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HomeMy WebLinkAbout12-14-2004 Agenda PacketO,,later of Coca I . Ma orp Conaniissloners S. Scott Vandergrift Danny Nowell, District I k City Manager Scot Anderson, District Ritsty Johnson, District 3 Robert Frank. Nancy J. Parker, District '-I PLANNING AND ZONING COMMISSION (LOCAL PLANNING Tuesday, ece er 14, 2004 AGENDA 6-050 The Planning ini si ill have a groupto taken at the December 14, 2004 meeting for the City of Ocoee Website. Please be in the Commission Chambers at 6:60 IPM for the photo. Tn yl I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held July 1, 20 Ill. OLD BUSINESS Nona IV. NEW BUSINESS A. Northwest Sector Study PUBLIC MEETING 1. Public Presentation — Renaissance Planning Croup B. Ingram states (Project # LS-03-011) PUBLIC HEARING 1. Preliminary Subdivision Plan C. Shoppes of Ocoee — Lot 0 — Ocoee Commons (Project # LS-03-023) PUBLIC HEARING 1. Preliminary/Final Site Plan D. Crestwood Commons (Project # LS-0 -007) 1. Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. December Calendar VIf, ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings- take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions ri before the Commission for action. Also in accordance with Florida Statue 286,26 Persons with disabilities needi of these proceedings should contact the Once of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34' advance of the meeting. City of Ocoee - 150 N Lakeshore Drive « Ocoee, Florida '1' I phone: (407) 90 -3100 ■ fax: (4 7) 656-_- 504 - www.c .ocoee:i IA1S , ,ding a matter which will come assistance to participate in any (407) 05-3105, 48 hours in THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JULY 13, 2004 CALL TO ORDER Chairman Golden called the meeting to order at 7:08 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Members Campbell, Keller, Morris, Rhodus, Sills, and West. Also present were Community Development Director Wagner, Planning Manager Armstrong, Senior Planner Fabre, Senior Planner Grimms, City Attorney Rosenthal, and Deputy City Clerk Brasher. ABSENT: Vice -Chairman McKey, who was excused. GUESTS: Mayor Vandergrift and City Manager Frank. Chairman Golden introduced new member Frank Morris. Community Development Director Wagner introduced Planning Manager Catherine Armstrong and Senior Planner Antonio Fabre. Mayor Vandergrift introduced City Manager Frank. lea P 4► Fff -ITeT=l TIa The consent agenda consisted of approval of Item A: A. Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, June 8, 2004. Member Campbell, seconded by Member Sills, moved to accept the Consent Aqenda as presented. Motion carried 7-0. NEW BUSINESS OAK TRAIL RESERVE PUD — REZONING AND LAND USE PLAN Community Development Director Wagner gave the staff report for Oak Trail Reserve and stated that the 38.6-acre parcel is located on the north side of the intersection of Clarke Road and Clarcona-Ocoee Road. The property is currently zoned R1-AA Single -Family Dwelling District. The future land use is Low density Residential. The proposed project is to include a maximum of 60 single-family units and 80 town homes. The project also includes a small recreation area, a 3.6-acre wetland area that Planning and Zoning Commission Regular Meeting July 13, 2004 will be preserved in its natural state as a wildlife habitat, along with an upland buffer conservation area at the northeast corner of the site. Oak Trail Reserve PUD will have two (2) access points into the site. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. Based upon the original Annexation Agreement, the property owner will provide additional road right-of-way for: ➢ Widening of Clarcona-Ocoee Road/West Orange Trail and, ➢ The northwest extension of Clarke Road. The isolated wetland is proposed to be used for stormwater retention, and the developer stated that wetland mitigation is to be provided for impacts into the jurisdictional wetland for stormwater retention and recreation areas. St. Johns River Water Management District will review for acceptability for storage as it relates to water quantity and water quality. Tract "E", a triangular 1.71-acre parcel located between Hobson Road and Clarcona- Ocoee Road and the northwest extension of Clarke Road will be dedicated to the City. This tract will serve as a stormwater retention area, as well as a mini trail head park. DRC RECOMMENDATION The Development Review Committee (DRC) reviewed the Oak Trail Reserve PUD Land Use Plan on June 15, 2004, and there was discussion on revising the Land Use Plan with the developer agreeing to make the changes noted by July 1, 2004. The DRC voted unanimously to recommend approval of the Oak Trail Reserve PUD Land Use Plan, subject to the changes discussed being made to the plans ahead of the Planning and Zoning Commission on July 13, 2004. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Rezoning and Land Use Plan for the Oak Trail Reserve PUD, as date stamped received by the City on June 24, 2004. The public hearing was opened. Cecelia Bonifay, attorney representing the developer, stated the entire consultant team for the developer is present to answer questions and she gave background information on the project. Planning and Zoning Commission Regular Meeting July 13, 2004 Chairman Golden inquired as to what the traffic difference would be between single- family homes and townhome/mixed use. Patricia Tice, Traffic Consultant representing the developer, stated that townhome/mixed use would generate ±1043 trips per day and single-family homes would generate ±1340 trips per day. The public hearing was closed. Member Rhodus, seconded by Member West, moved to recommend approval of the Rezoninq and Land Use Plan for the Oak Trail Reserve PUD, as date stamped received by the City on June 24, 2004. Motion carried 8-0. EAGLES LANDING PRELIMINARY SUBDIVISION PLAN Community Development Director Wagner presented the staff report for Eagles Landing Preliminary Subdivision Plan and stated the property is located on the west side of Ocoee -Apopka Road approximately 2,000 feet north of West Road. This property includes about 46.41 developable acres with 2.63 acres as wetland/conservation to be dedicated to the City. It also preserves an existing eagle's nest. The property owner will provide additional road right-of-way for Ocoee -Apopka Road and construct turn lanes on Ocoee -Apopka Road and Westyn Bay Blvd. The developer of Eagles Landing is coordinating the utilities, road connection, and the use of the community meeting room with the developer of Westyn Bay. These arrangements will be noted in a Development Agreement. Eagles Landing will be a gated community with two (2) access points from Westyn Bay Blvd. There will be a 6-foot brick wall within a 10-foot wide landscape wall easement with appropriate landscaping along the full length of Ocoee -Apopka Road fronting the subdivision. From the intersection of Ocoee -Apopka Road and Westyn Bay Blvd. to the entrance of the subdivision on Westyn Bay Blvd. there will be a 6-foot high polyvinyl fence with a 10-foot landscape and fence easement. The developer is requesting the following three (3) waivers: To increase the length of the block from the Code standard 1,000 maximum to 1,350 feet based on geographical layout and entrance locations. Planning and Zoning Commission Regular Meeting July 13, 2004 2. To not be required to provide a community meeting room as required because the developer has an agreement with the adjacent Westyn Bay subdivision to use their community room. 3. To reduce the required 35 feet rear setback adjacent to Ocoee -Apopka Road to 30 feet because there will be dedication of 35 feet for additional right-of-way which would result in a 65-foot setback from existing right-of-way. Staff supports all three (3) waivers. DRC RECOMMENDATION The Development Review Committee (DRC) reviewed the Eagles Landing Preliminary Subdivision on June 15, 2004. There was discussion on revising the Development Agreement concerning access issues such as pedestrian access across the road leading to Westyn Bay Subdivision, common areas ownership and maintenance, and joint use of the community room. There was also discussion on the following: the significant grade differences along Ocoee -Apopka Road with the potential erosion, the impact on rear yards on a retaining wall that needs to be built. The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan, subject to the amended Development Agreement being provided ahead of the Planning and Zoning Commission meeting to be reviewed by the City Attorney, and which covers all of the outstanding legal issues. Cross section plans will be modified to show a 6-foot buffer wall adjoining the roadway. These changes have now been incorporated into the plans. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Eagles Landing Subdivision, as date stamped received by the City on June 28, 2004, including waivers 1, 2, and 3, subject to City Attorney approval of the amended Development Agreement. Member Riffe asked why Staff was supporting waiver #2 concerning the community room. Community Development Director Wagner said that Westyn Bay has a significant sized community center as well as tennis courts, a swimming pool, and a baseball field. Member Riffe stated she had concerns with the sharing of the community room. Member Keller stated his concerns regarding the sharing of the community center between the two subdivisions. Community Development Director Wagner said there would be a complex legal agreement drawn up regarding the sharing of the community room. City Attorney Rosenthal said there would be a Real Estate Development and 11 Planning and Zoning Commission Regular Meeting July 13, 2004 Conveyance Agreement between Eagles Landing and Westyn Bay, which provides for financial contributions between Westyn Bay and Eagles Landing. The public hearing was opened. Applicant Randy June was available to answer questions. Scott Richmond, 10349 Oakview Point Terrace, asked if the residents in Eagles Landing would have access to all of the recreational facilities in Westyn Bay. Community Development Director Wagner said the community center, swimming pool, and ball fields would be available. Mr. Richmond said the majority of homeowners in Westyn Bay do not reside in their homes yet and he thinks the residents of Westyn Bay should have a say in the sharing of the amenities. The public hearing was closed. Member Riffe stated that she would support this subdivision but she would not support waiver #2. because most of the new homeowners in Westyn Bay have no idea that their recreational facilities will be shared with another subdivision. Member Keller voiced concerns regarding new homeowners in Westyn Bay not being aware that they are sharing the recreational facilities, there could be possible litigation issues down the road between the two subdivisions. Discussion ensued. Member Keller, seconded by Member Riffe, moved to approve staff recommendation of approval of the Preliminary Subdivision Plan for Eaqles Landinq Subdivision, as date stamped received by the City on June 28, 2004, including wavier #1 & 3, and with exception of denial of waiver #2, and subject to Citv Attorney approval of the amended Development Agreement. Motion carried 7-1 with Chairman Golden votinq no. WESTRIDGE PUD — Small Scale Comprehensive Plan Amendment Community Development Director Wagner presented the Staff Report for Westridge PUD Small Scale Comprehensive Plan Amendment. Parcel A is 8.4±-acres of undeveloped property and is located at the southeastern corner of the intersection of Maguire and Moore Roads. The property has a current land use designation of "Low Density Residential" and a proposed land use designation of "Commercial". The requested "Commercial" Future Land Use Map Classification is not consistent with the adopted Comprehensive Plan's Future Land Use Map. Planning and Zoning Commission Regular Meeting July 13, 2004 The additional traffic from this proposed plan amendment would lower the future level of service below adopted standards based on a preliminary estimate provided by the City's transportation consultant. It is estimated that when existing commercial, office, and residential land uses are built out along the Maguire Road corridor, the roadway will deteriorate to Level of Service "F". Therefore, the addition of 8.4 acres of commercial and office uses with 4,966 net increases in ADT will further diminish the capacity of the roadway to an unacceptable level. The parcel is within the Orange County Utility Service Area; the County has adequate capacity to provide potable water and sanitary sewer facilities, and adequate stormwater management facilities will be required in accordance with SJWMD rules. Solid waste disposal will be provided by the Orange County Landfill and this facility is projected to provide capacity until the year 2030 according to the adopted Ocoee Comprehensive Plan. Recreational facilities will be serviced by Freedom Park and the joint use agreement with Orange County School Board for Thornbrooke Elementary School. There are no recreational parks and open space standards for non-residential development. The proposed future land use map classification change will impact and be impacted by the surrounding land uses. As indicated, the Westridge PUD restrictions will limit the allowable uses on his parcel to low intensity uses that are consistent with a "neighborhood shopping district" land use. Neighborhood Shopping Districts have a service or market area of approximately 1- 11/2 miles. For this proposed amendment, additional reductions in the market area are required since the Florida Turnpike acts as a major barrier to properties to the north by limiting north -south access. All commercial uses need an adequate number of residential units within their market area to provide customer base to insure economic viability. The residential uses with proposed Westridge neighborhood shopping district market area are at 75-80% build out resulting in a limited base of new customers to support the commercial land uses in the vicinity of the intersection of Maguire Road and Roberson -Moore Road. Currently, the Plantation Grove Shopping Center has 7-8 acres yet to be built out, and for all practical purposes, provides adequate neighborhood commercial uses to serve this developed marker area. On Maguire Road between the Florida Turnpike and Tomyn Road, additional intense commercial uses are planned including another proposed shopping center and other associated commercial uses. These extensive amounts of commercial land uses also limit the demand for further neighborhood -shopping district development. Planning and Zoning Commission Regular Meeting July 13, 2004 Other proposed uses located at the corner of Maguire Road -Roberson -Moore Roads intersection further limit the need for additional changes to higher intensity uses as follows: ➢ Northwest Corner: Professional Offices & Services land use classification totaling 29.6 acres; these properties are located within Orange County and the City. Those parcels within the City are also zoned Professional Offices & Services; and ➢ Southeast Corner: The Belmere PUD is within the County, and has a large residential component in addition to properties in the northwest section of the PUD along Roberson -Moore and Maguire Roads that have been designated for commercial/retail development. As indicated, there is an abundance of available Commercial and Professional Offices & Services future land uses with the 1 — 1 '/Z mile marker or service area. Adding more commercial land will only serve to dilute the ability of existing lands zoned for this purpose to develop, and introduce high intensity uses in close proximity to high quality homes in the immediate vicinity of the property. STAFF RECOMMENDATION Based on the analysis, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend denial of the proposed Small Scale Comprehensive Plan Amendment that would change future land use classification from City of Ocoee "Low Density Residential: to the City of Ocoee "Commercial". City Attorney Rosenthal addressed the Developer Agreement, which had been entered into between the Developer and the City in April 2002. This agreement addresses conveyance of a certain right-of-way for improvements of 7th Avenue. This agreement did not obligate the City to approve any commercial zoning or a small scale comprehensive amendment regarding the Westridge PUD. The public hearing was opened. Dwight Saathoff, representing the applicant, stated the Civil Engineer and the Traffic Engineer are available to answer questions. Mr. Saathoff stated he objects to the basis of Staff's recommendation of denial. He felt the analysis used by the City was faulty. In 1998 the same plan was presented, Staff and the Planning and Zoning Commission recommended approval, however; City Commission denied approval of the plan. He further stated there are 63 Conditions of Approval for this project and gave some background on some of the Conditions of Approval. Mr. Saathoff lastly informed Planning and Zoning Commission Regular Meeting July 13, 2004 the Planning and Zoning Commission that they must make their recommendation based on objective criteria. John Moore, Transportation Planner, stated his firm prepared the Site Plan and Traffic Study that was submitted to the City in 2003, and he discussed the transportation elements of the City of Ocoee Staff Report. Mr. Moore distributed a Summary of Daily and P.M. Peak -Hour Trip Generation, Year 2005 chart for Westridge PUD. Community Development Director Wagner stated that every Staff Report that was issued regarding this project included the language "Staff is inclined to recommend denial of the Land Use Change". The Planning and Zoning Commission needs to be aware of the incremental effects of different developments on the roadway map and the marketability of the properties in the area. The public hearing was opened. Brenda Larson, 466 Fern Meadow Loop, stated she opposes the property zoning being changed to Commercial stating concerns of property values and aesthetics. Pam Helbling, representing Windsor Landing, stated Windsor Landing is opposed to the rezoning of the property stating concerns with property values. She further stated she has concerns with the developer blocking 7th Avenue. Moe Mango, 540 Golden Moss Loop, stated he is not opposed to homes being developed in the area but he is opposed to more commercial in the area due to the traffic. Bob Ferdinand, 12202 Park Avenue, Windermere, stated the remaining 8 acres at Plantation Grove is under contract and will begin development this year. He further stated that there is sufficient commercial property in the area. Harry Strange, 1177 7th Avenue, Gotha, stated the property to be developed commercial would not produce children, which would over crowd the schools. Rain Pinckney, 10643 Oakview Point Terrace, Gotha, stated he is representing the Oaks of Windermere subdivision and they are opposing the development of Parcel A & B and he stated his concerns regarding 7th Avenue. Dwight Saathoff, representing the applicant, gave a brief overview of how the commercial space would be used. Planning and Zoning Commission Regular Meeting July 13, 2004 Community Development Director Wagner said that 7th Avenue has nothing to do with this particular case. The public hearing was closed. Member Riffe stated that she agrees with the applicant and she does not feel that there is an over abundance of commercial property and she feels the City should create more commercial pockets. Member Rhodus stated she enjoys shopping and sees the need for more commercial development. A lengthy discussion ensued regarding the rezoning of the property to commercial. Member Riffe, seconded by Member Keller, moved to recommend approval of the proposed Small Scale Comprehensive Plan Amendment, changinq the future land use classification from "Low Density Residential" to "Commercial", subject to approval of the Second Revised Land Use Plan and the Preliminary Subdivision Plan. Motion carried 5-3 with Members Golden, West, and Sills votinq no. RECESS 9:45 p.m. — 10:00 p.m. WESTRIDGE PUD — SECOND REVISED LAND USE PLAN AND PRELIMINARY SUBDIVISION PLAN Community Development Director Wagner presented the Staff Report for the Westridge PUD Second Revised Land Use Plan and Preliminary Subdivision Plan. The 76.339 ±acres are located at the southeast quadrant of the intersection of Maguire Road and Moore Road. This PUD was annexed and approved on November 20, 1990, with a Future Land Use Map designation of "Single Family Residential". The request for an amendment to the current PUD requires the City Commission to approve a Small Scale Comprehensive Plan Amendment to the Future Land Use Map changing the designation of an 8.4 acre parcel located in the northwest portion of the larger Westridge PUD from "Low Density Residential" to "Commercial". A similar Small Scale Comprehensive Plan Amendment to amend the Future Land Use Map was denied by the City Commission on October 6, 1998. This issue is to be considered as a separate item preceding consideration of this request and the Staff Report was written as if the Small Scale Comprehensive Plan Amendment were approved. At the southeast quadrant of the intersection of Maguire Road and Moore Road are four (4) commercial lots. South of the commercial lots is the wetland area that be preserved Planning and Zoning Commission Regular Meeting July 13, 2004 for conservation and open space. The main entrance into the Westridge PUD is from Maguire Road with an access to the commercial lots and to the residential subdivision. There will also be an access point from 7th Avenue into the subdivision. The subdivision will be a gated community with three (3) stormwater retention ponds, with one enhancing the community park that will include a pool, community meeting room, pavilion, tot lot, and open play area. There will be a 25-foot buffer between the commercial and residential portions of the PUD with a 7-foot high brick wall within the buffer. An additional right-of-way will be dedicated by the Applicant to the City. Orange County will provide water and sewer service, while solid waste and reuse water will be provided by the City. The property owner will provide additional road right-of-way for: ➢ Right and left turn lanes from Maguire Road onto "A" Boulevard; ➢ Right turn lane from Maguire to Moore Road; ➢ A right turn lane from Maguire Road into the commercial parcel; ➢ Right and left turn lanes as required from Moore Road into the commercial and the office entrance. A Development Agreement incorporating all Conditions of Approval and roadway dedications is under review by the City Attorney. This project is subject to conditions contained in a separate agreement between the City and the Developer regarding 7th Avenue. The Developer is requesting the following seven (7) waivers, which Staff supports: 1) To decrease the required recreation area of 5% of gross land area (2.48 acres) to 2.30 acres, because the 3.7-acre lake area is adjacent to and integral with the park and enhances the amenity. 2) To not be completely restricted to any development within 25 feet of wetland boundaries but rather use an average of 25 feet of no development within the upland buffer, because the upland and wetland preservation and mitigation for impacts will be consistent with the St. Johns River Water Management District and the City of Ocoee permitting requirements. 3) To reduce the access driveway separation requirement of 350 feet from arterial street to less than 350 feet from arterial street from Maguire Road right-of-way line. This waiver request is necessary for traffic circulation for proposed site plan and consistent with findings of traffic study by Glatting Jackson et al. 10 Planning and Zoning Commission Regular Meeting July 13, 2004 4) To eliminate the sidewalk required along all rights -of -way, but rather allow for only a 6-foot sidewalk on the north side of the entry boulevard, due to wetland and buffer preservation on the south side. 5) To allow a wall to be erected higher than the 6-foot maximum up to 7 feet between the office and residential portions of the PUD. This would allow increased privacy desired between commercial/office and single family residential. 6) To reduce the required setback line along Maguire Road from 35 feet to 23 feet, due to dedication of 12 feet additional right-of-way to the City for road widening. 7) To reduce the required setback line along Moore Road from 35 feet to 23 feet, due to dedication of 12 feet additional right-of-way to the City for road widening. DRC RECOMMENDATION The Development Review Committee (DRC) reviewed the Westridge PUD Revised Land Use Plan and Preliminary Subdivision Plan on June 15, 2004. There was discussion on revising the Land Use Plan and the Preliminary Subdivision Plan wit the developer agreeing to make certain changes by July 1, 2004. The City Attorney talked about the pending Small Scale Comprehensive Plan Amendment approval. The DRC voted unanimously to recommend approval of the Westridge PUD Revised Land Use Plan and Preliminary Subdivision Plan, subject to the Small Scale Comprehensive Plan Amendment being approved by the City Commission and subject to all of the changes discussed being made to the plans a week ahead of the Planning and Zoning Commission. These changes have now been made to the plans dated July 2, 2004. STAFF RECOMMENDATION Based on the recommendation of the DR, Staff recommends that the Planning and Zoning Commission recommend approval of the Second Revised Land Use Plan Amendment and the Preliminary Subdivision Plan for Westridge PUD Subdivision, as date stamped received by the City on July 2, 2004, including the seven (7) waivers; and further, subject to approval of the Small Scale Comprehensive Plan Amendment to Commercial and approval of the Development Agreement. Community Development Director Wagner announced that all public hearing comments for the Second Revised Land Use Plan would carry forward to the Preliminary Subdivision Plan. The public hearing was opened for Westridge PUD Second Revised Land Use Plan. 11 Planning and Zoning Commission Regular Meeting July 13, 2004 Harry Strange, 1177 7th Avenue, Gotha, inquired as to if there would be sidewalks added to 7th Avenue and as to the type of material that would be used to pave the Avenue. City Attorney Rosenthal said the First Amendment to the Second Developer Agreement addresses an agreement between the City and the Developer regarding the improvements of 7th Avenue. Pam Helbling, representing Windsor Landing, inquired as to the type of boundary around the subdivision. She also stated that there was wood fence along Thornbrooke Avenue and she would like to see a brick wall, not a wood fence. Discussion ensued regarding the view from Windsor Landing and the type of barrier to be used along Thornbrooke Avenue. City Attorney Rosenthal said now would be the appropriate forum to require additional buffers. Charlie True, Special Engineer, stated the Developer would landscape the boulevard and there would a landscaping plan presented at a later date. Discussion ensued regarding landscaping. Brian Pinckney, representing Oaks of Windermere, stated his concerns regarding the wood fence to be used on the property, buffers for his subdivision, and the type of material used to pave 7th Avenue. The public hearing for Westridge PUD Second Revised Land Use Plan was closed. Member Riffe, seconded by Member Keller, moved to recommend approval of the Second Revised Land Use Plan for Westridge PUD, includinq the waivers, with the exception of waiver #5, and with additional conditions of approval to continue the brick wall alonq the southern boundary of the property; and that the Final Subdivision Plan address additional buffering and landscaping within the Commercial and Office Sites and alonq the entry road in order to screen the Commercial/Office Sites from the residential development to the south; and further, subject to approval of the Small Scale Comprehensive Plan Amendment to Commercial and approval of the Development Agreement. Motion carried 7-1 with Member West voting no. All comments for the Second Revised Land Use Plan public hearing were carried forward to the Preliminary Subdivision Plan public hearing. 12 Planning and Zoning Commission Regular Meeting July 13, 2004 The public hearing for Westridge PUD Preliminary Subdivision Plan was opened. As no one wished to speak, the public hearing for the Westridge PUD Preliminary Subdivision was closed. Member Riffe, seconded by Member Keller, moved to recommend approval of the Preliminary Subdivision Plan for Westridge PUD, per the Staff recommendation and subject to the same conditions set forth in the Second Revised Land Use Plan recommendation, as date stamped received bV the City on July 2, 2004. Motion carried 8-0 OCOEE CROWN POINT PUD — LAND USE PLAN/ PRELIMINARY SUBDIVISION PLAN AMENDMENT (Poer Property) Community Development Director Wagner presented the Staff Report for the Ocoee Crown Point PUD Land Use Plan/Preliminary Subdivision Plan. The overall design concept is to have a mixed -use neighborhood with complimentary residential and commercial uses, supplemented by school and other beneficial public facilities. In order to cover the cost of the land acquisition by the City and the cost of building the necessary roads and utilities to serve the property, the plan anticipates that portions of the property will be sold to private developers for various commercial and residential uses. The proposed amendment incorporates the recently acquired Poer Property into the development with the goal of adding ±29.75 more acres of residential land for sale to developers. The property is approximately 2,000 feet west of the State Road 429 overpass at Fuller's Cross -East Crown Point Roads. The subject property was originally located in the Orange County -Winter Garden Joint Planning Area (JPA). In order for the City of Ocoee to annex this property and submit a Future Land Use Map amendment, the City coordinated with the City of Winter Garden and Orange County to move the property from the Orange County -Winter Garden JPA to the Orange County -Ocoee JPA. DRC RECOMMENDATION The amended Ocoee Crown Point PUD Land Use Plan and Preliminary Subdivision Plan were reviewed by the DRC on June 15, 2004. There was only one minor comment, which was to clarify and correct certain table numbers on the plans. When the discussion was finished, the Committee voted unanimously to recommend approval of the Amendment to the PUD Land Use Plan/Preliminary Subdivision Plan, contingent 13 Planning and Zoning Commission Regular Meeting July 13, 2004 upon correcting the specific table numbers. The corrected plans were received on June 17, 2004. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Ocoee Crown Point PUD Land Use Plan/Preliminary Subdivision as amended on June 15, 2004, and date stamped received by the City on June 15, 2004. Joe Kolb, Consultant for the City of Ocoee, was available to answer questions. The public hearing was opened. As no one wished to speak, the public hearing was closed. Member Campbell, seconded by Member West, moved to recommend approval of the Ocoee Crown Point PUD Land Use Plan/Preliminary Subdivision Plan, as amended on June 15, 2004, and date stamped received by the City on June 17, 2004. Motion carried 8-0. OTHER BUSINESS - NONE COMMENTS City Attorney Rosenthal announced that Chief Assistant City Attorney Cookson has left Foley & Lardner to work for the private sector and he introduced City Attorney Eddie Storey, who may be attending future Planning and Zoning Commission Meetings. GT11111811f: T , The meeting adjourned at 11:02 p.m. Attest: Brenda Brasher, Deputy City Clerk James Golden, Chairman 14 c • .� ` . 1 ", • • 1, t�kN Y,t RENAISSANCE PLANNING GROUP RESEARM C. 0 N 5 d U a L T A N 1 5 )D,RMP Northwest Ocoee Sector Study Planning and Zoning Commission Public Meeting Wednesday, December 14, 2004 Northwest Ocoee is facing pressure to change the existing land use pattern of primarily lowdensity residential development to allow additional non-residential uses and more intense development in the area. The pressure reflects improvements in transportation access in the area, the presence of newer upscale residential subdivisions and large tracts of vacant or underutilized land, The Oty's Comprehensive Plan recognizes those pressure,,; with the objective of designating an Interchange Impact Area to guide future development. However, a lack of sewer facilities, a constrained transportation network and an unknown level of market demand raise questions about the economic feasibility of changing the development intensity in this area. The purpose of the Northwest Ocoee Sector Study is to prepare a market -based assessment of alternative land use scenarios to define a vision for the area that, is economically viable. The primary study area is generally bounded by the SR 429/Western Expressway to the north, Silver Star Road to the South, East Crown Point Road to the west, and Lakewood Avenue to the east. Renaissance Planning Group (RPG), working with Real Estate Research Consultants (RERC) and Dyer Riddle Mills and Precourt (DRMP), underwent year long process of examining conditions and trends in the Northwest Sector and developing and evaluating alternate land use scenarios that could be applied to address the various needs and desires for this area, The consultant team was guided by the following principles: How do we make the most of the economic opportunity presented by the two interchange areas? How do we achieve a balance between land use, transportation, fiscal considerations and market demand in NW Ocoee? Specific tasks undertaken by the consultant team included a detailed analysis of land use trend,-, and conditions, transportation infrastructure, utilities, and the northwest sector's economic context within the city and the region. RPG, working with the city, led the development of three alternative land use scenarios. Each scenario was evaluated for land use and socioeconomic impacts, traffic, economic viability, and fiscal impact. Page 3 of 3 PENAIiSANCE PLANNING GPOUP What are the goats for the NW Sector? RESEARCH C 0 K S U L T A N 1 5 0 ("try - a vision and plan that is economically viable 0 Residents - maintain residential character; minimize non-residential development 0 Other Stakeholders - allow additional and more intense non-residential uses than currently allowed in the comprehensive plan Key attributes that define the northwest sector include: The study area is comprised primarily of single-family and vacant land. There is very little commercial or employment land uses. The study area is surrounded by a number of retail and employment centers and is located in close proximity to centers on SR 50. The study area, consistent with trends in West Orange County, has experienced a high rate of residential growth. Residential growth drives demand for commercial. However, regional trends have not been favorable towards office. The study area is well connected to the region in terms of transportation infrastructure. The Study area contains two interchanges to SR 429/Western Expressway and is convenient to the Florida Turnpike, East-West Expressway and SR 50. These transportation connections provide residents with convenient access to a multitude of employment centers and activity centers throughout Central Florida. The study area is the last undeveloped area in the (-',try of Ocoee, and planning for this area is an important opportunity to promote an image of high quality and well -planned growth. The consultant team recommends the "residential4c)cused" scenario as the preferred scenario for the Billowing reasons: The residential scenario maintains a residential development focus, but increases the current density by adding 5,000 dwelling units, for a total of 8,600 dwelling units by 2025. The scenario includes an appropriate amount of supporting tie ighborhood commercial aiid employment (roughly 300 acres), without changing the residential character of the area. Page 2 of 3 is cc A PENAiSSANCE PLANN;NG GkOUP E= "EsEAR" C A 80Q DRMP 0 N S U L I N T S raaaeeen.--l- -.1- The scenario identifies a unique niche for as commercial/light industrial focal point at the southern interchange. In all scenarios, the need arises for additional roadway capacity and additional roadway connections. An access management plan is recommended for many of these roadways. A transportation master plan has been developed as part of this study. In all scenarios, the need arises for additional capacity in the water and sewer systems. A utilities master plan was developed in support of the residentiWOCUsed scenario. NW Ocoee Sector Study N DRAFT Base Scenario W+ November 2004 ��Zike 2Apqpka- Rail West Orange Trail Commercial Conservation Institutional Low Density Residential Mixed -Use Recreation Right -of -Way Lake Prof. Office/Services Light Industrial 02 0 0,2 0.4 Miles 1111111OW'. - - Alm�i I C a 01 0 0.2 0A Miles 0.2 0 0:2 0.4 Miles ir r nter of G . .. ......... STAFF flEPORT DATE: November 17, 2004 TO: The Planning and Zoning Commission FROM: Thomas Grimms, AICP, Senior Pla rMb TDictorr THROUGH: Russ Wagner, AICP, Community Development SUBJECT: Ingram Estates Subdivision Preliminary Subdivision Plan Project # LS-04-01 0 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Ingram Estates Subdivision? I *-T-191 The Ingram Estates property includes approximately 33.48 acres. The property is located on the southeast comer of the intersection of Ingram Road and McCormick Road.. The subject property contains a house, several several agricultural buildings with a few trees along Ingram Road and along McCormick Road. The surrounding land to the north is in unincorporated Orange County with the County owning 712 acres and operating a solid waste disposal facility on a portion of that land, zoned A-1 "Citrus Rural District'. To the south is the Meadow Lakes LLC property, zoned R-1AA (LUP pending for Arden Park residential PUD with approximately 950 single-family and townhouse units). To the east is the 40 acre Gormican property which is heavily treed containing a single-family residence, zoned R-1AA. To the west is the McCormick Woods property that will be developed as a 182 lot single-family residential subdivision, zoned [11&141113-1 As shown in the Preliminary Subdivision Plan, Ingram Estates will have one access point from Ingram Road. Sheets 3 and 4 shows the 10 feet of additional right-of-way along McCormick Road that will be dedicated by the Applicant to the City. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Ingram Road to the north boundary of the subdivision and eastward along McCormick Road to the east property boundary. Water and wastewater will be provided by Orange County while reclaimed water, solid waste and police and fire protection will be provided by the City. As a result of the traffic impact analysis, the applicant is constructing or paying the cost of, a northbound left turn lane on Ingram Road at McCormick Road and paving Ingram road curb and gutter along the length of the property which will include a southbound turn lane for traffic entering the site. They will also install a right turn lane on McCormick at Ingram Road. q Irii] � I IT, I , 4 The Development Review Committee (DRC) reviewed the Ingram Estates Preliminary Subdivision Plan on November 11, 2004. The DRG discussed the items in the report from the City Attorney's office and the Planning Division and the developer agreed t* make the requested changes. The Engineering Dept. and the City's transportation consultant had no outstanding issues. It was noted that an Annexation Agreement has been executed between the developer and the City. There was discussion of re -use line along Ingram Road and it was agreed that the developer and the City would meet with the County concerning this. Also discussed was the alignment of the entrances to the Ingram Estates Subdivision and the McCormick Woods Subdivision being placed directly opposite of each other on Ingram Road The developer agreed to coordinate with the developer of McCormick Woods and ensure this. The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan. Future Land Use Map Zoning Map Annexation Agreement Ingram Estates Preliminary Subdivision Plan, date stamped December 3, 2004 i Z Ingram Estates Location Map McCormick Road i Ocoee Commun4 Development Department 1 inch equals 750 feet —M Feet Printed: 3/2004 IDSubject Property E3Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential GO' High Density Residential Professional Offices and Services eim Commercial Light Industrial Heavy Industrial Recreation and Open Space Public Facilities/institutional Road Right -of -Way Lakes and Water Bodies Ingram Estates Surrounding Future Land Use Map - Ingram Estates Surrounding Zoning Map i � ot Go"a te co Ocoee Community Development Department I inch equals 750 feet 0 75150 300 450 600 750 a kiwi&& I Feet Printed: 3/2004 Subject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) _,varj. Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices& Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Unclassified Lakes and Water Bodies THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: Edward A. Storey, Esq. FOLEY & LARDNER LLP I I I North Orange Avenue, Sate 1800 Post Office Box 2193 Orlando, FL 32802-2I93 (407)423-7656 Case No.: AX-03-12-13. Ingram Estates Ta, LD N 32--21 28-0000-00-006 3' 21--'_8-0000-00-011 ANNEXATION AGREEMENT For Recording Purposes Only THIS ANNEXATION AGREEMENT (this "Agreement') is made this day of , 2004 by and between the CITY OF OCOEE, a Florida municipal corporation (hereinafter referred to as the "City"), whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761 and LAKE TRACY ESTATES, LLC, a Florida limited liability company, whose mailing address is 636 North Rio Grande Avenue, Orlando, Florida 32805 and - - - - MCO INDUSTRIES, INC., a Puerto Rico corporation, whose mailing address is P.O. Box 990, Apopka, Florida 32704 (hereinafter collectively referred to as the "Owner") RECITALS WHEREAS, the Owner owns fee simple title to certain property located in Orange County, Florida, said property being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (the "Property"); and WHEREAS, pursuant to Section 171.044, Florida Statutes, the Owner has petitioned the City Commission of the City (the "Ocoee City Commission") to voluntarily annex the Property into the corporate limits of the City (the -Petition-); and WHEREAS, the Planning and Zoning Commission has held a public hearing to review the Petition and at such hearing found the annexation of the Property to be consistent with the Ocoee Comprehensive Plan and Joint Planning Area Agreement between the City and Orange County (the "JPA Agreement'), and has recommended that the Ocoee City Commission annex the Property into the corporate limits of the City; and WHEREAS, the City has required that the Owner execute this Agreement as a condition precedent to the consideration of the Petition by the Ocoee City Commission; and WHEREAS, the Ocoee City Commission has reviewed the proposed annexation and found the proposed annexation to be consistent with the Ocoee Comprehensive Plan and the JPA Agreement and to represent a minimal fiscal and level of service impact on the City; and 006 32642r 1 WHEREAS, the City has determined that the execution of this Agreement is essential to the public health, safety and welfare and the ability of the City to plan for proper traffic circulation in the vicinity of the Property in accordance with the Ocoee Comprehensive Plan; and WHEREAS, the City has determined that, subject to the terms, conditions and limitations hereinafter set forth, it is feasible to extend municipal services to the Property on the same terms and conditions afforded to all property owners within the City except to the extent set forth in this Agreement; and WHEREAS, the City has conducted an Annexation Feasibility & Public Facilities Analysis with respect to the annexation of the Property and determined that this Agreement and the annexation of the Property is consistent with the goals, objectives and policies of the Ocoee Comprehensive Plan. NOW, THEREFORE, in consideration of the mutual premises hereof, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: SECTION 1. RECITALS. The above recitals are true and correct and are incorporated herein by this reference SECTION 2. ANNEXATION OF THE PROPERTY. Prior to the execution of this Agreement by the City, the Ocoee City Commission has adopted Ordinance No. 2004-02 for Case No. AX-03-12-13, thereby redefining the corporate territorial limits of the City to include the Property. SECTION 3. IMPROVEMENTS TO MCCORMICK ROAD. In the event a westbound left turn lane on McCormick Road to Ingram Road (the "McCormick Road Turn Lane") has not been constructed prior to the development of the Property, then the Owner, in connection with the development of the Property, shall construct, or cause to be constructed, the McCormick Road Turn Lane. The McCormick Road Turn Lane shall be of sufficient length to allow for adequate storage or stacking of vehicles. SECTION 4. CONVEYANCE OF MCCORMICK ROAD RIGHT-OF-WAY In the event there is not sufficient Right -of -Way on McCormick Road to construct the McCormick Road Turn Lane, then within ninety (90) days of a request for the same by the City but in no event later than the time of platting or final site plan approval the Owner shall convey to the City a ten (10) foot -wide strip of the Property lying adjacent and contiguous to, and along the Property's frontage on the existing right-of-way for McCormick Road with a length sufficient to allow for adequate storage or stacking of vehicles as determined by the City of Ocoee (the "Right -of -Way Property"). The Right -of -Way Property shall be conveyed by the Owner to the City by warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The Owner shall, contemporaneously with the conveyance of the Right -of -Way Property to the City, provide to the City, a current attorney's opinion of title, or a current title commitment, to be followed by a policy of title insurance, evidencing that fee simple title to the Right -of -Way Property is free and clear of all liens and encumbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance of the 006 326427 1 Right -of -Way Property, including the cost of title work, shall be borne solely by the Owner. Real property taxes on the Right -of -Way Property shall be prorated as of the day before the City's acceptance of the conveyance of the same, and the prorated amount of such real property taxes attributable to the Owner shall be paid and escrowed by the Owner in accordance with the provisions of Section 196.295, Florida Statutes. Neither the Owner nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required conveyance of the Right -of -Way Property to the City. Notwithstanding the subsequent conveyance of the Right -of -Way Property to the City, the Owner shall be solely responsible for maintaining the Right -of -Way Property until such time as improvements are made to McCormick Road within the Right -of -Way Property. SECTION 5. ENTRANCE ALIGNMENT. At the time of development of the Property, the Owner shall align the entrance to the Property off of Ingram Road with the entrance to the McCormick Woods subdivision located to the west of the Property, across the existing Ingram Road, creating a full intersection between the properties. SECTION 6. IMPROVEMENTS TO INGRAM ROAD. At the time of development of the Property, the Owner shall construct a southbound left turn lane for the entrance to the Property from Ingram Road. SECTION 7. APPLICABLE STANDARDS TO INGRAM ROAD. In the event Ingram Road has not been improved as a two (2) lane road consistent with the standards of the City of Ocoee prior to the time of development of the Property, the Owner shall improve, or cause to be improved, Ingram Road from McCormick Road to the proposed entrance to the Property to meet such standards SECTION 8. ROADWAY CONNECTION. The Property shall be developed in such a way so that the local roadway connection through the Property provides future access to the land adjacent to the eastern boundary of the Property. SECTION 9. NOTICE: PROPER FORM. Any notices required or allowed to be delivered shall be in writing and be deemed to be delivered (1) when hand delivered to the official hereinafter designated, or (2) upon receipt of such notice when deposited in the United States mail, postage prepaid, certified mail, return receipt requested, addressed to the party at the address set forth opposite the party's name below, or at such other address as the party shall have specified by written notice to the other party delivered in accordance herewith. 006 326t27 1 Owner: Lake Tracy Estates, LLC 636 North Rio Grande Avenue Orlando, Florida 32805 City: City of Ocoee Attn: City Manager 150 North Lakeshore Drive Ocoee, Florida 34761 SECTION 10. NOTICES: DEFAULT. Each of the parties hereto shall give the other party written notice of any default hereunder and shall allow the defaulting party thirty (30) days from the date of its receipt of such notice within which to cure any such defaults or to commence and thereafter diligently pursue to completion good faith efforts to effect such cure and to thereafter notify the other parties of the actual cure of any such defaults. This Agreement is enforceable at law or in equity by the non -defaulting party, including, but not limited to the right of specific performance. SECTION 11. BINDING AGREEMENT ON SUCCESSORS. This Agreement shall be binding upon and shall inure to the benefit of the Owner, the City, and their respective successors and assigns and shall run with the land. SECTION 12. RECORDATION. The parties hereto agree that this Agreement shall be -recorded in the Public Records of Orange County, Florida,, -at theexpense of the -Owner. -- -- SECTION 13. APPLICABLE LAW. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. SECTION 14. SEVERABILITY. If any part of this Agreement is found invalid or unenforceable by any court, such invalidity or unenforceability shall not affect the other part of this Agreement if the rights and obligations of the parties contained therein are not materially prejudiced and if the intentions of the parties can continue to be effected. SECTION 15. RECOVERY OF ATTORNEYS' COSTS AND FEES. In connection with any litigation between the City and the Owner, including appellate proceedings arising out of this Agreement or the violation of any law, rule, regulation, ordinance, resolution, or permit, the prevailing party shall be entitled to recover from the other party reasonable attorneys' fees, paralegal fees, and costs hereunder, whether incurred prior to, during or subsequent to such court proceedings, on appeal or during any bankruptcy proceedings. SECTION 16. ENTIRE AGREEMENT. This instrument and its exhibits constitute the entire Agreement between the parties and supersedes all previous discussions, understandings, and agreements between the parties relating to the subject matter of this Agreement Amendments to and waivers of the provisions herein shall be made by the parties in writing by formal amendment which shall be recorded in the Public Records of Orange County, Florida at the Owner's expense. 005 326427 1 SECTION 17. COUNTERPARTS. This Agreement and any amendments hereto may be executed in any number of counterparts, each of which shall be deemed an original instrument, but all such counterparts together shall constitute one and the same instrument SECTION 18. EFFECTIVE DATE. This Agreement shall first be executed by the Owner and submitted to the City for approval by the Ocoee City Commission. Upon approval by the Ocoee City Commission, this Agreement shall be executed by the City. The Effective Date of this Agreement shall be the date of approval by the Ocoee City Commission. 006 32W7 1 IN WITNESS WHEREOF, the City has caused this Agreement to be duly executed the day and year first above written. "CITY" CITY OF OCOEE, a Florida municipal corporation By: S. Scott Vandergrift, Mayor Attest: Jean Grafton, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. APPROVED AS TO FORM AND LEGALITY this day of , 2004. FOLEEY & LARDNER LLP APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , UNDER Bv, AGENDA ITEM NO. _ City Attorney 006 326427 1 STATE OF FLORIDA '.�iD1�Ji;tYt��171i:[fly I HEREBY" CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgements, personally appeared S. SCOTT VANDERGRIFT and JEAN GRAFTON, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, a Florida municipal corporation, and that they severally acknowledged executing the same on behalf of said municipality in the presence of two subscribing witnesses freely and voluntarily under authority duly rested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of 2004. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (d not legible on seal): My Commission Expires (if not legible on seal) 006 326427 1 IN WITNESS WHEREOF, the Owner has caused this Agreement to be duly executed this day of , 2004. "OWNER" Signed, sealed and delivered in the presence of: MCO INDUSTRIES, INC., a Puerto Rico corporation Bw Signature Name: Title: Print/Type Name Signature Print/Type Name OF COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared , as of MCO INDUSTRIES, INC., a Puerto Rico corporation, who [ ] is personally known to me or [ ] produced as identification, and that he acknowledged executing the foregoing instrument in the presence of two subscribing witnesses, freely and voluntarily. WITNESS my hand and official seal in the County and State last aforesaid this day of . 2004. Signature of Notary Name of Notary (Typed, Printed or stamped) Commission Number (if not legible on seal) My Commission Expires (if not legible oo seal) 006 326427 1 Signed, sealed and delivered in the presence of: Signature Print/Type Name Signature Print/Type Name STATE OF COUNTY OF "OWNER" LAKE TRACY ESTATES, a Florida limited liability company By: Name: Title: - - ---I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared , as of LAKE TRACY ESTATES, a Florida limited liability company, who [ ] is personally known to me or [ ] produced as identification, and that he acknowledged executing the foregoing instrument in the presence of two subscribing witnesses, freely and voluntarily. of WITNESS my hand and official seal in the County and State last aforesaid this day , 2004. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal). my Commission Expires (ifnot legible on seal). 006 326427 1 ... ... . .. .......... . ..... Ingram Estates Locat■ ion Map McCormick Road 1 40 Ingram Estates PrelIff IN ff iminary Subdivision Plan 1210 West Mccormick Road Ocoee. Florida Section 32, Township 21 South, Range 28 East INCDEX OT SHTTTS Sht. no. DESCRIPTION 1 COVER SHEET 2 BOUNDARY & TOPGRAPHIC SURVEY 3 MASTER GEOMETRY PLAN 4 MASTER GRADING, DRAINAGE & UTILITIES PLAN 5 CONDITIONS OF APPROVAL DEVELOPMENT NOTES:, 1. PROJECT SHALL BE CONSTRUCTED IN ONE PHASE. 2. PROJECT AREA: 33.48 +/- Acres 3. TOTAL PROPOSED LOTS: 104 Lots 4. MINIMUM LOT SIZE: 9,000 SF TYPICAL LOT SIZE: 9,000 SF MINIMUM LIVING AREA: 1,400 SF Note: The minimum living area is heated and cooled area and does not include garages, proches or other structures. 5. MAXIMUM GROSS DENSITY: 3.11 Units per Acre MAXIMUM NET DENSITY: 3.11 Units per Acre 6. PROPOSED SCHOOL AGE POPULATION 68 Students ELEMENTARY: #LOTS x .32 = 104 x .32 = 33 (STUDENTS); MIDDLE: #LOTS x .15 = 104 x .15 = 16 (STUDENTS); HIGH SCHOOL: #LOTS x .18 = 104 x .18 = 19 (STUDENTS); 7. EXISTING STRUCTURES: ALL EXISTING NURSERY BUILDINGS TO BE DEMOLISHED. 8. THERE ARE NO WETLANDS ON -SITE. 9. SITE LIES WITHIN FLOOD ZONE "X" AS DEPICTED ON F.I.R.M. PANEL NO 120095C-210 E; DATED DECEMBER 6, 2000. 10. SIDEWALKS ARE TO BE PROVIDED ALONG BOTH SIDES OF ALL INTERNAL STREETS FOR PEDESTRIAN USAGE. 11. THIS SUBDIVISION UTILIZES ONE ACCESS POINT. SPEED LIMIT SIGNS SHALL BE POSTED AT THE ENTRANCE. (25MPH) 13. SETBACKS: FRONT, 25' REAR, 30' SIDE, 7.5' STREET SIDE, 25' 14. SITE IS ZONED R1AA. THE ADJACENT PARCEL IS CURRENTLY REVIEWED FOR A REZONING FROM R1A.A.TO P.U.D 15. MAXIMUM BUILDING HEIGHT: 35' (2 STORY) 16. RECREATION IMPROVEMENTS SHALL COMPLY WITH CITY CODE. 17. TRAFFIC COUNT = 104 Lots x 9.55tpd = 993 TPD (ITEM ) 18. THE EXISTING VEGETATION CONSISTS OF PASTURE AND SCATTERED OAK TREES. THERE ARE NO WOODED AREAS OR CONSERVATION ZONES 19. THE OVERALL IMPERVIOUS SURFACE FOR THE SUBDIVISION SHALL BE LIMITED TO 50%. THE BREAKDOWN OF THESE AREAS IS AS FOLLOWS: TRACT A - 5' SIDEWALK 50% TRACT B - 6' BRICKWALL 10% TRACT C & D - DRY PONDS 0% TRACT E - 6' BRICKWALL 10% RIGHT OF WAY (ROAD, CURB, INTERNAL SIDEWALK) 72% SUBDIVISION LOTS (HOUSE, DRIVEWAY, S/W) - 50% INGRAM ESTATES Fig ENTRY FEATURE SIGN - ELEV LOCATION MAP LEGAL DESCRIPTION LEGAL: A PORTION OF SECTION 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE EAST ONE -QUARTER CORNER OF SAID SECTION 32; THENCE NORTH 89057'21" WEST, ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 32, A DISTANCE OF 658.68 FEET; THENCE NORTH 00043'05" EAST, 331.16 FEET; THENCE NORTH 89°56'02" WEST, 628.92 FEET, TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF INGRAM ROAD; THENCE NORTH 00°40'35" EAST, ALONG SAID LINE, 963.68 FEET, TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MCCORMICK ROAD; THENCE SOUTH 89049'53" EAST; ALONG SAID LINE 1160.31 FEET THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 5759.58, A DELTA OF 1 °16"57', AN ARC DISTANCE OF 128.93 TO A POINT ON THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 32; THENCE SOUTH 00°45'35" WEST, ALONG SAID LINE, 1293.75 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA, CONTAINING 33.48 ACRES. / Parcel ID# 1 / 11 11 11. 32-21-28-0000-00-011 DEVELOPER / CONSULTANTS: APPLICANT/ LAKE TRACY ESTATES, LLC OWNER/ 1100 TOWN PLAZA CT., SUITE 1000 DEVELOPER: WINTER SPRINGS, FLORIDA 32708 PHONE: 407-699-0894 FAX: 407-699-4286 OWNER MCO INDUSTRIES, INC. (5 AC. PARCEL) 1201 CORNWALL RD. SANFORD, FLORIDA 32773 PHONE: 407-886-5004 CIVIL ENGINEER: NEAL HILER ENGINEERING, INC. 636 RIO GRANDE NORTH, SUITE 102 ORLANDO, FLORIDA 32805 PHONE: 407-839-5825 FAX: 407-839-8417 SURVEYOR: MID -STATE SURVEYING & MAPPING PROFESSIONAL 'LAND SURVEYORS 1519 WESTMORELAND DRIVE ORLANDO, FLORIDA 32750-5499 PHONE: 407-425-1050; FAX: 407-425-5009 EMAIL: emizo@cfl.rr.com SOILS ENGINEER: POINT FOUR ENGINEERING, INC. 193 W. NEW YORK AVE. LAKE HELEN, FL 32744 PHONE: 904-228-0300 ENVIRONMENTAL: TIERRA VERDE CONSULTING, INC. 1035 SOUTH SEMORAN BLVD., SUITE 1013 WINTER PARK, FLORIDA 32792 PHONE: 407-678-1881; FAX: 407-678-5954 PROPOSED METHOD OF PROVIDING: SEWER SERVICE: ORANGE COUNTY (31,800 GPD) RECLAIMED WATER: CITY OF OCOEE WATER SERVICE: ORANGE COUNTY (37,100 GPG) TELEPHONE SERVICE: SPRINT ELECTRICAL POWER: PROGRESS ENERGY SOLID WASTE: CITY OF OCOEE FIRE PROTECTION: CITY OF OCOEE STORMWATER MANAGEMENT: THE SITE LIES WITHIN THE BOUNDARIES OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). AN ON -SITE STORMWATER MANAGEMENT SYSTEM WILL BE DESIGNED TO PROVIDE WATER QUALITY TREATMENT AND PEAK DISCHARGE ATTENUATION FOR THE DEVELOPED PORTION OF THE SITE. THE SYSTEM WILL BE DESIGNED TO MEET THE MORE STRINGENT CRITERIA OF THE CITY OF OCOEE OR SJRWMD. DEC 3 2004 CIM CF OCOEE Q Q '� U Lo00 C-* CO CO 0 � Co C O Li .v .� 0 w U LO 0 00 Z� -v v0 ` o CDU_ 00 �� c0 v cep O Q O U_ DRAWN BY: NBH APPROVED BY: NEAL B. HILER, P.E. JOB NUMBER: 03HAG.ING FILENAME: 03HAG.ING DATE: 4-1-04 Date Rev. 11104104 SHEET SCALE: 1' = 100' "of 5 , SITE BENCHMARK SET PK NAIL IN WPP El EVATION=158.16 1st 15r1�&��- 15i 88 Y-�33 �Sr_i e ASS?e� Line .i ---- ------ -=•-mow_---.�.r%_—'..�-- �_'t .'_ ADO 0 9�p. 101 E4 INGRAM ESTATES _1kREL1 \A1 \4ARY SUBDIVISION PLA14 l�� 11, 1 111111 iiiiiiii,�iiiiii, 111111111 111TO "T 0013: 11 IL [�� '1111 W tip o do j 5 i OA ' Oak 7 �k l ABBREVIATIONS 2,• - NOT TO SCALE FCM - FOUND CONCRETE MONUMENT P.B. - PLAT BOOK ©oT❑ - EDGE OF PAVEMENT SCM - SET CONCRETE MONUMENT D.B. - DEED BOOK y - FIRE HYDRANT F.I.R.C. - FOUND IRON ROD AND CAP O.R. - OFFICIAL RECORDS J - LIGHT POLE ' F.I.R. - FOUND IRON ROD BK - BOOK A - POWER POLE S.I.R. - SET IRON ROD PG - PAGE I - TELEPHONE BOX S.I.R.C. - SET IRON ROD AND CAP SEC - SECTION 6 - ELECTRIC BOX P.O.C. - POINT OF COMMENCEMENT TWP -TOWNSHIP 6 - ELECTRIC METER P.O.B. - POINT OF BEGINNING RNG - RANGE f - PALM F.P. - FOUND PIPE COR -CORNER h - PINE F.N&D - FOUND NAIL AND DISK CMP - CORRUGATED METAL PIPE d - OAK FND - FOUND RCP - REINFORCED CONCRETE PIPE e -MAGNOLIA (M) - FIELD MEASUREMENT MES -MITERED END SECTION g - SHRUB (C) - CALCULATED MEASUREMENT F.FL - FINISHED FLOOR ELEVATION O - ANCHOR (P) - PLAT MEASUREMENT R/W - RIGHT OF WAY u -MANHOLE EL - ELEVATION D - CENTERLINE 0 - GATE VALVE ❑ -CA R - RADIUS MH -MANHOLE PP - POWER POLE N -NORTH S -SOUTH E -EAST W - WEST N89°56'02"W 628.92` McCormick Rd. - CONCRETE - ASPHALT PAVING - GAS LINE - WATER LINE - SEWER LINE —OHE— - OVER HEAD ELECTRIC - BARB WIRE FENCE - CHAIN LINK FENCE - WOOD FENCE j I 4f>8 I ��t_ 27_. a1`�Ground N co Z q _- ' U 1 % 5088 jurn �r--i�ele [� 5043 j du., os 5082 53 FP Center i." _" 5 e NEt 4 r 1i�A EP EP ter t R=5759.5W ` CA =1 °16'5r A=128.93' -162 N89°5T21•W 658.68' SOUTH LINE OF THE NORTHEAST ONE -QUARTER OF SECTION 32 -21-28 O N U N m M 0 2 (o R— 5 759. 58' CA — 1016'57" A-128. 93' LEGAL: A PORTION OF SECTION 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE EAST ONE -QUARTER CORNER OF SAID SECTION 32; THENCE NORTH 89057'21" WEST, ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 32, A DISTANCE OF 658.68 FEET; THENCE NORTH 00043'05" EAST, 331.16 FEET; THENCE NORTH 89°56'02" WEST, 628.92 FEET, TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF INGRAM ROAD; THENCE NORTH 00°40'35" EAST, ALONG SAID LINE, 963.68 FEET, TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MCCORMICK ROAD; THENCE SOUTH 89e4953" EAST, ALONG SAID LINE 1160.31 FEET THENCE EASTERLY ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE NORTH, HAVING A RADIUS OF 5759.58, A DELTA OF 1°16"57', AN ARC DISTANCE OF 128.93 TO A POINT ON THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE 1/4) OF SAID SECTION 32; THENCE SOUTH 0004635" WEST, ALONG SAID LINE, 1293.75 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN ORANGE COUNTY, FLORIDA, CONTAINING 33.48 ACRES. N W S 80 40 0 80 160 Scale 1 " = 100' ELEVATIONS SHOWN HEREON WERE DEVELOPED FROM ORANGE COUNTY BENCHMARKS. BENCHMARKS Ref. Mark Elev.(ft.) Description of Location RM. 210-2 75.00 Chiseled square on centerline of headwall on north side of West McCormick Road, approximately 0.8 mile west of state Road 435. RM 210-3 152.44 Railroad spike in power pole No. R10CC-1349G-60, in south side of Trout Lake Road at 9417 address. Note: S.C.S. Soil Type:#4 Candler Fine Sand (A), 0.5% slope • W �)_ ~J Z j �WW Z � U a °0 H to too 000co, CdD bbc oU_ v • r..l E W n,� W a� •�•+ LO o 00 zn v v -n r-I v c CD U_ o v c co 0 coO / / 1 0 U_ z // n_ PLq E zU q Q ct)o� Wmo V J n �� < ry Iz z n- W O W m 0 0 0 LL 0 0 DRAWN BY: NBH APPROVED BY: NEAL B. HIL ER, P.E. JOB NUMBER: 03HAG.ING FILENAME: 03HAG.ING DATE: 0JI09104 Date Rev. 11104104 SHEET SCALE: 2 1 • = 100' "Of 5 2" LIVE OAK CANOPY TREES (15') TO BE PLANTED 50'O.C. ALONG INGRAM AND MCCORMICK ROADq TO SUPPLEMENT EXISTING TREES TO BE SAVED W/30" SHRUBS FOR EQ. 30% OF DISTANCE 1 0"WALUILAND CAPE BUFFERTJRA T 10, McCromick & 4 Ingram Road. ka 6'BRICK WALL MEASURED ELEV.132.0 5' SIDEWALK FROM FINISHED GRADE OF HIGHEST SIDE ELEV.154.3 LANDSCAPE/WALL BUFFER TRACT - N.T.S. INGRAM & MCCORMICK ROADS Note: 1. Landscape & Irrigation Details to be provided with PRELIMINARY Construction Plans Park Bench rx NEIGHBORHOOD PARK DETAIL NTS 100, SITE BENCHM ARK — SET PK NAI IN WPP ELEVA`rI0j=158.16,,. -------- - ----- -- 0 � �Owztll ................. 1 100 50 0 100 200 Scale 1 = 100' TRACT "B" TRACT HNI 10'WALL/LANDSCAPE/ 10'ADDITIONAL R/W 50' 420' BUFFER AREA TO BE CONVEYED 350' 01- TO T E CITY OF OCOEE MCCO,TICK (Ex. 60,' ,:I") woo" Pbv;ir role 5043 'i /�Z45�-o -5044 _4g." Wofd PWR,We 5DO "W 9DW 9 1/ � —5W oaz FP MUM Z; EP S173 En 5 Center C en'-t -e 933 r, iaL, -1 Center Une El EP 9 Center N 5034 4 O�3:� mif6 Eter fnP t --77 . . -t�ueiti, EP uk N /4 �'e ��,,U,, 311W 7*71" K- EP EP EP L; NU. 13-[UIZVVALK t 11:61222:02: ornr!2 ME —S __ la 5 15 5 . R=5759.58' ---- CA= 1*16'57" A=128.93' 11 19 9 10 11 c 12 13 14 '6 15 16 17 18 RETENTION 41 79- ^ 75! 75, 7 75! e 57" co TE POND #2 R=5759.58 7" 20 " TPAr-T r-" PA = 1 01 WF C�Z-� — — - ---- . 60' 75! 76 79 76 75" 76 A 128.93 10• 7 cy °-- -- --- , X. NA 21 Ip 120, 'b N 104 103 102 101 100 99 98 97 I 6 17 It — 0-1 zo 85' 75' 75' 75' 75' 75' 76 75' FF 5 23 72 i 73 A 74 f 75 0 76 f 77 78 79 �%w % A TRA T B' 76 757 st-- lu"i. \ rag 75! 76 75! 1: 75' I V vv�\LLINDECAIFF it-q., n iz 105, .6UFFER AR1001 woof40 f 513 R[W- i4FP1\k- 60, 89 0, bV 80, 80, 801. 60' —� r X: A 50' F RAD il 8 8 9z 25 ------ -------- 12 69 68 ------ ---- - 71 70 6 6 65 64 81 96 26 I M VX 4"CONC'. SfW 2 120, +� O t i a ^] 85' AO BD' 80' 80, 80, 85, --- -.�; 5 __Q'_---, `.,� zi 82 95 ------- ---- 27 N UZI 0 My C' 120, vin, U, � C4 56 57 5 59 60 61 62 63 8 P In i.E 8 cn (0 ul Ix 83 94 - 28 M 60' 1— UU, 120, 1 80'. 80'80' j "t l-'24 — J R; T -4 E I Q0' RM 17 75" 75! L 75' 76 74' PAVEMEN 29 2 ''�T.a' r m r Ja � 84 93 - �75 �jk I zz 0 ; _ ,� 01 ------- — --- TRACT 1711 TOT LOT & RECREATION AREA - (15,696 SF) W/ MIN. 525 SF COMMUNITY BLDG. SEE DETAIL < 1711 IXW 5 0 49 t 4W 46 M C, 53 52 51 48 47 z Fn 1,N 5 54 r- 85 92 30 > 75 75! ! 75,, 72' lzu izu, jZn, S E 45 86 91 31 17 t4atur I G -44- e­ N89*56!02"W 62B.9Z Lr, _—______, ,87 90 32 f=0=75f' 85' LEGEND TRACT "E" 120' 12V i7n, \gl �i ADDITIONAL 10'ROW DEDICATED TO CITY OF OCOEE 10'WALL/LANDSCAPE/ BUFFER AREA 42 43 'n to EX. TREE SYMBOL fh 88 89 33 -1 W x6"CONC. SM EX. TREE TO BE REMOVED 95, PROPERTY LINE W, [Av' 15()'PdW - 244"EM E; 4-, 2'"F"CURB 2—V CIO ­75-T. "-7V 113Z 0 Cq SANITARY LINE 7V 76 is! -j CY) d 0 n: SCREEN WALL 41 40 39 38 37 36 35 34 C\ C, is 1 75' 75' 75' 75' 76 132' ` X'y. N/4 N89*57'21"W 658.68! SOUTH LINE OF THE NORTHEAST ONE -QUARTER OF SECTION 32 -21-28 5 t 0 45! wo i TRACT SUMMARY: TRACT OWNERSHIP & C'� DESIGNATION DESCRIPTIONS ACREAGE MAINTENANCE A 10'ADDTIONAL R/W (McCORMICK RD.) 13,463 SF (0.31 AC.) CITY OF OCOEE B 1 O'WALULANDSCAPE BUFFER AREA 19,831.7 SF (0.455 AC.) HOA C RETENTION POND 90,906 SF (2.08 AC.) HOA ,j D RETENTION POND 54272 SF ( 1.24 AC.) HOA ine I E I 0'WALL/LANDSCAPE BUFFER AREA 1321.25 SF (0.03 AC.) HOA 110 d F TOT LOT/ RECREATION AREA/ 15,696 SF (0. 36 AC.) HOA ' ` COMMUNITY CENTER DEVELOPMENT RIGHTS SHALL BE DEDICATED TO THE CITY. TRACT TO BE OWNED & MAINTAINED BY HOA AND ORANGE COUNTY N C, 0�1 Lo 00 Cn =3 C" to n 0 00 00 A CD F, F, a C> - LZ -a C, E Ld q, 0 -j U- n rr- C-) M C) CD n,- n,, n DRAWN BY: NBH APPROVED BY: HEAL B. HIL ER, P.E. .JOB NUMBER: 0HAGING FILENAME: OJHAG.ING DATE: 0/0-9/04 Date Rev. 11104104 SHEET SCALE: 3 1,=100, Hof 5 50' ' I I ' "-I 1 W W' ' - I I W� 25' 12' 13' r 'W �I 10 I_ _ _i 10 i� Or- U.t. i I i U.E. i0 Ol WI 1 41 10 4 2.0% 1/211Ift 2.0% I 1 /2"/ft I I 5 4 2 3 5 INTERIOR TYPICAL ROADWAY SECTION B-B N. T. S. Q 1.5" MIN. TYPE S-III ASPHALTIC CONCRETE (2) 6" SOIL CEMENT 300 PSI 0 12" STABILIZED SUBBASE 50 PSI FBV (COMPACTED TO 98% T-180 - PRIMED) ® 24" MIAMI CURB W/ STAB. SUBGRADE 12" EACH SIDE WITH MIN. 50 PSI FBV U5 4' X 4" CONCRETE SIDEWALK NOTE: IF DRIVEWAY IS DESIGNED FOR TRAFFIC TO TRAVEL OVER SIDEWALK, THEN SIDEWALK IS TO BE INSTALLED/REPLACED AT THAT LOCATION WITH 6" THICK SIDEWALK. _ RNV 17' 2' OROPO�ED 10' i 4' 13' %j 6_% I VFL . v V( 54' , 24' -I 16" 9,5' - - 2 O 0 I 7 W is ZiW j' W U 2.0% ,sl.X�i�:.P�Sri 6 3 II 4 INGRAM ESTATES TRACT "B" TRACT "A" 10' WALL/LANDSCAPE/ 10' ADDITIONAL R/W CONNECT TO ORANGE COUNTY BUFFER AREA TO BE CONVEYED 12" WATER MAIN (Screen Wall Within Tract B) TO THE CITY OF OCOEE 100' .350' r_ A 50, _ 420' IN- SITE BEN CHMARK 158,16 ASIN 0 FF-SITE 1.06,AC ( )5086SET PK NAII tN WPPMcCORMICK ROAD Ex. 60'R/WELEVA710h=158.16 �'_ffi ( - 95a4� - /ere ou �0`� - - - - b04e 5089 '■'■--6}'}t0 .,I {_ '..,_ - •,..a. w,..d P Pole ..0 1..1.,E_.� ._ 50435C EP . ^ _ I~'..._ -_ ` - - '�; `P_ EP ou/,+ --5$�S 5 'ice a5DEPme I _ 4-' "9e, -- ' ,; eee,4er �..•... �5ir� ue seer i , S Center Llne '' Center Line 4 (Center Line 5033' r - - 5034 `" ` •" Center Line 5035 - rites 'i+ N �- to NE1/4 EPEP -- X;---- ' - .... 6-3ia 1 FP EP , , , r E EP t 0 ` a_ __ _ _ - _ a _ -- ------------ -11 2 Oak �` 8 (��I d i �� r t Oak ^hq. E3 i 1 .1. R=5759.58' ---- - -49 L 12 ak ` / I �?�"r i \ \ t _ i 1 \ \ --- 4 ] { CA = 1'16'57" !FA !F&\ ^' J ! .� 1 l �j ` `\ `` \ i i - f „ EMERGENCY OU�fF$.93' 9� `AA�', 111� ``,1 3,�,' o� B o B 1,6 B ,�7 B ' --1 g' ,� = ;1'B i" ! ` `•\ r }\ ; E t1l ® \ FE 159b,� T� 159.5 FF 15$.5 �F 158.5`, ''' 158.015Z5__- ��F 157.0 " 15�7 FF i5i 0- . FF7.0 d 0 ;' , ----; ( ;8 `;B \---==-�- - �l , - �- 56 $ ^,h f� T NTI 9N\ ==f ``.` ` T� 1� `, } ` { h i f 6 -,__ i � \ ill-_s,,(�l" --�� l~F`` ry -------Y----- --- �'=- _T------� --- r.. - - ���' PO'Na`,#``� R=5759.58 �'-- -1 0" , '" o L - ' L--- - _ -� �� -,-' �i �' ~ `� �-„:--- �r r`-" _ '� ' L'- �Q B /; �� n``. \ SHT-04 - 0 I ; 0.e �..�: =� ``I: -- ;�r _ ;} _y, FF,56.0 ,, TfAT `\C ��A - 1 16 57 ` _ _ F.. _ • ` \ ,` ' �. `\ r r 'dam ! 151.' ' X 'i ') •' h 20�._EF 57.6 ` �r \ ��t' i - 1 21 \\\ ` -- t, j ARO�RAIN �. s (I ; -- W ;. 0 .103 � 10i�, 101E ; 1 d0A 99A 98A 97,A _______ �„ ° F 1 0 `f 158.6•, FFa58 6 FF 158.0 FF 147.3 ; FF 157.0 F 1 F 56.0 \ /x ` �� ♦ \ n FF 187.81 ; T "F" p/��/ N � rr -� i s�� \ sp y5t� :r' 9 FF154.6, , _ - + -------- -``�- �'�• / ,` ) i ` ,S \ � ` * ,i ,t '_---- �\\ ,52• 36 1 r ------ : em s I! 1 in `� __ i t i \� FF 1 41 B I �F. 0 72A 3A �� 74A 75`A 76A ! 77A; 78A r 79A r ` ,� FF155.5 , ♦ :S tom``. .\ , o FF 156.7 ) ♦ 5 , ♦ / ♦ 9.5' 16" 12' _ 2' _ 11 _ f 3� �� } �� I''" ; �� ��� _ FF 156.8 ,156.5 FF i56�6 FF 156.7 `\ FF 7.0 �F 156.8 ' FF 156.5 FF 156.0 153•a `` �♦ 1 `\ v5zo PROP�SED ry * --- 7r I 4' ; 10' I QI'j `1�---=`r`o' I h `\(` B _. _ ' i �`� 1 1..' '`� . ....... T. 7 ((! c- ; l j Ont,, n I" -(75 rS Fi "_BiA VP�c _R tA�rr4=-i ■ .� 1S4.8 U.E. i { r ! 00 \r Wool c E�7t I o m r FF 156.0�tll �' 4 t _ I a _ `��_ FH ,�; a s ��. j 1 _ \ i�� ,�i i ,) i j 6.0% i 2.0%i ' _ . ----- ----- ( - - - _ , 7' �,r �. - •- - - - - - -t�i-•--t��.� . . t_ - .. D 1 ' j-------------- �`- h ' _ m� ^ it hl� � ',.. ,\`W i -----' FF 155.7 _� \ F�`155.8 a y Vf --- ' j I '; , I FF 156.0 i , I !! _ .,! a�, B 70 B 6 A 1, A, 6 A 15 A I 64A i \ 5 I I-------------.: - F 71 68 6 6 81 B 96'�B 26 B ___________. , •, , { 156.0 FF 156.4 FF 154.6 157.0 FF 157. F-1 5.0 FF 155.8 FF 155.6 I �, 2 A ( - ----- , _ _ _ _- r j FF 155.8 FF 156.6 j FF 156.5 TRACT "B" -3 _� I ;a1 I - - ` ° 10' WALULANDSCAPE/ �3 I _--_-, � -fF 155.5 � a.'••d= - •," " r � r /n.��y.., I . �� . � � � �' � � _ , •. BUFFER AREA I I -1 -------- \ W'o Coen ^ 38 / CV s _`� ^� ^� i11 s�° I I•,�`. % o^i - - , �. 5 82 A �5--A`. 27 B 2 W9 - �'- TYPICAL ENTRANCE SECTION A A ------ y -! I , - FF 156.3 FF 157. ' I' N CONSTRUCT TEMPORARY ( A t ; ,� 0 y �F 157.3 10 JUMPER CONNECTION "" Oak ' 1 a ' TO RECLAIMED WATER MAID O 1 ; , - I 56 A 57 A t' 58(A . (? 59 A , 60 A 6 A 62 A '` 63 A - _ .------ �yry _ '� ... ,f h° N ' j, 09k FF 155.0 i .� . ,,aP' . ,�4; ,., w Q LANDSCAPED MEDIAN _ , I - _ - FF 155_4 - FF 155.6- -FF 15�.01 \ FF 156.3 FF 156.7 - FF 1 .8 I _ ! . o) __ _, \ __ FF 157 0 ; FF 157.0 1 0 0 1-1/2" TYPE ASPHALT CONCRETE. / v1 ' k �- ) A ��o- - -- ; ---g3 94 �-• i 28 B` z Oa - 1 �'�- ►�- , - - - - _ T', _ _ 1.,_ - T' .f- - ---=tr?�� T `_ 1 -.1. a I s� .3� FF156.7 FF j. FF158.0 1t TO 250-300 PSI 6 DAYS 4' ;.:,u_� =tit �: �r - -•- - •-•- f =� 157.3 6 SOIL CEMENT BASE (COMPACTED @ ) CONNECT TO T _ n ° - OR 60 P.S. FBV\ MCCORMICK WOODS , !s `bite 17 ae a a--r�+�a-j? TR 12 COMPACTED SUBBASE (COMPACTED TO 98 /o T-180 t GRAVITY SEWER -` _ -` '` -■- ' ', • ^ I 1 I l 0 2.0% ® E �5 ' 2' TYPE "F" CURB WITH STAB. SUBGRADE 9" EACH SIDE WITH MIN. 60 PSI FBV QQ 4' X 4" CONCRETE SIDEWALK. F_ Q TYPE W' MEDIAN CURB, FDOT INDEX 300. 8 NOTE: * IF DRIVEWAY IS DESIGNED FOR TRAFFIC TO TRAVEL OVERIre SIDEWALK, THEN SIDEWALK IS TO BE INSTALLED/REPLACED AT THAT _ LOCATION WITH 6" THICK SIDEWALK.'` a. SIDEWALK RAMPS SHALL COMPLY WITH F.D.O.T. INDEX 304, ADA, AND FAC. ; I I, mm t _ 1 ----- 0 r Reclaimed Water• u n z� 6" GV & CAP �, -------- --0° 2" BLOWOFF co I z ■ _ Y + - t� 84 A 93A 1 �- ------ FF 157.2 FF 158.4 �I� I' FF 158.2 I ` - :2 akr -- -A _ 52 A 51 A 50A ``, 1 A '� `- A 46; / B i y ---_- ' ^pry , -53 7 f- ) Ar_ _ --- ; 49 �' 48 1 A FF 155.2 FF 500.0 FF 156.0 FF 156.3 FF 156.;V FF 157.0 F�(\57.0 FF �;i7.4 .- j - j 6.0 r --- - , I �; ; - 85 A 92 A p N FF 157.5 FF 159.0 rb I FF 159.0 ,n '' 45 B t '`�• • , �' \ h h �._ hoh F 158.0 I : - --- ---- --� F ! 8Q.A-- 91 A - r 31 -� ` FF 158.0 FF 159.5 3 ` 1 FF 159.E e _ Ate.. cam` v- „ . - r+ _._..• j t) „� ° - - h E ' I = �s, •i Noturol i .c' ' 44 N89'56'02"W 62 8.92 ; I I TRACT "EllV d / FF 158.5 j G 1 I N W---_ -E S 100 50 0 100 200 Scale 1" = 100' 10' WALL/LANDSCAPE/ ' ��n ' y i ; ; 87A A- -' �s ,, !., 32 A LEGEND FF 158.8 BUFFER AREA I�� . - FF1so.o FF159.8 r1b^�a; �i ADDITIONAL 10' ROW DEDICATED TO CITY OF OCOEE SA MH ----- -, `- --142 B 4 3 B ' /°� b t JT RE CONNECTION 1,F 158.5 y FF 159.2 h ° ' 88/A 89 A �� 33 a� I EX. TREE SYMBOL s" GV &CAP M �/ ; , I b -- , 3 ' EX. TREE TO BE REMOVED 2" BLOWOFF /b �' r0 7n H- � 9 rh '� ♦ i PROPERTY LINE ZONE R1 AA � , � �y;� �'� - - w �.►- . _ ... �1 I ., .. .. 1zi^� - -'-'-'-'-'-'- z -�_�- - I 4. TF-.- Iti 1 ;� ,�, RECLAIMED WATER LINE ' -�g' 'O' r ■ ,■ '.--8'ANN _ _ i -r- ■-N+�4r ,P°-aM4�rT,.: - 4 b GRAVITY .qFWFR LOT LINE S APPM ! 2!" ---' V ` I ' P' N 'C j 5b , C:. r Line 515 Wood 'Syder , ole i 41 A ' 40 A ' 39 A 38 A " - 37 A 36� 35A 34 A\' FF 159.0 ; ' ' FF 159.8 f FF 160.0 Fi 160.0 FF 161.0 FF 161.2 FF 161.3 FF 161.5 �h0 h9 h9 e60 N89°57'21"W 658.68' SOUTH LINE OF THE NORTHEAST ONE -QUARTER OF SECTION 32 -21-28 PROPERTY LINE 5BERM �25 Yr196 hr DHW =155.5 -_ 25 Yr/24 hr DHW =155.3 1�'S 1a1Mu 10 Yr/24 hr DHW =154.9 Match Ex. Grade Pond Bottom A 151.0 Inubw 1 \_151.0 AVE. SHW I =148.0 s POND #1 - TYPICAL SECTION C-C (TRACT D) (N.T.S.) NOTE: THE POND WILL NOT BE FENCED. Match a"ro" Proposed. Grade 25 Yr/96 hr DHW =149.0 25 Yr/24 hr DHW =147.0 10 Yr/24 hr DHW =144.9 Pond Bottom = 1.0 1.� -141.0 AVE. SHWT =140.0 POND #2 - TYPICAL SECTION D-D (TRACT C) (N.T.S.) NOTE: THE POND WILL NOT BE FENCED. S- "°' WATERLINE o �a . SCREEN WALL PROPERTY LINE Match Ex. Grade W W Cu7 W h W N �N Q� N mz Z j Z U to ,0 co Cno co H 0000 yy����_ b.0 v J d X . . ■� E �i w N .,., C4 00 z tN� v v r-) v 0 c� 4� CD O CD O 0 z _j Q n z� < J �n V 1 n i- W � 0 C) W �n� vD Q Q wmz � Q CD Q z 0 ~ W � n,,, CD my W 0 Q 0 11 0 1z U DRAWN BY: NBH APPROVED BY: NEAL B. HILER, P.E. JOB NUMBER: OJHAG.ING FILENAME: OJHAG.ING DATE: 0JI09104 Date Rev. 11104104 SHEET SCALE: 4 1' = 100' Hof 5 , CONDITIONS OF APPROVAL 1. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City of Ocoee of has no lawful authority to exempt any private entity or itself from the application of such State legislation and nothing herein shall be construed as such an exemption. 2. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 3. Storm water management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. 4. The foundation for each single family residential dwelling unit to be constructed on the property shall have an elevation which exceeds the applicable 100-year flood elevation by a minimum of 1 ft. 5. Drainage Easements between lots are shown for locational purposes only. Final easement dimensions (widths) will be shown on the Final Subdivision Plan and will be sized to meet City of Ocoee of requirements. 6. All Wall and Landscape Easements and Tracts shall be maintained by the Homeowner's Association, except that all grass and landscaping on the house side of the wall shall be maintained by the Lot owner. 7. All on -site utilities including electrical, cable television and telephone shall be placed below ground. 8. Proposed facilities within the park site (Tract F) shall be Tot Lot and a community meeting room. 9. All screened walls, landscape buffers, entry and corner landscape improvements and sidewalks along the McCormick Road, Ingram Road and adjacent to tracts B, C, D, E and F shall be completed prior to issuance of the Certificate of Completion. 10. The plan shows available pad size for reference only. For each individual lot, the building shall not exceed 40% lot coverage and the total of all impervious surfaces shall not exceed 50% lot coverage. 11. The subdivision plat shall provide that all subdivision lots for single family residential dwellings units shall not have direct vehicular access to McCormick Road and Ingram Road. 12. Each residential building lot shall have the minimum of three trees per lot, and one street tree with a minimum size of 10 ft. in height and 2 inches diameter at breast height (DBH). 13. The wall and landscape buffer area tracts (Tracts B & E) along McCormick Road and Ingram Road shall have shade trees planted every 50 ft. and shrubs planted along at least 25% of the length of the wall. The wall and trees shall be placed at least 5 ft. back from the road right-of-way. 14. There shall be no access from the project to any public roads except at the approved locations shown on the plan. 15. A perpetual, nonexclusive easement for access over all internal privately owned parking, access and paved areas shall be granted in favor of the City of Ocoee of Ocoee, and other applicable authorities for law INGRAM ESTATES enforcement, fire and other emergency services. 16. All legal instruments, including but not limited to, the Declaration of Easements, Covenants and Restrictions, Association Documents and Deeds conveying property to a Homeowner's Association or Property Owner's Association, shall be approved by the City of Ocoee prior to plat approval and shall comply with all ordinances of the City of Ocoee in effect at the time of recording of any such instrument. PRELIMINARY SUBDIVISION PLAN 17. Any damage caused to any public road as a result of the construction activities related to the project, shall be promptly repaired by the developer to the applicable government standards at the developer's sole cost and expense. OCOEE, FLORIDA 32-21-28 18. A Homeowner's Association will be created for maintenance and management of all common areas and facilities, unless otherwise noted. 19. All existing structures (including buildings, greenhouses, billboards, power lines, existing aerial and utility facilities and easements) will be removed and/or terminated prior to or during construction of the development replacing those uses. 20. All interior subdivision roads will be dedicated to the public. 21. The developer shall construct appropriate curbs cuts to enable construction of ramps at all right-of-way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lots shall be constructed at the time the house is constructed on the lot. When sidewalks are constructed on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas. 22. The developer shall comply with ordinance No. 2001-19 relating to community meeting rooms. 23. To the extent any lift stations are required on the property they will be conveyed to the City of Ocoee by Warranty Deed free and clear of all liens and encumbrances prior to or at the time of platting. All such lift stations shall be fenced with black, vinyl chain link fence, with posts and rails painted black, and shall be set back no less than 25 ft. from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as viburnum or ligustrum. 24. Streetlights will be installed by the developer at the developer's sole cost and expense, prior to a Certificate of Completion being issued, and the cost of operations will be assumed by the developer in accordance with ordinance number 95-17. 25. Pursuant to Ordinance No. 2001-18, all subdivision signage must be consistent with the name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City of Ocoee Commission. 26. All building setbacks from all retention areas shall be 30 ft. from top of bank in single-family parcels. 27. All tracts which are to be owned and maintained by the Homeowner's Association shall be conveyed to the Homeowner's Association by Warranty Deed at the time of platting. 28. Notwithstanding the conveyance of any tract to the City, until such time as the improvements contemplated for said tract are commenced, the developer or Homeowner's Association shall be responsible for the maintenance of the tract. 29. All Declaration of Covenants and Restrictions affecting the property shall include the following provisions: a. Provision allowing the City of Ocoee to levy, collect, and enforce assessments for maintenance of Common areas if associations fail to do so or fails to maintain assessments at a level allowing for adequate maintenance. b. Provisions granting the City of Ocoee the right, but not the obligation, to maintain/repair the storm water management system and obtain reimbursement from the Association or from the developer if the turnover of control of the members has not occurred or if the developer is still responsible for maintenance of the storm water management system. C. Provision providing that the storm water management system will be transferred to a responsible operation/maintenance entity acceptable to the City of Ocoee in the event of dissolution and that if dissolution occurs without such approval then the City of Ocoee may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. d. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. e. Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan for the storm water management system accompanied by an engineer's certification that the storm water management system is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required then declarant shall be required to diligently undertake such corrective action at the declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. f. Provision that no property owned by the City of Ocoee or any other governmental entity shall be subject to assessments levied by the Association. g. Provision that any amendment to any provision affecting the City of Ocoee requires the consent of the City of Ocoee and an instrument recorded with the amendment. h. The Articles of Incorporation and Bylaws of the Association shall be consistent with the foregoing provisions. 30. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines, and a 10 ft. utility, drainage and sidewalk easement adjacent to the street right-of-way, sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 31. All Underground utility shall comply with Ordinance Number 95-17, which requires pedestal mounted utility boxes to be placed back off the street, no more than 5 ft. forward of the front building setback line, on all residential lots which are less than 70 ft. in width where the Lot abuts the street right-of-way line. 32. All drainage, utility and maintenance easements shall be for the benefit of the Homeowner's Association. The land burdened by such easements shall be owned by the individual lot owners. The drainage and utility easements shall be dedicated to the perpetual use of the public at the time of platting. 33. Each fire hydrant shall be OSHA yellow in color and blue reflective markers shall be affixed to the streets in the center of the lane closest to each hydrant. 34. No person shall undertake land clearing or the removal of any protected tree without first obtaining a permit from the building department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the developer has failed to take reasonable measures to preserve specimen and historic trees. 35. Existing trees 8" or larger (other than citrus trees or "trash" trees) located along proposed locations of buffer walls or Road right-of-way lines will be preserved if at all possible. The buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees. 36. The final grading plan will preserve existing grades on individual lots containing protected trees as much as possible. 37. In order to insure that as many existing trees as possible will be preserved, all Road right-of-ways and retention areas will be flagged for review by the City of Ocoee and the engineer prior to any tree removal. No clearing permits will be issued for site work or building construction until all trees to be preserved have been clearly marked with tree protection barriers. 38. Removal of existing protected trees will be limited to clearing right-of-way and retention areas as detailed in each Final Subdivision Plan. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot to determine whether or not each tree needs to be removed. 39. This plan is subject to the terms and conditions contained in that certain annexation agreement between the City of Ocoee and Lake Tracy Estates, LLC and MCO Industries, Inc. dated April 20, 2004 and recorded in Official Record Book 7416, Page 3746, Public Records of Orange County, Florida. The Annexation Agreement includes the following provisions: a. In the event a westbound left turn lane on McCormick Road to Ingram Road (The "McCormick Road Turn Lane") has not been constructed prior to the development of the property, then the owner, in connection with the development of the property, shall construct, or cause to be constructed, the McCormick Road turn Lane. The McCormick Road turn Lane shall be of sufficient length to allow for adequate storage or stacking of vehicles. b. In the event there is not sufficient right-of-way on McCormick Road to construct the McCormick Road turn lanes, then within 90 days of a request for the same by the City of Ocoee but in no event later than the time of platting or Final Site Plan approval the owner shall convey to the City of Ocoee 10 ft wide strip of the property lying adjacent and contiguous to and along the property's frontage on the existing right-of-way for McCormick Road with a length sufficient to allow for adequate storage or stacking of vehicles as determined by the City of Ocoee the Right -of -Way Property. The Right -of - Way Property shall be conveyed by the owner to the City of Ocoee by warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The owner shall, contemporaneously with the conveyance of the Right -of -Way Property to the City of Ocoee, provide to the City of Ocoee, a current attorney's opinion of title, or a current title commitment, to be followed by a policy of title insurance, evidencing that fee simple title to the right-of-way property is free and clear of all liens and encumbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance of the Right -of -Way Property, including the costs of the title work, shall be borne solely by the owner. Real property taxes on the Right of Way Property shall be prorated as of the day of the City's acceptance of the conveyance of the same, and the prorated amount of such real property taxes attributable to the owner shall be paid and escrowed by the owner in accordance with the provisions of Section 196.295, Florida Statutes. Neither the owner nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required conveyance of the Right -of -Way Property to the City of Ocoee. Notwithstanding the subsequent conveyance of the Right -of -Way Property to the City of Ocoee the owner shall be solely responsible for maintaining the Right -of -Way Property until such time as improvements are made to McCormick Road within the Right -of -Way Property. C. At the time of development of the property, the owner shall align the entrance to the property off of Ingram Road with the entrance to the McCormick Woods subdivision located to the west of the property, across the existing Ingram Road, creating a full intersection between the properties. d. At the time of development of the property, the owner shall construct a southbound left turn lane for the entrance to the property from Ingram Road. e. In the event Ingram Road has not been improved as a two lane road consistent with the standards of the City of Ocoee prior to the time of development of the property, the owner shall improve, or cause to be improved, Ingram Road from McCormick Road to the proposed entrance to the property to meet such standards. f. The property shall be developed in such a way so that the local roadway connection through the property provides future access to the land adjacent to the eastern boundary of the property. 40. The owner shall construct an eastbound right turn lane on McCormick Road leading to Ingram Road when the left turn lane is constructed on McCormick Road. The City of Ocoee shall reimburse the Developer with Transportation Fees credited to Ingram Estates. 41. The developer shall also install a northbound left turn lane on Ingram Road leading to McCormick Road as required for traffic mitigation. The Developer will reimburse the City for any impact fee credits extended to the developer of McCormick Woods if the turn lane is installed by them prior to construction of Ingram Estates. Li N C_ N a a� acl� 00 Lo °-a o H 000 1: 0 "'-' hn � Cx.. o� o .r{ E ;-4 w U N o 00 zC'4 Q o Cd o CD Q coo J Q O J LL Q U) n wzo E-4 OC�, C� ci- >Q W m LL ::D O Cn C� O E- �zo �O ~ WU n- W W O U O LL O U DRAWN BY: NBH APPROVED BY: NEAL B. HILER, P.E. JOB NUMBER: OJHAG.ING FILENAME: OJHAG.ING DATE: 0JI09104 Date Rev. 11104104 SHEET SCALE: 5 1 " = 100' ,Of 5 ITEM NUMBER IV. C Shoppes of Ocoee - Lot Q - Ocoee Commons Preliminary I Final Site Plan scoU 13 ob I I " I^rdi. REUNIRUORM IATE: December 9, 2004 Sc,ot( District 2 [),ustv Johnson, lh.stricl 3 TO: The Planning and Zoning Commission FROM: I Antonio Fabre, Senior Planner 0-4> THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Shoppes of Ocoee (Ocoee Commons PLID, Lot Q) Preliminary/Final Site Plan Project # LS-04-023 ISSUE: Shoul the Planning & Zoning Commission recommend approval of the Shoppes of Ocoee Preliminary/Final Site Plan? Mai The surrounding properties to the south and east of the subject site are improved with institutional (Health Central Hospital) and commercial (West Orange Professional Center) land use. The rest of the surrounding properties to the north ("Crestwood Commons" townhomes) and west (future bank site) of the subject site are part of the Ocoee Commons PLID. There are no wetlands on the site and the site is outside the 500-year floodplain. Several existing oak trees are scheduled to be preserved along the. west and south property lines. These trees will be credited toward meeting tht landscape requirements. Tho Planning and Zoning Commission' c scemiaer 4 004' ti n The Planning and Zoning Commission December 14, 2004 Page 3 of 3 The plans have now been revised to address the issues that were discussed at the DRC meeting. However, there are a few minor issues, which still need to be addressed before the City Commission formal site plan approval: 1. ' Site Data Table needs to reflect the actual handicapped and standard parking spaces provided. . Ensure that all roof -mounted equipment is screened completely from view. . Provide an acceptable lighting plan that meets code. . Ensure that the lighting program is consistent with the rest of the Ocoee Commons PUD commercial development. STAFFTi Based upon the recommendation of the DRC and the submittal packet received by the City on December 9, 2004, Staff recommends that the Planning & Zoning iCommission recommend approval of the Preliminary/Final Site Plan for Shoppes of Ocoee, subject to the following conditions: a. Approval of the Waiver pertaining to minimum size of parking spaces; b. Completion of Staffs additional comments, mentioned in this staff report, before City Commission action; c. Approval, Execution and Recording of the Ocoee Commons PU "Plat" prior to issuance of a building permit. Attachments: Location Map, Zoning Map and FLU Map; Revised Shoppes of Ocoee Preliminary 1 Final Site Plan date -stamped December 9, 2004 0:\Staff eports\2004\ R04 7 P Z.doc FITS,am, I R 50 cl 000000 °o 0 0 0 0 o � e o 0 IDO°00000 i w a Lcr- O.` CL 0 �.` �I {. a e � tl4 q e • # w 9 # R a tlM' � • • �.' # Alllf i { Shoppes of Ocoee Surrounding Future Land Use Map I inch equals 437,07187, f 140 TD 0 140 280 420 F Printed: June 2004 C3Subje2 Property Unincorporated Territory Mand her Municipaltles Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services commercial YOT Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional L�qkes and Water Bodies G p !! Elk 1E Jim D ID[P R L H a L Nft.000, NJf rl*la p H Q no no PD AA NN on n 'D) D A D e t ® m I' I nj fiefto fea '11ZD a LF�.f n (DJE'T H(D.3 o 0 LEGAL DESCRIPTION UTILITIES. VICINITY MAP INDEX OF SHEETS: CITY OF OCOEE WATER &SEVER 150 NORTH LAKESHORE DRIVE 1 COVER SHEET LOT Q & TRACT P, OCOEE COMMONS PUD, AS RECORDED IN MB n„mmm OCOEE, FLORIDA 34761 _ PAGES _ _Mu ORANGE COUNTY, FLORIDA PUBLIC RECORDS. (4O7) 905-3100 ORLANDO STREET Q WH►TE ROAD EXISTINGCLEARINGPLAN CONTACT: MR. DAVID WHEELER ,, s � BELLSOU-N ¢ W CENTERLINE GEOMETRY, BUILDING TIES, TELEPHONE: 500 N. ORANGE AVENUE, STE 360 ORLANDO, FLORIDA 32801 � (407) 237-3080 U AND N 1 1jION OF APPROVAL CONTACT: MR. NICK FARIS4 O PROGRESS ENERGY O SI Y PLAN ELEC IC: 425 E CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 �� 5 COMPOSITE UTILITY LAN (407) 905-3303 �G MAINE STREET OCOEE PERMITS CONTACT: MR. JEFF ZAHARIS '�� COMMONS V 6 PAVING GRADING PLAN LAKE APOPKA NATURAL GAS �� SITE PUD GAS: 1320 S. VINELAND ROAD "y 7 STATE AD 50 IMPROVEMENTS PLAN CITY OF OCOEE FINAL DEVELOPMENT PLAN APPROVAL RO V AL WINTER GARDEN, FLORIDA 34777 (407) 656-2734 8 STANDARD DETAIL OH RIVER WATER MANAGEMENT DISTRICT CONTACT: MR. RICK GULLETT COLONIAL DRIVE = STATE ROAD 50 St. "e BRIGHT HOUSE NETWORK 9 WATER SEWER DETAILS (STANDARD GENERAL ERP) CABLE: 844 MAGUIRE ROAD OLD OCOEE, FLORIDA 34761 Q GARDE-N�NTER 10-11 SPECIFICATIONS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (407) 532-8509 Ro CONTACT: MR. MARVIN USRY 8 AD �P`( PERMITS � Ess 1 LANDSCAPE PLAN (WATERSEWER C NSTRUC11O ) R�p� __F=;�i WAIVEREs oPo LANDSCAPE Dfl, FLORIDA DEPARTMENT OF TRANSPORTA11ON ARTICLE 6 SECTION 6-4 m PSG PEE R DEC 9 2004 �J C®NNECTI®N PERMIT, APPLICANT RESPECTFULLY REQUEST A WAIVER TO E S I® IRRIGA11ON PLA (DRIVEWAY H. 1, OCOEE LDC, OFF-STREET PARKING LOT REQUIREMENTS, REDUCING THE N VI NMENTAL PROTECTION ION PARKING STALL LENGTH FROM 20' TO 18'. THE PURPOSE FOR THE WAIVER E®1 SITELIGHTING PLAN CITY OF OCOEE FLORIDA DEPARTMENT OF E IS TO PRESERVE EXISTING SPECIMEN TREES AND INCREASE THE AVAILABLE (NPDES,PERMIT) GREEN AREA AROUND THE BASE OF THOSE TREES WITHIN THE PARKING LOT AREA. THE VARIANCE REQUEST IS LIMITED TO THE PARKING FACILITIES INTERIOR TO LOT Q, OCOEE COMMONS PUD. LANDSCAPE ARCHITECT CH I CAL ENGINEER SURVEYOR ARCHITECT OWNER/APPLICANT, PREPARED BY* LUCIDO & SOLE DESIGN BECHTOL ENGINEERING ACCURIGHT SURVEYS OF FARNER, BAKER, BARRIOS BLACKWOOD/50, LL ' Ivice rou' nc do TESTING, INC. FOR ND, INC.ARCHITECTS, INC.esi ! Site Planning'. Consulting Engineering •Environmental Permitting 827 N THORNTON AVENUE 605 W. NEW YORK AVE., SUITESUITE � 900 236 PASADENA PLACE A 2012 E. ROBINSON STREET 300 S. ORANGE AVE,, C Florida Board of Professional Engineers Certificate of Authorization Number: 4220 ORLANDO, FL 32803 DELAND, FL 32720-5243 ORLANDO, FL 32803 ORLANDO, FL. 32801 : ORLANDO, FL 32803 362A SOUTH GRANT STREET (407) 898-9521 (386) 734-8 (407) 894-6314 (407) 926-3000 (407) 41-3266 LONGWOOD,FLORIDA. 32750 • — •(386)734-8541 FAX:(407)97-3777 FAX:(407)926-3390 FAX:(407)49-9421( 7) 331®3773 FAX. ( 7) 898 976 FAX. FAX: (407) 210�-0478 E-MAIL: tb®bechtol.comE—MAIL: accusurveE—MAIL*�nccomasOfbbarchxom ol.c m E—MAI—MAIL: deal ns®r �l arthlink.net 9 CONTACT: RANDY KIRKWOOD CONTACT: THOMAS BECHTOL, PE CONTACT: FRANK RAYMOND JR, PLS CONTACT: JEFF McCOMAS CONTACT: MR® ILL FA AN CONTACT: RO I HENSON II, PE FLORIDA REGISTRATION NO.: 34836 EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING DRIP LINE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE - . TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS . AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM Optional Post Positions " FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. P 20`± Principle Post- Position 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED (Canted 20' Toward Flow) AREAS WITHIN SEVEN =DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE a SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO 2 / DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR, 11 ..'... 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR filter Fabric PROTECTED W1TH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR 11 THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL I . STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE I I Silt Flow PROJECT SITE. TYPE III SILT FENCE PROTECTION SPECIFICATIONS FOR TREE BARRIER N()'(ES; 5. AFTER ANY SIGNIFICANT RAINFALL. SEDIMENT CONTROL STRUCTURES WILL BE i AROUND DITCH BOTTOM INLETS INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED SECTION 1 EINTIRE DRIPLINE UM RADIUS TO BE PROTECTED IS 1. CONTRACTOR TO COORD. WITH UTIUTY COMPANIES TO REMOVE IMMEDIATELY. Wood 2 1/2" Min. D. 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR ".V AND/OR RELOCATE EXISTING UTIUIES AS REQUIRED FOR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING Wood 2" x 4" Filter Fabric ( In 2. MINIMUM 3' IN HEIGHT DEVELOPMENT. MAINTAIN EXISTING SERVICES AT ALL TIMES. CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT Oak 1 .33 x 1 t. Min. Conformance with Steel 1.33 Lbs/Ft. Min. Sec. 985 FOOT Spec. 3. UPRIGHTS- THE EQUIVALENT OF 2"x4" ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE ---�- LUMBER ON 6' MAXIMUM CENTERS 6' Max. _.:tl _ 2. BARRICADE EXISTING TREES INDICATED TO REMAIN PRIOR M TREATED TO REMOVE SEDIMENT. ��--._,_ i gtLi FLO`I'I M//� 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES "`I-1.1.1- k F 4. HORIZONTAL- CONSTRUCTION MESH MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, '"` ,r _F NETTING, COLOR: ORANGE BEGINNING ANY CLEARING OR GRUSING. to_> e e OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL . .� 3 N. r..h ,�. TERECTED AROUND TREES y b_.,3> 5. BARRIERS O BE T CONTROL MEASURES SHALL B ' ' f. %=......................... ux SEDIMENT LEAVING THE PROPERTY. SEDIMENT CON t•rz: •,_ _•::::.::•..•:::: _:_;_:•:; ::;;__:; :• •_: , :_::•..::.,• :'" •, s, a,. ; 'rr.,; F EACH WORKING DAY, o %-;'w-1 T_ - ___% ___:_ :::: _ ; :_ #: _-_ : t•s ,• ,F � F �•• TO REMAIN BEFORE CONSTRUCTION OR 3. WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING WORKING CONDITION AT THE END 0 E C __ _ _ _ __ _ TYPE III SILT FENCE x�` w ` ' ' NEARBY TREES ARE REMOVED M N ^m --- -- Y E MESH NETTING 8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, = - - -=- - - - --- - - - - DEMOLITION OR GRADING OF THE SITE, THE ROOTS MUST BE CUT PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING " NOTE: SPACING FOR TYPE III FENCE TO BE IN UPRIGHT 6. BARRIERS TO REMAIN IN PLACE UNTIL ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD ELEVATION ACCORDANCE WITH CHART 1, SHEET 1 OF 3 NOTE' ALL PAVING, CONSTRUCTION AND HEAVY OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. TIME SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT TYPE III SILT FENCE AND DITCH INSTALLATIONS AT DRAINAGE EQUIPMENT IS OUT OF THE AREA CONTRACTOR/bEVELOPER SHALL MINIMIZE THE DAMAGE TO • THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY STRUCTURES SHEET 2 OF 3. BARRIER MUST BE ERECTED SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL PRIOR TO ANY CONSTRUCTION EXISTING ROOT SYSTEMS. AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN 9. ALL X--------*- THIS MANNER. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED EROSION CONTROL DETAIL TREE PROTECTION MEASURES EXIST. MES WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY (FOOT INDEX NITS MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE INV = i 16" R DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO . PREVENT FURTHER EROSION AND SEDIMENTATION. 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I AP*PACES _,..-­.., , � - :�_�:'.. �,L . IDERAND C* S* : 4%cks � ... - .. -.� .�--� � . . * I . :�: ,:. *. _i:­..�­.i­..�:::.,._ . . . � 1�7'.NV......._'... , - ­�:.:..-­� .� . .. - , -� - � �- 7 �-..�: �. I : . ::­ I . �..�.�..­ ., - . . . I � 1: .......-. I ,mr .. . ,q) �, . �. ..�: .. ., . I .:. i'. �� - _ ... * , ;, . ..:­ d... .:_11-:::�: ��..l 74 TRIP EN'-_ I.. I �. . ­. -� " ... .-_: .::. . : %_�.: . . . , 9 * .,.. . - ­ . : . � , . I 9 _ ,w:.­TOT PR: A&ED. - ��-�' �� .:: :1 . ­::_ . ''. I .1 . ;, ��I., I.. ,%:: :.:.�... . . � 1, � � . ­ .1.11 I , . . : I.. ­ ­ . . :...:".. im:.. .. . . : . . . : . . . . :,.:,; ''......... :. . 1:::., 1::::­!:::� - . . , :. .. � . .. .. - . ... tz, wAitES I.:. . . . INGTRO : � _ . . .. - .,..,.. :,:­�.,,:. . : . .w. ::,TOTALPARK I ., - � :.:.::,:. _:i �:. ..::: �.::. .%,:.:: I., ..:. . 1: :.:_7.. I .1 I.. . .. .1 I 1. 1. . I I . � YIDW-1. :, ::::.� % . I -� 2 .. . . . � . _q . �:,i*. : . I % .0 ..::., . ... 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BEARING Ll 29.54! N 87720'05" E L2 12.34! S 89'23'09" E L3 60.00' S 89"23'09' E L4 13.38' S 8923'09" E L5. 34.90' S 50'25'51" E I . L6 7.22' N 08*46'41" W L7 13.90' S 63'38'09" E L8 31.08' S 89"23*09- E L9 7.65' N 87'27'29* W L10 8.60' S 1 1 *48'47" E Ll 1 24.8 S 08*26'46" W L12 33.14! 1 9'1 8'02" E Ll 3 19.5f -S S 51'19'12" E L14 9.65' S 89'12'25 E Ll 5 26.17' S 60'26'11" E . . E L I I - RVE TABLE C GTH CORD BEARING CORD LEN C1 20.00' 31.4V S 45*36'51" W 28.28' C2 37.00' 25.16' S 69'54!30" E 24.67' C3 62.00' 31.33- 1 N 15-05-20- E 1 30.9§' C4 62.00' 10.83' N 34'33'59" E 10.81'" C5 62.00' 83.1 O' N 77'58'00" E 77.02'. C6 62.00' 27.86' S 76'30'39" E 27.63' C7 62.00' 1 21.55' N 80'39'24-' E 21.4-4! C8 62.00' 76.03! 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Iftfto D c) ;:q [�-, w ED C;d F- - t E%4 d C) Z (/) cr �� E-4 Ld Ljj C) F- 6, C_-) . �-q ,-� �j . 4w c...0) 0) o E 04 tp= CA :L- 14- . 4- a) q . _v c E 1-: ,- (D a) -0 - �9__ 17- a . r_________1 . al E - Z) 0 z I a) @ a- 4rl) "rm� 0_� t c ,55.0 0 m 11-- E: Lo D 2 0) a) =I __ .;� uj r*-, F_ " Lu CN J�j - u ,�, I. <=> 5. ..L- C Ly- (y) > �Z) F- c < v) < Lu a) tn c 0) .in- Qmmo�) t F- (-) o a) z ;:Z" , a) -0 . (3.,> u) '(3 < 0 .S.0 0�� I 6 E . o u- - .6 ,::2 LIS c.w) 40 -P=wmmmm( a) w c u � . 5) n _r Q a) �_ I- a) . ::D 0 00 r_1 4 9 U-j .c 00 ()) g) 0 'o (N a..,> s c: (/) :Z?- . I- U-i _--;, ­5 -d < (D F:, IZ-) :�!� cwoo. . -) " c 1z J2 " 0 V) 1-0 z a) u , (y) 0 �� C) LL_ t:),.x 0 __j . L_ IL ') �, r_1 co I *b VMNMN04 czop!) .)o � O)o .c: -2 �;)_ co (a..) c: 0 . c 0 0 ca F� CD -IT a: q a ' - Z6 c (D :t7,,,o- . c") U- . - I - - ,I-*f 0 _s_- 0- ___ ' ENGINEER I I- r/ I , - _ - 't' Q, I'll- I D "" � I 1,1111 1[�_ ",'I � � 11`�-111 ?L " I0 I �, , '' ZL 0 RONALD HENSON 11, PE, FL,-:REG.­NO.34856 DESIGN DRAFT CHECK RMH ' - DSG " ' PROJECT NO. ' 02072CL DATE . OCT., 2004 SCALE 1 P$ = 40' SHEET 3 OF 11 NOTE: HANDICAP PARKING 12" SIGN SPACE (FTP-.25).--A 1. ALL SIGNS SHOWN SHALL CONFORM TO 1k. R FDOT ROADWAY & TRAFFIC DESIGN PArd= 81 FTP-25 CONCRETE SIDEWALK' STANDARDS & MUTCD. ONLY ACCESSIBILTY: A) IN ACORDANCE WITH THE Imm FK F.5o. 31am BLUE-.., EOP FLORIDA ACCESSIBILITY CODE FOR BUILDING 2. ALL SIGNS SHOWN SHALL BE ,-6* CONSTRUCTION, 4.1.3 SECTION (1). DATED OCT. REFLECTORIZED (ENGINEERING GRADE) TO SHOW IL STRIPING uj 1996, AT LEAST ONE ACCESSIBLE ROUTE COM- PLYING WITH 4.3 SMALL CONNECT ACCESSIBLE THE SAME COLOR BY NIGHT AS BY DAY In W uj Q_ BUILDING OR FACILITY ENTRANCES WITH ALL 2 I.- 1� ACCESSIBLE SPACES AND ELEMENTS WITHIN THE c 3. ALL SIGNS SHALL BE SECURELY MOUNTED :2E F 1 8" !7� 3: T: BUILDING OR FACILITY. DOORS ACCESSING THE -1 ON GALVANIZED STEEL CHANNEL POSTS. -2* GALVANIZED STEEL PIPE PARKING BY 0 BUILDING MUST BE DEPICTED ON SITE PLAN. cs RAMP DETAILS WITH SLOPE INFORMATION 4. INSTALL QUANTITY AND AT LOCATIONS DISABLED -*- 4 SHALL BE DEPICTED ON SITE PLAN. c B) THE LOCATION OF HANDICAPPED PARKING REQUIRED BY CODE (ONE PER HC SPACE) PERMIT 50.1 STALLS, LOADING ZONES, SIDEWALKS, AND -H-,8- ONLY 7 RAMPS ON SITE SHALL MEET CHAPTER AND/OR AS INDICATED ON DRAWINGS STEEL PIPE W/ 316.1955 OF THE FLORIDA STATUES AND CONFIRM ALL HANDICAPPED SIGNAGE CODES. CONCRETE FILL. PAINT TRAFFIC YELLOW. _T . I- - 12- I - " . SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SHALL 5. HANDICAP SIGN TO BE FOOT FTP-25. `o­ _u $250 FINE 9: !Z, NOTE: SLOPES PARKING SPACES AND AISLE NOT EXCEED 50:1 CROSS -SLOPE. 6. INSTALL AUXILLARY SIGN BELOW FTP-25 ASPHALT PAVING F.S. 31 .14 6 PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA SIGN TO BE REFLECTORIZED (ENGINEERING ACCESSIBILITY CODE SECTION 4.6.1. GRADE) INDICATING FINE FOR ILLEGAL USE IS $250.00 (6-X 12- WHITE HANDICAP HANDICAP A KGROUND, BLACK LEGEND & BORDER). BACKGROUND, P�1_ PARKING SIGN STRIPING DETAIL 7. INSTALLATION HEIGHT OF SIGN SHALL BE IN NTS NTS ACCORDANCE WITH SECTION 24-23 OF MUTCD. SIGN NOTES HANDICAP SIGN POST NTS NTS ' t 0 CN 4 t U Lu u L0c DPI - cl 'I LLJ CL, z\0 7' cn co FUTURE COMMERCIAL 0 CIO ZONING: PUD cn cl- .. .. .... < *� . . ...... 4 _4% Lq f I LLJ 41P 24' co __j CL FI __H Umv SYMBOLS LEGEND ITEM DESCRIPTION 3010 HANDICAP SIGN & POST, SEE DETAIL 3011 HANDICAP SYMBOL, SEE DETAIL 3012 HANDICAP STALL STRIPING, SEE DETAIL 3018 18" HIGH PAINTED BLOCK LETTERING, C YELLOW 3020 24" STOP BAR, COLOR: WHITE, SEE DETAIL 3021 24" STOP BAR, THERMOPLASTIC WHITE, SEE DETAIL 3022 ON -SITE TRAFFIC ARROW, THERMOPLASTIC WHITE. SEE DETAIL 3023 4" PAINTED STRIPING, COLOR: WHITE 3024 6" PAINTED STRIPING, COLOR: WHITE 3026 6" PAINTED STRIPING, COLOR:. YELLOW 3027 4" WHITE OUTLINE W/ 4--45*, CROSS- STRIPING @ 5' O.C.- 3029 4' WIDE FIRE LANE STRIPING, SEE DETAIL 3030 CURBED SIDEWALK RAMP, 12:1 MAX. SLOPE, SEE DETAIL 3032 HANDICAP SIDEWALK RAMP, 12:1 MAX. SLOPE, SEE DETAIL 3033 CONCRETE SIDEWALK RAMP, 12:1 MAX. SLOPE, SEE DETAIL 3040 CONCRETE DUMPSTER PAD W/ 6' MASONRY SCREEN ENCLOSURE, SEE DETAIL, EXTERIOR FINISH & COLOR TO MATCH BUILDING 3043 PRECAST CONCRETE WHEEL STOP, SEE DETAIL - 3101 STOP SIGN (R1_1) 24 x 24", HIGH INTENSITY, SEE DETAIL 3102 STOP SIGN (R1-1) 30" x 30", HIGH INTENSITY, SEE DETAIL 3224 6" THERMOPLASTIC STRIPING, COLOR: WHITE 3227 6" THERMO OUTLINE W1 187-45- CROSS -STRIPING @ 10' O.C. 3228 6' WIDE THERMOPLASTIC CROSSWALK STRIPING, COLOR: -WHITE 323 THERMOPLASTIC 2'-4' DOTTED LINE STRIPING, COLOR: WHITE 3240 THERMOPLASTIC TRAFFIC ARROW, COLOR: WHITE 3410 BICYCLE RACK, 8-10 PARKING SPOTS 1419 DECORATIVE METAL TRASH CAN, 30 GALLON MIN.BLACKI E? _01 3101 4w IIIIIIII 113 __s 89036'50" E 237. 00' 7R "NN %PTSD1 NFORMATIoNAL PURPMES ONLY & ARE bT mow, THTHEE NOT ffLUi DED 19,Y) 18' 1 jSHOPPES 101191 000EF."DIEVELOPMENT 11 u y 15' z 10 'Ek NO 10k 0 Mtfl,- 0 1 . - _ 1, - , m 00 'N in 101 LOT fg)"" PROPOSED BANK El ZONING: PUD 117-1 t llook;iji 11 1, 1; 1 ------ Eli V If T u -ftj Lu En 1 6 t S 5 Z' 3023 'a of OCJ L UD 8' 1 -N, 1:11Z, .-.,...- ®m,..-.,..»-. ...�-...<,-.�....- fir': r - - - - - - .. . ............. ........... . . . - - - - ............. .. ... - ..... . . ........ .. .1-7 ...... . . ..... . . ............................ . 6"R 5'-6 _0 T* PAINT: CHLORINATED RUBBER AIN * I 2'-6- ALKYD FS TT-P-115, "j, TYPE 111, FACTORY 4 MIXED, QUICK DRYING, NON -BLEEDING COLOR kfR PER LOCAL CODE 67' iD C) 0 01 0 11' 6" WHITE REFLECTIVE TRAFFIC PAINT: OF PARKING SPACE PAINT: PAINT- CHLORINATED RUBBER ALKYD. FS TT-P-115, TYPE III HANDICAPPED ON -SITE TRAFFIC SYMBOL DETAIL ARROW NTS NTS � I I .. C2 'm CE OF DRIVEWAY (EXTEND VARIES TO �NO EDGE OF PVM'T) PARKING OR STANDING STOP BAR TO BE FIRE TRAFFIC WHITE LANE z LANDSCAPE ISLAND OR SIDEWALK 4- 02-6" WIDE TUR PAINED CB---., cli THERMO YELLOW STRIPES PARKING OR STANDING FIRE LANE 3, STOP BAR JNO DETAIL STRIPES NTS 1. SIGNS SHALL BE TWELVE (12) INCHES WIDE BY EIGHTEEN (18) INCHES IN HEIGHT. WHITE WITH THREE-INCH HIGH RED LETTERS NOT LESS THAN ONE-HALF INCH WIDE TO READ "NO PARKING OR STANDING FIRE LANE". RED 2. SIGNS SHALL BE DOUBLE FACED. SPACED NOT GREATER THAN ONE HUNDRED (100) FEET APART. 3. SIGNS SHALL BE MOUNTED ON METAL POSTS, NOT LESS THAN TWO (2) INCHES IN SIZE WITH BOTTOM OF SIGN NOT LESS THAN SEVEN (7) FEET FROM GRADE TO DBOTTOM 4. OF SIGN. WHERE A CURB IS PROVIDED, FOUR (4) OF CURB TOP AND FACE TO BE TRAFFIC YELLOW (F.D.O.T. TRAFFIC RATED PAVEMENT PAINT). STRIPES FOUR (4) INCHES WHITE LETTERS WIDE EXTENDING OUTWARD TO A WIDTH OF FOUR (4) FEET FROM CURB WITH THREE (3) FEET BETWEEN EACH STRIPE. STRIPING TO BE YELLOW THERMOPLASTIC OR EQUIVALENT. RED 5. LETTERS NOT LESS THAN FOUR (4) INCHES IN HEIGHT AND NOT LESS THAN TWO (2) INCHES IN WIDTH WITHIN THE STRIPING (BETWEEN THE POSTED SIGNS) TO READ "NO PARKING OR STANDING FIRE LANE". LETTERING TO BE TRAFFIC YELLOW F.D.D.T. STOP SIGN (R1-1) PER MUTCD. TRAFFIC RATED PAVEMENT PAINT. 30"x30" HIGH INTENSITY 24"x24" HIGH INTENSITY 6. SIGNS AND PAINTING ARE TO BE MAINTAINED BY THE RESPONSIBLE PARTY OF THE PROPERTY. STOP SIGN FIRE LANE STRIPING RESIDENTIAL TOVMHOME NTS NTS DEVELOPMENT ZONING: PUD d opo 120.5 C) 10 �I 944% IV 120 C) 76 120.5 2Q 2®L01r, )M DEVELOPMENT ME f-y S 89D,23'09" E 231.57 7_ z6>0 RESIDENTIAL TOWNH�ME DEVELOPMENT 120.0 - 120.5 cr_ :�E 0 0 0 112.o -j L79 u 120.0- z /0' PRIIIA 7Z- R_60f -S7RIAN < Ld 112.0 Lj 3: 112. 0 cr [R LEGEND 0 C:) A ta-C 1PIr LLJ B8 BOTTOM OF BANK BC - BACK OF CURB 112.0 BM -BENCHMARK C3 M CL < BPC - BURIED POWER CABLE z "I RETENTION AREA/ DRAINAGE EASEMENT ki I �k < L 0 CALC - CALCULATED 0 C&M - CALCULATED & MEASURED PROPOSED RETAINING WALL BASE W/ 6' "LIVING SCREEN WALL TOP TYP. N 18 - CENTRAL ANGLE 1 -112.0 CBW - CONCRETE BLOCK WALL CF - CONCRETE FLUME 120.0 121.0- TE A- - - - - - - - -- > -BB RETENT101 -TB E m 09 w C\2 120.0 V) cn w _j 0 S 89*,e3 P09'" E 225.3f u;z in 74'RU 74'R 10' LANDSC, 4JFF,:.*R 120.0 Q 0-1? 4 u I FIRE LANE - NO PARKING 1 30243022 3030 L78 20' REAR SETBACK 13R E" 3022 0 1n 14', 12' 27.8 12 70'­,X3024 il 2' 1# C5 -1 1 1 T 3026 LIC2 4. 20' REAR SETBACK 3030 3NOZ ONKIVO-7 13NOZ 0NIGVO r BNI>IMVd ON ­j. z cn30 8 330' C) q P W Z 6 5' t.L A ul La LF. ?_ q E a. w cn cn Vic cn > wx U- "A Io EB 023 4 w 3g4� w > - 6j; in q a:w 9 �< I ;41 ju Lj r- z Uu 0 C3 j ?ETz I IL SHOPPE w CID to 24o co Z W (22,6C 0 SF) w c)) w 3: V) a. Do Lu _j (L w 0 302 LL. _j _j Maw 0 z z I= 0 fllww a_ In DO < I= -19.9 Ld ccje X-30-1-1) 2 i�� is ac 6-5 >_ '03023 <m z Y) 1 3410 50, 100, 1 $0, Lri @ : wn 18' 2 4' _,j .'Couu. lb I @@�@ :lw 65' /C-,\ -. ... . 00101-IN15. C Nc. 5 C0 go Ce) 20- 9. . A 9 5 00 (6 ,if 4m c\2 28 12' FIRE NE - NO PAR-14. 12'• 303; •23 \CqOD23 • 3012 3012 3029 3 53030 > - 100.14L rm� 25 R 3028 At � 3022 020 (3-0-20 30 m+ 3020 f0_ D11 U) 3012 0 00O I 3101 I 3101 tt b 6 8 3101 8 c% <3023 (d bo w in 18' 1 24'1 18' 18' 4'1 18 Ile] Z4! I-,'- L I z '-6.6 Go ^0 3043 8L CO 41- 4n - . - . - \ - - J L 30 Id- I go 9' '-FROM SpcR - - - - -- i.- I - - I - - % 4' f18 --j.' 18' -50' FRON1 SE I 24- A T Lo 8.6 3415 Tyq 00 101 8 to In CENTER' In SHOPPING -u.) 2V LA1,4DIS-C".. SUFFER Lo 110 'to C-4 04 C*4 t FREESTANDING ui L6 C4 3102 FREESTANDING ui 04 N 89`023 669.36 GROUND SIGN BUSINESS CENTER FREE - STANDING GROUND SIGN ---- ---- RK`BENCH� SEATING & WASTE RECEPTACLE 3228 RIGHT IN- RIGHT of- OUT DRIVEWAY Y, - - - - - - - - - - - Am DRIVEWAY STU- & 94�-- CROSS -ACCESS EASEMENT 0 3 24 3_2�40 - - - - r32351 144 322 4 - - - - LANE 75' 170' RIGHT TURN N50' TAPER sz�=PRQPOSED LEFT TURN LANE & DECEL - - - - - - - - - - - - - - - - - - - - - - - - - - ............ .................... .. ....... ........ .................. ............................. ..... .... . . . . .................................. . . ......... «......,,,..�/�r�,_w�« »v.,._«._.W�..�..«„m.,ry..,.�,..»»�»..._�._...<.,..,n,�.�.,.._«��.•..�_m»»w.�.�.-.,.._.�„�.n„uu„�....«....�....«....mw»..»._».�»...,..�,...v.,.�...�..,.�...«.._rr.��,.�,.�..�.._..._..««..�..w.,1.��,�_-.W.._�...._.«...,,««�»»..»,�»..�.___ - - - - - - - - - - - - - - - - - - - - - - u r`__..__,_m _,_,,, w_.,,,,._ ti .,.n_ ,. �. «,,.,,.�.--._w __..__. _ ,w..,n«w_. u »»» µri w.u.; v. m «.m - - - - - - - - - - - - - - - - - - - - - - - - - icm! •f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SWALE ---- FOC - - - - _T8 - - - - - - - - - - X _7 _7_7! --- -------- --- --- *1 .. ........ & N z LLI 153 (L w 0 z z V) > C3 Ld [so IN In J1, iJ ui r -J cl < k JA c� 0) co co 0 LL_ Ld W p � q CIO PQ 04 _j O Qz, rz� Lli :2 C) w 0 LIJ E-4 Q) Ld Nami 44 F- Q) U5 EW*4 0) c) a) @ Q 2 0 uj N E .S� 5 DO.: m 5 F_ c: < a) to L-u < 0 a) ;7 0) b -cT, :ELL u.l c: r co 0 C? c:) Lu 'a U 0 'D 04 uc, v) �: C:) < .0 Nvi *_0 z 0 V) ce) 0 4__ cue) co QW -r=MNMMq 0)0 �70 cy) c- 0 jD (D 0 0 CL ENGINEER' RONALD HENS 11, PE, FL. REG. NO.34836 DESIGN DRAFT -CHECK RMH DSG_ * PROJECT NO. 02072GEOM DATE OCT.,2004 SCALE 1 40' SHEET 4 OF 11 WATER SYMBOL LEGEND STORM SEWER SYMBOL LEGEND WATER LINE END WALL MIRE HYDRANT ASSEMBLY STORM SEWER LINE BLDWOFF STORM MANHOLE VALVE AND C I VALVE BOX OUTFALL STRUCTURE REDUCER DIVERSION STRUCTURE DOUBLE WATER SERVICE W/ METERS INLET SINGLE SERVICE W/ METER MITERED END SECTION CONCRETE SPILLWAY SANITARY SYMBOL LEGEND SAN SEWER LINE CURB INLETS DOUBLE SERVICE LATERAL 6450 EXISTING SPOT ELEVATION SINGLE SERVICE LATERAL - - - - -56- - - - - EXISTING TOPO CONTOUR SANITARY MANHOLE PROPOSED SPOT ELEVATION CLEANOUT ®56.0® PROPOSED TOPO CONTOUR SEWER MAIN IN CONC ENCASEMENT i SYMBOLS LEGEND ITEM DESCRIPTION 4001 WET TAP EXISTING WATER MAIN WITH 12"x8" TAPPING SADDLE, VALLE & VALVE BOX 40D5 REMOVE EXISTING PLUG, CONNECT & EXTEND WATER MAIN 4025 6" DOUBLE CHECK BACKFLOW PREVENTER W/ FIRE DEPARTMENT CONNECTION (FDC), SEE DETAIL 4031 2 1/2" PVC WATER MAIN 4032 4 PVC WATER MAIN 4034 8" PVC WATER MAIN 4042 1 1/2" POLY WATER SERVICE TUBING 4043 2" POLY WATER SERVICE TUBING 4054 8" GATE VALVE AND VALVE BOX 4060 1 FIRE HYDRANT ASSEMBLY, 4- BACK OF CURB, SEE DETAIL 4071 6" PVC FIRE MAIN 4110 4" x 2 1 2" REDUCER 4134 4 UNIT WATER SERVICE METER BANK, W/ 3/4" METERS, METER BOXES, 3/4" REDUCED PRESSURE BACKFLOW PREVENTERS AND 1 1/2" POLY SERVICE TUBING TO EACH UNIT, SEE DETAILS 4136 6 UNIT WATER SERVICE METER BANK, W/ 3/4" METERS, METER BOXES, 3/4" REDUCED PRESSURE BACKFLOW PREVENTERS AND 1 1/2" POLY SERVICE TUBING TO EACH UNIT, SEE DETAILS 4144 8" x 4" TEE 4152 6" x 8" TEE 4160 8" x 8' TEE 4325 TAP EXISTING PLUG FOR A 2" POLY RECLAIM WATER SERVICE WITH 1 1/2" METER & METER BOX " 99 ■ f NOTE. LOT'S`J do I I INFDRMATIO%iA� .� ARE NOT INCLU 1 � K dw ISHOP'PES OF 01 . 1 € I _ 'PLANS 71 OR_P'^E�RII s Ia_ As t s No. R 125 TYPE TOP EL INV EL PIPE SIZE No. TYPE TOP EL INV EL PIPE SIZE 1 TYPE E G 123.90 ,N 119.50 (15") 1-2 113LF - 15'RCP @ 0.407 6 TYPE E G 124.00 SW 119.75 (12") N 112.60 (15") 6-7 60LF - 15"RCP @ 1.00% INLET NE 119.40 (15") INLET NE 120.00 (12") MITERED 2 TYPE E G 124.30 SW 118.95 (15") 2-3 124LF - 18"RCP @ 0.89% 7 END INV 112.00 (15") WITH SPLASH PAD, SEE DETAIL INLET SE 118.70 (18") SECTION 8-6 45LF - 12"HDPE @ 3.33% 3 TYPE E G 125.00 NW 117.60 (18") 3-4 154LF - 18"RCP 0 0.39% 8 STORM R 125.80 N 121.25 (12") SEE ARCHITECT PLANS FOR ROOF INLET N 117.60 (18") CLEANOUT DRAIN CONNECTION SW 119.00 (12") 9-4 47LF - 12"HDPE @ 3.197. 4 TYPE E G 124.00 S 117.00 (18") 4-5 75LF - 24"RCP @ 0.51% 9 STORM R 126.66 NE 120.50 (12") SEE ARCHITECT PLANS FOR ROOF INLET N 112.38 (24") CLEANOUT DRAIN CONNECTION MITERED 10-11 15-AF - 12"HDPE ® 0.64% 5 END INV 112.00 (24") WITH SPLASH PAD. SEE DETAIL 10 STORM R 125.50 E 121.00 (12") SEE ARCHITECT PLANS FOR ROOF SECTION CLEANOUT DRAIN CONNECTION ' STORM 82 W 120.00 (12") 11-4 STEP - 15"HDPE @ 0.98% r 11 CLEANOUT S 120.00 (15') SEE ARCHITECT PLANS FOR ROOF I' DRAIN CONNECTION 12-2 35LF - 12"HDPE @ 2.86% >f 12 STORM R 125.82 SW 121.00 (12') SEE ARCHITECT PLANS FOR ROOF -= m f x.,.. CLEANOUT DRAIN CONNECTION 13-14 50LF - 12"HDPE @ 3.00% I 13 STORM R 125.82 SW 121.00 12" () SEE ARCHITECT PLANS FOR ROOF I CLEANOUT DRAIN CONNECTION r EXISTING SE 119.50 (12") CORE BORE EXISTING INLET & 14 TYPE E G 124.00 EX W 115,15(30") CONNECT NEW 12"HDPE. REPOUR INLET EX. N 112,18(30") EXISTING BENCHING. o � II NA � 1 �{ 51 ' 119 s O (V) 6" DIP SAN. FORCE MAIN (BY OTHERS) r / 16 C REC AIM / r f I/ ( 8" PVC WA MAIN / (BY OTHERS) 7p+ STRUCTURE T OCOEE COMMONS PUD o I fIf RE"SHOWN FOR )OSES ONLY &,, N,,-.LOT "Q"® THE E:VELOPMENT LOT �'D21► vi p H ? 20• 5 120, 0 ® 120, 5 120.0 SANITARY STRUCTURE SCHEDULE No. TYPE TOP EL INV EL PIPE SIZE No. TYPE TOP EL INV EL PIPE SIZE A SANITARY R 125.78 INV 122.20 (6") A-B 8LF - 6"PVC SANITARY J SANITARY R 124.83 INV 121.30 (6") J-K 5LF - 6"PVC SANITARY CLEANOUT LATERAL ® 1.0% CLEANOUT LATERAL @ 1.0% SANITARY R 125:78 E 122 12 (6") B-C 7LF - 6"PVC SANITARY SANITARY R 124.83 E 121.25 (6") K-L 5LF - 6"PVC SANITARY B GREASE TRAP W 121.79 (6") LATERAL ® 1.0%, GREASE TRAP K GREASE TRAP W 120.92 (6") LATERAL @ 1.0%, GREASE TRAP BY OTHERS, SEE ARCHITECT PLANS BY OTHERS, SEE ARCHITECT PLANS C SANITARY R 125.79 INV 121.72 (6") C-F 150LF - 6"PVC SANITARY L SANITARY R 124.83 INV 120.87 (6") L-MAIN 8LF - 6"PVC SANITARY CLEANOUT LATERAL 0 1.98% CLEANOUT LATERAL @ 1.0% MIN. D SANITARY R 125.75 INV 121.75 (6") D-MAIN - 6"PVC SANITARY M EXISTING SANITARY EX INV 111.25(8" REMOVE EXIST. PLUG & CONNECT TO EXISTING STUB, EXTEND MAIN CLEANOUT LATERAL ®1,0% MIN. LA STUB & PLUG AS SHOWN. E-MAT SANITARY E SANITARY R 125.75 INV 121.75 (6") LATERAL ® 1.0%VMIN. (2 CLEANOUT DOUBLE LATERALS REQUIRED) F-M 332LF - 8"PVC SANITARY F SANITARY R 124.90 E 118.75 ( 6") MAIN @ 0.407 INSTALL EXTERNAL MANHOLE W 112.58 (8") DROP CONNECTION EAST INVERT SANITARY R 125.75 INV 121.75 (6") G-MAIN20LF VC (STAR G CLEANOUT LATERAL 0% DOUBLE LATERALS REQUIRED) H SANITARY R 125.75 INV 121.75 (6") H-MAIN 26LF - 6"PVC SANITARY ABBREVIATIONS LEGEND: CLEANOUT LATERAL 1,0% MIN. CAP G= GRATE, R= RIM, A= APRON, S= SLOT, W= WEIR, T= TOP, INV= INVERT, STR= STRUCTURE, RCP= REINFORCED CONCRETE PIPE, ERCP= ELLIPTICAL RCP, CMP= 1-MAIN 7LF - 6"PVC SANITARY I SANITARY R 124.83 INV 121.30 (6") CORRUGATED METAL PIPE, ALCMP= ALUMINUM CMP, TH= THROAT, B= BOTTOM CLEANOUT LATERAL 1.0% MIN, 1j2.0 ( MAIN I 12.0 112.0 1 aD n aD 112.0 VVV RETENTION AREA/ DRAINAGE EASEMENT �7 POINT OF SERVICE FOR BUILDING I I 120.0 FIRE SPRINKLER SYSTEM n v y ) 4152 s 14 - 120.0 402 4060 I I I 4134 V 8 413s ui z j# RETAIL SHOTTES FINISH FL EL 126.00 _go-- LMda Y o w r�^ �y is U "1 � w Z U. V-t >w; 10 11 2 o� LOU 9va9v D O N aaD LOV6 0 -120.5 120.0 262.5' 0 O f A9 V `Q a 1^0 CLz ow# U3 N V Z Li 66.8' 262.7' }{ ,r u 1 � y I n 4060 s xpx ( 1( u^ N d' s1• cL) el iI 4�fi "k', N ,w a 1,..",N`d� COJ w'I II k � :�•t�,0. ,t�;.'"".,-r3 FFF 6" DIP SAN. FORCE MAIN o i❑ �� . I i - - " ---,`.�A - - ;- - - - (BY OTHERS) 4ri ci ao ri h 96 - _ %_ T cil4 I G -7f N- $-5 717777 �I�____�� .w _ ea - /p M ' jr �Yr 1� \ W W W W - ?-- If -ilk W w W W W M M M M -Af # - "--�-Mh -.. -.AL-- ® EXIST. 12 WATER MAIN - - - - - - - EXIST. 12" WATER MAIN 4001 I - ` EXIST. 12 SAN. FORCE MAIN It.; $„ _ P r € ...J 10-20.5' ► IN LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB BM - BENCHMARK BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED d - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CF - CONCRETE FLUME CHI - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY DE - DRAINAGE EASEMENT D&M - DEED/DESC & MEASURED DESC - DESCRIPTION OP - DUMPSTER DW - DRIVEWAY cE9 -ELECTRIC METER EB - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FFE - FINISHED FLOOR ELEV. H - FIRE HYDRANT L - FLOW LINE FND - FOUND -G- - GAS LINE LM - GAS METER >- - GUY WIRE ANCHOR } - HANDICAP PARKING HCR - HANDICAP. RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD CL - ARC LENGTH LP - LIGHT POLE LSA - LANDSCAPED AREA MEAS - MEASURED - MITERED END SECTION O - MANHOLE ® - MONITORING WELL N&D - NAIL & DISK OHE - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK (P) - PLAT PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PI - POINT OF INTERSECTION POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONC. PIPE R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE ❑ - STORM INLET TO - TOP OF BANK TP - TRAFFIC POLE - TRAFFIC SIGN TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE -�- - WATER METER sf - WATER VALVE ........................................ ....._ ,.:::.,....,..,..........,.......,...........»..........................,._.;:;' ............. ''........................................... .........,...................................,......................... .... .,.... .................,.,................ ............. ....................... - _..._.,.._..........................__............................................................... ..:, EXIST. 6 SAN. FORCE MAIN ST,4 T.r' _ROAD ,NO. 50(COZONIAL -DRI VE(150 } R SITE BENCHMARK # 1 EXIST. 12" WATER MAIN -•� IX) ELEVATIONCUT ON 9.38 " /- ------ - -- -- ---- ----------- -- - - --- - - _ - - - - --- ;�la❑ \--------------------------- -----------------� ------------- TB FOC FOC � „ --- --- - - ----- - --------- - I -- - { - - . -=7m ==.ar •rr :.e-�,�- -- -,ac -ree -me -nc =roc --_wc ••" w bY- .. ,.........lm ._»..».-.. _.,...._... ,,..., ....»,o,,,. ........»»»..,,,»,»„•. .....,.....� ......,...,.� ,.».....,,.-. »,,,,,,,,,,,, ,,,,,,<..,,..< ....-,.,...... .. '^_._........---rc _r�cc -rec ,oc rs -ra -nc=+aE-�•--•K-----+oc -roe -iac -roe -roe ....:, , m .»....M .. ......., .....,. ,,,,,,,,».� ,., .....«. >,,..w»,,, ,,.�,,..,..,...,�<, ,,,,,,,,,,,,, ,,,_,..... . ,».,...»., ..,,, ,,...' �` __..-.,. __,.__...__ ...., ..... .�., •-- roe roe rs ,s roc a a � roe _ _ �� W�-. __.,.._ - - .,,,»,.., - _ �..,.. W..w_ ._ .. ,., ,..,,,» _w_. wxw __�m.._.w....,. W _ _,w. .- w.. •,_.... _ -__ »Y.., «,. ..__w,.._ ....»,,,,». �__ _,. s,.v.,,..,w _._,... .,.._ ,__�,w ,_._»,..._ , .,v..,w.. __..W » N.v. w ._,. _..__ - ,,.M W.... -_._ »,...»,. _<.,,«.. _ _ ,,»,.,».,,,......,». ........,..... <...,..,,,,,, .,............-.-,......... ,,,»»»..,. ............» ,.,..,.<.,,,.,.«.,.<, .......,»..... ».,.,».».-. ........».., _,,...,,.»< , ,.,,....,.,..,..... ......,..,.., ,,,»»..».,, .......,...... .-.. »......, ....,.,<...............,. .,F...,»,... ...,,...__. „«,,,.,...., .......,..... �.K..».w.,. ....a.,.,o.,. ..»-.,,...., ....<.......� ............. ....»...,.,...._ e z I- 0 v C N n- w O z Z p W V) v Z O U z a } r C4In c� O w W ir IQ _ cri. C, A O LL o x W o�7� � o o (Q �{ o O On a w L! o 0 C!} o c;d o S� C0 V O s ON S✓ W 0 tl D Z O a Iz 2 o o LU N Q Q Q a) U Q0 a Ljr- LL Lb N Cu c 0 00 �1 �' � o uj ,00 c Lu 0 o N z X u � c� I O _ ® 0- C?_ s v- co al Z3 N to IL ENGINEER RONALD HENSON 11, PE, FL. REG, NO.34836 DESIGN DRAFT- CHECK RMH DSG PROJECT NO. 02072U TI L DATE OCT., 2004 SCALE „ , 1 = 40 SHEET 5 OF 11 - � &mz�- =;� (----, .1 *1E - C. �� - 6.2--` r2l NORTH 2'x2' 13RICK COLUMN, LOT Q P, 'L TRACT P 50' O.C., W/ 6' HIGH .0 .0 I" - (�� LIVING WALL BETWEEN I . " OCOEE COMMONS PUD \�,-/ I . 5' ..VARIES,, VARIES s � VARI .61?.1�, (-� I" 14! -L Z-,WS7 ,ORY _ RETAIL BLDG. 'CONC.'Z5'-17'j' (24!-36') " (8'-32.8)7���Kl' . I R17,0VAON 0 FIN. FL I S/w LANDSCAPE- il� -GRASS SOD I EL 126.00 2% V-CURB -',,,\.\ ---�� GRASS Soull."t I I, Jk: "N�-� � - ±2X 1, 14, , -- � TOP OF WALL I c. 3 -- \ \1411 EL124.00 EAST PA LOT Q - PROJECT SITE I EXIST. MEDICAL ±65' - - OFFICES 4.5'.. EXIST. PARKING LOT w (D ----/ - � I t 11 I . ( . z .11 , --) �­, . I ­'. , ,,,,, . E - R cn ,", � 11 I PAVEMENT SCHEDUIE - - - - - - - -I,— ORGANICS. FILL & COMPACT TO PAVEMENT SCHEDULE PAVEMENT SCHEDULE - - I-- , , --- '� . , - Ej , ", �, :, -,.�.�r, ,-­�, - - I z1r/sr a, , 957. MAX. DENSITY PER AASHTO -4'��PROP. PAVM'T, SE -7--� - - z E3 .- �� PROP. PAVM'T, SEE I I EL 120.0 \STRIP & REMOVE ALL SURFA f I PROP. PAVM'T, SEE- 0 - - -� '�,-- -- � — - - EL 112.0 (:) -�, ­' ' , . SEC'nONS STRIP & REMOVE ALL SURFACE MODULAR BLOCK T-180 IN MAX. 12" LIFTS = m -- ,,� � - ,�::, j , � I'll, , ORGANICS. FILL & COMPACT M r -19- ,� 1��. 1, ,. . 95% MAX. DENSITY PER AASHM SECTION A— A � RETAINING WALL � - - - - I SECTION B— B SECTION C— C Fn d) om "�-"" 1111, �4i�]`, ��:� ­ -, 1 5; Z 0 , ,� tl ---- -;­� I I I , , . - I - � � , CC,� , 1� I TYPE T-180 IN MAX. 120 LIFTS NTS I NTS 0 NTS Ld 1.", -7 LEGEND 0 (�) (�) 0 m 8 m, ,-,�',,', ��,, , ! r, I mmma ` �� ` . z In 7,-" - � -, , I I , �! �-�- ,� ­­ 12' STABILIZED SUBGRADE a - �- ;—�� I , �` - " ` " i**1 *� " "'.11", �11111---'11'.11*i`-.` NORTH NORTH C4 �: " , --�in�*'1-0.0�1`11 �1'j t) .... ,��*��-", - MINIMUM TYPE S-3 8" LIMEROCK BASE � �� ��, * ", 11.110".1, 1 1/2 WEST �,­ !�'."***, ."',,',",*0 ,,�".,-, -� - - - .. , ... - m-fl ,,* -'. � - .*,, -.,,, COMPACTED TO 987. MODIFIED .., ,�,.�.�,,,,,�,,,�.�,,.';'��f.%..� 1�11�,-��, ---� LIGHT DUTY ASPHALTIC CONCRETE COMPACTED TO 98% MODIFIED W, .I., . .,, R W PA 0 �� ,., - jo PAVEMENT MINIMUM MARSHALL STABILITY PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER R u �'� � ,-,--.� q t­��,11 �-. - M, .......... . . . . . . . . . . . . . .­­`.1':::...,. �.11.:,1,1-...1,1- 1500 LBS. , LBR 100 (PRIMED) AASHTO T-180. LBR 40 1 STATE ROAD 50 _ I JOT O-PROJECT SITE STATE ROAD 50 I LOT 0 - PROJECT SITE LOT D2 LOT Q - PROJECT SITE .49 �1­ �� '1-',,-.,! 1� '71- J, - ., .11 ,- ., 2 MINIMUM - 8" LIMEROCK BASE 12" STABILIZED SUBGRADE of -0 o- Im --w -0 No Im --.M*-.dll- i i -- ix �­­ I I . . . ..... I � r ­ 11 I SPHALTIC CONCRETE COMPACTED TO 98% MODIFIED COMPACTED TO 9137. MODIFIED I �, , ­��­ 1, , - � .. ,,; PAVEMENT M NIMUM MARSHALL STABILITY PROCTOR MAX DENSITY PER PROCTOR MAX DENSITY PER EXIST. PAVEMENT.., 43.5' I, I -4) W LANDSCAPE / .0 EXISTING ACCESS EASEMENT 1 121.0 - - - - - - - - - - - - - - - - - - - - - - - - - C3 , �:, I- .0 , I w .., I'll. 1500 LBS. AASHTO T-180. LBR 100 (PRIMED) AASHTO T-180, LBR 40 14.7 GRASS SOD 4 ) PROP. PAVM'T, -- . 9 cn 1-4-r " — I zz 1� - . , 28.8' 1) EL 128.50 ZWS,r SEEPAVEMENT -119.0 - - - - - - - - . a?'wz' ,VARIES-6'-2' 5' CONC.,, VARIES 41 �� OD C3 !-> I �� / ` ' / - STATE I 11 I � WST, — 0 frf �, ,,',,,,.,,, "", �,,' - . - 3.11 11 SIDEWALK PROP. PA EXISTING ACCESS EXISTING 2' VARIES 4' SCHEDULE .... ..... - .. < ��­! , ,,,- I , 'e" IMPROVEMENTS PLAN 11----­� 2 iowxm� 11 11 A IL .L .& . * / " FOR PAVEMENT DETAILS () I ')i (I __ -/'11-1'1/, "X/ s " SEE STATE ROAD 50 EL 128.2-t T 2% 4��� ?z -I -,-,r,',,,` PAVEMENT � - SEE PAVEMENT IcIr/sI., .1 ­ -I ` I I * '* � . ul�� , , " , � 1111111111111111.11111111111 SCHEDULE "*: I I I /I -1,111, � , g1 I --- I -­ 11,11,1111 /2% s I T - - - .1 ", 1 - — ­ - - . ­­­'� �� cl_-�, � I � - - - .—:=::::=== \- - ­­,", � I ---- - I t I 11 ... � I I �­ J.-� )I I ------- llbO---- " - - - - - /n,- I - I / '11" ;,--.r - - ±2Y I . 0:1 �� ." It 11 � I ;�. - 6 J14' - A I - - - - - " 7, ,'Z � -, � 11 �� r-:) , I I "I .1 I " - - - - - -�- - /1 / SAW CUT. REMOVE & _ EL 127.91 - - - - - - �� , . - ---= I _ 1, DRIVE TCONC. OAX -27--1 - T1 .1 .1 �� I ---- � * ,- �� ­' ­ ., ";;��=- 2 �*' R.IES 4' I� I I �L' 0 ; 0.40 _ _" _ _ . . . � � . _I 2� _ __,.� I I _, : � M � --- - .M _ . 7 EL 1 27.91 10 )( . , ��. � . .. 11 - �1� Ae. * Isr . I wr: I .- I , 0 OA -1 I , . - - CNI I i � .. : .�,� It -1 . ,�� ,,- / / 4' PAVED SHOULDER U : - - � . "I d;:l "I I I -- ,­� i IcIr . ' , - 11 �, 00. Ili, i DISPOSE OF EXISTING op . > , ..�,�.� 111". .. ,., ,,, , ---------- I � I 1�1 , I PAVEMENT SCHEDUIE - V­C'RB-- - ___ --�—= 7�(�­` / I [ / P�ROPP�AVM'T. �SEE ,W.4,0-rJ - . --- — 4' � I + I I . , tr ­ / i / k ! .:. , I -, — ,-- ­­­-1, ----I- P ,`/ I k , I I � ­ " — ,— — — — — — — — — — — I j I : . I L" ­�, : .1 , --­7�­- ­­­­­- ­ ,-,-----, ", . � & LANE STRIPING SECTION D— D SECTION E—E I" I -BB IE I.' I — F > RETENTIO I �� I arl"Eh— 11 01" SECTION F : �1'1. I 0) .. , 11 - - --- - ---- - - - - - - - - - - - - -, ­ -.11. ) 11; - X' 11,21, ­­-411 NTS . NTS I NTS I ,.I I -----/-- ---- -­,�­�­ ,­�=-=­-­� ..­7­-:­-=,z- z­�­­7-1'j 9. 0 .. 4 I IL � i ", , ,- co i . 11 - -,----- ---" ­1 ;* 1111'1-� I , - "Ill" I ... *­ � t - - - - - : , - � I F . 1. - � � I I / " ! " - 1, � - ­1111�� ....... -LA m E------ I ------- . 1�r I . . " - - - - - - - - -- - - - - I - - - - - - - - 120.0---- 1� �, "' -� . 4 N . I � ! ..." / - ,� I- , - IR : : I - i , -! I � 1, " 717-7 ," I c r : . I � - -- I -�- - --- I" I � ? : I .. / .1 I i � � � I ... . 11 11� I . / , . �­ rill , : . / 11 11 . *1 " 1; ....v : " — — — — — — — �,,-/ �� : / - - - - -LvU- 9-121.5-- --, \ , : I / . .", . . , :/ / \ � . . . . . . I- - : 11 WDI \�, : ; i / / / , - - - 122:3 - - - - - - - . V P"-;z i i : , " : I .. I ., I � / - \ \ \ I I .1"'i p i , I / , I .,o � 1�. / / I / ) \ I 1 ., , i . f 4 �� / / I I k I , I a � , t, I � -- � , . I \\ zl­ I I I I ? , / I �,- j ��, I \\ / / / / / / / " \ \ I 0 i I 1, I \\ It / I I I C; I � , ., , I ; � 11 I (v � I i­ I I z i—�/)­­­., - -.� . T ! 1 � � 1, ,�� ,�ii ....... 1.1--.....'­..".., ­-,�� ,, I I . . 0 1 . / i I I " ,--: I I ,� I - - ,I 1. , .. ).�q­ ... - ... . .... . 1-.,-,--,/ , il I ,�! � 11 � - - 4, --- � . EAST PA LOT Q - PROJECT SITE EXIST. MEDICAL CT S' PATIO --a all 'E A EE ARCH LANDSCAPE G .L GRASS OFFICES PLANS It SOD RESTAURANT , FIN. FL f 1g-.9, 16.51- 30, - 30' I. 4'- 6.5' - 11 EL 126.00 2% ,, I I � �±.V­ C U R B -- _� w.- I T s.. ; ----- " If--- . 1 —� _ - - - - - - _ �� ±2Z __�t�±2z SYME30LS LEGEND 15004 ITEM DESCRIPTION VERTICAL CURB (V-CURB), SEE DETAIL 5030 CURBED SIDEWALK RAMP, 12:1 MAXIMUM SLOPES, SEE DETAIL 5032 HANDICAP SIDEWALK RAMP, 12:1 MAXIMUM SLOPES, SEE DETAIL 5040 I CONCRETE DUMPSTER PAD NTH 6' MASONRY SCREEN WALL I ENCLOSURE, SEE DETAILS 1 50491 2' WIDE CURB CUT TO ALLOW RUNOFF TO FLOW THRU. I = 11 - -:bvl- - + - 44�� - - - — 4 9,0.r ''I'll'':"iil�11111�111111111 - 4.� ---, �, '', I 11 11 '*-�� � , 5 CONIC. SIDEWALK . .',..,­-.,­­­..., ... .., — T8 � 1--i ;� I - I " m - -- / �-4 � (:;� (I ,C,rIS7 VRY,9Z�WNAON 0 ,VARIES, 5' 114v! th - I 4', VARIES, 5', � ExS7 ,OR.1,9f �Twlavv I � I * m 11 EX`,'.-3'T ` 1­4 L,� ,,�, i I TO 15' TO 15' " - I .,".A*`-.".--.`S -L;-`**'v � - , ", - "', * , , N.� --�-,­ " , ", -'.­"�` ,., ��, 11q- TO 95% T 1 t I I VARIES, EL 121.0 -j .- -­ I , � "'. - J,.--:.,-�-,,­1,.­-, -..-., .- """, ""' ­.­t, "..,f .­"k " "I" 6� 0 (z) 11::� � 0) MAX DENSITY PER AASHTO TO EL 123.0 .11,�..., ., I ,. I., il ..-."�.-, "', . -1-1� Ll- �o I T-180 IN MAX. 12" LIFTS zZ 120 0 . 6. 1 1 ZZ 120 0 A / `�' : ­­ [.,�-'.'-"`.-,E �*"'�"..""�S'.�l"*.""..,N I'�*",.,e��ll"::.",-.,.,-"", to LIJ '�� ,:� fz� �� �� 0) c\2 - - , . ... - I / I..."' -.1, 11 w C4 , - - , ! ­i �."..... < Q) -,:v �o I ... m I — I - , Lj- , ­1.1 � ,---'-11' 1 6--4' �11�� I ; -1 , " I f I - - - - - ----, , At, I I UIV L7-- Lr I � , I P CD E,o U-1 � 11 - ,� I - � , , 11 A�� . 11 ---.-.:-, (z) ,.4 '-'�� . . . . . � �. -----� ," I I ; ,% ,�, -1-1:," -- ----­­­11­ ", ­v.-.,--- - - - - zZ 112. 0 , - zz 112 0 w , -�..�- � .� I - - - - - - - - - - - - - - - - - - I <�� 1:� ---\ . I IIQ� 11 ! 11 ­­- , I - I I / " � - - - - "-No ---- NTS ? Q;i 0- 61 � /I � I � i 1 - --- 2o.5_ _ � 11 '60 tu . � I I - - - - . I Q) : I I if I 1 / / ,,, ,------ ---- ofto*� �-�- -I " 1. ::-- I i 11 "�� I I I I /"- -- ------- - - -� C/) C) : . I --* z Q M 04 . 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I ...... - -*"­­""­1-`­'�-­ .......... - '* ... -­­­ - ............... * ... ** ....... ­ , ­-­ .... * ........ *"** ... . "' '*­­­-­­, - ... ...... ­­ ... I r " - - - - � -.1-11, ...'..' r11 3 --�,�,t� .-. " -I *Ill* ­11111111111 111"1* 1­1 --­-­­­­­,­,­'­ "*",*,--,*,""""",,*,*"",*--""-,...-..I .... * "I .... - - - - .. �6 .... ..... ......... I ......................... . I .. ..... . ........................... . . ....... ­ ........... I 1.1-1 .... ­ � ....................................... ...... 1.1- ..... I .. — - 27.3-1 �,'C: - = - - - - - -, , - .."l..'..' ... ....... * ..... . - "i * " ,iln:� �-,`a`. I - 11 - - - - - - - %� - - -4��, �T - - ----44- - ...'. I 2 8 � 11 -� . 11 ...... >�­ ..... * .. . .......... � .......... - - ... �.. HENSO?( It,, PE, ' - - . "I'll" / .. .. .. 90 . 1 -R. --,,, -,� - �< 111z �.�' RONALD FL. REG. NO.3483( z f� - 1 ,�� , ,1­ ; . I � . -­�. " ", I 11­� � � ­ - �:: c '. '� "'...."I'l �""�-�,.*'.""...."�.�'.'*""",..,-.'....'��'..�.....', 11 2'. '. ­ , ,�� ", , .. - � , ,:I - ,7, � - ". . -1� - .... .. 2r �i5 1 , ,­ ,� � I .-2 � . t . -s- I " " -1) TA '77 T7 ROA I 2 8, "' SITE BENCHMARK #I 1 1*2 6 � 4 8 � q DESIGN . DRAFT CHECK I _D jVo. 50 "BOX CUT ON CURB " 11 :2 ', '36 2� I -M5�0-11 � - _; RMH DSG - -' , , � /. I 11 2 -,"' 4 I -7 - . 4 ­ � -1 -e:� s.z --21 -rj (COL01VIAL -DRIVE) (/6-0 -- RIX) � 9 � ; ­- 3 )�� -, .,) , -1 �,� 1 '127-45 1-1 ELEVATION = 129.35' � 2/-4- ­­l TI: , � - I -1 � "'L.;­ c­ "'�­ - - - - - � �' - - - - - - "I /f 11111,7 �*j — - - - .J12 �'" )<1 123,24 `-� - -, , /" — — — — )� — — — — — — ,� —, — — . :�F,i� . /­­'­­."�'. ;.e . PROJECT NO. ... " .. I ,, I If ..� - ? 8,4 6 `1 , jr � ,� A. , � .� ; -, 45 - - I.- ". � � . . 1�,'� ­� , '­& 11 ---�,, �� z /Z ­.,� .. .... .... . -­­ � ui �,`�,­­. - - - - - - - - - "I 26 7 ,�r 1 2 7 A0, --�*"--i5 - ,',-,,4 )� t ', 2­1�, 9 .­­ , . ... .'$ 1�­ �',.", 83 .1 �.,­.. , . - i� , ., -- - - .. '. � * ,:,. . . _ 5'� - -, , - ., A . :.... I / - -"- 11 11 ­ �Wl , 1i I I 11 ------------ 11 — — — — — — — 11 2&36 I - t 9, - , , 1:3 - .: , .- x� . .", 1. I , , ­6 . .� % . "':..,"'. , 1. 14 , I I., 1� I D6 N i 2 6 �2 -- - �,5 - - -, I 4 I , I �) I ", - - - 'rl� - - - - - , , � -� / I.....k 11 - ,�< . .� - - ­1� - - - - - - - - - - - - - �� - - - - - - - - -- � - 4 � 1 :,�:,­-­* 11� ,,7' .L . ' � , I 26,2 ­ , -B , - *1 27-96 1­ --zo'T 9'�� 1 �4 DATE e-i 5 0 -T — ­46i-' Z,.�,,a '--' 68 ` . � 112 .e I � _ \ , -SWALE e� - - — - - - - - - ..." .1� ��- - - - - -,�� - - _ _ _ '26.0 -i,�- 12`��_-;�, `27 4 4 1�1 , I 2 �'�6, 7 7 ,/ !�� -- - f.t% - — " i 2­7 15 4 " % .1, 11 - - ' -' . ; ­ -T8 �' - I',- ­4r�l :-- — — � � — 1:� v6o, I "�, _ I � - t-2�.5 I I 2 7� -, I I - - - " _ — . - OCT., 2004 �, .� -1. )� - , . ---- -- - I - — 11 . � � - T� -, _;44 - ­­ - . ,L� --:-= =wra= -, '? 7 �,� ---- � Zi A"�� - � � - - . --.---T7Tc — - - - .. ­ - - - - - -I- - -=-- =ac . , - - - - - — 1-1 - - " �­ --:- 1 . - , -- - - , %., FOC .. == - - 12".5 .* ­ ::z : 'Z.-D — - -�- ==— --------":-' - - -,, , x -, � ­ - ==--- -=--- -F=-=-- li's, . — Foc : . ZI - - - - -\ - I - - - - ==,.�--=;w- -4 ­1,j,,E- 1, � ­ - -= - ;� - �- �Iw­ . w —­=--­-,.e -=a -- =-�w ��m - ------fw-- mr-----ft- -'mft � ---=-­fE-----=w —m ­; === -- � -, � -1 -m­� �-�- -- Z-= — -=- , --==j�,­�, ,,, " ... , ��,)— I 7: 7: �,, .7- - - - �. m = Fm - -- -::-,.; -=�-- -- -- —ft - -;t - — — — — " — — — — — — ,— — � ­i7i,J SCALE 11 . — ­ `- ,-, 111 2 6-��S 9 ,xj - - — - - - - - - — - - - 5-5--�-!!-7�-­!:--i2��- - N�!--- -- -- -- , ­; - - ­ W4. — - - - - - ", - - - - , ./ - ­­ - - - - - - - - - - - - % 16, 15". � , . M m ­ .:1 I i al �5�,—, ` —I 11 , , .. -, �, . . . "I I — — -----��-,� — : ---!�- � -r)zz -, 6— — — , .-- — — — — : . , I- — — ,Z/ � , I - . I � I I 11 � . - \-5�C� :, � ! SHEET . . " � 3" " -' & G11 T7ER .\. I - - " 12 %84. f , 1� I . V, .-..3­,'3`2 - 0 , -.1 ... ... ", :�.... � .. � �,'­:'­'-' �'�:.'. �"? .Is......!;..'.'..- - -- . ., " . , - '.1,11 ­1. (31,1­ 1 i'm X ­�­ � T'�- �. I I � ` , ---:� — " ; 11 ; � ,,, . :I. ., I ''T, — — - .1 11p, ` I Z,',`,7'9 � I , " ­ �,,� I ..", -" *"........'.1; ..." I. "'.., I � -- - , ! � . - . ..", t�-, - j­� . i . , .. . - , .. 1� - . - - ' . ..... ' - - " .1 7, . -�.-- - . ,,-. i I " " 1, � , 11 ..- , ; . ..".. ' ­­�,"-,,4' .."'I'LIM""i .1 ­: 5 - I , 61 11 ;,� -,F�, " \ ., ­` .... ... 2 7- 7 `3 . , — --r — - . I ,,4 ,,.-.,.-.-, �*.--­Y­vv, " - . . , - — -it — — 1. — — — 1 = 40' .., . .. . . . ... �`�Y, -�:7 71�D — 1��13— �� I ".F ,-, , , ,.� 127�75 51 �78% , . 6�? .., ,I - "' I �' 'It- ,N" = 1,,i- ­­­ 11 17 - . ......... �- CC'': 1 Z 5 ----- 6 OF 11 .'.1.1- 4�."­ A I p'..) �� I I - c, "Q 'W11 i . N r - - - - - - -125.3- - - - - U.- llq 124.85 - 0-125.21 0 -125.0- - lo .85 25.0 0 1 0 n L01 19 T PROPOSED BANK Ilk 4 1 5.0 A� 80ti 11 0 - - - - - - 125.3 - - - - - Iax 41 to cil 26 f .10 . .... 1065 II 1073 cel ACCESS DRIVE PAVEMENT SECTION LEGEND TYPE 0 S. R. 50 3 1/2* TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE W1 1.5- FC-2 10- LIMEROCK BASE (2 5- LIFTS) COMPACTED TO 98% MAXIMUM DENSITY 12" STABIL12ED SUBGRADE COMPACTED TO 98% MODIFIED PAVEMENT OVERLAY, PER AASHTO T-180. MODIFIED PROCTOR, MINIMUM LBR 100 (PRIMED) PROCTOR MAXIMUM DENSITY PER AASHTO T-1130, MIN. LBR 40 S. R. 50 1* TYPE S-1 ASPHALTIC CONCRETE 5' LIMEROCK BASE (11 LIFT) 12" STABILIZED SUBGRADE SHOULDER SURFACE COURSE W/ 1.5- FC-2 OVERLAY, COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-18D. MODIFIED PROCTOR. COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DENSITY PER MINIMUM LBR 100 (PRIMED) AASHTO T-180, MIN. LBR 40 ro Pol A v ?ro.ID .0 1072 GENERAL NOTES: ll�o 04 -- - - - - - - - - - - - - - - - - - - -126.0 - - - - A. ALLCONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL CONFORM - - - - - - - TO THE FOLLOWING: 04 - - - - - - - - - - - - - - - - - - b FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. - - - 1- - -124,0 --1250- - 25,2 N� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION AND MAINTENANCE, AND cl) 124, 1 � _7 V�l X U11UTY OPERATIONS FOR STREETS AND HIGHWAYS, LATEST EDITION. co FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHAB., .25.3 x b 4MB x I I LATEST EDITION. B. ALL MAINTENANCE OF TRAFFIC WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO INDEX 600, CNO 126<00 x co . ... . ..... . . C17:1 S l_ - ` - LITILVFY flEA, 613 AND ANY OTHER APPROPRIATE INDEXES WITHIN THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITIONS. x ID Q) cl) 12!,7 17 7. (11 C. THE CONTRACTOR SHAH NOTIFY THE FDOT LOCAL MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING ANY CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY. 0) 4255-9,, 9 jr uj 3 1 '28- D. DURING CONSTRUCTION ON STATE ROAD 50 THROUGH TRAFFIC MUST BE MAINTAINED AT 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Ile ALL TIMES. X < .. .. ...... ...... . .... . .... CL ..... .. .. ------- E. GRASS SOD (BAHIA) ALL DISTRUBED AREAS WITHIN FOOT RIGHT-OF-WAY. ui 12& 12 F. WHEN HYDROBLASTING OR GRINDING EXISTING CONFLICTING STRIPPING, IF DAMAGE OCCURS QL TO ASPHALT SURFACE, AS DETERMINED BY FDOT, THEN THE LANE WILL NEED TO BE MILLED (may O 11Q i25,97 1- 2 -17� 1 7 AND RESURFACED A FULL LANE WIDTH FOR A LENGTH DETERMINED BY FDOT. 2 <5, LP '71 rzr4 X 6_4 2 6,'7 G. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, SIZE AND La E-4 5. LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. NOTIFY THE ENGINEER OF ALL ti X 54 26-2 4 125_� DECREPANCIES. L'26. 2 . . . . . . . . . . . H. NO LANE CLOSURES ON STATE ROAD 50 FROM 6:00 AM TO 8:00 PM. �Z/ , " t s FOC F0c 2 e5 '12 "17, 3 2 7 x R ------- 2, 6 9 x., o V) 1 2 7, �8, A E�*s%l`, CURB Wuc 12, w 12" 9� NORTH R Tjf,-n-rr �­r -:ppr4 CT Q nn STATE ROAD 50 TRA N• 4:M - m PROJECT SITE �A I EXIST. PAVEMENT- 43.5' LLJ • MATCH GRADE 4 �4.... 444y 1 14 7' 28.8' 0 EL 128.50LIE 4- EL 128.2± itar . 29' 2% ml P > EL 127.91 1_5 7 j .3' 421fl".60` N SAW CUT, REMOVE & PROP. PAVM'T, SEE qq� IIQ DISPOSE OF EXISTING PAVEMENT SCHEDULE C� 0 4' PAVED SHOULDER t -D LANE STRIPE SECTION D C) + NTS RIGHT TURN ARROW TO BE REVERSE NORTH PAVEMENT ARROWS R,W Lonn 1 i STATE ROAD 50 TRACT 0 - PROJECT SITE �&4 T EXIST. 4' NTS LANDSCAPE c\I PAVED LANDSCAPE GRASS SOD - - - - - - - - LDER sc; ROL) 126.3 SHOU GRA -125; 11 21 1 11 1 644 8m THERMO WHITE/ VARIES 6'-2',. 5' ! CONC. VARIES -12b. - 4) 125.8 18 THERMO WHITE SIDEWA 0 ----125.0 25. 0 7 ,2% V-CURB 124.85 q ±2% 24.5 O _Jk CA7ST wxazLd 110- -126.3- - 45* -ab 8" THERMO WHITE 20' SECTION E- E < 7 12 1097 NTS .5.5 5.00 11 *0 10% 15 DETAIL A GRASS SOD, 50 1066 ........ .... .. . .. .. . GRASS SOD KS fx N.T.S. 095 CD a) 10 8 ASPHALT DRIVE 4! PAVED 4! PAVED M 4 SHOULDER SEE PAVEMENT SECTION" SHOULDER 10 26. W cl E L: .4b* i\093.. , 3/ f (D -0 C3 < - - - n E -126.0- - - - 4 426�5- 2f F 116011 2&. z Q_ -127.0-- 0_ 1102 GRASS SOD All 0 2 27. 27. (D S2 b- 27.0/ 103r-1 1) 1091 11-1 DISTRUBED AREAS r ( E Lr) c)) c R WITHIN FDOT R/W �127.5- 1106 ?4l 101 1090 I-R1,11 ui 11 127. 1 99 EX (y) a) 089-/j 108 SECTION W- W > tn lo;l 4 Z� c: < < .0 .7 NTS 0) 100 A I ==P Lu 108 __j z 1085, NORTH 0 o -1 2A v v Y R 0 E--- L .h IL -7 0) '6 < 0O n S TE ROAD 50 :�fKl GR GRASS SOD 0- 'T ASS SOD ��!,3_PAVEMENT - , 00 EXIST. PA /EMENT_ 12' 2' r n �x TRACT Q u- LZ x :ATQj_--_m 4' VARIES 5f MONC SHLDF c:) zX1, MATCH G 0 x S/W Lu 10 04 0 0 21.I .9 --- ----- 7> - - - - (V 1 26�1 5 Lu 0 -,vj�p v- N. - -3 C, - ­ 4- SAW CUT, REMOVE < ZD 1 `5,26. le?OE" V) c: _31 DISPOSE OF EXISTING NEW ASPHALT, 04 12 6 3 0 .0 --- - - - - - - - - - - - - - - - - - - - - - - - - PAVEMENT SECTION 0 cn 1-0 2� 5.7>2, 4' PAVED SHOULDER (D U.- ........... & LANE LINE 0 .......... .......... . ..... ............ o SECTION U- U 12 &,,9, 00 ........................ ........... 12 8,55 8 271 5 264dl 5, 5 2 NTS SITE BENCHMARK #1 C? "BOX CUT ON CURB 0 ce) ELEVATION 129.35' x 12 6 4_`l s pa (y) 127, 823 c 0 C) 128,46 i 7 "M 128.,36 x 218 127 9N`3 127,5 2 7,;6 7 c x 0- 0 127, . 4 126.0 127A9 1 21 &,3 �77 - - 2 _5 a- x 4-4- 4.3- 12 7, BROKEN WHITE LANE LINE 6- X ENGINEER ct 71 i, ,Vll� 25 -2 6�_ 12 -7.7 sq YELLOW EDGE LINE _F 127 12 -7, 84 30'll!�1_30'llQ:i 30'1 H-4V Z*35', _T v 4 0 k120-01 -E DOTTED LINE (TURNING GUIDE LINE) ;76 RONALD HENS 11, PE, FL. Rr�G. N034836 BROKEN YELLOW CENTER LINE 6- WHIT Illy P _E m = m = IIIIIIIII IIIIIIIII m j10'1_30'(10'1 30'119:1 30'110:i 30' DRAFT TWO-LANE PASSING PROHIBITED DESIGN CHECK s SOLID WHITE EDGELINE OR LANE LINE ff (YELLOW) RMH DSG 7-17 _F PROJECT NO. SOLID WHITE CHANNELIZING LINE 02072-SR50 EXTENSION OF EDGE LINE T_"_'DOUBLE SOLID YELLOW (OR MITE) CROSS -OVER AREA THROUGH .1� . DATE tt®_F SEPT., 2004 -10' * WHITE OR YELLOW SCALE 1 4010 PAVEMENT MARKINGS NTS SHEET 7 OF 11 CL Type A Or B Riser CF Type A Or B Riser 2 Additional Bars A I Bars A Short Wo ' (See Section B-B� 2- *5 Hoop Bars Top Slab Reinforcin Supplemental Bar A Or B 5" 0. C. (2 Lop Splices Permitted) N #5 HoopBar Perpendicular Bars A o, o Y (See Section A -A) #4 Hoop Bar 3•-6" o u I AT TOP SLAB 2 Additional Bars B-- -+-12 --- '' ��o @ 5" Max. 0. C. Eac : - " ,gib - Side Of Opening N ( , Optional Shear K 1 3;� 2-•# 7's Each Way "� �� Reference Axis 141 Placed On Top Of b I 2 Additiona► Bars A Wall Reinforcin Shear Key Bars A And B At 45' ® 5" 0, C. 10' Draf 7 NOTE: Variations in shear key dimensions Parallel Bars B (See Section A -A)- Bars B Long Way L will be permitted subject to the (See Section B-B) Z Engineer's approval. o TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM o a ''- 10• Draf 0 1 " 3 " Shear Key a` o m a 'r'I Optional Shear Key - - ° °' a? 07 6. 3'-6" (Typ.) o y �' ° -�1<v AT BOTTOM SLAB 0 X pN c ru #4 @ 12" BW c 0 #4 0 12" BW �s o X o to Bottom Slab Reinforcin ° (Horizontal Bars �' (Horizontal Bars c In ° o m „0/_, °=' o are A 3'-6" Continuous Around n no Continuous Around �, o m , c � rn Or 6" Corners For N w a to goys q Corners For EE c m 0 4'-0" Rectangular Risers Bars s" Rectangular Risers) irk 0.0 SLAB TO WALL DETAILS FOR PRECAST ALTERNATE ~ ° O 2 ~ C 2-Extra # 4's U) in ffi v ' Each Side And�Elc` Bars B Above Opening E E m Vertical Wall Reinforcing c o o c 8" p 9 0 o c (See Table) 9- # 4 Ties @ 12" O.C. " La 00 N(See Section) Rotate# 4 Bars As Required °" m° m° :c a L111tAl ILL o #4 Ties m 12" O.C. To Maintain Coverq4 0 t°I#4' 0 12" D.C. t- 1-v c m ( Each Wa m m y Reinforcin Horizontal Wall Reinforcing v c #5 Peripheral00 o y 0 _a m Openin (SeeTable) °Reinforcementa- M-V'g"inv'ee Note) m F e �- r° #5 Peripheral Reinforcement U) Bars A---' Bars B m Bars A-**' Bars B c ^ c v -a ALTERNATE A o ALTERNATE B Wall Reinforcing V-6°' :c a c �- SECTION B-B (Max.) r- f SECTION A -A r- W m SECTION C-C •o .o m NOTE: Provide extra reinforcing each side of each opening _o a' • NOTE: When the inside diameter of a round structure is _a to at 3" maximum spacing equal to hats the area of vertical not more than 1slob larger than the opening in rn reinforcment removed by the opening and provide the SPECIAL TOP SLAB* the riser or top slab, the top cc the structure same area of reinforcment above each opening at " " riser shall be constructed according . the maximum spacing as removed by the opening. "Special Top Slab" details on this sheet, GENERAL NOTES 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6. Structure bottoms may be used in conjunction with curb inlet 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on square (Alt. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless Index No. 201. are designated Type J. Risers are permitted for all structures. otherwise shown in the plans car other standard drawings. Alt. 3 structure r ndesigner of 'nl T es 7& 8 o checked for floatatlo b with curb inlet depths over 14 are to be c ec bottoms may be used in conjunction yp 12. Structures with dept Y 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard project drainage, of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. rectangular structures (Alternate 8) shall be constructed of reinforced 7• Rectangular structures may be rotated as directed by the Engineer in order 13. Units larger than specified standard may be substituted at the contractor's option concrete only. to facilitate connections betw6en the structure walls and storm sewer pipes, when these units will not cause or increase the severity of utility conflicts. Such 3, Wall thickness and reinforcement are for either reinforced cast -in -place larger units shall be furnished at no additional cost to the Department. Larger or precast concrete units except that precast circular units max be furnished 8• Except when ACI hooks are specifically required, embedment hooks in the Alternate A units cannot replace Alternate B units without approval of the with walls in accordance with either A.S.T.M, C-478 (up to 96 diameter) top and bottom slabs may be replaced with straight embedments or peripheral Engineer. This note applies to this Index only. or A.S.T.M. C-76, Class III, B Wall, modified where the elliptical steel cage reinforcement in accordance with the reinforcement detail shown under area is placed in the center one-third of the wall. 'Rebor Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI 14. For manhole and junction box tops, for frames and covers, and, for supplementary Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. details see Index No. 201. 4. .Top and floor slab thickness and reinforcement are for precast and cast in place construction. Top and floor slabs shall be of Class II 9. All steel bars shall have 1-1/2" minimum cover unless otherwise shown. Horizontal concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be steel in rectangular structures shall be lapped a minimum of 24 bar diameters used in lieu of Class 1 and Class 11 concrete in precast items manufactured at corners. in plants which are under the 'Standard Operating Procedures' for the 10. The corner fillets shown are necessary for rectangular structures used with circular risers and inlet throats and used on skew with rectangular risers, inlet and inlet inspection of precast drainage products, 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire throats. Fillets will be required in lieu of the bottom slab the Alt. B riser when used # with the Alt. A box. Each fillet shall be reinforced with 2- #5 bars. fabric, either smooth or deformed. STRIK'IUM BOTTOMS ®TYPE J AND P F.D.O.T. INDEX #200 CLIPS PERMI' ON 3'-0' FR N.T.S. _-Equal Panels 6'-6" Max. 2'-0" OR 3'-0" 5/8" is t/2" _ L SECTION 3" STORML NHOLE TWE 1- F.D.O.T. .NTS I z x 2' MIN. TONGUE & GROVE ? a 2' MIN. 2' - 8" MAX' JOINT TO MATCH 2' - 8" MAX. RISER TONGUE & GROVE JOINT TO MATCH RISER F F 6" 0 SCHEDULE 40 BLACK IRON PIPE FILLED WITH CONCRETE PAINTED YELLOW FINISH GRADE CONCRETE PAD °• °+ 5 C.F. CONCRETE ANCHOR ° ° * OR AS OTHERWISE SHOWN 6"---I 6" I I-- 6" BOLLAM NTS w W 0 0 En SLOPE U) 0 0 CONCRETE FILLED FABRIFORM 0 UJ CULVERT T MITERED-----4' 12• END SECTION SLOPE MITERED END SECTION CONCRETE FILLED /FABRIFORM POND BOTTOM Top Of Gravity Wall 8" 1'-O" 51= 1 n *j s" s. -� i" I Hal Handrail Expansion Joints ELEVATION Located In Panel Above Structure Joint fOx8" Steel Anchors: J"Dio. Hole Aluminum Sleev Galvanized Steel Bolts ) CIPL) Aluminum � 8" x 6" x Shown) • Alloy 6061-T6 pjx 4' Aluminum Set Scr ( � Galvanized U-Bolts Permitted (CIPL EXPANSION JOINT Galvanized Cluster Plates Permitted (CIPL) BASE PLATE Additional Rail When Plans Galvanized Adhesive Anchors Permitted Indic0te Handrail Adjacent Expansion Bolts Not Permitted To B cyple Facility *Adhesive anchors shall be headless anchor bolts set in 7/8" 0 drilled to holes with on Adhesive Material System in Accordance with Specification Sections 416 and 937; 6" minimum embedment, ALUMINUM PIPE HANDRAIL NOTES Aluminum Rails And Posts 1, This handrail is applicable to mountings on walls and other roadway structures 2" NPS Schedule 40 Pipe Or Galvanized Hex Nut And 0.148" Galvanized Washer PP g y " }n � subject to pedestrian use where dropoffs do not exceed thirty inches (30"); and, 21 fy 11. Wall Round Tube I applicable to select uses on Sidewalk, within service areas and similar locations Alloy 6061-T6 - Base Plate where foundation support and anchorage are adequate or can be provided. DIMENSIONS & QUANTITIES D X A B C E F G M N GRATE SIZES CONCRETE CU. YDS. SODDING SQ. YDS. SINGLE PIPE DOUBLE PIPE TRIPLE PIPE QUAD. PIPE STANDARD WEIGHT PIPE EXTRA STRONG PIPE SINGLE PIPE DOUBL PIPE TRIPLE PIPE QUAD. PIPE SINGLE PIPE DOUBL PIPE TRIPLE PIPE QUAD. PIPE 15" 18 24 2'-7" 2'-10' -Sr-- �5 2.27 2.36 2.53' 4.09 5.12 7.1B'A 6.36 7.48' 9.71' 4.03 5.03 7.03'A 8 9' 11' 1,22 1.41' 1.73' 4.63' 4.92' 5.50' 7.21' 7.75' 8.92' 9.79 10.58' 12.33' 12.37 13.42' 15.75' 1,19 1.21' 1.25' 0.40 0.47 0.60 0.61 0.69 0.90 0.80 0.91 1.21 1.00 1.14 1.52 9 10 11 11 11 13 12 13 16 14 15 18 30 36 42" 4 -3 5 -1 6'-0" 2.70' 2.87 3.05' 9,25' 11.31 13.37' 11.95' 14.18 16.42 9.03' 11.03 13,03' 13' 15 17' 2.00' 2.24 2.45' 6.67' 7. ' t ' 11.75' 13.25' 14.5B 16.83' 19.25' 1B.83 21,92' 25.25' 1.29' 1.33' 1,38' 2 1 2 2 1/2- 2 1/2- 3 3" 0.75 0.89 1.05 1.19 1.48 1.82 1.63 2.05 2.57 2.07 2.63 3.34 15 17 9 18 21 23 21 24 27 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 7.83' 14.58' 21.33' 28.06' 1.42 2 1 2" 3 1/2" 1.21 2.15 3.07 4.00 1 J23 27 54 7'-8" 3.39' 17.49 20.88' 17.03' 21 2.83' 8.42' 16.08' 23.75' 31.42' 1.46' 3" 4 1.39 2.55 3.72 4.88 28 id 60" B'-6" 3.56' 19.55' 23.11 19.03' 23 3.00' 9.00 17.50' 26.00' 1,50' 3" 4 1.59 3.02 4.44 5.86 25 31 A 6.42 A 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS j I �.: 010.40 010.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS • SLOPE: W DO CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW u TO (Z PIPE FOR PIPES 18" AND SMALLER iJ , BEVELED OR ROUND CORNERS A 2:1 FOR PIPES 24" AND LARGER. y W r) N 4, f 3• C a CI T t3 N CONCRETE SLAB , 3" THICK REINFORCED WITH`/ WWF6X6-W1.4X W1.4 TOP VIEW - SINGLE PIPE 3'-6"OR4'DIA. I I RISER 3° - 6" OR 4' DIA, PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE TYPE _8 MANHOLES NOTES: (TOPS) 1. MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS 11 CONCRETE, CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR PRECAST UNITS; SEE GENERAL NOTE No, 3. 2.MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN -PLACE OR 1 1/2" OPTIONAL KEY 1/2"I PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS --�� AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO THICKNESS OF BE OMITED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES STRUCTURE �ALL CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. 3.MANHOLE TOP TYPE 8 MAY BE OF CAST -IN -PLACE OR PRECAST SECTION CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION THE CONCRETE AND STEEL REINFORCEMENT SHALL NOTE: SEE SLAB DESIGNS INDEX 200. BE THE SAME AS THE SUPPORTING WALL UNIT. AN ECCENTRIC CONE MAY BE USED. TYPE 7 A. MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF 6. u y" M p N1�1®L ' OPC+ VARIES F.D.O.T. INDEX 1 #201INDEX #201�7 JOINT, 12" MIN. 12 MIF NTS WOVEN CR NON -WOVEN INLET DIMENSIONS TYPE A B C D C 3'-4" 2'-0" 4'-5" 3'-1" D 5'-5" 4'-1" 4'-5" 3'-l" E 4'-4" 3'-0" 5'-10" 4'-6- OVERLAY 2' MIN. FILTER T'ABRIC TYPE D-3 (SEE Fi)OT INDEX 199) is b-1-sisissis"sill _Z Z w JOINT SECURING DEVICE .; USE CAST IRON TRAFFIC BEARING GRATE ci W ELLIPTICAL PIPE FOR INLET TYPES C & E. USE STEEL w _o GRATE FOR TYPE D INLETS. o "' VARIES in JOINT, A -- i z 0 12" MIN. 12 MIN. #4 BARS-12" O.C, o z 2 (EACH WAY) B `!n 2"r 8" �. o . t 2"C.I. TYP. 1. L) o { SECURING DEVICE--' L_ ,• ROUND PIPE -�COST OF FILTER JACKET TO BE INCLUDED CT B" ELLIPTICAL PIPE SHOWN IN THE COST OF PIPE CULVERTS. SECTION PLAN FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN TYPE C.D do E INLETS FILTER EABRIC JACKET F.D.O.T. INDEX #232 (FOOT INDEX #280) N.T.S. WO EN OR NON -WOVEN FIL ER FABRIC J"Thick Resilient Pads In Accordance With - - Section 932 Of The Standard Specifications 2, All fixed joints to be either welded all around and ground smooth; or, commercially r- designed fixed joint systems (soldered, brazed, fused° bonded or shrink filled) 4,1' Concrete ' _I specified on the plans or approved by the Engineer. Mechanical joints other than Sidewalk Or Bikeway expansion joints are not permited unless specified on the plans or approved in writting by the Engineer. Posts shall be connected to base by weld only. Weid w d filler to be alloy ER5356, ER5556 OR ER 5183. n= o 4 Expansion Joint With 3. Anchor bolts shall be in accordance with ASTM A36 or A307. Nuts, washers, and o Rigid Sidewalk Or Bikeway bolts to be hot dip galvanized in conformance with ASTM A153. After the nuts Seal With Poured Rubber have been tightened, the anchor bolt thread at the top of the nut shall be punch bolts spot welded and coated with zinc compound. Anchors 4. Aluminum handrail shall be constructed in accordance with Section 515 of the Standard Specifications. Payment shall be full compensation for furnishing and instolling handrail° inclluding mounting hardware, and shall be paid for under the contract unit price for Pipe Handrail (Aluminum), L.F. TYPICAL SECTIONS AT POST ALUMINUM IP D A S F,D.O.T. INDEX #521 N.T.S. t CAP UNIT ADHERES TO TOP UNIT W/ CONCRETE ADHESIVE MODULAR BLOCK CONCRETE UNITS wz a Em w UJ in J "'--PERVIOUS CLEAN 13ACKFILL MINIMUM 12" APPROX. LIMITS OF EXCAVATION Is GRANULAR LEVELING PAD ---- MIN. 6" THICK SAND/GRAVEL NOTES: 1• CONTRACTOR TO PROVIDE STRUCTURAL DRAWINGS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, FOR MODULAR BLOCK WALLS EXCEEDING 3 FEET IN HEIGHT. 2. SUBMIT STRUCTURAL DRAWINGS ALONG WITH SHOP DRAWING SUBMITTAL FOR REVIEW AND APPROVAL. DETECTABLE V-CURB - WARNING FINISH \ \\ rr `O o CONNECTOR CONCRETE PIPE I p i w c� _ > I DITCH GRADE a I SADDLE -� io N is Z NOT LESS #4 BAR THAN D 4' SOD 0) co -� / SOD NO PIPE JOINT PERMITTED W co R_S THEEENGINEER. APPROVED BY PAID FOR AS PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) SECTION ®� M 1 TERED ENo D SECTION 0 Lo F.D.O.T. INDEX #272 I N.T.S. See Plan W CONC.A$t.• :a 9 CONC. ° 2 L 5"AA" ° '`1 17, meted SIDEWALK .r,IDEWALfr. 4•t,°`''"a d e Ali .>• d .ems m`a, . (4 min.) 6 VARIES RAMP LU d '- c N .- �-Romp Curb r� � o. ?' Ein a `L C\4 v ti RAMP WITH SEPARATELY PLAN VIEW 6' 5' 6' CAST CURB V-Curb PLAN VIEW q � TVARIES RAMP h -EDGE OF PAVEMENT SECTION DETECTABLE WARNING FINISH - HANDICAP SIDEWALK RAMP NTS RAMP WITH INTEGRAL 120' MAX. 120' MAX. CAST CURB ^I 30' MAX. 1 30' MAX. 30' MAX. �y 1/2. A D D D D D E D D F D D A 1/2- 5' 5' 5' 5' 5' 5' 5' 5'1.. 1 5' 5' PICTORIAL VIEW RETURN CURB CURBED SIDEWALK RAMP W FDOT INDEX 304 TURNOUT OR OTHER RIGID STRUCTURE NTS SAWED JOINTS 6' 2"MIN. ® " 12 t 3"MAX. LIB00, C'.) "-1I 5' 1 5' 1 5-15-15 ' 1 155' 1 6 w rl I 1/2" R ASPHALTIC CONCRETE 64 ASPS ALT PARKING CONC. SIDEWALK PAVING ® � 0 8"MIN. d m TURNOUT OR OTHER RIGID STRUCTURE 9"MAX. 12" e (' OPEN JOINTS 2"MIN. 4"MIN. v Q [�. it7 ° �I LONGITUDINAL SECTION 3"MAX, 5"MAX. F_ JOINT LEGEND ASPHALT 5"MIN, d a v (n A- 1/2" EXPANSION JOINTS (PREFORMED JOINT FILLER) 6"MAX. o : A �J i B- 1/8" DUMMY JOINTS, TOOLED d BASE MATERIAL C- 1/8" FORMED OPEN JOINTS D- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (96 HOUR) MAX. 5' CENTERS #4 BARS, 18" LONG 7, E- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (12 HOUR) MAX. 30' CENTERS (TWO PER WHEEL STOP) F- 1/2" EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120' r1/�(�'�"j ` �..J G- COLD JOINT WITH BOND BREAKER, TOOLED IEEL STOP �L,ii�sslt��..11:: S D EXPANSIONJ S NTS (V NTS B) _ o a) FDOT INDEX # 310 '+-- N � NTS ADJACENT TO PAVEMENT ADJACENT TO GRASSY C4a� :'_ S" to 6" CONC. PAD W/ _ LOOP OF #4 REBAR • 10 • = 17 PVC ro is o M© FRAME AND SOLID LID; NEENAH = R-1974-A OR APPROVED EQUAL; t° w/ 6 DIA. CLEAR OPENING aO ;III-1 I I I �I I-1 'I�" 6 PVC CLEANOUT #5 CONTINUOUS ® 24" O.C. AND FILL STACK CELLS WITH CONCRETE WxB"06" MASONRY----` SCREENWALL. EXTERIOR COLOR 6" - 45' BEND & FINISH TO MATCH BUILDING EXTERIOR, PAINT INTERIOR TO MATCH, N FINISH GRADE (2) #5's CONTINUOUS-` CONC. SIDEWALK 30 a r-�� - � @) ASPHALT d a a ° 0 Z 2 _ D N (a u: 'V d v ° C 0 Q PAVM'T BASE ° E 5 F- a) LU N U 6" 6" CONCRETE SHALL BE 4" 4„ -J CO 3000psi W/ 5" SLUMP > H cQ cr)Q CONCRETE SIDEWALK L,J o t- o NTS • (D5e �5 < 0 0 ✓I e " 1V-4" PARKING (� J 8 6" LOT .0 a)) f-t- til 00 6" BOLLARD 6' HIGH TYPICAL C � U L f EACH SIDE. SEE BOLLARD DETAIL �� •� � ::DO Q W C:O o N 2'x 2' CHAMFER, TYP. 6" BOLLARD 6' HIGH TYPICAL • ' , � d Q t t1 EACH SIDE. SEE BOLLARD DETAIL d. Q PAIR OF 10'-6" SOLID METAL �+�/ �[ N C: N 11 X d p d 4 GATE, 6' HIGH, PAINTED BLACK. � •0 z O -1 1/2" GALV. STEEL PIPE d d �t N CAST IN PLACE FLUSH WITH PROVIDE A CENTER STOP BAR O N "- CONCRETE PAD (GATE STOP) &LATCH, 4 14 0 t0 co O _J o' n d 2'x 2' CHAMFER, TYP, -0 Q o � c? o N + VOM--04 7-Sl 0 Ce) d . o pd C c� e.. Q o d C:t5 t� 10'-8" SOLID METAL GATE, d m _O 6' HIGH, PAINTED BLACK. •--6" BOLLARDS'4 EL 0 6". BOLLARDS v PROVIDE A STOP BAR & (TYPICAL) 1 1/2" GALV. STEEL PIPE -a o. LATCH. C p ' CAST IN PLACE FLUSH WITH N= 0 0 �+ o d d A. Q CONCRETE PAD FOR CENTER LL_ .Gl °' o d d' STOP a o d 8' PARKING ENGINEER LOT PARKING a M LOT LINTEL' COURSE CONC. " - ? LINTEL COURSE CONC. #5 CONTINUOUS RONALD HENSON li PE, -;FL. FfFG. NO.34836 FILLED w/ (1) #5 CONTINUOUS 0 24 O.C. AND FILL FILLED w/ (1) #5 CONTINUOUS - CELLS WITH CONCRETE DESIGN DRAFT CHECK 8"W06" MASONRY 6" CONCRETE PAD 3000 RMH DSG° 6" CONCRETE PAD (3000 p.s.i. CONC.) ( p.s.i. CONC.) I SCREENWALL. EXTERIOR COLOR 1 I W/ 6x6 #10-10 W.W.M. W/ 6x6 #10-10 W.W.M. 0 0 D & FINISH TO MATCH BUILDING PROJECTNO. 12' PAD 8' EXTERIOR. PAINT INTERIOR 12' PAD 8' TO MATCH. 6" `PARKING LOT FINISH GRADE a 6" PARKING LOT DATE r OCT., 2004 -CENTER STOP SCALE 12" �6"BOLLARD GATE STOP 12" 6" BOLLARD (SEE DETAIL) (2) #5's CONTINUOUS (SEE DETAIL) NON (�� V E DUMPSTER PAD DOUBLE MEMO PAD SHEET 8 OF 11 NTS NTS 11'-4" TEMPORARY JUMPER CONNECTION NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8 INCHES IN DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA C651-92. 3. FLUSHING OF 10 INCHES IN DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT WATER TIGHT SHALL BE REPLACED WITH A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. * THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS GREATER THAN 10 PSI. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. METALLIC LOCATING WIRE EARLY WARNING TAPE FINISHED GRADE 1" MAX. PVC WATER MAIN OR FORCE MAIN 1" MAX [-METALLIC LOCATING WIRE T-- NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION, USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING WIRE DETAIL NTS HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'D. 24" SQUARE _ ROUND AND THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD. SEE NOTE 1 - VALVE COLLAR 2 4 AT 9" Z r (SEE DETAIL) O.C. ALL AROUND SEE NOTE COMPACTED �'��L[A'p' "T V A �4 Y C `ANCHORINRG TEE BACKFILL VARIES L'-6" BEDDING ROCK RESISTANDARD INSTALLATION VALVE ANDSBOXGATE (SEE DETAIL) %. •°:g�• ,:".,"°. -°. • NOTES: ° ; * °:e'-• 1.THE DEVELOPER MAY " INSTALL THE SHEAR PAD RECESSED UP TO 4" •°"-° o-` BELOW FINISHED GRADE AND SOD THE RECESSED >.°-°.°•°.°•°.°•°.°•°.°•°.°•°.°- SECTION. - - - - - - 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SECTION A -A SHALL BE 6" MINIMUM. SIRE HYDRANT DETAIL NTS 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30" 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER �.- 2" SCHD. 80 PVC. - GRADE PRESSURE GAUGE 2" SCHD. 80 PVC DOUBLE STRAP SADDLE 2"' CORP. STOP 2" CORP. STOP EXISTING m NEW WATER LINE WATER LINE _ - FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 1, 'l• ► 1 L 1• 1 l• MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). • PIPE SIZE 4" 6" 8" 10" 12" 16" 20" 24" 30" 90° BEND 23 32 42 50 56 45° BEND 10 1 13 17 21 24 22-1/2° BEND 1 5 1 6 1. 8 10 12 11-1/4° BEND 1 2 1 3 1 4 5 6 PLUG OR BRANC OF TEE 20 1 41 1 63 83 103 6" 6" 6" 6" CONC. PAD W/ LOOP OF #4 REBAR_�_� 6" PVC ❑ FRAME AND SOLID LID; NEENAH R-1974-A OR APPROVED EQUAL; w/ 6" DIA. CLEAR OPENING �_l 11 � Ei I � r�l II I;sr' W VII A 6" PVC CLEANOUT STACK -6" - 45' BEND FLOW 6" PVC 6%6" WYE NTS NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: __ 150 _ P.S.I.* 24" x 24" x 6" SOIL DESIGNATION: ----SAND SIL_T------ ° THICK CONC. PAD LAYING CONDITIONS: __3___ ' TYP. EACH VALVE BOX. 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD #4 BARS ALL 3" DIA. BRONZE PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR STAMP AS REQ'D AROUND DISC ANCHORED IN OF 1.5. (SEE NOTE 1) CONC. PAD STAMP SIZE OF VALVE AS REQ'D. RESTRAINED PIPE TAB - TYPE OF VALVE 4 NTS SERVICE +� ' o-au DIRECTION & NO. 4" N OF TURNS TO SET TOP OF VALVE BOX OPEN io TO FINISHED GRADE CONCRETE COLLAR VALVE O O R `� I GRADE SEUNPAVED EAS E DETAILS j FINISHED 2500 P.S.I. CONCRETE MIN, ANCHORS UNIMPROVED CONDITION ADJUSTABLE CAST IRON VALVE BOX TOP FLUSH WITH SEE NOTE 2 �_ FINISHED GRADE 9" ASPHALT SURFACE BOX SHALL REST ON BEDDING ROCK NOT RESILIENT SEAT M. J. GATE VALVE ON VALVE OR PIPE f l AND SHALL BE WATER CENTERED ON T OPERATING NU -- BASE MAIN ° °•°•a °'°,•'°,°', 4" x 4" x 18" LONG ° °'"•°'"•° >°.°•°..•".°•°.° ^•e •°: °°:°°°• VALVE BOX MIN.) PRECAST POSH ITH 3" DIAMETER °°°.�•°..°°.°°°..° .° °.° °.. °.°• •°•.•°•°°°:.°°; ° ° • - - - - - - AND COVER (') BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. 6" BEDDING ROCK° NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. VALVE COLLAR DIMENSIONS MAY REDUCED TO 18" x 18" x 6" WHEN 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO THE BRONZE IDENTIFICATION DISC COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. IS NOT REQUIRED. GATE VALVE ac BOX DETAIL VALVE COLLAR DETAIL NTS NTS 4" END CAP 1 1/2" POLY SERVICE TUBING _2 1/2" END CAP METER BOX---L Z 4" PVC 1 1/2" POLY TUBING 2 1/2-PVC HEADER TO BUILDING UNIT 4" PVC HEADER 1 1/2- POLY TUBING CURB STOP TO BUILDING UNIT 3/4" WATER METER DOUBLE STRAP CURB STOP SERVICE SADDLE 3/4" WATER METER r DOUBLE STRAP SERVICE SADDLE 3/4" REDUCED PRESSURE TO 3/4" REDUCED PRESSURE 4" END CAP BACKFLOW PREVENTER MAIN BACKFLOW PREVENTER 1 1/2" POLY SERVICE TUBING METER BOX 4 UNIT METER BANK 6 UNIT METER BANK NTS NTS REDUCED PRESSURE BACKFLOW PREVENTER DIELETRIC DIELETRIC UNION -I r UNION SCHEDULE 40 GALVANIZED PIPE AND FITTINGS, OR TYPE K COPPER PIPE AND FITTINGS, OR SCHEDULE 80 PVC PIPE AND FITTINGS. BALL VALVES N >Ili ¢� GRADE / 0 1 1/2" POLY SERVICE TUBING METER NOTES: 1. A OSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALIf'GALVANIZED AND BRASS COMPONENTS. 2. PAINT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FOREST GREEN EXTERIOR ENAMEL. ON NEW INSTALLATIONS, THE BACKFLOW PREVENTION DEVICE SHALL BE TESTED ACCORDING TO CITY REQUIREMENTS BEFORE THE METER INSTALLATION CAN BE APPROVED FOR USE. 3,,L4" REDUCED PRESSURE BACKFLOW PREVENTER LOT LINE I WYE WITH 6" BRANCH w N 0 BEND - Z CLEAN -OUT LREMOVABLE SEE NOTE 1 PLUG d W z J NTS SEWER MAIN SIZE VARIES CLEAN OUT WYE WITH SEE NOTE i 6" BRANCH 6" 45° WYE WITH BEND 6" BRANCH LOT LINE DOUBLE WYE - PLAN FINISHED GRADE SLOPE qT�O DEPTH AT 1.0% MIN. (TYP-) ---, I ROTATE SPRING LINE TERMINAL DEPTH 30 (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL CONCRET St I L;UVtKh t LUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. V-6" 1 PER SPECIFICATIONS 4'-0 BENCHING PER SPECIFICATIONS-",-12,1" D REINFORCEMENT AND JOINT - DETAIL TO BE DESIGNED BY THE ENGINEER AND J_ APPROVED BY THE 9" CITY BEDDING ROCK TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3 MIN.) (SEE TYPE B W SIZE OF PIPE BEDDING AND TRENCHING / DETAIL FOR OTHER RESTORATION.) FINISHED GRADE m o /- /- SEE NOTE 4 -N. v COMMON FILL *j PIPE- O.D. • /�/ 12" (TYP.) / \SELECT COMMON _ SELECT COMMON FILL a '- 2 FILL / / �/% m BEDDING ROCK a PIPE BEDDING (SEE NOTE 8 & 9) �� //� �ji, //� / UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957. OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CTIY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. AND TRENCHING DETAIL NTS �- MANHOLE FRAME & COVER (SEE STANDARD DETAIL) ,,-FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK MIN. 4 COURSES MAX. Ln LJ o: j INSIDE WALL OUTSIDE WALL JOINT SURFACES MIN. a PRE -PRIMED PRE -MOLDED JOINT SURFACES PLASTI WJ(TH In WWRATPEPER� L MOVE) " SQUEEZE -OUT TIN. COMPLETED Imo$" MIN. SQUEEZE OUT g" I 2" MIN. NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SANITARY MANHOLE NTS OS & Y GATE 12" TO 30" ABOVE GRADE WAFFER CHECK rFIRE DEPARTMENT CONNECTION (FDC) BYPASS DOUBLE CHECK T- PASS LINE WIT / WITH WATER METER J/ PROVIDE SUPPORT FOR 3" AND LARGER RESTRAINED MECHANICAL NOTES: JOINT FITTINGS AND PIPE 1. ALL PIPE AND FITTINGS ABOVE GRADE SHALL HAVE FLANGED ENDS. 2. BY-PASS METER ASSEMBLY NOT REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 3. THE CHECK VALVE ASSEMBLY, VALVES AND PIPING AND THE BYPASS METER AND DOUBLE CHECK SHALL BE PAINTED WITH A PRIMER SUITED TO THE BASE MATERIALS AND FINISHED WITH TWO COATS OF SAFETY RED EXTERIOR ENAMEL. 4. BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE -INSTALLATION. PRECAST -- MANHOLE WALL INFLUENT SEWER SEE NOTE 3) :• CONCRETE ENCASEMENT a; g"'• OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND 2„ PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST " •, ::''. ::..''. ,•; : MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP °� ;:' • RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS w TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN. FINISHED GRADE SEE NO E 8) //\... •.... '_..:.. � //jam : :::.. .. '::':' ..: _:':': :• /j�� :.''..• SEE NOTE 4 COMMON FILL /\ PIPE O.D.• T %/\ SELECT //\� COMMON z W o UNDISTURBED : / %� FILL ro z EARTH/� SEE NOTE 3) \ .'. /\ ° `-' NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. AND TRENCHING DETAIL NTS RAISED 1-1/2" LETTERS FLUSH WITH TOP OF --" "- 2 - NON PENETRATING PICK HOLES PLAN MACHINED 23-3/4" MATING SURFACES I 6' 6" -1-1/4- 2-7/8- ELEVATION MANHOLE FRAME & COVER as Z w Z � O v to V > W _ U u � I I uj ? _ r_Y uj in 1 d• 0 O cq ' i 00 0O "y LI_ Q �1 L �i CQ Lv W Lli W V ad C v o c:CD C E N !Q Z) Z Q o O o ry v -c Cyi C Q w •� o F-- Q ® (D Z Q0 s r1l N u- Lu ..co �N ZO w� 0010 0 N c uV I- O O a c `n O �p Z d' U(y)p O _! • EL co ® ��co •C) m a CD O O N �- tl. ENGINEER RONALD HEN SfSN 11, .PE, FL. REG, N0.34336 DESIGN DRAFT:- CHECK RMH iosG PROJECT NO. 02072DT DATE OCT.9 2004 SCALE NONE SHEET g OF 11 SECTION 01010 -- SUMMARY OF THE WORK Construction of a Commercial Retail Shopping Plaza. Associated improvements include a storm water collection system, underground utilities (water, reuse, sewer, etc), paved parking & driving areas, landscaping and irrigation system to serve the proposed development. Contractor shall refer to the soils investigation report as prepared by Bechtol Engineering & Testing, Inc. for existing soil conditions and supplement as necessary to provide complete bid. Contractor Use of Premises: Use of the Site: Confine operations at the site to the areas permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Pre —Construction Meetings: Contractor shall notify Engineer prior to all pre —construction meetings with City/County or Utility Companys. If no pre —construction meetings are required, then a pre —construction meeting must be held with the Engineer, the General Contractor and opproprate sub —contractors, The contractor shall coordinate the construction of paving and storm drainage with all other construction and shall be responsible for location of and protection of existing underground utilities during construction. All underground utilities must be installed prior to preparation of subgrade for pavement. Prior to beginning any work on —site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the .following steps: 1. Contractor to review and modify the plan as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with the Florida Department of Environmental Protection (FDEP) requirements for the National Pollutant Discharge Elimination system (NPDES) permit. 2. Fill in all required areas within the SWPPP. Including but not limited to: A. SWPPP Coordinator, Company Name, Adress, Phone Numbers B. SWPPP Team Members, Company Name, Adress, Phone Numbers C, Certifications for General Contractor and all Sub —contractors 3. Submit copies of the modified plan to the Engineer, Architect, and Construction Manager for their approval. 4, Copy of the approved SWPPP must be maintained on —site during all phases of construction. Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within the SWPPP SECTION 01400 — QUALITY CONTROL SERVICES Description: Quality control services include inspections and tests performed by independent agencies and governing authorities, as well as by the Contractor. Inspection and testing services are intended to determine compliance of the work with requirements specified. Specific quality control requirements are specified in individual specification sections. Responsibilities. Contractor Responsibilities: Except where indicated as being the Owner's responsibility, quality control services are the Contractor's responsibility, including those specified to be performed by an independent agency and not by the Contractor, The Contractor shall employ and pay on independent agency, testing laboratory or other qualified firm to perform quality control services specified. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. Retest Responsibility: Where results of inspections or tests do not indicate compliance with contract document, retests are the Contractor's responsibility. Responsibility for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include: Provide access to the work. Assist taking samples. test laborator , Deliver samples to y Coordination: The Contractor and independent test agency shall coordinate the sequence of their activities. Avoid removing and replacing work to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and test service agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories. Submittals: Submit a certified written report of each inspection, test or similar service, in duplicate to the Engineer. Report Data: Written inspection or test reports shall include: Name of testing agency or test laboratory, Dates and locations of samples, tests or inspections. Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations, Repair and Protection: Upon completion of inspection or testing repair damaged work and restore substrates and finishes. Comply with requirements for Cutting and Patching". The contractor shall be responsible for retaining a registered surveyor to prepare as —built drawings of all improvements. Approved as —built drawings must be provided to the Engineer prior to receiving final approval, SECTION 02110 — SITE CLEARING PART 1 — GENERAL . DESCRIPTION OF WORK: Extent of site clearing is shown on drawings. Site clearing work includes, but is not limited to: Protection of existing trees. Removal or relocation of trees and other vegetation. Topsoil stripping. Clearing and grubbing. Removing above —grade improvements. Removing below —grade improvements. JOB CONDITIONS: Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owner's property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing, Water trees and other, vegetation to remain within limits of contract work as required to maintain their health during course of construction operations, Provide protection for roots over 1" diameter cut during construction operations. wi h an emulsified as halt or other acce table coatin formulated for use Coat cut faces t p p g• on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect. Employ licensed arborist to repair damages to trees and shrubs, Replace trees which cannot be repaired and restored to full —growth status, as determined b arborist. Y Iv d and r on Owner's Garefull remove items indicated to be sa a e sto e Salvable Improvements: y g premises where indicated or directed. PART 2 — PRODUCTS Not applicable to work of this section. PART 3 — EXECUTION SITE CLEARING: General: Remove trees, shrubs, grass and other vegetation, improvements, or obstructions interfering with installation of new construction, Remove such items elsewhere on site or premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction, Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in diameter, and without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of grass from areas before stripping. Stockpile topsoil in storage piles in areas shown, or where directed, Construct storage piles to freely drain surface water, Cover storage piles, if required, to prevent wind—blown dust. Dispose of unsuitable or excess topsoil same as waste material, herein specified. Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing. The building areas, plus minimum of 3 foot margins on all sides should be cleared and stripped of all vegetation and surface organics and any other deleterious materials which may be encountered, Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by .clearing and grubbing operations with satisfactory soil material, Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be placed in loose lifts not exceeding 8" in thickness and compacted to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above —grade and below —grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are given for the convenience of the contractor. The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify ail gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to an approved sanitation tank for disposal to an approved location. All existing sewers, piping and utilities shown are not to be interpreted and the exact location, or as the only obstacles that may occur on the site. Verify existing conditions and proceed with caution around any anticipated features. Give notice to all utility companies regarding destruction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior to any clearing or demolition occurring, all erosion control devices are to be installed. Abandonment or removal of certain underground pipe or conduits may be shown on civil or electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw —cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw —cut surface, recut back from the raveled edge prior to restoration. B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the purpose of constructing or removing box culverts, pipe, inlets, manholes, appurtenances, faciilities or structures, said pavement,ete. shall be replaced and restored in equal or better condition than the original. Contractor shall provide all . necessary labor, materials, equipment, tools, supplies, paint, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owners property unless valid permit is obtained from Owner and appropriate regulatory agency, Removal from Owner's Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 —EARTHWORK PART 1 — GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnical report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid, QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports —Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Field dewgity test reports. One optimum moisture —maximum density curve for each type of soil encountered. JOB,_ CONDITIONS: Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings, It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data are made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work, If utilities are to remain in place. provide adequate means of support and protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner, Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after acceptable temporary utility services have been provided. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulartory agency. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations, Perform excavation within drip —line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible, Maintain moist condition for root system and cover exposed roots with burlap. Point root cuts of 1" diameter and larger with emulsified asphalt tree paint. PART 2 — PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM. SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT, Subbase Material:. Naturally or artificially graded mixture oT natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand, Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, r n in N . 4 sieve. with 100% passing a 1 1/2" sieve and not mo a the 5% pass g a o Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 10% passing No. 200 U. S. standard sieve, PART 3 —EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation, Additional Excavation: When excavation has reached required sub —grade elevations, notify Engineer who will make an inspection of conditions. If unsuitable bearing materials are encountered at required sub —grade elevations, carry excavations deeper and replace excavated material as directed by Engineer, Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated, Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross —braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction, Maintain shoring and bracing in excavations regardless of time period excavations will be open, Carry down shoring and bracing as excavation progresses, Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the event the water is encountered during the construction, dewatering shall be conducted. The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewatering equipment needed, exceeds any of the following: 1) 6" Pump Volute: 2) 100.000 GPO total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, the contractor shall be required to permit the dewatering system with the SJRWMD. The Engineer and/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run—off areas. Do not use trench excavations as temporary drainage ditches. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip line of trees indicated to remain, Dispose of excess soil material and waste materials as herein specified. Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation, Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of pipe or conduit. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze —ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C). COMPACTION: General: Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density for soils which exhibit a well—defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60: and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not exhibit a well—defined moisture —density relationship (cohesionless soils), Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrode and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 95% relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations, Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material, Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicable, domp— proofing, waterproofing, and perimeter insulation. Inspection, testing, approval, and recording locations of underground utilities. Removal of concrete formwork. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontally supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break—up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break—up ground surface, pulverize, moisture —condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8" in loose depth for material compacted by hand —operated tampers, Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING: General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding, Finish surfaces free from irregular surface changes, and as follows: Lawn or Un ave Ar Fi ' d eas: msh areas to re 'v p cei a topsoil to within not more than 0,10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross—section, with finish surface not more than DAY above or below required subgrade elevation. Pavements: Shape surface of areas under pavement to line, grade and cross—section, with finish surface not more than 1/2" above or below required subgrade elevation. Grading Surface of Fill under Building Slobs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2" when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain Tines and grades including crown and cross='slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross—section and thickness, Maintain optimum moisture content for compacting subbase material during placement operations, When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted, Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placing: Place drainage fill material on prepared subgrade in layers of uniform thickness, conforming to indicated cross—section and thickness. Maintain optimum moisture content for Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate compacting material during placement operations. of 0.05 to 0.15 aI, g per sq, yd. of surface. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. Allow to dry until at proper condition to receive paving, When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. Exercise care in applying bituminous materials to avoid smearin of adjoinin concrete surfaces. 9 9 Remove and clean damaged surfaces. BUILDING SLAB SUBGRADE COURSE: PLACING MIX: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. General: Place as halt c P onatu a mixture on prepared surface, spread and strike —off. Spread Stripping, excavation, filling, and compaction within building areas shall be preformed in mixture at minimum temperature of 225 deg,F (107 deg.C). Place inaccessible and small areas by hand. Place each course to required grade, cross—section, and compacted thickness. Hot mix accordance with the geotechnical engineer's recommendation. asphaltic concrete binder and surface course in new avem n p e t areas requiring more than one and one—half inches (1—t/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adpinmg pavement grades. of a dewatering system, If additional water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. Paver Placing: Place in strips not less than 10' wide unles s otherwise acceptable to Engineer, . After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap A minimum of ten (10) overlapping posses should be made by the vibratory roller. After previous strips. Complete base course for a section before placing surface course, if applicable. compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs, Joints Moke pints between old and new pavements, or between successive da w r ys o k, to Structural fill required to raise the building areas to finish grade, should be placed in thin (12" ensure continuous bond between adjoining work. Construct joints to have some texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D tack coat. 1557). Fill should not be placed over any natural in —place soils until the natural deposits have ROLLING: been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas, Sands which hove less General: Begin rolling when mixture will bear roller weight without excessive displacement. than 10% fines passing a No, 200 Sieve will generally be acceptable provided the moisture content is controlled to ensure that the materials can be compacted to the required density. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers, Soils placed adjacent to footings or walls should be carefully compacted with a light rubber —tired rollers or vibratory plate compactors to avoid damage to the footings or walls. This material Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils loosening and filling, if required, with hot material. adjacent to any completed portions of the structure. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot, Continue FIELD QUALITY CONTROL: second rolling until mixture has been thoroughly compacted. Qualit Control Testin Durin Construction• All Y 9 9 ow testing service to inspect and approve Finish Rolling: Perform finish rollin while mixture i i 1 9 s st I worm enough for removal of roller subgrades and fill layers before further construction work is performed, marks. Continue rolling until roller marks are eliminated and course has attained maximum density, Perform field density tests in accordance with ASTM D 1555 (sand cone method) or ASTM D 2167 (rubber balloon method), as applicable, Patching and repairs: If required, saw cut perimeter of patch and excavate existin avement Footing Subgrade: For each strata of soil on which footings will be placed, conduct ai least one section to sound base. Recompact new subgrade. Excavate rectangular or trapezoidal patches, extending 12" (300 mm) into adjacent sound pavement, unless otherwise indicated. test to verify required design bearing capacities. Subsequent verification and approval of each Cut excavation Taces vertically, footing subgrade may be based on a visual comparison of each subgrade with related tested strata, 1. Full depth patch: Prime coat faces of excavation and allow to cure before paving. Fill when acceptable to Architect/Engineer, excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush Column and Continuous Strip Footing: One (1) in —place density testing per column footing with adjacent surface, and per 100 lineal feet of continuous strip footing, 2. Single asphalt course: Portiall fil y I excavation with dense graded, hot mix asphalt base mix and compact while still hot, Cover asphalt base course with compacted, hot mix surface layer Paved Areas and Building Slab Subgrade: Make at least one field density test of subgrade for finished flush with adjacent surfaces. every 2.000 sq. ft. of building slab and 5,000 sq, ft, of paved area or of paved area, but in no case less than 3 tests. In each compacted fill layer, make one field density test for every 2,000 sq. ft. of Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. hardened. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as Erect barricades to protect paving from traffic until mixture has cooled enough not to become directed. marked. If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which Sweep Asphalt paving not more than 2 days prior to date of substantial completion inspections. have been placed are below specified density, provide additional compaction and testing at no TRAFFIC AND LANE MARKINGS: additional expense. Cleaning: Sweep and clean surface to eliminate loose material and dust. MAINTENANCE: Off —Site Striping: (Within public road right—of—way and access drive,) Striping: Use Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of thermoplastic striping, trash and debris. On —Site Str' m Use chlorinated —rubber base traffic lane—markin oint, factor —mixed uick— � g' 9P Y q Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. drying, and non —bleeding unless thermoplastic striping is specifically specified (i.e„ fire lane striping, etc.). Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to Color: White unless otherwise specified on civil drawings. required density prior to further construction. Do not apply traffic and lane marking paint until layout and placement has been verified with Settling: Where settling is measurable or observable at excavated areas during general project Engineer. warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to Apply Point with mechanical equipment to produce uniform straight edges. Apply in 2 coats at match adjacent work, and eliminate evidence of restoration to greatest extent possible. manufacturers recommended rates. Protect from traffic until it has attained its full set and DISPOSAL OF EXCESS AND WASTE MATERIALS: hardness. Repaint areas to provide uniform color and appearance. Removal from Owner's Property. Remove waste materials, including unacceptable excavated WHEEL STOPS: material, trash and debris, and dispose of it off Owner's property, Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized SECTION 02513 — PAVEMENT steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete, Drill placement holes oversize and embed dowels in hot bituminous grout material. PART 1 — GENERAL FIELD QUALITY CONTROL: DESCRIPTION OF WORK: General: Test in —place asphalt concrete courses for compliance with requirements for thickness Extent of asphalt concrete paving work is shown on drawings, and surface smoothness. Repair or remove and replace unacceptable paving as directed by Engineer, Prepared aggregate subbase is specified in earthwork sections. Thickness: In —place compacted thickness will not be acceptable if exceeding following allowable Saw —cutting of edges of existing pavement is specified in site clearing section. variation from required thickness: SUBMITTALS: Base Course: 1/2", plus or minus. Surface Course: 1/4", plus or minus. Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified Surface Smoothness: Test finished surface of each as hal p t concrete course for smoothness, requirements, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for QUALITY ASSURANCE: smoothness. Base Course Surface: 1/4", Codes and Standards: Comply with Florida Department of Transportation's specifications, 'Nearing Course Surface: 3/16", latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full—time Crowned Surfaces: Test with crowned template centered and at righf angle to crown, Maximum allowable variance form template 1/4", quality control during paving operations. Functions of the Materials Engineer shall include; pre —paving conference, construction observation, review of material certificates, sampling and density Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for each 20.000 ft. and compaction testing of the base and asphaltic concrete mixture. sq. Of paved area to verify required thicknesses oT base and pavement sections. Materials Engineer Inspections Reports: t IT in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which have been placed are below density 1. Sub —base compaction report on densities based on one test per 1000 square feet of surface area. specified or thickness, provide additional compaction and testing at no additional expense. a. Test of sub —base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used, SECTION 02666 —POTABLE WATER SYS TEMS 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. PART 1 — GENERAL a. Test of sub —base shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps—foot compactors or other means have been used. DESCRIPTION OF WORK: Tests shall not be in the same location as the sub —base tests, Extent of potable water system exterior to buildings and excluding Fire Su I S tem SITE CONDITIONS: improvements is indicated on drawings and schedules, and by requirements of this section. Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F Refer to Earthwork section for excavation and backfill required for potable water systems; not work of this section. (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains on excess of QUALITY ASSURANCE: moisture, Construc t asphalt concrete surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base Manufacturer's Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. satisfactory use in similar service for not less than 5 years. Grade Control: Establish and maintain required lines and elevations. Installers Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for PART 2 — PRODUCTS project, Code and Standards: MATERIALS ' City of Ocoee Code Compliance: Comply with City oT Ocoee Requirements and General: Use locally available materials and gradations which exhibit a satisfactory record of standards for all construction. previous installations, Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbin 9 Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slag, sand, Code pertaining to selection and installation of potable water system materials and products. stone or slag screenings. All water improvements shall be constructed in accordance with City of Ocoee's standards Surface Cours A e re ate: Crushed stone crush r ed av 1 r 49 9 e c ushe d sla — and sh r 9 g, a ed ed P 9 and specifications. Any conflicts between these specifications and the City of Ocoee s ecifica i n p t o s, then the Cit 's s ecifications natural son d. shall revail. y P P Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with SUBMITTALS: AASHTO M 17 (ASTM D 242), Product Data: Submit manufacturer's technical product data and installation instructions for otable waters tem materials and P ys products, Asphalt Cement: AASHTO M (ASTM 3381) for viscosity —graded material and for AASHTO M 20 {ASTM D 946) for penetration —graded material, i Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials. Prime Coat: Cut —back asphalt type; AASHTO M 82 (ASTM D 2027) MC-30, MC-70 or MC— 250. Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment, Tack Coot: Emulsified asphalt: AASHTO M 140 (ASTM D 977) or M 208 (D 2397); SS-1, SS- 1h, CSS-1 or CSS-1h, diluted with one part water to one part emulsified asphalt, Maintenance Data: Submit maintenance data and parts lists for potable water materials On —site Lane Marking Paint: Chlorinated rubber —alkyd type, AASHTO M 248 (FS TT—P-115), ,system and products, Include this data, product data, shop drawings, and record drawings in maintenance manual. Type III. PART 2 —PRODUCTS Wheel Stops: Precast of 3,500 psi air —entrained concrete, approximately 6" high, 9" wide, and 6'O" long, with chamfered corners and drainage slots on underside. PIPES AND PIPE FITTINGS All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4 . General: Provide piping materials and factory —fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined ASPHALT —AGGREGATE MIXTURE: by Installer to comply with installation requirements, Provide sizes and types matching piping and equipment connections; provide fittings of materials which match i e materials used in � p'p potable The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current water systems, Where more than one type of materials or products are indicated, selection is ' Florida Department of Transportation specifications. The wearing surface shall be compacted and Installer's option, For each t e of roduct rovide roduc P P p is of one manufacturer and source. placed at a density no less than 97% of the laboratory density for the approved job mix formula, Piping: Provide pipes of one of the following materials, of weight/class indicated, Provide pipe PART 3 — EXECUTION fittings and accessories of same material and weight/class as pipes, with joining method as • indicated, All PVC pipe shall bear the NSF logo for potable water use, SURFACE PREPARATION: Ductile —Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Remove loose material from compacted subbase surface immediately before applying prime coat, Class 51 unless otherwise indicated. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional Fittings: Ductile —iron, AWWA C110: cement lined, AWWA C104: and rubber —gasket pints, AWWA C111. compaction. Notify contractor of unsatisfactory conditions, Do not begin paving work until deficient subbase Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. areas have b n ee corrected and are ready to receive paving. Fittings: Ductile —iron complying with AWWA C110, cement lined, with rubber gaskets Prime Coat: Apply at rate of 0.20 to 0.50 gal. per s q. yd., over composted subgrade. Apply conforming to AWWA C111. material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. pot m Chloride PVC Pie ASTM D 1785, Schedule 40 for sizes 1/2" through 3". Y" YI ( ) P . C N ~ N +- �. L fD _6 5 � ,_ Z r N _O E a N 0 0 s✓ C D W Q O • 0 0 4) � U 0) N f` 0 W C: CD 5 t w C_ O O 'N Uv O e fi i) O 0 f` 0 C) ca � a N - + 0 C'n t=- N ss a 0 Q 0 o W I� aa) W N U � C`7 L � Q C z t/ 0 Q !Wn I 0 V U_ w _ Q oop ZD0 O 00 O �o 1/1 > N N z`•O x �o a u_ I th i\ N C? cy) C+) 11, O mot' 0 C O OL a_ r lq. a 2nn .. lt, - l 11 RO NALD H � E— P �.N II, P.E.., FL- REG. 34t33 DESIGN DRAFT CHECK RMH DSG PROJECT N0. 020�25P DATE OCT., 2004 SCALE NONE SHEET 1 0 0 F 11 Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elostomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4' copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of DR9 (PC200) and a plastic pipe institute rating of PE 3408 per AWWA C901, Fittings: Copper alloy or nylon barbed insert type with 2 strap -type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: Clow Corp., Valve Div. Dresser Mfg.; Div. of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of appro,+ed manufacturers. Butterfly Valves: Provide as indicated, butterfly valves, AWWA C504, 150 psi working pressure. Provide iron body, bronze disc, stainless steel stem, and metal —reinforced FPDM seat. Manufacturers: Subject to compliance with requirements, provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. ITT Grinnell Valve Co.. inc. Keystone Valve; Div. of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved mcnufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cast-iron disc, bolted cap. Manufacturers: Subject to compliance with requirements, p rovide check valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc, Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and i hydrants. After installation, apply full coat of asphalt or other acceptable canna ,son-retardin g material to surfaces of ferrous anchorages. Clamps, Straps, and Washers: Steel, ASTM A 506, Rods: Steel, ASTM A 575. Rod Couplings: Malleable -iron, ASTM A 197. Bolts: Steel, ASTM A 307. Cast -Iron Washers: Croy -iron, ASTM A 126. . PART 3 — EXECUTION INSPECTION: , General: Examine areas and conditions under which potable water system'sl noterials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. installation of Identification: General: During back—filling/top—soiling of underground potable water main and services, install continuous underground —EMS magnetic markers, located directly over•buried lines ,at 12 below finished grade. . . r win on 'n leads, and services. Attac h trace e the to 0 fall PVC mains, e • Install wire along Tracer Wire.P top of pipe with duct tope, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface it valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be. stripped and connec`:ed with a wire nut to ensure electrical connection and made woterRroof with an approved silicone splice lit. INSTALLATION OF PIPE AND PIPE FITTINGS: Ductile —Iron Pipe: Install in accordance with AWWC600 "Standard for Installation of Ductile —Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: install in accordance with manufacturer's installation instructions. Polyethylene Pipe: In in accordance with manufacturer'; installation instructions. No splicing together service laterals, they must be one continu.ws run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of '," below uveroge local frost depth or 36" below finished grade, whichever is greater, and a max*timum of 4' unless otherwise specifically approved by the Engineer. Water Mein Connection: 'n with size and In location as indicated in ac cordance ' , Tap water mat t with requirements of water City of Ocoee. Provide cur')- valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire proto6tion services. Water Service Termination: Terminate potable wcter pipinrj. 5'—O" from building foundation in location and invert as indicated_ ^°u ide temporary pipe plug for piping extension into building. All pipe is to be laid in o dry french. The contractor shall provide der:ratering as.required to maintain dry trench throughout construction. Plug all lines under construction at the end of the working day to prevent ground water and potential contaminants from entering completed lines and lines under construction. . All muck and unsuitable materials encountered in trench bottom, sholl, be removed and replaced with compacted granular material to a minimum of 95% maximum dry. density per AASHTO T-180. Proctor and density test results shall be submitted to the Engineer. All trench backfill under future paved areas `shrjll be placed in 12" layers and compacted by mechanical means to a minimum of 95% dens'ity. per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shah be a minimum of 85% maximum dry density as per AASHTO T-180. PIPE CLEARANCE: Horizontal Separation: t A minimum horizontal separation of teen (10) feet outside to outside shall be maintained between water mains and sanitary gravity or pressure —type sewer, storm sewer lines, or reclaimed water lines not regulated under Part III of Chapter 67-610, F.A.C. t . The minimum separation can be redgped 11o. three (3) feet between water mains and sanitary gravity sewer mains if the water main is in ,, separate trench or on an undisturbed earth shelf located at such an elevation that the bottom of the water main is at lEast 12" above the top' of the other lines. f.. t There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engileer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Vertical Sgaorotion A minimum of 12 inches of vertical separation between outside;to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. At all utility crossings one full length of water main pipe shall be centered at the point of crossing. Pipe joints shall be arranged so that all water main joints ore'' -:at least three (3) feet from all joints in vacuum —type sanitary sewer or reclaimed water mains reguloVd under Part III of Chapter 62+610, F.A.C. Additionally all water main joints shall be at least six (6) feet.from all joints in gravity or pressure —type sanitary sewers, wasterwater force mains or reclaimed water riains not regulated under Part III of Chapter 62-610. F.A.C. It is preferable to lay the water main above the crossing horard. There shall be at least 18 inch vertical separation between alter mains and sanitary sewer force mains at crossings without exception. Field problems shall be reported:to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementathn. General Clearance Ngict Deviations and other alternatives shall be considered on a Q.-de— by— must receive case„basis and u approval from the Engineer and FDEP prior to implement.ationt a No water pipe shall pass through or come in contact with at? part of a sanitary sewer manhole or storm sewer structure. ' r t E Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lane. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disosembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cast iron valve box (screw type) to grade with 8" did. or as indicated, concrete collar all around, "WATER" shall be cast in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: Test Pressure: The test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be a minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance with AWWA C600, Sec. 4, M 23 & c 651. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. The Engineer must be present during all tests. Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. Tapping Tees: Tapping tees shall be tested at 100 psi for 15 minutes before the tap is made and separate from the testing of the main lines and service connections. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=ND(P) 0.5 7400 b In the above formula: L = Allowable leakage, in gallons per hour. N = Number of joints in the length of pipe tested. D = Nominal diameter of pipe, in inches. P = Average test pressure during the leakage test, in pounds per square inch gauge Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance, The Engineer must be present during retests. The Contractor shall contact the Engineer and the Owner at feast 48 hours prior to the test. Visual Inspection: All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by . the Contractor at no additional cost to the Owner. Testing of Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If b the i elined that might be damagede there are any special parts of control systems or operators t gy p p test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owner's inspection, the requirements of AWWA C600, Sec. 4.2.3. and the requirements stated herein. ADJUSTING AND CLEANING: Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty u ion containing at least 50 water -chlorine salt t Fills tem with tint of outlet.9 r ears at o Ovate appears P system ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample Protection Public Drinking Facility Department of Environmental he Florida DeY pints ident identified on t9 P P Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. received, No connection to the existing potable water system will be made until clearance has been from the Engineer, FDEP and the Utility Company. p y. v materials, Provide the Engineer an As —built plan of the water main fittings, valves. mate a , etc. that have been installed. As —built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 —STORM SEWAGE SYSTEMS PART I — GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems; not work of this section. "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installers Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right—of—way shall meet the specifications of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS: Product Data: Submit to the Engineer for approval, manufacturers technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe materails, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. Maintenance Data: Submit maintenance data and parts lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 — PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class If unless otherwise indicated. Class I available 60"-144% Class II through V available 12"-144". Fittings: Reinforced concrete, some strength as adjoining pipe, tongue —and —groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elostomeric joints complying with ASTM D 3212 using elostomeric seals complying with ASTM F 477. e STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow —lines of manholes. Manholes Frames and Covers: ASTM A 536, Grade 60-40-18, heavy—duty ductile iron. Include indented top design with lettering "STORM", cost into cover. CA TCH BASINS: General: Provide precast reinforced concrete catch basins as indicated. With cost iron ,grates per ASTM A 536. Grout flow —lines of catch basins. CURB INLETS General: Provide precast reinforced concrete curb inlet tops as indicated. With FDOT Type III frame & cover. Inlet tops much meet or exceed all FDOT requirements. PART 3 — EXECUTION INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Mark defective materials with white point and promptly remove from site. Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual". All concrete pipe joints shall be wrapped with filter fabric per FDOT Index 280. Coordinate with building contractor for building roof drainage system locations — terminate stubs 5' from face of building. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull post each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes, if required, to remove collected debris. Joint Adaptors: Make joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro —static or earth pressure which may result after ends of abandoned utilities have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2' of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: General: Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial iinspection and testing are completed. Compact backfill within pavement areas and up to 3' back of curb to 98% maximum density and backfill outside pavement areas to 95% maximum density per AASHTO T-180 modified. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. Defects requiring correction include the following: 1, Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not less than 95 percent of piping diameter. 3. Crushed, broken, cracked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping. 5. Exfiltrotion: Water leakage from or around piping. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. SECTION 02730 — SANITARY SEWAGE SYSTEMS GENERAL PART 1 — DESCRIPTION OF WORK: Extent of sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for sanitary sewage systems; not work of this section. Concrete work required for sanitary sewage systems; not work of this section. QUALITY ASSURANCE: Manufacturers Qualifications: Firms regularly engaged in manuiucture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to that required for project. Codes and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plu mbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee s specifications, then the Citys specifications shall prevail. SUBMITTALS: Product Data: Submit to the Engineer for approval manufacturer's technical product data and installation instructions for sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual; in accordance with requirements of Division 1. PART 2 —PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033. Type PSP, SDR 35, or ASTM D 3034, Type PSM, SDR 35. Above available 4" through 15". SDR 35: 4% 6", 8", 10", 12", & 15"; SDR 41: 6", 8", 9", 10", 12% and 15". Fittings: PVC, ASTM D 3033 or ASTM D 3034. solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elostomeric joints complying with ASTM D 3212 using elostomeric seals complying with ASTM F 477. Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241 SDR 18 C- 00 color green. Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 21.4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746, AWWA C151 (Pipe) and AWWA C111 (joints), Class 5, Fastite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced concrete sanitary manholes as indicated, and complying with ASTM C 478, Coatings: All manholes shall be painted inside and out with Bitumostic Super Service Black or Engineer approved equal, 15—mil minimum dry thickness. Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM C923, resilient, of size required. Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile -Iron casting designed for heavy-duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN -OUTS: General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean -out plug. Provide round cost -iron access frame over clean -out, with heavy-duty secured scoriated cover with lifting device. Grease Interceptor: Precast concrete per ASTM C913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950. PART 3 = EXECUTION INSTALLATION OF PIPE AND FITTINGS: General; Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white paint and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. CLEAN -OUT INSTALLATION Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cast—iron soil pipe fittings in sewer pipes at branches for cleanouts and cost —iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cast —in —place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturer's installation recommendations, and in accordance with ASTM D 2321. Sewer Service Termination: Terminate Sanitary sewer piping 5'-0" from face of building in location and at invert as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not proceed with interruption until coordinating with local utility company. Cleaning Piping: Clear interior of piping of dir t and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180 Proctor and density test results shall be submitted to the engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 95% density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris. Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravitysewer mains shall be visual) inspected I m a ed b the it f C o Ocoee Utilite n h Y P ( P) Y Y s and the Engineer. Provide equipment necessary to perform visual inspection and make sure all Tines are clean, free of debris, all benchs ore poured, frames & covers are set and any required touch—ups to the manhole coating has been completed prior to inspection. Provide a minimum of 48 hours notice of lumping inspection. Lamping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site contractor shall provide both the City and the Engineer with a copy of the video tape for review and approval prior to final acceptance. Maximum allowable horizontal and vertical deflection is 1/4'. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2—ft. of backfill is in lace and ag ain a n at completion f pp y p , go project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set topg of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existingpiping an r d underground structures so that finished war w' P P k Ill 9 9 conform as nearly as practicable to requirements specifie d for new work. BACKFILLING General: Conduct backfilling operations of open —cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: Testing: Perform testing of completed i i eted In n accordance with lo cal pool authorities having 9 9 P piping 0 9 jurisdiction. SECTION 03310 — CONCRETE PAVEMENT PART 1 — GENERAL - Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318," Building Code Requirements for Reinforced Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Certificates, signed by concrete producer and Contractor, may be submitted in lieu of material testing when acceptable to Engineer. Quality Control, Contractors testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by the Engineer. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may performadditional e o testin as necessary, of concrete. y P9 at no expense to Owner, to ensure quality Sampling: ASTM C 172. Slump: ASTM C 143, one test for each load at point of discharge. Air Content: ASTM C 173, one for each set of compressive strength specimens. Compressive Strength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing, if required. When the total quantity of a given class of concrete is less than 50 cu. yds., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to the Engineer. Contractor and concrete producer within 24 hours after tests are made. Manufacturer's Data: Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Engineer. Laboratory Reports, Submit 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. . . Submit written report to En ineer for each proposed conc rete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Engineer. ep e Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by the Engineer. Use air —entering admixture in all concrete, providing not less than 4% nor more than 8% entrained air for concrete exposed to freezing end thawing, and from 2% to 4% for other concrete. Unless otherwise noted on the Site Construction Plans, all concrete shall be a minimum of 3,000 PSI as 28 days, with 3 to 4 inch slump at time of pour. PART 2 —CONCRETE MATERIALS: Portland Cement: ASTM C 150. Type as required. Fly Ash: ASTM C 618, Type C or F. Limit use of fly ash in concrete mix design to not exceed 25% of cement content by weight. Aggregates: ASTM C 33. except local aggregates of proven durability may be used when acceptable to Architect. Water: Drinkable. Air —Entraining Admixture: ASTM C 260. Water —Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. Related Materials: Waterstops: Flat dumbbell or center —bulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572). Moisture Barrier: Clear 8—mils thick polyethylene; polyethylene —coated barrier paper; 1/8" thick asphalt core membrane sheet. Membrane —Forming Curing Compound: ASTM C 309, Type I. Joint Fillers: See Division-7. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. Exposed Concrete Surfaces: Sui'able material to suit project conditions. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric: ASTM A 185. PART 3 — FORMING AND PLACING CONCRETE: Job —Site Mixing: Use drum type batch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd. or fraction thereof. Ready -Mix Concrete: ASTM C 94. Form -work: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide openings in form -work to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Concrete Sidewalks: All concrete sidewalks shall be a minimum of 4" thick, except at driveways where they shall be a minimum of 6" thick. Joints: Provide construction, isolation, and control joints as indicated or required. If no expansion joints are shown provide at a maximum of 20 feet on center each way. Provide Expansion Joints between concrete pavement and concrete curbing. If no control joints are shown provide at 10 feet on center each way. Locate construction joints so as to not impair strength and appearance of structure. Place isolation and control joints in stabs —on —ground to stabilize differential settlement and random cracking. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cast -in -place concrete. Use setting diagrams, templates and instructions provided by others for locating and setting. Concrete Pla cement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand nodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. Protect concrete from physical damage or reduced' strength due to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306R. In hot weather comply with ACI 305R, Concrete Finishes: Exposed -to -view Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with t o coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient flooring, point or other thin film coating. Consolidate concrete surfaces by finish trowelling, free of trowel marks, uniform in texture and appearance. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not Tess than 72 hours. Continue curing by use of moisture - retaining cover or membrane -forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Protection: Provide barricades as necessary to prevent damage from vehicles or pedestrians. Sweep concre te paving not mo re than 2 days prior or to dote scheduled fo r substantial completion leti on inspection. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off —Site Striping: (Within public road right—of—way and access drive.) Striping: Use thermoplastic striping. On —Site Striping: Use chlorinated —rubber base traffic lane —marking paint, factory —mixed, quick — drying, non —bleeding, 2 coats minimum, unless thermoplastic striping is specifically specified (i.e. fire lane striping, etc.). Color: Whit e unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. APPIY point with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. CITY — AS —BUILD INFORMATION NOTES: A Sanitary Sewer 1. Top elevations of each manhole/structure frame and cover. 2. Invert and pipe size of each sanitary line entering and leaving each manhole/structure, 3. Length of each run of sanitary main between manholes/structures (center to center). 4. Actual grade of sanitary main between manholes/structures. 5. Locate all service wyes from downstream manhole/structure with depth at lot line and distance from the main line. 6. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties), B) Storm Drainage 1; Top elevations of each manhole frame and cover or structure grate as well as all other structures (headwalls, control structures, etc.) 2. Invert e t elevation of each storm sewer main entering and leaving each structure, including underdrains. 3. Inverts of off mitered end sections, endwall/headwall, other end treatments. 4. Ac tual r g ode of pipe and pipe size between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs. C) Water System and Force Mains 1. Actual lengths of pipe between branches and valves in the run. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). 3. List the approximate depth of the lines as all valves, fittings and fire hydrants. I - A ­_­. I Z W M r I M Z U O _ IX '_ , W M W C ' O ` v i-- .., CY I' ``_ r'4 i -Jre �i W — a ` I! , 11 g _x- ��. N ,i i � . ; .. Ze rD l c} 0 ;I ,:-� N ' � e ,t1 _} '.; 00 [� ` 4 t, N T 0 U_ \ I M 0 q . wIN �.s� , 0 .mot W '4 w -� a_ t6 °`1 �fr40 �J 'V�ft 1.� . , nb 4 q C 0 -V v1 -4 of /) r.14- o Q) � z Q) 0 gz I < ( (Z) .Z) CJ ^1 (Z) C)I :: A1111111111- Q O �34 I CQ -h U Q) W 44 64 V o n O V(Z)4 � I 11 C� -4 0 E*� l� C N_Si d i— a) C: L 't tL E O _� C: C: C:)O Q r—� r� fa —. L0 a)_W h E .N W N 0) a)o U O ° 7 .�i �� V) Qin a)a) W Q ,-- Q .0) l ..........:) O — s Ill z QL 0) a p (l) -p .C** _�l.../ () fL < 1FM=Mmq if:C N � 0 in N � 0 co O w C 0 0 0 0 10 //�� `6..) r— /''� � � � = — Q / f� N O Iq � _[ t / 04 I� O (n t J O U LL is--"4 O .__I co N o li vJ ^ ( ...> C a c 0 � � CD Iq I��`i N o_ c O N .TZ _(__ 0- ENGINEER i �i kr' Y ? r''1 )' " S i l�' ;i _. r RONALD HENSON, 11, F.t - FL REG. 34836 DESIGN DRAFT F�1=CK. RMH DSG F PROJECT NO.02072SP DATE OCT., 2004 SCALE NONE] SHEET . 11 0 F i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I J K Printed @ 24"06" 1 A i C D E F G H I J K SYM QTY BOTANICAL NAME COMMON NAME ANNUALS ® 1449 Annuals VINES 2195 Trachelospemium jasimoides Confederate Jasmine SHRUBS AND GROUNDCOVERS ® 3427 Dietes vegeta African Iris ® 664 Lantana montevidensis Purple Trailing Lantana 2127 Rhapiolepis india 'alba' Dwarf Indian Hawthorn 698 Viburnum odoratissium Sweet Viburnum / 215 Philodendron selloum Split Leaf Philodendron ® 267 Rhodendron `Duc De Rohan' Duc De Rohan Azalea UNDERSTORY TREES 49 Lagerstromia indica Crepe Myrtle 63 Ligustrum japonica Tree Ligustrum CANOPY TREES U23 Magnolia grandiflora Magnolia + 15 Quercus laurifolia Laurel Oak + 74 Quercus virginiana Live Oak it �x L ] _:1 C t� r =s NORTH Scale: 1 "=30' 30 15 0 30 60 1 12.02.04 Address TSRC Comments of 11.19.04 No. Date: Revisions / Submissions: ©Copyright 2004 by Lucido & Sole Design. These documents and their contents are the property of Lucido & Sole Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of Lucido & Sole Design is prohibited by law. LUCIDO & SOLE DESIGN Land Planning/Landscape Architecture 827 North Thornton Avenuc Orlando, FL 32803 Voice 407-898-9521 Fax 407-898-9768 Large Scale Preliminary/ Final Site Plan For Lot Q & Tract P, Ocoee Commons PUD SR 50 - Ocoee, Florida Date: 12.01.04 Project: 384 y� Lands � e Drawn' KS 1 Checked: RK P 1 Sheet: ,A ,�L 1 Sheet 1 of 2 1) 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I J K Finished Grade d a Shrub/Groundcover Detail SCALE: 1/4"=l'-0" Supplemental Landsc11 aping I This landscape plan presents the minimum landscape treatment as needed to satisfy the City of Ocoee Land Development Code requirements. The applicant reserves the option to provide supplemental landscaping and/or the modification of this plan so long as the revised plan meets or exceeds all City requirements. 2" Dia. Stake Drive 18" Min. Into Existing Soil 3" Mulch Layer 32" Cinch Tie Form Saucer with 3" Continuous Rim — Finished Grade 2" Above U. Ora& r Backfill Existing Soil 3" High Earth Saucer --, ,•y: }{e5 y<n=_;.^ Note: Provide 2 Stakes And Cinch ties Per Tree 4. Backfill — .:x •`�y 2ii � ` . 4�3v Limit Of Mulch= Stakes 32" Cinch Tie Multi -Trunk Tree Detail SCALE: 1/4" F-0" Tree Preservation This plan anticipates the preservation of 20+/- large trees. Sam-lle Plant List For Landscape Requirements SYM QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS ANNUALS ® 1449 Annuals 4" pots, 9" O.c., type to be selected at time of planting, install 9" depth of VINES special planting soil mix 17T2195 Trachelospemium jasimoides Confederate Jasmine 7 gal, full on 6' trellis, weave thru fence and SHRUBS AND GROUNDCOVERS ® 3427 Dietes vegeta African his 3 gal, full plant, 18" o.c. 12" offset from pavement ® 664 Lantana montevidensis Purple Trailing Lantana 3 Gal., full plant, 18" o.c. 2127 Rhapiolepis india'alba' Dwarf Indian Hawthorn 3 gal, 15"x15" full plant, 24" o.c., 18" offset from pavement 698 Viburnum odoratissium Sweet Viburnum 3 gal., 30"00" full, 30" o.c. / 215 Philodendron selloum Split Leaf Philodendron 7 gal., 36"x36" full, 36" o.c. ® 267 Rhodendron Duc De Rohan' Duc De Rohan Azalea 3 gal., 16"x18" full, 24" o.c. UNDERSTORY TREES 49 Lagerstromia indica Crepe Myrtle 65 gal., 10-12' ht., 6-8' sprd., 3-5 trunks max. 1" min. dbh each, container grown 63 0 Ligustrum japonica Tree Ligustrum 65 gal., 6' ht., 6 sprd., 3-5 trunks max. 1" min. dbh each, container grown CANOPY TREES + 23 Magnolia grandiflora Magnolia 100 gal, 3-1/2" dbh, 14'-16' ht., 5-6' spd., 3-1/2" cal., straight trunk, 5' ct. min., container grown + 15 Quercus laurifolia Laurel Oak 65 gal., 3-1/2" dbh, 13' ht., 6' sprd. min., 3" cal. min., 5' ct. min., + 74 Quercus virginiana Live Oak container grown 65 gal., 3-1/2" dbh, 16' ht., 8' sprd. 3" cal. min., 5' ct. min., container grown Total Trees Required/ Provided 1449/ 1449 Total Annuals 2195/ 2195 Total Vines 3427/ 3427 664/ 664 2127/ 2127 698/ 698 215/ 215 267/ 267 7238/ 7238 Total Shrubs & Groundcovers 49/ 49 Total Understory Trees 63/ 63 112/ 112 23/ 23 15115 Total Canopy Trees 74/ 74 112/ 112 Total Trees 224/ 224 32" Cinch Ties Loop Around Tree 2" Dia. Lodgepole Stakes Driven 3' Min. Into Subgrade 3" Earth Saucer To Hold Water Backfill vlulch Finish Grade 3" High Earth Saucer <� Note: Provide 2 Stakes _i,=:ti And Cinch ties Per Tree Backfill Limit Of Mulch r� 3_=" = Stakes 32" Cinch Tie �\.T.ree.D.eta.il SCALE: 1/4"=1'-0" Irrigation Notes 1. An automatic low volume irrigation system equiped with an automatic rain shut off device shall be provided for all landscape areas. When available irrigation system shall utilize LQ/ effluent water source. See Sheet I-1 for detailed irrigation design. Landscape Notes 1. Refer to Technical Specifications Section 02480 - 9. Fine grade all areas to be planted and sodded in order to Landscaping. These specifications are separate from these eliminate bumps and depressions. Prior to planting or sodding, drawings and provide required information about the obtain approval of the grading from the owner's representative. The project. Request a copy from the General Contractor if not contractor shall be responsible for repairing and regrading provided one. wash -out areas caused by erosion until final acceptance of the project. 2. All trees and palms and plants are to be Florida No. 1 or better as outlined under Grades and Standards for Nursery 10. Exact locations of trees are to be coordinated in the field with Plants, Division of Plant Industry , Latest Edition. the Landscape Architect. The contractor shall provide flags or other items to mark proposed locations of trees as part of the basic work 3. All plants, shall be from Florida stock and shall have been contract. grown in a Florida Nursery. The contractor shall provide a plant purchase receipt documenting such information prior 11. Percolation tests are required for all planting pits for Phoenix to delivering the plants to the project site. spp. palm trees. After the planting pit is dug to the proper depth, fill pit with water and document the amount of time it takes for the 4.No substitutions of plants are allowed without prior water to drain from the pit completely. Notify the owners written approval from the Landscape Architect and the City representative to witness the test. of Ocoee. B&B trees will not be accepted as a substitute for container grown material. The plant sizes listed in the plant 12. Prior to installation of any plant materials, the contractor shall list are minimums and no containers smaller than specified demonstrate that the automatic irrigation system is operational and will be accepted. It is not anticipated that significantly larger capable of watering plants to be planted. sizes will be provided based upon the plant specified container sizes. Plants that are significantly larger but are 13. All trees, shrubs and ground covers are to be planted according root bound will be rejected. to the details in these plans. If the contractor prefers to use other staking methods than shown in the details, he or she must submit 5. The quantities shown in the Plant List are for convenience proposed staking details to the owner's representative for approval only. If there is a discrepancy between the plan and the plan prior to installation, list the plan shall rule. No additional compensation shall be granted due to errors in quantities. 14. All areas that are not otherwise landscaped, mulched or paved shall be sodded. The contractor shall ensure that the new sod island 6. All existing plantings not shown to remain within the neatly and the proper level when abutting the edge of all curbing, limit of work are to be removed and hauled off -site by the sidewalks, planting areas and around sprinkler heads. contractor. Coordinate with the owner's representative prior to beginning clearing. Bed preparation is required for all 15. All planting and other areas not paved or sodded shall be planting areas. All existing vegetation, weeds and debris mulched with 3 inches of pine bark mulch unless another type is shall be removed and legally disposed of off the site from specified. planting and mulch beds within the limits of the project. Take care not to disturb existing tree roots. 16. All trees, shrubs and groundcovers are to be guaranteed for one year from the date of Final Acceptance. Refer to Technical 7. If present, the contractor shall remove limerock, concrete Specification Section 02480 - Landscaping for additional and other deleterious debris from planting beds. If debris is information. integrated in the soil, the soil must be excavated and replaced with acceptable soil described in the technical 17. Landscape areas not planted with shrubs and groundcovers, specifications Section 02480 - Landscaping. mulched, or left in a natural vegetative state shall be sodded with St. Augustine'Floratam' solid sod. 8. In all shrub and ground cover beds, the contractor shall provide a three inch layer of horticultural peat. In all Azalea beds, the contractor shall provide a six inch layer of horticultural peat. Work peat into the top inches of soil prior to planting. Landscaping Requirements Required Landscaping North Perimeter (Required/ Provided) Tract "P" Retention Buffer & Pedestrian Connection - Required buffer area = 7170 SF/ 7170 SF - Min. 10' depth - 2 shade trees/ 100 LF @ 717 LF = (15115) - 3 understory trees/ 100 LF @ 717 LF = (22/22) - Min. 6' ht. continuous screen wall (Green Screen) = (676') Continuous screen wall (Green Screen) = (600 LF/ 612 LF) Confederate Jasmine, 7GAL., 3' O.C. alternating on greenscreen @ 612 LF = (204/204) - 30% of required buffer area shrubs and groundcovers = (2200 SF/2250 SF) South Perimeter Public R.O.W. SR 50 - Required buffer area = 16625 SF/ 16625 SF - Min. 25' depth - 2 shade trees/ 100 LF @ 665 LF = (14/14) - 3 understory trees/ 100 LF @ 665 LF = (21/21) - 1'-2' ht. berm (4:1 max. slope) maintain 2' ht. for 40 % @ 665 LF = (270 LF/ 300 LF) - Min. 3' ht. continuous landscape screen adjioning drives and parking areas = (373') - 30% of required buffer area shrubs and groundcovers = (4500 SF/4600 SF) East Perimeter Existing Commercial (Proposed Drive Connection) Including East Side of Pond - Required buffer area = 2410 SF/ 2410 SF -Min. 10' depth - 2 shade trees/ 100 LF @ 241 LF = (6/6) - 3 understory trees/ 100 LF @ 241 LF = (9/9) - Min. 3' ht. continuous landscape screen adjoining drives and parking areas = (373') - 30% of required buffer area shrubs and groundcovers = (723 SF/723 SF) West Perimeter Access Road - Required buffer area = 4875 SF/ 4875 SF - Min. 15' depth - 2 shade trees/ 100 LF @ 325 LF = (6/6) - 3 understory trees/ 100 LF @ 325 LF = (9/9) - Min. 3' ht. continuous landscape screen adjoining drives and parking areas = (373') - 30% of required buffer area shrubs and groundcovers = (1470 SF/1500 SF) East Buffer Requirement Tract "P" - Required Buffer Area = 1700 SF/ 1700 SF - Min. 10' depth - 2 shade trees/ 100 LF @ 170 LF = (4/4) - 3 understory trees/ 100 LF @ 170 LF = (6/6) - Min. 3' ht. continuous landscape screen adjoining drives and parking areas = (373') - 30% of required buffer area shrubs and groundcovers = (5 10 SF/510 SF) West Buffer Requirement Tract "P" - Min. 10' depth - 2 shade trees/ 100 LF @ 140 LF = (3/3) - 3 understory trees/ 100 LF @ 140 LF = (515) - Min. 3' ht. continuous landscape screen adjoining drives and parking areas = (373') - 30% of required buffer area shrubs and groundcovers = (420 SF/420 SF) Pedestrian Walkway To Residential Property - 1 Tree/ 30 Linear Feet of Walkway @ 1301.f. = (515) Parking Lot Landscaping - Total paved area = 98800 SF - Parking lot landscaping = 10 % of the paved area within project site @ 98800 SF = (9900 SF/10000 SF) - 1 tree/ 4 parking spaces @ 215 sp. = (54/54) - 50% trees shade trees @ 54 = (27/48) - Pedestrian connection landscaping = 1 tree/ 30 LF @ 212 LF = (7/7) Landscaping at Base of Buildings - Required area = 11220 SF - Min. 10' landscape area around buildings - 1 tree/ 30 LF building perimeter @ 1122 LF = (38/38) - shrubs and ground cover = 50 % of required open space @ 11220 = (5610 SF/6000 SF) Tree total of 224 includes: 120 trees located in Perimeter Buffers of Lot Q & Tract P, 5 Trees provided for the Walkway to the Residential Property, 54 Trees are provided within the Parking Lot Landscaping with 7 for the pedestrian connection, and 38 trees for the Landscaping at Base of Building Printed @ 24"x36" I 1 A B C D E F G I J K �T NORTH Scale: 1 "=30' 30 15 0 30 60 1 12.02.04 Address TSRC Comments of 11.19.04 No. Date: Revisions / Submissions: @Copyright 2004 by Lucido & Sole Design. These documents and their contents are the property of Lucido & Sole Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of Lucido & Sole Design is prohibited by law. LUCIDO & SOLE DESIGN Land Planning/Landscape Architecture 827 North Thornton Avenue Orlando, FL 32803 Voice 407-898-9521 Fax 407-898-9768 Large Scale Preliminary/ Final Site Plan For Lot Q & Tract P, Ocoee Commons PTD SR 50 - Ocoee, Florida Date: 12.01.04 Project: 384 LandscVe Drawn: KS Checked: RK Det • Sheet: .� L-2 Sheet 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A C 15 F G III I J K 1 2 3 LEGEND • i RAINSIRD IWO SERIES 6" POP-UP ■ RAINBIRD IWO SERIES 12" POP-UP A_..___.__._s RAIPIBIRD 18IDO SERIES VSHRUB SPRAY ON RISER____._....._._.___._....__ ® i RAINBIRD W04 BUBBLER ON FLEX PIPE ----------- I RAMBIRD DRIP TUBIIJ 9 GPH EMITTERS EVERY 12". PLACE ROUT ----------- ;12" APART. { CLASS 200 PURPLE PVG LATERAL LIRE:- SIZE AS SNOWN UNTIL A i SMALLER SIZE 18 SWOM MINIMUM SIZE OF 3/4" (EXCEPT RJSERB AND } FLEX PIPE) I CLASS 200 PURPLE PVC MAINLINE-2" r t SOH. 40 SLEEVE (MINIMUM OF 18" DEPTH AND 2 SIZES LARCxER - __THAN TlE.PIPE SIZE OR AS LABELED ON THE PLAN)__-- ! HUNTER ICV ELECTRIC VALVE. 1 14" OR SIZE AS SHOWN ® { BELOW) INSTALL VALVE IN AN AMETEK 10" ROUND VALVE BOk 0-24 GPM-1" 25-55 64011■I 1i 156 AND HIGHER GPIJ 4 5 6 �f QftNERr4L NOTES r1) R7°FEI¢ TO 11-a LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND "UaI6 HAND DIG ARMY ANY EXISTING TRIJ DO NOT CUT ANY ROOTS OVER 2' IN DIAMETER. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF fee OF COVER ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 120 OF COVER. 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONeCTIONN, DO NOT USE FVLYE1 H46TE PIPS. 4) ADJUST ALL NOZZLES TO 149DUCE WATER WASTE ON HARD SURFACES 4 IN M WALLS. THROTTLE ALL VALVES ON SHRUB LIMES AS REQUIRED TO PREVENT FOGiGING. USE ADJUSTABLE NoznAa WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS, 5) ALL RISERS SHALL BE PAINTED BLACK AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRAVIOLET LIGHT PROTECTED PVC CLAMPS. 6) ALL CONTROL WIRE SPLICES SHALL BE MADE N VALVE BOXES USING KING °ONE STEP" CT COMMIE OR8 AND SEALANT WITH W S U� NUT 1)11-E CONTRACTOR SMALL PREPARE AN AS -BUILT DRAWING 8HOWING ALL IRRWATION INSTALLATION. THE CONTRACTOR SMALL NEATLY MARK N RED NK ON A WHITE BOND PAPER COPY OF THE WFRt"IION PLAN! ANY INSTALLATION THAT DEVIATES PROM THE PLAN. I E At -BUILT DRAWING SMALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MAIJ11.111MMENTS SMALL BE MARKED ON THE PLAN EVEN WHEN TFE EQUIPMENT 16 INSTALLED N THE EXACT LOCATION AS THE PLAN. 8) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED N VALVE BOXES. THE VALVE BOXES SHALL. BE PURPLE WHEN USING REUSE WATER 81 ANY PIPNG 611-10131 OUTSIDE THE PROPERTY LNE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SMALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR FIDE A el 40 SLEEVE, 10) ALL RISERS SMALL BE INSTALLED 120 FROM ANY WALL AND A MINIMUM CF 12" FROM ANY SIDL u4LK PATIO OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SMALL BE DETERP1INED BY THE OWNER'S REPRMSENTITNE N THE FIELD. IU THE CONTRACTOR SHALL EXERCISE CARE 60 AS NOT TO DAMAGE ANY EXISTING, UTILITIES. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK. G CONTROLLER-RAINBtRD ESP-LX 24 STATION AS SHOUid ON THE PLAN, INSTALL WITM A MINI-CLIK 11 RAIN SENSOR. AdD WITH A G� GU ALL WORK SMALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AG AIJ ALL 091"E)GTS N EQUIPMENT AND WlOImC'IANBMIp (OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS) MINIMUM S' COPPER CLAD ROD. SLEEVE t0 AS REQUIRED_ 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER WELL OR PUMP SMALL BE PROtAii To A AI NCTION BOX OR DISCCTINECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR 'g O SAGKFLOW FWSVENTER-2"—DOUBLE CHECK VALVE TYPE. (BY BY OWNER 1tANl:Ti IT IS NOT PART OF THE BID PACKAGE 14) IT SMALL BE THE IMSPOW04LITY OF THE CONTRACTOR TO rj CONTRACTOR) SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF THE : HEADS THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT of THE LANDSCAPE ARCNTtECt OR OWNER SMALL55 tION CONTRAMOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN z 01 I^ f� METER 1 1R"- CONVERT TO REUSE WATER WHEN AVAILABLE 0 THESE AREAS. 0) 48 HOURS BEFORE DWG ill CALL I-WO-43T dTTO (SUNSHINE STATE ONE CALL CENTER) �. .. "...L r � i ✓t _ 3 C " ! t t ,Yy,t _. ?"' # G.� - '.JY W.�tt, t:- t' St .v ' 4,:/ jfi k'Y.tY "h.l 3kh �- s...N?a�_a.. uY.,,,A,.......... .J.n'a ._.,..s._.,nr...:�,i�.S.,_.....UW,.:�.....�a..nr'..SIv,S?'_'..eir�,.,,L—..._YC.Wv.�.W..._,'...'A..,.,......u:an_.,.11'.tVS;_,__..:at,>faA.=i...tG,.1.ee.�J�'vY}C......,.; 1,..../. .. _ ..._.r xai:F_t:._:, ... .��}—.j,>n: F'LC.F�.�L.nt_s�.✓h:�`..rjtk.�s:;l'r�.Y.,.mx�L �ai£w.i�..4......, _{.. r_f.,E..w� a.,r.a't_x..�:..t,_aLw..,.L ALL ABOVE GROLMD EQUIPMENT SHALL BE BLACK OR PAINTED BLACK ' l I _.............. TRACT AREA/DRAINAGE EASSEMEAT 1 '+1 / rF � " ONF 4�i1 1 .- / F 3/ II 4 Z f F j' � Z N i r � �} I z A z �+ I A A Z / _ ... 1" 3/4' 1 / J) _._ ..__.._ __.... ... _. _-_.... 3/4 u A __T ,_ar—i �,.,.; ,,..z' lk,� ,,.: '.�,» `' z - -: \ _ �1 1 L• --. -_- Vic. .. r/ 3/ z\\ II n T 3/4 A 1�/zt /�--DRIP TUBING- SEE LEG I T / ---- �>i / Z Z / t / 2'1 SLEEVE �- 11 ....._. i Z 4114 211 Z // _ Q 2 SLEEVE SLEEVES IIII z�<�r ,� } -----==-==- =--� = G M _ __ __ y ,, -------------- --=- �� 3/¢it / I t4" SLEEVE ,,.; -` 30 d I a,: IIII \ ^' /�A T q + Frx o IIII _ �c p I 10 IIII O BACKfiLOW PREVENTER (UNTIL _ I " T (III 36 REUSE WATER IS AVAILABLE) T 1 1/2" METER (CONVERT TO II REUSE WHEN AVAILABLE II T 1I 1I lI(II II I II II II II II II II11111 II I1I1I1I1I11I 1I I 11111 19 ^4 E� Q� li T T T ��illlilnullill nllun��lli�ll II �,II,IuuIIIIIInluullllllll34"(IIIIII1111IlillIIIIIII'IIIIIIiI` ,i t II yIIIIIIIIIIIIIIIII..... fill e =� 5LEE�y'� +) I ' t z , il�lnllllllunllnnull �{ I 1 T F IIIIIIIIII�utulvh� , J 3/u T N I I I I i �- 37 ` G_ G M 11 M Cs ---1 t ' ;` I Z z �IIIII �" b P�;3 T T Z I =k-------------- 2" SLEEVE 21 1 2 �1 SLEEVES 4II 4 211 ry , SLEEVES ' r L, M M J T J J — r I \ N I 3/ " I" / K M M L Jill M M T T J J lye J T T T T -/IZ� M M fit T J It K 2" SLEEVE 2" SLEEVE I I' I z� k R 2" SLEEVE r.,. M° M T � +,r I T �` 341t r 2� l M 0 M T T J T J I ( ' I ( � 1 yam,, 5 47 /4 PLACE THE RISERS IN THE I+ I I T:xi CENTER OF THE HEDGE. REFER I I T T fiq t MileM D J Tm� TO THE LANDSCAPE PLAN FOR I THE EXACT PLACEMENT. DO - I I I T yorv" NOT INSTALL THE RISERS WITHIN 7 a r 21-01, OF THE CURB. ,� j I T Z /� t 3/411 rt--A-,`r. A 4 / v Iy —� 3 46 ta>. T I F M F xtu Ay' F - - - -_- - D I I L-3/4 F_ D 411 D F D D D F D 34 itD D 1= D �. A 3D D / D D 1 - - - i " K- f� IG f4 IG -K D j K __--_ —__ — __ __ __ J f y 3 K K-- ,G_�. K- K—I�. K K� Kj�K ------ — \ T CD p D D. TI \ SLEEVES 4" SLEEVE _---- �_--- ---_---------------------- 7 8 • ALL MEADS SHALL BE INSTALLED A MINI'IM OF 12' AWAY FROM ANY BUILDING, " SPRINKLER NOME �s �alw.K awls T-76,_.=7 3 Y BWY ANN IMLY .; : PVC BTI�ET IOR BOWS LATERAL LNIl • COC"DNATE PLACER WITH T NOTALL RIBFFRB IN THE CENTER Or- -PANT THE RHOW BLACK —�. 4- "am 40 RISER IRAPROTECTIVE �`U .CM TEE OR ELBOW 2 3 4 5 6 7 8 G1 • ALL VALVE BOXES SHAD. BE MARKED INSURE WITH THE ZONE 11I'EER ON PLASTIC CNIJ TABS OR AS PER THE WRITTEN! SPECIFCATIONS. VALVE BODC GRAM TO LAT ERAL LINE 1S MAINLINE 10 NOZZLE 11 12 _ _12 . �?._.� -1 0 _.. 2B_ I Ise._.._..__ 15._- 15'_ IWO-MST .J bl! X _.__t WLL__.____._.._. TC�1�_-__ THIS_._ HALF_--- ZONEHlA'1BER- �� � StRtP__.___ _ H _-. ---_ K _~ a�8fd0-15CS 18 -1OVAN_ !4$_ T_ 10'__- 1$(-1f�F-1-�4 $TWP __ IPJ DEG At�,7�_ST_ s i GA1-LOPES ' L._..! M _ _ _rb_ 10' 1800-9SST Ll{ 9rXrB' S�PE SfR1P��� i'ER MINti L--WATER USE _ 1�l rSf�0=12H _ 4 12'_ _ _ _lam' ____- wI=OW_GsA)_{.ON 1 '*. H=HIGH tZ_ 1800-10Q-LA s - 39. m_' Ifd' -__ - S' �180ID-1lDtN-LA ONE _THIRD t.0lU C�2tJ,4RTER °' soD t + 19�- 10� ___Sr_ '. Y -.AT GiUAjaT€j2 M=MEDIUM nT�IAL __W_._ }_180ID-1m ALAMICS=ID60 - X 11L3w0 __Im_H..I,A<1°Cs_-m�m.s_�I�N), _ $t-8 L _HIS_ r— - - - - -- - — ��. _ _ - 9 GPM HALF 3L■LOW x Z 1800 15vAN i VARIES ' 15' ADJUSTAi3LE ' N4TIYE PLA NTe ; t A /� p— a RE — USE WATER RE (1�GMENTs • Will AS PM M= • PLACE THE RAN ON& TO R,xEIVE RAN FROM ALL DII�CTIOM6 1) ALL PIPE SHALL. BE THE PURPLE REUSE rn=F- 4070,- 2) ALL MAINLINE SMALL HAVE MAGNETIC MARKER TAPE PLACEp IN THE TRENCH 6" ABOVE PIPE. 3) SPRINKLER HEADS SMALL HAVE PURPLE INDICATORS TO ALERT THE PRESENCE OF RE -USE �Tvm 4) ALL Moftli AND ELECTRIC VANES SHALL HAVE PURPLE INDICATORS TO ALERT THE PRESENCE OF REUSE W ATM ELECTRICAL �_ s) ALL VALVE BOXES SHAD. HAVE PURPLE LIDS TO INDICATE THE PRESENCE OF REUSE WATER Hp� A1GTRp��pp�'" s j 6) ALL EQUIPMENT SHALL BE INSTALLED AS PER ALL LOCAL, Coull STATE, AND FEDERAL CODES. PROVIDE AND INSTALL ALL REQUIRED REUSE SW e to. �F �R 9) ALL CROSSINGS OF IRRIG41I0114 PIPING AND POTABLEW4TER LINES SHALL HAVE THE VERTICAL. PVC COHI�UIT TO USUALLY VERIFIED AND THIS VERIFICATION MUST BE SHOWN ON THE ASBUI LT DRAWINGS BY DOCUMENTING THE VERTICAL MEASUREMENT SEPARATING THE PIPER. M�AIWB.TI� PL�AGR�WREB W.D� WDERMMN I� I1G 8) THE VERTICAL SEPARATION BETWEEN THE POTABLE AND REUSE WATER LINES SHALL BE A MINIMUM OF 18. 1H I8 SEPARATION SHALL BE VERIFIED AND DOCUMENTED N A SET OF ASSUILt DRAWINGS A8 ^^��'' TRO L LER DETAIL PER SPECIFICATIONS. THE HOWZa4TAL SEPARATION SHALL BE &' CENTER TO CENTER AND 3' wl� OUTSIDE TO OUTSIDE P VERTICAL. MINIMUM OF W IS NOT MET REFER TO THE BPECPIG CODE P THESE SEPARATIONSCAN NCTiaEMET. 9 10 411 4 211 SLEEVES 11 12 13 14 DRIP TUDING NOTES 1) INSTALL ALL DRIP TUBING AT GROUND LEVEL AFTER PLANT INSTALLATION, USE U SHAPED WIRE STABILIZERS A MIN. OF 10' Or- TO HOLD THE LINES IN PLACE, 2) KEEP ALL DRIP LINE CLEAN AT ALL TIMES BEFORE THE FINAL CONNtE=OK A TAPE ALL TUBE ENDS OR USE DIRtCAPS. 3) AVOID SHARP BENDS M THE TUBMG. DO NOT BEND THE TUBING WITH LESS !HEN A 120 RADIUS. 4) ALL DRIP TUBING SHALL HAVE UNIFORM SPACING AND BURIAL DEPTH. 5) INSTALL DRIP TUBING TO ALL AREAS THAT SHALL RECEIVE PLANT MATERIAL. SEE THE LANDSCAPE PLAN FOR THE EXACT LOCATIONS 6) SPACE TUBING AS NOTED ON T14E PLAN. THE PLAN DOES NOT ALWAYS 814OW ALL O RIP TUBING. THE PLAN LAYOUT IS SHOWN FOR CLARITY ONLY. 1) REFER TO THE MANUFACTURERS DRIP INSTALLATION MANUAL FOR INSTALLATION INSTRUCTIONS. 8) ALWAYS FLUSH ALL LINES BEFOFM FINAL CONNECTORR W REFER TO THE LANDSCAPE PLAN TO AVOID LAYOUT WHERE TREES SHALL BE INSTALLED INSIDE PLANT BEDS 10) ALL MAINLINE SHALL BE BURIED TO A MINIMUM DEPTH OF 244. 11) ALL CONTROL WIRES SPLICES SHALL BE MADE IN VALVE BOXES USING KING CONNECTORS ,AND SEALANT ALL WIRE SHALL BE 14 GAUGE, EXCEPT WHERE NOTED OTHERWISE. MUTI-STRAND WIRE CAN BE USED INSIDE SLEEVES, B 12) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNNG OUTSIDE THE LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. 13) THE CONTRACTOR SHALL EXERCISE CARE 80 AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK. 14) INSTALL ALL FLUSH VALVES INSIDE A VALVE BOX 15) CLEARLY AND NEATLY MARK THE TOP OF EACH VALVE SOX WITH THE TYPE OF EQUI16) THE VALVE T IT IN ETW ASSEMBLY SMALL BE PLACED INSIDE A� CONCRETE VANE BOX. THE VALVE SHALL BE INSTALLED AS PER THE DETAIL ON THE PLANS IT) THE DRIP TUBING SHALL HAVE EMITTERS EVERY 12" AND SHALL BE SPACED 12" APART IS) FILTER SIZES■O-1? GPM=3/4", 18-26 GFIJ 21-53 GPM■I 1/2' 54-132 G011=2" 15) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS/HER WORK WITH THE LANDSCAPE CONTRACTOR 1 Dj I DI 1 3/4t D' ICI 0) D zl Q _ / ID %/4i . ._... , D �F 2ory , =- _ t Itr 15 T .Sid T� 7 T r ' IS �T u�t 46�j T T �T IT i' D D j D i D ' '341I i D t , D r yk 3: x £ S°t r ar Z ,{ 411 4 211 SLEEVES _ D 49 Printed @ 24110611 I 13 14 C W G J� 10 9"?e 90 04 vi Sq 9oa' cod o^s Scale: V = 301 \V 30 15 0 30 60 No. I Date: I Revisions / Submissions: QCopyright 2004 by Lucido & Sole Design. These documents and their contents are I the property of Lucido & Sole Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of Lucido & Sole Design is prohibited by law. i LUCIDO & SOLE DESIGN Land Planning/Landscape Architecture 827 North Thornton Avcnuc Orlando, FL 32803 Voicc 407-898-9521 Fax 407-898-9768 Large Scale Preliminary/ Final Site Plan For Lot Q & Tract P, Ocoee Commond PUD SR 50 - Ocoee, Florida Irrigation Details Date: 12.06.04 Project: 384 Drawn: LWS Checked: RDK Sheet: LI-1 1 of 1 5 z 7 0 9 10 12 13 14 M L K J H G F IAA E w D C B A LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER & CATALOG NUMBER DESCRIPTION LAMPS VOLTS REMARKS OR APPROVED EQUALS BY LITHONIA SITE POLE LIGHTING, POLE MOUNTED ® 30'-0" AFG, 1 LAMP, METAL (1) 40OW MH 208 SEE POLE DETAIL ON THIS SHEET. DAYBRITE, METALUX A KAD-400M-SR4SC-208 HALIDE, DIE-CAST ALUMINUM HOUSING, FULLY GASKETED TEMPERED GLASS MOUNTING HEIGHT SHALL BE 30'-0" AFG. PROVIDE 38'-0" OVERALL FIBERGLASS TAPERED LENS, TYPE IV FORWARD THROW, SHARP CUTOFF, POLE SHALL BE RATED POLE SHALL BE 38'-0" OVERALL. BLACK POLE WITH HANDHOLE. FOR 110 MPH WIND LOAD, EXPOSURE C, IMPORTANCE FACTOR 0.77. LITHONIA SITE POLE LIGHTING, POLE MOUNTED ® 30'-0" AFG, 2 LAMPS ® 180', (2) 400W MH 208 SEE POLE DETAIL ON THIS SHEET. DAYBRITE, METALUX AAKAD-400M-SR4SC-208 METAL HALIDE, DIE-CAST ALUMINUM HOUSING, FULLY GASKETED TEMPERED MOUNTING HEIGHT SHALL BE 30'-0" AFG. PROVIDE 38'-0" OVERALL FIBERGLASS TAPERED GLASS LENS, TYPE IV FORWARD THROW, SHARP CUTOFF, POLE SHALL BE POLE SHALL BE 38'-0" OVERALL. BLACK POLE WITH HANDHOLE. RATED FOR 110 MPH WIND LOAD, EXPOSURE C, IMPORTANCE FACTOR 0.77. �-720. 120.5 120.0 � //�� j�112.0 �/s,�� LI aDn4D _ Ir' 112.0- RETENTION AREA/ DRAINAGE EASEMENT 12.0 `r 3 1ZU.0 112.0 �j 121.0 120.0 'i I '; ; A +2 z +121.0 120.0 `2.3 A 2.1 +1.7 �i.4 +9.7 "2-0 +2.4 2.2 FIRE LANE - NO PARKING 10.8 1.2 '1.3 +2.2 `2.r +2.5 2.1 +1.6 +i.7 1.9 2.` +2 121.0 1.1 'i.4 '2.0 2.4 .5 .1 A '•1.9 +19 °1.9 +1 1..-0 Cy O O 3NOZ ONIOd0-1 ?t���3N�OZONI�(GIVO0-1 O O O 2 2.1 \ ON1716 (d ON - 3 +1 7.. Ny7 3Jlj 1 4 '11+2.t q �[ 2.1 ?..2 421 2.0 f.9 1.4 O \ 6 +23 2.4 +24 °1.4 '1.0 t'1.6 '1.7 '1.6 +1.2 O +1 12,0 +2.5 `2.0 +f.5 ... U. �'T IL IIO PE' �' `0.9 "11A '12 ''1.3 '1.3 ".1 +2A 11A '19 13.9 "'L. '0.4 10.7 40.9 `to 'ti '2.2 +2.0 '1A +13 '0A U3 +01.6 '1.1 '1.4 11.3 m 1,4 +23 12.2 +2.1 '1.7 +12. '0.3 �1.0 1.6 1.6 '1.6 +2 3 °i: 03 2.3 'i.6 �' t/1 [14 +3,0 A 10.4 .4 '1.9 +'r i.(}, + '1a1 ''?.6 iA i r 5.4 .5 1.7M+22 i. i.o IBC- .. +?4 '1.8 +U4 +'1 7 .9 ..0 9.9 +1.7 1.4 +1 t +14 ,. 1'L 7 .3 +24 '1.8 FIRE LANE+- NO.PARKW OR STANDING 4 - n +2 3 '2.6 2 2 ".1 +1.5 7 +22 '?.6 +2. 5 viac A9 a + +, n + r r c + O + + ,r / '1.2 'i.3 +'1.1 +U9 +0.6 '5.0 .,.a �:'I-.e..i�',: ..,. L�.16 2..1 ?..5 ,t.4 i.,. i4 1.2 i.:i 9.S 1' 1' J 1 1.�. `17 1..f 17 '1.4 � +'..:: ., +2.5 '�2.1 +1.5 + + +, ..0.8 'i.4 16 2.3 d52..2 +i7 :4 +' ' + `r f Y 4D aD U i .. `' t F' , _ '..'. i 1.4 � ' .b 2. ,t 5 %. .6 1 7 I..1 2.r e?.4 9 1.:, +1 2 '1.�i L '1 +1 U °1.'; +1 "^'J + ,. ., +. 1 " ? 1:. +23 ,,^:.4 +1.8 '26 +'..f ' L.6 J.6 1.0 1.5 ,t.1 I..4 .t Z .6 � � � ... /R 9 ... 1 3 1 i 3 J. 1 .1 1 1 '1.4 + :� + + +, ., r + .., . ,. ^ 3.2 +1.7 .. AA `1.9 '�9.5 +'15 '� +'.. AA '�i n '1.7 i.6 .. AA?.1 +1.6 '�1 n +2' AA7..0 +18 '�1:.' +19 �,2.:i +28 '�2.3A��7!!0 . RxIN iI. '�1.3 '1'i '�,,^•..1 +28 ...., +18 '�1A 15 "1.: 1'�1A + 5 1.6 1.9 �^.1 +2.2 '�2.9 +U.7 "0• I q A 2 7.1 +2,2 1 "x¢ 2 '1:7 +13 �F8 ^•.6 19 '1 +12 1.1 +18 '?r 22. 'to +15 '1.5 +10 'M +2.3 '2.0 +18 '19 +19 '22 +23 +'1.3 _ ,, n y 'r "� n r c• i.2 ..0 '�i.2 1. .., .. 2.0 .5 ... 5 L .. _;d � 1 8 °1.2 1.. f 3 1. J � f '1. 1. , � 3 � .r.J +1.4 f 8 2.1 1 1 '2.2 2 2 '2.1 1.7 '1.6 i 8 '111 _(yam + /// 2.5 "2..0 +'f.5 i.3 +1.5 2.0 2.5 ..0 2't ?..3 +'1.9 1... a .9 +'; Tl�',t.3 2.0 2..3 .. .. ... +..6 7..3 2.4 ':.. .. +'..'t '�2.rt +15 �9 ;t `1 '0. +U9 °1.1 `1U '1.4 � 9 2.2 +2ti ,2.3 +2U `1.A +1G `1.9 '2 �f +?8 ',,^:.0 +19 + ' +ia 1.3 +i.:i y Y �r '1 2.1 '2.0. '?2 +2.0 "i.7 +1.5 °3.7 +2..0 '7..3 +..5 '2.5 +2,3 '?.1 +21 2.4 .9 2.5 2.3 t.i 2.3 20 6 +2.5 2.5 e 0 +25 '2.2 i 0.6 +U8 '1.1 +14 '1:' '25 :, + 9 b .0 +2 25 '?..4 +2?. r..J +1.0 .5 +11 'O.9 ( 3 2..5 '2.7 '' . 1.7 +2..0 '2.5 +27 ..0 2 9 I..6 15 7..6 `2 6 . 0 +: '' .0 +2 6 '?.6 2.6 '... ..o ..: U 2... 4 0 -3. 1 3. R d.7 13.2 +29-i '. "1.S +1 8 1..J `1 J '1.8 `1 ti 1.4 +1 8 .. '3.1 +2.3 12.1 +7.5 7111+1 1.1:3 +G.B + + + 1'2.0 + + ,. , 3.. 3.. '3. +;i n y 1.7 2.0 2..0. 2.7 i.U?..0 2..7 7..5 2 5 ?..6 i.i ... ,,. U1..6 +2.0 '?.6 3. ;... ' 0 +2.9 0 +3.2 +3 7 +3 a '3.4 '2 9 q 'O.A "1. +1 9 '�1.8 "1 U '1.4 +1 6 1.3 i.$ ,t.i e?..4,2 .. .. 6 1.5 1.7 2­1 24 k.6 2.5 ?.... +21 '2.2 24 1 1.6 2.7 2.6 4 '?.2 +2.4 '2.6 +2.6 2.6 '2 6 2.5 28 2.6 +3 3.3 +16 '3.2 +32 ,... +2. '0:.' +10 !1 -1 +18 °1.; +18 1*7:7 +21 '2.A +26 '.."•..'l. +22. ',,":.2 `2.0 ,..., '2 2. 1:,' +1.2. 7 'i.,"•^•. '1.0 '2.4 l.:n'^.. +. 1.2 19.5 +1.9 2.5 •i.0 '7.7 +2.2 "9 .�? +1.9 `?..3 ..6 ":?.1 +2.7 " +2.0 2.2 +2.7 '3.1 +:4.0 '2.*.5 2.3 'I.4 '2 6 ':?.? '3.5 13.4 +28 ...., +2 f '1 + :i '.1 + 2 , 'IS 2.0 +20 `.1 +20 `1.8 +1 U °2 tJ +2,3 A+2 + + 0 1.6 1.1 ':).'.? +'f.1 'iF=2.2 to 1.5 11. 5 1.9%.4 I..3 +'1 '1 +..6 ' ..2 2..7 '`I..S +2.1 '1.6 +1.9 'I.3 %3.0 +2.7 `2.2 '1.7 `i..i +f 1.0 +f i '1.`i +19 1.11.. 1.3 12.1 A 2.0 14 1.0 '0.7 °1.0 +1 +i.6 'i.3 +1' 2.4 A +21 '1 i A 2,5 '1.8 +1.0 '1. +2A +2.6 2.1 +16 '1.1 +U.B '0 9 , J. +14 `1 F '12. 'QA +U9 `1.0 +1' l 13 g STATE' ROAD NO. 50 COLONIAL DRIVE) (150' R/TV) SWALE BB TB oil -- -- �. 1" = 40'-0" STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min PARKING 2.0 fc 3.9 fc 0.2 fc 19.5:1 9.9:1 #8AWG COPPER TO GROUND LUG IN POLE BASE _ EXOTHERMIC WELD COVER PIPE SLEEVE - 5/g'W COPPER z GROUND ROD W 0 l �1 SHOEBOX FIXTURE CUT OFF FIXTURE PROVIDE HOUSE SIDE SHIELD WHERE REQUIRED. DIRECT BURIAL BLACK FIBERGLASS POLE. BURIAL DEPTH SHALL BE 8 FEET MINIMUM WITH NOMINAL DIAMETER AT GRADE NO LESS THAN 10.8". ASSEMBLY SHALL BE RATED FOR 110 MPH WIND LOAD, EXPOSURE C, IMPORTANCE FACTOR 0.77. z HANDHOLE WITH COVER AND GASKET. BACKFILL WITH NEW CLEAN DRY FILL AND COMPACT TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR. BACKFILL TO A POINT 2" ABOVE FINAL GRADE. FINISHED GRADE BRANCH CIRCUIT CONDUITS INDICATED ON PLAN GROMMETED HOLE - TYPICAL /\\//\\ \\\ AUGER HOLE A MINIMUM OF TWO DIAMETERS LARGER THAN POLE DIAMETER. \X//\/-UNDISTURBED EARTH / \�\\\/ / COMPACT EARTH BELOW EACH POLE PRIOR TO INSTALLATION. GENERAL DESCRIPTION . BLACK ROUND TAPERED FIBERGLASS POLE WITH HANDHOLE COVER. ARRANGE FOR POLE TOP DOUBLE LUMINAIRE AS INDICATED ON PLANS. ELECTRICAL INTERNAL MOUNTING STUD SHALL BE PROVIDED FOR GROUND CONNECTION PROVIDE #8 AWG FROM HANDHOLE TO LUMINAIRE Pu"LE D"ETAIL , N.T.S. M L K J H G F E D C B A s , r ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY MID THE PROPERTY OF FARMER BA>R BARRIOS Agmxc+s iur_ AND WERE CREATED. EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS. DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF FARMER BAKER BARRIOS ARCHITECTS. INC , WARNING REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SE0. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. No. Date Revisions / Submissions Architects 300 South Orange Avenue Suite 900 Orlando, Florida 32801 407.926.3000 Tel 407.926.3390 Fax E-malls Info@ fbbarch.com www.fbbarch.com AA0002981 Ustler / Fagan Inc. Ocoee Commons State Route 50 Ocoee, Florida DATE: 12/03/04 SITELIGHTING PROJECT:020097.00 DRAWN : OFG PLAN AND DETAILS CHECKED: DFG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 M L K J H G F E D C A .Ili-..�'i��>>,li����`'�/r�:".. . ��� ',. b�v(U u ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF FARMER BAKER BARRIOS ARCHITECTS INC AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF FARMER BAKER BARRIOS ARCHITECTS INC WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. No. Date Revisions /Submissions E1 �4201 \ M FIRE LANE — NO PARKING •l ]Noz 9NICIVM INoz ONIOVM ONIA1 ] 'd ON — 3Ny� K ,48 • A201 A201 \v �\ %777 : u�` .`.<:� :: -G`w��.:, o-> j`t/y.. � o s.. � �'a4� i ./ i' u ♦ .?:ot>,:�� f �i>`f /,,.oi .`�l ✓. /". k .d • .; .3 • T:i n. +a �t'`'�' '1. d. TF r o":9rir, .. 1r ♦ .��Y �j� �e> .:.�...,wr r..�oe a: iZ`''.iiF. �� �. R e Y.: `\lam' A`' •.'!o.°.'r°Y :c:," ,.F • ; \ i3: ,C:... _ .:�.r,: r: w \Y`! / . • . `;:: :.»T!.> a` ,.�: .o:Ff "' :":t".. :'>f'. '�aF.o.,or.` ,i �.�,.;x. .rrr .3.: r... ;a:.r.' /, ��` u• � .. • +d• •• �i.;>�c:<aa=. � �';�<> ��. ?eta<::rr�y .. :::xz.:: • e iC�,o:.` � < •: •d '• �y n �F2.:i «> `l`sf''r<`F C;cl�:ahi • .i •+. Ae. . ` �:� • ' a . •. '.'. •' d. d ,.)r: •' .• '. ••.. , .d a .• •. .• • d • '' . M17 • + • • . \'�`"�l� , §'.•�:i" .� ;j:;r Ala 71 It (` " • • �;': � � ,2'}`mil ' '' .s`.i"i<� �:fl��;�� • .''�,"'^ e�Eg:. FIRE LANE — NO PARKING OR STANDING (FIRE LANE —NO PARKING ' •' � 0 H F�RF NO p ARKING 01 G J1 r , ,42 CONCRETE WALK jk : " COVERED RE L N IF SIDEWALK AND AWNING FLOOR PLAN - - SCALE, 1• - 20'-0° E { $ { � ,.. D 300 South Orange Avenue s �� �U � (O' O E Suits900 Orlando, Florida 2 801 Farmer Baker7.2. Tel G '.2.2 Fax Barrios -malls lafoofbbarchrcom www.fbbarch.com ® r t Ustler / Fagan Inc. Ocoee Commons State Route 50 Ocoee, Florida DATE: 12/03/04 COMPOSITEPROJECT: 020097.00 DRAWN: JRN( A FLOOR PLAN CHECKED: JRM A101 1 2 3 4 5 6 7 8 9 10 11 12 13 14 O EG 0 2004 1 2 3 4 5 6 7 8 9 10 11 12 13 14 X I 75 J T it 0 19 C X A 09220F1 01620.51 01411.A2 09211AI - 13810A1 01620.81 5.521 10536.A1 JOIST Bwo. 09211.A1 09220F1 6b40 10536A1 5521 6b40 10530A1 EL. 145'-O' 09211.A1 TOP OF PARAPET 10536A1 01411A2 �-- EL. 135'-0' 5521 TOP OF PARAPET EL. 131 -0 J01ST BRA. TOP OF PARAPET EL.126'-0' 09211A1 - -1 EL.129'-6' On JF - TOP OF PARAPET I- l ]F 1:� F r -I -1 I- -1 L — J — — L J L J — J L J EL. 122'-0' 'FR 09220.A1 T FF1 t:F T FFFITI :v. `� �•;• - FIRST FLR 08410A2 08410A1 04200AI 08410A1 10536A1 A SOUTH EXTERIOR ELEVATION SCALE, 1• - 20'-0• 01620$1 016205 09211A1 09211.A1 ..........:::::� ................................... S 521 09220AI 10530.A1 r• .................- ..... ..........................................€ ,.•�E __.....- �... r.:.................................................................... .................................................................. TOP OF PARAPET .......................................Y ` �� ....................................... EL. 126'-0' _... -- ........--- ------- €_ -i r -€ r -€ r -€ r -€ r -€ €- -1 r LJ L_J L---J.---._.-.. LJ LJ LJ LJ LJ J LJ LJ -LJ LJ LJ LJ LJ L JOISTBRCs. _ ...........................................w E ....................................................................... ........................................................................ .... ................................... ... .................................. ................................................................................. ................................................................... ................................. ................................................................................ ....................................................................... EL. 116'-O' .............. i t................ € ... Li ............... ..... ............. I FIRST FLR i ! • -.- EL. 100'-0 ._ .. 05110A1 10530.A1 09220A1 -- 09220F1 08110A1 El NORTH EXTERIOR ELEVATION SCALE, T' - 20'-0• .n 5.521 .................. w: y, 101620.511 : 3€................................ : 01620 B1 09211.A1 ..... :.................................. -.---.•-- �." 1 TETOPOF PARAPET JOIST 5R3. HIGH PT. '• 01411A2 - L. 126'-O'- EL. 111'-I0' 09220.F1 1 1/2'_.. _..................................... .. r.. JOIST B1�'s. LOW PT. EL. 116'-0' JOIST BRCS. L T FF1 FIT 9 EL. 112'-0' - FIRST FLR FIRST FLR EL. 100'-0' EL. 100'-0' \—��092�10AI 08110A1 08410.AZ 0841OA2 09210.4 Al EAST EXTERIOR ELEVATION AV WEST EXTERIOR ELEVATION SCALE, 1• - 20'-0' 1 1 1 1 1 1 SCALE- 1• - 20'-0• A K J :I G F 10 C B A KEYNOTE LEGEND 04200 UNIT MASONRY 04200-Al concrete masonry units 01411 MANUFACTURED ROOF PANELS 01411.A2 standing -seam roof panels 01620 SHEET METAL FLASHING AND TRIM 01620.51 coping 08110 STEEL DOORS AND 1=RAMES 08110,41 steel door 05410 ALUMINUM ENTRANCES AND STOREFRONTS 08410.A1 08410.A2 exterior aluminum entrance system exterior aluminum storefront system 09210 GYPSUM PLASTER 09210.A1 gypsum plaster 09220 PORTLAND CEMENT PLASTER 09220.A1 09220.Fl portland cement plaster revea 09211 GLASS -REINFORCED GYPSUM FA15RICATIONS 09271.A1 cornice 10530 PREFABRICATED ALUMINUM CANOPY 10530.AI prefabricated aluminum canopy 10536 FABRIC COVERED AWNINGS 10536.A1 fabric awning 13510 CLOCK CONTROL 13810.A1 prefabricated clock NOTES 5.000 **MECHANICAL** 5.521 roof top hvac unit (0200 **ELECTRICAL POWER*s 6.640 accent light fixture Ll t ` Y �� )EC p _ ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF FARMER BAKER BARRIOS ARCHITECTS INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF FARMER BAKER BARRIOS ARCHITECTS INC . WARNING: REPRODUCTION HEREOF IS A CRIMINAL OFFENSE UNDER 18 U.S.C. SEC. 506 UNAUTHORIZED DISCLOSURE MAY CONSTITUTE TRADE SECRET MISAPPROPRIATION IN VIOLATION OF 1.C.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE IDEAS, ARRANGEMENTS AND DESIGNS DISCLOSED HEREIN MAY BE PATENTED OR BE THE SUBJECT OF PENDING PATENT APPLICATION. No. Dote Revisions / Submissions Ostler / Eagan Inc. Ocoee Commons State Route 50 Ocoee, Florida • DATE: 12/03/04 PROJECT: 020097.00 DRAWN : JRM CHECKED: JRM A201 1 2 3 4 5 6 7 8 9 10 11 12 13 14 +t �� i !t � i i ii it 1 maynx Commissioners S. Scott V nd rg ° f`t Danny Howell, District Scott Anderson, Distfict tom_ nn xRusty Johnson, DiAnct Robert Frank k Nancy J. Parker, Disfti.ct 4 DATE:STAFF REPORT December 9, 2004 The Planning andZoning Commission F J. Antonio Fa re, Senior Planner TRuss Wagner, AI P, Community Development Director SUBJECT: Crestwood CommonsCommons , Lot C) Final Subdivision Plan Project # LS-04-016 Should Planning and ZoningCommission recommend approval of the Final Subdivision Plan for Crestwood Commons? Crestwoodons is a townhome communityconsisting of 97 units, which will occupy Lo 'C' of the Ocoee Commons PLI . The subject site will encompass approximately ately 14.4 acres (6.7 units/acre) and is generally located east of Blackwood Avenue and north of W. Colonial Chive 50). Adjoining PUD infrastructure is presently being constructedunder the Ocoee Commons Final Subdivision Plan, which was approvedy the City Commission on April 6, 2004. The owner intends to develop the property as ai private, gated to nho d community ith fee simple ownership of the units. The Crestwood Commons property is bounded on the south by "Shoppes of Ocoee" and west y 'West Orange Professional enter." n area with C-2 zoning,which is undeveloped and contains 'mostly wetlands, adjoins the property on the northeastern side. The north side is bounded bye wetland conservation area with a single-family area north of that, also part of the Ocoee Commons PUD. The City Commission reviewed and approved the Preliminary Subdivision Plan for Crestwood Commonsas presented on May 4, 2004. Crestwood Commons Is intended to be a gatedcommunity, With recreation facilities and meeting space for its residents. There will be'two entrance points into CrestwoodCommons with the main entrance on the west side of the subdivision from a private road off of Montgomery Avenue and a secondary entrance on the east side of the subdivision from a future road to be built along the north and east sides of the property. There ill also be a pedestrian connection through at to the commercial development (Shoppes of Ocoee) located along e southern edge of the subdivision, for t the � Future • Use designation zoned Medium li- i construction of the proposed land usf �of the Comprehensiveand thii ECOMMENDATION: I ne Finai Sub7I lslon Plan Tor UregrwooaGommons was reviewea try ine uevelopmeni Keview Committee (DR ) on December 7, 2004. Thera were'a few minor issues to be addressed from the City Attorney and from the Planning Division that were identified, Moreover, the applicants were made aware of the following issue that a building perrnit will not be issued until the Ocoee Commons PUD "Plat" is properly approved, executed and recorded. When the discussion was finished, the Committee voted unanimously to recommend' approval of the Final Subdivision Plan subject to approval, execution and recording of the Ocoee Commons PU "Plat." RECOMMENDATION:STAFF Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Crestwood Commons, as date stamped received by the City on'December 9, 2004, subject to Approval, Execution and Recording of the Ocoee Commons P "Plat." Attachments. Location Map, Zoning Map and FLU Map, Crestwood Commons, Final Subdivision Plan, date stamped December 9, 2004, 0AStaf Reports12004\SR04068 P&Z.doc • i' 11 � 1! Crestwood Commons Surrounding Zoning Map Oud4i Ocoee Community Development Depattment 1 inch equals f,,t0 rest 200100 0 200 400 600 Feet Printed: November 2004 C3Su4ject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural 9 -1) Suburban (A-2) Single -Family Dwelling (RAAAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) :L­ Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Crestwood Commons Surrounding Future Land Use Map DSubject Property Unincorporated Territory ED and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies City of Ocoee FOR: Floridaid,? I AUGUST 19... 2004 OCOEE COMMONS, LLC 8c BLACKWOOD/50, LLC 236 PASADENA PLACE ORLANDO, FLORIDA 32803 PHONE: (407) 841-3266 CONTACT: TOM USTLER WATER & SEWER: CITY OF OCOEE 150 N. LAKESHORE DR. OCOEE, FL. 34761 (407) 905-3100 TELEPHONE: BELLSOUTH 500 N. ORANGE AVE. STE 360 ORLANDO, FL. 32801 (407) 237-3080 ELECTRIC: PROGRESS ENERGY 425 E. CROWN POINT ROAD WINTER GARDEN, FL. 34787 (407) 905-3303 GAS: LAKE APOPKA NATURAL GAS 1320 S. VI N ELAND ROAD WINTER GARDEN, FL. 34777 (407) 656-2734 CABLE: BRIGHT HOUSE NETWORK 844 MAGUIRE ROAD OCOEE, FL. 34761 (407) 532-8509 MORRISON HOMES 151 SOUTHHALL LANE, SUITE 200 MAITLAND, FLORIDA 32751-7172 PHONE: (407) 629-0077 CONTACT: BRIAN MARTIN INDEX SHEET NO, 777L 1 C0 VER SHEET 2 SPEC/FICA TONS AND GENERAL NOTES 3 SUPPORT DATA AND NOTES 4 MASS GRADING PLAN 5 MASTER SITE PLAN 6 GEOMETRY PLAN 7-8 PA WNG, GRADING, AND DRAINAGE PLAN 9 MASTER UTILITY PLAN 10-13 PLAN AND PROFILE 14 PA KNG, GRADING, AND DRAINAGE DETAILS 15 POTABLE WATER DETAILS 16 SANITARY SEWER DETAILS 17-22 LANDSCAPE PLAN 2.3 LANDSCAPE PLAN-3 UNIT BUILDING (TYPICAL) 24 LANDSCAPE PLAN-4 UNIT BUILDING (TYPICAL) 25 LANDSCAPE PLAN-5 UNIT BUILDING (TYPICAL) 26 LANDSCAPE PLAN-6 UNIT BUILDING (TYPICAL) 27 LANDSCAPE DETAILS 28 LANDSCAPE LIGHTING PLAN 29 HARDSCAPE PLAN 30 HARDSCAPE DETAILS 31 HARDSCAPE DETAILS 32-37 IRRIGA TION PLAN 38 IRRIGA TION DETAILS ARCHITECT THE EVANS GROUP 1001 N. ORANGE AVENUE ORLANDO, FLORIDA 32801 PHONE: (407) 650-8770 CIVIL ENGINEER/PLANNER MILLER LEGG AND ASSOCIATES, INC. 631 S. ORLANDO AVENUE, SUITE 200 WINTER PARK, FLORIDA 32789 PHONE: (407) 629-8880 CONTACT: MARC STEHLI, PE. SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST VICINITY MAP — — — ac TERRY IW Q:> I ra. i oco SITE ° -11 U1. I coMMoN8 1 g ' PuD CALtFOl7lVIA AvENIJE /� rt31_ACKUJOOD AYEIVIlE� NOT TO SCALE SURVEYOR TINKLEPAUGH SURVEYING SERVICES, INC. 379 W. M I CH I GAN STREET, SUITE 208 ORLANDO, FLORIDA 32806 PHONE: (407) 422— 0957 CONTACT: JERRY LIVERNOISE, P.L.S. rrrrl r% South Florida Office.* 1800 N. Douglas Road, Suite 200 Pembroke Pines, Florida 33024-3200 (954)436-7000 Fax: (954)436-8664 Palm Beach Office.• 2005 Vista Parkway, Suite 100 'West Palm Beach, Florida 33411-2719 (561)689-1138 Fag: (561)689-8108 Cwird florlda i0ce: 631 S. Orlando Avenue, Suite 200 hinter Park, Florida 32789-7122 (407)629-8880 Fax: (407)629-7883 DEC 9 2004� CITY OF OCOEE iw 50-66001 SH. 1 aF 3s m Is 1.0 PRO�CT SPECIFICATIONS: IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF CONNECTION POINTS TO BUILDING WATER ALL CONSTRUCTION, MATERIAL, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH F.D.O.T. LIMEROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 200. SERVICES. OUTSIDE DROP CONNECTIONS WILL BE REQUIRED WHEN THE VERTICAL DISTANCE BETWEEN PIPE 14.0 SUBMITTALS: STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TOGETHER WiTH THE CITY AND/OR COUNTY'S MINIMUM DESIGN STANDARDS AND SPECIFICATIONS, AS APPLICATBLE. IF F.D.O.T. MATERIAL THE LIMEROCK BASE SHALL BE COMPACTED TO 98 MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T 18D, METHOD D . THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS MAINS SHALL BE LAID WITH A MINIMUM OF 36" CLEAR COVER. DR14-PVC FITTINGS SHALL BE CLASS 350 INVERTS EXCEEDS TWO FEET (T). DROP CONNECTIONS, WHERE REQUIRED, SHALL BE CAST MONOLITHICALLY WITH THE MANHOLE ELEMENTS AS SHOWN ON THE DETAILS SHOP DRAWING APPROVAL IS RE UIRED PRIOR TO CONSTRUCTION COMMENCEMENT FOR Q ALL MATERIALS AND IS SPECIFIED, IT SHALL IMPLY THAT THEIR CONSTRUCTION PROCEDURES SHALL BE FOLLOWED. REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO APPLICATION OF THROUGH 24" AND CLASS 250 IN SIZES 30" AND LARGER PER AWWA C153 OR C110. ALL FITTINGS SHALL BE CEMENT LINED AND SEALED THE SAME AS PIPE IN ACCORDANCE WITH THE UD AND FRAME SHALL BE CAST OF CLOSE -GROUND GREY IRON CONFORMING TO ASTM STRUCTURES. SEVEN (7) SETS ARE REQUIRED FOR REVIEW. EACH SUBMITTAL SHALL BE AS COMPLETE AS CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL THE PRIME AND TACK COATS. ANSI/AWWAC104/A21.4. ALL FITTINGS SHALL BE MECHANICAL JOINT. ALL LOADING OR UNLOADING A-48, CLASS 30 AND SHALL BE OF UNIFORM QUALITY, FREE OF BLOW HOLES, POROSITY, CRACKS POSSIBLE AND INCLUDE ONLY APPLICABLE ITEMS. SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER, UTILITY, COUNTY, ETC. PROTECT ALL UTiU11ES AND OTHER PROPERTY AND SHALL BE RESPONSIBLE FOR ANY DAMAGES IF THE PLANS INDICATE SOIL -CEMENT BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE OF PIPE, FITTINGS, VALVES AND ACCESSORIES SHALL BE DONE IN SUCH A MANNER SO AS TO AND OTHER OBVIOUS VISUAL DEFECTS. THE COMBINED WEIGHT OF THE FRAME AND LID SHALL INCURRED DURING CONSTRUCTION AND SHALL REPAIR SAID DAMAGES AT HIS EXPENSE SOIL -CEMENT BASE SHALL CONFORM TO THE REQUIREMENTS Of F.D.O.T. SPECIFICATIONS, SECTION 270. THE SOIL -CEMENT BASE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM AVOID DAMAGE. THE PIPE SHALL NOT BE SIQDDED OR ROLLED AGAINST PIPE ALREADY UNLOADED. NOT BE LESS THAN 420 POUNDS, AND THE LID SHALL WEIGH A MINIMUM OF 160 POUNDS. THE CONTRACTOR SHALL PROVIDE ENGINEER WITH CERTIFIED AS -BUILT DRAWINGS OF THE CONSTRUCTED THE ENGINEER WILL HOLD A PRE -CONSTRUCTION MEETING PRIOR TO THE START OF ANY CONSTRUCTION MOISTURE, AASHTO T-134. THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF SEATING SURFACES BETWEEN FRAMES AND COVERS SHALL BE MACHINED TO FIT TRUE NO PLUGGING OR FlWNG WILL BE ALLOWED. CASTING PATTERNS SHALL CONFORM TO THOSE IMPROVEMENTS UPON COMPLE110N OF PROJECT CONSTRUCTION FOR VERIFlCAitON OF COMPLIANCE WITH THE AND INCLUDE A REPRESENTATIVE FROM THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS, THE DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE INTERIOR OF ALL PIPE, FITTINGS AND OTHER APPURTENANCES SHALL BE KEPT FREE OF DIRT DESIGNATED BY THE UTILITY. APPROVED ENGINEERING PLANS. ' CONTRACTOR, OWNER AND OTHER APPLICABLE AGENCIES. APPLICATION OF THE PRIME AND TACK COATS. AND FOREIGN MATTER AT AU_ TIMES. PIPE SHALL BE FLUSHED CLEAN BEFORE VALVES AND OTHER APPURTENANCES ARE INSTALLED. GILL MANHOLES SHAD HAVE THE WORDS 'SANITARY SEWER' CAST IN THE LIDS. CASTINGS SHALL R THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITY LOCA710N5 PRIOR TO CONSTRUCTION. THE TOR CONST. THE PRIME AND TACK COAT CONSTRUCTION AND MATERIALS FOR THE PRIME AND TACK COATS SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300. ALL PIPE SHALL BE LAID TO LINE AND GRADE WITH VALVES AND HYDRANT STEMS PLUMB. ALL BE CLEANED AND COATED WITH A COAL TAR PITCH VARNISH WHICH IS TOUGH WHEN COLD BUT NOT TACKY OR BRITTLE. PICK TYPE LIFTING HOLES WILL BE CAST INTO LIDS, BUT SHALL NOT GO 15.0 WATER AND SEWER SEPARATION GUIDELINES EXACT LOCATIONS SHALL BE DETERMINED THE CONTRACTOR PRIOR TO TR IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES NOT SHOWN ON THE ( THE PRIME AND TACK COATS SHALL BE APPLIED PRIOR TO CONSTRUCTION OF THE ASPHALT PIPE SHALL HAVE A MINIMUM COVER OF 36 INCHES. ALL PIPE MAINS SHALL BE INSTALLED WITH CLEAR THROUGH THE LID. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300. METAWC IDENTIFICATION TAPE 6" OVER MAIN AND 12' BELOW GRADE DISTANCE OF AT LEAST SIX FEET, AND PRUMA13LY TEN FEET, BETWEEN THE OUTSIDE OF THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE "OTHER" UTILITIES, THE APPLICATION RATES SHALL BE 0.15GAL/SY FOR UMEROCK BASE AND 0.25 GAL/SY FOR THE ALL GRAVITY MAINS ARE 8' PVC PIPE AT 0.40% MINIMUM SLOPE AND ALL LATERALS ARE 6' PVC WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND SOIL -CEMENT BASE. THE TRENCH SHALL HAVE A FLAT BOTTOM, CUT TRUE AND EVEN, SO THAT THE BARREL OF THE AT 1/8' PER FOOT MINIMUM SLOPE, UNLESS OTHERWISE SHOWN ON THE PLANS SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT UTILITY ADJUSTMENTS, AS REQUIRED. PIPE SHALL BEND ITS FULL LENGTH. IN GENERAL, TRENCH EXCAVATION SHAH CONFORM TO THAT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS PORTION OF THE SPECIFICATIONS UNDER THE HEADING "EXCAVATION AND BACKFIWNG FOR UTILITY MINIMUM COVER ON SANITARY SEWER MAIN SHALL BE 48" TO INVERT, MINIMUM COVER ON DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO ALL DEVIATIONS FROM PLANS ARE TO BE APPROVED BY ENGINEER IN WRITING PRIOR TO CONSTRUCTION FOR THE ASPHALT CONCRETE SURFACE COURSE SHALL CONFORM TO THE REQUIREMENTS OF SYSTEMS." LATERALS SHALL BE 18' AT HIGH END OR AS SHOWN ON PLANS. THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE AND FOR AIL INSPECTIONS AND TESTING F.D.O.T. STANDARD SPECIFICATIONS, SECTION 331. CONTRACTOR SHALL INSTALL ONE LENGTH OF CL50 DIP FOR ALL SANITARY SEWER MAINS OR TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING THE ENGINEER MUST BE GIVEN A MINIMUM OF 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION ALL GRADES SHOWN REFER TO FINISHED ASPHALT PAVEMENT UNLESS OTHERWISE NOTED. ALL MAIN ONES AND BRANCHES SHALL BE FLUSHED CLEAN OF SAND, DEBRIS OR ANY OTHER LATERALS HAVING LESS THAN 18 INCHES SEPARATION FROM WATER MAIN. (SEE STANDARD SEWER OR PROPOSED GRAVITY LE VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLE 12 INCHES, ABOVE OR AT LEAST 12 AND FOR ALL INSPECTIONS AND TESTING. THE MATERIAL TO BE USED AS A STABILIZER SHALL BE SOIL OF HIGH BEARING VALUE SUCH AS FOREIGN MATERIAL BEFORE STARTING THE STERILIZATION PROCESS. A TAP SHALL BE PROVIDED SEPARATION STATEMENT FOR DETAILS ON INSTAl.LAliON. ) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE SAND -CLAY, GROUND LIMESTONE, CRUSHED LIMEROCK, OYSTER SHELL, COQUINA SHELL, ROCK LARGE ENOUGH TO FEED THE CHLORINE SOLUTION. SEWER SERVICES SHALL BE MARKED WITH A 4%4' POST, PAINTED RED AND LABELED BY LOT WATER MAIN ABOVE THE OTHER PIPELINE COMPLETE AS -BUILT INFORMATION RELATIVE TO LOCATIONS AND ELEVATIONS Of MANHOLES, VALVES, SERVICES, FITTINGS, LENGTHS OF PIPE, TOP OF WATER MAIN ELEVATIONS AND THE LIKE SHALL BE SCREENINGS OR ANY OTHER MATERIAL WHICH IS SUITABLE FOR STABILIZATION. MUCK SHALL NOT BE USED AS STABILIZING MATERIAL THE CARBONATE PRECIPITATES FROM LIME -SODA ASH WATER PRIOR TO DISINFECTION, THE PIPE SHALL BE FULL OF WATER WITH ALL AIR PURGED FROM THE NUMBER OR UNIT NUMBER. AT THE UTILITY CROSSING DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN JOINTS WILL BE ACCURATELY RECORDED AND SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE TREATMENT PLANTS, LIME OR OTHER APPROVED MATERIAL WHICH WILL REDUCE PLASTICITY BY SYSTEM FOLLOWING A FLUSHING OPERATION. 5EE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF CONNEC110N POINTS TO BUILDING SEWER AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE WORK. ALL INFORMATION SHALL BE TAKEN BY A LAND SURVEYOR, REGISTERED IN THE STATE OF CHEMICAL REACTION MAY BE MIXED IN WITH THE STABILIZING MATERIAL OR WITH THE MIXED JOINTS FOR BELL AND SPIGOT DR14-PVC PIPE AND FITTINGS SHALL BE MECHANICAL OR RUBBER SERVICES. PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM FLORIDA, AND SHOWN ON A SEALED AS -BUILT PLAN. STABILIZED SECTION OF THE ROADBED, WHERE NECESSARY, TO REDUCE THE PLASTICITY. GASKET (EITHER ON SPIGOT OR IN BELL) COMPRESSION TYPE AS SPECIFIED IN ACCORDANCE WITH INSIDE AND OUTSIDE SURFACES OF MANHOLES TO BE TREATED WITH TWO COATS OF KOPPERS ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF ANSI/AWWA STANDARD C111/A21.11-85. SPECIAL FITTINGS AND JOINTS SHALL BE CONSIDERED BITUMASTiC 300-M OR EQUAL EACH COAT SHALL HAVE A MINIMUM DRY THICKNESS OF 16 MILS REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND IMPROVEMENTS MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 FOR SPECIFIC INSTALLATION. MANHOLES SHALL BE CURED TWENTY-ONE (21) DAYS BEFORE COATING. MANHOLES TO BE JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR FROM DAMAGES, DISRUP71ON OF SERVICE OR DESTRUCTION. THE CONTRACTOR SHAD_ BE RESPONSIBLE SHALL NOT BE USED. ALL MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 POLYVINYL CHLORIDE (P.V.C) PIPE SHALL CONFORM TO ANSI/AWWA STANDARD C900-89 AND BEAR INSPECTED BY UTILITY DEPARTMENT BEFORE INSTALLATION AND PAINTING. FIAEC NES CONVEYNG RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER 62-610, FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF INCH RING. N.SF. SEAL FOR POTABLE WATER USAGE P.V.C. PRESSURE PIPE SHALL BE MADE FROM CLASS UPON COMPLETION OF THE WORK, A VISUAL INSPECTION SHALL BE MADE OF THE COMPLETED THOSE PERSONS HAVING ACCESS TO THE WORK SITE. WHERE THE BEARING VALUE OF THE EXI511NG SUBGRADE 15 ADEQUATE WITHOUT ADDITION OF 12454-A OR CLASS 12454-B VIRGIN COMPOUNDS, AS DEFINED IN ASTM D-1784, WITH AN SYSTEM ALONG WITH AN INFILTRATION AND D(FILTRATiON TEST. AFTER ALL TESTING HAS BEEN ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. STABILIZING MATERIAL„ THE SUBGRADE SHALL BE SCARIFIED AND DISCED, HARROWED, BLADED OR TILLED FOR REMOVAL OF BOULDERS, ROOTS, ETC. TO ASSURE UNIFORMITY AND THOROUGH MIXING ESTABLISHED HYDROSTATIC DESIGN BASIS (HDB) RATING OF 4000 PSI FOR WATER AT 73.4 FAHRENHEIT. PIPE WITH WALL THICKNESS OF DR 18 SHALL HAVE THE OUTSIDE DIAMETER COMPLETED, THE UTILITIES DEPARTMENT MAY MAKE, AT THEIR OWN EXPENSE, A TELEVISION INSPECTION BEFORE THE LINES ARE ACCEPTED FOR MAINTENANCE. MAXIMUM ALLOWABLE 16.0 REQUIRED AS -BUILT INFORMA11ON CONTRACTOR SHALL PROVIDE ENGINEER WITH AS BUILT DRAWING DOCUMENTATION CERTIFIED BY A EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED OF MATERIAL TO THE FULL WIDTH AND DEPTH OF REQUIRED STABILIZATION. THE COMPACTED (OD) OF CAST IRON PIPE P.V.C. POTABLE WATER MAINS SHALL BE BLUE IN COLOR. LEAKAGE INTO OR OUT OF THE SYSTEM, THROUGH THE GRAVITY SEWER, LATERALS AND REGISTERED FLORIDA LAND SURVEYOR DEPICTING THE FOLLOWING INFORMATION AT A MINIMUM: CONSTRUCTION ARE TO BE MAINTAINED BY THE CONTRACTOR AND/OR RESET AFTER CONSTRUCTION UNDER SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROSS-SECTION SHOWN ON THE PLANS. JOINTS FOR P.V.C. PRESSURE PIPE SHALL BE PUSH -ON RUBBER GASKET TYPE ONLY. NO SOLVENT MANHOLES, SHALL BE 0 GALLONS PER INCH DIAMETER OF PIPE PER 2 (LENGTH OF HOUSE LATERALS ARE INCLUDED). A) SANITARY SEWER CERTIFICATION BY A LAND SURVEYOR REGISTER ED IN THE STATE OF FLORIDA. THE SUBGRADE TO BE STABILIZED MAY BE PROCESSED IN ONE COURSE, UNLESS THE EQUIPMENT WELD OR THREADED JOINTS WILL BE PERMITTED. SANITARY SEWERS SHALL BE AIR TESTED, ALLOWABLE LEAKAGE IS 1.0 PSI, TEST PRESSURE IS 1. TOP ELEVATION OF EACH MAN 0 H LE FRAME AND COVER. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE USED AS THE STANDARD FOR THE SIGNAGE AND METHODS BEING USED DO NOT PROVIDE THE REQUIRED UNIFORMITY, PARTICLE SIZE LIMITATION, COMPACTION AND OTHER DESIRED RESULTS, IN WHICH CASE, THE ENGINEER WILL P.V.C. FITTINGS SHALL BE MONOLITHIC CONSTRUCTION AND OF THE TYPE SPECIFIED BY THE MANUFACTURER OF THE PIPE BEING USED. 4.0 PSI GREATER THAN THE GROUNDWATER PRESSURE, 9.0 PSI MAX. DURATION OF TEST IS 1.520 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER) AND PAVEMENT MARKING REQUIREMENTS OF THE PROJECT. DIRECT THAT THE PROCESSING BE DONE IN MORE THAN ONE COURSE. TIMES LENGTH OF PIPE, 7.34 MINUTES MINIMUM FOR 8' P.V.C. 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES REFER TO ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL PLANS FOR HANDICAP RAMPS, CONCRETE WALKS, PRIOR TO THE BEGINNING OF STABILIZING OPERATIONS, THE AREA TO BE STABILIZED SHALL HAVE BACTERIOLOGICAL REPORTS MUST REFLECT THE CHLORINE RESIDUAL AT TiME OF COLLECTION (FREE ACTIVE/COMBINED AVAILABLE). ALL SEWER PIPES SHALL BE TRUE TO LINE AND GRADE WITH BELLS UPGRADE THE SEC11ONS OF THE PIPE SHALL BE SO LAID AND FITTED TOGETHER THAT WHEN COMPLETE, THE SEWER SHALL 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE DUMPSTER DETAILS, BERMING, LANDSCAPING, FINISHED GRADING OF GREEN AREAS AND ALL SPECIAL BEEN CONSTRUCTED TO AN ELEVATION SUCH THAT UPON COMPLETION OF STABILIZING OPERATIONS, HAVE A SMOOTH AND UNIFORM INVERT. THE PIPE SHALL BE MAINTAINED CLEAN SO THAT THE 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL LANDSCAPE ARCHITECTURAL FEATURES. THE COMPLETED STABILIZED SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND 7,0 GATE VALVES: JOINTING COMPOUNDS WILL ADHERE. ALL PIPE SHALL BE FREE FROM DEFECTS TRENCHES FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). CONTRACTOR SHALL REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE CONSTRUCTION SITE CROSS-SECTION SHOWN IN THE PLANS PRIOR TO THE SPREADING OF ANY ADDITIVE STABILIZING GATE VALVES 2" AND LARGER SHALL COMPLY WITH ANSI/AWWA STANDARD C509-87 AND SHALL SHALL BE KEPT DRY WHILE THE PIPE IS BEING LAID. MATERIAL, THE SURFACE OF THE ROADBED SHALL BE BROUGHT TO A PLACE APPROXIMATELY PARALLEL TO THE PLANE Of THE PROPOSED FINISHED SURFACE HAVE THE FOLLOWING DESIGN STANDARDS: BEDDING OF THE PIPE SHALL BE F.D.O.T. CLASS "C' OR BETTER, REQUIRING THE BOTTOM OF THE B STORM DRAINAGE ) ALL GATE VALVES ARE TO BE IRON BODY, BRONZE MOUNTED, NON -RISING STEM, OPENING LEFT TRENCH TO BE SHAPED TO FIT THE BOTTOM OF THE PIPE FOR A DISTANCE EQUAL TO ONE-HALF 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL ALL OTHER 2.0 EARTHWORK: THE STABILIZING MATERIAL SHALL BE APPLIED IN SUCH QUANTITY AS IS NECESSARY TO PRODUCE (COUNTER -CLOCKWISE), RESILIENT SEAT VALVES, SOLID WEDGE TYPE. OF THE OUTSIDE DIAMETER OF THE PIPE. BELL HOLES SHALL BE DEEP ENOUGH TO INSURE STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). THE CONTRACTOR'S BID FOR EARTHWORK SHALL INCLUDE THE EXCAVATION, REMOVAL AND DISPOSAL OF ALL THE REQUIRED BEARING VALUE. IT SHALL BE INCORPORATED WITH THE SUBGRADE BY PLOWING, DISCING, HARROWING, BOADING OR MIXING WITH ROTARY TILLERS UNTIL THE MIXED MATERIALS ARE GATE VALVES 3"-10' SHALL HAVE A MAXIMUM WORKING PRESSURE OF 200 PSI AND BE TESTED E V M 200 P PROPER BEARING OF THE PIPE BARREL ON THE BEDDING. 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING AI UNDERDRAIN PIPES MATERIALS, OF WHATEVER CHARACTER, WITHIN THE LIMITS OF CONSTRUCTION. ALL TOPSOIL THAT IS SUITABLE OF A UNIFORM BEARING VALUE FOR THE FULL WIDTH AND DEPTH OF THE COURSE BEFORE AT PSI. VALVES 12H-48' SHALL BUTTERFLY VALVES, GEAR AF IN ACCORDANCE ALL JOINTS SHALL BE CAREFULLY FITTED 50 AS TO INSURE A TIGHT, WATERPROOF JOINT. JOINTS SHALL NOT BE COVERED UNTIL APPROVED O I THE ENGINEER. THE EXPOSED END OF ALL 3. INVERTS ALL MITERED AND SECTIONS, FOR LANDSCAPING OR GRASSING OPERATIONS MAY BE STOCKPILED NEARBY FOR SUCH USE IF APPROVED BY COMPACTION REGARDLESS OF THE CHARACTER OR BEARING VALUE, ALL MATERIALS IN THE WITH ANSI/AWWA STANDARD G504-87 AND HAVE A MAXIMUM WORKING PRESSURE OF 150 PSI PIPE SHALL BE PROTECTED SO AS TO PREVENT DIRT OR OTHER DEBRIS FROM ENTERING THE 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. OWNER. WHERE MUCK, ROCK, CLAY, OR OTHER MATERIAL WITHIN THE LIMITS IN CONSTRUCTION IS UNSUITABLE IN ITS ORIGINAL POSITION, THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL IN 1T5 ENTIRETY AND BACKFlLL WITH STABILIZING COURSE THAT WILL NOT PASS A 3-1/2" RING SHALL BE REMOVED OR BROKEN DOWN AND BE TESTED AT 300 PSI. NON -GEARED VALVES SHALL BE FURNISHED WITH 0 RING PACKING (TWO "0"RINGS). PIPE. PIPES SHALL BE THOROUGHLY FLUSHED AT THE COMPLETION OF THE WORK. 5. INVERT ELEVATION AND TWO HORIZONTAL TiES FROM PERMANENT VISIBLE OBJECTS TO SUITABLE MATERIAL WHICH SHALL BE COMPACTED IN PLACE TO CONFORM TD THE REQUIRED GRADES AND TO A SIZE NOT LARGER THAN 3-1/2 INCHES. ALL CONNECTIONS WHICH ARE FOR FUTURE USE SHALL BE PROPERLY CAPPED. NO PIPE SHALL ALL STORM STUB -OUTS. SECTIONS AS SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE UNSUITABLE COMPACTION SHALL BE ACCOMPLISHED BY ROWNG WITH ANY TYPE OF EQUIPMENT WHICH WILL THE DISK MECHANISM SHALL BE DESIGNED SO THAT THE SEATING PRESSURE IS APPLIED EQUALLY BE CUT FOR CONNECTIONS UNLESS APPROVED BY THE ENGINEER. WYES FOR SERVICE C WATER SYSTEM AND FORCE MAINS ) MATERIAL PRESENT ON -SITE AND INCLUDE THE REMOVAL AND REPLACEMENT OF SAME IN HIS BID PRICE. THE PRODUCE THE REQUIRED DENSITY. COMPACTION SHALL CONTINUE UNTIL THE ENTIRE DEPTH TO BE AT FOUR SEPARATE CONTACT POINTS NEAR THE OUTER EDGE OF EACH DISK OR, IN THE CASE dF CONNECTIONS SHALL BE INSTALLED AS SHOWN ON THE PLANS THE UPPER END OF SERVICE 1. ACTUAL LENGTHS 0 E F PIPE B TFROM BRANCHES AND VALVES IN THE RUN. CONTRACTOR SHALL MAKE HIS OWN ESTIMATE ON THE VOLUME OF MATERIAL ACTUALLY REQUIRED TO OBTAIN STABILIZED HAS A DENSITY OF NOT LESS THAN 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH FULLY REVOLVING DISK VALVES, THIS SHALL BE ACCOMPLISHED BY TWO FLAT RECTANGULAR CONNECTIONS SHALL BE LAID AT A DEPTH NOT LESS THAN 30 INCHES NOR MORE THAN 48 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL THE CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS. AASHTO T-180. FIELD DENSITY TESTS SHALL BE MADE AT INTERVALS NOT GREATER THAN 500 FEET CONTACT STRIPS PRODUCING AN EQUIVALENT EFFECT, THE UPPER CONTACT STRIP SHALL BE FACED WITH STAINLESS STEEL INCHES BELOW FINISH GRADE ELEVATION. CLEANOUTS CONSISTING OF WYE, RISER AND CAP FlTi1NGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINTS TiES). IN EACH COURSE OR LAYER. SHALL BE INSTALLED AT 75 FOOT INTERVALS ON LONG LATERALS. THE CONTRACTOR SHALL REMOVE ALL MUCK, YIELDING MATERIAL, ROOTS, VEGETATION AND OTHER DEGRADABLE MATERIAL, IN ITS ENTIRETY, WITHIN THE PAVEMENT LIMITS AND BELOW ALL STRUCTURES AND UTILITIES TO FULL THE BASE SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED, OVER BASE PREVIOUSLY THE TYPE OF END CONNECTION SHALL BE DETERMINED BY THE TYPE OF PIPE USED. WHERE THE CROWN OF THE PIPE IS BELOW THE NATURAL GROUND WATER TABLE AT THE TiME UST THE DEPTH OF THE LINES AT ALL VALVES, FITTINGS, AND FIRE HYDRANTS. EXCAVATED TRENCH WIDTH. SAID MATERIAL SHALL BE REPLACED WITH CLEAN ORGANIC FREE MATERIAL WITH PLACED IF PRACTICABLE, AND DUMPED ON THE END OF THE PRECEDING SPREAD. HAULING OVER THE GATE VALVES UNDER 2" IN SIZE SHALL BE BRONZE CONFORMING TO M.SS STANDARD PRACTICE AND PLACE OF TESTING, THE PIPE SHALL BE TESTED FOR INFILTRATION. SUITABLE WATER TiGHT ROCKS SMALLER THAN THREE INCHES IN DIAMETER COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY AT SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERMITTED ONLY WHEN, IN THE ENGINEER'S SP-37. THEY SHALL BE DOUBLE DISK, NON -RISING STEM, OPEN LEFT (COUNTER -CLOCKWISE) WITH PLUGS SHALL BE INSTALLED AND SECTIONS Of PIPE TO BE TESTED SHALL BE PUMPED DRY OPTIMUM MOISTURE, AASHTO T-180, METHOD "D", WITH MAXIMUM LIFTS OF TWELVE INCHES COMPACTED OPINION, THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE BASE OPERATING WHEEL PEWTER AND POT METAL OPERATING WHEELS SHALL NOT BE PERMITTED. GATE BEFORE THE START OF THE TEST. WHERE THE CROWN OF THE PIPE IS ABOVE THE NATURAL THICKNESS. THE BASE SHALL BE SPREAD UNIFORMLY WITH EQUIPMENT ACCEPTABLE TO THE ENGINEER. ALL VALVES SHALL MEET FEDERAL SPECIFICATION WW-V-54 TYPE 1, CLASS A. WATER TABLE, THE PIPE SHALL BE TESTED FOR EXFILTRATiON BY INSTAWNG NECESSARY PLUGS AND FlWNG PIPES AND MANHOLES WITH WATER AND MAINTAINING A STATIC HEAD OF WATER OF THE SOIL BORING DATA WHEN PROVIDED IS FOR THE CONTRACTOR'S INFORMATION. THE ENGINEER DOES NOT SEGREGATED OR OTHERWISE UNACCEPTABLE AREAS SHALL BE REMOVED AND REPLACED WITH VALVE BOXES SHALL BE CAST IRON EXTENSION TYPE WITH NOT LESS THAN 5" DIAMETER SHAFT TWO FEET ABOVE THE CROWN OF THE PIPE DURING THE TEST. EXALTRATiON TEST SHALL BE MAKE ANY REPRESENTATION REGARDING EXISTING SUBSOIL CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY PROPERLY GRADED ROCK. AFTER SPREADING IS COMPLETED, THE ENTIRE SURFACE SHALL BE AND WITH COVERS MARKED 'WATER'. CONDUCTED ON GRAVITY LINES, BUILDING AND HOUSE LATERAL LINES, UNLESS WAIVED BY THE TO PERFORM ADDITIONAL SOIL BORINGS TO VERIFY THE LIMITS OF UNSUITABLE MATERIAL ON SITE. SCARIFIED AND THEN SHAPED SO AS TO PRODUCE THE REQUIRED GRADE, THICKNESS AND UTILITY WHEN APPROVED BY THE U11UTY AIR TESTING OF LINES ABOVE THE WATER TABLE WILL CROSS-SECTION AFTER COMPACTION. LIFTS SHALL HAVE A MAXIMUM COMPACTED THICKNESS OF SIX $.0 SERVICE LINES: BE ACCEPTABLE WHEREVER EXCAVATIONS FOR UTILITIES ARE MADE BELOW THE GRADES INDICATED ON THE PLANS, GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL SHALL BE USED TO RESTORE THE AREA TO THE INCHES. WATER SERVICES SHALL BE POLYETHYLENE TUBING COMPLYING WITH APPLICABLE REQUIREMENTS Of ALL VISIBLE LEAKS, REGARDLESS OF RESULTS OF INFILTRATION OR EXFlLTRATiON TESTS, SHALL PROPER GRADE, AND SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, COMPACTION SHOULD BE ACCOMPLISHED AT OPTIMUM MOISTURE. WHEN THE MATERIAL DOES NOT PE-3034. MATERIAL SHALL BE AS DESCRIBED IN ASTM D-2737 AND HAVE A STANDARD DIMENSION RAT10 (SDR) OF 9.0 AND SHALL CONFORM TO ANSI/AWWA STANDARD C901. BE REPAIRED. ALL REPAIRS SHOWN NECESSARY BY THE TESTS ARE TO BE MADE, BROKEN OR CRACKED PIPE REPLACED, ALL DEPOSITS REMOVED, THE SEWER LEFT TRUE T, LINE AND GRADE • " MEMOD D . HAVE THE PROPER MOISTURE CONTENT TO INSURE THE REQUIRED DENSITY WETTING OR DRYING WILL BE REQUIRED. ADDED WATER SHALL BE UNIFORMLY MIXED TO THE FULL DEPTH OF THE COURSE JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY AND ENTIRELY CLEAN, FREE FROM LUMPS CEMENT, PROTRUDING GASKETS, BULKHEADS, ETC., AREAS TO BE COMPACTED SHALL BE MOISTENED AND COMPACTED BY EITHER ROWNG, TAMPING OR ANY OTHER WHICH IS BEING COMPACTED. BEFORE ANY BITUMINOUS MATERIAL IS APPLIED, ALL LOOSE MATERIAL, CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO T AND READY FOR USE BEFORE FINAL ACCEPTANCE 15 MADE. METHOD APPROVED BY THE ENGINEER, IN ORDER TO OBTAIN THE DESIRED DENSITY. THE ENGINEER SHALL DUST, DIRT, CAKED CLAY AND FOREIGN MATERIAL WHICH MIGHT PREVENT PROPER BOND WITH BE USED FOR P.E. TUBING SERVICES REPAIR OF ANY DEFECTS FOUND IN THE SYSTEM ARE TO BE COMPLETED AT THE EXPENSE OF INSPECT ALL COMPACTED AREAS PRIOR TO FURTHER CONSTRUCTION OPERATIONS. EXISTING SURFACE SHALL BE MOVED TO THE SHOULDERS FOR THE FULL WIDTH OF THE APPLICATION. THE CONTRACTOR. PARTICULAR CARE SHALL BE TAKEN TO CLEAN THE OUTER EDGE OF THE STRIP Td BE TREATED IN OTHER SERVICE MATERIALS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF PRIOR TO BACKFIWNG AROUND STRUCTURES, THE AREAS SHALL BE CLEAN OF ALL TRASH AND DEBRIS OF ANY ORDER TO ENSURE THAT THE PRIME WILL ADHERE WHERE THE PRIME IS APPLIED ADJACENT TO SPECIFICATIONS AND APPROVAL OF THE ENGINEER. 12.0 SEWER AND DRAINAGE STRUCTURES: DESCRIPTION, UNLESS DIRECTED BY THE ENGINEER TO BE LEFT IN PLACE, SUCH AS SHEETING AND BRACING. CURB AND GU17ER OR VALLEY GUTTER, SUCH CONCRETE SURFACES ARE TO BE PROTECTED AND WATER SERVICES SHALL BE MARKED IN CURBS LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERMITTED. ALL CEMENT USED ON SEWER BACKFlLL SHALL BE HAND TAMPED IN 12" LOOSE LIFTS. KEPT FREE OF BITUMINOUS MATERIAL WATER SERVICES UNDER STREETS SHAD. BE SLEEVED IN CLASS 160 PVC AND DRAINAGE STRUCTURES SHALL BE A TYPE II PORTLAND CEMENT, CONFORMING TO ASTM SPECIFICATION C-150 AND AASHID DESIGNATION M-85 3.0 EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS:_ NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 40 SERVICE SADDLES SHALL BE IRON BODIED, EPDXY COATED WITH DOUBLE STAINLESS STEEL STRAPS. UNLESS OTHERWISE SPECIFIED ON THE PLANS, MANHOLES SHALL BE PRECAST CONCRETE SECTIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING "TRENCH DEGREES FAHRENHEIT IN THE SHADE AND FAWNG, OR WHEN IN THE OPINION OF THE ENGINEER, THE WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURFACE IS UNSUITABLE. CONTRACTOR SHALL INSTALL WATER METER BOXES, PLASTIC WITH METAL LIDS OR PRECAST CONCRETE SECTIONS WITH CLAY BRICK SECTIONS TO A POINT 12 INCHES BELOW EXCAVATION AND TRENCHING OPERATIONS AS REQUIRED BY THE SAFETY ACT". FINISHED GRADE RIM ELEVATION. THIS WORK SHALL CONSIST OF THE EXCAVATION OF WHATEVER SUBSTANCES THAT SHALL BE ENCOUNTERED TO THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY. FOR UMEROCK BASES, THE GLAZED FINISH 9.0 FIRE HYDRANTS: CHANNELS SHALL BE ACCURATELY AND SMOOTHLY FORMED AND IN ACCORDANCE WITH THE PLANS THE DEPTHS AS SHOWN ON THE PLANS EXCAVATED MATERIALS NOT REQUIRED FOR FILL OR BACKFILL SHALL BE SHALL BE REMOVED BEFORE THE APPLICATION Of PRIME COAT. THE TEMPERATURE OF THE PRIME CHANNELS MAY BE CONSTRUCTED OF CONCRETE WITH TROWEL FINISHED SURFACES THE UPPER REMOVED FROM THE WORK SITE AS DIRECTED BY THE ENGINEER AND SHALL BE CONSIDERED TO BE A PART OF MATERIAL SHALL BE BETWEEN 100 DEGREES FAHRENHEIT AND 150 DEGREES FAHRENHEIT. ALL FIRE HYDRANTS SHALL MEET THE CITY APPROVED MANUFACTURERS UST AS STATED IN THE SURFACE OF THE MANHOLEBOTTOM SHALL BE SLOPED TOWARD THE CHANNELS AS SHOWN ON THE THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACI(FlLL IS REQUIRED. THE MATERIAL SHALL BE APPLIED BY MEANS OF A PRESSURE DISTRIBUTOR. THE AMOUNT OF DEVELOPMENT CODE PLANS. CHANNELS SHALL HAVE A MINIMUM DEPTH OF AT LEAST SEVENTY-FIVE PERCENT (751I� EXCAVATION FOR MANHOLES AND OTHER ACCESSORIES SHALL HAVE A MINIMUM CLEARANCE OF TWELVE INCHES BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GAL/SY FOR LIMERDCK ALL FIRE HYDRANTS SHALL COMPLY WITH ANSI/AWWA STANDARD C502-85 AND THE FOLLOWING DESIGN STANDARDS: OF THE RESPECTIVE PIPE DIAMETER AND THE TOP WIDTH OF THE CHANNEL SHALL BE EQUAL TO OR GREATER THAN THE INSIDE DIAMETER OF THE OUTLET PIPE. AND A MAXIMUM CLEARANCE OF TWENTY FOUR INCHES ON ALL SIDES. BASES AND NOT LESS THAN 0.25 GAL/SY FOR SOIL -CEMENT BASES THE RATE OF APPLICATION SHALL COAT THE SURFACE THOROUGHLY AND UNIFORMILY WITHOUT HAVING ANY EXCESS TO FORM POOLS OR FIRE HYDRANTS SHALL BE OF THE COMPRESSION TYPE, OPENING AGAINST THE PRESSURE AND MORTAR FOR USE IN CONSTRUCTING AND PLASTERING SEWER STRUCTURES SHALL CONFORM TO EXCAVATION SHALL NOT BE CARRIED BELOW THE REQUIRED DEPTHS AS INDICATED BY THE PLANS. EXCESS FLOW OFF THE BASE. THE PRIME SHALL BE ALLOWED TO STAND WITHOUT SANDING FOR A PERIOD Of AT CLOSING WITH THE LINE PRESSURE WITH A 5-1/4" VALVE OPENING. THE HYDRANT SHALL BE ASTM C-270, •SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY". A PORTLAND EXCAVATION BELOW THE REQUIRED LEVEL SHALL BE BACKRLL.ED AT THE CONTRACTOR'S EXPENSE WITH SHARP LEAST 48 HOURS UNLESS OTHERWISE ORDERED BY THE ENGINEER.IF SO ORDERED BY THE ENGINEER, A EQUIPPED WITH 2-2 1/2" AND 1-4 1/Y NOZZLES. CEMENT -HYDRATED LIME MIXTURE OR A MASONRY CEMENT MAY BE USED PROVIDED THAT THE SAND, GRAVEL OR OTHER SUITABLE MATERIAL, THOROUGHLY COMPACTED AND APPROVED BY THE ENGINEER. LIGHT, UNIFORM APPLICATION OF CLEAN SAND SHALL BE APPLIED PRIOR TO OPENING THE PRIMED BASE FIRE HYDRANTS SHALL BE FURNISHED WITH A SEALED OIL OR GREASE RESERVOIR LOCATED IN THE SAME MATERIALS ARE USED THROUGHOUT THE PROJECT. WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATED AREA. IT SHALL BE REMOVED BY PUMPING . TO TRAFflC, IN WHICH CASE THE SAND SHALL BE ROLLED WITH A TRAFFIC ROLLER IN CONJUNCTION WITH TRAFFIC TO CURE THE PRIME COAT. AFTER THE SAND COVERING HAS BEEN APPLIED, THE BONNET SO THAT ALL THREADED AND BEARING SURFACES ARE AUTOMATICALLY LUBRICATED WHEN MORTAR MATERIALS SHALL BE PROPORTIONED BY VOLUME AND SHALL CONSIST OF ONE PART TYPE OR OTHER MEANS AS APPROVED BY THE ENGINEER. THE REMOVAL OF WATER SHALL BE CONSIDERED TO BE A SURFACE MAY BE OPENED TO TRAFFIC IF WARRANTED BY TRAFFIC CONDITIONS, IN THE OPINION OF THE THE HYDRANT IS OPERATED. THE HYDRANT WILL BE DESIGNED FOR DISASSEMBLY BY USE Of A 11 PORTLAND CEMENT TO TWO PARTS AGGREGATE (SAND). PORTLAND CEMENT SHALL CONFORM TO "SPECIFICATIONS PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFlLL IS REQUIRED. ENGINEER. THE APPLICATION SHALL BE MADE ONLY ON ONE-HALF THE WIDTH OF THE BASE AT ONE SHORT DISASSEMBLY WRENCH OR THE HYDRANT SHOE SHALL HAVE INTEGRAL CAST TIE BACK LUGS ASTM C-150, FOR PORTLAND CEMENT'. AGGREGATE SHALL CONFORM TO ASTM TiME, CARE BEING TAKEN TO SECURE THE CORRECT AMOUNT OF BITUMINOUS MATERIAL AT THE JOINT. ON THE MAIN VALVE TO PERMIT THE MAIN VALVE ASSEMBLY AND VALVE SEAT TO BE REMOVED C-144, 'SPECIFICATIONS FOR AGGREGATE FOR MASONRY UNITS". WELL POINTS, PUMPS OR OTHER APPROVED MEANS SHALL BE USED TO KEEP THE GROUND WATER SUFFICIENTLY WITHOUT DIGGING EARTH OR DISASSEMBLING THE HYDRANT BARREL LOW, IN THE OPINION OF THE ENGINEER, TO PERMIT THE PLACING OF CONCRETE, MASONRY OR PIPE IN FIRST CLASS CONDITION, AND SUFFICIENTLY LONG THEREAFTER TO PROTECT THE CONCRETE, MASONRY OR JOINTS 5.0 DRAINAGE NOTES: FIRE HYDRANTS WILL BE FURNISHED WITH A BREAKABLE FEATURE THAT WILL BREAK CLEANLY UPON PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS, AS MODIFIED HERETO. CONCRETE SHALL ATTAIN A AGAINST WASHING OR DAMAGE THE CONTRACTOR SHALL ALSO USE SUCH OTHER MEANS AS MAY BE NECESSARY IMPACT. THIS SHALL CONSIST OF A TWO PART BREAKABLE SAFETY FLANGE WITH A BREAKABLE STEM COUPLING. THE UPPER AND LOWER BARRELS SHALL BE FLUTED AND RIBBED ABOVE AND MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. MINIMUM WALL THICKNESS SHALL BE TO KEEP THE EXCAVATION IN SATISFACTORY CONDITION FOR THE CONSTRUCTION OF THE WORK, AND THE USE OF ALL CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. SECTION 945 AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA STRENGTH LOWER BARREL 8 INCHES AND MINIMUM INSIDE DIAMETER SHALL BE 48 INCHES. THE INSIDE OF ALL MANHOLES WELL. POINT, OR OTHER APPROVED METHOD, WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO MAKE AASHTO DESIGNATION M-196 FOR TYPE I AND TYPE II PIPE. PIPE SHALL HAVE HELICAL CORRUGATIONS SHALL BEAR THE APPROVAL OF A CERTIFIED TESTING LABORATORY WHEN DELIVERED TO THE JOB THE STRUCTURES WATERTIGHT. WITH RE -ROLLED ENDS THE FIRE HYDRANT INTERNAL VALVE SHALL BE 5-1/4" MINIMUM. THE PENTAGONAL OPERATING SITE. BANKS AND TRENCHES SHALL HAVE A 1:1 SLOPE BEGINNING AT A POINT AT THE TOP OF THE INSTALLED REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS NUTS AND THE CAP NUTS SHALL BE 1 1/2' POINT TO FLAT. DRAIN VALVE OUTLETS FOR THE UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL JOINTS SHALL BE MADE WITH NEOPRENE OR PIPE 11LITY FOR SAFELY, THE TRENCH SHALL MEET ALL REQUIREMENTS OF OHSA. THE WIDTHS OF THE TRENCH N SECTION 941. CONCRETE PIPE SHALL BE CLASS III OR AS SHOWN ON THE PLANS. PIPE GASKETS HYDRANTS SHALL BE PLUGGED OR OMITTED. CHAINS FOR THE CAPS SHALL ALSO 13E OMITTED. RUBBER "0" RING COMPRESSION JOINTS, MASi1C JOINT SEALING COMPOUND, OR APPROVED EQUAL SHALL BE A MAXIMUM OF 36 INCHES ON EACH SIDE OF THE PIPE BELL. BELL HOLES SHAD_ BE ACCURATELY SHALL MEET F.D.O.T. STANDARD SPECIFICATIONS SECTION 942. THE HYDRANTS SHALL OPEN COUNTER CLOCKWISE AND THE DIREC11ON OF OPENING SHALL BE CAST ON THE TOP. THE BURY LENGTH, MEASURED FROM THE BOTTOM OF THE CONNECTING PIPE TO THE AFTER ASSEMBLY, ALL JOINTS SHALL BE FILLED WITH MORTAR AND POINTED TO PROVIDE A SMOOTH SURFACE WITHOUT JOINT VOIDS. EXCAVATED BY HAND. PRIOR TO BACKFIWNG THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE GROUND LINE AT THE HYDRANT SHALL BE THREE FEET SIX INCHES (42") MINIMUM OR AS REQUIRED CITY AND/OR COUNTY FOR INSPECITON. BY PLAN. THE BASE AND WALLS THAT COMPOSE THE BOTTOM SECTION OF PRECAST MANHOLES SHALL BE OF IF THE BOTTOM OF THE TRENCH IS ROCK, THE EXCAVATION SHALL BE CARRIED EIGHT INCHES BELOW THE INVERT MONOLITHIC CONSTRUCTION, 8 INCHES THICK, AND THE EDGE OF THE BASE SLAB SHALL PROJECT OF THE PIPE AND BACKFILLED WITH THOROUGHLY COMPACTED SHARP SAND, GRAVEL OR OTHER SUITABLE BEDDING OF THE PIPE SHAD. BE F.D.O.T. CLASS 'C' OR BETTER, REQUIRING THE BOTTOM OF THE THE HYDRANT SHALL BE EQUIPPED WITH A 6" MINIMUM MECHANICAL JOINT BASE INLET UNLESS A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE DIAMETER OF THE WALL MATERIAL APPROVED BY THE ENGINEER. TRENCH SHAPED TO FIT THE BOTTOM dF THE PIPE FOR A DISTANCE EQUAL TO ONE-HALF OF THE OTHERWISE SPECIFIED BY THE ENGINEER. HOLES FOR PIPING SHALL BE 3 INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE RESPECTIVE t� ROCK EXCAVATION SHAD_ INCLUDE ANY ROCK ENCOUNTERED WHICH CANNOT BE REMOVED WITH A 3/4 YARD OUTSIDE DIAMETER OF THE PIPE. ALL FIRE HYDRANTS SHALL BE SET 6 FEET IN FROM ALL EDGES OF PAVEMENT, MINIMUM. PIPES. AFTER THE PIPE IS SET, THE VOID SPACE BETWEEN THE PIPE AND THE HOLE PERIMETER I BACKHOE UNDER NORMAL OPERATING CONDITIONS. ROCK EXCAVATION SHALL BE INCIDENTAL TO CONSTRUCTION ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES GIVEN, WITH HUBS UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB. WHEN PIPE WITH QUADRANT REINFORCEMENT OR REFLECTIVE BLUE MARKERS SHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO SHALL BE COMPLETELY FILLED WITH NON -SHRINKING, QUICK -SETTING, WATERPROOF CEMENT MORTAR AND STRUCK SMOOTH. KOR-N-SEAL BOOTS CAN BE USED AS AN ALTERNATE OF ALL PIPING SYSTEMS AND NO SEPARATE PAYMENT WILL BE MADE CIRCULAR PIPE WITH EWPTiCAL REINFORCEMENT IS USED, THE PIPE SHALL BE INSTALLED IN A POSITION MARK FIRE HYDRANT LOCATIONS. THE MINIMUM HEIGHT OF PRECAST BASE SECTION SHALL BE 36 INCHES, HOWEVER, NO HOLES FOR WHENEVER IT IS NECESSARY, IN THE INTEREST OF SAFETY, TO BRACE OR SHORE THE SIDES OF THE TRENCH, SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE 10.0 FITTINGS: PIPING SHALL BE CAST LESS THAN 8 INCHES FROM THE TOP OF THE BASE SECTION OR LESS SUCH BRACING OR SHORING SHAH BE CONSIDERED TO BE PART OF THE BID PRICE OF THE UTILITY PIPE FOR MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAL AXIS OF THE PIPE THAN 2 INCHES ABOVE THE TOP OF THE BASE SLAB. WHICH EXCAVATION AND BACKFlLL IS REQUIRED. ANY PIPE THAT IS NOT IN TRUE ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL METER VALVES SHAH BE CLOSED BOTTOM DESIGN AND RESILIENT "O' RING SEALED AGAINST O BE TAKEN UP AND RELAID WITHOUT ADDITIONAL COMPENSATION. EXTERNAL LEAKAGE AT THE TOP. SHUT-OFF SHALL BE AFFECTED BY A RESILIENT PRESSURE THE CONTRACTOR SHALL FURNISH THE ENGINEER SHOP DRAWINGS OF THE PRECAST MANHOLES (AND THE CONTRACTOR SHALL FURNISH, PUT IN PLACE AND MAINTAIN SUCH SHEETING AND BRACING AS MAY BE REQUIRED TO SUPPORT THE SIDE OF THE EXCAVATION AND TO PREVENT ANY MOVEMENT WHICH CAN IN ANY WAY JOINTS FOR REINFORCED CONCRETE STORM DRAINS AND CULVERTS SHALL BE FOR ROUND PIPE. RUBBER ACTUATED SEAL SO POSITIONED IN THE PLUG AS TO COMPLETELY ENCLOSE THE FLOW WAY IN THE CLOSED POSITION. THE INLET SIDE OF ALL METER VALVES SHALL HAVE A COMPRESSION TYPE CERTIFICA1ION FROM A TESTING LABORATOR FOR APPROVAL SHOP DRAWINGS SHOULD ILLUSTRATE ALL R DAMAGE THE WORK OR ENDANGER ADJACENT STRUCTURES. iF THE ENGINEER IS OF THE OPINION THAT SUPPORTS GASKETS MEETING THE REQUIREMENTS OF SECTION 430-7.2, 941-1.5 AND 942-1, FLORIDA DEPARTMENT FITTING AS SPECIFIED FOR JOINTS ABOVE. METER VALVES FOR METER SIZES 1' AND UNDER SHALL BE DIMENSIONS, REINFORCEMENTS AND SPECIFICATIONS FOR THE COMPLETE MANHOLE. ARE INSUFFICIENT, HE MAY ORDER ADDITIONAL SUPPORTS. THE COMPLIANCE WITH SUCH ORDER SHALL NOT U� ANSPORTATiON, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SHALL BE EQUIPPED WI1H A METER COUPLING NUT ON THE OUTLET SIDES. IRON CASTINGS SHALL CONFORM TO ASTM A-48, •SPECIFICATIONS FOR GRAY IRON CASTINGS', AND RELEASE THE CONTRACTOR FROM HIS RESPONSIBILITY FOR THE SUFFICIENCY OF THE SHEETING. METER VALVES FOR 1 1/2" AND 2' METERS SHALL HAVE FLANGED CONNECTIONS ON THE OUTLET SHALL BE CLASS 30. FRAMES AND GRATES MAY BE CLASS 20. THE CONTRACTOR SHALL LEAVE ALL SHEETING IN PLACE. THE ENGINEER MAY REQUIRE SHEETING TO BE CUT OFF PERFORATED UNDERDRAIN PIPE FOR THE STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN FOR EXFlPE PORN TRENCH ON THE PLANS. SIDES. ALL CASTINGS SHALL BE TRUE TO PATTERN AND DIMENSIONS, FREE FROM FAULTS OR DEFECTS, AND WELL AT ANY SPECIFIED ELEVATION BUT IN NO CASE WILL ANY SHEETING BE LEFT CLOSER THAN TWO (2) FEET BELOW CLEANED AND PAINTED WITH COAL TAR PITCH VARNISH. BEARING SURFACES BETWEEN CAST FRAMES, THE NATURAL SURFACE, NOR CUT OFF BELOW THE ELEVATION OF THE TOP OF THE PIPE PERFORATED UNDERDRAIN PIPE SHALL BE 360 DEGREE PERFORATED AND SHALL BE EITHER CORRUGATED ALL METERS SHALL BE SET AT THE EDGE OF PAVEMENT OR BACK OF SIDEWALK UNLESS OTHERWISE COVERS AND GRATES SHALL BE MACHINED AND FITTED TOGETHER TO ASSURE A TRUE AND EVEN FIT. ALUMINUM PIPE AND MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 945 AND SHOWN ON THE PLANS. WITHIN AREAS OF VEHICULAR TRAFFIC, THE FRAMES, COVERS AND GRATINGS SHALL BE MACHINE -GROUND THE COST OF EXCAVATION AND BACKFlLL FOR MANHOLES, WET WELLS, INLETS, BOXES, FENCES, BUILDINGS, PLANT AASHTO M-196 DESIGNATION FOR CORRUGATED ALUMINUM CULVERT PIPE AND UNDERDRAINS, OR SHALL CURB STOPS SHALL HAVE TEE -HEAD SHUTSOFF WITH LOCK WING. CURB STOPS SHALL BE MADE OF SO THAT 'IRREGULARITY OF CONTACT' WILL BE REDUCED TO A MINIMUM AND WILL BE RATILEPROOF. FOOTINGS AND OTHER STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE ITEM. BE 50CK WRAPPED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR E DIVALENT. ALUMINUM PIPE Q BRASS ALLOY IN ACCORDANCE WITH ASTM SPECIFICATION 862-82A CONTRACTOR IS TO PREVENT INTRODUCTION OF DEBRIS OR DIRT INTO EXISTING STORM DRAINAGE AND OR / AFTER PIPES, STRUCTURES AND OTHER APPURTENANCES HAVE BEEN INSTALLED, THE TRENCH OR OPENING SHALL SHALL HAVE HELICAL CORRUGATIONS WITH RE -ROLLED ENDS. SANITARY SEWER SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES ALL LINES AND STRUCTURES SHALL ED BE BACKFlLIED. TRENCH BACKFlLL SHALL MEET FOOT REQUIREMENTS FOR GLEAN SELECT BACKFlLL AS DEFINED IN A THE FILTER MEDIA SHALL BE AS DESCRIBED IN CURRENT F.D.O.T. STANDARD SPECIFICATIONS SECTION METER VALVES AND CORPORA�TON STOPS SHALL BE OF BRONZE CONSTRUCTION IN ACCORDANCE WITH ASTM SPECIFlCAITON 862-82A. BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. INDEX 05 THE FLOR DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, 901 OR AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDICTION AND PERMITTING THE DRAINAGE ' ` CURRENT EDITION. SYSTEM AND SHALL BE FURNISHED AND INSTALLED ACCORDING TO DETAILS SHOWN ON THE PLANS. THE INLET THREAD FOR METER VALVES AND CURB STOPS SHALL BE AWWA TAPER THREAD IN ALL SIZES LOCATION OF DRAINAGE AND SANITARY SEWER STRUCTURES G)VERN. ADJUST PIPE LENGTHS AS REQUIRED. �i] BACKFlLL ARWND THE PIPE, AND TO A POINT TWELVE INCHES ABOVE THE TOP OF THE PIPE, SHAD. BE PLACED FILTER MEDIA SHALL BE LAID IN 6" LAYERS TO A LEVEL 12" OVER THE TOP OF THE PERFORATED UNDER IN ACCORDANCE WITH ANSI AWWA STANDARD C800-89. OUTLET CONNECTIONS SHALL HAVE A / WALL REINFORCEMENT AND THICKNESS FOR PRECAST STRUCTURES SHALL BE IN ACCORDANCE W11H ASTM IN SIX INCH LAYERS AND COMPACTED WITH 20 POUND HAND TAMPERS OR MECHANICAL TAMPERS SUITABLE FOR DRAIN PIPE OR TO THE LEVEL. DENOTED IN THE DETAILS ON THE PLANS THE TOP, BOTTOM AND BOTH COMPRESSION TYPE FlTflNG SAME AS VALVES. C-478. THE PURPOSE BACKFlLL MATERIAL SHALL NOT CONTAIN ANY ROCKS OR STONES GREATER THAN 2 INCHES IN SIDES OF THE FILTER MEDIA SHALL BE COVERED WITH MIRAFl 140N, OR APPROVED F.D.O.T. EQUAL, FOR THE FULL LENGTH OF THE MEDIA UNLESS OTHERWISE SHOWN ON THE PLANS. STEEL TAPPING SLEEVES SHALL HAVE A WELDED STEEL BODY WITH FLAT FACED STEEL FLANGE, MORTAR USED TO SEAL THE PIPE INTO THE WALLS OF THE PRECAST STRUCTURES WILL BE SU A DIAMETER WITHIN 12 INCHES OF THE PIPE ROCKS LARGER THAN 3 INCHES IN DIAMETER SHALL BE REMOVED RECESSED FOR A TAPPING VALVE, IN ACCORDANCE WITH M.S.S. STANDARD SP-60. GASKETS SHAM '0' MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE IN OR OUT OF THE STRUCTURES. THE MAXIMUM OPENING IM P FROM THE BACKFlLL MATERIAL BACKFIWNG SHALL FOLLOW PIPE LAYING CLOSELY AND SHALL NOT BE MORE THE MOISTURE CONTENT OF THE FILTER MEDIA SHALL BE MAINTAINED AT A LEVEL SUFFICIENT TO BE NEOPRENE RING TYPE WITH SOME TYPE OF GASKET RESTRAINT INCORPORATED IN THE THROUGH WALLS FOR PIPE SHALL BE THE MAXIMUM REQUIRED OUTSIDE DIAMETER PLUS 6'. THAN ONE HUNDRED (100) FEET BEHIND COMPLETE PIPE LAYING. BACKFlLL OVER PIPE SHALL BE CAREFULLY PREVENT PARTICLE SEGREGATION WHILE LOADING, HAULING AND PLACING. SLEEVES. PLACED BY EXPERIENCED LABOR, THOROUGHLY CONSOLIDATED WITHOUT SHOCK TO THE PIPE, AND CARRIED UP UNIFORMLY ON BOTH SIDES OF THE PIPE NO BACKFILI.ING WITH BULLDOZERS WILL BE PERMITTED ADJACENT TO 6.0 WATER NOTES: CAST IRON OR DR14-PVC TAPPING SLEEVES SHALL BE OF THE MECHANICAL JOINT TYPE HAVING A ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL REST ON A FIRM, CAREFULLY THE PIPELINE. A MINIMUM OF ONE COMPACTION TEST SHALL BE REQUIRED FOR EACH 300 LF. OF PIPE AND 100 ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE STANDARDS OF THE UTILITY PROVIDING FLAT FACED D.i. FLANGE, RECESSED FOR A TAPPING VALVE. ALL END AND SIDE GASKETS SHALL BE TOTALLY CONFINED. GRADED SUBGRADE WHICH SHALL PROVIDE UNIFORM BEARING UNDER BASE S.F. OF BACKFILLED AREA AROUND STRUCTURES. SERVICE NO PHYSICAL CONNECTION Of NEW WATER MAINS TO ACTIVE WATER MAINS SHALL BE ALL JOINTS SHALL BE WATERTIGHT. ALL JOINTS SHALL NOT BE COVERED UNTi1 INSPECTED AND THE ENGINEER MAY REQUIRE GRADED, CRUSHED ROCK FOR BACKFlLL AROUND THE WATER MAINS AND SEWER PIPE MADE UNTIL SUCH TiME THAT THE NEW MAINS ARE CONFIRMED TO BE BACTERIOLOGICALLY SAFE 11.0 SANITARY SEWER: APPROVED BY THE ENGINEER AND OTHER APPLICABLE AUTHORITIES IN AREAS WHERE THE AVAILABLE BACKFlLL MATERIAL IS UNSUITABLE AND THE F.D.EP. RELEASE HAS BEEN OBTAINED. TEMPORARY CONNECTIONS OF NEW MAINS TO ACTIVE MAINS FOR THE PURPOSE OF FlWNG AND FLUSHING SHALL BE MADE BY A METHOD DEEMED UNLESS OTHERWISE NOTED OR APPROVED, ALL GRAVITY MAINS AND SERVICES SHALL BE ALL PIPE SHALL BE LAID IN A DRY TRENCH. ALL MUCK, OR OTHER UNSUITABLE MATERIAL, ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND BACKFILLED WITH GRANULAR MATERIAL, IN AREAS WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE OR WITHIN 5', THE REMAINDER OF THE ACCEPTABLE TO THE UTILITY PROVIDING SERVICE. UNPL.ASTiCIZED POLYVINYL CHLORIDE (PVC) NON -PRESSURE PIPE CONFORMING TO ASTM D-3034 AND SDR 35 WITH INTEGRAL BELL AND SPIGOT JOINTS FOR PUSH -ON RUBBER GASKET TYPE JOINT SEALS COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD 'D". Y) TRENCH SHALL BE PLACED IN 12" INCH LAYERS COMPACTED THICKNESS AND SHALL BE COMPACTED TO 98 ( ) ALL WATER MAINS SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 15D PSI AND HAVE CONFORMING TO ASTM D-1869. PERCENT OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, METHOD "D". CONTRACTOR WILL BE COMPRESSION TYPE ALL AND SPIGOT JOINTS. SHOP DRAWINGS FOR AU. STRUCTURES AND MATERIALS TO BE USED ON THE PROJECT SHALL BE RESPONSIBLE FOR CORRECTION OF DAMAGE FROM SETTLEMENT IN THE BACKFILLED AREAS WHETHER UNDER THE THE WATER SYSTEM SHALL BE CLEANED, DISINFECTED PER ANSI/AWWA C651-86 AND TESTED FOR A PVC FITTINGS SHALL BE OF MONOLITHIC CONSTRUCTION OF THE TYPE SPECIFIED BY THE SUBMITTED TO THE DESIGN ENGINEER AND THE RESPECTIVE ENGINEERING AND UTILITY DEPARTMENTS FOR PAVEMENT OR OTHERWISE. PERIOD OF NOT LE55 THAN 2 HOURS AT 150 PSI IN ACCORDANCE WITH ANSI/AWWA STANDARD MANUFACTURER OF THE PIPE BEING USED. NO SOLVENT WELDS OR THREADED JOINTS WILL BE APPROVAL PRIOR TO CONSTRUCTION OR INSTALLATION. O IN AREAS WHERE NO PAVEMENT IS TO BE CONSTRUCTED, THE BACKFlLL ABOVE THE TWELVE INCH LINE ABOVE C600-87 AND PER AWWA MANUAL M23 WITH AN ALLOWABLE LEAKAGE AS DETERMINED 8Y THE FOLLOWING FORMULA. FOR PVC MAINS: PERMITTED. P.V.C. PIPE AND FITTINGS SHALL BE GREEN IN COLOR. THE JOINTING OF PIPE ON THE JOB SHALL BE DONE IN STRICT ACCORDANCE WITH THE PIPE CONTRACTOR SHALL MAINTAIN ONE CLEAN SET OF APPROVED CONSTRUCTION PLANS FDR RECORDING OF AS -BUILT CONDI110NS AS THE WORK PROGRESSES THIS SET SHALL BE SUBMITTED TO THE ENGINEER AS THE PIPE SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE SOIL ADJACENT TO THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE DONE ENTIRELY IN THE TRENCH UNLESS OTHERWISE PART OF THE PROJECT CLOSE-OUT. . PIPE TRENCH. L=SD {'0'S /133,200 WHERE DIRECTED BY THE ENGINEER. 13.0 INTERRUPTION OF EXISTING UTILITIES: 4.0 PAVING NOTES, L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR CONNEC1ION OF PVC PIPE TO MANHOLES SHALL BE MADE WITH APPROVED MANHOLE COUPLINGS UNDERGROUND UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT S = PIPE LENGTH IN FEET D = NOMINAL DIAMETER OF PIPE IN INCHES CORRESPONDING TO THE SIZE AND TYPE OF SEWER PIPE AS APPROVED BY THE UTILITY. INFLUENT AND EFFLUENT SEWERS SHALL BE GROUTED IN PLACE USING A WATER -PROOF, EXPANDING GROUT ANY CONSTRUCTION WORK THAT REQUIRES INTERRUP11ON OF SERVICE TO ANY CUSTOMER SHALL BE DONE SO WITH A MINIMUM OF SEVENTY-TWO (72) HOUR NOTICE TO, AND WRITTEN APPROVAL BY, THE CONSTRUCTION BEGINS P = AVERAGE TEST PRESSURE IN PSI ACCEPTABLE TO THE ENGINEER. ALL OPENINGS AND JOINTS SHALL BE SEALED WATERTIGHT. PIPES APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL ARRANG A MEETING WITH THE CITY, OTHER ALL PAVEMENT SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM ENTERING AND EXITING MANHOLES SHALL HAVE A TWO FOOT SECTION OF PIPE WITH THE GOVERNING AGENCIES, AND OTHER AFFECTED UTIUlIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS s MOISTURE, AASHTO T-1B0, METHOD "D" AND SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. APPROPRIATE JOINT. THE SCOPE OF WORK. ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONTRACTOR AT SUCH SPECIFICATIONS, SECTION 120. THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF SERVICE LATERALS WILL NOT BE PERMITTED THROUGH MANHOLE WALLS UNLESS SPECIFICALLY TiME THAT SYSTEM DEMAND IS LOW. THIS GENERALLY REQUIRES NIGHT TiME WORK BY THE CONTRACTOR DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO ALL BACKFlLL UNDER FUTURE PAVED AREAS SHALL BE PLACED IN 12" COMPACTED LIFTS AND NOTED OTHERWISE AND REQUIRES FULL TIME INSPECTION BY A REPRESENTATIVE OF THE UTILITY. ALL COST FOR OVERTIME PLACEMENT OF BASE MATERIAL COMPACTED BY MECHANICAL MEANS TO 98% MAXIMUM DENSITY TO PREVENT FUTURE SETTLEMENT. A FLOW CHANNEL SHALL BE CONSTRUCTED TO DIRECT INFWENT INTO FLOW STREAM, REFER TO WORK BY THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CONTRACTOR. EACH CUSTOMER IF THE PLANS INDICATE A STABILIZED SUBBASE TO BE USED, IT SHALL HAVE A MINIMUM LBR BACKFlLL IN NON -TRAFFIC AREAS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. BOTH DETAILS. AFFECTED BY THE SHUT DOWN SHALL BE PROVIDED, MINIMUM, FORTY-EIGHT (48) HOURS WRITTEN s N VALUE OF 40 OR A FBV OF 75 AND SHALL BE IN ACCORDANCE WITH F.D.O.T. SECTION 160. IT IS � " COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH AASHTO T-18O, METHOD D . NOTIFICATION BY THE CONTRACTOR. THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE ENGINEER FOR APPROVAL, THE MATERIAL TO BE USED FOR THE SUBBASE, AND THEIR PROPORTIONS AND LABORATORY LBR, BEFORE DELIVERY TO THE SITE. QUALITY CONTROL LBR'S MAY BE REQUIRED BY THE ENGINEER TO PROVE THE IN PLACE � /� ,p / p /!' liJ Af : /Z O Dy CONDITION. , . MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 ?„ cn z t- O z w - O - 0 > >- w U a 0 L_ W Nv t.w c0 O 00 �c`itcom O U 'tn c+r) � m -10-+ O 05 �m�Ra a .0 ,a M 0 i L. L v 'b '� 0 C aww Q.Z viM �0 O C O m 0 4 to e CCI"0 �� N 0 4) G O p0 1-4ai 0In� .a.-. co0)(m( ��ro-• rf z � M �5 w < Q �� 0 o _ N N < .ti fI Im ZO � i;` % -� /V -7 OES oxv cH,,r f' ... PROJECT / FILE NO DRAWING NO. NTS-2_ DATE DRAWN: f� 6/3/04 S OF CONDITIONS OF APPROVAL 1. PER FIRM PANEL NO. 120119 0220 E, THE ENTIRE SITE LIES WITHIN FLOOD ZONE 'X', AREA OF MINIMAL FLOODING. 23. THE CITY OF OCOEE 15 SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE LEGAL DESCRIPTION OF BUILDING PERMITS 2. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING APPROVED LOCATIONS SHOWN ON THE PLAN. HEREIN SHOULD BE CONSIDERED AS SUCH AS AN EXEMPTION_ COMMENCE AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 22 SOUTH,RANGE 3. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL 24. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES 28 EAST± RUN THENCE NORTH 00021' 21" EAST ALONG THE EAST LINE or- THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 66321 FEET TO THE POINT BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. RELATED t0 THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE OF BEGINNINGt THENCE NORTH 8g°09' 40" WEST A DISTANCE OF 332.18 FEETt 4. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS APPLICABLE GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE. THENCE SOUTH 00°26' 01" WEST A DISTANCE OF 182.61 FEETt THENCE NORTH 89°23' 09" WEST A DISTANCE OF 13330 FEETt THENCE NORTH 12° 46' 25" WEST AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY 25. A COPY OF THE MASTER SUBDIVISION PLAN FOR THE ENTIRE OCOEE COMMONS PUD SHALL BE A DISTANCE OF 62.96 FEETt THENCE NORTH 89° 2V 09" WEST A DISTANCE OF SERVICES. AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL SALES OFFICES. 23L5'l FEET± THENCE NORTH 18°40' 01" WEST A DISTANCE OF 202.16 FEET± THENCE NORTH 89°36' 50" WEST A DISTANCE OF 40.00 FEETt THENCE NORTH 00023' 10" 5. ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, 26. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19. EAST A DISTANCE OF 11.53 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 162.00 FEET, A COVENENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS AND DEEDS CONVEYING PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATION SHALL 21. ALL ACCESS RIGHTS TO PUBLIC ROADS AND THE PRIVATE ENTRANCE DRIVE ALONG THE WESTERN CHORD BEARING OF NORTH 3003V 28' EAST, A CHORD DISTANCE OF 16333 FEET, RUN THENCE BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL AND SHALL COMPLY WITH ALL BOUNDARY OF THE PROJECT FOR ALL RESIDENTIAL UNITS ADJACENT THERETO SHALL BE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCH INSTRUMENT. DEDICATED TO THE CITY. OF 60°32' 31", A DISTANCE OF 111.18 FEET TO A POINT OF CURVATURE ON A 6. A MASTER HOMEOWNERS ASSOCIATIONWILL CREATED FOR MAINTENANCE AND 28. RECREATION AMENITIES, INCLUDING A TOT LOT, POOL AND PAVILION ALL MEETING THE CITY'S LDC CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 112.00 FEET, A CHORD BEARING OF NORTH 05014' 43" EAST, A CHORD DISTANCE OF 185-01 FEET, RUN MANAGEMENT OF ALL COMMON ARREASEAS (TRACTS S 'A'-'E') AND FACILITIES UNLESS OTHERWISE REQUIREMENTS SHALL BE PROVIDED WITHIN TRACT 'C'. THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL NOTED AND SHALL COMPLY WITH ALL CITY ORDINANCES IN EFFECT AT THE TIME OF INSTRUMENT RECORDING. 29. THE 6' BRICK WALL WITHIN TRACTS 'A' AND 'B' SHOWN HEREIN SHALL BE MAINTAINED BY THE ANGLE OF 111°22' 08", A DISTANCE OF 211.10 FEETt THENCE NORTH 50 °26' 21" WEST A DISTANCE OF 55.00 FEET± THENCE NORTH 39°33' 39" EAST A DISTANCE PROPERTY ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE RESIDENTIAL OF 1851o1 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE 1. ALL ROADS WILL BE PRIVATELY MAINTAINED BY THE HOMEOWNERS ASSOCIATION UNLESS SIDE OF THE WALL SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. SOUTHEASTERLY, HAVING A RADIUS OF 5-IOZO FEET, A CHORD BEARING OF NORTH OTHERWISE NOTED. 30. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT 45°34' 39.49 " EAST, A CHORD DISTANCE OF 119FEEL, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE 8. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE CITY BUILDING DEPARTMENT CODE EXCEPT t0 THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY OF 12002' 00", A DISTANCE OF 119.11 FEETt RUN THENCE NORTH 51°35' 39" At TIME OF FINAL PLAT SUBMITTAL. SET OUT ON THE PLAN. EAST A DISTANCE OF 183.93 FEET t0 A POINT OF CURVATURE ON A CURVE S. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS ENABLE THE CON- 31. THIS PROJECT MAY NOT BE DEVELOPED UNTIL SUCH TIME AS TRACT 'M', TRACT 'L2' AND TRACT 'L3' OF CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 430.00 FEET, A CHORD BEARING OF NORTH 46°21' 50" EAST, A CHORD DISTANCE OF 16.90 FEET, RUN THENCE STRUCTION OF RAMPS AT ALL APPLICABLE RIGHT-OF-WAY INTERSECTIONS (AND OTHER S THE OCOEE COMMONS PUD LAND USE PLAN ARE CONSTRUCTED AND ACCEPTED BY THE CITY OF NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE AREAS AS REASONABLY REQUIRED) IN ORDER TO PROVIDE PHYSICALLY CHALLENGED OCOEE. OF 10°15' 39", A DISTANCE OF 11.01 FEET TO A POINT OF CURVATURE ON A CURVE PERSONS ACCESS TO SIDEWALKS AND STREETS_ SIDEWALKS ABUTTING EACH LOT SHALL BE CONSTRUCTED AT THE TIME A UNIT CONSTRUCTED THE LOTT. WWHEHETN 32. THIS PROJECT IS SUBJECT TO THE TERMS OF THE APPROVED OCOEE COMMONS P PUD LAND USE PLAN C6 CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF NORTH 1°21' 41" EAST, A CHORD DISTANCE OF 21.94 FEET, RUN . SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS A AT CERTAIN LOCATIONS, THE WALKS WILL EXTENDED THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE AS AMENDED, AND THAT CERTAIN ANNEXATION AND DEVELOPMENT AGREEMENT RECORDEp IN OFFICIAL RECORDS BOOK 6g36, PAGE 2691, AS AMENDED BY THAT CERTAIN FIRST AMENDMENT TO THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 52°03' 21", A DISTANCE OF 2211 FEET t0 A POINT OF CURVATURE ON A CURVE T W CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT ANNEXATION AND DEVELOPMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 1350, PAGE 2618, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CONCAVE NORTHWESTERLY HAYING A RADIUS D US OF 18.00 FEET, A CHORD BEARING THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. OF NORTH 11°36' 26" EAST, A CHORD DISTANCE OF 4234 FEET, RUN THENCE 10. IF ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY, THEY WILL BE CONVEYED TO THE CITY AT THE TIME 33. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS WELL AS SIDEWALKS ALONG THE FUTURE LOCAL STREET AND ALONG ALL OTHER PERIMETER NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 31°29' 50", A DISTANCE OF 42.88 FEET TO A POINT OF CURVATURE ON A CURVE OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK VINYL CHAIN -LINK FENCE WITH POSTS AND RAILS PAINTED BLACK AND SHALL BE PROPERTY LINES SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEEL, A CHORD BEARING OF SOUTH 89°14' 44" EAST, A CHORD DISTANCE OF 24.14 FEET, SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY SUCH AS VIBURNUM OR LIGUSTRUM. 34. STREET TREES SHALL BE PROVIDED BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE ALL UNDERGROUND UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES WITH A MINIMUM OF 3" TO 3 1/2" DBH AND 10' OF 51°43' 31", A DISTANCE OF 25.19 FEET± THENCE SOUTH 60°22' 59" EAST A DISTANCE OF 322.10 FEET TO A POINT OF CURVATURE ON A CURVE CONCAVE 11. UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-11 WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN TALL AT INSTALLATION. THE REMAINING STREET TREES SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT SOUTHWESTERLY, HAVING A RADIUS OF 340.00 FEET, A CHORD BEARING OF SOUTH 5' FORWARD OF THE FRONT BUILDING SETBACK LINE. CODE 29°51' 41" EAST, A CHORD DISTANCE OF 34431 FEET, RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE 12. SECURITY LIGHTING FOR INTERNAL STREETS, PARKING AREAS, DEVELOPMENT ENTRANCES, 35. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 10% LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS OF 60°50' 24", A DISTANCE OF 361.03 FEET TO THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20± THENCE SOUTH 00°21' 21" WEST ALONG THE EAST POOL/PAVfLiON/RESTROOM AREA AND KIOSK AREA SHALL BE INSTALLED BY THE DEVELOPER AT THE DEVELOPER'S SOLE COST AND EXPENSE PRIOR TO A CERTIFICATE SURFACES SHALL NOT EXCEED LOT COVERAGE. LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 269.90 FEET TO THE OF COMPLETION BEING ISSUED. THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-11. 36. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT POINT BEGINNING. GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON THE CONTAINS 626892 SQUARE FEET OR 14.4314 ACRES MORE OR LESS. 13. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT PRIVATE STREETS, EXCEPT IN DESIGNATED OFF-STREET PARKING SPACES. WITH THE LEGALLY ASSIGNED SUBDIVISION NAME. ANY SUBSEQUENT SUBDIVISION NAME CHANGE MUST BE APPROVED BY THE CITY COMMISSION. 31. THE DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL INCLUDE LANGUAGE REQUIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UNITS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEY 14. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS FOR R-3 ZONING ARE STORED OUTSIDE THE GARAGE THEY WILL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. WILL APPLY FOR THIS DEVELOPMENT. 15. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY 38. THE OCOEE COMMONS TOWNHOMES WILL COMPLY WITH ALL OF THE APPLICABLE STANDARDS IN SECTION 6-15 OF THE CITY'S LANE) DEVELOPMENT CODE (MULTI -FAMILY DEVELOPMENT STANDARDS). A MINIMUM OF ONE FOOT. 16. TRASH PICKUP WILL BE PROVIDED FOR EACH INDIVIDUAL UNIT. NO DUMP5TER8 SHALL BE UTILIZED FOR WASTE DISPOSAL. 11. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 18. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOC- IATION SHALL BE CONVEYED t0 THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. IS. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 20. THE PROJECT IS TO BE DEVELOPED AS A PRIVATE GATED COMMUNITY AND SHALL COMPLY WITH ALL APPLICABLE ORANGE COUNTY ORDINANCES AND RESOLUTIONS WITH RESPECT TO GATED COMMUNITIES, INCLUDING BUT NOT LIMITED TO ARTICLE Vfll, CHAPTER 34 OF THE ORANGE COUNTY CODE, AS WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT MAY BE ENACTED THERETO. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIRE- MENT. IN THE EVENT THAT THE CITY ADOPTS AN ORDINANCE REGARDING GATED COMMUNITIES PRIOR TO PLAT APPROVAL FOR THIS PROJECT, THEN THE PROJECT SHALL COMPLY WITH THIS ADOPTED ORDINANCE. 21. AN "OPTICOM" PRE-EMPTION DEVICE AS WELL AS A "KNOX BOX" WILL BE REQUIRED FOR BOTH ENTRANCE GATES. 22. ALL DECLARATIONS OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS IFTHE ASSOCIATION FAILS TO DO 50 OR FAILS TO MAINTAIN ASSESSMENTS At A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. B. PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/ 3 REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURED, OR (2) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION. IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL, THE CITY MAY CON- TINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO, NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE BOARD OF DIRECTORS THE MAINTEN- ANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 39. STORMWATER MANAGEMENT FOR THIS DEVELOPMENT WILL BE CONTAINED IN TWO DRY RETENTION PONDS, TRACTS 'G2' AND 'P', OF THE OCOEE COMMONS PUD. THESE PONDS WILL BE CONSTRUCTED AND APPROVED BY THE CITY OF OCOEE PRIOR TO CONSTRUCTION OF THIS PROJECT. 40. CONSTRUCTION OF THE ACCESS ROADWAY ALONG THE WESTERN PROPERTY BOUNDARY BY THE MASTER DEVELOPER WILL BE COMPLETED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST TOWNHOME UNIT. MAINTENANCE WILL BE PERFORMED THROUGH AN EASEMENT AGREEMENT BETWEEN THE PROPERTY OWNERS ALONG THE ROADWAY. 41. THE LANDSCAPE BUFFER TRACTS ALONG THE FUTURE LOCAL STREET SHALL HAVE, AT A MINIMUM, SHADE TREES PLANTED EVERY 30 FEET AND 5HRU555 PLANTED ALONG AT LEAST 25910 OF THE LENGTH OF THE WALL. THE BUFFER WALL SHALL BE CONSTRUCTED At LEAST 5 FEET BACK FROM THE ROAD RIGHT-OF-WAY LINE. 42. IF ANY FENCE ENCLOSURES ARE CONSTRUCTED IN THE REAR YARD OF ANY UNIT, THERE WILL BE A GATE OPENING INTO AN OPEN SPACE BEHIND THE UNIT. 43. A MINIMUM UNOBSTRUCTED OPEN SPACE BUFFER OF 20 FEET SHALL BE PROVIDED BETWEEN ALL BUILDINGS. 44. CONSTRUCTION OF A LEFT TURN LANE TO SERVE THE WESTERN ENTRANCE WILL BE COMPLETED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST TOWNHOME UNIT. 45. A MINIMUM 30 FOOT SEPARATION MUST BE MAINTAINED WHEN THE REAR OF A UNIT FACES THE SIDE OF AN ADJACENT UNIT. BECAUSE OF THIS REQUIREMENT, SCREENED ENCLOSURES WILL NOT BE PERMITTED AT THE REAR OF UNITS 66 AND 61 AS DESIGNATED ON THE SITE PLAN AND SUBDIVISION LOTTING PLAN. 46. TRACTS A-E SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. LOTS 1-91 SHALL BE FEE SIMPLE OWNERSHIP. 41. WHERE THE SIDE OF A BUILDING 16 ADJACENT TO THE BACK OF A BUILDING THERE SHALL BE A MIN OF 30' MIN. BUILDING SEPARATION. 49. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. 49. IF DOORS, WINDOWS, OR OTHER OPENINGS IN THE FRONT OR REAR BUILDING WALL OF A LIVING UNIT FACE A WALL OF ANOTHER BUILDING WITH DOORS, WINDOWS OR OTHER OPENINGS, THEN THERE SHALL BE A MINIMUM SEPARATION OF 30 FEET BETWEEN ALL MULTI- FAMILY STRUCTURES OF TWO STORIES OR LESS. io- 'oyflZ MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 III 12Ilz a- v z 00 r- ��O O NN,mo V tip N 00 Q +_(D r-, NCO O Q ai 04 { v Q c� x O oz =ZW �oL Q NE) ° 6 Z . o Lz 00 0 c 00 cn 5 a 00 = 0 � Of U-iz 0 0) 0 CD Z • viL°°E .- CO W CL C9 UNION d ��l H N y a v ' OES O V CHK. PROJECT / FILE NO. 50- 66001 DRAWING NO. SN TS- 3 DATE DRAWN: OF 6-3-04 SH./ ZONED RlAA—RESIDENTIAL ZONED Al —COMMERCIAL NOTE: THIS PLAN REFLECTS ONSITE MASS GRADING, AS WELL AS OFFSITE IMPROVEMENTS, TO BE p PERFORMED BY MASTER DEVELOPER PRIOR TO PROJECT CONSTRUCTION. EXISTING TOPOGRAPHY L i N "0" Ab,"?EA REFLECTS ELEVATIONS AT THE TIME OF SURVEY AS PREPARED BY TINKLEPAUGH SURVEYING. Q� 112 _Z' . .. . . ...... Ile •C&77 YIMROWC OP2 00, 02• ✓— 0000 -; ql "/40 V SORE, 12 0. 0 '-121.0 4`1 4' v ��i"' -„ ~� .:Yr'. .'` 4 ?:ice 3 yrl T' .s` //F,s` �r��%�, � � el �fo I Lj EA io l F Ile GRAPHIC SCA 0 30 60 120 15 P D--,,." NED "P to IN FEET 0, INCH— 60 FEET oo oo All 4 Z EXISTING OFFICE BUILDING "' ZONED C 1 —COMMERCIAL f NJ, D, A ft Al_'>��_:Allf.ir 33 mU 4 AT COVD 1 RP o I Srn'J ow. it . . ......... ftY 3 3%•0 % f . ......... 0 Ml 1�.o B, N, CIS! .... ...... L0 le e'/ 0 P 0 If r e 0433 _k ui % 121Y w AREA'TO EL, 12 1 0 1 N LEVEL TH I S" I f cu T-11"J& L Ml TS SHOW 0. 7 1\ OCOEE COMMONS PUD 4.LOT "C"—'RESIDENTIAL r ps 0qq COEE COMMONS PUD —COMMERCIAL LOT g*_ q ry < p Q LLJ 0 L4 zg i, 0 CL CNLo .......... . Csl I C14 LC v— N, ........ rn v ZONED PIUD L <( f I—x % i if -W, I Lu % ry 2 I z 4 N 4/ % % f cl%4 0 0 L6 CQ 0 clsl < v6 fv A, . . .......... -z '(2 _0 1. 01 'o i g— .. .......... f Lo us sf cd 'It 'OC /QEE%�ONS�PUD 'TICTOMMERCIAL J,� V MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 cn f2f) z In z z 0 1— LLJ Ljj In 0 0 > Lu ir of w w (L (L o fcn (n .2 00 m CD C'q 1 C%4 C'4 VJ 1:14 00 cl'- < r, coo cn ILLJ cz m a. IL cn co 0 06 C) -cc r- o.y > -6 E No u- 00 0 cr 0 --,C C0 cn Lr- jr S cn .5; -c I 0, W N -j 4- ui ui L I,- O'E 'T zm cn s 0 L 3: uj ;ggmmm. IL ou'll/ rn ca O cn VJ A=? 4,171M PROJECT / FILE NO. 50-66001 DRAWING NO, MASS-3 DATE DRAWN: Lf. OF 6-3-04 m 3s. v / S i 3 i E 0 0 c 0 i; 0 O to Lo 0 0 Er U NOTES 1. NO WETLAND HABITATS AND/OR VEGETATION OCCUR ONSITE. ZONED A 1-COMMERCIAL GENERAL SITE DATA GROSS SITE AREA 14.44 ACRESPROPOSED ZONED R 1-AA-RESIDENTIAL 2. PROJECT SIGNAGE SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TRACT USE MULTI -FAMILY TOWNHOMES CITY OF OCOEE LAND DEVELOPMENT REGULATIONS. BUILDING SETBACKS PARKING SUMMARY TOTAL PROPOSED UNITS 97 GROSS DENSITY 6.72 DU/AC. I3. SITE CONTRACTOR SHALL CONSTRUCT ALL SIDEWALKS WITHIN COMMON AREAS. BUILDING CONTRACTOR SHALL CONSTRUCT ALL DRIVEWAYS AND SIDEWALKS FRONT SETBACK WITHOUT SIDEWALK: 20 FEET TOTAL SPACES REQUIRED 218 (2.25 SPACES/UNIT) MAXIMUM BUILDING HEIGHT WITHIN INDIVIDUAL LOTS AND THOSE LEADING TO DOORWAY OF UNITS FRONT SETBACK WITH SIDEWALK: 25 FEET TOTAL SPACES PROVIDED 236 -TOWNHOUSE UNITS 35' 2 STORY ( ) 4. BOTH THE EASTERN AND WESTERN GATED ENTRANCES TO THE COMMUNITY SIDE SETBACK: REAR SETBACK: 0 FEET 10 FEET MIN. -INDIVIDUAL UNITS 194 - RESTROOM/PAVILION 15' (1 STORY) SHALL BE EQUIPPED WITH AN OPTiCAM AND KNOX KEY ACCESS. - ON -STREET FOR UNITS 27 - MAIL KIOSK 15' (1 STORY) 5. THE 6 FEET MINIMUM BUFFER WALL HEIGHT SHALL MEASURE FROM THE FINISH GRADE ON - ON -STREET FOR AMENITIES 15 MAXIMUM BUILDING COVERAGE 26.24% OF GROSS SITE AREA WHICHEVER SIDE OF THE WALL IS HIGHER, FRONT OR BACK. MINIMUM LIVING AREA 1200 SQ. FT. -_ �."..-.�--'_ _,._ ....._ � ._.. ...._....�. ..._.. � ._... _._.. END PERIMETER LL " .1 1N A ZONED PUD i c ft. 1 I i t 1 ' ... �•'"\\ q •I EXIST. OVERFLOW STRUCTURE' TOP = 1't9.99` 63'�f(` t �) II ;- _ E INV 1717 - - - - -- ---i- -- EXIST, 8' PVC 677 $ Fr 24 a • i € DIRECTION ON-1 Y 29 30 31 32 TRACT A I PROFOSE€€D SECONDARY / 28 ; OPEN SPACE" I ENTOANC� TO BE CONSTRUCTED / 5 I UPON COMPLETION OF TRACT 'Y' 27 FUTURE E OAD / :i.' ' 4•y •• r�X'�� �. � • ice• fo,�•r'• • I °S S?'' .4'°33 iSTRE 34 •'d.ii+. • I U 1 O I / 25 5 Y I I ? 35 m 94 to I I TRIP GENERATION CALCULATIONS EDITION: PER ITE TRIP GENERATION MANUAL. 6TH PROPOSED LAND USE CATEGORY: RESIDENTIAL CONDOMINIUM/TOWNHOUSE (230) PROPOSED DWELLING UNITS: 97 AVERAGE DAILY TRIPS (WEEKDAY): 5.86 TRIP ENDS PER DWELLING UNIT AVERAGE DAILY TRIPS (WEEKDAY): (65.86 TRIPS/DU) * 97 = 568 TRIPS AM PEAK RATE: 0.44 TRIP ENDS PER DWELLING UNIT P.M. PEAK HOUR: (0.44 TRIPS/DU) * 97 = 43 TRIPS PM PEAK RATE: 0.54 TRIP ENDS PER DWELLING UNIT P.M. PEAK HOUR: (0.54 TRIP/DU) * 97 DU = 52 TRIPS LAND USE TABLE Descri tion Basin B2 Basin D otal (sq. ft) (cc.) (sq. ft.) (cc.) (sq. ft.) (cc.) Impervious Areas Roadways 77196.5 1.772 35000 0.803 112196.5 2.576 Buildings 99802.5 2.291 63502.5 1.460 163405 3.751 Sidewalks 18683.7 0.429 9610.9 0.221 28294.6 0.650 Driveways/Back Pads 23623.5 0.542 20938.3 0.481 44561.8 1.023 Recreation/Pool Areas 5659.1 0.130 0 0.000 5659.1 0.130 Sub -Totals 224965.30 5.164 129151.70 2.965 354117 8.129 Pervious Areas Common/Open Space 183191.90 4.206 91697.50 2.105 274889.4 6.311 Sub -Totals 183191.90 4.206 91697.50 2.105 274889.4 6.311 Totals 408157.20 9.370 220849.20 5.070 629006.40 14.440 0 / d F:;.•, Qr: °' o ( € GRAPHIC SCALE / 23 0 30 60 120 97 �, 93s.$a�, .� �,;.,;:<q° € I EXISTING OFFICE BUILDING / 22 W °4"ro I, ZONED Cl-COMMERCIAL U 37 IN FEET) �� �� 96 92 ,e';°"' 1 INCH = 60 FEET �` V'Sus �,S' 1y i I I I t t jE' t I L k !wJ- � � ,� • F � 1 p � IASPHALT Et j{it E °RE• C�} 21 �A :;3i t.:� 95 4! 6,q.P 4•„d. 38CL V 7 € I I E 3 f I I ASPHALT \ �����~T COvO It ! A { CP COLIC ; t 20 �.` §. •` Ret, _ !`�"'.:a'4... _ L BUILDING 91 `, %.�;,�,: ,x•<� IU39RB (TYP)-jd _ 19 90 €I I€ €1 35 BLDG SETBACK I I E;� 81 89 I t I I t t � 1 t / '• s dt�". � � ..4..,. •,"b ,D P 6M 7$ 677 $ Fr I § I F } fi, \ `~ / 17 1 40 41 42 43 44 45 4682 88 ,.47 �� 13331 I I I I t II€ I I l ! / 16 :LL, �/ �+' 83 x �c\�,r�, 1€ Lri I II I I I I I I / - 'z: ,Z�s. / '°dz<eN'k�'"� * '� `it'•"ir a�'7.`t ,�.i,.:,; I `<t„s:•I> 0� / / / F`• �V %j a .' •�� 'ero' '�`w. „s .a '' 'e , I - I E C II F p'.• ;: Yw ate,` ILOI I 80 ` , _ (2 17.5END SIDEWALK AT 0.0 84 -9D VAYS TYP. Q_ 5' SIDEWALK i � # � � � I � I, PROPERTY LINE //�� _ A�.:e.te� ,;•= 79 cns ,h:�,., = TYP. \ # a 85 e.� e:, `,cam^,<.� ' r,,� •it::,'� y,.rp•'y �°•�`,e.. f t #I Et �\ �'`'�` �:. :�.:..b�°-,�:, V' 0,� "X=';.<, i�' .,;;:° a�,� °�z �.: �' k. unim umin '•A: ,:t., .3 # II€I I # � I € 78 15 '� \ ;•..�� 86JE p v t I f I '\\ \ 14 .: 77 9�'A 87 67R.` # OCOEE COMMONS PUD IE I I ' I I I �,,, .•..§,j.s<.fr 76 >%0 71 70 69 68,y t 3 '°Q6Q'.< _ # LOT -C I£ :,::;fig; °4::. 8 Q OMMERCIAL I t { \ F"'`EOat <; �< ; . ° s77 saFr o 66 •"" 49 7Z. - \\ \ �♦ Dc �' m 1 III I \` \ \ \\\ 12 x T LOT v 65 40 75 I ; I iai 50 '`� �� �_.�«^°--'"'•. \ \ \ 11 R`, d3 � .•s, i., • '°.r ,.�•<• `°�'' 74 r'Ne POOL <,. v - l I „.n ti • 68, q' t° .t'}a• 64 I a"a q tt , o'IA<.. 73 ���,:;.•..Ya>•< I 10 72 'VV�• ( '<_ a^ o51 I Lril I o In 'lop' F\v Ng I Iy J (V ''g \ \ Q �;'�•, :1 ,•y is".<�,'' '. AP. - dit° <•,rr r , �-� r I (E \,t,` i I LLI € l I I I I \ \ \\ \ \y 8 \ �° " _ 52 o 3 U� ZONED PUD \ \\ \ \�'��� \ 7 ccEss o,.' I I I,I I� I t, I I --­1I , ; ..- GATES z • 53 O I I I EE I I 6 CONC. SIDEWALK \ S „ LLI BY MASTER DEVELOPER `�` \\\\\ 6 / i < ' LU U I I (I E' J 1-j 63•�'Y'' 1 I j,\ \ F�, '�t° ` �§' , . � <• �' �;..::'e, P Q i jFf( I #E(E � I; � ; jj O I jE7gt € O\\ \ <', \ � Abt� .ff• :.Ai •''� 1 62 �.•�,i "a •�''`r. '�.y�'k t'. 4 1 7 { � � !. IE I I E' i � 3 j € I I �t" I 54 b fff ft {ff I I; I I ; t I p}I : T i ; [ 4 ��p� \\ `t \\ 3 °�°" KIOS / Y .�b,ar•.j:; 1 55 : I fF �; �1 I� I I � I I O I � € i � O`� \\ *` \ / � .£I#I##t# :.i, ,3,.�' � !" ..•,ma V I i � # t f� t ) I : I F � € I €• o , \\\ 1 / �,� / ; 40 MIN. EXT. �� \\ t \�\ � / � / E£ItI#t �� \\ ��:�:4,4.. ago )IDTH 20 CORLOT \\/ �/ _CT •\y :/ 2 • I ,b£s;-, ' y 57 Q ACS�E SSW/O SIDEWALK 25E CORNER SET$AEgEN1 .• roff f Lroj I I 0 10' MIN. REAR W/SIDEWALK moo ROE ; pp 1 III It i I I I I I € € I \� SIGNAGE " \� \ a` �.e<;r` SETE3ACK 30, MiN. INTERIOR ��� 58 LOT WIDTH \�_ \ \ �\ _ '�:;: ` '�� ' �� • �� ti xt�p 59 . 20' IN. 5L G. n 5EP RATIO **** N z .4 n1--7 T--= LL 0 W 0 N - -:":::] E:1 I I 1 I I * I 25' MIN. FRONT 0 5' SIDEWALK SET5ACK * It �! CIF NO SIDEWALK IS PROPOSED AD.IACENT TO RkiFR-OF-WAY, A "'LIMIT OF ,ACCESSORIY STRUCTURE WIDTFI FROM REAR WALL OF uI 20 MNIMIJ•I FRONT SETBACK AND W' MNIMUM LOT DEPTR SMALL APPLY. m'BIJFFER 04ALL CONSIST OF WOMTRIJCiED OPEC! SPACE. "SEE TYPICAL STREET SECTION FOR DETAILS ON STREET L.AycuT AND COMPOSITION. TYPICAL LOT AND UNIT LAYOUT 5C;ALE: lI =50' 6' CONC. SIDEWALK \ •* _ _ f tIt BY MASTER DEVELOPER UTILITY 6' BRICK 'n •� r- ~'�£ I I I I I i I I EASEMENT PERIMETER WALL TYP. ��'!• .� ._ ._ -z I I I f I i i I[ \ \ TURN \ _ fir; ; < £ Y/� I` I ��j; I 1 I ! ill \\ SPACE SETBACK ��'' ..�:.....; ✓" CROSS -ACCESS, DRAINAGE, & \ - -' w'"" _ _ _ _ ------------- \\! UTILITY EASEMENT, WIDTH VARIES Lj I ��\\ 4 `a �\\ OCOEE COMMONS PUD �\\ �'� \\\ I r TRACT "D 1 "- OMMERCIAL i'; I jI I II ; ;I I t; , I \ l E I I I € E E EI I MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 ■■■■ = = IR in z z z O w w _ O U > w U U of Of Of EL a �UZ 00 00 r ��O o NN0.)O U N o0 �3 a 0 iUj -W OUJ :3 „ L12oE =ZW N Z ¢•L Np 0tL550 `o v • e O c 00 o-�e -te(1) tCn C o l ¢ o LJJ LJJ IN CO o r` �Z • �croi3 F3 CD o cn N a o 0 W OES amv CHK. ,. PROJECT /FILE N0. 50- 66001 DRAWING NO. Q; MSP-5 DATE DRAWN: OF 6-3-04 ZONED Rl-AA-RESIDENTIAL 101 loo, I-NIT5 FL 00 25 ZONED Al -COMMERCIAL 1 = 60*50'24" 340.00' 361.03' ,B = S 2957'47" E ,H = 344.31' \\�269.9 S 00'27'27" r 7 -1 29 30 31 32 28 27 26.7" 26 C11 C1 S8rO5'470E STREET "B 142. 10 ZONED P D 24 ays 16 23 1 2 N's ZONED PUD S 89*14'44" , c 4 33 'H Do c"' C-) b a -: " 0- C3 z< cn � < 4 3: Z <oj <p= LI] 0 z -1 > P a. w 0 am w M zz _j z m u- Z R W'-�-j 0 36 EXISTING OFFICE BUILDING z co I A ZONED CI -COMMERCIAL 37 21 38 4v 20 L • 91 -`-Z- Af ���34.5' 39n .67:�-00-ZZot W- - - J L Z7/ AZ'7 81•89 1711-.1 7 40 41 42 43 e 44 45 46 47 82 88 A 16 t 4 83 20 L x, 1211 -Y.W x! 80 84 'k SB913411 V12*E S89'34'120E SB9*34'1 1r zing 50 79 85.36, STREET *D" 174.86' N 4:1 2'0321 • w IF MUrO1.111A /'� i`, • r.._'� ' . ® ,' � fill WiLl ,.n..rtl.tl.M � , �% At,. 'cam ® � 11112ow aNk, vo 2 1 60 56 c CCESS N, EASEMEN 57 'R 'R 58 A = 111'22'08 N 5844.04 E 4148.4557 IN 20 IN L = 217.70' w 59 N: CB = N 05*14'43" E f%u = 485n4l UTILITY A= 60'32'37" EASEMENTR = 162.00' 41Y N, N L = 171.18' C13 = N 30*39'28" CH = 163.33' 4- 3j 61 9 jN' PA It UKAINAUt., & UTILITY EASEMENT, WIDTH VARIES 3 4 0, 7' ft Jj u ==T - .... - ------------- ------ N NN I \���� ,y�R�,���\�\ I OCOEE COMMONS PUD FTRACT "D 1 OMMERCIAL OCOEE COMMONS PUD LOT "Q"-COMMERCIAL CURVE TABLE CURVE LENGTH RADIUS ci 69.06 130.00 C2 82.58 175.00 C3 59.36 50.00 C4 91.68 490.00 C5 32.90 500.00 C6 73.96 50.00 C7 136.94 295.00 C8 59.80 295.00 C9 71.43 80.00 LINE TABLE LINE LENGTH BEARING Ll 20.21 NOO*3634"E L2 7.61 N31*25'06"E 1-31- 7.511 S89005'47"E ooz [a GRAPHIC SCALE 0 30 60 120 IN FEET 1 INCH= 60 FEET Jill lit II If III I ' ' ,s,�;E � �.... I I n 'I it I( /;` l l K) iIII if 11 0. uo/z /,?-Op-oy MARC STEHU, P.E. DATE FLA. FEGSIRATION NO. 52781 V BE ENE.! r cn IX !3 11) 000 Do 3 cf) N�! C%j N ro IX jf� (1) �Om4,1Z) Ck: CL LL- co C.) V) p r-'0: U=J E o - -.or, ro a DYE 0,0 < -g t'j -N4-= L-cD 0 E co L- VON.: w FLOOD INFORMATION PER FLOOD INSURANCE RATE MAP NO. 12095CO220 E, ORANGE COUNTY, FLORIDA, DATED DECEMBER 6, 2000, THE PROJECT SITE LIES WHOLLY IN ZONE "C", AREAS DETERMINED TO BE OUTSIDE THE 500-YR FLOODPLAIN SOILS DATA PER THE USDA S.C.S. SOILS SURVEY, ORANGE COUNTY, FLORIDA, THE FOLLOWING SOIL TYPES OCCUR ONSITE, SOIL SYMBOL DESCRIPTION HYDROLOGIC GROUP 4,6 CANDLER FINE SAND A 34 POMELLO FINE SAND C 46,47 TAVARES FINE SAND A GEOTECHNICAL EXPLORATION DATA SOIL BORING INFORMATION PROVIDED BY UNIVERSAL ENGINEERING SCIENCES CRESTWOOD COMMONS GEOTECHNICAL REPORT NO. 335231 DATED MARCH 15, 2004 BORING EX. GRADE DEPTH TO SHWT SHWT B-1 121.0' 8.0' 113.0' B-2 119.5' 7.5' 112.0' B-3 119.0, 6.5' 112.5' B-4 122.5' 6.0, 116.5' B-5 121.5' 6.5' 115.0' B-6 123.0' 8.0' 115.0' B-7 122'5 i 8.0, 114.6 4 SHEET GENERAL NOTES 1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF PROPOSED GRADE TO ACCEPT SODDING. 2) EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES SHALL BE UTILIZED AS NEEDED DEPENDENT UPON SITE CONDITIONS AND OPERATIONS. 3) DAILY INSPECTION OF EROSION CONTROL MEASURES SHALL BE MADE BY THE CONTRACTOR. ALL NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. 4) FINAL BUILDING PAD ELEVATIONS SHALL BE 4" LOWER THAN THE PROPOSED FINISHED FLOOR SHOWN ON THE PLAN. 5) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PARKING STRIPPING SHALL BE FDOT TRAFFIC RATED PAINT. 6) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. 7) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. 8) ALL DISTURBED AREAS WITHIN FDOT OFFSITE RIGHTS -OF -WAY SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND RESODDED. 9) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. SEE LANDSCAPE PLAN FOR TREE PROTECTION MEASURES. 10) EXISTING TOPOGRAPHY SHOWN ON THIS PLAN REPRESENT EXISTING CONDITIONS AT TIME OF SURVEY. SEE SHEET 4 FOR PROPOSED MASS GRADING BY OCOEE COMMONS PUD MASTER DEVELOPER. CONTRACTOR IS ENCOURAGED TO VERIFY SITE TOPOGRAPHY FOR USE IN DETERMINING CUT/FILL REQUIREMENTS 11) SIDEWALKS SHALL BE 6" THICK THROUGH ALL DRIVEWAYS. 12) GRATE ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE OF PAVEMENT ELEVATION. 13) CONTRACTOR SHALL INSTALL SILT FENCE ®PROPERTY PERIMETER PRIOR TO ANY CONSTRUCTION. - - - - - - CENTER LINE - • - • - • - - - RIGHT OF WAY LINE (R/W) PROPERTY LINE (PL) EASEMENT LINE .6.50 46 Q58-6 EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW PROPOSED STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW CONCRETE SIDEWALK SURFACE FLOW ARROW PROPOSED ELEVATION FINISHED FLOOR ELEVATION SWALE CENTER LINE SOIL DIVIDE SOIL SYMBOL SOIL BEARING STRUCTURE TYPE GRATE INVERT PIPE RUN D1 "C" MODIFIED 119.84 115.96 24LF 18D® 0.25% TO D2 D2 "C" MODIFIED 119.84 N 115.90 S 115.40 159LF 24D9 0.25% TO D3 D3 MITERED END - 115.00 - D4 "C" MODIFIED 120.00 116.25 24LF 18D@ 0.17% TO D5 D5 "C" MODIFIED 120.00 W 116.21 S 115.71 246LF 24D9 0.20% TO D6 D6 "C" MODIFIED 120.00 115.22 24LF 24D® 0.207a TO D7 D7 "C"MODIFIED 120.00 115.17 78LF 24D® 0.20% TO D8 D8 MITERED END _ 115.00 _ 09 "C" MODIFIED 119.19 113.00 24LF 1800 0.25% TO D10 D10 P-6 119.19 112.94 107LF 18D® 0.25% TO 012 D 11 P-6 119.50 113.25 24LF 18D® 2.42% TO D 12 D 12 E" MODIFIED 119.50 112.67 102LF 18D® 0.25% TO D 1 D 13 "E"INLET 118.00 S&N 111.03 W 112.42 33LF 24D® 0.25% TO D 18 D 14 P-6(1) 116.00(1) 112.00 53LF 18D® 0.25% TO D 15 D 15 P-6(1) 118.00(1) 111.87 185LF 18DO 0.25% TO D 16 D 16 "C" INLET 118.00 111.40 117LF 18DO 0.25% TO D 17 D 17 "C" INLET 118.50 111.11 33LF 18D® 0.25% TO D 13 D 18 "C" INLET 118.00 110.92 87LF 24D® 0.25% TO D 19 D 19 "E" INLET 118.50 S 110.70 N&E 109.35 33LF 240 11.129 TO EXIST DMH STRUCTURE TYPE GRATE INVERT PIPE RUN D20 P-6 117.76 111.50 24LF 18D® 0.25% TO D21 D21 "C" MODIFIED 117.76 111.44 202LF 18D@ 0.25% TO D2 D22 "C" MODIFIED 118.54 110.93 24LF 24DO 0.25% TO D23 D23 "C" MODIFIED 118.54 110.87 21OLF 24D@ 0.25% TO D2 D24 P-6 119.51 112.50 24LF 1800 0.25% TO D25 D25 "E" MODIFIED 119.51 W&N 110.35 S 112.44 105LF 24D® 0.25% TO D2 D26 "E" INLET 118.50 W 112.19 S&E 110.09 45LF 24D@ 0.25% TO D30 D27 G" INLET 117.00 113.25 21OLF 18D@ 0.25% TO D2 D28 "C" INLET 117.50 112.73 165LF 18D® 0.25% TO D29 029 "C" INLET 117.50 112.31 50LF 18D® 0.25% TO D26 D30 "C" INLET 118.00 109.98 250LF 24D® 0.25% TO D19 (1) NOTE AS TEMPORARY MEASURE, CONTRACTOR SHALL CONSTRUCT STRUCTURES D 14 & D 15 W/4'-0 DIA. BOTTOM AND 8" TOP SLAB W122 3/4"DIA. OPENING. USE "Cr- 5630 ROUND GRATE. GRADE EL.=116.00 N 0 T E: PROPOSED WATER AND SEWER SHOWN SCREENED FOR CLARITY AND INFORMATIONAL PURPOSES ONLY. GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 INCH= 40 FEET Coll two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Law! 1-800-432-4770 www.callaunshine.com FP&L (305) 347-3900 Sunshine State One Call of Fit /J. ALL 12- f-6Y MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 M■M■MMI ....ININ N' En z z z w w - N 0 0 - U U > >- >- W U C� of w w IZ IL a Tin U CL Z 0_WO 000 0 r V cn NN0)O +� m LI r, Ix M CL NCC)�m � �J W Lb > :2 E Q 'L- N =3 O • • C� 0 a: CO cn c CO ++ rn V) V) '�j'- Z v ` aI Q 0 0) a) WWW WZ N�•E �`c^o Z Z • �' t\ •' 3 r�•�d0- `m 3 W 0_ f� 6 _ O N a .id Q Q DES OGYN. CH/ - PROJECT / FILE NO, 50-66001 DRAWING NO. PGD-7 DATE DRAWN: 6-3-04 SH � C 38 � PROPOSED SECONDARY IF s r �.., �,,,,.�• '"' ,,.. 'r r rr. r .�'' r �r � ., d 5 F' � { .••.•--.. ,ar';4y-#y ^^'}'#�,✓•,,°j'•pno •- 1 -.., I _ ir-^� ENTRA� TO BE . CONSTRUCTED N €A /,\ ,�� ,, �" _ � �_�- ���_�.�..-._N _ __47 ��- UP , � kl(P ON OF TRACT »K» ' CORE DRILL EXIST �✓ -'' �n d- GRAPHIC SCALE ® `C l �XI = 1706 ��,",..' �'•"� � � •-- � Q � .� r`�° EXIST. OVERFLOW STRUCTURE D 20 4o So MANHOLE ® INV 05.68 AND CONNEC �ROPOD �` � �� i ' '` A �''` , rn - E I,NV - 1 ? 5.51 , 24 "RCP CRt`�1JT TO E SUIRE f ' �f / �' ,, - w.l I si s r WATER""TIGHT SEAL , d{` ,°� �/ s F _ _ -4C.�M ( IN FEET )l000r j f ' 19 ZO o 8 C.0 1 INCH= 40 FEET %^ o °o EXIST. 8'k P IVC DIRECTION ONLY ,o I f 2. r r r r .� T '- I- M„ "..." �„ `°cq `.. .•-co ,+" .. r•�-fix•! '�+",00 i•'i 3 ,ar ✓°'' .�' r r '" �, r,,, - ' .i o ""' ...«,,..,.,.-.-"'.'"".« -•„.".«.^••�,.,�.,,.....-xs'^",'.,"... / �� y , ktl ,Q y • b .t;. ' • `a < • `C a ° . w - _� N "''•«, # ' .r '' l ✓"' r Ordr YEA ,p• .. ^'' �"�.. r�^Y'"'...w '..., O �j�, '•u < .- ..°, b'�., •d°. • "•,. y°' ;s :i�."i' 5 • v,, d e-- •- ',,q ��°R`.• "`•`. 3 3 �. �°'• �^ •' O a•,,,,,....M.,_.,�,......_.....-,,,,,,,,yt /t '@ • •.ice , ° e+-.rr •'^°.. `"' "'" a a ' �-�J j „o+ _ ,^' �, s' / `"'r ^•".- .....,',�%v"'r�.•..,. ° '4t v ^„- J ar° ~ i ° ,a ."`w {°� d rr ` r ✓ p r,,, »M - a 35+ s'� START RB O f s li °" • 3 ST, EET B 1°""-.l26 .5 � •� � � -, 34 •121.20 1 l �o : i4: ..,'as '•35o ;000�1 uj `f l /%f ' ` ✓ .-- �d ff fg,fd ^5 •% ?S Ir i t 'a'• N 12. 2'r eN-r i I %/ 122.# N o e� (L :x N A # \ ct € f J �f I 'F' C f\- �,,,p',•" ,,-. 0�� `o' 9 7 0., m CV � 1. , d as ,g f �� °� '; `t'' d! 36 p � € j I g � � N II 9 4> EXISTING OFFICE BUILDING 9 LLB :na.A, .: 1' d t rA # f PI€ ZONE -COMM W { f 1 f ,,�° F" r j f w 3 / I I d- ,�° �' b: a•. w• 1 �� 9r� i �R ;: •9'p !d r.: I ' D C 1 -COMMERCIAL / , j� t 1{'•':"� F' e�:< ,k. a r 7 O I L{ �Ej I { 1 � {t f a I � .1 t f F ` { i { -•,. >/`d � % . �' a ; ' � � #f s 1 r �oa,� �s 95 150 r , II rz - 38 I I # i t { (# { { lii i { ;'# m •Q X :.` I / T_'_ a . a�`>, ' ° . 1 t1 ASPHALT •� I � I , I f � / 1 � .� .�., 4 � 1 � > s�. �r leg E # # i F i # { F �) f r .Y ip l , a ,�' .:l• . I �j 1� # � 20 91 �" < �� K •�:p, , WI p 3 # #j i i 3 3 3 e O sP '.�� 4, a x q ,• \< / ff I x' .�� 2 3 CURB a- CC(`a TYPc [41� 14 ) t I All IN 7 V i �o zz.uu L 1%..0401 ^N /• I I •121.70 •o t # 11 # i # f 7 I a.a "c.x 1 �;:; { ( { t t o I {22.00 p t Isl }} I t „ �;.q �,O r �G % { # (z' 1 o; C. 1 f I v w` a M a,a 6 ,a { -.. tea.: 1 # tipwl, ; =t [ ` ° �': 3 E \ f I ' e; ; F 5MIMI ' 117 { � 120,50 ' �'��' �: t� ` ♦ 118.50 ' SIDW\\1 5hl t, FLOOD\ PER FLOOD INSURANCE RATE MAP NO. 12095CO220 E, ORANGE COUNTY, FLORIDA, DATED DECEMBER 6, 2000, THE PROJECT SITE LIES WHOLLY IN ZONE "C", AREAS DETERMINED TO BE OUTSIDE THE 100-YR FLOODPLAIN. GENERAL NOTES SOILS DATA 1) CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF PROPOSED GRADE TO ACCEPT SODDING. PER THE USDA S.C.S. SOILS SURVEY, ORANGE COUNTY, FLORIDA, 2) EROSION CONTROL MEASURES SHOWN ON, THIS PLAN ARE THE THE FOLLOWING SOIL TYPES OCCUR ONSITE. MINIMUM REQUIRED. ADDITIONAL MEASURES SHALL BE UTILIZED AS NEEDED DEPENDENT UPON SITE CONDITIONS AND OPERATIONS a r' 3) DAILY INSPECTION OF EROSION CONTROL MEASURES SHALL BE MADE BY THE CONTRACTOR. ALL NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. 4) FINAL BUILDING PAD ELEVATIONS SHALL BE 4" LOWER THAN THE PROPOSED FINISHED FLOOR SHOWN ON THE PLAN. 5) ALL ON SITE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. PARKING STRIPPING SHALL BE FOOT TRAFFIC RATED PAINT. 6) ALL SIGNAGE, WALLS, AND SITE LIGHTING TO HAVE SEPERATE 3 GEOTECHNICAL EXPLORATION DATA BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVELOPMENT CODE. °' SOIL BORING INFORMATION PROVIDED BY UNIVERSAL ENGINEERING 7) SIDEWALKS SHALL BE SLOPED PER PLAN, 12:1 MAX. SLOPE AND IN 1p SCIENCES CRESTWOOD COMMONS GEOTECHNICAL REPORT NO. 335231 ACCORDANCE WITH ALL APPLICABLE HANDICAP REGULATIONS. DATED MARCH 15, 2004 8) ALL DISTURBED AREAS WITHIN FOOT OFFSITE RIGHTS -OF -WAY SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND RESODDED. i 3 i E 0 0 0 2 m 0 0 0 O 3 SOIL SYMBOL DESCRIPTION HYDROLOGIC GROUP 4.6 CANDLER FINE SAND A 34 POMELLO FINE SAND C 46,47 TAVARES FINE SAND A 9) CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED, SEE LANDSCAPE PLAN FOR TREE PROTECTION MEASURES. 10) EXISTING TOPOGRAPHY SHOWN ON THIS PLAN REPRESENT EXISTING CONDITIONS AT TIME OF SURVEY. SEE SHEET 4 FOR PROPOSED MASS GRADING BY OCOEE COMMONS PUD MASTER DEVELOPER. CONTRACTOR IS ENCOURAGED TO VERIFY SITE TOPOGRAPHY FOR USE IN DETERMINING CUT/FILL REQUIREMENTS 11) SIDEWALKS SHALL BE 6• THICK THROUGH ALL DRIVEWAYS. 12) GRATE ELEVATION FOR INLETS WITHIN ROADWAY REPRESENT EDGE OF PAVEMENT ELEVATION. 13) CONTRACTOR SHALL INSTALL SILT FENCE 0 PROPERTY PERIMETER PRIOR TO ANY CONSTRUCTION. 6 BORING EX. GRADE DEPTH TO SHWT SHWT B-1 121.0' 8.0' 113.0' B-2 119.5' 7.5' 112.0' B-3 119.0' 6.5' 112.5' B-4 122.5' 6.0' 116.5' B-5 121.5' 6.5' 115.0' B-6 123.0' 8.0' 115.0' B-7 122'5 8.0, 114.5' 9 x % o^ I 122. 82 l :;rya; 40 \41 4 34f 45 4 6 4 7 `i ¢ •• Im tAllj" < • �� r h IGH /NTE SITY o E . 4, az 4 ' �"`�� '� 1! {{(( Q. kd'9 D R CNP/\),• • ^ 5�.. b, qb` 'L L/) •0°: a ,.i,r4 ° /Q % '° , a. mod• N .+' ' s b e a. `... ' v°' 9 : q - ,•� ' 2 ':s q.,Q f '� . � °� � : 3 I 3 .d• '.a. • .•.'aa .a N ' �•• O04 d ° 84 L� HP N ALP 5 0.STOP CUR 0fI 6'x 12 "-3'O.C. a 2 7 ,f HP WHITE YP .8 �aox 20. D12 8 # STOP "MUR9 O oor STa 13+94.39 D 7 {( € Q` `d' ='4 l'• a �,•. ' •,+: ,.!!t : g:. p, .. e ' / 4 1 I I j }j3 'Ej f -4 71 �69 68 y. k • Dg of { J# f ft i F=122.5 o N N I i i 1 \ %1� 'T© T °3 8.. M �N II t t I i I �2 j'1 J c :p 1 I �. SEE SH 75\° o EET • W a,d i I i ' i \� e)n cn0 ) > >?,) nn 122.00 ��- 65 Sn i f t I to(02 cn JI PO STRUCTURE TYPE GRATE INVERT PIPE RUN D 1 "C" MODIFIED 119.84 115.96 24LF 18DO 0.25% TO D2 D2 "C" MODIFIED 119.84 N 115.90 S 115.40 159LF 24DO 0.25% TO D3 D3 MITERED END - 115.00 - D4 "C" MODIFIED 120.00 116.25 24LF 18DO 0.17% TO D5 D5 "C" MODIFIED 120.00 W 116.21 S 115.71 246LF 24D® 0.20% TO D6 D6 "C" MODIFIED 120.00 115.22 24LF 24D® 0.20% TO D7 D7 "C"MODIFIED 120.00 115.17 78LF 2400 0.20% TO 08 D8 MITERED END - 115.00 - D9 P-6 119.19 113.00 24LF 18DO 0.25% TO D 10 D 10 P-6 119.19 112.94 107LF 18D® 0.25% TO D12 D11 "C" MODIFIED 119.50 113.25 24LF 18DO 2.42% TO D12 D12 "E" MODIFIED 119.50 112.67 102LF 18D® 0.257* TO D1 D 13 "E"INLET 118.00 S&N 111.03 W 112.42 33LF 24DO 0.25% TO D 18 D 14 P-6(1) 116.00(1) 112.00 53LF 18DO 0.25% TO D 15 D 15 P-6(1) 118.00(1) 111.87 185LF 18DO 0.25% TO D 16 D 16 "C" INLET 118.00 111.40 117LF 18D® 0.25% TO D 17 D17 "C" INLET 118.50 111.11 33LF 18D® 0.25% TO D13 D18 "C" INLET 118.00 110.92 87LF 240® 0.25% TO D19 D 19 "E" INLET 118.50 S 110.70 N&E 109.35 � 24D� 11 12X TO EXIST DMH STRUCTURE TYPE GRATE INVERT PIPE RUN D20 P-6 117.76 111.50 24LF 18DO 0.25% TO D21 D21 "C" MODIFIED 117.76 111.44 202LF 18D® 0.251w. TO D2 D22 "C" MODIFIED 118.54 110.93 24LF 24D® 0.25% TO D23 D23 "C" MODIFIED 118.54 110.87 21OLF 24DO 0.25% TO D2 D24 P-6 119.51 112.50 24LF 18D0 0.25% TO D25 D25 "E" MODIFIED 119.51 W&N 110.35 S 112.44 105LF 24DO 0.257. TO D2 D26 "E" INLET 118.50 W 112.19 S&E 110.09 45LF 24DO 0.25% TO D30 D27 "C" INLET 117.00 113.25 21OLF 18DO 0.25% TO D2 D28 "C" INLET 117.50 112.73 165LF 1800 0.257. TO D29 D29 "C" INLET 117.50 112.31 50LF 18DO 0.25% TO D26 030 "C" INLET 118.00 109.98 250LF 24D® 0.25% TO 019 DRAINAGE LEGEND - CENTER LINE RIGHT OF WAY LINE (R/W) ®� PROPERTY LINE (PL) EASEMENT LINE q --- ----- EXISTING STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW q PROPOSED STORM DRAIN LINE, CATCH BASIN, MANHOLE AND FLOW EXISTING PAVEMENT CONCRETE SIDEWALK SURFACE FLOW ARROW .6.50 PROPOSED ELEVATION FF=100.0 FINISHED FLOOR ELEVATION CN - - - SWALE CENTER LINE (1) NOTE. _ _ SOIL DIVIDE IN AS TEMPORARY MEASURE, CONTRACTOR SHALL CONSTRUCT STRUCTURES D 14 & D 15A i�3 W/4'-0 DIA BOTTOM AND 8" TOP SLAB W/22 3/4 "DIA SOIL SYMBOL OPENING. USE USF 5630 ROUND GRATE. RIM EL.=116.00 ` DES DNV CHK f: PROJECT / FILE NO. 50-66001 DRAWING NO. PGD-8 MARC STEHIJ, P.E. DATE FLA. REGISTRATION N0. 52781 DATE DRAWN:� $ OF 6-3-04 SH. �R Lr. ZONED A ) -COMMERCIAL ZONED R1-AA-RESIDENTIAL r Ili - i ZONED PUD EXISf, OVERFLOW STRUCTURE TQP- 119,�9° f EXIST. 8" PVC I DIRECTION ONLY 3 33 GENERAL NOTES 1) POTABLE WATER AND RECLAIMED WATER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS WITHIN THE LATEST EDITION OF THE CITY OF OCOEE UTILITY STANDARDS AND SPECIFICATIONS MANUAL 2) CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN THE AREA PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL UTILITY LINES (PHONE, ELECTRIC, CABLE, WATER, SEWER) LOCATED AND FLAGGED PRIOR TO EXCAVATION. 3) THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF THE DAMAGES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 4) ALL FIRE HYDRANTS SHALL BE LOCATED 6' FROM THE EDGE OF PAVEMENT AND SHALL INCLUDE A GATE VALVE. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN THE CENTER OF THE ADJACENT TRAVEL LANE IN FRONT OF EACH FIRE HYDRANT. FIRE HYDRANTS SHALL BE PAINTED PER CITY CODE. 5) CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT FOR THE PLACEMENT OF SLEEVES AS NECESSARY. 6) CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR LOCATION AND/OR RELOCATION OF UTILITIES WITHIN THE RIGHT-OF-WAY. 7) LOCATION OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS ENCOUNTERED IN THE FIELD. 8) SEWER LATERALS SHALL BE LAID AT A MINIMUM SLOPE OF 1.04X 9) WATER METER BOXES AND SEWER LATERAL CLEANOUTS SHALL BE SET WITHIN GRASSED AREAS JUST BEYOND ROW LINE OR BACK OF CURB. 10) CONTRACTOR SHALL DEFLECT PROPOSED WATER MAINS AND REUSE MAINS TO PROVIDE 3' MINIMUM SEPARATION BEHIND ROAD INLETS. 11) FIRE LINES SHALL BE C900 CLASS 200 PVC. 12) EACH BUILDING SHALL BE EQUIPED WITH LOCAL FIRE ALARM PER NFPA72. EXISTING OFFICE BUILDING ZONED Cl-COMMERCIAL � I � 1 I , ASPHALT OCOEE COMMONS PUD LOT "Q"-COMMERCIAL GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 INCH= 60 FEET UTILITY LEGEND EXISTING WATER MAIN, GATE VALVE (G.V.), TEE, F.H. AND PLUG EXISTING SANITARY SEWER MAIN, MANHOLE AND DIRECTION OF FLOW. PROPOSED WATER MAIN, GATE VALVE (G.V.), BEND AND TEE WITH FIRE HYDRANT ASSEMBLY. PROPOSED WATER MAIN, REDUCER, SINGLE & DOUBLE WATER SERVICE AND PLUG W/ BLOWOFF. PROPOSED SANITARY SEWER MAIN, SINGLE & DOUBLE SEWER SERVICE CLEAN OUT (C.O.), MANHOLE AND DIRECTION OF FLOW. -REMOVE EXIST PLUG AND CONNECT TO EXIST. 2 1/2" REUSE MAIN 'REMOVE EXIST PLUG AND CONNECT TO EXIST. 8"WM PER TEMP. CONNECTION DETAIL 'CONTRACTOR SHALL LOCATE EXIST. UTILITIES AND ENSURE 18" MIN SEPARATION FROM BOTTOM OF WALL FOOTER. CONTACT ENGINEER IF A CONFLICT EXISTS. BLOW-UP DETAIL LL LL.. 0 0 N N U1 cn U � H H WW 0 0 U U F- F- 5 U a a N M N 9 wuQ 00 per ,, 0 00 0 U (n 64 cq (f)ujw -,�1 co I � V)00 �vJ IS ccq c: 0 0 Z wZW � o _0 Q'C N 0 L0 0 00L. .L. U -v s 6 to S Z0- 0 � o uj N.,- vi � 0 ZZ • ui -�'��3 to Ss �_.0 3 CL �« , a O V1 Q o � N a OES OGYN. CHK. �? PROJECT / FILE NO. 50-66001 DRAWING NO. MU-9 MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 DATE DRAWN: 9 OF 6-3-04 SH. 38 , 3 i 0 a 3 E O 0 O 0 2 W 0 O fD t0 to PIPE LEGEND 21 "PLUG SANITARY SEWER=8"SDR-35 PVC (GRAVITY) AND WATERMAIN=8"C-900 DR-18 2 "BLOWOFF REUSE WATERMAIN=2 1 /2 "SCH40 PVC 8"PLUG STORM SEWR=RCP (LABEL WITH 'V) N AND 2 BLOWOFF STA 2+ 10.30 C STREET "E" GRAPHIC SCALE STA 23+00.00 q STREET "D" 8"TEE & 8"G.V. 0 25 50 100 SEWER MANHOLE (TYP) FIRE HYDRANT (TYP) DOUBLE WATER rDEFLECT 8"WM TO PROVIDE 8 TEE & 8 G.V. SERVICE (TYP) 3' SEPERATION FROM INLET ( IN FEET ) 1 INCH= 50 FEET "=5' REMOVE EXIST PLUG AND 1 (VERTICAL) R ; ; • CONNECT TO EXIST. 2 1 /2" � REUSE MAIN t�Fj r7l SINGLE SEWER '..; . SERVICE (TYP) (1)8"45' BENDS �f' •'ems• .'•' a . (1)8"11 1 /2• BEND REMOVE EXIST PLUG AND N Lr) CONNECT TO EXIST. 8"WM (but not moreuthan fle) Lf) L0 �i- I PER TEMP. CONNECTION DETAIL before digging to find out Lf) where (electric, buried s,fities tellephone, cj .e: . Coble, water) are located. °C It's the Low! ^^� 2 "TEE & 2 "G. V. :x- ;;. j: ; ,. , , , .a; ;� m `O x °e .. 1-800-432-4770 ej ; x C , Po" ,a. ,, ;. •d ; .' :.. ,. 4.. i www.callounshine.com FP&L (305) 347-3g00 Sunshine State One Call of Florida,Inc. . p. SEPERATION (TYP.) SM-10 001-0 Cam' S�D , Y ":a.; 1i 70' MIN • o' NJ > r `• " SEPERATION (TYP.) may, r�.: x ,3: ..•}• .p.,._„]' a a•. Y�K a•. gyp; x^`e � a .e'•_..re _ VL "90' BEND STA 0+00.00 STREET "E" ►'� " "'A " STA 12+79.65 STREET "D" 4F In I � V_ d (0 O / �; 0 • r 22'TEE & 2j"G.V. $.. Z Q) f 4-FIRE LINE W ~ • — — - SINGLE WATER 4"x8'TEE (TYP� SERVICE (TYP) "RM DEFLECT 2 1 /2 TO PROVIDE DEFLECT 4"F TO PROVIDE 3' SEPERATION FROM INLET 18 "'SEPERATION FROM REUSE KEY MAP 1 "=300' STREET "E" 145 3 i i i i 3 i 3 I I I i i ' ' � ' ' � � , 3 : ' 3 � i : 3 145 3? I =L4I W �� �� I LO 3 3j + 140 In ; 1Cn j ': f , � •+Y �f i �! j Imo• � ' r6L 3 � N ' � i i ? ' 3In j I i Ni' i �iil i 3 3 3 3 3 i J�J 1 3 co CIO r 135 i i 3 i �� .i CN t¢- N tQ- j �- N CN i ? ; I i 3 i I 135 I t/5 r— •— I to .— I N ' 3 I W �+i• W 130 I I i i i I I i i l i i i I 130 3 i i i ' i � j i i i : 3 • i 125 i i i i � i i I i 3 i 3 1 1 I I EXI I PROPOSE GRADE T. GRADE. i I 125 ' � ; � i3 3I ' � �,,,.,.• -"' y.^ ; i ""^�,...,.... .•....•....... ,w-.. V •... � i 1 i � i I py 0.50/O � � 0.5V� i j7. � i 0.509a I •,...,,. i i i I i 3. 120 i i i � I 3 120 I� "_ CL 3 i 3 o v o 2 1/2R EFLECT UNDER o ►� t� 8W 18 MIiV SEP. '2 1/2R DEFECT UNDER DEFLECT 81Y L71�0'�R STORM 3 I I 3 r� U SW 8W 18"MIN SEP. I PROVIDE 2QLF 8"DR-44 3 I I I 2 1 /2R 8 i 3 4F W n 18D I UNDER CROSSING, 6" i 3 i 0 ! MIN. SEP. i i -6 ,3 i VSWT=115.00 i B-5 3 I 115 1 ; I i WSWT=115.Ob' 3 i - i - 115 I 3 3 i 21OLF 8 �4LF SS ®0 44% XIST I I i PVC 3 i I ! I 1 2 : LF 8s ®0.32 (' 4% I STA+ 18.22, 69.0'R i i i 1 110 1 I i 3 I SM-10 + DEFLEryT FIRE LINE 'UNDER M_3 - L1 EXISt MANHOLE I i i i INV i 1.10E ': I q 3 i I RIM=120 $8 ; i INV=1 13.;35 W I IM=120.38 I i i 3 j iNV=112.58 3 110 3 INV=113.145 N& S INV=112.68 L& N j I i I SM-1 3 3 i 3 i i i 3 ' _ i _ 4+185.69, 0.58R 4+88. S8, 63.31 L 3 i I I ] 3 I '•. RIM=122.30 I RIM=122.0 I 3 105 ' I INV=111.70 INV=1 1.32 N _ - I 105 3 ; I 3 REMO EXIST. CL NOUT E 3 I i j I ! AND C NSTRUCT S -1 I II j 100 3 i i i ? g333 PROFILE ALONG STREET E)) i i di : 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 MARC STEHLI, P.E. DATE FLA. REGISTRATION N0. 52781 ri T F z 0 w w - � � VI O O — U 0 > F F w 5 5 Er w w 0_ 0_ ©e 00 0— W Z a- O_i M o ONG)O N 00 �3 a o ;t, I r` a00 O Q ai 04 "m � 0 z > -°v o E Cn Z � LL_ 0 - • • O 01 C:00 rn S 0 ern¢ a� �No- WW z viL° E C:� Z • to '— c 0 3 w CL cD � ggg o o OES 9wv cHA 19 PROJECT / FILE NO. 50-66001 DRAWING NO. PP10-13 DATE DRAWN: O OF 6-3-04 3F3 STA 7+00.00 C STREET "D„ 2'fiEE & G.V. STA 33+04.90 STREET "B" 5 24 23 SEWER MANHOLE (TYP) 22 5' 8'TEE & G.V. 8 G.Va 8 "-22J'BEND 135 120 M') .` 311 110 a 105 3 0 �11 5-1 2, DEFLECT 8VM 26 lwynagol 84 s� 4"FIRE LINE W 4 "x8'TEE S5 p 86 , �• 87, (2)8 "-22�*BEND o o W t mP cr t 2"TEE & G.V. SINGLE SEWER SERVICE (TYP) yfie6 ballpjj s t - eS SM- i tl 87EE & G.V. PIPE LEGEND SANITARY SEWER=8 "SDR-35 PVC (GRAVITY) WATERMAIN=8"C-900 DR-18 REUSE WATERMAIN=2 1/2"SCH40 PVC STORM SEWR=RCP (LABEL WITH "D") END 21R,STA 14+06.34 INSTALL 2 "B.O. (2)8'TEE & G END PAVEMENT STA. 13+97.47 Q; STREET"D" 211'TEE & G.V. r 44 45 V46 1 47l s';. � � ,,:i�*•,� as •is - , 3 • - J�iSM-9 rrT_fNJ / J,�----••�......... 67 48 66 49 p STREET » D » FIRE HYDRANT TA 12+79.82 C STREET "D" ASSEMBLY (TYP) STA 0+00.00 STREET "E" v~i o I raj ' i 0o I ........_... 3 cp+r! Q� nd r' I ; ^00 OOe} '^N 1 1 ; O o �- I ! o `� ++ o 0 1 iQ- N PROPED MQo �� i ' I c^ "N 04 (� GRAD. 9XISTa GRADE ¢> a W 0.50% W 0.50% vi W ns W 0.50% CL W I 0.509 i 3 i �' i� 2 1 2R DEFLECT UNDER I W� DEFLECT FIRE LINE U DER � 1 _ > �� STORM ACID REUSE i 18W 18 MIN IEP.mo� � » v 18D18 MIN. EPERATION TY'. q2.1112R 4F 2 112R _7 � 4F M(SWT=114.50� SW I 282 18 MIN 18 ') 7LF 8, ® .32% _I OL ; 0O 4OLF-8 9R-14 ' 2 OVER STORM 6'MIN S P. WT=112.00 114 DEFLECT FIRE LINE UNDER 9I 3 3 ; SM-11 1 ism- 10 I pp p SM-13 1 REUSE :8"MIN. SEPERATION TYP. I 12+79.82 ; +80.57 RIM=10.47 'RIM=120.88 3 7+00,3+04.90 RIM=120.59 INV=11 #.00 S RIM=12b.04 3 INV=114.50 S � INV=1 1 �F.10 N INV=1 1.50 S � INV=1 13.45 1�1&S 3 IIV;V=1145.60 N 3 INV=1 1 ?1.10 E 1 INV=11 6. 60 E 3 I (PROFILE ALONG STREET "D" 7+00 s+oo s+oo io+oo ii+oo 12+00 iftel Ono, r -END 8W,STA 13+90.00 INSTALL 2 "B. 0. -- DEFECT FIRE LINE UNDER STORM AND REU E 18"MIN. SEPERATI N TYP. 24D SM-9 13+79.82 RIM=120.09 1 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH=50 FEET 1"=5' (VERTICAL) ■tZ�� sommoma mmmmlmslim� 87EE & G.V. PIPE LEGEND SANITARY SEWER=8 "SDR-35 PVC (GRAVITY) WATERMAIN=8"C-900 DR-18 REUSE WATERMAIN=2 1/2"SCH40 PVC STORM SEWR=RCP (LABEL WITH "D") END 21R,STA 14+06.34 INSTALL 2 "B.O. (2)8'TEE & G END PAVEMENT STA. 13+97.47 Q; STREET"D" 211'TEE & G.V. r 44 45 V46 1 47l s';. � � ,,:i�*•,� as •is - , 3 • - J�iSM-9 rrT_fNJ / J,�----••�......... 67 48 66 49 p STREET » D » FIRE HYDRANT TA 12+79.82 C STREET "D" ASSEMBLY (TYP) STA 0+00.00 STREET "E" v~i o I raj ' i 0o I ........_... 3 cp+r! Q� nd r' I ; ^00 OOe} '^N 1 1 ; O o �- I ! o `� ++ o 0 1 iQ- N PROPED MQo �� i ' I c^ "N 04 (� GRAD. 9XISTa GRADE ¢> a W 0.50% W 0.50% vi W ns W 0.50% CL W I 0.509 i 3 i �' i� 2 1 2R DEFLECT UNDER I W� DEFLECT FIRE LINE U DER � 1 _ > �� STORM ACID REUSE i 18W 18 MIN IEP.mo� � » v 18D18 MIN. EPERATION TY'. q2.1112R 4F 2 112R _7 � 4F M(SWT=114.50� SW I 282 18 MIN 18 ') 7LF 8, ® .32% _I OL ; 0O 4OLF-8 9R-14 ' 2 OVER STORM 6'MIN S P. WT=112.00 114 DEFLECT FIRE LINE UNDER 9I 3 3 ; SM-11 1 ism- 10 I pp p SM-13 1 REUSE :8"MIN. SEPERATION TYP. I 12+79.82 ; +80.57 RIM=10.47 'RIM=120.88 3 7+00,3+04.90 RIM=120.59 INV=11 #.00 S RIM=12b.04 3 INV=114.50 S � INV=1 1 �F.10 N INV=1 1.50 S � INV=1 13.45 1�1&S 3 IIV;V=1145.60 N 3 INV=1 1 ?1.10 E 1 INV=11 6. 60 E 3 I (PROFILE ALONG STREET "D" 7+00 s+oo s+oo io+oo ii+oo 12+00 iftel Ono, r -END 8W,STA 13+90.00 INSTALL 2 "B. 0. -- DEFECT FIRE LINE UNDER STORM AND REU E 18"MIN. SEPERATI N TYP. 24D SM-9 13+79.82 RIM=120.09 1 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 INCH=50 FEET 1"=5' (VERTICAL) ■tZ�� sommoma mmmmlmslim� En z ~ ~ w w o 0 0 - w C� U Of w w a 12 N � N � CL U Z CL(/O_�) co m o V cn NCNN�O N o0 120 Qo wo I t\ *5 � . J oar 604 U Q =3 X c wjp~ acio a� 115 ® �Zw No ��Z 00Emo6 - rn • • c '0 rn +� v °o a� ccnWn�S WWW O�-NOVi r n.� Q 110 q LU CL co �'vU 3 ImImqg popZ �or rlr 1, %I �, V1 105 �� o N a Q 114 / �� OES OiNV. CHK. / FILE NO. WPROJECT 50-66001 W DRAWING NO. PP10-13 MARC STEHLI, P.E. DATE DATE DRAWN: OF FLA. REGISTRATION NO. 52781 6-3-4 SH. 38, 8 "45'BEND V SINGLE SEWER------ SERVICE (TYP) V O DOUBLE WATER SERVICE (TYP) STA 17+00.00 C STREET "C" STA 1 1 +04.92 STREET "D" 8 "TEE & G.V. —M SINGLE WATER ----DO SERVICE (TYP) r 125 311110 a 105 3 E 0 0 0 9 a.fy 'a`�..t•t 4"FIRE LINE W/ 4 x8 "TEE (TYP) STA 20+24.37 STREET "C" N�>� e •e�",e k.i�• C . d•. ea •. O a • teas ti•: \4 '•O �'b'�':'�. A W 00 lJV �L Li p N3 T_ 6'CLF FIRE HYDRANT ASSEM. TYP. STREET "C" ; ; 3 3 1 i • i .. i I U 0]UI i ; 3 n .-.- CN Lo QQN QN 3 QN � 333 ��W aW � 3 I ; P •OPOSED GRA®E I I EXIST. GRADE 10.50% a ^^ 1 � � r 2 112R 8W 114.50' SM'11 17+00,1 1 +04.92' INV=114.0 S INV1114.10 N &I E 'T FIRE LINE UNDER — 18"MIN. SEPERATION TYP n 00 �i- N rC°7 N Lo N a- Q. W 0 U4 N z w -8'TEE AND (2) 8 "G.V. D14 I GRAPHIC SCALE "T 0 25 50 100 `, ...... 2 "B. 0. "t ( IN FEET PROPOSED ) — SED SECONDARY 'i 1 INCH= 50 FEET ENTRANCE TO BE CONSTRUCTED 1"=5' (VERTICAL) UPON COMPLETION OF TRACT "K" FUTURE ROAD PIPE LEGEND SANITARY SEWER=8"SDR-35 PVC (GRAVITY) WATERMAIN=8"C-900 DR-18 REUSE WATERMAIN=2 1 /2 "SCH40 PVC STORM SEWR=RCP (LABEL WITH 'V) _ B-11 ; — WStWT=1 13.00' SM-15 20+25.48— .51 R,36+47. 3-1.17L INV=115.141 W INV=1 15.241 N STREET "C' 21+00 TIE Tq EXIST. GRADr I� EL. 1 17.2, STA 1 +67.27 1 "=300' rn z z z o w w _ N 0 0 — U U � w U U � Ww a- a a o o y O LAM- 145 140 135 130 125 Cm Z 00 m A C'�(pyy o r S' U Vi NN�O 120 I-VQo cn mQ CLCL NcJ 10 oc 'C°o EZ00__vp115 0o W=z S mN�WWO allo-E CD • ,- c p 3 110 WIC') f�� . Cs w : Z 105 N cn MARC STE LI, P.E. DATE FLA. REGISTRATION NO. 52781 G7 p p All, r OE.S PROJECT / FILE NO. 50-66001 DRAWING NO, PP10-13 DATE DRAWN: 6-3-04 s1 OF (2)22j- BENE STA 23+00.00 C STREE STA 2+10.30 T STREET I m j I I I - III I, I III I I I , I � I I I 7IRE LINE W1 8 "'FEE (TYP) STA 36+47.13 STREET 78- STA 20+24.32 STREET -D- 3END & G. V. f2 f2 Z z z 0 uj uj in 0 0 - C.) > Lu W- Ix EE LLJ LLI rL 0- 00 LN - PIPE LEGEND SANITARY SEWI"SDR-35 PVC (GRAVITY) WATERMAIN=8"C-900 DR-18 REUSE WATERMAIN=2 112"SCH40 PVC STORM SEWR=RCP (LABEL WITH GRAPHIC SCALE 0 25 50 100 IN FEET I INCH= 50 FEET 1"=5' (VERTICAL) Po wwI -135 135' P5 Lo Lo (n Ln l LuQr_ cs 0 r= N V) CN n V) Qz m 130 + + + + 130 , Lr to to Lf) 00 Lo 0 0 + Lf) + Ix + g 00 C) I IN C14 Q + n 00 is CN CN n i 1 c6 cn (f) (36 IR, CN CL. EL 125 125 b5: CL -i NO CL - uj a- uji < co 00 ... ... CL . ... ....... ... . - - - - - - - - - - - - - - - - - - - - - - rl- CL P-P0P6SED GRADE EXIST. GRADE 0.50Z ac') ow 0.51% !Z j - 120 a3 �c o °' 0.52% Q- - -,s: ui w w (A coo 0 120- _U5A., 2 112R 6EFLECT UND CL -�OLF 8"DR- 8 18 "MIN SE P. EP. JQ coO?�- u 64 14 TR.OVER STORM cj -8"DR-� 6% "MIN SEP. 121 LF 8S @ 0.3 20LF CTR.OVER StO B-4 p 08 W E LLJ 2 112R WSWT='i 16.50-V 6 "MIN SEP. 21 QF 18S 0 U.15 ds a o.,32 < - N o 0 o 8 W 0 115 E oo 0 i lit 00:5 m co :3 A 1 00 c 8S CK0 5. < 00 L 1 BDO 0 115 18D 0 0) C-4 4- 13-3 18D rWT= 113.00 40LF-8"DR-14 uj 0 WSWT= 116.50' v E STORM 30+50.74 SM-8 sm- 13 CTR.OVER \-Sm- 16 SM- 15 SM 14 41 r N SM-4 -C:) L 6 "MIN SEP. RIM= 19 54 32+60.02 33+04.90 34+2Z45 34+8 .16 36+47. 13 181J 0 n ?6+69.59 B-2 +10.30 24+92.49 1 SM-6 i 23+00.00,2 3 RIM= 120.27 1 18, 2491 INV=1115.*j8 SW RIM= 1 20.04i '6 RIM= 119.69 RIM= 118.12 28+6,5,74 11 1 WSWT= 112. 00 Q. RIM= 20.34 RIM= 120.5, CL RIMS 12D.38 11 J. 43 SE Rik I= 120 110 INV=1-1 3.95 /NVr= 116.03 INV= .15.76 INV= 115. 14 W E RIM=1 18.83 INV /NV=77b.2/ W INV= 7 7 b.bu s INV= 113.29 S L INV= 115.60 E INV= 115.24 N 110 fVV= 114.05 INV= 114.58 S DEFLECT FIRE LINE UNDER mmi INV=4112.68 E& iIIIIi INV= 1 13.3q N 40LF-48"DR-14 INV= 114.68 N STORM, SANITARY SEWER, JAND DEFLECT ORE LINE UNDER CTR.OVER STORM REUSE 18"Mi J. SEPERATION TYP. -01 STORM SANITARY SEWER, AND 6"MIN I SEP. cn p :2 3 E REUSE 1IN. SEPERATION TYP. a_ 105 �?,o cn 105 en E acs qw. CIHI'ir PROJECT FILE NO.. PROFILE ALONG CL STREET B 0 0- 6001 DRAWING NO. �R , \111DO_ D 8 zAl- i 04 4 - 90 20-041 7 7 't)-bU S 1 1 5.60 C LD 0 PP1 0-13 30+0 31+00 32+00 33+00 34+00 OF 29+00 0 35+00 36+ DATE DRAWN: x 23+00 24+00 25+00 26+00 27+00 28+00 MARC STEHLI, P.E. DATE 13 5/4/04 SH. FLA. REGISTRATION NO. 52781 3 S tSOD SIDEWALK SOD LOOSE SOIL PLACED BY RPENITS O SHOVEL AND LIGHTLY -- -- PLAN COMPACTED ALONG UPSTREAM APRON DITCH ® EDGE OF BALES. ter•^- DITCH ANCHOR BALES CURB GOITER WITH 2 - 2" X 2" X 4 CURB de GUTTER STAKES PER SALE. RAIL POST PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET 1' MIN. RECOMMENDED ANCHOR BALES WITH 2 - 2' X 2' X 4' STAKES PER BALE. ELEVATION PROTECTION AROUND INLETS OR SIMILAR STRUCTURES SPACING: BALE BARRIERS FOR PAVED DICHES SHOULD BE SPACED IN ACCORDANCE WiTH CHART Z SHEET 1 OF 3, INDEX NO. 102 TYPE A OR a FENCE BARRIER FOR PAVED DITCH NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER.WOVEN FILTER FABRIC IN ABSENCE OF LOOSE SOIL PLACED BY SHOVEL AND ESTABSECURESHED EDGES BYSENTTRENCHING AND12'). LIGHTLY COMPACTED ALONG UPSTREAM EXTEND UNDER BAGS AND BALES. FACE OF BALES. FABRIC SHALL NEE? THE REQUIREMENTS SAND BAGS OF SECTION 985 OF THE STANDARD I BALES BACKED BY FENCE SPECIFICATIONS. COST FO FABIC TO BE INCLUDED IN THE CONTRACT UNIT W MIN. PRICE FOR BALED HAY OR STRAW, TN. . ... . ..... . . .. LIMITS OF CONSTRUCTION 50' ON CENTERS (TYP.) • •� LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY LOOSE SOIL PLACED BY SHOVEL AND SOD AS REQUIRED COMPACTED ALONG THE UPSTREAM EDGE LIGHTLY COMPACTED ALONG THE -- -)+�_ -- SILT BARRIER PLAN OF BALES. UPSTREAM EDGE OF 8A1.ES. _ _ PLAN ANCHOR BALES 50' MAX. 50' MAX. 1 With 2 - 2" x 2" x V PLAN STAKES PER BALE OVERLAP ENDS RAIL POST41 -} 4_ FILL SLOPE 115 _SOD _DITCH M INLET 1' MIN. RECOMMENDED E MEDIAN DITCH ELEVATION 1' MIN. RECOMMENDED 5'' 10' - SILT BARRIER TO BE USED AT SELECTED SITES WHERE THE NATURAL 5' ANCHOR BALES WITH 2 - 2' x 2' x 4' STAKES PER BALE 50 MAX. DITCH GROUND SLOPES TOWARD THE TOE OF SLOPE ANCHOR LOWER BALES WiTH 2 - 2 ' x 2' x 4' STAKES PER BALE ANCHOR TOP SALES TO LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. ELEVATION Crass oral^- -► , ELEVATION y APPLICATION AND SPACING: THE USE OF TYPES I & z BALE BARRIERS SHOULD BE LIMITED TO THE CONDITIONS OUTLINED IN CHART L SHEET 1 OF 3, INOE C NO. 102 50' MAX. 50' MAX. SILT BARRIER • FLOW TYPE I ENDWALL BALES TO BUTT TYPE IC ANCHOR BALES WiTH PLAN LOOSE SOIL PLACED BY SHOVEL BARRIER FOR UNPAVED DITCHES OMITS OF CONSTRUCTION 2 - 2" X 2' X 4' 6' MIN. AND LIGHTLY COMPACTED ALONG STAKES PER BALE THE UPSTREAM EDGE OF BALES. FILL SLOPE DITCH INSTALLATIONS AT DRAINAGE STRUCTURES ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE 20'MIN _ Q 10'MIN 10'MIN� BARRIERS FOR FILL SLOPES BALED HAY OR STRAW BARRIER AND SILT FENCES FF 5•M/N FF TOP OF SIGN TO SLOPE AS MATCH TOP OF �� NEEDED SWALE i POST. SEE PLAN GRADES SECTION-1 ° SECTION-2 o REF. SHTS 7-8 N.T.S. GALV. ° REF. SHTS 7-8 N.T.S. SIGN POST 0 C PARKING SPACE 0 0 0 N ._D c SIDE VIEW 24" 16' PLAN 7'to 1V (2) 3/4 ' HOLES I •','„'�' Z N EDGE OF 1_J 2 PAVEMENT PAVEMENT LBO CONC. BASE SECTION Al (2) NO. 5 X 5' " (2) NO. 5 x 2'-0' SIGNAGE TO CONFORM TO REQUIRED FLORIDA DEPARTMENT OF CROSS SECTION TRANSPORTATION SPECIFICATIONS. PARKING BUMPER DETAIL STOP SIGN DETAIL N.T.S. N.T.S. -.._ .. LD 2' VALLEY GUTTER N.T.S. DIMENSIONS & QUANTITIES D X A B C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quad Pipe Standard Weight Pipe Extra Strong Pipe Single Pipe Double Pipe Triple Pipe Quad Pipe Single Pie Double Pipe Triple Pipe Quad Pipe 15' 1 2'-7' 1 2.27' 4.09' 626, 4.D3' 8' 1.22' 4.63' 721' 9.79' 12.37' 1.19, 0.7E 1.16 1.54 1.94 8 10 11 12 18' 2-10' 238 5.12 7.48' 5.03' 9' 1.41' 4.92 7.75' Tom' 13.42 L21 0.85 128 1.71 2.17 9 10 12 13 24" 3'-5' 2.53' 7.18' A 911' ' A 11' 1.73' 5.50' 8.22' 1233' 15.75' 125 1.02 1.58 2.15 2.75 10 12 13 15 30" 4'-3' 270' 9.25' 11.95' 9 03' 2.00' 6.08' 10,33' 14.58' 18.83' 129' 2 1 2 123 1.9E 2 3.50 12 14 15 17 36" 5'-1' 2.87' 11.310 14.18' 11.D317 15' 224' 6.67' 11.75' 1&BY 21.92' 133 21 2 1.40 2.3E 1 3,33 4.24 1 13 15 17 20 42 6'-0 3.05 _ 13 37 18.42 13 D3' 17 245 725 13.25 19.25' 2525 1 38 2 1 2 3 1 2 1.80 2.83 4.04 5.26 14 17 19 22 48" S. 322' 15 43' 18 65' 15 03' 19' 265' 7 83' 145E 21.33' 28.08' 1.42 2 / 2 3 1 2 1 b1 328 4 70 6.14 15 1 B 21 24 54' 7'-8' 3 39' 17.49' 1 20.88 17.D3' 21' 1 ZJi3' 1 8r12 16,08 23.75' 31 AT 1.46 3 2.03 3.7E 1 5.54 1 728 1 17 20 23 27 19.557 1 23.11' 1 19.03 23 1 3.00 9.00' 1 17S 26,00' 1 34.50 1.50 3 4' 2.2E 1 4.36 1 5.43 1 8.50 1 i B 22 25 29 A 6.42' A 6.26 Dimensions permitted to allow use of W standard pipe lerrpihs. O 10.40' O 10,10' Dimensions permitted to allow use of 12' standard pipe langths. A O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. CONSTRUCTISOD BL�/ELED OR ROUND CORNERSN PERMITTED /- ON JOMIS CONCRETE SLAB, 3" THICK, 0 REINFORCED WiTH WWF 6X6-WI.4XWI.4 iV TOP VIEW -SINGLE PIPE 2' SOD �S nDRCh �Or'neet And A B of C F A O GRATES SPACED r•.,,. , „ 14" C. TO C. 3` CONCRETE CONNECTOR PIPE J SADDLE 2' NOT LESS THAN % NO PIPE POINT PERMITTED t UNLESS APPROVED BE THE ENGINEER F (IPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) SECTION MITERED END SECTION N.T.S. 50D ,,,�-SodBeveled Or Round Comore `m Grate � .+ •s _ A Concrete Slab, 3" Thick, Reinforced WI WWF 6x6-W1.4xWi.4 CONSTRUCTION JOINTS PERMITTED 1' See Sheets 5 and B for details DITCH GRADE and general notes. 6" For Pipes 13' And U:1 For Pipes 2V And 3' u'J 2' SOD Larger. 2'PPR OR J �I IV b� sf' 0 elm s Igr Qtnr Fad t� Nob &) �d 4 ... BSA V-r >f'DIanY we ea■ of (sw ow. 2 o ) SECTION AA SECTION 00 MONIMMERY AVE BY OTHERS R/W 5' UTIL. 6' 2' ESMT. SOD MATCH - EXIST. GRADE GENERAL NOTES 1. The finished grade and elope of the Inlet tops are to conform with the 9ntshed cross slope and grade of the proposed sidewalk and/or parkway. 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and. and, where necessary, modify the Inlet details accordingly. Bend steel when necessary. �� hO rl Did 3. All reinforcing steel shall have 1}' minimum cover unless otherwise shown. Inlet tape shall , _ self.^ Or gyv i be either c®t-in-place or places concretes COORDINATE 11' 11' Q d ~ • s' era, P A 4. PIT 3tfnIT of this inlet top will be permitted Precast units shall conform to the dimensions LOCAl10N POINT 2• �' 2 1 2• / n Y rap saan,s A • shown or in accordance with approved shop drawinges Request for shop drawing approval 3•_0• Fq r e• shall be directed to the State Drainage Engill _ autlr 8 a' or s' 8 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.SI.) may be used In lieu y�T 0 _ o M of doss - concrete for preoost unit manufactured In plants "filch are under the Standard , ,cp - - Operating Procedure, for the inspection of precast drainage products. r� o o ( o to 6 The corner filets shown for rectangular throats are necessary only when throats are to be y I ''a I I used to conjunction with circular inlet bottoms or when used an skew with reatangulor 2Y. 2'-Cr 2%k" o 11, Q L_P Inlet boxes. M o o b• s'-tf A 7. For Inlet bottoms son index No. 2DO. • s• cam "I _ 8. These Inlet tope are designed for use with standard curb and gutter Type E and Types F. I �t I • � 4 0 6' ctra TOP VIEW Locate outside of pedestrian crosswalk where practical 9. See Index 201 for supplemental dstal ° i7 - 'N 12 1/2" A Un Tull Of 10. All Steel used for theme and cover shall most the requirements of ASTM A-36. ;• . e'' ' .. 1 1/ 2' FL or b 11. ENher east iron coven or steel covers may be used Iran covers shall be Class No. 30 tor' costings In accordance with AM A-48. PLAN CAST IRON GRATE 12 When Alternate "W Cover to specified In plans either the coat iron cover USE USF r18210 OR EQUIVALENT and gdvanized steel frame or the the gahlonind steel cover and frame must APPROX.WEIGHT: 485 LBS. be used. Covers are to be grouted In accordance with the grouting detall 31 - �� Y-d cues. shown on sheet 2 of 2, In lieu of tack welding. SECTION 88 13. Inlet to be paid for under the contract unit price for Inlets (Curb)..(Type ), 2'-D" (0d, bId Tap Tan• a RflM.MW won LWt WM INLET TYPE 5 Each. - 2"X2" ANGLE IRON WHEN 4 Tav ass GRATE- O INLET IS IN PAVED AREA Nan a ear. or cam eve 4 Ill eve • BOLT ANGLE IRON SEE FDOT INDEX 2D1 IRON WITH ANCHOR tilill TOP MODIFICATION FOR TYPE E CURB C BARS O 12' CTRS 20' -PROVIDE TYPE "F" CURB PER PLAN 4% -2'VALLEY GUTTER(TYP) SKETCHS SHOWING FRAME SEAT AND THROAT RECESS CURB INLETS TYPE 5 & 6 SLOPE PER PLAN III SWALE BE WEEK SLOGS C. SEE SECTION-1 SECTION-3 REF. SHTS 7-8 N.T.S. 70' R/W 16" MEDIAN TYPE"A" CURB TYP. 80. SLOPE TO PLAN GRADE 16", 24' ROW SLOPE PER PLAN MIN. 1-1/2"FDOT TYPE S-3 FASPH CONC (TYP) 6'BRICK- 12" (TYP Z12" THICK STABILIZED SUBGRADE (TYP) WALL Z6-LIMEROCK BASE, 98% MAX CONC, SIDEWALK 12" STABILIZED SUBGRADE, 98% MAX DENSITY ONE SIDE ONLY (TYP) TYPICAL STREET SECTION-5 REF. SHTS 7-8 N.T.S. R.O.W 2' VARIES 5' VARIES - 20' MIN. SIDEWALK Construction Joints Perrnitte GARAGE F.F. ELEV. VARIES SLOVF- 2% SLOPETr SLOPE •.., •.:. _ .��: �� ,.,;.�.••,.�:!,Q'' : f IT Nei .. .._... _ �•'''S-, . ,e•'+,T-,,- I_.I L-I ( I -I .-! 1 'j•„', L-6" SIDEWALK THRU DRIVEWAYS ° I BY BUILDING CONTRACTOR DRIVE BY BUILDING CONTRACTOR 2' CURB & GUTTER TYPICAL DRIVEWAY CROSS SECTION N.T.S 4'-4- NOTE, SIBEVALI( TO BE 6' THICK UNDER DRIVEWAYS, TYPICAL SIDEWALK SECTION N.T.S. 2' , © ■■■■"■■■■ �• � i � a-: ' err ■o� '1�,11MMOM ' t,'. . ' oar .•',• r or ■■ „■,.■ . IMEN12000 NMI . µ T o.r GALVANIZED FLANGEDD Fill 18' �� 0 LA: PLAN CHANNEL POST 2 Z M 4'-4" nil(ISfN A489. CW1DE 60 OR NOTES: av rlil 5 3/4 3,-0" 5 3/4' /STAR A576 GRADE 1080 LEGEND & BORDER ® BLOCK ODNTRACMR SHALL BACKGROUND - WHITE Lci COORDINATE SON WHITE WHEELCHAIR SYMBOL PDIFORMAMON ER IMAM TO FINES 2'-0 ON OWE BACKGROUND (PER FIA. STATUTE 316.1995 (4)) JURISDICTION NOTES DISABLED PARIO G 1. ALL LETTERS ARE 1' SERIES W. PER M.UJ.&D_ SDEWALK 2 TOP PORTION OF SIGN SHALL HAVE REFLECTORRED ENGINEERING GRADE) BLUE EIAQ(GROUND WDH WHITE PEFLDCTOR® LEGEND AND BORDER. FRONT VI SDE V!Dy 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECiORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. REFER TO F.D.O.T. INDEX NO. TIMES FOR 4. ONE (1) SIGN B REQUIRED FOR EACH PMING SPACE. CONNECTION OF SIGN PANEL TO POST 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C,D.). DISABLED PARKING SIGN AND WHEELCHAIR SYMBOL DEIAIL N.T.S J r GRATE • a 2" CL. EYE BOLTS 1 SEE INDEX 201 N -" T_#4 BARS SECTION 0 12' CTRS. RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL-24" PIPE 4'-6" WALL-42" PIPE F.D.O.T. TYPE E INLET FDOT INDEX NO. 232 N.T.S. RECOMMENDED MAXIMUM PIPE SIZE: 2'-0" WALL - 18' PIPE 3'-l" WALL - 24 PIPE NOTE FOR PRECAST STRUCTURES WALL THICKNESS CAN BE 6" MIN. ALL INLETS SHALL MEET THE REQUIREMENTS OF AN H-20 WHEEL LOAD IN PAVED AREAS F.D.O.T. JYPE C INLET FOOT INDEX NM 232 N.T.S. LOCATION POINT 3'-0. 3'-0" to " Z °° ° : ♦ : • .,: V2*'.-O' y 0 2%4 2 s" 18' Ld N °•. ♦ s I . M15 - > .F 8 I 6* d• 4... a • M w U Of TIC PLAN TOP SLAB -PLAN 3'-0' N • 2._0. CAST IRON GRATE & FRAME a�D USE USF #5112.6143 OR EQUIVALENT • APPROX. WEIGHT. 300 LBS. z N L_ e; T 011 Vl 2'CL • BOLT SEE FOOT INDEX 201 roJ. P BARS SECTION O 12" CTRS. RECOMMENDED MAXIMUM PIPE SIZE: 2'-W WALL - 18" PIPE T-l' WALL - 24' PIPE NOTE FOR PRECAST STRUCTURES WALL THICKNESS CAN BE 6' MIN. ALL INLETS SHALL MEET THE REQUIREMENTS OF AN H-20 WHEEL LOAD IN PAVED AREAS MODIFIED F.D.O.T. TYPE C INLET FOOT INDEX NO. 232 N.T.S. R/W 40' R/W R/W 4A 5' UTIL. 6' 1 2' 12' 12' 2' 6' 5' UTIL. ESMT. SOD PROVIDE TYPE "F" SOD ESMT. CURB PER PLAN MIN. 1-1/2 FDOT TYPE S-3 2-VALLEY GUTTER(TYP) ASPH CONC (TYP) I ( PROVIDE TYPE "F" 2% 4% 2% 2% 4% 12" (TYP) -- 12" (TYP) 12" THICK STABILIZED SUBGRADE (TY Q 6 LIMEROCK BASE, 98% MAX -CONC. SIDEWALK 12" STABILIZED SUBGRADE, 98% MAX DENSITY ONE SIDE ONLY (TYP) (1) �w TYPICAL STREET SEC11ON-4 REF. SHTS 7-8 N.T.S. N 16' r. m 2' 6' 5' UTIL. SOD ESMT. J C31 PROVIDE TYPE "F" CURB PER PLAN 12" (TYP)-1 61 WALL 4'-4"--- 4'-4" d° a 0 s O_ Ln ^ I in in .t tr.l in 01 N , ifl N 31 8" to El so o TOP SLAB -PLAN 60 ZZ PLAN xu: " z M 5 3/4 5 3/4"CAST IRON GRATE & FRAME Ln N MO USE USF 112 6143 OR EQUIVALENT APPROX. RIGHT( 300 LSS. _ I EYE BOLTS SEE INDEX 201 N -• �• 44 BARS SECTION ® 12' CTRS. RECOMMENDED MAXIMUM PIPE SIZE: 3'-O" WALL-24" PIPE 4'-6" WALL-42" PIPE MODIFIED F.D.O.T. TYPE E INLET FOOT INDEX NO. 232 N.T.S. Some 7" Adjace lope Pavem tent 'R Joint Seal T. -L J'Exp. Joint And �� Concrete Pavement Preformed Joint Filler For details deplctinq usage adjacent to flexible pavement, on diagram right Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal are required between curbs and concrete pavement only, see diagram right F.D.O.T. TYPE "A" CURB N.T.S. v® 0 0 TYPE "F" CURB AND GUTTER N.T.S. W MN A RESBtVED PARING SNBVAGE Lq SPEQFlCAt10 ell N 61 61 M SYMBOL SARIONS 12' MIN 12' MN q NOTES, 1. SUCH PARKING SPACE SHALL BE CONSPICUOUSLY DUNNED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED R WttH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, OR THE CAPTION 'PARKING BY DISABLED Pf7rNIT ONL7' OR BEAtUNO BaiH SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED 13Y A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE %l LA_ SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED 4D BY THE DEPARTMENT OF TRANSPORTATION. 2. FL CENTER RECOMMENDS NE E AND HITS b SPACE WIOTII FROM CENTER OES OlYN CHI. TO CENTER 8[IWFfN BLUE AND WHITE STiaPES. PROJECT / FILE NO. HANDICAP PARKING STRIPING 50- 66001 FOR MULTIPLE SPACES DRAWING NO. DTPGD-14 MARC STEHLI, P.E. DATE DATEDRAWN: A OF FLA. REGISTRATION NO. 52781 6-3-04 SH. '�• 38, I IT TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN.) FINISHED GRADE SEE NOTE 8) 04 "SEE NOTE 4;'' %//� w in .. COMMON FILL i PIPE O.D.' N SELECT X COMMON \ o w in 15 w m z FILL UNDISTURBED r - w w /� EARTH/\ (SEE NOTE 3) \/ \•' /�� a m NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFlLL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL N.T.S. CORPORATION CURB STOP CORPORATION STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIP MARK WITH WOOD PAINTED BLUE & WITH LOT NUMBERS zn U-BRANCH FITTING X13/4") CURB STOP 2 EA. POLYETHYLENE I POLYETHYLENE J TUBING (1" MIN.) TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX, AND WATER METER WATER METER, AND BACKFLOW (BY CITY) DEVICE (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS y TO METER BOX ASSEMBLY SADDLE / POLYETHYLENE TUBING 30 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS CROWN TRENCH IN TRENCH WIDTH VARIES UNIMPROVED AREAS W/ SIZE OF PIPE (3" MIN.) (SEE TYPE B 66EDDING AND TRENCHING DETAIL FOR OTHER FINISHED GRADE RESTORATION.) - . / J 04 muj `SEE , NOTE .4 f �_ w cn COMMON FILL ,( PIPE.O.D.. . N ^ 12" (TYP. z SELECT COMMON o SELECT COMMON FILL m z FILL - �lil�@y w w BEDDING ROCK ml�d a PIPE BEDDING (SEE NOTE e & 9 f UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D #4 BARS ALL 3" DIA. BRONZE (SEE NOTE 1) AROUND DISC ANCHORED IN CONC. PAD STAMP SIZE OF VALVE AS REQ'D. TYPE OF VALVE .'' SERVICE DIRECTION & NO. `I't ° OF TURNS TO OPEN : • '•' co • VALVE BOX '; iv AND COVER e; ' • �• .. •''.'' ;,' 2500 P.S.I. a CONCRETE MIN. - ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE ;• I I ;; BASE e. I I VALVE BOX 4" x 4" x 18" LONG AND COVER (MIN.) PRECAST POST (TYP-) WITH 3" DIAMETER BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTTTION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL N.T.S. CONCRETE THRUST BLOCK (TYP.) FINISHED GRADE 2" GATE VALVE 2" 900 BEN RESTRAINED JOINT DUCTILE IRON WATER MAIN TEE & WYE 45° & 22 f BEND RESTRAINED PIPE LENGTH (LINEAL FEET) PIPE SIZE TEE & WYE 90° BEND 45' BEND 22� BEND 11 k BEND 6 27 27 16 9 5 8 34 34 20 11 6 10 41 41 24 14 7 12 48 48 28 16 8 14 55 55 32 18 10 16 62 62 35 20 11 18 69 69 39 22 12 20 75 75 42 24 13 24 87 87 49 27 14 30 104 104 57 31 17 36 120 120 65 35 19 42 134 134 72 39 21 48 147 147 79 42 22 54 160 160 85 45 24 METALLIC LOCATING WIRE] /-EARLY WARNING TAPE FINISHED GRADE j- 1 " MAX. / - PVC WATER MAIN OR FORCE MAIN �1" MAX METALLIC LOCATING WIRE i i i NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. PVC PIPE LOCATING WIRE DETAIL N.T.S. DOUBLE METER BOX (18" x 24" MIN.) 2" NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 P.S.I.* SOIL DESIGNATION: 2000 PSF LAYING CONDITIONS: 3 * 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED JOINT DETAIL N.T.S. SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR FINISHED GRADE--\ I / ( UNPAVED AREAS ll (SEE DETAILS) ADJUSTABLE CAST IRON SEE NOTE 2 - VALVE BOX i BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE VALVEOR AON ND BEPIPE SHALWATER CENTERED ON MAIN OPERATING NUT 0**•o :o eo a;a g" eve o. o.o a •p.a•o �e a: o�a•ove o:e e 0o 0 no ape °oa a.p ove•- a.:- .:o oao o•o oo ±O.O^O °a ^e •O.p•O o0 a.. o.e p.e•o. ^p •a^° I.p•a.•.o°O:•p°^e. 6" 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL N.T.S. PRESSURE GAUGE 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY i 12" TO 30" - - o ABOVE 2" SCHD. 80 PVC. GRADE �'a-0•e°a;e°al.- .a. PRESSURE GAUG p a•e�a•e.a.. oae'ove'a.e�a.. e.p oe °o:o°o*e o:o a-e o"e•o•o°a.e•o o ale avo aee a*o a:o avo•a.p•O•o aep aee ovo aee apo p.p °ve •o.o•a 0 ove oe v°a voo 00000p oev°e6' 0. ava DOUBLE STRAP SADDLE ovo -0 a-- ovo o.o•ooe•o. 0 ava o.o p•p o.a p.e o.p°o vo a•p•o o 0-0a•o.e e a aI•a'.�p•) 2" CORP. STOP 2" 900 BEND EXISTING � 6" BEDDING ROCK WATER LINE rill _ - o o 1111-FLOW TAPPED CAP NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL N.T.S. SCH. 40 GALVANIZED PIPE AND FITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION N.T.S. " HOSEBIBB /ACUUM BREAKER 2" SCHD. 80 PVC 2" CORP. STOP iNEW WATER LINE 4' x 4' PRECAST ` • 11 -• AND COVER ACCESS• GROUT co PREMOLDED PLASTIC JOINT -FILLER : , VALVE 2( P.) (TYP.) 5" WALLS (MIN.) :.' 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT FOR FORCE 2" NIPPLE !� I MAIN OR WATER MAIN 2" GATE AS REQUIRED VALVE SEE NOTE 2 2" NIPPLE SERVICE SADDLE FITTINGS AND .e: ti-oso p• e:oa PER SPECIFICATION SECTION50.5.4 PIPE FOR ••,'c A.R.V. SHALL :. :: °a•e• •. `. :e .o o.; �,: p'a a BE BRASS ese o•oao•o.p•ovo•ova• a. a• ave •a.e Oep a.o .• - O• •a .p•o.p•o. 6,. a•p e .O.O.p e•a• •a. •O •a.o•a.w e•o°.o o.o•a.o a. o•a.o•g p e o a.o• op a'• BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING, HOSE NOZZLE 24" SQUARE OR ROUND AND 6" THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 -� 2-#4AT9" O.C. ALL AROUND COMPACTED ��j I BACKFlLL I I SEE NOTE 2 I A NOTES: 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. UURELMBIEVAIR AMAVALLE DETAIL N.T.S. HYDRANT OPERATING NUT AS REQ'D. -PUMPER NOZZLE FACING STREET - VALVE COLLAR (SEE DETAIL) T � J HYDRANT CHORING TEE "o•e"el;p• •o ovo a;p e• •o e•0.0•a. •a.o•a.e•a.e•O.e• •Ore•a• 6" BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION VALVEAND BOX DETAIL) .° °°�°,°� e:p ;.e.o°e� °° °°O"°ovo"n.o;p•o.p•°°. NOTES: °;:° o. °�,e: °°=°°° 1.THE DEVELOPER MAY ''°° p.� a.. •'o °•° a•°°°•� INSTALL INSTALL THE SHEAR PAD �p °0.•o0p.00 '"°'° °'° '°-°'° a•p a•• 7•e°O so •a ve°pep°. RECESSED UP TO 4" �•Ooe•aeo°^• • cO BELOW FINISHED GRADE vo °°' ° °' a oep avo p o-o AND SOD THE RECESSED •vo-aeo'oe �.e o.e a.a o.p o.e o.a a•a•p.a .aoap°,ep°aeepee•°,°,°,°°aa°,, SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. SECTION A -A FIRE HYDRANT ASSEMBLY DETAIL N.T.S. MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 p Z z O W - cn oco > w U Of w a d- N � ao 0- �i1 Z0 co O G� t� NNDo Nco0 r. co - (n W cn0m C) LL_ _j O V :3 (�fJ)� c o0 O Z ,- = oc Q � N O f%► Z W t/•�• O'j iCoL0LO co� o rn c-II Qc oa W W L0-N4-- LLJU vi`ED p41 - ZO A Z Z • 0` 3 Jtn r_70�3 W � C9 cD �-�ca_ cn y N ZO .a� f f' 7 DES. OHM/. CHK. F PROJECT / FILE NO. 50-66001 DRAWING NO. ® D TW-15 DATE DRAWN: OF 6-3-0;4 S15 �R CONCR'. SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. 1'-6" MIN. 3'-0" MAX. PER SPECIFICATIONS BENCHING PER SPECIFICATIC REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE CITY 9„ 5" 1 2'-0" 4'-0" TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS —MANHOLE FRAME & COVER (SEE STANDARD DETAIL) —FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) ' INSIDE WAL•L;::4� 0 a 5' MIN. PRE- PRIMED JOINT SURFACES w „ > COMPLETED 6 JOINT WITH MIN. SQUEEZE -OUT 8° MIN. 9� - BEDDING ROCK I 2" MIN. CAST -IN -PLACE ( PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION N.T.S. SET TOP OF VALVE BOX TO FINISHED GRADE IiylilF�:I�I�Il3:7T�T CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT fi•o O.o°O �•o•o•o.o •c'G.o'oO.o°O•o° •o o.°•O.e°° o°ipoo,Oe° •o•o.o'o.0•0.6•o.o•O.o•o.o•o. 'O ;oo°^o°O,O°O:.o ° 0..o°0:0 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL N.T.S. J TEE INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT ' ` '" •a 6 OF VERTICAL PIPE '•a DROP PIPE (SEE NOTE 1) INLET CONNECTION AS REQUIRED 900 BEND PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DI (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER '.' PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP "' RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS N.T.S. VARIES LOT LINE WYE WITH 6" BRANCH N w 6" 450 E z BEND CLEAN -OUT REMOVABLE SEE NOTE 1 PLUG w z _J i SLOPE TO TERMINAL DEPTH AT 1.0% MIN. (TYP.) ---, n ii w SEWER MAIN SIZE VARIES CLEAN -OUT (TYP.) WYE WITH SEE NOTE 1 6 BRANCH 6" 450 WYE WITH BEND 6" BRANCH 3- __LOT LINE DOUBLE WYE FINISHED GRADE I ROTATE SPRING LINE TERMINAL DEPTH 30 (TYP.) 17'�t AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE ( DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL N.T.S. RAISED 1-1/2- LETTERS FLUSH WITH TOP OF -- IM 6" 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES \ '-1-1 /4" 2-7/8" ELEVATION OPTIONAL MANHOLE FRAME AND COVER N.T.S. IN UNPAVED AREAS IN RIGHT-OF-WAY 18"x 18"x 4" OR 18" o CONC. COLLAR ASPHALT FOR PAVED AREAS USE USF. NO. 7605 VALVE BOX O.A.E. W/ FINISHED THE LETTER 'S' CAST IN THE COVER GRADE »:fffif .fff .•,:::..s..,oif rf ..aa ff:%ff: lff. :f?:'::..•,.;r. f/flf: �:� _ °' v III— LIMEROCK BASE 6" RISER NOTE' SOLVENT WELD CLEANOUT ROUGH IN RISER TO 1' ABOVE ADAPTOR WITH MALE _ FINISHED GRADE, AND PLUG. THREADED PLUG AT PROJECT CLOSEOUT CUT BACK TO FINISHED GRADE. 6" SWEEP ELL I.7 'SERVICE LINE `- TEMPORARY WATERTIGHT PLUG FOR SERVICE CONNECTION TERMINAL CLEANOUT W/ SEWER SERVICE N.T.S. ,dl- 4 : 1 0/6 /? ,--Y-/ MARC STEHLI, P.E. DATE FLA. REGISTRATION NO. 52781 7; cn 0- 00 us o I ON 0 Z' L) In N N 000 ce 0- a ���m O Q J N 0j >-UQ 5 r-)Xc �(nc ao W�mQ •L_ N o -lz m cn • e c m W�cnS I.WWW n-No= A :LLJz vi t � E Cal. Z • � , W EL C:.1 iff �f a o m 6 OES. q fV 0VA- C PROJECT / FILE NO, 50— 66001 DRAWING N0, DTSS-16 DATE DRAWN: OF 6-3-04 H. �R OM ,OrOOrg` / ✓�� gr�_I\ AZ I I I I v I �v r_ �- �,MATCHLINE (SEE SHEET LNP �® AZ 2-V/ 04 2 QV 63 SEE SHEET LNP-81CAL Qv _-F0R-_T)2 IT PLANTING 4-UN G PLAN 62 _2\ LJ 00 0 0 0 61 00 If 0 60 LJ i / Qv \1 tj /3­0_� . . . . . . . . . . I C, Boo 0 �T s, m SOD LJ �A \ 1 i'' ">7 ii O 33 -7 1? 4 SOD If= 41 Qv M_ .. ... .... . ....................... 53 55 �O: SEE SHEET ff=*GRTYPICAL 6 UNIT PLAN PLAN 57 58 SOD 158 59 V V, 00 34 21 ........... QY I \qvj .............. ................ ................ GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 INCH = 20 FEET =0 a SOD in m m m i EL E V) E 0 0E Z 0 o Lu Of _1Z N 04 w 0 cn �2 cn Is w u 00 aW00 0 o00 9= cn 0 C"4 u to cm Jv < cn LLJ w CL CL cn 04 < En I.Z c or- X m j UM :Q) -00 1� E < N0 cn 0 _C: 0 = 0 -00 7 0000 =0 (n En Do w w LU LLj 0- (N 4- ZLLJ ui L_ (D— r, V) , _; c C) L_ -q- Q) LLJ CL C Mo. Jd Jd M ZD gz-s 'qw. C//ff. PROJECT / FILE NO. 5066001 DRAWING NO. LNP-1 APPROVED DATE DRAWN: 17 OF FLA. REGISTRATION NO —DATE �4/27/04SH, 3 'MATCHLINE (SEE MENOMONEE soon MINE � M '11\7 47\0\. e N, Al . . . . . . . . . ... mm m1w U-1 GRAPHIC SCALE 0 10 20 40 IN FEET 1 INCH = 20 FEET SHEET 13)1"-3 \.r���nri 7 V o :.`jt:, 2 V q Qv ro 0 \ 83 \ M- APPROVED : tl� -1157-1�" FLA. REGISTRATION NO. ldqV _ DATE z Fq 7. v) Lo u CL W:z 00 01) rl- a- a =r— U5 'o cq I 0 U cn IN C�F' Do U) Lu cn 0) 0 C6 00"d- emli.e, _j c'4 C3 < :3 ro Iz Lu 'o <> oN E cn m — 0 0 -0 U = 0 coo n co: 00 'En W 0 -�Z 00 (D 15 -. at -c Ic-, I < 0 0) LLJ LLJ ILLI N 4— (o 0 C.D -cc 41 C, U 1616ok cn cn -c -'d r Df / CIS A/l, OES/ Qmv / cw PROJECT / FILE NO. 5066001 DRAWING NO. LNP-2 DATE DRAWN: 8 OF 4/27/04�,H.138, ZU A& - �' / /Sor-) 3� MATCHLINE (SEE SHEET LNP-6)■ . ...................... MINES MoNjimms mmommitmom 0 0 0 MEN III on MEN son MEN SOMME MENEM old,11111 ON 2 1 on MEMMIMMEMMEMEMMENEC J-2 .0.0.0. LJ \SVJ 41 25 R15 SOD MG FT1 / ' ' / 1 21 45 SP SOD ? If v -T� NOTE: SEE SHEET F LNP-8 FOR TYPICAL Jr- -4 /4 ■ 4-UNIT PLANTING 9 Qv ■ PLAN 1 2 IN ov LJ i m 23 so SOD ■ FT1 -T-1 SOD 22 45 HIM vs ■ M- IN F g22z 96 ov i ` 1 % NOTE: SEESHEET / 1 i ` LNP-7 FOR TYPICAL ■ 3-UNIT PLANTING ■ 00 ov % PLAN MG % 95 % 2■ 1■ 33 % IN /< + m Qv % ■ IM O■ / % D 4 ♦c % 2 Qv ■ OP 0 2 R1 SOD ------ %(-� 2 ■ Ip m- jill! 213 90 _- -F NOTE: SEE SHEET M- % LNP-10 FOR TYPICAL Z 6-UNIT PLANTING T] PLAN 38 F + \ `� % 18 ■ FT] 81 % m -T-1 / ; £% /* % ♦% ■ F SOD 2 I % MIS Lf 45 17; , 4 M_ I€ , ' 0 F71 € %12 ■ z 82 Fq 51 % Af \±I/ E % /' � f 0 'n i 16 R1 MIS F— V 44 83 /43 13< SOD %po Qv 2 5p % 0 / \ _ 1 r3 O 0 r-) • M 8 m M- - • - - i 4 �� ` ' 42V mop av CK) 79 — 0 00 0 ... ... .. .. .. .. .. NOTE: SEE SHEET ■ 85 3 / \ € ° LNP-9 FOR TYPICAL ■ 5-UNIT PLANTING ■ PLAN % LJ 78 Qv 15 % 86 % LJ 0 7 V 7V sf 'S"J"T 4 ,'I f.3 YD E; 0a_ 9 m V) E E Z 0 0 oj > A Ld 5. 0 of 14! �P4Z00 cl- 00 r- < =F U5 81 ,cm M U cn '4DO (D LD V) Lu W W CL CL VA 0) 0 06 c 7) 'o c" R) ou o •0 Fl- 0010) 10 61 00 < LLJ LLJ LLJ CN vi 'o 0 (D� C.D LLJ CL fib to \ ° ■ cn cn OD I 74 .4 'd AMA V % I Y y 7V 0 2 0 % zo eo Azn 6 ■ GRAPHIC SCALE v 7 1 0 10 20 40 PROJECT / FILE NO, q •5066001 OEM 0 ME soon 0 ■ Emmmummossom 0 monsoon 0 0 0 0 0 b. on 0 0 0 "Son 0 ■Emosommonsomm DRAWING NO. GOD %* \. "o IN FEET MATCHLINE (SEE SHEET LNP- 1 INCH = 20 FEET LNP-3 APPROVED: DATE DRAWN: 19 OF FLA, REGISTRATION NO. layy-DATE : /T-&o ID4/27/014,H. 38 1 : m • son oil =loglmrkm F INOM .......... ........ : m 1 ' ' •� '' ► ''. •- � �• �_ �if:�.�• 1yAy�•1�• r_�y_•_•_•y,�_���i_�.•�• �As �=--�:-,-T-r..,,---.rT-,:__-_ _�:• �����®I� ♦:,� ' �.. • , m r. - - � '- - - _•_yy� �1�_ll�l.•AlA�AA�►AA •qo •� \' pc� •hw , I� O ,f ` s : : : : : Y11YfY>1YIYVYYiYYYY.IY►- ur: I . : : 1 : ,m �'` A©ME :» - _ ,-•�,.7.00�0(�O.00(�?' �, S / OWN • 0�. �� �� - \ 0—z-�OO�O✓.a`Z����OQ�4':OT�:'►:OJOfVi,_ �• f � f " ®CAPMY I : ma. m � (:�!O.O �`_OO.�._Oe_•!,•h��O"d Gi�01 ��-�400►°�00�'711vQ` � (�� "� 1" ' POOL (BY OWNER) LJ NF .......... ivi Ll iN r- (SEE SH EET LN P ------ ill I_ _ ��'1 .�j, 0_ `''` . r F• III' m � © � Q♦4j 0 � F��o w�O.�o.� ��� ��` •� ter ' ��+��� p 0 � F• f = 0 .0.. ui"i%�„` � z� ��r � 'mil .� � � i �� _ — .— � %sr�.� . .ter +►1 •• `` �► . \ e, � -- �� �' �<�i �/ � � - =- ,�0�� OO•.O.O d�/�_I�,�pQiiQ:dO0:�►0�0 - � k• - �s : i► :,' - !lt' • rye•' l� r \ _ '„ _ _ � � ,�, ;,,,� `' per► �--- - ��;�, .:�-r. ,•�.�5�� :. ;i �; �' ,��, i • :......:::. Q� m OOt�oo! III : o. w PROJECT FILE NO. 5066001 DRAVIANG NO. DATE DRAWN: : : : © / . . #4 27 •4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ....... ........ .......... ................. ......... . % i f ............. ...... ......... I i ..............■ �D I m m u T� 1 0,7VJ L ov ov MG MG I\qvj LL] cj� 2 SOD Soo -i [E I 2 2 MG Ll FUTURE i ov I AKIM�.'An Ll Ll ■ GOD ■ 29 30 31 32 SOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ ...................................... .................................... ................................. . . . . . . . . . . . . . . . . . . . . . ....................... E 94 SOD ■ ■ Ll ■ 0 IN m ■ ■ 92 ■ ■ ■ ■ ■ ■ ® 91■ czv 1—f 11 Soo MMI .. 211 NO co P QO ANA qA fr GRAPHIC SCALE 0 10 20 40 ( IN FEET ) INCH = 20 FEET E In E z 0 0 CJ Ln CL > Ld x cn m uj u 00 a- W a. 0 00 ,CC 9� cn 8NO) o V) IN CN 14 Do c r-,(o (n Lu 0) 0 V) 00 -.4- CN V) 2 cC: a) <> —cl E (n 0 00 -00 0000 -0 61 —Z, 8 -,z 00 QT (n En 5; 0:: M --.w 8 "01)<-s 0- Ll-- W uJ LJ ;M N = 01- vi E • cn Lu CL WML MX M V Lu ASPHALT vv-s /,gmv. CH"r I.."I II PROJECT FILE NO. D _ __ ' q 5066001 DRAWING NO. 8 LNP-5 DATE DRAWN: CuRl APPROVED 21 OF FLA. REGISTRATION NO. — DATE: P4/27/04�, rn 0 0 CID O CL c: K7. 3: 5-1 E 0 0 0 2 0 0 (D w 0 in 5� 0 cr SEEMS SEMI son son Sac) GRAPHIC SCALE MIS 0 10 20 40 45 vili ii IN FEET 1 INCH = 20 FEET -4-F m G . . . . . . . . . . . . . . . . ov 45 ov SOD MG —■ 45-\ av ■ 600 lAi�\ Ile, 1, APPROVED : FLA, REGISTRATION NO. of q) E E 0 V) z 0 to Ld Of v) cn!3 m K) Lu U < 00 CL �u = 11- 00 0 r- < rc rn NI ON "1 0 U In C'4 00 �2V) Lu M of 5- 0) 0 (1)00-4- e-i er _j r*, '� _j 6cN C3 in r4) 5. c: 6.2 U.J < — = o 0 E 000 -oc o W Do col�' 00 En 5: wmm 0 --.,E :3 Q) -c 10- 1 < -c 00- CD Q) U.j W U.J W:m C%4 4-- = ,--(D 0'— vi E cn 0 U.j CL NO Its., cn cn (n Jd r I zF / VES / gwv. PROJECT / FILE NO. 5066001 DRAWING NO. SNP-6 DATE DRAWN: 29 4/27/041 ','3 3 v a 0 0 co 0 i m a 0 D m C 3 m c m E 0 C O V 2 v1 O 0 O tD rD 0 0 0 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 INCH = 10 FEET PLANT QTY SCHEDULE SYM (3-UNIT BOTANICAL NAME BUILDING) COMMON NAME REMARKS SPACING 1 BOU BOUGAINVILLEA SPECTABILIS BOUGAINVILLEA MIN. 36"HT x 24" SPR., FULL DENSE FOLIAGE TO BASE SPACING AS SHOWN 26 CA CRINUM ASIATICUM CRINUM LILY MIN. 30"HT x30" SPR., FULL SYMMETRICAL FOLIAGE, LEAFS CLEAN AND FREE OF DAMAGE AND DISEASE 36" 2 CH CHAMAEROPS HUMILIS EUROPEAN FAN PALM MIN 4-5'HT, MULTIPLE TRUNKS, SYMMETRICAL APPEARANCE, SPECIMEN QUALITY - 2 CR CALLISTEMON RIGIDUS ERECT BOTTLEBRUSH MIN 10-12'HTx 5-6' SPR., SYMMETRICAL CANOPY STRUCTURE, MATCHED APPEARANCE, 3- 3.5" CAL., MIN 4' CT, B&B - 33 LC-1 LOROPETALUM CHI NENSE RUBRUM'RUBY' RUBY FRINGE FLOWER MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 24" 198 LM-1 LIRIOPE MUSCARI 'EVERGREEN GIANT EVERGREEN GIANT LIRIOPE MIN 15"HT. AT INSTALLATIONFULL TO EDGE OF P POT , 18" 8 PX PHILODENDRON SELLOUM 'XANADU' XANADU PHILODENDRON MIN. 12"HT x12"SPD., FULL DENSE FOLIAGE 24" 114 RF-1 RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTAB"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 24" 87 RI RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE FOLIAGE SPACING AS SHOWN 125 RI-1 RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 24" 6 SP SABAL PALMETTO CABBAGE PALM STAGGERED HEIGHTS AS SHOWN ON PLAN, HEIGHT REPRESENT CLEAR TRUNK, BOOTED, FULL HEADS UNLESS OTHERWISE APPROVED, MIN 9 FRONDS 52 VS VIBURNUM SUSPENSUM SANDANKWA VIBURNUM MIN. 24"HTx24"SPR., FULL DENSE FOLIAGE 36" NOTE: PLAN SHOWN IS FOR TYPICAL BUILDING. CANOPY TREES AND UNDERSTORY TREES ON THE FRONT FACADE OF BUILDING ARE TO BE INSTALLED ACCORDING TO THE SITE LANDSCAPE PLANS (LNP-1 THROUGH LNP-6). CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY FIELD ADJUST OF PLANT LOCATIONS AND BEDLINES. APPROVED : - (�4 FLA. REGISTRATION NO. Q DATE a 14, V W Q o- o a a r o n t cc Q CD I CL Co ��� o a } U Q a) 0Z >pLL Z W Q 'C Z • • O 01L0�0 00 w (f) 5 WLLZ p-�zo0 L L I ��N WZ ui`c2 Z Z • J I� Q)CD 0 Z WtLC9 �s� /lil Q Q i:D lefD G f OE£ 19mv CHI. PROJECT / FILE NO. 506600 DRAWING NO. LNP-7 DATE DRAWN: D4/,' ISH��. 3 ( IN FEET ) INCH = 10 FEET PLANT SCHEDULE (4-UNIT BUILDING) QTY SYM BOTANICAL NAME COMMON NAME REMARKS SPACING 6 AZ ALPINIA ZERUMBET'VARIEGATA' VARIEGATED SHELL GINGER MIN. 36"HT x 24" SPR., FULL DENSE FOLIAGE TO BASE 36" 2 BOU BOUGAINVILLEA SPECTABILIS BOUGAINVILLEA MIN. 36"HT x 24" SPR., FULL DENSE FOLIAGE TO BASE SPACING AS SHOWN 18 CA CRINUM ASIATICUM CRINUM LILY MIN. 30"HT x30" SPR., FULL SYMMETRICAL FOLIAGE, 36" LEAFS CLEAN AND FREE OF DAMAGE AND DISEASE 2 CH CHAMAEROPS HUMILIS EUROPEAN FAN PALM MIN 4-5'HT, MULTIPLE TRUNKS, SYMMETRICAL - APPEARANCE, SPECIMEN QUALITY MIN 10-12'HTx 5-6' SPR., SYMMETRICAL CANOPY 2 CR CALLISTEMON RIGIDUS ERECT BOTTLEBRUSH STRUCTURE, MATCHED APPEARANCE, 3-3.5" CAL., - MIN 4' CT, B&B 31 LC-1 LOROPETALUM CHINENSE RUBRUM 'RUBY RUBY FRINGE FLOWER MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 24" 201 LM-1 LIRIOPE MUSCARI 'EVERGREEN GIANT EVERGREEN GIANT LIRIOPE MIN 15"HT. AT INSTALLATION, FULL TO EDGE OF POT 18" 12 PX PHILODENDRON SELLOUM'XANADU' XANADU PHILODENDRON MIN. 12"HT x12"SPD., FULL DENSE FOLIAGE 24" 95 RF-1 RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTx18"SPR., FULL ROUNDED FORM, DENSE 24„ FOLIAGE 164 RI RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE SPACING AS SHOWN FOLIAGE 122 RI-1 RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE 24„ FOLIAGE STAGGERED HEIGHTS AS SHOWN ON PLAN, HEIGHT 6 SP SABAL PALMETTO CABBAGE PALM REPRESENT CLEAR TRUNK, BOOTED, FULL HEADS - UNLESS OTHERWISE APPROVED, MIN 9 FRONDS 43 VS VIBURNUM SUSPENSUM SANDANKWA VIBURNUM MIN. 24"HTx24"SPR., FULL DENSE FOLIAGE 36" NOTE: PLAN SHOWN IS FOR TYPICAL BUILDING. CANOPY TREES AND UNDERSTORY TREES ON THE FRONT FACADE OF BUILDING ARE TO BE INSTALLED ACCORDING TO THE SITE LANDSCAPE PLANS (LNP-1 THROUGH LNP-6). CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY FIELD ADJUST OF PLANT LOCATIONS AND REDLINES. APPROVED (—fAl- :�4� FLA. REGISTRATION NO. a —DATE: / 0 V) z 0 L,J Of d Ucl. W Q 00 O00 o 1,- U �N0)C tin N 00 • I r, W OW-. O- °o d m J >-• C.� (f) ~ � tN • • c c o Z = Z W > -0 o Q L_ o Z • • 0 oEco o oc) = Qt w p `1 � � N IX cr = WWW O CL 0') � a) C'4 WZ Z Z • u r 'y ZJV) f -�"' L Lo W o.. 5 z ��fjs a N N Ad !i1 Q Q Q 4D f PROJECT / FILE NO. 5066001 DRAWING NO. LNP-8 DATE DRAWN: 24 OF 4/27/04 SH. 38 J 7 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 INCH = 10 FEET 0 PLANT SCHEDULE (5-UNIT BUILDING) QTY SYM BOTANICAL NAME COMMON NAME REMARKS SPACING 2 BOU BOUGAINVILLEA SPECTABILIS BOUGAINVILLEA MIN. 36"HT x 24" SPR., FULL DENSE FOLIAGE TO BASE SPACING AS SHOWN 26 CA CRINUM ASIATICUM CRINUM LILY MIN. 30"HT x30" SPR., FULL SYMMETRICAL FOLIAGE, LEAFS CLEAN 36" AND FREE OF DAMAGE AND DISEASE 2 CR CALLISTEMON RIGIDUS ERECT MIN 10-12'HTx 5-6' SPR., SYMMETRICAL CANOPY STRUCTURE, MATCHED BOTTLEBRUSH APPEARANCE, 3- 3.5" CAL., MIN 4' CT, B&B _ 2 CH CHAMAEROPS HUMILIS EUROPEAN MIN 4-5'HT, MULTIPLE TRUNKS, SYMMETRICAL FAN PALM APPEARANCE, SPECIMEN QUALITY 35 LC-1 LOROPETALUM CHINENSE RUBRUM RUBY FRINGE MIN. 24"HTx24" SPR., FULL DENSE 'RUBY FLOWER FOLIAGE 24.. 341 LM-1 LIRIOPE MUSCARI 'EVERGREEN EVERGREEN GIANT MIN 15"HT. AT INSTALLATION, FULL TO GIANT LIRIOPE EDGE OF POT 1811 41 PX PHILODENDRON SELLOUM 'XANAOU' XANADU MIN. 12"HT x12'SPD., FULL DENSE PHILODENDRON FOLIAGE 24° 95 RF-1 RHODODENDRON 'FASHION' FASHION AZALEA MIN.15"HTx18"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 24" 190 RI RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN MIN. 18"HTx24"SPR., FULL ROUNDED HAWTHORN FORM, DENSE FOLIAGE SPACING AS SHOWN 70 RI-1 RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN MIN. 18"HTx24"SPR., FULL ROUNDED HAWTHORN FORM, DENSE FOLIAGE 24' TA EKED HEI HT A H WN N 6 SP SABAL PALMETTO CABBAGE PALM PLAN, HEIGHT REPRESENT CLEAR TRUNK, BOOTED, FULL HEADS UNLESS - 42 VS VIBURNUM SUSPENSUM SANDANKWA MIN. 24"HTx24"SPR., FULL DENSE VIBURNUM FOLIAGE 36" NOTE: PLAN SHOWN IS FOR TYPICAL BUILDING. CANOPY TREES AND UNDERSTORY TREES ON THE FRONT FACADE OF BUILDING ARE TO BE INSTALLED ACCORDING TO THE SITE LANDSCAPE PLANS (LNP-1 THROUGH LNP-6). CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY FIELD ADJUST OF PLANT LOCATIONS AND BEDLINES. APPROVED FLA. REGISTRATION N0. Q % )ATE :.. % z` Q - C Lf N V h a 2 E W U Q 00 a— Q 0 oro V V) ON r N 00 w CL (L OQJ aiN"m >(nQ c: x0 M IS I" > -00 �- 0 E =ZW Q'L- NO E/)�Z 0-00.0U :s • • a V)(n5 =o IQL � M Z O�rn� 0 W W W N W Z fn +% � (o 0- Z Z ' .- r L 3 Z J (n �0 a� 3 W LL C9 m d.0 3 U _ fN N OES. O{YN. CHK. 0. PROJECT / FILE NO. 5066001 DRAWING NO. LNP-9 DATE DRAWN: 125 OF � /27/04SH. 38 . U) z 0 U) Ld 0 GRAPHIC SCALE 0 5 10 20 ( IN FEET ) 1 INCH = 10 FEET PLANT SCHEDULE (6-UNIT BUILDING) QTY SYM BOTANICAL NAME COMMON NAME REMARKS SPACING 3 BOU BOUGAINVILLEA SPECTABILIS BOUGAINVILLEA MIN. 36"HT x 24" SPR., FULL DENSE FOLIAGE TO BASE SPACING AS SHOWN 26 CA CRINUM ASIATICUM CRINUM LILY MIN. 30"HT x30" SPR., FULL SYMMETRICAL FOLIAGE, 36" LEAFS CLEAN AND FREE OF DAMAGE AND DISEASE MIN 10-12'HTx 5-6' SPR., SYMMETRICAL CANOPY 2 CR CALLISTEMON RIGIDUS ERECT BOTTLEBRUSH STRUCTURE, MATCHED APPEARANCE, 3- 3.5" CAL., MIN - 4' CT, B&B 4 CH CHAMAEROPS HUMILIS EUROPEAN FAN PALM MIN 4-SHT, MULTIPLE TRUNKS, SYMMETRICAL APPEARANCE, SPECIMEN QUALITY 57 LC-1 LOROPETALUM CHINENSE RUBY FRINGE MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 24" RUBRUM'RUBY' FLOWER 378 LM-1 LIRIOPE MUSCARI 'EVERGREEN EVERGREEN GIANT MIN 15"HT. AT INSTALLATION, FULL TO EDGE OF POT 18" GIANT LIRIOPE 16 PX PHILODENDRON SELLOUM XANADU MIN. 12"HT x12"SPD., FULL DENSE FOLIAGE 24" XANADU' PHILODENDRON 95 RF-1 RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTx18"SPR., FULL ROUNDED FORM, DENSE 24„ FOLIAGE 220 RI RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE S PACING AS SHOWN HAWTHORN FOLIAGE 110 RI-1 RHAPHIOLEPIS INDICA'ALBN WHITE INDIAN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE 24„ HAWTHORN FOLIAGE STAGGERED HEIGHTS AS SHOWN ON PLAN, HEIGHT 6 SP SABAL PALMETTO CABBAGE PALM REPRESENT CLEAR TRUNK, BOOTED, FULL HEADS - UNLESS OTHERWISE APPROVED, MIN 9 FRONDS 35 VS VIBURNUM SUSPENSUM SM VIBURNUM WA VIBURNUM MIN. 24"HTx24"SPR., FULL DENSE FOLIAGE 36" NOTE: PLAN SHOWN IS FOR TYPICAL BUILDING. CANOPY TREES AND UNDERSTORY TREES ON THE FRONT FACADE OF BUILDING ARE TO BE INSTALLED ACCORDING TO THE SITE LANDSCAPE PLANS (LNP-1 THROUGH LNP-6). CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY FIELD ADJUST OF PLANT LOCATIONS AND BEDLINES. N V h 4k04 0 I V A APPROVED64 FLA. REGISTRATION N0. J"7 N DATE : Z g 1 U) z 0 U) w Of ev 0 0 U �co Z C�O 00 0 I\ N Ci V) N NNN00 p m �tO I I\ UQ r vJ �toXc ~ c: A O �OZ =ZW >-0LL0 Q'L No • • GO Cn + Qi p�� N wMS O00) 0 0-N4-= W W W WZ (nL-O Z Z • 4.1 r7.�ON3 Z—i WCU tos�U3 .......... ...i rn U _ o Ad in Ad 7 7 z2- 0 0 o DES. ow PROJECT / FILE NO. 5066001 DRAWING NO. _LNP-10 DATE DRAWN: n C OF �/27/04 5H. 38 , DO NOT CUT LEADER Ou Q� PRUNE DAMAGED OR DEAD QQ ---- Q� Q0AD WOOD O PLANTINGIASLY PRIOR DI DIRECTED O BY THE LANDSCAPE ARCHITECT 00 000 00 0 0 0 O 00VC QO PROTECT TREE WITH BURLAP Q 00� v0 ON � 0 O 0,� AT EQUAL SPACING (3 PER TREE) 0 00 p O UUOO _+MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP 1/2"x2' FLUORESCENT ORANGE MARKER SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x2"x2' STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. (2" cal. and over) LARGE TREE PLANTING DETAIL N.T.S. 0 0 DO NOT CUT LEADER Q10q(09 ),20 0 �_ PRUNE DAMAGED OR DEAD C�J'' V --'WOOD IMMEDIATELY PRIOR 0 Qr O OQO 0 TO PLANTING AS DIRECTED (� 000 p0 60o Q�j 6 00 00� BY THE LANDSCAPE ARCHITECT 0 00 �% rn 8 aW PROTECT TREE WITH BURLAP Oo Q Q Q � U 000 0 2"x4"X8'-O" STAKE 0 � 1" WIDE MIN. -*MULCH, 1" DEEP ON ROOT ZONE NYLON STRAPS (3 PER TREE) 3" BASIN FOR WATERING. FLUORESCENT ORANGE MARKER MULCH, 3" DEEP ON BRACE STAKES 18" SET CROWN OF ROOT BALL 0'-2 BELOW GRADE ABOVE SURROUNDING FINISH GW UNTIE BURLAP FROM BASE OF TI :...;_-_ ::....:. :...:...:::....:,`...;._€ TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED 2x BALL DIA. (2" cal. and under) SMALL TREE PLANTING DETAIL N.T.S. D• NOT CUT LEADER 0-0(pon PRUNE DAMAGED OR DEAD 0 0 0 TO PLANTING AS DIRECTED 0� 0 ',I I I 'PROTECT TREE WITH BURLAP 1 U' 0 (� Lr U- 2"x4"X8'-O" STAKES FLUORESCENT 00 0 0 -�(3 PER TREE ORANGE MARKER MULCH, 1" DEEP ON ROOT ZONE ON BRACE - *3" BASIN FOR WATERING. 1" WIDE MIN. NYLON STRAPS -MULCH, 3" DEEP (3 PER TREE) STAKES 18" SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. �• BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. �- 2x BALL DIA. -- MULTI- TRUNK AND SMALL TREE (2" cal. and under) PLANTING DETAIL N.T.B. CH, 3" DEEP SPEC.) KFILL MIX SPECIFIED N.T.S. T �r UNTIE FRONDS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. LARGE PALM PLANTING DETAIL N.T.S. HURRICANE CUT FRONDS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACE S TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL SET ROOTBALL ON UNDISTURBED SOIL. CIGARTD SABAT PALM PLANTING DETAIL N.T.S. DO 0 000o a000 �b q q 0 000 0 0 �b o 0 0 0O�Oo 0 °c 8 oho 00 ° � �0 o o� 0 °Q90 0 00 00 0� NO ENTRY OR STORAGE I I NO DRIP LINE ENCROACHMENT 4' HT. BARRICADE FENCE OF ORANGE "TENSOR" HIGH VISIBILITY MESH. 2"x4" MIN. WOOD POST AT DRIP LINE TREE PRESERVATION A BARRICADE FENCING DETAIL - N.T.S. MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-1 " ABOVE SURROUNDING FINISH GRADE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. SHRUB PLANTI-NG DETAIL_ I J 1. � �AAi QTY SYM BOTANICAL NAME COMMON NAME REMARKS TREE TYPE SIZE 1 CH CHAMAEROPS HUMILIS EUROPEAN FAN PALM MIN 4-5'HT, MULTIPLE TRUNKS, SYMMETRICAL PALM 30 GAL APPEARANCE, SPECIMEN QUALITY MIN 8'HTx 4' SPR., SYMMETRICAL CANOPY 28 CR CALLISTEMON RIGIDUS ERECT BOTTLEBRUSH STRUCTURE, MATCHED APPEARANCE, MIN. 2" DBH, MIN ORNAMENTAL 30 GAL 4' CT MIN 10'-12'1­1Tx 5-6'SPR., MULTI -TRUNK, MIN 5 MAIN 84 LI LAGERSTROEMIA INDICA TUSCARORA RED CRAPE MYRTLE D TRUNKS, SYMMETRICAL CANOPY STRUCTURE, MATZED ORNAMENTAL 45 GAL TUSCARORA' ppEARANCE, MIN V DBH EACH TRUNK., MIN 5' CT 25 LIV LIVISTONA CHI NENSIS CHINESE FAN PALM MIN 7-8'HT x 6-7'SPR., HEAVY ERECT FOLIAGE PALM MIN 6-8'HTx 6-8' SPR., MULTI -TRUNK, MIN 5 MAIN TRUNKS IGAL 61 LJ LIGUSTRUM JAPONICUM TREE -FORM LIGUSTRUM W/MIN. 1" DBH EA. TRUNK, MIN 3" CAL, MATCHED RNAMENTAL APPEARANCE, MIN 3' CT 32 MG MAGNOLIA GRANDIFLORA 'D.D. D.D. BLANCHARD MIN 12'HTx 6' SPR., SYMMETRICAL STRUCTURE, SHADE 100 GAL BLANCHARD' SOUTHERN MAGNOLI MATCHED APPEARANCE, MIN 3"-3.5" DBH., MIN 3' CT ;, f MIN 10' GW, FULL HEAVY HEADS, DIAMOND CUT TRUNKS, 4 PD PHOENIX DACTYLIFERA MEDJOOL DATE PALM MALE SPECIMENS, HEAVY TRUNKS, MATCHED PALM F.G. 'MEDJOOL' APPEARANCE, SPECIMEN QUALITY MIN 18-22'HT., MULTI -TRUNK, MIN 12 TRUNKS, MIN 8'CT 1 PR PHOENIX RECLINATA SENEGAL DATE PALM EACH TRUNK, SPECIMEN QUALITY, FULL FOLIAGE AT PALM F.G. BASE MIN 13'HTx 5' SPR., SYMMETRICAL CANOPY 105 QV QUERCUS VIRGINIANA LIVE OAK STRUCTURE, MATCHED APPEARANCE, MIN, 3"-3.5" DBH., SHADE 65 GAL MIN 5' CT s, S G E E HEIGHTS AS SHOWN ON PLAN, HEIGHT 90 SP SABAL PALMETTO CABBAGE PALM REPRESENT CLEAR TRUNK, BOOTED, FULL HEADS PALM F.G. UNLESS OTHERWISE APPROVED, MIN 9 FRONDS MIN 10'HTx 5'SPR., MIN 2"-2.5" DBH, MIN S CT, 4 TU TABEBUTA UMBELLATA TABEBUTA NO SCARRED TRUNKS ORNAMENTAL 45 GAL 14 UP ULMUS PARVIFOLIA'DRAKE' DRAKE ELM MIN 14'HT, 7'SPD, MIN W-3.5" DBH., SYMMETRICAL CANOPY STRUCTURE, NO SCARRED TRUNKS SHADE 100 GAL Aaw 10 WR WASHINGTONIA ROBUSTA WASHINGTON PALM 14' CLEAR TRUNK, BOOTED, FULL HEADS UNLESS F.G. OTHERWISE OTHERWISE APPROVED, MIN 9 FRONDS GENERAL NOTES: 1. PLANT MATERIAL: All plant material shall be Florida #1 or better as established by "Grades and Standards for Nursery Plants" of the state of Florida, Department of Agriculture. 2. All trees, shrubs and groundcovers shall be of the sizes as specified in the Plant List. 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or plant list, the plan takes precedence. 5. All planting beds and water basins for trees shall be covered with a 3" minimum depth of shredded eucalyptus or florimulch grade 'B' or better. 6. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. 7. SOD: All areas not used for buildings, vehicular use areas, walks, planting beds, or left in a natur al state shall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. Sod shall be St. Augustine 'Floratam' (Stenotaphrum secundatum 'Floratam') 8. ANTSOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be 6" for groundcover areas and 2" for sodded gross areas. 9. Planting soil to be a weed -free mixture of 50% sand, 40% muck, and 10% Canadian peat. All plant material to receive planting soil as per details. 10. Contractor is responsible for determining all utility locations and installing facilities so as to not conflict. All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional cost to the Owner. 11. Contractor to notify "Sunshine" at 1-800-638-4097 (48) hours prior to digging for underground utility locations. 12. Contractor shall be responsible for providing final grading of all associated planting areas. 13. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and disposed of properly off -site. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities or improvements (see note 8). 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or slightly higher. 16. Contractor shall stake & guy all trees and palms at time of planting as per the appropriate detail. Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period and removal & disposal of staking after establishment period. 17. Fertilizer for grass areas shall be NPK 16-4-8 ® 12.5 Ibs/1000 s.f. or 545 Ibs/acre. Nitrogen 50% slow release form & fertilizer to include secondary micronutrients. 18. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. Any discrepancies between plans, site and specifications shall be brought to the immediate attention of the Landscape Architect, the owner and governing municipality. 19. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. In addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter for a period of 2 months. 20. All new plant material shall be guaranteed for 1 year from time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by winds less than 75 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 21. The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 22. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 23. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 24. Root -prune all trees a minimum of (8) weeks prior to planting. 25. All landscaped areas will be irrigated by an underground, automatic, rust -free irrigation system providing 100% coverage and 100% spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not overspray walkways. A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 26. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross -visibility at a horizontal level between 30 inches and 8 feet above adjacent street grade. 27. No canopy trees shall be planted within 12 feet of a light pole. No palm species shall be planted within 6 feet of a light pole. 28. Ground cover plantings shall provide not less than 50 percent coverage immediately upon planting and 100 percent coverage within 6 months after planting. 29. Tree protection barricades shall be provided by Landscape Contractor around existing trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 30. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 foot clear trunk. 31. All landscape material shall be setback a minimum of 10' from any Fire Hydrant. QTY SYM BOTANICAL NAME COMMON NAME REMARKS SPACING CONTA ER SIZE 8704 ANN ANNUALS 12" 6" POT 188 AZ ALPINIA ZERUMBET'VARIEGATA' VARIEGATED SHELL GINGER MIN. 36"HT x 24"SPR., FULL DENSE FOLIAGE TO BASE 36" 3 GAL 1246 IP ILLICIUM PARVIFLORUM YELLOW ANISE MIN. 30"HTx24"SPR. FULL DENSE FOLIAGE TO BASE SPACING AS SHOWN 3 GAL 683 JC JUNIPERUS CHINENSIS'PARSONI' PARSON'S JUNIPER MIN. 18-24"HTx18-24"SPD., FULL FOLIAGE TO BASE, FOLIAGE FREE OF INSECTS AND DISEASE 24„ 3 GAL 187 LC-1 LOROPETALUM CHINENSE RUBRUM'RUBY RUBY FRINGE FLOWER MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 24" 3 GAL 132 LC-2 LOROPETALUM CHINENSE RUBRUM'RUBY' RUBY FRINGE FLOWER MIN. 24"HTx24" SPR., FULL DENSE FOLIAGE 30" 3 GAL 4804 LM-1 LIRIOPE MUSCARI 'EVERGREEN GIANT' EVERGREEN GIANT LIRIOPE MIN 15"HT. AT INSTALLATION, FULL TO EDGE OF POT 18" 3 GAL 1383 LM-2 LIRIOPE MUSCARI 'EVERGREEN GIANT' EVERGREEN GIANT LIRIOPE MIN 15"HT. AT INSTALLATION, FULL TO EDGE OF POT 24" 3 GAL 60 PS PHILODENDRON SELLOUM SPLIT LEAF PHILODENDRON MIN. 36"HTx36" SPR., FULL SYMMETRICAL FOLIAGE, LEAFS CLEAN AND FREE OF DAMAGE AND DISEASE 48" 7 GAL 41 RF RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTx18"SPR., FULL ROUNDED FORM, DENSE FOLIAGE SPACING AS SHOWN 3 GAL 271 RF-1 RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTx18"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 24" 3 GAL 1054 RF-2 RHODODENDRON 'FASHION' FASHION AZALEA MIN. 15"HTx18"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 30" 3 GAL 303 RI RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE FOLIAGE SPACING AS SHOWN 3 GAL 051 RI-1 RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 24" 3 GAL 54 RI-2 RHAPHIOLEPIS INDICA'ALBA' WHITE INDIAN HAWTHORN MIN. 18"HTx24"SPR., FULL ROUNDED FORM, DENSE FOLIAGE 30" 3 GAL 110 VOA VIBURNUM ODORATISSIMUM SWEET VIBURNUM MIN. 30"HTx24"SPR. FULL DENSE FOLIAGE, SYMMETRICAL BRANCHING STRUCTURE 36" 7 GAL 177 VS VIBURNUM SUSPENSUM SANDANKWA VIBURNUM MIN. 24"HTx24"SPR., FULL DENSE FOLIAGE 36" 3 GAL APPROVED : L-� ` FLA. REGISTRATION NO.-�Gy DATE : , L &'-O Y a U a U � o a n- U U C 2 E to 0 Z 0 o U 0 U V o a '0 > n S W N � •s 00 a- C�O 00 o r Q = V) 0 C\I U (n N 00 JV Q r�� =CL IZ 30)0 0 V) ppv m O J M PO C) Z Z W > °pD Q N 0 Z 0�0000 0 v� LU W W n N •,_.00 = Z ZJ� 3 t0CCt) cfl 3�: "U 3 LU LL CD v%mn v,' Z U s� Cn Q Q <r ICD 0 d OES 19mv. CHK. PROJECT / FILE NO. 5066001 DRAWING NO, LND-1 DATE DRAWN: 27 OF 4/27/04 5H. 38, `lam i 9 * •� I I • I I � 11 �7 •I I � f� I I I � I •` I I I i I t I 1 I 1 1 1 1 SECONDARY ENTRANCE LIGHTING SCHEDULE SYMBOL QUANTITY MODEL MANUFACTURER DESCRIPTION FL51-15M12-LP-53H 120 VOLT DAY-RRITE, 1:3RONZELITE SEE CRESTWOOD COMMONS "TYPE CA" SHOP DRAWING FOR LIGHT SPECIFICATIONS O 6� FLA21501120-X-83H 120 VOLT RRONZELITE SEE CRESTWOOD COMMONS "TYPE C511 P DRAWING FOR LIGHT SPECIFICATIONS �6 FLAlO501120-83H 120 VOLT 5RONZELITE SEE CRESTWOOD COMMONS "TYPE CC" SHOP DRAWING FOR LIGHT SPEC IFICA T IONS ® 66 TLC501roLV-E-BLK-S8 120 VOLT RRONZELITE SEE CRESTWOOD COMMONS "TYPE CD" SHOP DRAWING FOR LIGHT SPECIFICATIONS NOTE: LIGHTING TRANSFORMERS TO SE TYPE 'T' AS MANUFACTURED BY Q-TRAN. SEE CRESTWOOD COMMONS "TYPE T" SHOP DRAWING FOR TRANSFORMER SPECIFICATIONS a U a U C U E E N Z ti O a V) o W u ir R i e GRAPHIC SCALE UP 0 10 20 40 IN FEET 1 INCH = 20 FEET ITIA11 ENTRANCE AND POOL AREA .......... .......... .......... GRAPHIC SCALE 10 20 40 2 0 L- I I I I MLw 0 im HRD-1 ( IN FEET 1 INCH = 20 FEET WALL LAYOUT DETAIL 7/ 20.00 looe 0 HRD 3 c� (O.C., Typ) /oil 20.00 Lo 10 x FUTURE D.C., TYP) 1.00 0 15 11 c� 00\ �/ ( (COORDINATE POINT N FOR END OF WALL 14 FQ NOT SHOWN) r4 4 44) GRAPHIC SCALE 0 10 20 40 A IN FEET 1 INCH = 20 FEET E) SECONDARY ENTRANCE HRD-1 APPROVED: FLA. REGISTRATON NO.. DATE: V) z 0 LLI Of Lj C-) Q 00 00 ON N cm < (D r, (6 co zt, I cn w :3 v) 0) 0 m co CD < 6 04 C-) n :3 n ° I`t c.: � oZ > . IF : <-s NC'E n �0c ou -o C> 0 E oo 00 —:, w cn cn 5-c Cc) z 00 QF < cn www o 4- N uj ;z vi -,o O'E (D� U -cc ;z cn n.E a) W CL I . . . . . . . . . . . . . . . . . . . . . . LU 0 ZL ZIL 0/fD PROJECT / FILE NO. 5066001 DRAWING N0. HRD-1 DATE DRAWN: 12 5106104151-13W d 0 U m 0 of 0 0 N n 0 0 3 0 x 0 0 0 a 3 O O 0 0 U C 0 v 0 0 0 0 0 4"X8" SOLDIER COURSE z m CONCRETE PAVERS SEE PLAN, ASPHALT 0 I Z a V) �t SECTION ASPHALT 6" CONCRETE RIBBON CURB BRICK PAVERS - SOLDIER COURSE BRICK PAVERS - HERRINGBONE PATTERN ASPHALT 6" CONCRETE RIBBON CURB BRICK PAVERS - SOLDIER COURSE BRICK PAVERS - RUNNING BOND PLAN VIEW - RUNNING BOND COMPACTED LIMEROCK BASE (SEE PAVING SPECIFICATIONS) 12" COMPACTED SUBGRADE TO 98% MAX. DENSITY (AASHTO-T99) MIN. PAVER DETAIL (VEHICULAR TRAFFIC SCALE: T'=1'-0" BRICK CAP 6" JUMBO NORWEGIAN SOLDIER COURSE JUMBO UTILITY BRICK AT EACH CORNER 6"x4"x12" HOLLOW STRUCTURAL BRICK RUNNING BOND PATTERN 0 I #5 REBAR AT EACH CORNER w CENTER REBAR IN CELL AND Of ry FILL WITH GROUT j 0 3/8" RAKED MORTAR JOINT oI NOTE: MIN 30" OVERLAP � DISTANCE FROM TOP OF COLUMN TO FINISH GRADE IS EQUAL ON BOTH SIDES OF COLUMN #5 REBAR AT EACH CORNER WITH 90' BENDS (ROTATE BENDS IN CONCRETE FOOTING) BRICK COLUMN RRD---2 SCALE: 1 /2"=1'-0" #5 REBAR ® 36" O.C. 3 - #5 REBAR CONT. -t, 6%4"x12" STRUCTURAL HOLLOW BRICK RUNNING BOND PATTERN -r 12 III) " CONCRETE FOOTING - Ifl - - - 3000 PSI, 28 DAYS 4. 6 - #5 REBAR BOTH WAYS 3" MIN COVER OVER ALL STEEL (TYP) 4'-0" \ `-COMPACTED SUBGRADE 4'-0" SQ. (-1-TT-7 I L BRICK COLUMN SEE DETAIL� 3 FH RRD--211 EDGE OF FOOTING - -F - - - - -� - - - BRICK WALL AND COLUMN (PLAN VIEW SCALE: 1 /2"=1'-0" RD-2 2" DOUBLE BULLNOSE PRE -CAST CONC. CAP BY JOHNSON BROS. PRE -CAST OR EQUAL: MORTAR IN PLACE AND PAINT W/SHERWIN WILLIAMS COLOR TBD 8"X8"X16" CMU WALL: ALTERNATING DIRECTION (1) #5 REBAR CONT. IN GROUTED KNOCK -OUT COURSE AT TOP OF WALL, TYP. 1/2" SANDED STUCCO FINISH: CONTRACTOR SHALL PROVIDE SAMPLE FOR APPROVAL: PAINT STUCCO W/SHERWIN WILLIAMS COLOR TO MATCH BUILDING FACADE #5 ® 48" O.C.: ALT. BENDS: FILL ALL STEEL CELLS WITH GROUT EXP'N JOINT FOR SIDEWALK ONLY: SEE SHEET DTPGD-14 SIDEWALK: SEE SHEET DTPGD-14 :3) #5 CONT. -ONCRETE FOOTING (CONTINUOUS) �4 Cam? 16" O.C. COMPACTED SUBGRADE STUCCO SEATWALL SCALE: 3/4"=1'-0" kINU I I U )L,/AL.t) NOTES: - INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - CONTRACTOR MUST OBTAIN A LICENSE FROM FIBAR, INC. PRIOR TO CONSTRUCTION. - FIBAR MAT WEAR MATS MUST BE INSTALLED UNDER ALL SWINGS TO PRESERVE WARRANTY. SLALL: N I IFT-TT-r7( --T--------i--• �-'-T - 3" MIN COVER OVER L ALL STEEL (TYP) #5 REBAR - SEE SECTION FOR SPACING (ALT BENDS) CENTER STEEL IN CELL AND FILL CELL SOLID WITH GROUT COLUMN TO COLUMN SPACING VARIES LIGHT BROOM FINISH WITH 1/8" ROUNDS ON BOTH ENDS FIBAR DRAIN #5 REBAR CONT. FIBARFELT CONC. RIBBON CURB STABILIZED SUBGRADE PAVING SCHErnui F ID NUMBER DESCRIPTION SEE DETAIL 1 BRICK PAVERS - RUNNING BOND PATTERN 1/HRD 2 2 BRICK PAVERS - HERRINGBONE PATTERN 1/HRD-2 3 FIBAR MULCH 3/HRD-2 4 1 POOL DECKING BY OWNER SITE FURNISHINGS SCHEDULE ID NUMBER A B QTY 2 4 ITEM W BENCH U-RACK BICYCLE PKG MODEL N0. CR-138 U190-IG-G MANUFACTURER LOCAL REP VICTOR STANLEY CONTRACT CONNECTION, INC. 800 772-8369 CONTRACT CONNAEXCTION, INC. 800 772-8369 DESCRIPTION COLOR: BLACK. SURFACE MOUNT. INSTALL PER MANUFACTURER'S SPECIFICATIONS COLOR: BLACK. IN -GROUND MOUNT. INSTALL PER MANUFACTURER'S SPECIFICATIONS C D 1 TRASH RECEPTACLE STUCCO SEATWALL ES-142 - VICTR STANLEY CONTRACT OCONNECTION, INC. 800 772-8369 BY CONTRACTOR COLOR: BLACK. SURFACE MOUNT. INSTALL PER MANUFACTURER'S SPECIFICATIONS COLOR TO MATCH PRIMARY COLOR OF TOWNHOUSE BUILDING FACADE. SEE DETAIL 2/HRD-2 E F PLAYGROUND POOL FURNITURE TBD TBD GAMETIME DOMINICA RECREATION PRODUCTS 407-331-0101 PER OWNER'S DIRECTION POLIGON CONTRACT CONNECTION, INC. 800 772-8369 INSTALL PER MANFUCATURER'S SPECIFICATIONS G 1 HIP ROOF PAVILION DETAILING BY OWNER H 4 1 6' PICNIC TABLES POOL SHOWER FRST 6 500 DB CONTRACTOCONNECTION, INC. 800 772-8369 MOST DEPENDABLE FOUNTAINS (800) 552-6331 NATIONS FENCE NATIONS FENCE NATIONS FENCE COLOR: BLACK. SURFACE MOUNT. INSTALL PER MANUFACTURER'S SPECIFICATIONS COLOR: BLACK. DIRECT BURIAL. INSTALL PER MANUFACTUER'S SPECIFICATIONS J POOL FENCING ASCOT COLOR: BLACK. MATERIAL: ALUMINUM. 4' HEIGHT. INSTALL PER MANUFACTURER'S SPECIFICATIONS K PRIMARY ENTRANCE GATE TBD COLOR: BLACK. MATERIAL: ALUMINUM. STYLE: CANTERBURY. GATE OPERATOR: ELITE CSW200- UL. INSTALL PER MFG'S SPECS. L SECONDARY ENTRANCE GATE TBD INSTALL PER MANFUCATURER'S SPECIFICATIONS M N 1 MAIL KIOSK PAVILION 6' HIGH BRICK WALL - POLIGON CONTRACT CONNECTION, INC. 800 772-8369 BY CONTRACTOR BY CONTRACTOR NATIONS FENCE (407) 291-1101FICATIONS DETAILING BY OWNER SEE DETAIL 6/HRD-2 0 8' HIGH BRICK WALL - SEE DETAIL 6/HRD-2 P 6' HIGH ALUMINUM ORNAMENTAL FENCING - R: BLACK. MATERIAL: ALUMINUM. STYLE: ECANTERBURY.INSTALL PER MFGS 1) ALL SITE AMENITY COLOR AND MODEL SELECTIONS ARE SUBJECT TO FINAL APPROVAL BY OWNER. 2) ALL SITE AMENITY MANUFACTURER SELECTIONS ARE SUBJECT TO APPROVED EQUAL SUBSTITUTIONS BY OWNER. COORDINATE POINTS (HRD-1) NUMBER NORTHING EASTING 1 N 796.39 E 17 55.36 2 N 727.23 E 1767.94 3 N 708.16 E 1751.77 4 N 636.26 E 1662.31 5 N 636.28 E 1649.31 6 N 725.44 E 1541.38 7 N 739.37 E 1526.95 8 N 1015.08 E 1295.75 9 N 1123.65 E 1308.01 10 N 1518.50 _ E 1793.62 11 N 1507.7.5 E 1808.06 12 N 1471.75 E 1808.10 13 N 1471.55 E 1885.67 14 N 1507.55 E 18 55.63 15 N 1517.64 E 1900.03 16 N 1516.91 E 9991.87 17 N 785.53 E 18 .7 18 N 701.03 E 1867.7.72 19 N 678.97 E 1879.48 20 N 1516.91 E 1991.87 NOTE: EDISTANCE -FROM OF WALL TO FINISH GRADE QUAL ON BOTH SIDES OF WALL �--- STANDARD ROWLOCK COURSE 1 1-1/2" REVEAL 6„NORWEGIAN JUMBO BRICK SOLDIER COURSE (PROVIDE STRAPPING IN ALL FILLED CELLS TO -17 SUPPORT SOLDIER COURSE) w #3 REBAR CONT. IN JOINT _ 00m--6"x4"x12" STRUCTURAL HOLLOW BRICK W a RUNNING BOND PATTERN � #5 REBAR,FIL L CELL WITH GROUT �= @ 2'-8" O.C. AT 6' HEIGHT ® 2'-0" O.C. AT 8' HEIGHT W ifl 3/8" RAKED MORTAR JOINT Z MIN 30" OVERLAP #5 REBAR, ROTATE ALT. BENDS STREET SIDE NI I I I ((� I #5 REBAR Q 36" O.C. 3000 PS CONCRETEFOOTING 28 DAYS -1174 ° 3 - #5 REBAR CONT. (4 - #5 AT 8' SECTION) G m ° COMPACTED SUBGRADE 30" (6 HEIGHT) HEIGHT) 42" (8' HEIGHT) 3" MIN COVER OVER SECTION ALL STEEL (TYP) BRICK WALL SECTION HRD-2 SCALE: 1 /2"=1'-0" WIND LOAD NOTE: THE STRUCTURES SHOWN HEREIN HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION (W/ 2003 REVISIONS) FOR A 3-SEC GUST WIND VELOCITY OF 120 MPH, IMPORTANCE FACTOR = 1.0, �I EXPOSURE CATEGORY = B. W ec BISHOP ENGINEERING COMPANY Consulting Structural Engineering 444 West New England Avenue; Suite B Winter Park, Florida 32789 Phone 407 622-2477 Fax 407-622-2479 Certificate of Authorization # 8175 E.O.R. Bradford T. Bishop, P.E. #51299 APPROVED ,-c FLA. REGISTRATION NO. `� DATE : z F - Q E N o Z 0 V - a - m > 0 w (n W U a 00 0-�O 00 0NN0)o U (n CN co JV Q ��Q0 m q- a �oo0oo I`,� ,�.J Din Z3 PO C 00 Za =ZUj j O LL Q� ao C U °I.i00 Z • •01 0 00 41 to) m 0 -yGO 6) ¢ W W W p 0 N �N"- Z ZZ • vi °- �- t° E a-r�3 w a �U 3 U a 111111111!!& N Q <a p f! OE.£ 19mv.. CHK. PROJECT / FILE NO. 5066001 DRAWING NO. HRD-2 _ DATE DRAWN: 29 OF 5/06/04 SH. 38 , 0 IDENTIFICATION SIGN ATTACHED TO BRICK TO BE PROVIDED BY OWNER IDENTIFICATION SIGN ON WALL (ELEVATION HRD-3 SCALE: 1/4"=1'-0" 20'-0" +/— O.C. (TYP) -L/— nr, . — — I - ) BRICK WALL ALONG ENTRANCE DRIVE (ELEVATION) HRD-3 SCALE: 1/473-11-03) mm 7'-0" O.C. 11'-6" D.C. PRIMARY ENTRANCE ELEVATION - A l r A 1 e 17 w ? yj c' l' MLE- I / -t om-- 1 — U IW—o", D.C. SECONDARY ENTRANCE ELEVATION bUALL: -1/4 =-I —U � 10 "FG: -N''A"T�'MS�FENCE STYLE: STYLE: CANTERBURY COLOR: BLACK ENTRANCE SIGN RD-3 SCALE: 1/4"--1'—O" HALL JION SIGN (BY OWNER) 0 BRICK WALL PER S SPECIFICATIONS )LUMN: SEE (2) HRD-2 WIND LOAD NOTE: THE STRUCTURES SHOWN HEREIN HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION (W/ 2003 REVISIONS) FOR A 3—SEC GUST WIND VELOCITY OF 120 MPH, IMPORTANCE FACTOR = 1.0, EXPOSURE CATEGORY = B. bec BisHop ENGINEERING COMPANY Consulting Structural Engineering 444 West New England Avenue; Suite B Winter Park, Florida 32789 Phone 407-6222477 Fax 407-622-2479 Certificate of Authorization # 8175 E.O.R. Bradford T. Bishop, P.E. #51299 APPROVED: FLA. REGISTRATION N DATE En Z 0 cn Ld ir Cn Cn !2 Q: U 00 CLLLJ WC" CL 00 00 < =r- C'4 IQ 0 In CN (n LLJ M M CL CL 0 0 C'0v Q5 CN V) ~0 22 E V) 0 0 00 C -0 000 '0 -Z' V) En 5; 0, -!,100 QF -C v I < -C M m = LU Uj W 0 0) Q N 4— U.j • (0 0 E C) UJI CL 3 OES ONV cmwr' PROJECT / FILE NO. 5066001 DRAWING NO. HRD-3 DATE DRAWN: 3 SH. c 0 2 0 5� ;5 0 M (D 0 Lo 0 0 Ir CD GRAPHIC SCALE 0 10 20 40 LE 0 IN FEET 1 INCH = 20 FEET �Z) VALVES FROPERT'T' IT'l' ONL"r APPROVED : 4,,� FLA. REGISTRATION NO. 01-14-r —DATE 7, — �cn vj V) ckt po uj C-) < 00 p- a. 00 0 rl.- < - OI 0) 0 mov) C14 cN ", C,4 00 w co (D cn U-1 W vo) (03cl).0,4- 1:6 N cn n 5� IZZ o o M ;z LLJ o E N 0 0 L. 05 o "o 00 (n co cn U _�c Q) -c L- I < 00 LLI LLJ LLj 0- 0) N ­ LAJ vi L_ (o 0 w—, E r- U �SO(D3:: = _j 41 SO -.t co UJI CL _'_57 / ZL _-) � lfD ,gz-s / Ow.. PROJECT / FILE NO. 5066001 DRAWING R G NO. IR A DATE DRAWN: 3 F 3/27/041 H !32 40 i m Ell 0 GRAPHIC SCALE ■1 0 10 20 4n AI ■■11 ( IN FEET O 11 1 INCH = 20 FEET LIM Spray IIRadtue Prsaeurat in Speay Pattern Noale fIt, Pat GPM Traj 360'Arc 15F 15, 30 3.11 28' ® 12F 10F 12' 10' 30 30 2.95 1.05 28' 7F i' 30 .95 15' 0' 2i0'Arc 15TQ 15, 30 21S 28' 12TQ 12' 30 2.14 28' 225' 4rc 15TT 15' 30 2.48 28• 12TT 12' 30 1.90 28' 180'Arc 1514 15' 30 1.86 28' 12H 12' 30 IA2 25' A% 10H 10' 30 .9'i 15' 1H -11 30 .48 0' 135'Arc 15T 15' 30 124 28' 12T 12' 30 0.95 28' 10T 10, 30 0b5 15' 30 0b5 10' 90'Arc 150 15' 30 0.93 28' ® 100 10, 30 0.49 15* 'iQ -7' 30 024 0' Ad j'Arc 15VAN 15' 30 Varies 28' 12VAN 12' 30 Varies 26' 10VAN 10' 30 Varies 15' &VAN i' 30 Varies 0• Strips LCS 5x15 30 0.65 MMI RCS DX15 30 0.65 MINNIE SS 5x30 30 130 1-20 ULTRA STANDARD NOZZLES 9.0 SN 40 41' 6.0 GPM 3B SN 40 40 30 GPM IB SN 40 33' 1.4 GPM 1-20 ULTRA SHIRT RADIUS NOZZLES 3 0 SR 40 24' 2.1 GPM 20 SR 40 M, 11 GPM IB SR 40 24' 13 GPM 1.0 SR 40 li' 20 GPM .75 SR 40 24' .68 GPM 1-20 ULTRA LOW ANSALE NOZZLES 4.5 LA 40 34' 3 9 GPM 2B LA 40 w 2.5 GPM 2.0 LA 40 2-1' 1.9 GPM 2 -1/2" MAI LINE AND VALVES (SHOWN OUTI: PROfi=ERTy LIMITS FOR ARITY ONLY (TYP). IRRIGATION LEGEND 8YM90LS •+e 0- 0m Mo" •EQ MFR HUNTER DESCRIPTION INST-CV POP-UP W/ RECLAIMED WATER COVER NOZZLE PSI GPM RAD SEE SPRAY NOZZLE CHART AND PLANS REMARKS SEE DETAIL Jv_ HUNTER INST-CV SPRAY POP-UP WITH A MULTI -STREAM BUBBLER NOZZLE r 5® s' SEE DETAIL -o- HUNTER INST-CV SPRAY POP-UP WITH A MULTI -STREAM BUBBLER NOZZLE s-csT-e 30 38 5' SEE DETAIL 0 HUNTER INST-CV SPRAY POP-UP WITH A PCN BUBBLER NOZZLE-sm 5m 3' SEE DETAIL ®� HUNTER 1-20-ARV ULTRA ROTOR WiTH RECLAIMED WATER COVER SEE ROTOR NOZZLE CHART AND PLANS SEE DETAIL O HUNTER ICC-4400-SS CONTROLLER TO BE LOCATED IN THIS GENERAL AREA. WITH RAIN-CLIK RAIN SENSOR (120 VOLTS 10 AMP BREAKER) SEE DETAIL HUNTER ICV-201G-FS-R SERIES ELECTRIC REMOTE VALVE, SIZE PER PLAN. SEE DETAIL H APPROVED LINE SIZE BRASS GATE VALVE, SEE SPECS. SIZE PER PLAN. SEE DETAIL APPROVED CLASS SCH 40 PURPLE PVC MAINLINE SiZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 160 PVC LATERAL LINE. IRR CONTRACTOR IS RESPONSIBLE FOR SIZING PIPE ACCORDING TO MANUFACTURER SPECIFICATIONS SEE DETAIL APPROVED SCH 40 PVC SLEEVE -MIN. TWICE THE INNER PIPE DIA. CONTROL WIRE SHALL BE SLEEVED SEPARATELY SEE DETAIL APPROVED INSTALL (3) SPARE WIRES PLUS A COMMON FROM IRRIGATION CONTROLLER TO THIS POINT. SEE DETAIL O APPROVED 2" RECLAIMED WATER METER BY OTHERS. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING A 3" RPZ TYPE BACKFLOW DEVICE SEE DETAIL Lk\\'*vw1N'_n IS Em 0 9, 0 RON IN SIR JA , . WAMA It 10 IN 7 S � 23 %� 'SLEEVE (T1I SEE LEGEND) 6 IN-04 22 " 76 0 N � N wtu4�c Go N Q=� O pN I N,NDp U (n �3¢0 t �� fr- � CL wm J Z W cnx0 >�LL_"'6 Q cf) Q .O N O OEzm.O IJ _JJ • O c Do 4c, rn WW` aY00:3 D) OWai w:m Z ! NW viL(o°E r 4- L 3 y W 0 y y a o 0 LL'S .0 /. UAC PROJECT / ME NO. 5066001 DRAWING NO. IRR-2 �iC�/7 / y/? DAZE APPROVED; . DRAWN: OF FlA REGISTRATION N0.- C6� % DATE : _ Z `� ""/ 8/27/O4 SH 3i� in z 0 In w D= o _ 0 I 13 tn bD a MATCHLINE (SEE SHEET IRR-2)�\\,Y1 / s i Y F GRAPHIC SCALE 0 10 20 40 ° ( IN FEET ) 1 INCH = 20 FEET 31 nn nn APPROVED FiA REGSTRAMON 9 U) z 0 cn w I rILM limb 95 11 -- 84-,X %0 yam � %o VAN 111011, I'Av SLEEVE (TYf=. SEE LEGEND) sm z 0 En cr lai zr I L L12- OF L."""""", ol 40 .10F ---:, ZH ON ....... rl% AMI I M hr J(w f 13 NJ lv 67 66 65 64 RZ ss OF 4OF 10 ------------ OF 1aF �,' ss ss ss 9 b O U W O O (O 0 0 NOT PLAT D 49LA Imo_ SLEEVE (TYf=. SEE LEGEND) II 12 ...y I I Fes" GRAPHIC SCALE 0 10 _ 20 40 ( IN FEET ) 1 INCH = 20 FEET O APPROVED: FLA. REGMIRAMON NO. (r Z `�, —Ozf DATE NcnN W WU Q Do DO 1� 0 Q = U5 8 I U fn N�-'!NDO Q O (L) F, co C(op n � �? r- O _I Q :3M X Co: 0 0 Z W o Q N Cn o U 0mmo Z • • O 0 cc Oo o, Y DO WCcZ C)Q1 Oo0) W W Z z Ui L-^ o Z • 41i�'' 3 3 W a- C9 �U cS z VJ F a 0 m fA Q ZL Q d Q AES OMN. (yam PROJECT / ME NO. 5066001 DRAWING NO. IRR-5 DALE DRAWN: 3 `+ �7F 8/27/04 SH3, rn z 0 Li Of 0 iRRiGATION LEGEND SYMBOLS MFR DESCRIPTICN REMAP" 9+e-(�- HUNTER INST-CV POP-UP W/ RECLAIMED SEE SPRAY NOZZLE Qm 4 MQ WATER COVER CHART AND PLANS SEE DETAIL Jv_ HUNTER INST-CV SPRAY POP-UP WiTH A MULTi-STREAM BUBBLER NOZZLE MAN- s0 5, BEE DETAIL HUNTER INST-CV SPRAY POP-UP WiTH A MULTI -STREAM BUBBLER NOZZLE s-csr-a 3s s' SEE OETAiL 0 HUNTER INST-CV SPRAY POP-UP WiTH A PC1_s0 PCN BUBBLER NOZZLE 30 50 3' SEE DETAIL ® HUNTER 1-20-ARV ULTRA ROTOR SEE ROTOR NOZZLE WITH RECLAIMED WATER COVER CHART AND PLANS SEE DETAIL O HUNTER ICC-4400-SS CONTROLLER TO BE LOCATED IN THIS GENERAL AREA. WiTH RAiN-CLIK RAiN SENSOR (120 VOLTS 10 AMP BREAKER) SEE DETAIL HUNTER iCV-20)G-FS-R SERIES ELECTRIC REMOTE VALVE, SiZE PER PLAN. SEE DETAIL APPROVED LINE SIZE BRASS GATE VALVE, SEE SPECS. SIZE PER PLAN SEE DETAIL APPROVED CLASS SCH 40 PURPLE PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 160 PVC LATERAL LINE. 1RR CONTRACTOR IS RESPONSIBLE FOR SIZING PIPE ACCORDING TO MANUFACTURER SPECIFICATIONS SEE DETAIL s� APPROVED SCH 40 PVC SLEEVE -MIN. TWICE THE INNER PIPE DIA. CONTROL WIRE SHALL BE SLEEVED SEPARATELY SEE DETAIL APPROVED INSTALL (3) SPARE WIRES PLUS A COMMON FROM IRRIGATION CONTROLLER TO THiS POINT. SEE DETAIL w0 APPROVED 2" RECLAIMED WATER METER $Y OTHERS. IRRIGATION CONTRACTOR 1S RESPONSIBLE FOR INSTALLING A 3" RPZ TYPE BAGKFLOW DEVICE SEEETAIL D "MR NOZZLE G"fW Spray Pattom MPR Nozzle Radius Pressure Flow Po. i GPM Spray Trajor-toN 360'Arc 15F 15' 30 3.11 25' ® 12F 10F 12' 10' 30 30 2.85 195 28' 15' 'iF V 30 S5 0' 210'Arc 15TQ 15' 30 2.19 28' 12TQ 12' 30 2.14 2S' 225'Arc 12TT 12'' 30 90 28' 180'Arc 15H 15' 30 I.B6 28' 12H 12' 30 1.42 28' w 10H 10' 30 cj I 15' 30 135'Arc 15T 15' 30 124 28' 14 12T 12' 30 0.95 28' 10T 10' 30 0b5 15' IT y 1' 30 0.65 10' SO'Arc 15Q 15' 30 0 93 28' 12Q 12' 30 0.11 28' \ 100 10' 30 0.49 15' iQ it 30 024 0' Ad j'Arc 15VAN 15' 30 Varies 28' 12VAN 12' 30 Varies 28' 10VAN 10' 30 Varies 15' SVAN 1 30 Varies 0' Strips LCS 5x15 30 0.65 RCS 5x15 30 0b5 SS 5x30 30 130 b E 1-20 ULTRA STANDARD NOZZLES 8.0 SN 40 41' 6.0 GPM 35 SN 40 40' 3.0 GPM 15 SN 40 - 33' 1.4 GPM 1-20 ULTRA SHIRT RADIUS NOZZLES 3.0 SR 40 24'2.1 GPM 2.0 SR - 40 - _ 17' 1.7 GPM 15 SR 40 24' — 13 GPM 1.0 SR 40 17' 90 GPM 75 OR 40 24' b8 GPM 1-20 ULTRA LOW ANGLE NOZZLES 45 LA 40 34' 39 GPM 2.5 LA 40 30' 25 GPM 2.0 LA 40 21' 1.5 GPM r 2-1/2" MAINLINE AND VALVES (SHOWN OUTSIDE PROPERTY LIMITS FOR CLARITY ONL`i' l--. L J ry ry NOT PL= TTED I cn Jill III C/1) APPROVED : FiA REGISTRATION - = m ® ® ® m of tcl-o to Wcn C� Q Z a0 m Nce N�O U to N co Ad O ��co ICr�a. Noo�m Cl�Z >pLL =ZW i/i Q'i No O — 0 Z • • O m O � M-z rn cn En -4S `ow¢a� o W W W WZ —N4-= viL.C°0E Wn CO U 3 Q d 2 H W F a 0 w H a CIO a-<C 0 � LIES OMN. Gri1G PROJECT / FILE NO. 5066001 DRAWING NO. IRR-6 DATE DRAWN: Z 7 OF 8/27/04sm J cn z 0 En w I Ri IGAT I ON LEGEND BYMeoLB MFR DE8mF`TIO4 NOZt1.E Pal c,PM RAD REMARKS qi-e�0- HUNTER INST-CV POP-UP W/ RECLAIMED SEE SPRAT' NOZZLE Qm 4� � WATER COVER. CHART AND PLANS SEE DETAIL Jv_ HUNTER INST-CV SPRAY POP-UP WITH A MULTI -STREAM 6UBBLER NOZZLE MOBN_sw 9m .rw $ SEE DETAIL HUNTER INST-CV SPRAY POP-UP WITH A MULTI -STREAM BUBBLER NOZZLE s_caT-s 3m 38 5' SEE DETAIL o HUNTER INST-CV SPRAY POP-UP WITH A PCN 15U155LER NOZZLE ill-50 3] Bm 3. SEE DETAIL ®®O HUNTER 1-20-ARV ULTRA ROTOR SEE ROTOR NOZZLE SEE DETAIL WITH RECLAIMED WATER COVER. CHART AND PLANS O HUNTER ICC-4400-55 CONTROLLER TO BE LOCATED IN THIS GENERAL AREA. WITH RAIN-CLIK RAIN SENSOR (120 VOLTS 10 AMP BREAKER) SEE DETAIL HUNTER ICV-201G-PS-R SERIES ELECTRIC REMOTE VALVE, SIZE PER PLAN. SEE DETAIL ►/ APPROVED LINE SIZE BRASS GATE VALVE, SEE SPECS. SEE DETAIL SIZE PER PLAN. APPROVED CLASS SCH 40 PURPLE PVC MAINLINE SIZE AS NOTED ON PLANS. SEE DETAIL APPROVED SCH 160 PVC LATERAL LINE. IRR CONTRACTOR IS RESPONSIBLE FOR SIZING PIPE ACCORDING TO MANUFACTURER SPECIFICATIONS SEE DETAIL e� a APPROVED SCH 40 PVC SLEEVE -MIN. TWICE THE INNER PIPE DIA. CONTROL WIRE SHALL BE SLEEVED SEPARATELY SEE DETAIL APPROVED INSTALL (3) SPARE WIRES PLUS A COMMON FROM IRRIGATION CONTROLLER TO THIS POINT. SEE DETAIL O APPROVED 2" RECLAIMED WATER METER BY OTHERS. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING A 3" RPZ TYPE BACKFLOW DEVICE SEE DETAIL T ELL TEE THRUST BLOCK DETAIL �. RAIN-CLIK IRRIGATION CONTROLLER (SEE LEGEND FOR TYPE) JUNCTION BOX ELEC. CONDUIT AMETEK VP/10_�.1� VALVE BOX 14 1 DIRECT BURIAL / WIRE INSTALLED IN J CONDUIT OR UNDER MAINLINE. PLACE A LAMINATED LIST OF ZONE INFORMATION INSIDE CONTROLLER DOOR. CONTROLLER DETAIL E VALVE IDENTIFIER CAP ENDS AND STAKE STUB UP MEASUREMENTS FROM 2 REFERENCE POINT - 40' TO STUB UP. MARK BACK _ OF CURB zsm TAPE END -� INNER PIPE OF SLEEVE STUB UP SCH.40 SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK CODES FIRST) ROUGH IN SLEEVING DETAIL (REQUIREMENTS VARY - CHECK CODES FIRST) REDUCED PRESSURE F BACKFLOW r_ni v I IAIIl1AI DIRECTIONS. WATER METER BACK FLOW ELECTRIC VALVE 6" POP-UP SPRAY 12" POP-UP SPRAY DETAIL TYPICAL DETAIL TYPICAL DETAIL SHRUB SPRAY DETAIL DETAIL DETAIL IRRIGATION SYSTEM DESIGN MI-MRIA WATER SOURCE 1. WATER MUST BE DELIVERED TO THE SITE AT SUFFICIENT PRESSURE AND FLOW TO PROVIDE MAXIMUM PERFORMANCE AS SHOWN BELOW: PRESSURE REQUIREMENT - 65 PSI WORKING PRESSURE AT FIELD LOCATION AND ELEVATION - 40 PSI AT BASE OF SPRINKLER HEAD FLOW REQUIREMENTS - 85 GPM MAXIMUM FLOW RATE - 55 GPM MINIMUM FLOW RATE DIFFERENCES IN AVAILABLE FLOW AND OR PRESSURE WILL REQUIRE DESIGN CHANGES. 2. WATER SERVICE LINE, WATER METER, CHECK VALVES, SURGE PROTECTION, ETC.. AND PERFORMANCE OF THE WATER SOURCE ARE NOT A PART OF THESE DRAWINGS. HEAD LAYOUT 1. HEAD LAYOUT AND SPACING IS BASED ON AREA DIMENSIONS. ALL HEADS OF EACH ROW ARE SPACED EQUALLY ACROSS AREA. NOZZLE SELECTION BASED ON MINIMUM AMOUNT OF OVER SPRAY ON HARD-SCAPE WITH MATCHING PRECIPITATION RATES ON THE LANDSCAPE. 2. HEAD AND LATERAL SPACING WILL VARY WITH DIMENSIONS OF AREA. ADJUSTED SPACING MIGHT BE NECESSARY TO AVOID OVER SPRAY ON ANY HARD-SCAPE. ALL SPRINKLERS AND NOZZLES SHOULD BE SELECTED BASED ON SPRINKLER PERFORMANCE, SPACING, AND ARC OF COVERAGE, AND ACCORDING TO FIELD DIMENSIONS. PIPE SIZES 1. LATERAL PIPES SHALL BE SIZED SO THAT THE WATER VELOCITY DOES NOT EXCEED 5 FT PER SECOND. EXAMPLE: 1/2" 6 GPM, 3/4" 10 GPM, 1" 15 GPM, 1-1/4" 26 GPM, 1-1/2" 36 GPM, 2" 50 GPM, 2-1/2" 80 GPM, 3" 120 GPM PERFORMANCE STATISTICS 1. THE FOLLOWING PERFORMANCE STATISTICS WERE CALCULATED BASED ON INFORMATION SHOWN ON THIS PLAN. CHANGES IN OPERATING PRESSURE, HEAD SPACING AND OR NOZZLE SELECTION WILL EFFECT RESULTS. AVG. PRECIPITATION RATE FOR SPRAY ZONES - AVG. Pr. HEAD =1.58 in./hr. AVG. PRECIPITATION RATE FOR ROTOR ZONES - AVG. Pr. HEAD =.37 in./hr. RUN TIME FOR 1 OF WATER -SPRAY ZONES: 38 MIN. PER STATION (BASED ON AVG. PRECIP.) - ROTOR ZONES: 1 HR, 43 MIN. PER STATION (BASED ON AVG. PRECIP.) ZONE TYPE GF'M TIME 1 ROTOR ZONE 63 45 MIN. 2 SPRAY ZONE 16 10 MIN. 3 SPRAY ZONE 16 10 MIN. 4 SPRAY ZONE 85 10 MIN. 5 SPRAY ZONE 11 10 MIN 6 ROTOR ZONE 63 45 MIN. 1 SPRAY ZONE 65 10 MIN. 8 ROTOR ZONE 68 45 MIN. 9 SPRAY ZONE 18 10 MIN. 10 SPRAY ZONE 63 10 MIN. 11 SPRAY ZONE roe 10 MIN 12 SPRAY ZONE 68 10 MIN. 13 ROTOR ZONE 13 45 MIN. 14 SPRAY ZONE 63 10 MIN. 15 SPRAY ZONE 64 10 MIN 16 SPRAY ZONE 68 10 MIN. 11 SPRAY ZONE 18 10 MIN. 18 ROTOR ZONE 10 45 MIN. 19 SPRAY ZONE 80 10 MIN. 20 SPRAY ZONE 55 10 MIN. 21 SPRAY ZONE 85 10 MIN. 22 SPRAY ZONE 1610 MIN. 23 ROTOR ZONE 60 45 MIN. 24 SPRAY ZONE 85 10 MIN. 25 SPRAY ZONE 11 10 MIN. 26 SPRAY ZONE 11 10 MIN 21 SPRAY ZONE 62 10 MIN. 28 SPRAY ZONE 80 10 MIN. 2C3 SPRAY ZONE 80 10 MIN. 30 ROTOR ZONE 63 45 MIN. 31 SPRAY ZONE 80 10 MIN. 32 ROTOR ZONE 60 45 MIN. 33 SPRAY ZONE roe 10 MIN. 34 SPRAY ZONE 10 10 MIN. 35 SPRAY ZONE 62 10 MIN. 36 SPRAY ZONE 62 10 MIN. 31 SPRAY ZONE 10 10 MIN. 38 SPRAY ZONE 10 10 MIN. 39 SPRAY ZONE 12 10 MIN. 40 SPRAY ZONE 10 10 MIN. 41 SPRAY ZONE 62 10 MIN. 42 SPRAY ZONE 10 10 MIN. HUNTER NOZZLE CNAW Spray Pattern 1 ROTOR ZONE 63 45 MIN. 2 SPRAY ZONE 16 10 MIN. 3 SPRAY ZONE 16 10 MIN. 4 SPRAY ZONE 85 10 MIN. 5 SPRAY ZONE 11 10 MIN 6 ROTOR ZONE 63 45 MIN. 1 SPRAY ZONE 65 10 MIN. 8 ROTOR ZONE 68 45 MIN. 9 SPRAY ZONE 18 10 MIN. 10 SPRAY ZONE 63 10 MIN. 11 SPRAY ZONE roe 10 MIN 12 SPRAY ZONE 68 10 MIN. 13 ROTOR ZONE 13 45 MIN. 14 SPRAY ZONE 63 10 MIN. 15 SPRAY ZONE 64 10 MIN 16 SPRAY ZONE 68 10 MIN. 11 SPRAY ZONE 18 10 MIN. 18 ROTOR ZONE 10 45 MIN. 19 SPRAY ZONE 80 10 MIN. 20 SPRAY ZONE 55 10 MIN. 21 SPRAY ZONE 85 10 MIN. 22 SPRAY ZONE 1610 MIN. 23 ROTOR ZONE 60 45 MIN. 24 SPRAY ZONE 85 10 MIN. 25 SPRAY ZONE 11 10 MIN. 26 SPRAY ZONE 11 10 MIN 21 SPRAY ZONE 62 10 MIN. 28 SPRAY ZONE 80 10 MIN. 2C3 SPRAY ZONE 80 10 MIN. 30 ROTOR ZONE 63 45 MIN. 31 SPRAY ZONE 80 10 MIN. 32 ROTOR ZONE 60 45 MIN. 33 SPRAY ZONE roe 10 MIN. 34 SPRAY ZONE 10 10 MIN. 35 SPRAY ZONE 62 10 MIN. 36 SPRAY ZONE 62 10 MIN. 31 SPRAY ZONE 10 10 MIN. 38 SPRAY ZONE 10 10 MIN. 39 SPRAY ZONE 12 10 MIN. 40 SPRAY ZONE 10 10 MIN. 41 SPRAY ZONE 62 10 MIN. 42 SPRAY ZONE 10 10 MIN. HUNTER NOZZLE CNAW Spray Pattern HUNTER NOZZLE CNAW Spray Pattern MM Neale Radius PL Pressure Flow per GPM Spray TrajectoN 360'Arc 15F 15' 30 3.11 28' 12F 12' 30 2.85 28' 0 10F 10' 30 195 15' 1F 1' 30 210'Arc 15TO 15' 30 2.19 28' 12TO 12' 30 2.14 28' 225_',4rc 15TT 15' 30 2.48 28' 12TT 12' 30 190 28' 180'Arc 15H 15' 30 1,86 29' 12H 12' 30 IA2 28' Aft10H 10' 30 .91 15' 1H 1 ' 30 .48 0' 135'Arc 15T 15' 30 124 28' 12T 12' 30 0.95 28' IOT 10, 30 0b5 15' 'IT 1' 30 0b5 10' 90'Arc 15Q 15' 30 0.93 28' 1h 120 12' 30 0.11 28' 10Q 10' 30 OAS 15' 1Q 1 ' 30 024 0' AdJ'Arc 15VAN 15' 30 Varies 28' 12VAN 12' 30 Varies 28' 10VAN 10' 30 Varies 15' SVAN 1' 30 Varies gyp' Strips !• LCS BX15 30 0.65 um RCS 5x15 30 0.65 SS 5x30 30 130 CsENERr L NOTES 1) THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE EXPECTED TO MAKE THOSE MODIFICATIONS NECESSARY IN THE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. 2) ALL WORK SHALL CONFORM TO ANY AND ALL APPLICABLE REGULATIONS AND CODES FOR THE LOCATION OF THE WORK. THE INSTALLER SHALL OBTAIN ANY NECESSARY LOCATES, PERMITS AND INSPECTIONS. 3) ALL WORK SHALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO AVOID CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDER GROUND UTILITIES 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. 5) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWN EXACT MEASUREMENTS FROM HARD SURFACES. PLEASE SHOW WIRE DIRECTION 6) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, AND AND SHALL BE INSTALLED PLUMB AND WITH THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARD-SCAPING, TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 7) THE WATER SUPPLY FOR THIS SYSTEM SHALL BE REUSE SEE LEGEND FOR METER SIZE WITH APPROX. P.O.C.'S AS SHOWN. (SEE CRITERIA FOR SUPPLY REQUIREMENTS.) THE IRR. CONTRACTOR SHALL FOLLOW ALL LOCAL CODES PERTAINING TO REUSE WATER. 8) HIGH VOLTAGE POWER SUPPLY TO THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CONTROLLER AND THE LOW VOLTAGE WIRES AND COMMUNICATION CABLE TO THE CONTROL VALVES. 9) ALL CONTROL WIRING SHALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE THEN ELEC. CONDUIT SHALL BE USED FOR WIRE PROTECTION USING PULL BOXES 150' O.C. WIRES SHALL BE TAPED EVERY 20 L.F. WITH ADEQUATE SLACK AND SURGE/ EXPANSION LOOPS AND SHALL BE SPLICED ONLY IN VALVE BOXES, USING SNAP TITE CONNECTORS. THE CONTROL WIRE SHALL BE OF#14 PVC JACKETED, SINGLE CONDUCTOR CABLE, USING RED FOR "HOT" AND WHITE FOR VALVE COMMON. (SEE PLAN FOR SPARE WIRES.) 10) ALL PIPING AND WIRE PASSING UNDER PAVED AREAS SHALL BE SLEEVED WITH SCH 40 PVC PIPE, SIZED A MINIMUM OF TWO NOMINAL SIZES LARGER THAN CONTAINED PIPE. 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) RE -USE WARNING SIGNAGE OR APPROVED TYPE SHALL BE INSTALLED IN REQUIRED LOCATIONS. REFER TO DETAILS BELOW FOR EXAMPLE OF THE SIGNAGE CONFIRM APPROVAL OF THE SIGNAGE BY THE LOCAL CITY BUILDING DEPARTMENT. 13) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST CLARIFICATION. 14) THE MAIN LINE AND ALL PIPING 3" AND LARGER SHALL BE THRUST BLOCKS AS SHOWN IN DETAILS BELOW. 15) THE IRRIGATION CONTRACTOR IS TO INSTALL 6" POP -UPS IN ALL LAWN/SOD AREAS, AND TO THROW UNDER HEAVILEY LANDSCAPED AREAS. REFER TO THE LANDSCAPE PLAN FOR PROPER HEAD SELECTION. 16) THE IRRIGATION CONTRACTOR IS TO INSTALL 12" POP -UPS TO COVER ALL AREAS LANDSCAPED WITH SMALL PLANTINGS AND GROUNDCOVER MATERIAL REFER TO THE LANDSCAPE PLAN FOR PROPER HEAD SELECTION. 17) ALL LAWN/SOD AREAS UTILIZED BY PEDESTRIANS ARE TO POP -UPS, NO RISERS ARE TO BE USED. 1-20 ULTRA STANDARD NOZZLES 8.0 SN 40 41' 6.0 GPM 35 ON 40 40' 3.0 GPM 15 SN 40 33, 1.4 GPM 1-20 ULTRA SHIRT RADIUS NOZZLES 32 SR 40 24' 2.1 GPM 2.0 SR 40 11' 1.1 GPM 15 SR 40 24' 13 GPM 1.0 OR 40 11' 90 GPM .15 SR 40 24' " GPM 1-20 ULTRA DETAIL USE CODE DEPTHS IF GREATER TRENCH DETAIL TITE CEMENT. (TYP.) 4" POP-UP ROTOR ROUGH IN DETAIL ABOVE)' ­ SLEEVE DETAI L LINE SIZE BRASS C,ATF VAI V;r GATE VALVE DETAIL APPROVED nA. REGISTRATION NO. 40e DATE ^�- wv¢ C p 00 N 0 NN(NO N DO ag AdQO CO rI V) LLJ W WCLC- N(0 to M 't o0 O U J �NvJ c ~ =04 n c _ ° o �ZZ W >°cL-oE Q .- N � � U ZLL-M OL v s d, �v)5 W W IZr.! o`o�1¢� 0-0)"- = wZ ZZ • uj�oo'E Z ..¢.I �+'r, _'.;3 co's�U 3 W C9 Mtn NJ w F a V 0 y a .M 0 a''s OMN. AAK PROJECT / FILE NO. 5066001 DRAWING NO. IRR-7 DATE DRAWN: OF 3/27/04 3 En z 0 w o: _ D TE c PR A-Abra-Key-Dabra 333 Franklin Street Building Plans 10/04/04 CA let Sign. Denied 10/05/04. ABC Fine Wine & Spirits AX-04-05-18 Annexation 0521/04 TJ 1at Staff comments sent to applicant 7/30/04. A Better Mobile Small Scale Site Storage SS-2004-029 Plan 10/15X14 CA 1st Staff comments sent to applicant 11/11104. Albertson's Shopping Center - 1542 E. Silver Star Road Building Plans 1129M CA 1st Sign -Blockbuster Amscol / Hollywood Video SS-2004-024 Small Scale 09/02/04 TG 2nd Staff comments sent to applicant 10/1104. AmSouth Bank SS-2004-025 Small Scale 10/15/04 CA 2nd Staff comments sent to applicant 11/18/04. Arden Park RZ-04.08-01 Rezoning 08/05/04 CA 1st Staff comments sent to applicant 9/30/04. Avant -West Groves Westyn Bay - Phases 4 & Large Scale Final 5 LS-03-005 Subdivision Plan 1120103 RL 2nd Staff comments sent to applicant 12117103. Small Scale Site Bank of America SS-2004-21 Plan 1027104 CA 3d Staff comments sent to applicant 11/30N4. Bank of America - Ocoes Commons PUD -10201 W. Colonial Drive Building Plans 11/05/04 CA tat New Conmercial Building. DENIED 12/02104 Small Scale Site BP Retail Facility SS-2004-019 Plan 0728N4 CA 2nd Staff comments sent to applicant 9114104. BP Amoco -10960 West Colonial Drive Building Plans 08/06/04 RW 1st New Convenience Store DENIED 9/15104. CFI Call Center - Scotty's SS-2003-012 Small Scale 1120/03 RL ist Staff comments sent to applicant 12117/03. 12/82004 1 of 10 PROJE Citrus Medical Center - 3490 Old Writer Garden Off -Site Force Road LS-99-014 Mein 11/30104 CA tat Staff comments due 1227104. Citrus Medical Center - 3490 Old Winter Garden Amendment #1 to Road LS-99-014 Subdivision Plan 0921104 CA 1 at Staff comments sent to applicant 11/02/04. Citrus Oaks Office Small Scale Site Center SS-2003-003 Plan O8/16104 TG 6th Staff comments due 1229104. CNCA Restoration of dockage 400 Replacing existing dock located on Lake Prime Vista. APPROVED Orlando Avenue lBuilding Plans 1028/04 CA 1 11/3104 Creekside Preliminary Townhomes LS-04-008 Subdivision Plan 02/19/04 RL list Staff comments sent to applicant 324/04. Creekside Tovmhomes Traffic Study 0SM5104 JR Staff comments sent to Traffic Planning Design 828I04. Crestwood Final Subdivision Commons LS-04-016 Plan 11/05/04 CA 3rd Staff comments due 12/3/04. DRC held 12/7/04. Preliminary Staff comments sent to applicant 4120104.Addidonal letter sent on Crown Enterprises LS03-004 Subdivision Plan 0328/04 RL 2nd 6r7/04. Crown Enterprises Traffic Study 10/01/03 JR Traffic Study - Sent to applicant 10/17/03. CVS Pharmacy 1612 E. Silver Star Road lBuilding Plans 1111111601 CA Sign. APPROVED 12/01/04 Waning to nnanze agreement. issues on annexation - Towli up. City Commission action on annexation agreement HOLD - Small Scale Pre- OWE MONEY. Have they signed agreement? Paid fees? No Deeper Life Annexation water until pay fees. Sent letter 6/24104 regarding Insufficient Assem AR-02-08-04 Agreement 08I1 TG let plan submittal. 121 W004 2 of 10 M I Deeper Life Assembly Water Line 09/15/03 RL Staff comments sent to applicant 9/15/03. Deeper Life Assembly AX-04-07-20 Annexation 0528/04 TJ tat Staff comments sent to applicant 9/10104. Final Subdivision Eagles Landing LS-04-025 Plan 11/16/04 CA let Staff comments due 12/14/04. Small Scale Site Equimax Building SS-2003-017 Plan 0520/04 TG 2nd Staff comments sent to applicant 7112104. Large Scale Joint Planning Area Amendment / JPA-01-001 Comp Plan CPA-01-002RZ- Amendment & Faraway Farms 01-06-01 Rezoning 0423102 RW 4th Went to PM 5113103. Denied at September 16, 2003 CC Meeting. On hold until City receives all required documents. Approved Moore Direct SS-2003-014 Small Scale 03/28/04 RL 3rd 11110104. Forestbrooke Phase 3 LS-2001-001 Plat 11/01/04 CA 4th Staff comments due November 22, 2004. APPROVED 1110/04. Forest Trails Plans 10/12104 CA 2nd Lift Station comments due 1020/04. Dr. Fravel -1291 Blackwood Avenue Building Plans 09/07/04 CA Sign DENIED 9/15/04 Goodman Centre 9801 W. Colonial Drive Building Plans 10/12/04 CA 2nd Sign. APPROVED 10/12/04 Goodman Centre / Kane's Furniture Plat 12/01/04 CA 2nd Staff comments due December 22, 2004. Good Homes Realty - 8 BI Word Avenue Building Plans 10/14/04 CA 2nd Sign. Good Homes Preschool 1-09-5E-004 Special Excetion 09/09/04 CA tat Staff comments sent to applicant 10/14/04. 12/82004 3 of 10 PROJECT.N Grace Community Preliminary Site Church LS-03-006 Plan 09/14/04 AF 4th Staff comments sent to applicant 10/12/04. Preliminary _ Grace Community Certificate of Church 249-2894-PCC Concurrency 01/05104 Ti 1st Staff comments sent to applicant 2/3104.ON HOLD Grace Community Traffic Church Methodology 03/11/04 JR Staff comments sent to applicant 3119M. Health Central Parking Lot Expansion IModifications 12/10/03 1 RW tat IStaff comments due 1116104.ON HOLD Health Central Small Scale Site Expansion SS-2004-027 Plan 0923104 CA tat Staff comments sent to applicant 11/2/04. Hudson @ Ocoee Large Scale Furniture Store Preliminary Site Expansion LS-2004-022 Plan 10/14/04 CA tat Staff comments sent to applicant 1122/04. Immigration and Secretarial Services - 525 N. Lakewood Avenue Building Plans 11/0901 CA Sign Preliminary Ingram Estates LS-04-011 Subdivision Plan 081OW04 CA 3rd Staff comments sent to applicant 11/4/04. Ingram Estates Traffic Study O6/17104 is 2rId Staff comments due 8/12/04. KanWs Furniture Store 9775 W. Colonial Drive Building Plans 09/02/04 CA tat Sign DENIED 9115/04 Kensington Manor 1415 WhileFriar Drive Building Plans 11/09/04 CA tat Community Building. APPROVED 11/15/04 Kensington Manor 1854 Palmerston Circle Building Plans 11/15/04 CA let Cabana with parking. DENIED 12/06/04 12/82004 4 of 10 OF. NOER REVI .. PROJEC7-Small Kensingto 1854 Palm Circleuilding Plans 11119/04 CA tat Swimming Pool and Deck Lake Ben Medical C Scale Site Building 3an 09/14/04 CA 4TH Staff comments due 928/04. Lake BenMedical Cnal Certificate Building 3 of Concumancy 05/14/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Terry James met with Mr. Learn on 929/03. Waiting for applicant Learn Annexation A%-03-09-01 Annexation 09/05/03 TJ tat to submit required information. Traffic issues meeting. Comments sent to applicant 11/19/02, Received letter from Hal Cantor. Steve Dill back up material in Magnolia Ridge, Preliminary project cubby. Discussed at City Attorney Day on September 4, Phase 1, 2 & 3 LS-2001-003 Subdivision Plan 08102/02 RL 2nd 2003.Scheduled for 5112104 City Attorney Day. ON HOLD Small Scale Site Maguire Crossing SS-2004-022 Plan 11/17104 CA 3rd Staff comments due 12/15/04. Preliminary Certificate of Maguire Crossing Concurency 0429/04 Ti PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Small Scale Site Maguire Pointe SS-2004-028 Plan W15104 CA 2nd Staff comments due 12/10/04. Large Scale Maguire Road & Preliminary SR 50 (BA s) LS4004-009 Subdivision Plan 03/15004 RL tat Staff comments sent to applicant 427/04. Maguire Road and Staff comments due 6118/04.PER RUSS, HOLD UNTIL FURTHER SR 50 (B.J.'s) Traffic Study 06/14104 JS let NOTICE.825/04. Maguire Road and Preliminary Moore Road LS-2004-01BA Subdivision Plan 08/18/04 CA 1st Staff comments due 920/04. Final Subdivision Staff comments sent to applicant 9114/04. DRC held 9/17/04. McComtick Woods LS-2001-002 Plan 08/08/04 CA 3rd Going to 10112/04 P&Z & 11/02/04 CC, 12/82004 5 of 10 STA r P McDonald's Lobby Expansion SS-2003-016 Small Scale 07/30/04 AF 1st Staff comment sent to applicant 8/5/04. McDonald's 1620 E. Silver Star Road Building Plans 11/01/04 CA 1st Base of sign only. APPROVED 11/02104. Meddeth Office SS-2003-013 Utility Plan 11109104 CA tat Staff comments due 12/8/04. Meddeth Office SS-2003-013 Landscaping Staff comments due 12113104. Small Scale Site M.I. Ranchito SS-2001.006 Plan 11/11103 TG 3rd Staff comments sent to applicant 12/5W. M.I. Ranchito Plat 0420/03 RL Staff comments sent to applicant 822103. M.I. Ranchito VAC-03-002 ROW Vacation 03/03103 RL let Staff comments sent to applicant 822N3. M.I. Ranchito Traffic Study O5/11/03 JR Staff comments sent to applicant 8/22/03. Concept Design Plan Road M.I. Ranchito Improvements 0223/04 RL 1 at Staff comments sent to applicant 3/17104. Nextel Communicalions, Inc. Cellular Tourer Met wl Jason Peery 10/9102. JW talked to Jason in February - they - South Ocoee Site 1-25E-2002 Special Exception 07211= JW 1st are going to resubmit. Oak Trail Reserve Traffic PUD Methodology 12MO103 JR 1st Staff comments sent to traffic consultant 1/23/04. Ocoee Business Final Subdivision Park - Lot 2 LS-2001-015 Plan 1122I04 AF 3rd Staff comments due 1220104. Ocoee Business Final Certificate Park - Lot 2 of Concorrency 0526M TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Ocoee Business Park - Lot 2 LS-2001.007 Plat 1020/04 CA 2nd Staff comments due 11/1 0/04.APPROVED 1027/04. Ocoee Commerce Preliminary Center LS4)4-013 Subdivision Plan 1 1027/04 1 TO I 2rx1 IStaff comments due 1124/04. 12/8/2004 6 of 10 REV PR Ocoee Commerce Center Traffic Study 06114/04 JS tat Staff commends due 6/30104. Ocoee Commerce Center - 1161 Blackwood Avenue Building Plans 11105/04 CA 1st Monument Sign. DENIED 11/10/04 Ocoee Commerce Park - 530 Ocoee Commerce Parkway Building Plans 11/01/04 CA 2ND New Medical Building. DENIED 11/10/04 Ocoee Commons Tract C Townhomes (Crestwood Wall & Commons) Landscape Plan 11/01/04 CA 2nd Staff comments due 11112104. Ocoee Commons - Preliminary & Shoppes of Ocoee LS-2004-023 Final Site Plan 10/19/04 CA 1 at Staff comments sent to applicant 11/17/04. Ocoee Commons PUD AP-02-03-01AA Plat 11/19104 CA 4th Staff comments due December 10, 2004 Ocoee Shopping Small Scale Site Center Addition SS-2002-005 Plan 05/03004 TG 4ih Staff comments sent to applicant 5/19104. Palm Drive Sewer Annexation & Treatment Plant Rezoning Waiting for Engineering Staff comments sent to applicant 11102/04.. Combine these Plantation Grove Preliminary Site comments with the submittal for Maguire Road and Moore Road PUD Phase 3 Plan 09/10/04 CA 1st submittal. Prairie Lakes - Preliminary Tract A LS-04017 Subdivision Plan 06/24/04 CA tat Staff comments sent to applicant 5/4/04. 12/8/2004 7 of 10 Prairie Lake Final Subdivision Reserve LS-04028 Plan 11/23/04 CA 1st Staff wmmenls due 1222/O4. Small Scale Site RMN Building SS-2003-015 Plan 11/17/03 RL 1st Staff comments sent to applicant 12/17Po3. TSRC held. Preliminary Roma Villa LS-2004-021 Subdivision Plan 10/18/04 CA 1st Staff comments sent to applicant 11/10/04. Sawmill Lot 11 Plat 11/02/04 CA Sawmill Lot 12 Plat 11/09/04 CA let Staff comments due November 30, 2004 Sawmill 7102 Sawmill Boulevard lBuilding Plans 08/09/04 CA Rebuild existing wall and fence Large Scale Preliminary Shoppes of Ocoee LS-2004-012 ISubdivision Plan 08/06/04 CA 2nd Staff wmments sent to applicant 9/17/04. Preliminary & Final Certificates Shoppes of Owes of Concurrency 05/04/04 TJ PER RUSS, HOLD UNTIL PROJECT IS APPROVED. Shoppes of Ocoee Traffic Study 08/13104 JS 1 at Staff comments sent too applicant 9/17/04. Shoppes of Ocoee - Relocation of Maine Street LS-2004-012 08/30/04 CA fat Staff comments sent to eppliwnt 9117/04. Silver Crossing - 421 N. Clarke Road Building Plans 11/23/04 CA 1st Sign - Contemporary Tanning & Massage Silver Crossings 1746 E. Silver Star Road Building Plans 11/30/04 CA 1st Sign - Neil Center Sobik's - 340 Ocoee Apopka Road Building Plans 03118Po3 RL Fence. Waiting for letter from applicant. ON HOLD 12/8/2004 8 of 10 eTYP PROJECT NAME P,R - UB State Farm Building 10700 West Colonial Drive Building Plans 10/21/04 CA Site Photomel ic. APPROVED 10/25/04 State Fan Building 10700 West Colonial Drive Building Plans 11/10/04 CA Building - Outside Lighting. APPROVED 11/17104. Small Scale Site SYSCO SS-2003-009 Plan 07/17/03 TG Staff comments sent to applicant 8003. 399 Enterprise Road lBuilding Plans 10121/04 1 CA 1st ISign. Denied 10127/04. Large Scale Tomyn Business Preliminary / Final Park LS-2002-006 Site Plan 04/07/04 RL 3rd Staff comments sent to applicant 5/19104. Tomyn Business Park ROW Vacation 04/07/04 RL Staff commends due 4I30I04. Tomyn Business Park Traffic Stud 05/21/03 RL Staff comments due 4/30104. Town Square Shopping Center 11029 W. Colonial Drive lBuilding Plans 11/16104 1 CA ISign - Old Time Pottery. APPROVED 11/18/04. Small Scale Site Tvristie Treat SS-2004-020 Plan 08/04104 CA 2nd Stair comments sent to applicant 9/14/04. Village Small Scale Site Marketplace Plan 11/10104 CA 1st Slag comments sent to applicant 11117/04. Preliminary & Villas of Final Subdivision Wootlsmere LS-2004-024 / Site Plan 10/22/04 CA 1st Slag comments sent to applicant 11/30/04. The Vine ards Grading 09110104 CA let Staff comments due 994104. 12/8/2004 9 of 10 PR Recreation Amenity The Vineyards Revisions CA Staff comments sent to applicant 828/04. Wesmere Preliminary Tovmhomes LS4)4-020 Subdivision Plan 1124104 CA 4th Staff comments due 1227/04. Wesmere PropertyNillages of Wesmere Traffic Study 0=3104 CA 2nd Staff comments due 10115104. Wesmere Property/Villages Preliminary of Wesmere LS-04-010 Subdivision Plan 0928/04 3rdA Staff comments sent to applicant 11/3104, Preliminary Certificate at Wesmere Props LS404-020 lConcumency 1121/04 1 TJ lot IStaff comments due 1129/04. Preliminary Westbddge LS-2004-019 Subdivision Plan OMI/04 CA tat Staff comments sent to applicant 1115104. Preliminary Subdivision Plan I Amendment to Wesbidge PUD 91-0002A PUD I SSCPA 05114104 TG MIN Staff comments due 6/10104. Preliminary Subdivision Plan Westddge PUD LS-91-002B & Land Use Plan 10/1N04 CA 1st Staff comments due 10/22/04. Westyn Bay Grading Plans 12/11/03 RL 1st Staff comments sent to applicant 4/14/04. Westin Bay Tovmhomes LS-2003-005 1123I04 CA 2nd Staff comments due 1222/04. Westin Bay Revised Grade Tovmhomes LS-03-005 Lots OaMS/04 CA tat Staff comments due 820/04. Whispering Pima Preliminary Subdivision LS-04-014 Subdivision Plan 0524/04 TG 1at Staff comments sent to applicant 727/04. Vacation & Wofford Road VAC404-04 Abandonment =18/04 TJ 2nd Staff comments sent to applicant MGM. 12/8/2004 10 of 10