 2200 Park Ave. North Winter Park. FL 32789-2355 Fax 407-644-8318 407-644-4068 111:1:1): //WV\NoJ. dwn", .con 1 Mr. Donald R. LeBlanc Land Management Coordinator City of Winter Springs 1126 East State Road 434 Winter Springs, FL 32708 RE: Parkstone Dear Don: September 24, 1998 I am writing to confirm that we have sent Parkstone plans to Florida Power for lighting plan input and will forward you a copy of their design, once it has been finalized, for City review. Thank you for your continued cooperation. DWMjr/jh c: Mr. Greg LePera David Kelly, PE ECIS050 Sincerely, ~~SSOCIATES' INe. Donald W. McIntosh, Jr. President CITY OF WINTER SPRINGS, FLORIDA Ronald W. McLemore City Manager 1126 EAST STATE ROAD 434 WINTER SPRINGS. FLORIDA 32708-2799 Telephone (407) 327-1800 November 17, 1998 Ken Leffler Leffler & Associates, P. A. 301 W. State Road 434, Suite 317 Winter Springs, FL 32708 Dear Ken: This letter is in response to your request to amend the City's requirement for a fourth access point into the Park Stone PUD located at the western boundary of the PUD and SR 434. We would be in agreement with this provided the owner would provide the City two access points described below and on the attached maps. 1. A 16' gate at the end of the cul-de-sac on Court L connecting Court L to the school board bus barn property and a .15' stabilizer surface to run between the cul-de-sac and paved driveway located on the school board property. The School Board has indicated that they would be open to this arrangement. 2. A 15' stabilized easement between lots 291 and 292 arid a 16' gate connecting the commercial area to the easement. If this arrangement is acceptable to you, please acknowledge in writing and have the plan amended accordingly. We could have this on the December 14, 1998 Agenda for final approval if we can get the plan sheets amended right away. Sin~ Re..rt:ZCLemore City Manager RWM/jp . attachment WordlLetter/Nov98/Parkstone m:iJ~~-~-~: -_..~~~~~~~~7~5~)~O /2~~~.~~{'2~:~"r.~~. '. -'~,\~':@_51.~i" ~ ~~ I ~~L ~>>2)/. ", "? Z XJ. '::;.Ii '.-=-;t <0 \\220'~ ~.Q'~~ no.; .,.'( ~ L--= - ~//;s.; I~.'~. 64;:J 63 'i' 1 62'" 61 ",. B <<. ~..2 '-. iii" l'.-~~_24 "". "......_~.' :'" /~~, ~)i~." ~ ",,--9r- mIDI 1m3J ~ 60: 0 ~""........ / J@52 _ -'. I' Y>I'" ~':' /'-"'"" ~~.? ._~ . I I ~_!:V._ :::. ~ ~ ..// - ~~ - "ft~ --.M! ~'l- _~- :<.1,~ , ., l:iJ.6 2J.J....-~ ~"""- _ 23.1 -<.' . ~~- . = :--~-~?C.,\-;;<c.1~? \..JV'- / ~ /" ".^ ....>2> ..,.(J <oJ.:> ~9 -t>":> @~q 0r.cr ... "! 22.8 23.7 ,". .:- J/.SMA:-~..l :.Ies: I (A) or /- .......- __ ~ I~ -,. 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'.'.~ .. if. ., '.:':.- /..k I ;'i. ., 25r8. r16.4 26.5 26.1 25.9 26.1"")25.6:.-;ZS:5 25.J.1li K....... 27.]. , r. 6' HIGt ,'~.'. .' ..f-l'.". .' -; ... .,., : I ~j . .-'p--- 25.7 I I ~(;t':"'v../7"~:;.;::',- C.r- "i-=i ..r/Q:JF'.~.y fA @J ~ aMJ ~ m:IJ ~ am .,~ ~t ~W~ 1 0 I I I \ PRIOR t...,:::::::,:",:~_w::,;:;, \~/'::~?3:'>/ ~ !: l}i53 154 155 156 157...-tS8 159 160- -~6V 162 ~,~SS 9/ ~ k ~ \. ~~~~~ _.-:7.~--;'~..-!.:,,--:""'.'.: :>:~/ . ,V;i;\ 0 0 0 ..R<"" 0 0 0 0 0 ., b f-~ , 'I .. "-.SEE LA ..-;.to'?t=7~:ii:::.~:~~:::.2',~ : \;;h 29.2 29.4 28.9/ ~~ 29.2 29.0 28.7 28.5 28.~5.7: ~ 2~B 196 ~7.~: 1 LocAll JX\\..... : .I!~{- " ."LANDSCAPE-.....,! :2~.7 0 ~ 0 0 0 0 0 0 ~I I 8 (j;) I I : U'.li \:~+-:.::=.~-:.~,V EASEMENT I.', ~1 ~7 169 168 167 166 165 164 163 I- - 126.oB 195 'fu"-j ILl !."U> 1 - 4: lv...............~. II 1-' ~ czrn czrn ~9)6;! ~ qp:J mIl [mJ B 28.~ I 1 ~/J..t:,)". MAX. ~. .'~i1'~; \JP' fo: .27.2_ 278 ~!~\..~~3 ~;.O ,26.8 2d6.~ _ I~ 26.5El194 0 ~ : '-, -:::.. ~ 1 ,J:iJ'? I - 1-" '" ~....J 28."1 I I", ' ,'; " 172. 7<'<:,:VL- :'J- "'''00 2<>2+OO.~ 193~0.' ~ ,m }" . 'I" 'EI "-> j ~// "'"_ :,,^ , - ~ 126.4 ~-+' L-.l,O. ,) ! I 1 tJ .0 II IT ~ 27.8\ 27.5 27.3 27.0 26.8 26.'5" ~ I ~ 28.f'i , , f: {'1211.7. 27.1 l ( LI.I , 26.7 192 @ I 'h'"i ' D'H8 .j:" !oi.: \~ I C2DJ am auJ a2IJ CEIl am [2[]] 26.6 28.~ ,'-l- 4. 1..MAX :;'...-~ )t:pXII ~ 1:73\ .. 206 205\ 204 203 202 201 200 8 EiI 1 I ~. N G 20' ORAINAGE & lNV".IIl.!i)~~,4, . 26.5 I-l 0 01 0 0 0 0 0 I j5 E3 191 @ I I' . . EMERGENCY ACCESS "i.In~ 174 '! I 26.3 2.9.5 i 1~9J 12jl.0 210 Zll.l 28.5 ..27.0 .29.12 I , EASEMENT ;$'~ 27li\. 26.21 ." ,.. ~lli"!. I" 26.7' . r ~ A I I , REMOVE EXISTING \ ~'...( / 2)~1~ . ~,~~ 0 ctY/ (g ~.r (6) ~ 0 I '26.9B 190 ~9jl , I DITCH. -.I \1; :@,.~ ",:" , 207 208 209 210 211 212 213 R ~ I I I ~] ., iS9 ..2.9 I. + 'I, . r......~,. 26.9 ~ DDJ apJ ~ [2[]] ail]] anJ am E 27 189 fA' I , , ~ I ~ 'l' I'; \; !. 27.1.0 \C.I I' ~ \. : 17 I' -. (.~~6.1 26.t" 26.7 .365 26.7 26.8 'lJj,~'~ ' ./~' ...' -;11 A: ;::.......,~ ':/ /' ~~I E1 . ,29+ , I -::--:-:. ""of' . ::'~A.: 1 ~ ........: ~.o, ..... 'N, -, "..iiil~ -h....oo -I" ,w~,., fJ 188 0 I I FUTURE ~~- ~ '~o . "~~:::.'~2!:~ ~'llt i i","." 26.0 26.1 r26..' ~'::.r' r26.7 26.8 ~ -:'0 LV. A : I 1 COMMERCIA' ~ /.... .00 YR/STACE-"'-"L- ._--\ jrL 77 V CIRLE "M" ~ <Y':_ I I I FUTURE -s.-'" ... - ~I\' ~ 5 Q'tJJ a8IJ C2UJ rn::s.J am rn:ID mIl am ~ 187 1 I 1 r RIGHT IN/ " .. ~~.i. : 8 ~; ~? ~~ ,~~ ~~~ 1~~ ~~2 1~~ 0 .Jol ~: ~~~FT,,~Up~)INT -\. I U f- <( :2 PHASE IV 283 330 329 328 327 326 ~j 223 333 334 224 l!!!lJ ~ l!!!lJ a 227 226 @':353 352 351 I? @b 295 296 297 298 299 300 301 302 3< -".i"'. """"""'..'''n.''''''''''.'''''''''''''''''''''.,,:,~,=~;~~~~~~~':T~'~:'5 ~ --------.,. (SEE LANDSCAPE. .. ... - .. _....: ~ _...:... J..j.. ..ARCHiTECT p[ANSr-."'"''';''':.-''''-'''''~ I BEGliFi3+'"HtGH BRICK WALL ----- -.- . ------- LEFFLER COMPANY Post Office Box 721845 Sllnford, F1Qrida 327n~.1845 (407)331 -551.5' tlixC407l33J -3412 November 18, 1998 TRANSMITTED BY FACSIMILE TO 407-327-6911 Mr. Ron Mclemore, City Manager City of Winter Springs 1126 East State Road 434 Winter Springs, Florida 32708 Dear Mr. Mclemore: Leffler Company, as current O\....l:ler of lands included in the Park Stone PUD, hereby acknowledges, approves and accepts the alternative plan fo.r emergency access routes, as outlined in y.our letter of November 17, 1998 to the undersigned. Included are commiunents for stabilization of the access route from the cul-de-sac on Court L to the paved driveway on the School Board property, easements as may be required over the shortest routes on PUD lands to the access points, and installation of gates at both access poin:ts, all as set forth and required in the paragraphs 1 and 2 of the letter. Please accept my personal thanks and appreciation for your efforts and those of Mr. LeBlanc in working with and affording me the opportunity to clear up the emergency access problem at the upcoming meeting of the City Commission on Monday, November 23, 1998. ..you.rs ver~tr y (:::~/ 1/ / .t. tit L/ l~- (vt c./ en eth 1. Le .r Copy to: Mr. Greg LePera, of Centex Homes Donald W. McIntosh & Associates, lIle. :' 11 November 20, 1998 To: Mayor Commission City Manager City Clerk a Land Development Coordinator ff!;/ From: Re: Commission Meeting November 23, 1998 Agenda Item G Attached are revised sheets of the Parkstone PUD engineering plans reflecting the changes requested by the City Manager (please refer to his letter dated November 17, 1998 which is in the agenda package) as it relates to emergency access into the property. 11 THE WELLS SHOWN HEREON ARE THE WELLS LOCATED TO DATE AND DO NOT NECESSARILY REPRESENT ALL WELLS ON THE PROPERTY. THE ENGINEER SHALL BE NOTIFIED OF ANY WELLS ENCOUNTERED DURING CONSTRUCTION. ALL WELLS SHOWN HEREON NOT DESIGNATED TO REMAIN OR FUNCTION SHALL BE PROPERLY SEALED AND ABANDONED PER APPLICABLE AGENCY REQUIREMENTS. ; ~'PPf?O." lC.:A~ON. .~~T EOOf OF WA Tm AVOG ~ 10 t-. L...... LF _1110 . 0.00ll =-:i~+f-= ~A.- ... .~ IN 1.0 '. '--, ~ -- ~_. ~~::~~.___~_ ~ND OF SAFE UPLAND UNE .. .....-. ._,.,'---~~ ".. -'. ~-,. - ._-~-------_.--==-------- ~_.~ ....... .~ ~ .... ;;.. '- --::-.< ""-. .'.-.. -. .. '- ., -.... '.. '" ~ .. ~ ----- ", ---:. .'......... ~: , ,. '), e. . . .~__~~~~---_~. _ . _ ___~'~. ~:~::- . "'" ~ .._~, ~ ~~1:;~1 -- !H~~ ' ". '---.", ,..........- -'. ".". __.._,..---....--- ',......... ..~.".f!. " .. l~., ..j/,.;f'/J.-"."~;.ll ./',}/..(" ,-_ ""'.:i..AN" i,'~'." AS ---.. """"'-- ......... ., . AL~P!;IOY. : (,C~1, PON "r: L.> ... '.. " ",- .', ' . ...' '1\ i /.)' ,.If / f.:)t.e,. Of \,>,,'1:" \ n.AGi.::ro F..n. tl'<!fD"h'l: ,I< .......,. 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I, '\thV;r W,tiER ACCESS PutNTI I Ij\\ G~I/~L 0- ,-... - ~.@- ~ 0- ,-... ~ 0- -. --@ ~ '-" 50' , I I . ';rl ~ _SLE - BSL - i:D<":;(I~.:.:r!\ I ! I - - - ~ - - ~ - \ ( A) , _ _I- (A 1 ~ <,A) ~.....; 'l . - ~{-Al -1AJ...L _ ..!:!Nl.. --3 I, END 6' HIGH N '~~ In i/=TJUTR;"1r"(1W ~\I r- -.- -- I"?:' - ~",..A'~ ~"lt~- ,-- In Ie ,L~~~__~_~~ -F.~U~~ _~a-~~~~~_~J L~' ~_.ft~_L ~~~~~ "Ii" -7- I- - --t-:.d :'\.- ~- - ~ - .. _ _ .~ .~..-;;;;;: _. I --- 1a" 2....0 ~ ~ N.WIIV1U E._k:-.,.~_~ I.JIl5" ---.---.~ ~~.~ "'....- --~-;-.:-- ..-- II- - ~ I RI~i7 WALL IF$..ACl _~'..," "r ......, '" ,.... \' ......, II...... "'. ,-.... / LL~ ~ ~~ _ ~,____ ___ _ __ __ __ __ __ ~~~~ 1~ 1=- - I. z ~4{; " W I - E~ BEGIN 6 Ii - . -' z ~ :~,~~~~S,CAPE "' .:~ -:=o~::1--' -;~~.-~~EE~~-~-,;-~~;-.~~'-~~-~t~~~~;-~-iHIN--.--._-_.----.-..------.--.-..- ~>- J..... ! ~ . ~ . ~ '00.0 W< BfflCK'~---- ---- 5 [ 5T A TE ROAU'J34--I.-10'WALLTRACrANDABAND~E15CSX-RTIY.---'-_._..------.------ -",,=--=-... '-1 -. - __\..\-.__-l ~ D~ GRASS UFDIAN :-;, I~ -,I - 1 - - '2<''f... I ~ 1.5. It:~R t \ ~CESS FUTURE DE .l..J.ANE. ~ _. ~____.~______!____.______..____+_.._____ ._______ i;~==;;~:-~~~;~:2~~=l \*~UlOOt>:2 ""f. -- . \.:..:. ,~:~=-:~ .; ~ __'==. =--=,,==c=c=l=c,,"'=,,=~~-;==::=c=.:<;=,:o===,,=_..k==~-===',.=:o=--=-==co====-=='===.:cC'c:= !((CITY OF---~I~ -S~INOLE-COUNTY-- T~DRA!~~E1rv~2:!!~ -- -- CiTY-OF WINTER SPRINGS- -- -- --- I I WINTER SPRINGS C I ~ ZONED A-1 S INVf:Rf 19.68 NO PIPE S1~ ~/NDE:R WArtR) 70NFrJ C-? LAKE JESUP i PPF..\)X l. O('A flON [/)!i[ (Ii' W4 '1R WATtS ELCV 23 (7/18/96) 100YR FLOOD ELEV. 10.0 (PER FEMA) ORDINARY HIGH WATER ELEV. 2.8 ~ b --:' - _'J -~ <( ..~ ~ ~ '. ~ ':l-t I"" . ....J t[t;-:~ ~ :r: I h U / " / L- l ~~~T ~ I ' I .\ ~ S, pi ~J~ ~~~ i~ I ..J . 0 t5 z I ~ >- I.LJ ~ tn I I I I ! ~ ~ ! ~'.'._"._..I I ! I r--J [___.J . / ~ Z " ~. r\t~ I 1\ /t\) (t....~ ' Y (f)N \ I ~~o '~~-~ IIlNV 12.~ 0 8lNV tUDz w 3:Z o I.J...N o )- ~ o r -'~--.-1 l____.l Cl ::::> a. Cl ~.. o~ o .Jz < u o ..J o ~ I.LJ I I- o o I.LJ Z o ~ tn ~ .. Q a:::: ....... < w a. ~..J" .. <~ ~FI-< ~I-""'Cl ""':)1.LJ~Cl OI.LJ(D_ O:::I::::>O a.tntn> m o 0 ~ l- I Z tn - 'J I I I I , I I , , ! I I ! ! I I i ; ! Ii i . I I I j I I ! I i j I I i , I , I I I ! ........ ~ . e3:E III ~ o >- < ~~~~~~ ~ ~~~~~~~~ e:l;;0~1Il<1Il OZi~~-!!! ROlli i= (!)F ~z< ffiZ ~ ~<~~~ltl~~ C ~~'"-IUIX~P5o l z~~~~<l-g ~ ogziiI :1:9.... < ~ ~....'"-I I:oiVl'~ C Ii. ~o~~~~~;: Ol-F....>:J:JO z L&.1Il Ouo<z ~ ~<~~8~~!!! (j ~ ~ ui=ii:~!!1c a!: o R =>~~mF~ vi Ii: IX ~ffiL&J>FO:: ~ F= ~ ~~~~:J9 < ~ !!! ~1Il~~~!ii ~ ,. t, ::la~~~'"-I ~ ~ Z <=> 0:1: Z :J FZI-'"-I~F Ui . ~ uiiilFul!5 ~ ~ cz<ourl-S! Z a:: o~u~<~~"U o 3l5i=3i3F~;;! ~ o fo3t;;;!c~ccs:l ~ ~ O::<~'"-Io::~~z C .. c:s . ~L&.::!~fl::<o:;i III &II !!!~LIJ~~~ln~ ~ >-= 6 a:: FUF~~O~O:: 0 lD z n- .-.flr-. ~ ~~ ~1 tf \ - -, 11Ll>- = "-- 2. I ,'\V '-~ k .. 1 J II f-L-- " \-~ ~ .fT, ~ I III rl = - " = 1\ = /~.~ - ~ ~ ill JlI KEYMAP , SOO ~ i= zU o=> zF~ '"-IUIIl ~ ltl~~~ IIlVlUI- <z Z % :l:gS"U 0.. (!) ilii~ i:;iz~ a:: <ZU:; P o::Q'"-I9 - C3F< z III ~ o ~~I!!O F= Fj2;O ~ ""oliSl- o ~F-le!O Ii: FVlltLIJ F= VI~~0 ~ L1Jz Z ~<~~ O::G~lo.. () ~::l~~ Z ~<;:)i=~ . '"-I~8~ ~ ffi~<l5(j :rIllCL&.~ l50~~vi ~ ....1- z~ ~s~o:!; ~!!;iC8 &II ~8~~~ a:: U~OlD< ~ U < ~ cii ~u >-= 6 lDZ 2' ---~ t l' Iy--- SWALE SECTION A-A NTS Y/~I~II'I , , I %;~ ~ ~ ~ ~~~~~~~ ~ ~~~ I J 1/~/~/1 -1..\ J I , II I I I ~~~ ~~ ~" " ~ '''~ 0 )I )I :x )IC X )I :x )IC)IC)IC)IC}C lC lC lC lC lC lC' lC v v ." /.71 ;,.// /' .....' I ..... , '--. . _... J lC xxx xxx xxx xxxx xx y ~')/ xxx XXXXl ~ :>>~ ~ ~ CUT Ie FILL LOCATION DETAIL NTS D . ~ ~ ~ AREA TO REMAIN UNDISTURBED CUT AREA FILL AREA CUT IFILL TO BE DETERMINED A T TIME OF DESIGN CONSERVATION AREA (NO EARTHWORK) GA TED COMMUNITIES: 1) All gated communities in the City of Winter Springs shall install on each access gate into the community an E.V.A.C (Emergency Vehicle Access Control) system. The E. V.A.C system shall be installed and maintained at the communities expense for the purpose of public safety admittance into their development. The E. V.A.C system shall be in addition, and separate, from the gate opening system that is provided for the residents. The installation of the E. V.A.C. system shall be done with a vendor of the communities choice. 2) Each community shall also install at each access gate a keypad code entrance device. The keypad entrance code must be supplied to the Fire Department in writing upon installation, and written notice must be made when any changes are made to the code. 3) It shall be a requirement in the design of any gate that, in the event of a power failure to the gate, that all gates automatically go to the fully opened position. 4) Entrance and exit gates must allow a minimum of twelve (12) feet of roadway clearance when in the open position. 5) New communities must come into compliance with this requirement before any Certificates of Occupancy for that community will be issued by the City. NOTE A: 15' EMERGENCY ACCESS EASEMENT PROVIDED BETWEEN LOTS 291 AND 292 ENTIRE EASEMENT TO BE STABILIZED (TOP 8" TO FBV 50). THE SCREEN WALL WITHIN THE COMMERCIAL PARCEL SHALL HAVE A 16' WIDE GATE ORIENTED TO ALLOW FOR EMERGENCY VEHICLES TO EASILY ACCESS THE EASEMENT. THE GATE TYPE AND ORIENTATION SHALL BE SUBMITTED TO THE OWNER, ENGINEER AND CITY FOR APPROVAL. A TEMPORARY ACCESS EASEMENT WILL BE GRANTED OVER THE COMMERCIAL PARCEL. FINAL LOCATION AND SIZE OF A PERMANENT ACCESS EASEMENT THROUGH THE COMMERCIAL PARCEL WILL BE COORDINATED BETWEEN THE CITY AND DEVELOPER/OWNER AT THE TIME OF COMMERCIAL PARCEL DEVELOPMENT. ~ < C I- Z w ::Ii ~ < w (I) en UJ o u < >- u z ~ ~ UJ ::E UJ o o ~ .Il:I ~ c( u o ...J W ~ ~ 00 ~ 00 .) "- ..... ..... f-- ~ .&J 00 'Ii) I- Z Q. C'l Z - .1") ~u) ~~ R .~ ~ci ~ ~c( z ~ 9~:lie,; ~ c( 0..... U z $~ !!! 0<<-' o 01&. ~ .... lD VI ~ VI VI ~ Z ;:) U Z ~ 00 0:: !!! o 00 ,., o ~, ~ 0) 00 ~ ~ 15 < 0) ~ 15 ; l!! ~ z ::Ii UJ 0 ::E U ~ ~ U i'i o w U ~ d ~ z UJ ~ ~ ~ u ~ ~ w w Q. Q. 00 00 0) 000)' Ol , ,.. ~~~ "v ,.. I") 15 I&. I&. o 0 l!! ~ ; ~ ~ aJ ~ ::Ii q ::E ~ 0 .... ~ 0 U en U U c,; ~ o 0 z c( I I UJ ~ ~ ~ 5 ~ ~ ~ ~ $ w UJ UJ w Q. Q. Q. ~ CD ~ ~ ~ > o :z ~~ ~ < o )}. J: U ... 00 C'l ~ ~ C'l ~ Q. ~ 5 1 (I) ~ ~ ~ o V; 5 I.LJ 0::: 00 00 00 00 00 00 ~~~~~~~ I") ..... ... .... Ii) ,.. -< '''-''-~'''-o :: 00 ,.. 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LINE TO LAKE EDGE ~ \ SEMINOLE COUNTY LIMIT LOrDWNERSHjf> LINE (TYP) \ '.... '\.., WETLAND LINE AS FIELD STAKED BY /'/ ~~o6rL~;r1CW . - - rt( --. \ "- BREEDLOVE, DENNIS AND ASSOCIATES . CITY OF I~ GIN SAff UPLAI D EIQfPOSED Ll/l C) ""..... AND FIELD VERIFIED BY SJRWMD - j/ LAKE JESUP WINTER SPRINGS LI IT \ A TAKEN FROM) SURVEY ". ~ / J - ~ L j BY JONES, WOOD t: GENTRY _____ ~~ _.--.. --........__.... ,.:)-----.- __. WATER ELf'! 2,3 (7/18/96) APPROX LOCATION EDGE OF WATER ,. ~. ~~5!'ffT 1 OF < .....,------ 'ASAff D UHf: ~c;z-- ~ __~- __ .7.------ ---'--. .-.//" ...................,. ~ 100YR FLOOD ELEV. 10.0 (PER FEMA) / r D TED 2/J/~;J .. --._ ..._----- ~ ~ ___~ _ ______.______ ___ '. ._.-../ _--- _.=/~.- -- - _ _ ... " '-'...............~_ ORDINARY HIGH WATER ELEV. 2.8 6"1' --~~:1 '---.- -- -'-" .- .-'- ----.. ------ /t..". -r--...::'.-.-.. 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J ' -----..-..---.-.-----...---.;/;...,.. 4, ~.\\ COURs[..AGGREGA TE) -- ... -- .-.--- - .~-...-.. .. -;;{L-lg - ~...~~,~.. ~~ . .------.-- -=::':.."::'::~7""'~.":a- ~ .._"~.- \.~.,~~~~ --- '-rrr ~.. ..u :14,' -.~t~=Z'C::B .... '~ It.~\s. R.I 434 .... &~~~TER llll~:::)/ i ~- IX) ClO ~ 01 ClO , ,~ - - - - ~~J 1/ 1/ 1/ 1/ /I II /I CONSTRUCTION ENTRANCE ROAD [..:~~~.~=.~.~~:~:--.:.~:~::~;;~;~~,:;,:;:;~:--.~~:-=:~-:..-. '- '---- :~.-~' ,___-.---.-. --.' f M-- ~ ~ ...' ,... of .~.="-'''''--::::::..~.._ I I' ~ '""f \ I ,+-. ~" ...'" 'I \ l ': I / _. I!'''~. ,L ~ .Le , .- : 1 r-.. - . . "--,.........- -. ___.~>-':.~~:=:~~~.,:--....\?:, ~,. I~'~, );.,..1":._ ~ ~_:-~::: ~ '. 't-'-~":' :;'- ' """ ~ . .....~^--,-'-: ,:.~ ......?' ~.(-l f L I'; _'~ r ' --"-"1-r-I"'-"'\' 'i.-,)'~ 1--~-""1, 1.1 ,".. ~ ~ + f I --., --~ : c-: . - J : I I I ..j. : ; .. I~'\ -,: _..~r-..>!.L..J '--,..1, . / c__~'" ._4 r" I' _ ' 1 r--- . \ " ....L... I j.... 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ALL MARKINGS TO BE WHITE ai .tJ eu n:1O z~ .~ '0 . >- rt') :::E (f) :j" A .~ ~O ~ ~4( Z ~ 9~ 2d ~ ~(/)~~ !!! 0<-<...1 o OLL. t~ ..J III CIl I! CIl CIl ~ Z => Cl Z ;i < lS ~ U ll;! w 15 ~ ~ l!! z z w GO w z 1 ~ : t; u ~ z_..J C> Z Z W lW ii: :::E ... ltl ~ ~ Z 0::: 0(35 Z Z Z W W ~ 0::: ~ ~ < w a.. 0 Z > 0::: 0::: W W W G: a.. a.. ClO ~ ~ IX) ;) ~ o z ~ < Q ':Ji. o IX) IX) ~ ~,..., Z ,..., ~ 0 ~ . rt') F rt') l5 ~ ~ ~ ~ ~ ~ (/) ~ ~ ~ 0 5 w :::E 0 (/) :::E:::Eo..J 5 ~ o U (f) W U d ~ 0::: o Z < i w ~ [t: ~ 0 ~ 0 bf 0::: 0::: :> W W w a.. a.. 0::: ~ IX) ~ IX) IX) IX) ,~,~Ol~~ - - ... - , ,..., < ~,,~~,O IX) IX) ,..., It) It) rt') (Q It) ... . (/) 00 o 0:: to Z 0 ~ _>-1 "It' .. ~ ~ (f)o::-.. W=>I' r-(/)~ -- <( o o (f) <( Q (f) 0::: <( g (/)lJ... :I: ffi ~ (f) z <( o Z a.. ~:5 ~ z C- Z - ~ u :! ~ F 0::: o Z W ::> Z 9 (/) ~ 0::<( .." W ~ ~ W 0::: zz~ o C) 0 Oz ~ WN - I - c ::> 0.. W Z ~ (f) ~ a::: <C 0.. C)~ ZO ~c:i <(~ (t:e> o~ <( o - a:::: o ...J lL.. .. (/) " z a:::: Q.. (/) a:::: w ..... z 3: lL. o >- t- - U rt') N _ d z 0::: W 00 0) :::E I' ::> ...... Z to ~ 0) 0) 00 I' N I") ~ g < ...... U II (f) : ..... -;:. lD S ~ ~ ~ % < o 0 ~ ~ I' ~ -;:. N lD ...... o w ~ ~ W < o 0 ~ti I' ~ ~ N ..... -;:. lD ! ~ [t: '" o 0 w " < Z - < a:= o c:d " z - o < a:= " .. " z 5 < a. t- W W I Ul o ", lL. o to 25 20 15 0:: W J: ~ o o o ~w C!5 0-1 Z 0::<( () Z 0 J:-I ~()O (f)~ ~-O ~W~ CLF .. .. ;t.~ ~I=~<( ~~t::o -'W:.Eo OWal_ o:::r:::>o (L(f)(f)> tEo 0 ~ ~ Vi Z EXIST S.R.434 10' R~ ABANDONED CSX RI.W. I VARIES SOD RECORD DRAYI1NG CERnFlCAnON FOR PHASE CONTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN MODIFIED TO SHOW ALL OiANGES TO THE ORIGINAl CONSTRUCTION ORA WINGS AND ACCURA m Y REPRESENTS THE FINISHED CONSTRUCTION BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH ASSOOATES, INC. ON RECORD DRAWING CERmCAnON FOR PHASE THIS "RECORD DRAWING" IS BASED ON INFORMATION RECEIVED FROM THE CONTRACTOR ON AS TO LOCATION AND DETAILS OF THE FAClUTlES AClUALL Y CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSTRUCTION NOR MADE MEASUREMENTS. BUT HAS MADE PERIOOIC VISUAL OBSERVATIONS AND HAS OBSERVED THAT THE READILY VISIBLE fACIUTlES HAVE BEEN REASONABLY INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE RESPONSlBIUTY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIfiCATION. DONALD W. McINTOSH ASSOCtA TES, INC. BY: DA TE: NOTES: 2' , _.~......- . ., .3.5' 5' SOD 2 /TYPE F CURB LE~ L & GurTER I "".~ ~ I MATCH EXIST "'."'''--'''_ __ "- 4" ~O~ I /~ROUND I '-, SIDEW;~K ~V . I BT --- o \oJ ! o---BT \..BT(FIBER OPTIC) (TYP) DATE: CONTRACTOR: I )j ~"""''''''''t''''''''''''''''''~~ REMOVE EXIST REMOVE EXIST"\ CURB '" GUT1E~ SIDEWALK -1 ::~::-:::-:..::=:=::'::.' :-::_:: ::::-::: _: _c:~.:c:--.: =_.. ~1-----3;e%l.: - -=--:~._-=:.. ----; I ~18" WHITE @ 45. @ 10' C.C 6" WHITE \ BY: NOTES: r- WHITE TURN ARROW (TY?) r-6" WHITE _.~.-._-----.._".._---- ..- ~.., NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED / -... ."-_.~. _._.._._...~"._.._-...__....-..-..- ~... !~ " ~~ , ; i f SAWCUT I ,', J REMOVE EXIST 7- UNDERDRAIN MIN. LBR 40 25' "- 6' WHITE I .385' REMOVE EXISTING WHITE EDGE LINE 50' TYPE II UNDERDRAIN PER INDEX 286 & 500 L OPTIONAL BASE BASE GROUP 10 (ABC-.3 ONLY) WITH TYPE S STRUCTURAL COURSE (.3") AND FRICTION COURSE FC-1 OR FC-4 (1") LATEX NOTE: EXISTING TELEPHONE LINE LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND RELOCATION OF LINES (IF NECESSARY) SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 1.35' 75' DECELERATION LANE STRIPING DETAIL SCALE: 1"=50' DECELERATION LANE SECTION DETAIL NTS I I / I" - .'II~ ~::-:=r-:::-:8 - 1;;[ ~I ...t -l...w~::':":::''; - :f,.. \, '. - ., ,I ':\....'1 l~ II i ~II~ ~ II i (f) ; f i I ! ) .314 .,. i · I l-- .- -- ..' -.f~~~tl~1 ~ p' ..",."; \. .-.J, ""'~' - " I . ~-"- . ".. - ';,:1, :\~: 'r' 't-~\l~' : i J'M' ! I.~\ i ; ,: , \! i ,I"'. '! 1 l' 1 l"'l;r'~f .... ;J\, ~r'tl;'~,=;' fl . I', \';\\ ~, I ! J! \ \ II?" 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'"..,..1, L_ , 1..-.1. ; r- ,.,.J.-..()t<l.-.. ...J --- 282~ [0 X~~ll;~j:' :;:;" ~~' ' !,ll. r '>'; <,. 1 P~,-ic~ :,~~' ~:~\\ \ I " ".. .. . ; i i :,~!, ';:, :::'5t': ',;;: \~r,~ MI:' ~ ' :\ ',j i : ) ~: t ~~;; ~;;;: ;ic:~ ~JNLET r l_\ I\i [), ) : t::~ r,: ,',,' I i .:q'_.~~~EY_~.f(:f.v_.::.A?L06. ! I ;;'~I · CONSTRUCT INLET TYPE P 2 · 2. Ii; · :~:;;i :t;;~:;'9 ' : i i' i, I I FNO: 1~~f: 22.56 - I 23 ill ! i 11\ ,f ~ : NOTE: AT TIME OF COMMERCIAL SITE ! i ' i' : r- I DRIVEWAY CONSTRUCTION, REMOVE i!: : : ; I ;: . ~ : i:~ ~ :~m ~g~, AND CONS1RUCT 189 188 7 29 2 31 30 22 I ; I ! Iii i ! Ii! I: :: 'I I'! /. I I I Ii, : ; , ' I i ! i ',I I 'I' 1, II !! :' Ii! i;!, I I _.L_ _' ..H_ _ _ ___ f i It: ! i i I I i :I.! i ! I:' ; ! j , i ,i i i I I ~ : ; I! I!; ! ! i: --j--___", --t- I :! I I \ I Ai! I _---~----+-----1-/ i --- I I I l i I - - - - - _ _ _ _"I' I 1 i ! ! __ __ + -- - - ( i i I ! i J 1 i I I -----t------ -----i-----+-----~ _-1--- i ! i I I $ I i i -__. ..... .... . L..... -I -- ... 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I' I I ! : I I I I Iii : Iii I Iii I I 1 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 534 535 i J I j ~, '".~, ..;-- : APPROX ~i RELOCATED DRIVEWAY: t... .. '-". -.,-..--..... ~- ..~.t -.....-_., -4-, I 1- - .-t.-. ! j I I 533 536 I 537 517 -, . i5fl ~[I II NOTE: SEE SHEET 68 FOR CROSS SECTIONS ....' SCALE: 1" =1 OOH 1"=5'V 25 -, 20 15 i ~ . tJ 00 '11) .....Zll.N Z - .1') U .>-1') ~ (/) :;j. Ww. .F :It!O ~< Z au:i . o Cl ....I(/) OW < (/) :> tl: ~< <....I a 01&.. I ~ ~~ c:tt .... :;::. i ~ < a ~ :I: o cO ~ I') ......... (/) 1IO 1IO ~ lS ~ <J!!~ ~~ ~ z z . r= z W W a. w ~ ~ u... 0:: o ~ ~ 0 ~ (/) 0 0 ~ w (f) ..... z 0 Z z Cl ~ w 0 W Z ~- ~~z ~ (f) W W i5 0 5 (/) WOW 0 W < z Z w ~ ut < d 0:: (/) Z <5 ....I Z ~ ~ z Gi W ~ I- ~ frl ~ < u (/) a U o tl: tl: 0 tl: o W WOw < ll. ll. < ll. 1IO 1IO s.~ ,~ ::: 1IO . I') · en ex> o 0:: to zo~ _~I ~ .. ~ ~ (/)0::-.. W ::> " r-en~ .......... <( o o (/) (/) <( en ex> " N I"') <( o 0:: o -I enu.. :I: e5 ~ (I) Z ~ ~~~ Z a. Z _ :i U ~ ~ 0:: o Z ~ ~ Z W 9~~ <C tj ~ ZZ ~ o c..? 0 C~~ - I - <{ o - ,0::: ~O O~ ::>.. Q..cn " W~ zO::: Oe, ~o::: (/)W ~~ a::::Z <(3: Q..~ >- ~ - o C)~ Zc ~J: <~ Q:CS Oe: 1IO 1IO $~~ ~~~ ,... It) N .... d Z tl: W lD en ~ " ::> ..... Z to ~ en > in II ~ " < :r: o _ (/) 0 o ..... II : ..... ):. lD a w :It! frl ~ :I: < o a ~ :.E ex> o ~ 0:: >-= <( lD :.E a W z ~ ~ W < a a ~ ex> :.E ~ 0:: <( >-= :.E lD i < 0:: a ~ < a " Z - C <( ~ " LU ~ LULU ~-J La..<( O~ ~(/) a.. c:dE3 (/) ZO <(a.. -JO o..~ a. V t") V . ~ . (/) ~ W W I (1) o t') u.. o <( (0 RECORD DRAYt1NC CER11F1CAllON FOR PHASE CONlRACTOR HEREBY CERnAES THAT THIS DRAWING HAS BEEN MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSlRUCnON DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSlRUCnON BASED ON INFORMAnON FURNISHED TO DONALD W. "'cINTOSH ASSOOA TES, INC. ON CONlRACTOR: SR 434 R/W CSX RR R/W (ABANDONED 11+ 0 BY: NOTES: DATE: _~.._"tj~~! r-'t;)~ ". J..', tt-~-~ <fi~~' ',.~ .';.{i. ~,~~~~~,; ....,.t?~ ~.;;:~~. .,~ -"~11~. .. . .":t. .;:~,,-,' '," .,.,(~~~, .. {~l ~/"f (>-'" ',' 1~' jSEMINOLE CO STD END OF ROAD BARRICADES L'" I<n 13+00 14+00 .I..2:.!o!llL + 30. 50 71.5 LT -- 71.5 LT , ;- SPEED UMIT SIGN 199'R +44.15 +71.50 R1-1 +30.M 120' (25t.4PH) +90....7 .....5LT 365LT\ 56.92LT 29.12LT\ oJU. ~ . 5'R~ - \ ~ - ~ \" WHITE DIRECTIONAL ~ 300~ +.......15 ~ 4" SING~8~LLOW I' \ARROW (TV?) ( +82.6~ 12.5'LT~ N ./12.5'U / \ _ - 7 -- ............ _ ./ .+Q':1 +R4AA ..- N ~6 WHITE .___1 J-1.34'LTI ~ ~ ~17L ~'I - 1'" +1u.oo I ..... 6'R""" ~ ~175'R 5O'R""'(R4-7~"" 21.93LT 25 I~ N . 18.0LT ,-- ~l.UR4 7" poo'R - ~~'R- 43.5' ~ '- '- · +84.4ti / +96.1'" +64.56 N_~' / \. 4" DOUBLE YELLOW 1Q.26 Rl:. 1+40.13.. N '\.+68.50 4.1TRT 21.93RT......... :t \ +f3:WIti.5RT - 12.5RT -,- pt, \ +10.66/ ~ R2-1 '-,81R I '"\, ~ 3S.R,-....... 6" WHITE (6/10 SKIP) _ 18.0RT - ~ \+13.67 +90.981 J \ +27.41 . ~ R1-1 NO OUTlET SIGN 18.83'RT 33.15i";RJ 36.5'RT +71.50 , 6" WHITE 36.5 RT ....... +30.50 18" YELLOW 0 45' 6" WHITE R3- 7 200 R~ 56.92 RT 0 20 C,C. (TYP) (6/10 SKIP) io - 12+00 15+00 16+00 17 + 00 I EXISTING EOP, ~ ~ I \1\\ I 6" WHITE --, 5O'R 11_ -.. (10-30) SKIP ~ +9....65 ~ 6" WHITE- = ~"LT\ / 18.oo~T 12" WHITE CROSSWALK ~ , ~ 6' LONG 0 3' C.C. = 4" SINGLE YELLOW ~7!1,.'\Q 30.5 L T -~ +88.11 24.2S'L T + 22. 91 3O.S LT \ 100 Rl, \ +53.31 / 100'R~ ~4'5~L~ ~~ ~ ti~'~~1 100~ 18.0 LT --c- ~ 7 2'R 12.5'R~ --- '- "'li. ~ -82'R '- R4 7'1 . io - ~, +87.0 +75.39 f1oo'R - ~ 51 RT oo'R \+22.91 io 12.5'RT +53.31 /1oo'R 12.5RT - ~+10 19 ~+44.99 18.0RT / L 1oo'R 2....25RT 18.0'RT -:;.11 +22.91 / +75.391- 24.2:rRT 30.5 RT 3O.5'RT +1 1 24.25 L T ~~ r8.OLT - - .'ff- 24- WHITE STOP -~ I' ~l N BAR 4' BEHIND L - CROSSWALK ./ = V 4" DOUBLE ~ = YELLOW ~ _~I +54.56 68.18 RT +6.50 71.5 RT ......-- [ '\..+30.50 71.5 RT SEMINOLE CO STD END OF ROAD BARRICADES '7 ~... . . ii' .}. ROIJLEVARD "Aft GEOMETRY AND SI~I.-'ING DETAIL SCALE: 1" = 50' > ,f"..!' ~:~ ~ .. . ',." ~.~ [------- ---T----;Af:---~-k:~:(T----------(S-.R.-434---r-- ------l-----~~*~-----~~~:o:r--i---- -.. ------~-S.R.-434r----- ---T ~~J~ =--~ ~:A~~~:w-li,----- -- --if-S:R:434Tl! -----\11 -- ------- r----i--------r---r -- --I : ! .. I ii, I I I . ~ I I. I i ; LOT I I i I I ! 1 I 1 I I ,I i : : i i SCRE~ WALL,,- i! j (TYP) I i Ii i I I: j i : i 25! BY 0 ERS ! ! I J I I : i I (TYP) I I..rh Ii' I i ------------r- --------t----- -r -- -~ /~~)--I-- --, --- ------- T-----I-- --1----r-------1 i I FOR LOT E EV. Iii: \( '.-5: 1 [ , - ~ I I! i " Ii! i Iii ; " ! I, : ! I \ , , ----J--.----.---~.---.--.-.--l-.-.---.-.---j i i j i ; ; I SBCTION i 3 I ! I '\. - SE CTION 16 ! Iii ~240 i jl I I : i SC4LE: HDR.IZ. i.-~o' : \ 1 5 i I 5T A.I 526 + 1 S .35 I i 1 5 I 5T A.I 530 + 2 ~ .63 \ I 1 5 \ \ SEe TI 0 N I 9 I Iii ; VERT. 1; =5 ; ,...----......---.+-..-..-..---.-____+_ ...:..:.j.-----...-..- ..'-... ---...-.-----1----...-..-....---........-. ...........---.......-----..+.... ...-........-.._-.... ....---.--l....-...----..-.-..-..-..-.t.........-......--- ..-...-...... ....n_.. ..-.......--- .....- t..-.. -.-.-.-..-....-+-...-- ...-.....---....--...t-..-- 1- ... ...- --.--,.--,--, 1-------- I -t- -.- '--..'1'--'-''''- ..- ----<------ - - - .-- ...t -- ----. -.. '.'- - -. , i I Iii I : ! i i ! i I I STA. 536+2E .03 I ! I I I i , , I t,. "~,. '~'-"-'---'~'" .w_ '" i > ~ I ! 1 i I \ ~ ! i i i I rBANO.) Ii; TRACI rBANO.) I I TRACr '!BANO.)! I I i I I I : ..---. -i ! ,! I i, I , i I i--.'- .u.________! ---.-------...---1---- __n____ .--..-.--- -- ..--.-.---.. --.-------.-!.----------.....-.. !---. ! "< ~ Ij (TYP) . I "". ... ... i . j. ..:. .. . .: ... . 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I S~CTIONI1 I .1 I I ~CTIONI4 I I I II SECTIONi7 I I I S~CTIONI1O : L_L~...l__ I STA'15~9+61?3 _L__-1 15 _J______--.L__.?_!.~L~28+2~.0~___L___J_~ STA.I 532+4j96 .J__L STA.! 536+64.52 J.___...J .~;,.~~: . ,i~.w:'. ..~' ~)~ ;~"W:.' . ~.,.... ,~. .-~ ",..' }~.~~ J,~ .' '.,,"'\ '. .lo'.\f; '''if'. ..;,'~:-~. . \.'r'\. .l',~~ . ~ "'....,.. , -- ._..-.._.,~...-.~! , ~ :..'.~:} . ,~.':,t~ , , ~;,,:~~~ ..,~;. '..~~ ......1; .;'1II. ~,' r/~,.;~ :,ff?"$~:;'~ ~,.'~,l . ~ w ::r: ~ o o Cl ~ .. o~ .0 I-JZ x(3 Z 0 -J ti; 0 ~ 0 ~w~ Q..F .. "F<i~ ~ ~< ~~t:Cl 6~~Q (t::J:::::>0 Q..(/)(/)> fL[] [[K] R/W. LANDSCAPE SOD SOD ALL !DISTURBED ALL DISTURBED AREAS WITHIN AREAS WITHIN ABANDONED CSX WALL TRACT PER PLANS. RECORD DRAWING CER11F1CATION FOR PHASE THIS "RECORD DRAWING" IS BASED ON INFOR...AnON RECEIVED F'R0hI THE CONlRACTOR ON AS TO LOCAnON AND DETAILS OF THE FAOUnES ACTUALLY CONSlRUCTED. THE ENGINEER HAS NOT PROVIDED DETAILED OR CONnNUOUS OBSERVAnON OF ON-SITE CONSlRUCnON NOR "'ADE MEASUREMENTS, BUT HAS MADE PERIODtC VISUAl OBSERVA nONS AND HAS OBSERVED THAT THE READILY VISIBLE FAClunES HAVE BEEN REASONABLY INSTAlLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE RESPONSIBIUTY OF THE BUILDER AND IS NOT INClUDED IN THIS CERnFICAnON, DONALD W. ...c1NTOSH ASSOCIATES, INC. BY: DATE: NOTES: NOT A RECORD ORAWlNG UNLESS THIS BLOCK IS COhIPLETED t -' os .iJ Q (.) a: It) ...-z N z- .PI) u .>-pI) ~(J) :::I" Ww. .F ~o ~-< Z oS 2ci ..J (J) 0 w -< (J) :> 0:: ~-<<-, o 01>.. ~ ~:- I . .... i.. ~ -< o ~ :J: (.) ao ffi ~ Q. ~ cXi pi) ~ -;;;. ~ ~.... ~ N ~ ~ ~ ao (.).. ~ I!? ~ I!? bt ~ ~ z (J) ~ > (J) (J) W f- i ~ f- w (I) ~ ~ ~ ~ 0 5 8~(.)~~ (/) o ~ >- w ~ 5 (.) (.) I- Cl (.) W Z W (t: ll.! ci ~ (.) ci ~ ~ (.) ~ ~ ~ >- w ~ >- w I- ..J Z I- (J) C3 ~ w C3 0:: It: ~ > It: W w w w W Q. Q. (J) 0:: Q. ao ao ~~ pi) ...- "-,- ::: ao .. pi) . 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I I \ . 1- ~20' '-~~.:. ~ - ...... ~ ~,~-~~- 'I' -/~-.Rr\---.,r~:---ft---1~-, -" -~ ~ I :; ~ \-:] \'11 I ~I 286 I' - -............. ~ ~ '223 ~lAln\? .i .tC. I W~' 3 ,~ L ~nllii ,. ~~~ I I 17 I I i uuyCIL~ .f!. ~~ 228 ,. 332 333 334 335 336 337 338 339 340 341 342 .,l.r . ;, i I i I ,: 287 I" 224 I @ I I 316 I", , I~~__= -=-=-L=-dL-+- 292 ~', : I~ I IA:>C V 343! ... 315 ! i . ! _~_+ ~ :_ -~-t~~--Ifsr-----~!'!'~,! i :' ] "! 227 226 225! ! It353 352 351 350 349 348 347 346 345 344 J" 314 1 i i I ~~~ ~i ,II ~~ !-+ ~10' ~ ((~'t--U-'~-----'~ ~t... I · .--~~--;+-~/-. t --t"-4;:;;~'-- -'~-~'A . :1 I II ii' ~ l : j ~ u 10't-1:+- 293 ~ .. 1- I _l1li la..m U6GII ~ ~"', 313 I 1I I ~ ~_ I I " iililt.... I I I ~ ~ .... 1 ..- I ~ " ...... I I I I FUTURE....II I I "~ f _ ~', ...... I I I \ ' I.J COMMERCIAL ~I w I -.....,~--'" ---'~--"1~- , - -- .--- , ... 'j I 'IV) I .J I . II "' · I' "' ""_ ", ',: ..r- FUTURE WATER LINE I ~:CD I I I Ibr' / ~ I I I 20' : : : 294 CDIt1Qt1lLlE lB. 312 ""...>{:.J I EXTENSION PATH I I ".,1 I I I I I ' >(1 1 , 1 1 1 1 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 --..: ' I I "'! I I 1 I , II1ALllI: \ I 'I', .......SLE BSL 15' I , I BSL I I ~aCl. END 6' HIGH I : ~ L~-'$'~:----AT_-----~:r~~~;~~~r:~ :J1:~~=========~== ====-===== ==== ====;=iiIi--~---------- ==~,~~=:,;^=;; ~=-==~== ==-===:-=====~-=~~. BRICK WALL ; _"\:,------ _ · __A-;~' \..' .""'-----______..po_~--------~.-'-- _:~[:.wAu..--~TFj1g---------------. _____________________ __ II =- ~~ ~ - ~~ - ~ ~~~~s~ . . _--- ... ____ /_/// -- ~~ ~A:1G~-_------___J-=~~--ffi -- -:==----::-----------------------------~ ~.;:o="c:t . - _ _ _ ._ _ _ _ _ _ _ _ _ _ (. . "'~._- '-"- -f--- -- . ..- - - .------.---------..--....-..--.-----.----...---------.---.--------.--.-- --7f:~~==--=!. - =t=.-u-x~ =--~--;-:==-=~- ;-:--~~-=-=~=----=---t_-:~=-=-=.. --;=========-==---;=~-=:=-=:.::-=-=-=--;-========---==:===== (I I ! - r-----.. --1 I I I ,-i L.-J 263 SITE: BENCHMARK SET 60 PENNY NAIL AND LB68 DISK S SIDE 10. CAMPHOR TRa: f:LEV 19..f6 c 1 : I I I I I I I I I 261 I ::, ' I I I I II I I I I :, I 260 I ,I ~ I I IJ I I I I I~l 259 l 1 i I I 258 : l I I 257 I I I I I I 262 --- 276 ~~~ -,-....~ / r'~','~, 1 1 \ 1 \ 1 \ \ I I I I 1 1 1 I 1 / 1 / 7 I / ~../ --"~ '" ~~"--I I I I I I I~ ~, ~ : I ~ 283 !~ 1 '" 284 ~ -~ ~ ~ 277 --... - 1 I I I , I 281 I ' , , I ' , , , , , , , ... J I. 278 279 280 I t I . I ! ~..... ... ... .] , s.f~, 282 -" r\ ....._.1 .... ... I ~ , 1""" ,_.,.,-~.".__..., 1 I ! : I i______J ///\ " \, '\ \ . , "' -- \ ,/ y/ \ \ \ I ' ! \ . I , I . 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" / '.........~--_/ L. i ..--~.f ...:.:~ = I i ~ WETlAND LINE AS FIELD STAKED BY BREEDLOVE, DENNIS AND ASSOCIATES AND FIELD VERIFIED BY SJRWMD GIN SAFE UPLARD UNE ~TAKEN FROM ~ SUR~Y JONES, WOOD ft GENTRY NO. 28041 SHEET 1 OF 4 o rro 2/3/95 I APPROX LOCATION EDGE OF WATER I I I I I I H - I I I I - 1-- I I I I I I -l I --- 25 2 I I I APpkox LO<f lo.lroUR pNE I CON$ERV41lON IAREA I I I wopoEDI -+ - I 1- +- ---+ CO~SERVA TION EAStMENT 41NE 25' IUPLAND BUFFER I I I APPROX LOCA nON OF THE S~E UPLAND I LINE FROM IA SURVEY PERFOR ED BY JONES, WO~D AND GENTRY I C I DWAWlNG '128041 DATED 2/Y95. .--1 -- ~ ~-I I SAFE UPL~D UNE I I I I I I I I I ,- 2t' UPLAND B FFER I I - _I- I - - 24 26 ~ 21-. 19 12 13 14 I , I I /40 , , I I .. ~ .. /::= n!YI I!M 1/::= ~ 11 41 47 10 r--J i I f-.; l__J /--~---.... ( '''\ I rr-n I i ! l_r__~ j 1 , -! I d i I I; i Ii I I !~-fJI i I 11 f ; i I Ii'... 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I I 197 6' HIGH WALL TO BE CONSTRUCTED PRIOR TO ISSUANCE OF FIRST CERTIFICATE OF OCCUPANCY WALL DESIGN BY OTHERS (TYP). SEE LANDSCAPE PLANS FOR WALL LOCATION WITHIN EASEMENT.(TYP) l I / .._,/1 I \. \" i /' ./ i " ., , ,/-_._~.--....._- 196 " "- ~~'\ .--------.-' ..---....-.-..-.-- - .....~...._- -.------..''-., \ I \ \ \ t i I i \ ~..~.-._-_. // ,.--,-.J /' LANDSCAPE EASEMENT 195 / i I i I I 1 i I ; / i ! i // // 194 ! i I .._ _.....~_.._. ..__~___.~4' '---- --- --- -' IlIl I (II ..J I I I .-+-10' I I I I I I I I I I I , I I I I I I I I I I I I I I I FUTURE ! COMMERCIAL: I I I I 1/ I SLE -__{ I ______________~J I / I _____________L____J / -' III 193 (II --------~---_._-- ---.--.-.--.".--.-..,------ -" ----..... ./ ---- ,J/' 192 FUTURE COMMERCIAL i, : \ , , I t.i 191 i < \ 190 189 \ 1 FUTURE COMMERCIAL 179 180 184 185 186 181 182 _B1).L I ----------.... 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I --- .. ....-.- .... ."..,..,., .... i i I i \-..-... '-.-'. .... .... ! i i I o RECORD DRAWING CERnF1CAllON FOR PHASE CONlRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN WODlFlED TO SHOW All CHANGES TO THE ORIGINAL CONSTRUCTION DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCTION BASED ON INFORMATlON FURNISHED TO DONALD W. WclNTOSH ASSOOATES. INC. ON RECORD DRAWING CERl1F1CAnON FOR PHASE THIS "RECORD DRAWING" IS BASED ON INFORWATlON RECEIVED FROt.A THE CONlRACTOR ON AS TO LOCATION AND DETAILS OF THE F AClUTIES ACTUAllY CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED DETAILED OR CONTlNUOUS OBSERVATlON OF ON-SITE CONSlRUCTlON NOR MADE MEASUREMENTS. BUT HAS WADE PERIODIC VISUAl OBSERVATlONS AND HAS OBSERVED THAT THE READILY VISIBLE FAClUTlES HAVE BEEN REASONABlY INSTALlED IN ACCORDANCE WITH THIS DRA'MNG. LOT GRADING IS THE RESPONSlBIUTY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFlCA TION. DONALD W. MciNTOSH ASSOCIATES, INC. BY: NOTES: UTILITY SLEEVES LEGEND @ 2" IRRIGATION SLEEVE @ 4 " IRRIGATION SLEEVE NOTE: ALL UTILITY SLEEVE LOCATIONS SHOWN SHALL CONSIST OF: SCH 40 PVC PIPE SLEEVES, CAPPED, 2.0' C.C. MIN EACH END TO BE TERMINATED 2' MIN. BEHIND CURB / SIDEWALK. EACH END TO BE MARKED FOR FUTURE LOCATION AND RETRIEVAL. COVER DEPTH = 24" MIN. SIZES AND QUANTITY AS SHOWN. CONlRACTOR: DATE: BY: NOTES: DATE: NOT A RECORD DRAWING UNLESS THIS BLOCK IS COUPLETED t-+- - II.~~ ~ rL\.u: --r--.. _ -I ~~D - , ~c= n: ~ ~ _ 0 ~~ ~11 ~I as... ;. ~. '1 I KJ'W :"0 ~ --- n 1 ~ .~ ~~Ir;;;11 iiN~ ~ ~I: A=irtHl ~ 9 ~ITN~ I Ii" I I " 'f r- ::: ...... Ie II D~T AIL 76 P I .,.,. 1 I KE:!...M6f NTS (/)r ~., ::"1 o , I / / :/1/</ / '/v "AU BOULEVARD "A" STA. 18+81.92 SEE SHEET 6B FOR BOULEVARD STRIPING AND HORIZONTAL GEOMETRY DETAIL SCALE: 1"= 50'H 1"=5'V CIRCLE "8" STA. 67+41.03 " ....... ...-.. - - .. I I I j ~ ! I I I 0 i I i 0 ____+_d --.- +. li--- . ... . ....H i I : i ~~ 1 , ' ! (/)~ I ! 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CX) en + t") wN -J. -<( lJ...~ ,0 (J) 4~ 0...0 c:d~ zO <(~ -JO 0...0 + o .... . <( ~ (J) I- W W I (/) o t') I.L. o m 280 ~~ ~ ~'7 'le'~ ~tb/ '}..'}..~tb A .. rt- . 22.24- ~~~~ -;::::;;;-: ( ~ \ 46%~:r~"q~7.-"~ O.30~ o~ 22.2 r~ ~'" R'" ~ ~ ~ - ~ ~'i:> .~ .& '0,%" o ~ \ 282 0 '(+ 281 233 SEE SHEET 5 FOR CONTINUATION 'K~LI ~& DETAIL SCALE: 1"=50' ,.~"~,.," S'~ 2~'~." (' '..' & ~~ ('/- ~ 282 - -- --~3----., ',. 30 25 20 . 2 foO.28X g&~ -- .... :;: \0."......... rr- 15 ~ w ~ o o Cl ~.. O~ .0 ....JZ c( U z..-g ~ 0 :J::: .. ~ ..g c(w Q.~....J" .. c( ~ ~F~c( ~~~Cl ot::f~Q ~:t:::::>0 Q.(/)(/)> ~ ~ I 10 5 o 30+00 230_ J, 229 \V - L r-- - _\ 228 "~~~-46 ~ _ ,; ~~~ -=- I l:;a~ ~ ~ ,~~ ~ -/~~8S ~.. " ~~.........:: ~O'"' - -~ ~~~ ~A1 - - ~ ':;L" - ... ~ \ _ ~ ~ '< ~""'- _\BO..--:::=::~OO""""""~~ --.....~ ~ ~ ~~\\ 291 N ..-., ~ ~ \ 8 s ~~o~ "'v- ~ " \ ~"'. ~~ ~ / \. 'J.. /J 285 /'~/~ 7 / 286 287 288 CIRCLE "B" ST A. 30+00.00 = L.~IRC E "B" ~T . 66+03.34 231 ('\ ..J 232 ~~ " '8~ > 284 289 r'- 290 ( .', ~\ .:2 ~ ~,," ',. l I / / / / 292 I ,.... '-...l 1-15' WIDE STABIUZED EMERGENCY ACCESS EASEMENT ..J II \ ----\1\ / ! f f i ! / , I , , \ 293 ~+\353 J \.; ?~. ~ ~~.~ ~ '\F. ~ ~y ~~o ~k~ 225 ~~ID '~JOf;~,...~ . I')..C> "': ~~. 1')..1-' o~~ ~:;~ '}..'J,. 9 'k ~'J, ./'J,'J,' 301 ?1,'J,~ /'J,~I').. O~ 1')..1')... 300 227 \ /~ ~ 'Z ,~ ,\ \ ( \ \ \ 281 \\ \~ / ). \ It ~~ / ~ 'Q~\ ~~~' 7.-0 \-' ~_~~ r: ~~~ 0 / .,-"" ~ ~ 1 , ~~~~ -U\ ,~=---'t~'2.~' ~Q 'l1 ~ . - - /_~ ~~ 0 ~ ~ \ ~3 ~~~\ ~ ~~ ~ , ~, " ~ ~M-- A.R ~ 294 295 I CIRCLE 299 ilL SCALE: 1"=50' O~TAlL rv <v '\ sY' S<V<V ,\'J 225 .:-... \~ ~~ \ v~~ ~ ~ 'S / ( ~ .-'~ ~.-' r i~' /--. /f-.- / f~98 \ \ \ \ \ 29': \\;..Q. '~~ 226 / / ~ ~M~ /' ~~~, ~~ "" ~ / 296 r' ^'. ,', ~'J'-' " B " 353 352 ~ / (:)() . v r-.>C (1-.: - flcV /" v\~ \ ~ \ A_~ , 'J,.~ SV,,'<; ~ ls(( · V'~ 300 ~ (:)() ~ --...., 299 " , '" 351 / 301 350 ",.'~ \ , y~l/" \ ~ ,?J? ~ / 302 CIRCLE "B" STA. 39+00.51 = STREET "0" STA. 70+00.00 .0 ~ \\ ... -- 348 / 347 A @- 349 1'-_.'._ j. ~() ~ t -" n>C .'( flc" / @<<~ ~~ V f?Y'.. ~ .. ~ -" ~ 305 -" flc ()~ tic' / / 304 303 ~ ?- f ~ -/""'- " I"" ~ rr&: ~~ ~ ~ ~-lll~ Q~f!bl~r-=l ~'Ir ~~~~ :~;J:L~JI 0 oj ~ TIl' --- 1 ~ ~~ 1\ ifi \, H ~ 9 ~ s 1 ~ I m..YAe NTS ~ ~ ~ ~ ~~/ ./:> 'l.~' " "/ 307 306 RECORD ORA.He CER1IF1CATION FOR PHASE CGlTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN MOOlFlEO TO SHOW AlL CHANGES TO THE ORIGINAL CONSTRUCllON DRAWINGS AND ACCURAlELY REPRESENTS lHE FINISHED CONSTRUCllON BASED ON INFORMAllON FURNISHED TO DONAlD W. MciNTOSH ASSOCI AID>. INC. ON CONTRACTOR: BY: NOTES: DATE: ....... I .'__ __ ,__ '___M ,..._',.. ! RECORD DRAYfNC CERl1F1CATION FOR PHASE llilS 'RECORD DRAWING' IS BASED ON INFORMA liON RECEIVED FROt.t THE CONTRACTOR ON AS TO LOCATION AND DETAILS OF THE FAClUllES ACTUALLY CONSTRUCTED. THE ENGINEER HAS NOT PRO\1DED DETAILED OR CON11NUOUS OBSERVAllON OF ON-SITE CONSTRUCllON NOR MADE MEASUREMENTS. BUT HAS MADE PERIOOtC VISUAL OBSERVAllONS AND HAS OBSERVED THAT THE READILY \1S18LE FAClU11ES HAVE BEEN REASONABLY INSTAllED IN ACCORDANCE Willi THIS DRAWING. LOT GRADING IS THE RESPONSlBIUTY OF THE BUILDER AND IS NOT INa..UDED IN THIS CERllF1CAllON. DONAlD W. MclNTOSH ASSOCIATES, INC. BY: DA 1E: NOTES: NOT A RECORD DRAWING UNLESS THIS BLOCK IS COt.tPLETED ~ -r\ ,.,. - ~,^_' 0 I = lr~ 0- ~ I 'I c II _ '" _ [iI - ~=~ .\ ~ SCALE: 1 "= 50'H 1 "= S'V i ! : 30 : 25 t .~ , ! ! 20 15 10 : 5 \ o 43+00 ~ .a..i o C.) . 10 .-zo.N Z - .f") .... >- f") ... .....1. ~ (I) ....I Ww. .F ~o ~< z gO:2 . o CI <(I) OW z(l) $Ik: 0< <....I o 01&.. ..} . (/) IX) Oo::~ Z~r ~ .. ~ ~ (/)0::_ W :::::> " J- (/) ~ '-' <{ o o (/) (/) <{ en IX) " N I"') c( Cl ~ o ....J (/)l&.. :I: 8J ~ (/)z~ 2~~ r--1~ Z CL Z - ~ U ~ :t: ~~ ~ o . Z ~ ~ Z o (/) ~ ....J 0:: c( .." W ~ ~W~ Zz~ 0" 0 Oz~ WN - II - <( Cl - a::: o C~ :::>.. a..cn " W~ z&: ocn t-a::: (f)~ ~Z ~~ a..~ >- I- - o ,,~ Zc ~...: .c(:J: o::(/) of3 I ~ ~) at ~ > ~ ~ < o ~ o N Q) N I .... Q) N GO ~ GO ~ 9 ~ ..... z ..... ~ 0 ON. 1= 1-' a. ~ ,., ~ 5 ~ ~ ~ (I) ~ ~ z ~ ~ ~ z W 0 (I) W ~ (/) (I) ~ 0 5 1j~C.) w C.) C.) ci ~ < 0 ~ e:l ! ~ ~ ""') - ~ (I) C.) o It: It: o ~ ~ < Q. Q. ~ GO GO ~~~~ .... N 10 < ','0 :: 10 10 f") N .... d z It: ~ CD en ~ " :;:) ..- Z <D ~ 0) > in II It ~ " ~ :t: (I) 0 It) II It ..- ): CD o W ~ ~ ~ :x:: < C.) 0 :J::: ~ Cl IX) ~ ): N CD o W ~ (i) ~ ~ < Q Q u ...., ::!: IX) ~ N ): CD ! ~ It: < o 0 o o . o o + ", WV -.J . -<C LLt- ~(/) 0.0 c:dt- ZO <C~ -.JO 0.0 + o ", . ~ (/) ~ W W I (f) o t") LL o o .... .... 25 20 15 a::: w :I: I- o o o ~.. o~ .0 ....JZ < (,) Z 0 N....J ~:I:O :x::-O ~Wl- (l.~....J" "r-<~ I-r-I-< ~I-!::O Jw::l:O OwCD_ a::::I:::JO (l.enen> mu..o I- I- Vi ~ 10 '5 o RECORD DRAytNG CER'OFICAllON FOR PHASE CONTRACTOR HEREBY CERTIFIES niAT nilS DRAWING HAS BEEN MOOIFlED TO SHOW ALL CHANGES TO tHE ORIGINAL CONSTRUCTION DRAWINGS AND ACCURATELY REPRESENTS niE FINISHED CONSTRUCllON BASED ON INFORMATION FURNISHED TO DONAlD W. MctNTOSH ASSOOATES, INC. ON RECORD DRA"C CERnFlCAllON FOR PHASE nilS "RECORD ORAWlNG" IS BASED ON INFORMAllON RECEIVED f"ROt.t niE CONTRACTOR ON AS TO LOCAllON AND DETAILS OF niE F AClUllES ACTUALLY CONSTRUCTED. niE ENGINEER HAS NOT PROVIDED DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSTRUCllON NOR MADE MEASUREMENTS, BUT HAS WADE PERIOOtC VISUAL OBSERVAllONS AND HAS OBSERVED niA T niE READILY VISIBLE F AClUllES HAVE BEEN REASONABLY INSTALlED IN ACCORDANCE Wlni nitS DRAWING. LOT GRADING IS niE RESPONSlBtUTY OF niE BUILDER AND IS NOT INCLUDED IN THIS CERTInCA llON. DONALD W. MciNTOSH ASSOCIATES, INC. BY: DATE: NOTES: CONTRACTOR: BY: NOTES: DATE: NOT A RECORD DRAWING UNLESS nilS BLOCK IS COt.tPLETED 152 ~~ o ~~ o I ~ m~~ ~ IT w.~ 1- I (1/ J ~~\- :..I :1 _ 11 ?m .- ....aa.'fp, t:JLIAII,I~~ ~~ f:WM :,~ ~ --Po: ~lZ 0 oj -1:C r- ~ Ji I~ DI - ~ 1\ .. 9 fi t: i r~,. = c ~ .~~_~t~N' ;~~ ~ NTS ~ ,.-..: 0.30~ 151 - 0.30" ~ "Itt') 1'1{) tOtO NN ~ . + 4 ~~), c?~\.~ ~+ ~~ 25.7"" <:)" I 25.61 -25.44 25.92: 25.81 :25.64 25.71 25.44 0)00 "ItN ~~ ~~~~ ~+r~~ 24.9"" ..... 24.28 -24.16 7\..1. . 0.36" 25.11 . - 24.49- .24.36 ~ 24.90 24.16 ~5 154 143 162 200 163 . CI ~~.11 ~-826.90 '- 7.5~ ,~ o ---=- ~~ ~ 25.71 . .25.92 o~ ...25.71 I-- 0.49" ~ 0....9" ~ .-"? .- 192 193 19~1 199 153 198 194 iN 1~N'~1 I GR, lk..1 SCALE: 1 "=50' ~.A. CUl-DE-,S6k GR, SCALE: 1"=50' --- U~I . Ill. DETAil SCALE: 1"=50' N I < ~ en ~ I I . I \ I I I I I I I IB I i I I , \ I '- 151 ! I I !~~~--^J vI! .~ / f-SM-29 ~ -1 Z I I a \ p, I ~ I ! I .....1"........ d . ,~/ . I I}( ~ I : I ,,/' ~ \ 1;1 /'" 01 C'\I 1/ \ = i i ~A I 153 ~ i I) I I .. 1 SEE SHEET 6 ~_ FOR CONTINUATION 0 J: a::~ "'-CI) COURT "L" STA. 185+16.25 = STREET "K" STA. 172+70.00 SEE SHEET 6 FOR CONTINUATION SEE SHEET 22 I ~ . 'NT ~ I ~ ~ ~ N 0 .....5ift..... N · 1 v ~ Il~ ~ ~ .."". Ic~ 1Id'..... I W Jt-- _(XI ~ ~ (SM- .52 (f) .J \J 1- 72 1\ \..1~ w \ w (f) STREET "K" STA. 172+70.00 = COURT "L" STA. 185+16.25 SEE MATCH A I , - ~I ~ ~ ~;5 T I ~~I ". 8l ~ ~j p ~ ~~ ~.. ... ~ ... "'" l-l: ~ 173+ 00 "'-J~ ~M"~, 27 -=~ 1-69 I - \1 .J _ 0 .. -t-., J~ 59 - '"':zt - ~''h50' -.J , S~~ I \ 74 t __ Sly~ ~ J.-- 'li'A ~/ ~}' 0\. /'/' ~ 19 - - ...... I """I/'-- ~ / - "':"00/# f.J 7 4eO "".B~ ~'3 x ~ ?' a- ~ -/ /'~ - -~ . ~~~ :y ~/" ...,. ,1-6~ ~ ~ ~ r J " ~ (, " I UJ \\~I~ # I M j I /Irll SEE SHEET 19 - 1 SEE MATCH I I~I A -~ 149 148 ~ ~1-31LF 150 " _1=S1 ~l~0.32" ~/ _ 1-63T T_ _ \1/ __ - ..... --:rrin. ~ '- JlUI ~n ~ I.. - -r.. ~ 240 ~ ''''~ .oOZ: ~ 182+0c!'- ":~1R~...Lnn. I ..." - \\ --r/ ---~M-28- .., 5.51 It) {~ ~ I.Of ""i... r~-.I - r6UD ~ ~ .L.~U ~~'~\D)X-L~'i~~1V - - ,1-62 f _T.... 1 ~ ;/ ~ *\4 - 1 \ - fi I ~ ! refl 31LF 50../ I . O. ~ 2" '7-" ~ 162 143 15' WIDE ST ABIUZA TlON TOP 8- STABIUZED TO FaY 50 31LF 50 -- o~ -r " · 0.3~"\ 1-66 ~ ~ L-r-J - ~ v ~ ~ ~ I I 199 I ~\.. _F In--4" .....l 1DA.L.nr'l 74.'1- r ..._4...... I-.---" "".... 2...:3...:r ,~~ I 71\- 1-65- j~V I~I 19B rfoe lr-e 143 163 144 75 147 146 145 . , -- s.w:1 172+00 20' EMERGENC~ ACCESS ac UTlUTY EASEMENT I,,, 171 +00 _ _ '" i~ ..,oJ ,,.. "oUU" r> -/1'\ ;- T - I ~ 193 194 158 r99 I 154 155 58 198 156 r\ 160 75 159 161 197 157 195 196 197 f)~ I SEE MATCH A STREET "K" STA. 174+90.14 = R.P. STA. 180+00.00, 20' LT. STREET "K" STA. 170+00.00 = CIRCLE "M" STA. 203+15.62 STREET "I" STA. 147+35.38 STREET "K" COURT "L" SCALE: 1"= 50'H 1"=5'V ! : I I I _ I i I :. _ i i I !.. I !. i I i I1II 'I Ii: i c 'I I 0' . I i I I ' . I ' - . I . j I C i i I I ~! I I I ~ ~ I ! 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