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HomeMy WebLinkAbout01-11-2005 Agenda Packetf f,-_ , Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) Tuesday, January 11, 2005 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held December 14, 2004 III. OLD BUSINESS None IV. NEW BUSINESS A. Ocoee Business Park, Phase 1, Lot 2 1. Preliminary/Final Large Scale Site Plan V. MISCELLANEOUS A. Project Status Report B. January Calendar VI. ADJOURNMENT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 (PUBLIC HEARING) 7:00 PM 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 regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. O:1P & ZWgendas\Jan 11 2005 P & Z Agenda.doc City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER 11. A. Minutes of the Planning and Zoning Commission Meeting held on Tuesday, December 14, 2004 DRAFT THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, DECEMBER 14, 2004 CALL TO ORDER Chairman Golden called the meeting to order at 7:05 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 (arrived of 7.10 p.m.) McKey, Morris, Rhodus, and West. Also present were Community Development Director Wagner, Planning Manager Armstrong, Senior Planner Fabre, Senior Planner Grimms, City Attorney Storey, and Deputy City Clerk Brasher. ABSENT: Member Riffe, who was un-excused. Member Sills, who was excused. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, October 12, 2004. Vice -Chairman McKey, seconded by Member West, moved to accept the Consent Agenda as presented. Motion carried 7-0. NEW BUSINESS NORTHWEST SECTOR STUDY — Renaissance Planning Group Community Development Director Wagner gave background information regarding the Northwest Sector Study and introduced Whit Blanton and Julie Salvo, representing Renaissance Planning Group. Whit Blanton stated the focus of the study area is to determine how much development can occur in the study area given the infrastructure needs and associated costs. Julie Salvo stated the northwest area of Ocoee is a fast -paced growing area in a good location with the presence of a toll road, proximity to regional shopping and access to employment centers. She further stated that the demand for industrial and office is limited but the demand for residential is increasing which also increases the demand for retail in the area. Scenario Evaluation Ms. Salvo presented the following scenarios: DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 A. Residential -Focused — Low density residential and is similar to the City of Ocoee's future land use. This would add 8,600 dwelling units and nearly 6,000 jobs. B. Employment -Focused — Medium density residential with mixed -use of commercial/light industrial and office. This would add 8,300 dwelling units and nearly 7,000 jobs. C. Balanced Residential/Employment — Introduces high density residential and is a mix of commercial, office and light industrial. This would add 10,000 dwelling units and 6,800 jobs. Ms. Salvo stated that the north interchange -impact area would consist of mixed -use commercial and light industrial, employment -based land uses and would be supported by medium density residences. The south interchange -impact area would be anchored by light -industrial, "craftsman district" — a special purpose area providing a niche economy. Renaissance Planning Group recommends Scenario A — "Residential Focused" for the following reasons: Most supported by the market assessment Residential revenues will come quicker Character of developments is consistent and compatible with the City. Capitol Improvements (Transportation — Public Utilities — Fiscal Impact) Transportation Mr. Blanton stated that there is no transportation funding committed from public agencies in the next five to six years. The estimated cost of the roadway improvements would be $50.4 million. The recommended improvements are as follows: • Widen Silver Star Road • Re -align Silver Star Road • Widen Ocoee -Apopka Road • Extend Wurst Road • Widen Fullers Cross Road DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 Potable Water Increased water capacity would be needed as well as a new water treatment plant and additional transmission mains to service the area. The estimated costs for the water upgrades would be $6.5 million. Wastewater Additional capacity and re-routing of the wastewater would be needed as well as upgrading the existing wastewater treatment plant. The estimated costs for the wastewater upgrades would be $8.4 — $9.5 million. Ms. Salvo stated that the estimated infrastructure construction costs for the Northwest Sector would be $66.4 million plus an additional $17 — $20 million a day in general operating costs. Chairman Golden stated that if the County provides the utilities, the City would loose the revenue generated by the utilities and that would be a loss to the City. A lengthy discussion ensued regarding the Northwest Sector Study. The Planning & Zoning Commission members supported the following scenarios: Member Morris — Scenario B Member Campbell — Scenario A or B Member Keller — Scenario B Chairman Golden — Scenario A Vice -Chairman McKey — Scenario B Member West —Scenario B Member Rhodus — Scenario B Community Development Director Wagner said there is no correct answer to the Northwest Sector but it is important not to "over -zone" property and any one of these scenarios will require a lot of changes to the Comprehensive Plan. Member West asked when this would go before the City Commission. Community Development Director Wagner said there would be a Work Session with the City Commission in January 2005, and notices regarding the Work Session will be sent to the Public. DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 INGRAM ESTATES — PRELIMINARY SUBDIVISION PLAN Senior Planner Grimms presented the Staff Report for Ingram Estates Preliminary Subdivision Plan. The Ingram Estates property includes ±33.48 acres located on the southeast corner of the intersection of Ingram Road and McCormick Road. The subject property contains a house and several agricultural buildings. Along with the usual utility improvements, the property owner will provide 10-feet of additional road right-of-way on the south side of McCormick Road for future road widening. The proposed subdivision will consist of 104 single-family residential lots with a typical lot size of 9,000 square feet and a minimum living area of 1,400 square feet. Sidewalks will be provided along both sides of all internal streets as well as the front of the subdivision on Ingram and McCormick Roads. Ingram Estates will have one access point from Ingram Road and this subdivision will not be gated. There will be a six-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Ingram Road to the north boundary and westward 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. 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. The applicant will also install a right turn lane on McCormick Road at Ingram Road. The Development Review Committee (DRC) reviewed the Ingram Estates Preliminary Subdivision Plan on November 11, 2004. The DRC discussed the items in the report from the City Attorney's office and the Planning Division and the developer agreed to make the requested changes. The Engineering Department 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 issue. Also discussed was the alignment of the entrances to the Ingram Estates Subdivision and the McCormick Woods Subdivision being places directly opposite of each other on Ingram Road. The developer agreed to coordinate with the developer of McCormick Woods. The DRC voted unanimously to recommend approval of the Preliminary Subdivision Plan. 4 DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary Subdivision Plan for Ingram Estates Subdivision, as date stamped received by the City on October 7, 2004. The public hearing was opened. Robert Gormican, 980 W. McCormick Road, stated his concerns with street designs in the Ingram Estates Subdivision and asked why there is no "break -through" street through Ingram Estates to the larger parcel on the south border of Mr. Dill's property. He also asked that if Ingram Estates is not required to have a "break -through" street through to Mr. Dill's property, would his project be required to have a "break -through" street? Community Development Director Wagner said the connection south precludes negotiations with Mr. Dill for any connection north. The LDC requires inner - connecting streets as least every 1,000 feet, and two access connections for every subdivision. The adjoining property would give Ingram Estates the two access connections that are required. Mr. Wagner assured Mr. Gormican that the City does not intend to create a street straight through his property. Mr. Gormican suggested that the City gets in touch with Orange County Parks requesting that they construct bicycle trails for the children on the north side of McCormick Road. City Attorney Storey announced a disclosure that Foley & Lardner LLP represents the property owner for the McCormick Woods project; therefore, he would be unable to advise the City on any matters relating to that project. Stuart Krammer, representative for McCormick Woods, stated that the Preliminary Subdivision Plan for Ingram Estates had been reviewed and asked that the developer of Ingram Estates redesign and resubmit the infrastructure plans showing no reliance on McCormick Woods Subdivision for joint infrastructure, due to the fact that Ingram Estates relies on joint infrastructure use with McCormick Woods Subdivision. If the Preliminary Subdivision Plan for Ingram Estates is approved, it should be approved upon the condition that the developer of Ingram Estates enters into a Joint Use or Shared Infrastructure Agreement with the developer of McCormick Woods Subdivision. Ingram Estates does not have a lift station; it relies on connecting into the sewer of McCormick Woods. After nine months of discussion with the developer of Ingram Estates, the owners of McCormick Woods have not had satisfactory negotiations with the other party and would like this issue revolved so they can begin construction. Community Development Director Wagner asked for clarification from Mr. Krammer. Mr. Krammer stated that early on there was discussion that there would be joint infrastructure with McCormick Woods and there has not been an agreement signed to DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 that fact. Mr. Wagner said the project could still move forward and the details could be worked out later when the City has legal council to review the request unless the developers can come to an agreement before that time. Neil Hiler, representing Neal Hiler Engineering, stated he thought all of the necessary agreements had been entered into. Community Development Director Wagner asked if this agreement does not get worked out, is there a way to service the subdivision without going through the adjoining subdivision. Mr. Hiller said there was. The public hearing was closed. Member Keller said he understands the position where it would be difficult to ask the developer to construct six-foot sidewalks but he still wants to ask the developer if they would oppose constructing six-foot sidewalks. Member Keller, seconded by Vice -Chairman McKey, moved to recommend approval of the Preliminary Subdivision Plan for Ingram Estates Subdivision, as date stamped received by the City on October 7 2004 with the conditions that the developer widen the sidewalks to six -feet and work out the infrastructure issue between Ingram Estates Subdivision and McCormick Woods Subdivision. Motion carried 7-0. SHOPPES OF OCOEE - LOT Q-OCOEE COMMONS — PRELIMINARY/FINAL SITE PLAN Senior Planner Fabre presented the Staff Report for Shoppes of Ocoee. The Shoppes of Ocoee will be a restaurant/retail commercial establishment, located in the commercial designated portion of the Ocoee Commons PUD. The ±4.589 acre site is located on the north side of W. Colonial Drive just east of Blackwood Avenue adjacent to the West Orange Professional Center. This commercial building will consist of a total of 33,938 square feet of floor area of which a portion will be allocated for potential restaurant space. The structure itself will incorporate a ±51.8 feet high clock tower design with outdoor sitting areas for patron use. There are no wetlands on the site and the site is outside the 500-year floodplain. Several existing oak trees are to be preserved along the west and south property lines. These trees will be credited toward meeting the landscape requirements. The site will have primary access from W. Colonial Drive and secondary access from Blackwood Avenue through the internal Ocoee Commons PUD road network. A five -feet wide walkway with landscaping will be provided on Tract "P" and required landscape buffers will be provided on the west and east portion of Tract "P." D R A F i Planning and Zoning Commission Regular Meeting December 14, 2004 The applicant is requesting a waiver from Art. VI, Sec. 6-4, H (1), which requires that minimum size parking spaces be nine -feet wide by 20 feet deep. The purpose for the waiver is to preserve existing specimen trees and increase the available green area around the base of those trees within the parking lot area. Therefore, the applicant is formally requesting a relaxed standard from the LDC whereby certain parking spaces will only be 18 feet deep. In addition, the developer is proposing to provide wheel stops to separate and define the parking areas. Wheel stops are also proposed to protect sidewalk areas within the development. Staff supports this waiver in order to insure the survival of certain specimen trees and to ensure that the applicant provides the total number of parking spaces required. The Development Review Committee (DRC) met on November 18, 2004, and reviewed the Preliminary/Final Site Plan. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the plan were agreed upon. The applicants were made aware of the following issues: ➢ A building permit will not be issued until the Ocoee Commons "Plat" has been property approved, executed, and recorded. ➢ A building permit can be secured with the understanding that a Certificate of Occupancy will not be issued until certain infrastructure of Ocoee Commons PUD is constructed resulting in an issuance of a Certificate of Completion. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to the developer making changes specified in the reports and incorporating the waiver request into the proposal as discussed. These changes were made and shown on the plans date stamped "Received December 9, 2004." The plans have now been revised to address the issues that were discussed at the DRC meeting. However, there a few minor issues, which still need to be addressed before the City Commission formal site plan approval: ➢ 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. Planning and Zoning Commission Regular Meeting December 14, 2004 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 Commission recommend approval of the Preliminary/Final Site Plan for Shoppes of Ocoee, subject to the following conditions: ➢ Approval of the waiver pertaining to minimum size of parking spaces; ➢ Completion of Staff's additional comments, mentioned in this staff report, before City Commission action; ➢ Approval, execution, and recording of the Ocoee Commons PUD "Plat" before issuance of a building permit. Vice -Chairman McKey said he could not find a detailed bicycle rack on the plans and a good secure bicycle rack is important. Member Rhodus asked how many parking spaces would be minimized. Ron Henson, representing Design Services Group, said in order to save large specimen trees it would be necessary to minimize approximately 30% of the spaces. Discussion ensued regarding the parking spaces. Chairman Golden said he would like to see the lighting go down since there is already a lot of light pollution from Wal-Mart. A representative for the developer spoke regarding the lighting (inaudible). The public hearing was opened. As no one wished to speak, the public hearing was closed. Member West seconded by Member Campbell, moved to 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 parking spaces; B) Completion of Staff's additional comments, mentioned in this staff report, before City Commission action; and C) Approval execution, and recording of the Ocoee Commons PUD "Plat" prior to issuance of a building permit. Motion carried 7-0. CRESTWOOD COMMONS — FINAL SUBDIVISION PLAN Senior Planner Fabre presented the Staff Report for the Crestwood Commons Final Subdivision Plan. Crestwood Commons is a townhome community consisting of 97 units, which will occupy Lot "C" of the Ocoee Commons PUD. The site will encompass ±14.4 acres and is located east of Blackwood Avenue and north of W. Colonial Drive. Planning and Zoning Commission Regular Meeting December 14, 2004 The owner intends to develop the property as a gated townhouse community with recreation facilities and a meeting space for its residents. There will be two entrance points into Crestwood Commons 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 will also be a pedestrian connection through a gate to the commercial development located along the southern edge of the subdivision. The dwelling units will consist of a minimum of 1,200 square feet of living area with an attached two -car garage. Additional guest parking spaces are provided throughout the site per Code requirements. The townhome themselves will be spaces at least 20 feet apart from each other and 10 feet from any subdivision wall structure for fire and emergency access. A six-foot buffer wall and landscaping will be built along Montgomery Avenue to meet the City's landscaping provisions related to size and amount of plant materials for multi- family developments. The Development Review Committee (DRC) reviewed the Final Subdivision Plan for Crestwood Commons on December 7, 2004. There were a few minor issues to be addressed from the City Attorney and from the Planning Division. The applicants were made aware of the following issue that a building permit will not be issued until the Ocoee Commons PUD "Plat" is properly approved, executed, and recorded. When the discussion was finished, the DRC voted unanimously to recommend approval of the Final Subdivision Plan subject to approval, execution, and recording of the Ocoee Commons PUD "Plat." 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 PUD "Plat." Member Campbell, seconded by Vice -Chairman McKey, moved to recommend approval of the Crestwood Commons Final Subdivision Plan as date stamped received by the City on December 9, 2004, subject to approval, execution, and recording of the Ocoee Commons PUD "Plat." Motion carried 7-0. Community Development Director Wagner thanked the Planning and Zoning Commission members for their service throughout the year and wished them the best over the holiday season. DRAFT Planning and Zoning Commission Regular Meeting December 14, 2004 ADJOURNMENT The meeting adjourned at 9:15 p.m. Attest: APPROVED: Brenda Brasher, Deputy City Clerk James Golden, Chairman 10 ITEM NUMBER IV. A PUBLIC HEARING Ocoee Business Park, Phase 1, Lot 2 Preliminary/Final Large Scale Site Plan Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: January 6, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, Senior Planner THROUGH: Russ Wagner, AICP, Community Deve opment Director SUBJECT: Ocoee Business Park -Phase 1, Lot 2 Preliminary/Final (Large -Scale) Site Plan Project # LS-2001-015 ISSUE: Should the Planning & Zoning Commission recommend approval for the Preliminary/Final Site Plan of the Ocoee Business Park -Phase 1, Lot 2? BACKGROUND: The proposed Ocoee Business Park Site Plan will be an industrial/commercial flex space park, located in Ocoee Business Park Subdivision Phase 1 on Lot 2. The site itself consists of approximately 6.84 acres and is situated on the west side of HM Bowness Road approximately 1,375 feet south of the Franklin Street intersection. There will be a total of (4) four 30,000 square feet, one-story, structures on the site consisting of a combined total of 120,000 square feet of industrial/commercial flex space. Adjoining subdivision infrastructure is presently being constructed under the Ocoee Business Park Phase 1 Final Subdivision Plan, which was approved by the City Commission on December 16, 2003. However, it should also be noted that the Ocoee Business Park "Plat" has not yet been formally approved. DISCUSSION: The surrounding properties of the subject site are part of the Ocoee Business Park project and are currently vacant. Lot 2 will be the first lot to be developed under the Ocoee Business Park project. The improvements, which are currently being constructed for Phase I, included: location of a retention pond at the southeast corner, construction of a lift -station at the southwest corner or the intersection of the railroad tracks and Bowness Road, and construction of approximately 2/3 of the south portion of Ocoee Business Parkway westward into the subdivision. The subject site (lot 2) will have primary access from Ocoee Business Park Parkway, which will terminate at a temporary The Planning and Zoning Commission January 11, 2005 Page 2 of 2 cul-de-sac. Additionally, a 6 feet wide concrete sidewalk with landscaping will be provided along the property boundaries to facilitate pedestrian travel. A total of three sitting areas will also be provided for pedestrian and patron use. The Future Land Use designation for the site is Light Industrial. The property is zoned Restricted Manufacturing and Warehousing (1-1), which permits development and construction of the proposed land use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and the adopted Land Development Code (LDC). DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on December 16, 2004 and reviewed the Preliminary/Final Site Plan. There were minor technical issues to be addressed from the City Attorney and Planning Division that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. In addition, the applicant was made aware of the following issues: 1. A building permit will not be issued until the Ocoee Business Park Phase 1 "Plat" has been properly approved, executed and recorded. 2. A building permit can be secured with the understanding that a Certificate of Occupancy (C.O.) will not be issued until all infrastructure of Ocoee Business Park Phase 1 is constructed resulting in an issuance of a Certificate of Completion. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to the developer making changes specified in the reports and incorporating the request into the proposal as discussed. These changes were made and shown on the plans date stamped "Received January 6, 2005." STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Ocoee Business Park, as date stamped received by the City on January 6, 2005, subject to the approval, execution and recording of the Ocoee Business Park Phase 1 "Plat." Attachments: Location Map, Zoning Map and FLU Map; Preliminary / Final Site Plan for Ocoee Business Park - Phase 1, Lot 2 date -stamped January 6, 2005. Ocoee Business Park Phase Location Map i r i SILV�R S� R E5 j Fi • Business Park • • Surrounding Zoning Map Ocoee Community Development Department 1 inch equals 600 feet 200100 0 200 400 600 Feet Printed: December 2004 Subject Property _ Unincorporated Territory and 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) 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 CR -1 -1� -1 - - Surrounding Future Land Use Map � Ocoee Community Development Department 1 inch equals mmfeet 2001000 mm 400 600 Feet Printed: Denember2O04 ��� ���U3utjectPmp*dy Unincorporated Territory and Other yWunicipe|ties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial ��� Heavy Industrial Conservntion/F|nodp|ainn Recreation and Open Space 0��� Public Facilities/institutional Site Data Total Site Area = +/--6.84 Acres Proposed Pavement Area +/- 95,500 sf = 2.19 Acres Gross Building Area = 120,000 sf = +/- 2.75 Acres Gross Building Coverage = 40.3z < 509 o.k. Total Impervious Coverage = 4.94 Acres =7290 < 809g OK Zoning Data Existing Zoning - 11 Front Building Setback (HM Bowness Road)- 50 Feet Front Building Setback (Ocoee Bus. Pkwy.) - 35 Feet Side Interior Lot - 25 Feet Rear Building Setback - 25 Feet Maximum Bldg. Height - 45 Feet Maximum Bldg. Coverage = 509 Landscape Buffer Setbacks Paved Parking, Loading Area, Storm Water Facilities Shall Maintain: 10' Side & Rear 15, All Internal Street Right -of -Way Lines 25' Primary & Secondary Streets Final Parking Summg: Spaces Require Total Spaces Required= 1 Space per 300 sf of Office Assume 109 Offce(Conservalve)= 120,000 sf x 0.10= 12,000 sf 12, 000 sf Office = 12, 000/300 x 1 = 40 Spaces Total Spaces Required= 1 Space per Employee 40 Employees x 1 Space per Employee = 40 Spaces Total Spaces Required= 80 84 Total Paved Parking Spaces ill be Provided (8 will be Hand of FDOT STANDARDS INDEX TITLE Index Number Baled Hay or Strw Barriers, 102 Struct. Bottoms, Type J and P 200 Supplementary Details ... 201 Ditch Bottom Inlets Types C, 232 Curb & Curb and Gutter 300 Curb Cut Ramps 304 F_ VH H A H_ ,"\[A_L_j TAX ID NUMBER 18- 22-28- 0000- 00- 026 wA TER CITY OF OCOEE WASTEWATER CITY OF OCOEE STORMWA TER • CI TY OF OCOEE •ST. JOHNS RIMER WATER MANAGEMENT DISTRICT SOILS TYPE INMDKALEE RNE SAND H>ZYMOGIC MWP e/b ONA FINE SAND HfAMOiGIC MWP B/D SMYRNA RNE SAND HYA =VC MP B/b EXIS77NG VEGA TA 77ON LWA f Q?OW & GPASS FL DOD HAZARD ACCORDING 70 THE ORANGE COUNTY, FLORIDA FLOOD INSURANCE RA7F MAP COMMUNITY -PANEL NUMBER 12095CO210 E DA7FD DEalU61ER 6. 2X4 PIMSE 1 IS ZaW X. 'X' AREA DE7FRMINED 70 BE OU731DE 500 YEAR FLOOD PLAIN SANI TAR Y SEWER CITY OF OCOEE 150 N, LAKESHORE DR, OCOEE, FL, 34761 TEL, (407) 905-3100 WA TER, CITY OF OCOEE 150 N. LAKESHORE DR. OCOEE, FL, 34761 TEL, (407) 905-3100 POWER, PROGRESS ENERGY 452 E, CROWN POINT ROAD WINTER GARDEN, FL 34787 (407) 905-3300 TELEPHONE: BELL SOUTH 5100 STEYR STREET ORLANDO, FL, 32819 (407) 351-8192 CABLE MR, MARVIN USRY BRIGHT HOUSE NET WORK 844 MAGUIRE ROAD OCOEE, FL, 34761 (407) 532-8511 GAS LAKE APOPKA NATURAL GAS 1320 VINELAND ROAD WINTER GARDEN, FL. 34787 TEL, (407) 656-2734 City of Ocoee Cablevislon of Central Florida Sprin t Sunshine Orange County Public Utilities KIRBY ENGINEERING, L. L. C. JOHN R. KIRBY, P. E. P. 0. BOX 770669 WINTER GARDEN, FL. 34777 (407) 877-9400 407-905-3100 407-295-9119 800-521-0579 800-432-4770 407-836-7221 FOR _D 11 A H_ Mav 4., �.I�Z�Z! L OCA TION MAP DEVELOPER/OWNER: CPB FAMILY PARTNERSHIP, LTD. 1135 OVERBROOK DRIVE ORLANDO, FL 32804 LANDSCAPE LANDSCAPE DYNAMICS ARCHITECT 1412 E. ROBINSON STREET ORLANDO, FL 32801 ARCHITECT DESIGNERS ARCHITECTURAL, P.A. 100 VENETIAN COURT SANFORD, FLORIDA 32771 ENGINEER: KIRBY ENGINEERING, L.L.C. JOHN R. KIRBY, P.E. P.O. BOX 770669 WINTER GARDEN, FL 34777 SURVEYOR: HOWS ENGINEERING, INC. 605 E. ROBINSON STREE SUITE 450 ORLANDO, FL 32801 GEOTECHNICAL NODARSE ASSOCIATES, INC. ENGINEER: 1675 LEE ROAD WINTER PARK, FL 32789' (407) 872-8408 (407) 841-5645 (FAX) 407 877-7009 407) 897-6632 (FAX) jason®landscapednam ics.com 407 877-7979 407) 877-7734 (FAX) (407) 877-9400 (407) 877-9983 (FAX) lkeng0earthlink.net 407 422-1118 407� 841-9149 (FAX) 407-740-6110 407-740-6112 nodarse®nodarse.com S - F - w I I H JL_j FINAL SUBDIVISION PLAN -CONDITIONS OF APPROVAL _D ii jL_j AH_ III 1. THE CITY OF OCOEF IS SUBJECT TO THE TERMS, PROVISIONS AND RES7R/C77ONS OF FLORIDA STATUTES CHAP7FR 163, CONCERNING MORATORIA ON 171E ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVA7F EN77TY OR ITSELF FROM THE APPLlCA110N OF SUCH STATE LEG/SLA110N AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMP770N. 2. EXIS77NG 7REES 8' OR LARGER (OTHER THAN CITRUS 7REES OR 'TRASH' ]BEES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT -OF-WAY LINES WILL BE PRESERVED lF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO /NCORPORATF THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 3.. THE EXIS77NG GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED 17?EES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EX/SLING PROTEC7F0 WILL TREES. FOR L07S CONTAINING PROTECTED TREES, THERE BE NO GRAD/NG OR OTHER CONS7RUCAON ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED /N THE FINAL SUBDIVISION PLAN, UN77L BUILDING' PERMITS ARE ISSUED FOR THOSE LOTS A REMOVAL OF EX/STING PRO7EC7ED TREES WILL BE UM/1FD TO CLEARING ROAD RIGHT OF WAY AND REMNRON AREAS AS DETAILED /N THE FINAL SUBD114S/ON PLAN. ALL EXIS77NG PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE 77ME OF S17E PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH 7REE NEEDS TO BE REMOVED, 5. IN ORDER TO INSURE THAT AS MANY EXIS77NG TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT OF WAYS AND RE7EN77ON AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL NO CLEARING PERMITS WILL BE ISSUED FOR SIZE WORK OR BUILDING CONS7RUC11ON UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH 7REE PRO TEC77ON BARRIERS 6 NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED 7REES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE A MAXIMUM EX7ENT POSSIBLE AND NO AUTHOR/ZA77ON SHALL BE GRANTED TO REMOVE TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON S/ (INCLUDING SPEC/MEN AND HISTORIC 7REES). 7E 7. UNLESS OTHERWISE N07ED, A 5' U77LITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTLITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT OF WAYS SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT lF NECESSARY TO RUN THEM AROUND EXISAVO PROTECTED 7REES TO BE PRESERVED. 8. ALL U7IU77ES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXIS77NG PROIFC7FD TREES TO BE PRESERVED. 9. EACH FIRE HYDRANT SHALL BE PAIN7ED OSHA YELLOW /N COLOR ANO A BLUE REf7EC77VE MARKER BE AFFIXED TO THE STREFT IN THE CENIER OF THE LANE CLOSEST TO EACH HYDRANT. SHALL 10. ALL DRAINAGE, U77UTY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF '7HE C'?OEE BUSINESS PARK PROPERTY OWNERS ASSOC/ATTON'. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LO) OWNERS THE DRAINAGE AND U77LITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLA777NG. 11. AT ALL STREET CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS• CONS7RUCT5D TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYS/CAL'LY CHAItENGED. 12 ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEA LURESS, LANDSCAPING AND S , WALLIDEWLKS ALONG BOWNESS ROAD AND FRANKLIN STREET, AS WELL AS LANDSCAPING AROUND THE REMA(770A/ ,,-, NO TRACTS AND THE LIFT STA77ON TRACT SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTrF.CAi OF COMPLE77ON FOR THOSE CORRESPONDING PHASES 13. STREET LIGHTS MEE771VG CURRENT CODE REQU/REMEN75 SHALL BE INSTALLED BY 7NE DEVELOPERS PRIOR TO CER77RCAIF OF COMPLE77ON AT THE DEVELOPERS EXPENSE AND THE COST OF THEIR OPERAT4N WLL BE ASSUMED BY THE DEVELOPER /N ACCORDANCE WITH ORDINANCE ND. 95-17. 14. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY 'THE OCOEE BUSINESS PARK PROPEL?TY OF FL THE TIME OF PLA177NG OWNERS ATTON' SHALL BE CONVEYED TO THE PROPERTY OWNERS ASSOC/A77ON BY WARRART DEED AT 15. ANY DAMAGE CAUSED TO FRANKLIN STREET OR BOWNESS ROAD AS A RESULT OF THE CON57RUC770N AC77V777ES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY 7HE OWNER TO 771E APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 16. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO FRANKLIN STREET OR BOWNESS ROAD EXCEPT AT THE APPROVED LOCA7ONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. 17. ALL CROSS ACCESS, U77LITY AND DRAINAGE EASEMENTS SHALL BE PROVI OF PLATING. DED PRIOR TO OR AT THE I7ME 18. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS /S HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHOR177ES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. 171E CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO 7HE FOREGOING. 19. ALL U77U17ES INCLUDING ELECIR/CAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXIST/NG OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 20. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 21. 'THE OCOEE BUSINESS PARK PROPERTY OWNERS ASSOC/A77ON' SHALL BE CREA7ED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS 22. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIM17ED T0, DECLARA77ONS OF COVENAN75, EASEMENTS AND RESMIC770NS AR77CLES OF INCORPORA77ON OF THE OCOEE BUSINESS PARK PROPERTY OWNERS ASSOC/AITON; AND WARRANTY DEEDS TO THE ASSOC/A77ON SHALL BE PRO14DED TO THE CITY FOR APPROVAL PRIOR TO PLAT77NG ALL OR A POR77ON OF THE PROPERTY. 23. OCOEE BUSINESS PARKWAY AND ROPER PARKWAY EXTENSION THROUGH THE PROPERTY, ARE PUBLIC GRANTED TOO THE CITY OF OCOEE. ROADS TOOWNED AND MAINTAINED BY THE aTY OF OCOEE WITH ALL ACCESS AND U77LITY EASEMENTS 24. THE STORMWA7ER SYSTEM V7IICH LIES ON PR/VA7F PROPERTY, INCLUDING ALL PIPES, INLETS MANHOLES AND STRUCTURES, TOGETHER WITH "TRACT I -A, 7RACT 2-A, TRACT 3-A, 7RACT 4-A, 7RACT 5-A AND TRACT 6-A (THE RE7ENT/ON POND 7RAC75),' IN ALL PHASES WILL BE OWNED, OPERA7F0 AND MAINTAINED BY 'THE OCOEE BUSINESS PARK PROPERTY OWNERS ASSOC/A7TON' 25. 7H/S PROJECT SHALL BE DEVELOPED IN SEVEN PHASES. 26. 7HE EXIS77NO CITY OF OCOEE MAS7FR LIFT STA77ON SITE, SHALL BE FENCED WTH A BLACK, VINYL CHAIN LINK FENCE WITH POS75 29. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTA77ON, OR OTHER CONSTRUC770N WITHIN THE WETLAND AREAS INS/DE THE 100-YEAR FLOOD REVATOM THOSE AREAS ARE TO BE ROPED OFF DURING CONS7RUC710N AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUC770N -TO THE UGH77NG PROGRAM FOR THIS PROJECT SHALL MEET THE REQUIREMENTS OF ORDINANCE 99-23. 771E ENTRANCE ALONG BOWNESS AND FRANKLIN WILL BE LIGHTED ALONG WlTH.7HE IN1ER10R ROADWAYS S/GNAGE, PEDESTRIAN, AND LANDSCAPE LIGHTING WITH A UNIFORM SCHEME W9LL BE PROVIDED /N E TH CONSTRUC77ON DOCUMENTS FOR EACH PHASE. THE OVERALL LlGH11NG PLAN SHALL BE APPROVED BY STAFF PRIOR TO FINAL APPROVAL OF PHASE 1. PARKING LOT AND BUILDING LIGH77NG WILL BE SUBMlT7ED FOR APPROVAL NTH EACH LOTS BUILDING PLANS APPROVAL. 31. PRIOR TO APPROVAL OF 7H£ FINAL SUBDIVISION PLAN, THE CITY AND DEVELOPER SHALL ENTER INTO AN AMENDMENT TO THAT CERTAIN DEVELOPMENT AGREEMENT RECORDED /N OFROIAL RECORDS BOOK 4228 PAGE 4325, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA FOR THE CONS7RUC77ON OF A LIFT STA77ON ON CITY PROPERTY ADJACENT TO TRACT 2-A. UPON COMPLE710N OF CONSIRUC110N OF 771E LIFT STA77ON TO THE CITY. THE LIFT STATION IMPROVEMENTS SHALL BE CONVEYED TO 7HE CITY BY BILL OF SALE IN A FORM ACCEPTABLE ADDITIONAL CONDITIONS OF APPROVAL a. ALL ROADS WILL BE DEDICATED TO 7HE PUBLIC UNLESS OTHERWSE NOTED. b. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWAIFR NEEDS OF ALL PUBLIC ROADS Wl7HIN 7HE PROJECT. c. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN W7H RESPECT TO PUBLIC SERVICES (SEVER, WATER, STORMWATSR MANAGEMENT, ACCESS AND 07HER RELATED SERVICES). d. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE ASSIGNED CONSISTENT Wl7H THE LEGALLY NAME OF 7HE SUBD/V/S/ON. ANY SUBSEQUENT CHANGE TO APPROVED BY THE THE NAME OF THE SUBDIVISION MUST BE CITY COMMISSION. e. ALL BUILDING PAD ELEVA77ONS SHALL EXCEED THE 100-YEAR FLOOD ELEVA77ON BY A MINIMUM OF ONE FOOT. f. ALL ON -SITE UTTLI17ES INCLUDING ELECTRICAL, CABLE TV AND 7ELEPHONE SHALL BE PLACED BELOW GROUND. RE ON PONDS To E. PROPER ASSOC ]10N�(THEN A SOCIA770N CONVEYANCE OR ANY PROVISION T O THE CO TRARY CONTAINED IN THESE COO ONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PRO✓ECT'S STORMWAIER MANAGEMENT SYS7FM("SV�1S) INCLUDING ALL STORMWATER RElEN77ON PONDS UN17L SUCH 71ME AS ((r THE EN77RE SWMS FOR 7H PROJE T IS CONSTRUCTED AND APPROPR/AIF CER77FICATFS OF COMPLE77ON /SSULD BY BOTH THE CITY AND THE SJRV96lD, (>i THE STORMWA7ER RE7EN77ON PONDS INTENDED TO BE CONVEYED TO THE ASSOCIA LION HAVE IN FACT BEEN C NVEYED TO THE ASSOC/A 710N, (rir)) THE ASSOC/A 110N /S DESIGNA LED AS THE MA/NIFNANCE END1Y ON THE RECORDS F 7NE SJRV?t!D AND ALL TRANSFER RECORDS REQUIRED BY SJRVMD HAVE EXECUTED AND ACCEPTED BY SJRWIND, �v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOClA770N ACKNOV2EDGlNG RECEIPT OF THE DEVELOPER S PROPOSED MAINTENANCE PLAN IM1H RESPECT TO THE SWMS AND THAT THE ASSOCIATION lS RESPONSIBLE FOR WE MAINTENANCE OF THE SUMS. h. ALL DECLARA7TON OF CONVENAN75 AND RES7RlC77GWS AflEC77NG THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS i. PROVISIONS ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESMENTS FOR MAINTENANCE OF COMMON AREAS M THE ASSOC/AT10N FAILS TO DoSoOR FAILS TO MAINTAIN ASSESMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. A PROVISION CRAN77NG THE CITY 7HE R/GHT, BUT NOT THE OBLIGA77ON TO MA/NTAlN/REPA/R THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOC/A77ON, OR FROM THE DEVELOPER lF )i) TURNOVER OF CONTROL TD THE MEMBERS HAS NOT OCCURED, OR (ll) !F THE DEVELOPER IS S77LL RESPONSIBLE FOR MAINTENANCE OF 7HE SWMS. iEN TITY ii. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED To A RESPONSIBLE OPERATION�M/UNTENANCE SUCHH APPROVALBTHENOTHEE CICTY MAY CONTINUE ITY IN THE EVENT TO DISSOLUTION AND COLLEDCTNASSESSMENAT IF TSUAND IMPOSE LIE S WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION, Iv. THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS. v. PROVISIONS THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. vi. PROVISIONS 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 SWMS APPROVED ACCOMPANIED PLA IR AND PERMITS. ENGINEER'S TO CERTIFICATION EXTTENTTHAT THAT ANYSWIVIS SUCHIS FUNC ENGINEER'S REPORTCINDICATESEANYmCOALL RRECTI AT TOHE IDECLARANT4STEXPENSEAANDTTOHPOST A REQUIRED BONDONTHGTHE ASSOCIATIONEFORCTHEOESTIMATEDACOS�SVE OF SUCH CORRECTIVE ACTION. vii. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHA'-L BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. viii. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. ix. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITI- THE FOREGOING PROVISIONS. INDEX OF SHEETS SHEET TITLE Cover Sheet AND RAILS PAINTED BLACK. SUCH LIFT STA nON SHAM ALSO BE SCREENED Geometry & Striping Plan V9TH THE HEDGE -TYPE SHRUBBERY SUCH AS VIBURNUM OR UGU5IRUM. 27. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWTI FOR LOCA77ON ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDI14S/ON PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENT 28. ALL COMMERCIAL AND /NDU57R/AL BUILDING PAD ELEVA77ONS SHALL EXCEED THE 100-YEAR FLOOD Paving, Grading & Drainage Plan ELEVA770M BY A MINIMUM OF ONE FOOT. "Final Site Plan -Conditions of Approval": Storm Water Poll. Prev. Plan I. Lot #1-2 must be the same as Lot 2 of the posed Plat for Ocoee Business Park -Phase 1. 2. Approval of this Final Site Plan is contingent upon the prior or simultaneous approval of that �f (� T -� Utility Plan certain Plat for Ocoee Business Park - Phase i. € 3_Prior to the issuance of an building pemuts i r '_. the stormwater mfi asti ucture within the Plat of Ocoee Business Park - Phase 1 must be competed and a certificate of completion issued with respect thereto and said pl' ' I , t Paving, Grading, & Drainage Details at must be recorded. tJ pti N 6 2Q0� Ocoee Std. Utility Details ��-J----��-�- -� -- DESCRIPTION: Site Landscaping Plan Ur1>-: Site Irrigation Plan A PARCEL OF LAND LYING IN SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST ORANGE COUNTY. FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 22 SOUTH, S i t e Lighting Plan RANGE 28 EAST; THENCE S89'M10'W ALONG THE SOUTH UNE OF THE SOUTHWEST QUARTER OF SAID SECTION 14 A DISTANCE OF 77022 FEET; 1HENCE NOO'S1'49'w, A DISTANCE OF 417.46 FEET; THENCE NDt 4W43'W, A DISTANCE OF 60.00 FEET M THE PONT OF EEGINNNG; THENCE N0148443'W, A DISTANCE OF 3Moo FEET; THENCE S88'11'17% A DISTANCE OF 802.10 FEET TO A POINT ON THE WESTERLY RIGHT--OF-WAY H a r d s c a p e Plan UNE OF STATE ROAD 437 SAME BEING A NON -TANGENT CURVE CONCAVE WESTERLY HAVING RADIUS OF 1,357.00 FEET AND A CHORD BEARING OF S053W570E; THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY UNE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANM E OF 13*11-43 . A DISTANCE OF 312.52 FEET TO A POINT OF COMPOUND CURVATURE HAVING A RADIUS Survey Sketch of Description OF 50.00 FEET AND A CHORD BEARING OF S4672'41'W; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90'51'33', A DISTANCE OF 79.29 FEET; THENCE N8811'32'W, A DISTANCE OF 79160 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA AND CONTAINING 6.85 ACRES MORE OR LESS. No. C1 C2 C3 C3A C4 C5 C6 L1-L5 IR1-IRS LT1 H1-H2 S1 Revised 1-5-05 cn w 00 dt i d- o O N CO N 0 Const. Enclosed. 12' x 14' Conc. Dumpster Pad (Typ.—See Detail This Sh.) cn w IL 00 �r N d- 0 0 co 0 rn 3 v ai a m L U m U U U 0 N I 0 0 N 0 N m m 0 U 0 I N I 0 0 N Y i rn 3 v 0 Wi TEMPORAR CUL-DES ti� PAVING. GRADING, AND DRAINAGE CONSTRUCTION NOTES 1. UNLESS OTHERWISE NOTED, GENERAL, PAVING, & STORM CONST. DIVISIONS TO BE IN ACCORDANCE WITH FDOT STANDARDS & SPECS. CONSTRUCTION, 1991 EDITION & FDOT ROADWAY & DESIGN TRAFFIC STANDARDS, 1994 FOR ROAD & BRIDGE EDITION. SAID STANDARDS SPECIFICALLY INCLUDE.• INDEX # 102-7PROTECTION AROUND INLETS OR SIMILAR STRUCTURES" 2. EROSION AND WATER POLLUTION CONTROL TO BE PROVIDED IN ACCORDANCE WITH FDOT STANDARD INDEX NUMBER 102. 3. CONTRACTOR TO ENSURE POS177VE DRAINAGE OF ALL PAVEMENT AREAS TO INLET AS INDICATED. 4. CONTRACTOR TO ABIDE BY THE REQUIREMENTS SET FORTH IN SJRWMO STORMWA TER PERMIT NO. 40-095-88891-1. 5. ALL STORM WATER PIPE JOINTS WILL BE WRAPPED NTH FILTER FABRIC PER FDOT INDEX 280. Storm Drainage Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls control structures etc.). Invert elevation of each line entering and leaving each structure including underdrain pipes Inverts of all mitered end sections. Actual grade of pipe between the structures. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs Note: After 90 Day Cure Time Seal -Coat Asphalt w/ Asphalt Emulsion Based Seal -Coat V 2' Thick Type S-1 Asphaltic Concrete 8" Soil Cement Base Course Compacted to 981'. Max. Density (AASHTO T-134), Asphaltic Prime Coat Applied at 0.15gal./sf J00 psi 7 Day Compressive Strength 12" Subgrade Compacted to 989 Maximum Density (AASHTO T-180) NORMAL PA SEMEN T SECTION N.T.S 6' Min. 6" Conc. Pad w/ 6" x 6" No. 10/10 W.W.M. /- Asphalt Pavement 45 Compacted Subgrade Tumed Down Edge 8" #4 Cont. on All Sides FAContinuous te: Dumpster Pad to Have a 6' High Split Block Masonry Wall with Cap Feature and Closing Gate All masonry dumpster/solid enclosures shall be screened with a J-foot high -planted hedge d around the perimeter of the enclosure. (See Sh. H - for Detail) DUMPSTER PAD ALT.S WIdth as Noted on Site Plan Light Broom Stroke Finish Fnish Grade • A WALK SECTION J000 psi Concrete \ --{ I�4 • 1/4A R. 20'--O' O.C. Max. or 1/2 Length of Walk CONSTRUCTION JOINT �4"- 1/4R. G 5'--0' Apart Max. DUMMY GROOVE i2A 1/4" R. e' o ate. d d • G Expansion Joints 40'--O" O.C. Max. Provide at Every Sidewalk Intersection CON37RUC770N JOINT FLUSH SIDEWALK DETAILS N. TS. a N I I � w Q o � Q ry ry z C�3 0 U CD V) z cn o w I QCD z D � m � I z W Q o n o U ., n-- c) 0 W W _z r _ � � � 00 CD n; I z w z o m -� _Elf V JK DRAWN 5/4/04 DATE C3 BEET F_ U) w a 00 d- N d- 0 0 cn N 0 Prop. S oq As 50' On Centers ( Typ. ) Anchor Bales With 2 - 2' x 2' xP*AN — Overlap Ends Stakes Per Bale. FlII Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE .aw Bales To Bu e Anchor Bales With 2 - 2' x 2' x 4' Stakes Per Bole. PLAN Loose Sol Placed By Shovel And Lightly 6' Min Compacted Along The Upstream Edge Of Bales. s Fill Slaps ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES PROTECTION AROUND INLETS OR SIMILAR STRUCTURES P (Options: 2' x C2 Min. Dia. Wood: Sb } 1Lbs t Min. .33 Optional Post Positions- ' Flier Fabric On Conformance With - -- Sea 985 FDOT Spec.) Ad Principle Poet Position (Canted 20` Toward Flow) Flow Fabric ELEVATION SECTION Note: Sit Fence to be paid for under the contract unit price for Staked Silt Fence (In. TYPE - - - SILT FENCE Type --- Silt Fence -wit Flow Note: Spaoing for Type --- Fence to be in accordance with Chart -. Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type --- Silt Fence I:■�■■■■■■■■■■■■■■■.■IMINN . ...1' �. -—Loose Sol Placed By Shovel iu Lightly Compacted Along Upstr Face Of Bales. BALES BACKED BY FENCE Sod I con Soil Placed Shovel And Lighty PLAN Compacted Along Woven Flter Fabric In Absence Of Establhhod Gram (Approx 12' x 19). Swim Edges By Entrenching And Extend Under Bags and Bales. Fabric Shall Most The Requirements Of Sand Section 985 Of The Standard Spedfloations. Cost Of Fabric To Be 5. Min. Included In The Contract Unit Price For Baled Hay Or Straw, iW I -tAOse Sol Placed By Shovel And Lightly I I I �— LOOMCompSON Place By Shovel An Edge Bales. Of Balm. Along The Upstream Edge PLAN PLAN Rag fie 5' T 1' Min. Rscommen 5' T 1' Min. Rem. m Itnchor Lower Bales With 2 - Y x 2' x 4' States Per Bale. Anchor Top Bales To Lower Bales With 2 - 2 x 2' x 4 Stakes Per Bahachor Bales With 2 - 2 x 2' x 4■ Stakes Per Bole ELEVATION ELEVATION Application and Spacing: The use of Ac it bale borlere should be limited to the conditions outlined•in Chart I, Sheet 1 of 4 Index Na 102 TYPE 1r TYPE I BARRIER FOR UNPAVED DITCHES By - y Edge Of Bales. i Anchor Ban With 2 - 2' x ' 4' Stakes Per Bale. Ral Poet � e Type --- Silt Fence Protection Around Ditch Bottom Wets. ELEVATION Spacing: Bale barriers for paved ditches should be spa"® Chart]. Sheet 1 of 3. Index Na 102 Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers BARRIER FOR PAVED DITCF used at permanent bodies of water. SILT FENCE APPLICATIONS 1' Min. Recommended In accordance with 1r l:.A AM SILO' !'ems STORMWATER POLLUTION PREVENTION PLAN REQUIREMENTS (SWPPP 62-621-300(4), F.A.C. 1. Contractor shall file a FDEP Notice Of Intent To Use Generic Permit For Stormwater Discharge From Large Construction Activities per F.A.C. 62-621-300 2. Contractor shall provide City of Ocoee/St. Johns River Water Management District/Florida Department of Environmental Protection and any other applicable regulatory agency the contractor's Stormwater pollution prevention plan (SWPPP) which shall reflect the order, means and methods by which the contractor proposes to apply best management practices to his construction process. The proposed SWPPP shall remain onsite and performed as approved. 3. Contractor shall provide engineer, owner and Orange County EPD, City of Ocoee, and other applicable regulatory agencies an approved revised copy of the SWPPP from time to time whenever site conditions warrant per F.A.C. 62-621-300 and the permit conditions. 4. CONTRACTOR SHALL PROVIDE: A. Protection of preserved/conserved upland habitats during construction. B. General and specific erosion control. C. Protection of surface water quality during and after construction. D. Control of wind erosion. E. Samplingg of drainage ( )utfalls, recording of rainfall, record keeping on site, a trained inspector and all aspects of site monitoring per DEP Document No. 62-621.300 a effective October 22, 2000 F.A.C. 62-621-300. F. Water Quality Testing G. Runoff Sampling H. Rainfall Data I. Inspection and maintenance of BMP's (Pest Management Practices 5. Contractor may utilize but is not limited to the following best management practices. It should be noted that the measures identified on this plan are only suggest BMP?s). The contractor shall provide pollution prevention and erosion control measures as specified in FOOT index #100 and as necessary for each specific application. 6. GENERAL EROSION CONTROL: - A. General erosion control BMPs shall be employed to minimize soil erosion and potential lake/pond slope cave-ins. While the various techniques required will be site and plat specific, they should be employed as soon as possible during construction activities. B. Cleared site development areas not continually scheduled for construction activities shall be covered with hay or overseeded and periodically watered sufficient to stabilize the temporary groundcover. C. All grass slopes constructed steeper than 4H:1V shall be sodded as soon as practical after their construction. D. Where required to prevent erosion from sheet flow across bore ground from entering a lake or swale, a temporary sediment sump shall be constructed. The temporary sediment sump shall remain in place until vegetation is established on the ground draining to the sump. 7. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION: A. Surface water quality shall be maintained by employing the following BMPs in the construction planning and construction of all improvements. B. Where practical, stormwater shall be conveyed by swales. C. Erosion control measures shall be employed to minimize turbidity of surface waters located downstream of any construction activity. While the various measures required will be site specific, they shall be employed as needed in accordance with the following: 1. In general, erosion shall be controlled at the furthest practical upstream location. 2. Stormwater inlets shall be protected during construction. Protection measures shall be employed as soon as practical during the various stages of inlet construction. Silt barriers shall remain in place until sodding around inlets is complete. D. Heavy construction equipment parking and maintenance areas shall be designed to prevent oil, grease, and lubricants from entering site drainage features including Stormwater collection and treatment systems. Contractors shall provide broad dikes, hay bales or sit screens around, and sediment sumps within, such areas as required to contain spills of oil, grease or lubricants. Contractors shall be available, and shall use, absorbent filter pads to clean up spills as soon as possible after occurrence. E. Silt bowlers, any silt which accumulates behind the barriers, and any fill used to anchor the barriers shall be removed promptly after the end of the maintenance period specified for the barriers. 8. CONTROL OF WIND EROSION: A. Wind erosion shall be controlled by employing the following methods as necessary and appropriate: 1. Bare earth areas shall be watered during construction as necessary to minimize the transport of fugitive dust. it may be necessary to limit construction vehicle speed if bare earth has not been effectively watered. In no case shall fugitive dust be allowed to leave the site under constructio 2. As soon as practical after completion of construction, bare earth areas shall be vegetated. 3. At any time both during and after site construction that watering and/or vegetation are not effective in controlling wind erosion and/or transport of fugitive dust, other methods as are necessary for such control shall be employed. These methods may include erection of dust control fences. cn Z O V) w lY I A `N z o 1 z � W � W � r n z ory ry �zW O Qn U n ry w w z Q � m � ry w O w 0 ~ C)cf) O U W C. o C 0-) m ry W r _ � W y z_ 00 C 1 z r\ w z o m O JK DESIGNED 5/4/04 DATE C3A rSHEET Const. 2" Blowoff Ass' (See Detail- This Sheet Prop. 2-1 2" lrri Const. 2 Blowoff Ass' / 9• Main I-- - - - - - - - - - - - - - - _ _ _ - '- �- ._ _. 802.10' (See Detail- This Sheet (See Shs, 11-14 for Detail) 1 I I- - - - _ --- ----------------1_0'_LANDSCAPE_B_UFFERMMMMON-Mam- - _ _ 1 I I -- - -_ -- -- - -- -- -- _ _- - -- -- _ - -- _. __ -- -- _ _ _ ------------- 1 1 I - - - - - - - - - - - - - - - - - - - II - ------______ 1 1 1 - - - - - - - I - - - ' I ----_ ---- I I I I - - - - - - - - - - - - - -- - - - - - - - - - - - I I I 1LjI Const. 3/4 Service I I---38,--E}flfl-SF-- BackfloAfetwr do Dual Check I ----------- I I I Preventor I(TWAREHOUSE/FLE yp) -Const. I 3/4Service 1 3fl,aO-O--S-F--- w/Meter & Dual Check BLDG. Backfow Prevento<rypWAREHOUSE/FLEAREHOUSE/FLEX�-�BLDG. j ------- -- I iI I i I II I i I o r Io PARKING BLDG. ,SFN zl ¢I AND Y-3_ ,WAREHOUSE/FLEX r I I I •I ----- II I II iI i om i LOADING PARKING -B-LD G. ____ PVQREA AND (1 STY-Const. 2" Const. 2" PVC -----_--------- LOADING 30 HT,) > Water Main Water Main - --------- I i l rIx • II II •I •I _ ! PCEConsConst. 2" •I - - t2PVC _------- Water Main Water mainSee Plumbing Plans I I I -M for Cont.(Typ) __ ► II See PlumbingPlans I I 1 1 • for Con t. T See Plumbing Plans I _ _ - - _ - - - - _ I -------___ (YP) for Cont. T I I I 11 1 I _ _ _ Const. 6 PVC (DR 14) I (�') ! • • See Plumbing Plans I See Plumbing Plans • Fire Line (See Fire :prink/er for Coumbi for Continuation I I Plans for Continuation • --- -------_-_-_-__--_ I Const.. 6" PVC DR 14 �) I _ Fire Line See F ) Const. 2" RP ire prink. I _ _ _ - - � Plans for Con t. T Backflow Preventor I I I See Plumb. Plans I I Const. 2- - • Const. 2" RP I I • " - • I Prop. 2-1/2" lrrig. Moin 1 I Gate Valve I Backflow Preventor (See Shs. 11-14 for Detail) I I Const. 2" _I - - - - - - - I • Gate Valve • PR�P. SA MH (BY bTHEkS) FDC • F F , • TO 120.9 ( I Const. � - - _---_-_ F F F Const. 6" _ FDC • INW IN 11 .22 ' _ ___ DDCVA " I INV OUT 14.12 ' I n n Gate Va v 15' LANDSCA E -'° _� _F F -$ ° wM wM - - ® BUFFER ,G to Valve See Plu - - - - - - _ _ F F See Plumbing I I PROP. SAN MH (BY OTHERS f ° ' Plans for C 9 t. �- -� - C -- Plans for Conf�_ - - - - Const 6'�� _I Y wM wM wM wM • . ° DDCVA DDCVA � . .... - wM - -•�.� - - TOP 122.43 fy � wM wM'• . ININ INV IN 116.91 SA - '` Cons wnn wm ° wM PROP.. -AM �P-121 N Y OTHERS) Gate Valve INV 5- F,:.. T 1 r . /N 1 - - - - Z Z z -- - ._ - PROP. SAN MH (B Y OTHERS). Const. 6 (- PVC "' _ M .. San.Lateral - ( consat �09' Min. Slope Y Y Y -T0� 122.�3- - - - - - I-- _ _ _ - at 1.00�' Min_ Sloa"� Lateral P INV l - _ Const. �6 p C SQn L e INV N 115.96 ' I t o----- TEMPORARY STABILIZED I I - - - - - - - - - - CUL-DE-SAC W/TEMPORARY I EASEMENT NOTES 1. WATER SYSTEM CONSTRUC1ON TO BE IN ACCORDANCE WITH CITY OF OCOEE STANDARDS & SPECS. 2. NEW MAIN CONSTRUCTION SHALL NOT BE ALLOWED TO CONNECT TO THE CITY SYSTEM UNTIL BACTERIOLOGICAL AND PRESSURE TESTS ARE DONE. THE CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE THAT THE EXISTING ACTIVE MAIN IS PROTECTED FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING AND MAINTAINING PRESSURE IN THE NEW PIPING, UNTIL A LETTER OF CLEARANCE IS OBTAINED FROM FDEP, BY UTILIZING A TYPICAL TEMPORARY JUMPER CONNECTION. 3. ALL MAINS & SERVICES SHALL BE HYDROSTATICALLY TESTED AT 150 PSI FOR TWO HOURS IN ACCORDANCE WITH CITY SPECS. & AWWA 605 & M23. 4. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER,WITH AS -BUILT INFORMATION ON THE WATER MAIN INCLUDING TEES, VALVES, AND BENDS. 5. GRIP RINGS, OR MEGA LUGS IN ACCORANCE WITH CITY SPECIFICATIONS SHALL BE UTILIZED IF RESTRAINT IS NECESSARY. THRUST BLOCKING (AS PER CITY SPECS.) ALLOWED ONLY IF EITHER OF THE ABOVE IS NOT VIABLE. 6. THE CONTRACTOR/OWNER TO PAY ALL REQUIRED CONNECTION, IMPACT FEES, METER FEES, CONNECTION FEES ETC... PRIOR TO CONNECTING TO THE CITY WATER AND WASTEWATER SYSTEM. 7. CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONNECT TO THE CITY SYSTEM. ALL MATERIAL AND LABOR TO BE INSPECTED AND APPROVED BY CITY PERSONNNEL. 8. CITY CROSS -CONNECTION CONTROL DEPARTMENT TO VERIFY AND INSPECT AND APROVE BACKFLOW PREVENTION DEVICES AND CONNECTION TO THE CITY SYSTEM. 9. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. 10. DISINFECTION TO BE IN ACCORDANCE WITH AWWA C-651. 11. 1" PVC SHALL BE SCHEDULE 40 ASTM 1785 WITH THE NSF LOGO. 12. MATERIAL SPECIFICATIONS TO BE IN ACCORDANCE WITH AWWA C-906 13. ALL COPPER PIPE TO BE IN ACCORDANCE WITH AWWA C-800. 14. ALL POLYETHYLENE PIPE TO BE IN ACCORDANCE WITH AWWA C-901. 15. ALL DUCTILE IRON PIPE TO BE IN ACCORDANCE WITH AWWA C150/151. 16. SEE SEPARATION DETAIL ON SHEET C6 FOR SPECIFIC MAIN SEPARATION REQUIREMENTS. 17. ALL WATER MAINS 4" OR GREATER TO BE CONSTRUCTED OF PVC (SDR 18)(C900). 18. ALL WATER MAINS OR SERVICES LESS THAN 4" MUST BE ASTM2241 (SDR 21, MIN. PC 200). 19. SEE FIRE SPRINKLER PLANS FOR FIRE LINE SPECIFICATIONS. OUT 115.80 I - - - - - -` _ a 1.009 Min. Slope i I y � Prop. 3" Reuse//rrig Svc. 122.33 21.00 �I (See Sh. IRl-15 for Cont.) I I � is 117.50 I�---115.50--___ I Cast Iron Cleanout - with Cover for Traffic Duty Required (Zum Z-1420-25) Grade or Paving � PVC -/ Extension - Same Size as Sewer up to 6" Did. Note: 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. 6" Thick Concrete Pad PVC Long Sweep 114 Bend or PVC Comb. I' a 118 Bend (Use Reducing Type Where Required). `4--Sewer Material and Size as Specified EXTERIOR CLEANOUT VARIES LOT LINE WYE WITH 8" BRANCH - U 0 8" 45' BEND Z CLEAN -OUT REMOVABLE SEE NOTE 1 - PLUG I. S ' I ROTATE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE (3' MIN.)(TYP.) LATERAL w SEWER MAIN SIZE VARIES WYE WITH 6" BRANCH 6" 45' A." BEND CLEAN -OUT (TYP'.) SEE jNOTE 1 WYE !WITH LINE I I DOUBLE WYE PLAN FINISHED GRADE SLOPE TO TERMINAL DEPTH -4 AT 1.0% MIN. - (TYP.) SPRING LINE SEWER MAIN DOUBLE 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 FINISHED GRADE 2" 90" BEND- 2" GATE VALVE RESILIANT SEAT F-THxF.TH SEE DETAIL - TAPPED CAP ?.OIgBLE MFEMR �OX (18 x 24 MIN. 1. 1T�nS 6 n Q_Q-c3'_ n 2" 900 BEND 6" BEDDING ROCK NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL 'SE is f, 1 s`E 2 G 3 1 'i E t Al E r t /f .: f `� i ( fO 5 t 'A. % r✓ 5 ��- / F f +-W lb PVC'--`► H I..1_I IM-,,.... � I ,. au� Sanitary Sewer Top elevation of each manhole frame and cover. Invert of each line entering and leaving each manhole/structure Length of each run of main between manholes (center to center) Actual grade of pipe between manholes Locate all service wyes from downstream manhole with depth at lot line and distance from the main line Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties) Water System and Force mains Actual lengths of pipe between branches and valves in the run Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties} List the depths of the lines at all valves fittings and fire hydrants, IRRIGAl10N REDUCE PRESSURE BACKFL01 & 3" IRRIGA11ON UN 1" IRRIGATION METEF P.O.S. 6" DOUBLE DETECTOR VALVE ASSEMBLY (A.S.S.E. 1015) CONNECT TO 6" REUSE MAIN ON OCOEE BUSINESS PARKWAY NOTE: DOMESTIC AND IRRIGATION BACKFLOW PREVENTERS WILL BE PAINTED BLACK AND SCREENED WITH SHRUBS. IRRIGATION CONNECTION DETAIL SEE PLAN FOR CONTINUATION POS AT IND. METER LOCATION 2" REDUCED PRESSURE ASSEMBLY BACKFLOW DEVICE (A.S.S.E. 1013) 2" DOMESTIC LINE 6„ 2" G. G.V. o_ CONNECT TO 8" POTABLE WATER MAIN ON OCOEE BUSINESS PARKWAY NOTE: DOMESTIC AND IRRIGATION BACKFLOW PREVENTERS WILL BE PAINTED BLACK AND SCREENED WITH SHRUBS. DOMESTIC & FIRE CONNECTION DETAIL ti � 2 W o � O z O W o � O � O � o U O O � N � a � Q Q 0 0 U 0 o � ^ N z N I z I Q r/ � W �01z 0 W W z V m W W 0 U 0 U LLJ _J 0- O O ry W ry LLI y _z 00 w z o m D JK DESIGNED 5/4/04 DATE C4 (§HEET GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS AND TO THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MOST RECENT EDITIONS. SAiD FDOT STANDARDS SPECIFICALLY INCLUDE - INDEX # 102 - PRO7EC710N AROUND INLETS OR SIMILAR STRUCTURES" INDEX # 201 - SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS INDEX # 2J2 - TYPE "D" INLET INDEX # J00 - CURB & GUTTER INDEX # 304 - CURB CUT RAMPS 2. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS SHALL BE SODDED UPON COMPLETION OF CONSTRUCTION. 3. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. 4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE AS INDICATED BY GRADES AND FLOW ARROWS. 5. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION ALL UTILITY COMPANIES AND FOR THE LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST. 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TAKE EXTREME PRECAUTION BY VERIFYING ALL ELEVATIONS, STRUCTURE LOCATIONS, PAVEMENT TIE-INS, CONNECTION TO EXISTING UTILITIES, CONNECTION TO EXISTING STORM STRUCTURES, ETC..., BASED ON THE FINDINGS THE CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN ORDER TO MEET THE PLAN INTENT. 7. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL THROUGHT THE CONSTRUCTION PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER OF THE SITE. THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND THE FLORIDA DEPARTMENT OF TRANSPORATION AS OUTLINED IN F.D.O.T. STANDARD INDEX #102. THE CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN. 8. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY HOLLIS ENGINEERING, INC.; (407) 422-1118. 9. REMOVE ALL STRIPPINGS AND UNCLASSIFIED MATERIALS OFFSITE AND DISPOSE OF IN LEGAL MANNER. 10. FILL TO BE PLACED AND COMPACTED TO A MINIMUM 95% MAXIMUM DENSITY (PER AASHTO T-180) 11. JOHN KIRBY, CONSULTING ENGINEER, SHALL BE NOTIFIED IMMEDIATELY OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. 12. ALL PAVEMENT SHALL BE GRADED TO OBTAIN A MINIMUM GRADE OF 0.30% AND SHALL DRAIN POSITIVELY TO AREAS INDICATED. 13. CONTRACTOR SHALL PROVIDE AND COORDINATE PLACEMENT OF ANY REQUIRED UNDERGROUND CONDUITS NECESSARY FOR PLACEMENT OF UTILITIES (TELEPHONE, ELECTRIC, CABLE.. ETC.) AND THE SPRINKLER SYSTEM. 14. CONTRACTOR SHALL PROVIDE JOHN KIRBY, CONSULTING ENGINEER, WITH AS -BUILT INFORMATION ON THE FOLLOWING: LOCATIONS AND INVERTS OF ALL UTILITIES AND STORM STRUCTURES; AND PAVEMENT LOCATIONS AND GRADES. 15. IF DEWATERING IS NECESSARY THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT TO DETERMINE IF A PERMIT WILL BE REQUIRED. 16. THE EROSION & SEDIMENT CONTROL MEASURES DELINEATED ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROLS SHALL BE UTILIZED AS NEEDED. 17. TRENCH BACKFILL SHALL MEET FDOT REQUIREMNTS FOR CLEAN SELECT BACKFILL. 18. PRIOR TO INSTALLATION OF THE BASE MATERIAL THE LICENSED GEOTECHNICAL ENGINEER THAT PREPARED THE DESIGN REPORTS SHALL DETERMINE THE NEED FOR SPECIAL BASE PROTECTION (I.E. UNDERDRAINS PERFORM DENSITY TESTING CONFIRM PROPER BASE UNDERLAYMENT, CONFIRM SELECT BACKFILL ETC RECOMMENDATIONS REGARDING BASE PROTECTION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD IN WRITING. 19. GEOTECHNICAL INFORMATIOON PROVIDED BY NODARSE ASSOCIATES, INC. 407-740-6110. Future Curb Gutter Cons F- 0 W M L2 N 00 0 rn 0 0 F E E 0 U U) U) 0 0 N I A 20' R Or As Shown C ,r-�"Exp. Joint A L C Valley Gutter Curb And Gutter PLAN V-10" L3'-0w SEC71ON AA sEc non ®a SECTION CC VALLEY GUTTER 7j' Std. 6 Min. *Note: When used on hlgh side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 60, unless otherwise shown on plans. TYPE F GENERAL NOTES 1. Fqr curb. gutter, curb and gutter and traffic separators provide i1 -1 contraction joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. 6' c nd Of Curb a1.. Edge Of PaZ Edge Of Pavt.---� PLAN PLAN Top Of Curb 3' Trans. -Trans. _�,�Top Of Curb -"} Gutter Gutter PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER TYPES E & F Note: For use adjacent to concrete or flexible pavement. concrete shown. For details deplctingQ usage adjacent to flexible pavement, see diagram right. Expansion joint, pro armed joint Oiler and joint seal are required on concrete pavement only, see diagram right. FDOT INDEX J00 CONCRETE CURB AND GUTTER GENERAL NOTES 1. Curb cut ramps are to be constructed on all curbed facilities, but only at those locations where a marked crosswalk adjoins a sidewalk; the crosswalk and sidewalk each can be either existing to remain or new markings and construction. 2. Ramps locations are to be coordinated with and In conformance with crosswalk marking details as shown In the plans. 3. If a curb ramp is located where pedestrians must walk across the ramp, then it shall have flared sides; the maximum slope of the flare shall be 12: 1. See sheet 1 of 2. Curb ramps with returned curbs may be used where pedestrians would not normally walk across the ramp. 4. Ramps shk;ll have a tactile surface, textured to a depth not exceeding by use of a tamp or roller fabricated with an imprinting surface of ,pither 1 mesh 0.250 wire cloth (plain weave, conventional crimp).4 #6 expanded metal (standard) or 3 lb. expanded metal grating. I' 5. Ramps to be constructed at all locations shown in the plans even when sidewalk is not constructed concurrently. i 6. Romps to be paid for as follows: Drop curb to be paid for under the contract unit price for the parent curb, ie, Conc. Curb (TWe ), LF. or Conc. Curb and Gutter (Type` ), LF. (On existing facilities removal of curb or curb and gutter to be included in the cost of curb or curb and gutter.). Ramp to be paid for under the contract unit price for Concrete Sidewalk-( ), SY. (On existing facilities removal of sidewalk to be included in the cost of concrete sidewalk.). Ramp curbs are to be included in the cost for ramps; pay quantity shall be sidewalk area only. PICTORIAL VIEW FOR TRANSVERSE PEDESTRIAN TRAFFIC SEE SHEET 1 OF 2 *�AMPS FOR LINEAR PEDESTRIAN FD 0 T INDC-x TRAFFIC 6" th Varies Ramp RAMP WITH INTEGRAL CAST CURB Varies F1 �- ,- Romp RAMP WITH SEPARATELY CAST CURB RAMP CURB OPTIONS 2 Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F Shown). PLAN VIEW J04 - CURB CUT RAMPS �t_s" -toC PH 2I ALL'6 HANDI W' to r R e to e} a Q N Cn Na G O zZ 0 r- PLAN as a a - v2-e >° can 5j" 5�-5" 4 -1 r Grate " Cl. U to N T TEye Bolt ee Index 201 rs 12� Ctrs. SECTION TYP E D Recommended Maximum Pipe Size: 3'-1" Wall-24" Pipe 4'-1" Wail-36" Pipe INLETS TYPE D Straight Bars 2"" Reticuline Bars 1 j x X Bands 1 x 48 Approx. Weight 180 Lbs. STEEL GRATES Per Ft. Note: Grout to consist of 3:1 Sand -Cement Mixture or any Class Concrete. FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL DRAINAGE STRUCTURE INVERT FDOT INDEX Jf 2J2 AND # 201 TYPE 'D" INLEiS & SUPP DETAILS Z O W ry N I 0 I� :z V) � . W a, O I N 1_1__ 0 Q rz W C z 4<:C W Cn CD Of CD 'r- od W z 0 V/ v! Lj CL_WIII O U O d W _j n O U 0 m LLJ n-- � L_ C0 L� ry o } O CC) -D Of Ne: JK DESIGNED JK DRAWN 5/10/04 DATE 5(� SHEE�f 1 w EARQIMSTURBEI 1 �� ice•{��. somEll" 1���:+�:{"• i. • ;i• 1•ti 1•t�. i �•�*, :*.y: ice. SEE NOTE 1 (TYP.) 2500 PSI CONCRETE SHEETING : 1► M. CONCRETE 0" MIN. " SHEETING 6" MIN. FULL ENCASEMENT SEE NOTE 1 (TYP.) SEE NOTE 1 (TYP.) ► I •:q► ILL NOTES: SIDES CAN 1. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN BE FORMED 24'' AND 24' MAX. FOR PIPE DIA. 24' AND OVER. 2. 'D' REFERS TO THE DIAMETER OF THE PIPE 3. 'T' REFERS TO THE THICKNESS OF THE PIPE. 2500 PSI 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL CONCRETE ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING UNDISTURBED EARTH AND BRACING EXCAVATIONS. CRADLE OR HALF ENCASEMENT CONCRETE ARCH AND ENCASEMENT DETAILS a NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED M 95% OF THE MAXIMUM DENSITY AS PER AAISHTO T-180. 2. TRENCH BACKFILL• COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON TILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 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. & 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 04MI IG AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTWA11ON REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE —� SEE NOTE 2 --- RESILIENT SEAT M. J. GATE VALVE WATER MAIN OR RECLAIMED MAI 6' BEDDING ROCK ' 8 BRANCH SEWER MAIN r� : ' YE WITH 6 BRANCH �w BEND WA 1 '1 u I ROTATE SPRING LINE TERMINAL DEPTH 30° Cam• AS REQUIRED FOR (SEE NO 3) SEWER MAIN HOUSE SERVICE (3' MIN.)(TYP.) 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 ADJUSTABLE SCREW T11 -CAST IRON VALVE BOX (SEE NOTE 1) z" LOCATE WIRE PIPE OBREPIPE ON NUT NOTES: EXTENSIONS SHALL BE MANUFACTURED, EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. 2. THE ACTUATING NUT FOR DEEPER VALVES SHAD BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS' OPOSTTE OF EACH OTHER ON ACTUATOR. GATE VALVE AND BOX DETAIL (M 4W) METALLIC LOCATING TAPE FINISHED GRADE mIT, ON � • � li. ,�_i_ l 1 " MAX. �— METALLIC LOCATING WIRE 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 PVC PIPE LOCATING WIRE DETAIL RESTRAINED DI -PIPE — SEE RESTRAINED PIPE TABLE FOR RESTRAINED LENGHTS �— DUCTILE IRON z WATER MAIN 45 DEG ELBOW RESTRAINED JOINTS (TYP.) NOTES: NO JOINTS 1. THIS METHOD TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW UTILITY PIPE TO CROSS ABOVE STORM SEWER WITH 18" VERTICAL SEPARATION AND MAINTAIN 35" MIN. COVER TO FINISHED GRADE. 2. SUBMIT SHOP DRAWINGS FOR EACH PARTICULAR SITUATION. 3. ALL RESTRAINED JOINTS. NO THRUST COLLARS TO BE USED WITH THIS MEMOD. UTILITY TRANSITION DETAIL (FIc. I" POTABLE WATER MAIN T i. IZ to RECLAIMED WATER MAIN nz z �n SEWER (GRAVITY OR FORCE MAIN) 1. A MINIMUM HORIZONTAL SEPARATION OF 5' (CENTER TO CENTER), OR 3' (OUTSIDE TO OUTSIDE), WICHEVER PROVIDES THE GREATEST OUTSIDE TO OUTSIDE SEPARATION, SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR WASTEWATER MAINS. 2. SMALLER HORIZONTAL SEPARATION DISTANCES ARE ALLOWED IF ONE OF THE FOLLOWING CONDITIONS ARE MET: A) THE TOP OF THE RECLAIMED WATER LINE IS INSTALLED AT LEAST 18" BELOW THE BOTTOM OF THE POTABLE WATER LINE. B) THE APPLICANT PROVIDES AN AFFIRMATIVE DEMOSTRATION IN THE ENGINEERING REPORT THAT ANOTHER ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF PROTECTION. 3. A MINIMUM HORIZONTAL SEPARATION OF 10' (CENTER TO CENTER). SHALL BE MAINTAINED BETWEEN WASTEWATER MAINS AND POTABLE WATER MAINS, UNLESS D.I.P. WATER MAINS ARE USE, FOR WICH A 5' SEPARATION IS ALLOWED. (FIG. 112) MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND WASTEWATER MAINS z 0 U) w Of I U J W n o / \J o rn m W _ � W � � z_ co U r z � LL z o � � O m D JK DESIGNED JK DRAWN 8/23/04 DATE C6 SHEE\T / 11, of b-s SECTION 02871 BIKE RACKS These specifications were current at the time of publication but are subject to change at any time without notice. Please confirm the accuracy of these specifications with the manufacturer and/or distributor prior to installation. PART 1 GENERAL Summary 1.1 This section includes specifications for the Rolling Bike Rack. Bikes parked per unit: 2H: 4 Bikes 3H: 6 Bikes 4H: 8 Bikes 5H: 10 Bikes 1.2 Quality Assurance Installer Qualifications: An experienced installer who has completed installation of bicycle racks similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in—service performance. Manufacturer Qualifications: A firm experienced in manufacturing bicycle racks similar to those pequired for this project, and with a record of successful in service performance. Source Limitations: Obtain each color, finish, shape, and type of bicycle rack from a single source with resources to provide components of consistent quality in appearance and physical properties. Product Options: Drawings indicate size, shape, and dimensional requirements of bicycle racks and are based on the specific system indicated. 1.3 Submittals Product Data: Include physical characteristics such as shape, dimensions, bicycle parking capacity and finish for each bicycle rack. Shop Drawings: Show installation details for each bicycle rack. Samples for Verification: Submit finish samples for review and verification. Include recommended methods for repairing damage to the powder coat finish. Maintenance Data: For each bicycle rack. Include recommended methods for repairing damage to the powder coat finish. 1.4 Delivery, Storage, and Handling Store bicycle racks in original undamaged packages and containers until ready for installation. Handle bicycle racks with sufficient care to prevent any sratches or damage to the finish. a 3 I Q 3 . I 3 3 a a ° ° a a 4 a a. - WM-WA WM-WA WM_WA_WA WM WM_WA PART 2 PRODUCTS 2.1 Acceptable Manufacturers Provide bicycle racks manufactured by DERO BIKE RACK CO., 1429 Washington Ave. South — Suite 2, Minneapolis, MN 55454-1000, 1-888-337-6729 2.2 Materials 2.375" OD Schedule 40 Pipe. 2.3 Finishes Finish: body is black TGIC powder —coat (standard). Over 250 high quality TGIC powder —coated colors are available from Dero Bike Rack Co. Option: Hot —dipped galvanized finish or a black TGIC powder coat finish. All powder coat finishes are applied over an electrostatically applied epoxy primer. 2.4 Rolling Bike Rack Space Use Bikes will be locked perpendicular to the Rolling Rack as shown in the diagrams. When bikes are locked to it, the Rolling Rack will use approximately the amount of space listed in these diagrams. To ensure that the Rolling Rack is convenient and safe for bicyclists, use these minimum space use configurations when installing a Rolling Rack next to a wall or street, or if you are putting several Rolling Racks next to each other. Setbacks i Wall Setback: A minimum of 24" should be left between the wall! and the rack. 36" is the recommended setback. Street Setback: For racks running parallel to the street, a 96" setback is recommended. For racks installed perpendicular to the' street, a 24" setback is the minimum setback distance between the street and the rack. 36" is recommended. The foot —mounted Rolling Rack has a 6" x 6" plate which is installed onto a concrete base with 4 masonry anchors. The foot —mounted Rolling Rack is generally less expensive to install and easier to remove than the in —ground model, while maintaining the same degree of security. 3/8" anchors are the standard setup shipped with this rack. PART 3 EXECUTION 3.1 Installation Installation Method: In —ground mount is embedded into concrete base. Flange mount has two 6" x 6" feet plates — 8 anchors. 3.2 Ordering Information When ordering or specifying this rack, make sure the poduct type, finish, and fastener type (if applicable) are included. Contact you Dero' representative for a current price list or to place an order. 3.3 Included with every Bike Rack Included in the price is either a hot —dipped galvanized finish or a black TGIC powder coat finish. The foot —mounted Rolling Rack includes 8 wedge anchors or concrete spikes. 3.4 Freight Swerve Racks can be shipped UPS. Some Rail RAck setups can also b shipped UPS. Call 1-888--337-6729 for freight quotes. DERO BIKE RACK CO. 221 Arthur Ave. SE Mineapolis, MN 55414 Contact: Rolf Scholtz Phone: (612)359-6729 Fax:(61 2)331 —2731 E—mail: dero@dero.com Website: www.dero.com USELECT DESIRED MOUNT ❑FOOT MOUNT DIN GROUND MOUNT SELECT DESIRED UNIT 24.01 " LO Q0 i J0.LJ ❑ 2H — 4 BIKES 62.39" DERO BIKE RACKS, INC. 221 ARTHUR AVE. SE MINNEAPOLIS, MN 55414 1-888-337-6729 PHONE:(612)359-0689 FAX:(61 ) 331-2731 www.dero.com F • • 1713H — 6 BIKES �Mm ❑4H — 8 BIKES ❑5H — 10 BIKES NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmarketsite.com REFERENCE NUMBER 118-003 DERO ROLLING RACK 2H, 3H, 4H AND 5H PROTECTED BY COPYRIGHT — 118-003 03/18/03 N F1 T E; xxColor to be painted b�ack, xxxContractor to submit shop drawings for Installation to Landscape Architect, prior to instaRing, www.coddetails.com NOTE1 Failure to notify Landscape Architect of plan, detail, or k specification discrepancies prior le to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc,) qL*FM_ 0 *1 MODEL: 1100-05 COLOR: DARK BRONZE DESCRIPTI❑N - Parking Bollards are 36" high and available in three sizes of galvanized steel including welded cap, Installed permanently or in sleeves with optional locking device: HEIGHT: 36" WEIGHT; 74 WWW,WABASHVALLEY,C❑M CONTACT MARY LANGSLEY AT CONTRACT C❑NNECTI❑N FOR ❑RDERING INF❑RMATI❑N 1-800-772-8369 PR❑DUCT1 AT10OR MODEL: ASH/TRASH - RIB COLOR: DARK BRONZE DESCRIPTI❑Ni Our ash/trash unit is fabricated with a 4 3/4" diameter hole f or trash and a 13 1/4" diameter galvanized collection liner, and are of f ered in diamond, perf orated or rib patterns. Standard or f (are top options are available, All are sold standard with black ashtrays and can be surf ace mounted or used with our optional inground mount, All colors shown here, WWW,WABASHVALLEY,C❑M CONTACT MARY LANGSLEY AT CONTRACT CONNECTION FOR ORDERING INFORMATION 1-800-772-8369 SITE FURNISHINGS ARE OWNER'S ❑PTI❑N, COLORS TO BE APPROVED BY OWNER, Site furnishings proposed by City of Ocoee Code KEYMAP 8'-0" 4f-011 8'-011 TRASH / CIGARETTE 1'-0" 4'1-01 O 0-- LIGHT BOLLARD CH - O B O E.J. = EXPANSION JOINT ° E.J. e EXISTING S/W .4 ° a °d ° WM WM-WA WM-WA-WA WM-WA WM WM WM WM -WA KEYMAP 8'-011 4'-011 1-011 t— O Eel 8'-011 TRASH / CIGARETTE Q-- LIGHT BOLLARD -�l— BENCH O o PR❑DUCTS ER45PO M❑DELi 4' BENCH - RIB COLOR: DARK BRONZE DESCRIPTI❑Ni SEE PHOTO T❑ RIGHT WWW,WABASHVALLEY.C❑M CONTACT MARY LANGSLEY AT CONTRACT CONNECTION FOR ORDERING INF❑RMATI❑N 1-800-772-8369 E.J. = EXPANSION JOINT d u - E.J.° ® ® Nrr °. a d EXISTING S/W. Q ° ° d d ° d a 4 ° 4 WM-WA WM WM WM-WA WM WM-WA WM n WM-WA-WA 4' •❑ d 1-011 i— O 4 .. ° WM WM WM WM WM KEYMAP 4'-011 81-011 TRASH /iCIGARETTE Qom-- LIGHT BOLLARD BENCH 0 E.J. = EXPANSION JOINT °Q E.J. v d d Q M 4 d A d WA -WA -WA-WA-WA _WA_WA _WA NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction Makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc,) K'N i — Mi. o CIO 00 CL V) w z J 0 a f2 v Q 09 I&' f44�1� 1 � �tr3=L , • u '� of iooi r-o r-no KIMAi -roc-=c /-rvo\ 52 SCALE: 1" = 20' E IRRIGATION LEGEND: o HUNTER PROS-06 POP—UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ❑ HUNTER PROS-06 POP—UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) o HUNTER PROS-06 POP—UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) ® HUNTER PROS-06 POP—UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) ® HUNTER PROS-06 POP—UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) • HUNTER PROS-12 POP—UP SPRAY W/ 15' NOZZLE (ARC AS NEEDED) ■ HUNTER PROS-12 POP—UP SPRAY W/ 12' NOZZLE (ARC AS NEEDED) • HUNTER PROS-12 POP—UP SPRAY W/ 10' NOZZLE (ARC AS NEEDED) m HUNTER PROS-12 POP—UP SPRAY W/ 8' NOZZLE (ARC AS NEEDED) m HUNTER PROS-12 POP—UP SPRAY W/ 15' STRIP NOZ. (ARC AS NEEDED) ® HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #4 NOZ (ADJ. ARC) ® HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #5 NOZ (ADJ. ARC) Q HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #6 NOZ (ADJ. ARC) ® HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #7 NOZ (ADJ. ARC) ® HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #8 NOZ (ADJ. ARC) O HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #9 NOZ (ADJ. ARC) ® HUNTER PGP—ADJ PART CIRCLE ROTOR W/ #10 NOZ (ADJ. ARC) DENOTES USE OF FULL CIRCLE ROTOR (360• ARC) HP DENOTES THE USE OF HUNTER PGH—ADJ SHRUB ROTOR ©HUNTER ICC-2400—PL HYBRID IRRIGATION CONTROLLER (SEE IRRIGATION NOTES FOR INSTRUCTIONS) MINI—CLIK #502 RAIN SHUT OFF DEVICE (SEE NOTES) HUNTER ICV—FS SERIES 24 VOLT REMOTE CONTROL VALVE QQ TERMINATION POINT OF SPARE WIRE FROM CONTROLLER N ISOLATION GATE VALVE — LINE SIZE POINT OF CONNECTION — 1.5" REUSE IRRIGATION METER (60 GPM AT 60 PSI REQ'D) PVC SDR-21 200 PSI "PURPLE" SOLVENT WELD MAIN LINE PIPE SIZED AS INDICATED PVC SDR-26 160 PSI SOLVENT WELD LATERAL LINE PIPE (TO BE SIZED NOT TO EXCEED A VELOCITY OF 5 FPS / MAX. PSI LOSS IN ZONE LINES NOT TO EXCEED 10% OF OPERATING PSI) MINIMUM PIPE SIZE TO BE 3/4" PVC SCH 40 SOLVENT WELD SLEEVE PIPE — SIZED AS INDICATED x HUNTER PCB-10 BUBBLER ON PVC FLEX PIPE n62- STATION 4 NUMBER IV GALLONS PER MINUTE VALVE SIZE VALVE DESIGNATION GUIDE KEy" f1 v.... flo '�' � •��• �� E'er 'r i / 1. { ((ii}}1t 01 ,fir Low f ^.. - NOTE1 Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc.) M W Z Z a Z Q to U S U Q W Q U V) Z Q 0 r 4ftI"'F40Ali I •t DC � �_ 7 N •� A i I 52 I I $ 52 I '��-" 9 52 3• 4 ■ ■ • ■ ■ ■ ■ • ® M ®■ ■ ■ -� " REFER TO LANDSCAPE PLAN --ief--------�K- -- 4-------- „ --aa%-------------------- ------------ " ------ -__�_ ■ ■ -.------.--..---------------- I I 1 I----- ----y--_- ■ ■ ,---------------•=�� ---------L--------i- --- i-- -- �--_�_ ------- Jed-T-- ------r---% --- -•--• --- ---- --- ---------------- Jf N_-- — —— --- 2 — ., — I � I i I I I � I - ----------------------------------------------- -- ------------------------------------------------ -- : I I � -- I , I � � Ii -------------------------------------------------- - ----------------- i I I -------------- -- i i I i I W I I i I i I i I i I I C- -------------------------------------------------- --- -------------- i 30�000 SF 3e m-e-_--s--�__________ ____ i I i WAREHOUSE AREHOUSE/FLEX SEX INGBLDG.� i I D_ BLDG. ,-------------- _-- STY-_30 HT) T __ ----- _- � I N G i FF _ i I 1 26. 85 F-F- — SIE 126.85 i I A i I---------------------- _ -- I I ------------------------- - -------------------------------------------------- 1 I � i I I I i _ __ � i I ----------------------------- II _____________ -- ----------------------------------------------- ----- I 3 � I I I I II I i I I � i II ----------------------------------- -- --- ----------------------------------------------- --- 52I I r ►"� 1 ; ------------------------------------ - I H I 2 ° �J 51 I I W �� 3 S� Relocated from proposed location off of S- 52 a 19 I Relocated from proposed location off of L - 1" 18 i p o I 2" ° 3 M .50 G M IJ t ---- ------ - I 1 • 4 3• ; i I -------------- r --- ----- --- 4' — F ------ ___ I �F F --wry flllNlfl '.- ---___-_"_------"I L .HMO 4 1 F F F F F L 1 —_____ 1 r 4. 6 77 z �. �. — — — .� ..� �. — — +� .�� — �- �- �. .�. — .�. _ _ _ F F F/� F �-7 1 m _ _ 1 1 I I J x � � -- 14�-f O V I F�— F F 1 — — C I i 7 3--------- - I -- ------------------------,-- -i---- -L � -------------- 2L-------- L__ °--� fl Its ■ ■ t� ■ ■ a m ° a'----L--------- �-- --------- - -L --t'----------------__- - --------- -- - -- - o, °H P o E—CP H P I RN /NI RN PROPOSED REUSE IRRIGATION IMETER I_0 I IU BUS-1 N_ PARKWAY7- i SCALE: 1" = 20' W\ , 1. Irrigation system design requirements: 60 GPM ® a minimum of 60 PSI at the point of connection. The Irrigation Contractor shall verify the available GPM and PSI prior to installation of the system. 2. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that conditions exist that might not have been considered in the design process. For example : obstructions, grade differences, water levels, dimensional differences, etc. Refer to the Landscape Plan to avoid conflicts S with proposed trees or shrubs. 3. Piping may sometimes be indicated as being located in unlikely areas: i.e., under buildings or pavement, outside of property lines, in lakes or ditches, etc. This is done for graphic clarity only. Whenever possible, piping is to be installed in open, green" areas. 4. If required, the Irrigation Contractor shall provide the necessary "Right of Way" use permits. 5. Pipe sizes shall conform to those on the drawings. Substituting with smaller pipe sizes will not be permitted. 6. Mainline is to be installed with a minimum of 18" depth of cover. Lateral lines are to be installed with a minimum of 12" depth of cover. 7. Unless otherwise indicated, all sleeves are to be PVC Sch 40 and two (2) nominal sizes larger than the pipe to be sleeved. For example: The sleeve for a 2" pipe shall be 3". No irrigation sleeve shall be smaller than 2". 8. Wherever practical, install valves in mulched beds and/or out of high traffic areas. All valves , flush valves and wire splices shall be installed in Carson structural foam "plastic" valves boxes with "purple" lids as follows: Remote Control Valves 1419B-12, 12" std. rect. box Isolation Gate Valves /910-12, 10" round pit Wire Splices #910-12, 10" round pit 9. Refer to Valve Designation Symbols for controller, station number and designed flow rate for each remote control valve. 10. All 24 volt control cable to be UL Listed, single strand, type OF 600 Volt control cable. Size and color as follows: Common Wires - size AWG #12 or larger and WHITE in color. Hot Wires - size AWG #14 or larger and RED in color. Spare Wires - size AWG #14 or larger and BLUE in color. 11. All splices to the 24 volt control wiring shall be made with King Technology (King 6) silicone -filled safety connectors. 12. All control valve wires shall be bundled and taped together at 20' intervals and placed along the side of the mainline pipe. 13. All pop-up sprinkler heads shall be installed level and flush to grade. Mount all sprinklers on flexible connections as follows: 1 /2" inlet spray heads 18" of Heavy Wall PVC IPS Hose 3/4" inlet rotor heads 18" of Heavy Wall PVC IPS Hose 14. The tops of all shrub sprinklers shall be installed 12" above the height of the surrounding plant material. For plant heights of 12" or more, support the riser with a #5 rebor stake and nylon cable ties. All risers shall be placed a minimum of 12" from any sidewalk, edge of pavement or structure. 15. Location of all sprinkler heads shall be site adjusted to minimize water overthrow onto building surfaces and walkways. Throttle valves on spray zones as required to prevent fogging. 16. Install drip tubing at grade and cover with mulch. Typical spacing for drip tubing is 18" to 24" on center. Spacing to be determined by plant layout. Refer to Landscape Plan. Anchor tubing every 7' with 8" long wire tubing stakes. Install flush valve assemblies at all tubing "dead ends". Install air/vacuum relief valves at "high points" of every section. 17. Exact controller location(s) shall be coordinated with an Owner's Representative prior to installation. Unless otherwise stated, the Owner shall provide 110 volt power to the controller location(s). The Irrigation Contractor is responsible for the connection from the power source to the controller(s). 18. Install a separate TE/120VAC-15A1 surge arrester to the incoming (110 volt) power supply to each controller. Properly ground each controller to a 5/8" x 8' copper clad ground rod with AWG #6 bare solid copper wire. A proper ground should have 10 ohms or less resistance to earth. Use of multiple ground rods may be necessary to achieve the desired resistance reading. 19. The rain shutoff device shall be installed to meet local codes and/or minimum manufacturer's recommendations. Obstructions, vandalism and ease of service shall be considered in locating the device. All wiring between the rain switch and the irrigation controller shall be enclosed in 1/2" PVC electrical conduit. 20. The IRRIGATION CONTRACTOR shall prepare an AS -BUILT drawing on reproducible paper showing all installation that deviates from these drawings. The AS -BUILT drawings shall locate all main line piping, control wires and valves by showing exact measurements from hard surfaces. 21. Any other equipment required that is not other wise detailed or specified shall be installed as per manufacturer's recommendations and specifications. KEWMAP NOTE: Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction rakes contractor responsible for all costs incurred for construction charges, not the owner or his represent ative(Lanciscape Dynamics, Inc,) i94,�idJZ�iew li *,W_0 n od b be tWodwK daq. & v apYi i Im 4W =W �I I - Mrs tay tD C a�gM1 bay #Ad prig Alert ft dA tq to wpm u in prmbin tm tA09P�AFE ottM►R,s W. 0 �E v •v a� a 0 N •v c o � -D t0 0) cc h _ in LL ;p — Q i� ti " ij I in :p i� LL W W Z J Z Q U W Q 00 CS W. 52 11 I 01 1001 CO E'nO AIMA/ ==-c ITVo\ 52 KEYMAP NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc,) CD I Symbol QTY Common Name CANOPY TREES r \ O � Botanical Name Specifications 12 QV Live Oak Quercus virginiana 3"-3 1 /2" dbh, 10'-12' x 5', container grown UNDERSTORY TREES 17 IAE East Palatka Holly 18 LI Crape Myrtle SHRUBS O247 vo Sweet Viburnum GROUNDCOVERS +/-12,388 sq. ft. sod St. Augustine'Floratam' Ilex attenuata 'East Palatka' 2"-2 1/2" dbh, 8`-10' x 3, container grown Lagerstroemia indica 'Natchez' 6-8' o.a. x 4-5` spr., std trk 2" dbh. Viburnum odoratissimum Stenotaphrum secundatum square feet, solid & weed free NOTE: LANDSCAPE AREAS AND SOD TO RECEIVE AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WITH 100% COVERAGE. IRRIGATION SYSTEM TO INCLUDE, RAIN SENSOR, AND BE DESIGNED TO CONVERT TO RECLAIMED WATER, WHEN AVAILABLE. NOTE: FOR PLANTING ALONG THE SOUTHERN AND EASTERN PROPERTY LINES, REFER TO SHEET LS-02 ISSUED FOR PERMIT ON JUNE 1ST, 2003, BY GLATTING, JACKSON, KERCHER, ANGLIN, LOPEZ, RINEHART. 2 LIVE OAKS TREES, AND 3 EAST PALATKA HOLLY TREES HAD TO BE RELOCATED FROM APPROVED PLAN. TREES RELOCATED FOR THE PURPOSES OF ALLOWING TWO ACCESS POINTS AT DRIVEWAY APRONS. ALL APPROVED LANDSCAPE IS HALF -TONED ON THIS SHEET. THE RELOCATED TREES HAVE A REVISION CLOUD AROUND THEM. NOTE: REFER TO SHEET LS-02 (THE APPROVED PLAN) FOR BERM LOCATION ALONG EAST PROPERTY LINE. NOTE: 2 SIGNAGE LOCATIONS IN TOTAL SIGNAGE DETAIL PLEASE SEE CIVIL ENIGNEER PLANS FOR LOCATIONS -- SIGN TO LOOK VERY SIMILAR TO SIGN USED FOR THE MASTER PLAN SCALE 314" = f-0° USE SAME MATERIALS, BUT MARE THIS SIGN SMALLER LENGTH WISE. LANDSCAPE TABULATION FOR TOTAL SITE** GENERAL REQUIREMENTS ADJACENT TO BUILDING PERIMETER 1130 LF BUILDING PERIMETER WEST BUILDING NORTH PERIMETER 100' 3.50 TREES 4 TREES *EAST PERIMETER 300' SITE PREVENTS PLANTING SOUTH PERIMETER 100' 3.50 TREES 4 TREES WEST PERIMETER 300' 10.00 TREES 10 TREES CENTER BUILDINGS NORTH PERIMETER 200' 8.00 TREES 8 TREES *EAST PERIMETER 300' SITE PREVENTS PLANTING SOUTH PERIMETER 200' 8.00 TREES 8 TREES *WEST PERIMETER 300' SITE PREVENTS PLANTING NOTE: EAST BUILDINGS NORTH PERIMETER 100' 3.50 TREES 4 TREES EAST PERIMETER 300' 10.00 TREES 10 TREES SOUTH PERIMETER 100' 3.50 TREES 4 TREES 4 DUMPSTER LOCATIONS IN TOTAL *WEST PERIMETER 300' SITE PREVENTS PLANTING PLEASE SEE CIVIL ENIGNEER PLANS FOR LOCATIONS * SITE LOCATION LIMITS PLANTING ON EAST AND WEST SIDES . OF BUILDINGSPLANNG METAL GATES TO BE PRIMED AND PAINTED ALONG PER OF BUILDING FACG PROPRTY LINES,n ETER HAS EXCEEDED MTHE REQUIRED PLANTING AREAS OF 5 LINEAR FEET, BLACK WITH 2 COATS OF PAINT AND IS EXCLUDED FROM 7N1S NOTE. PLEASE REFER TO SHEET FOR SPECIFIC LOCA TIONS ADJACENT TO PUBLIC RIGHT—OF—WAY 21100 LF CANOPY 31100 LF UNDERSTORY EAST It 364.00' 75 SHADE TREES 8 TREES 11.5 UNDERSTORY TREES 12 TREES SOUTH IE 843.00' 17.00 SHADE TREES 20 TREES 26.00 UNDERSTORY TREES 26 TREES ADJACENT TO CON77G000S PROPERTIES 21100 LF CANOPY 31100 LF UNDERSTORY WEST If 360.00' 75 SHADE TREES 8 TREES 11.00 UNDERSTORY TREES 11 TREES NORTH R 802.00' 16.50 SHADE TREES 17 TREES 24.50 UNDERSTORY TREES 25 TREES **TREE LANDSCAPE TABULA71ON REQUIREMENTS TOP ELEVATION ARE FROM OCOEE CITY ORDINANCE, No. 99-23 _ 1 LANDSCAPE DESIGN STANDARDS 18174.12 SCALE 114" =1'-0" I zo I 1210, SIDE ELEVAT SCALE 114" =1'-0' 14'0' 1 FRONT ELEVATION SCALE U4" =1'-o" I:i�iiTr�� NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc.) 0) N = Et9�' Oil All, ���� 4 Symbol QTY Common Name CANOPY TREES 7 QV Live Oak0 UNDERSTORY TREES 11 [AE East Palatka Holly 19 LI Crape Myrtle SHRUBS Q165 vo Sweet Viburnum GROUNDCOVERS +/- 27,249 sq. $. sod St. Augustine'Floratam' Botanical Name Specifications Quercus virginiana 3"-3 1/2" dbh, 10'-12' x 5', container grown Ilex attenuate 'East Palatka' 2"-2 1/2" dbh, 8'-10' x 3, container grown Lagerstroernia indica 'Natchez' 6-8' o.a. x 4-5' spr., std trk 2" dbh. Viburnum odoratissimum 30-36" o.a. x 24-30" spr. 7 gal. can, full 30" o.c. Stenotaphrum secundatum square feet, solid &weed free ad NOTE: LANDSCAPE AREAS AND SOD TO RECEIVE AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WITH 100% COVERAGE. IRRIGATION SYSTEM TO INCLUDE, RAIN SENSOR, AND BE DESIGNED TO CONVERT TO RECLAIMED WATER, WHEN AVAILABLE. NOTE: FOR PLANTING ALONG THE SOUTHERN AND EASTERN PROPERTY LINES, REFER TO SHEET LS-02 ISSUED FOR PERMIT ON DUNE 1ST, 2003, BY GLATTING, JACKSON, KERCHER, ANGLIN, LOPEZ, RINEHART. 2 LIVE OAKS TREES, AND 3 EAST PALATKA HOLLY TREES HAD TO BE RELOCATED FROM APPROVED PLAN. TREES RELOCATED FOR THE PURPOSES OF ALLOWING TWO ACCESS POINTS AT DRIVEWAY APRONS, ALL APPROVED LANDSCAPE IS HALF -TONED ON THIS SHEET. THE RELOCATED TREES HAVE A REVISION CLOUD AROUND THEM. NOTE: REFER TO SHEET LS-02 (THE APPROVED PLAN) FOR BERM LOCATION ALONG EAST PROPERTY LINE. LLI CL KEYMAP NOTE; Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc.) A� I t�NQ9CIP��E tt�S tla nay � oar tlR aalrsfp�a 7Nw �i pig on 0d b i» rpodp4 diag.4 ar aaplM Y�aq fan v nanor Aata�, eor m fiq io br aa�ai b aqr � !off � *d .bYiiig IM aipw� nkin MrNain taw tlII�P�APE OMN1165 W. f� co c� a o� T7 C7 �D Q0 c�ti r m � Ci �i G 0 CT.) O� n� n� rn� s d. Q U) 0 z Q C ( J o ' C AGRIFORM FERTILIZER TABLETS v �_ PLACED A MAXIMUM 4" FROM ROOTBALL AND 6"-8" BELOW FINISH GRADE SOIL MIXTUR IN THE BOT- PLANT PIT `. TAMPED PRI SETTING OF PREVENT SE "DUCKBILL" TREE ANCHORS (3-REQUIRED, EQUALLY SPACED) — 2-STRANDS TWISTED #12 SOLID GALVANIZED WIRE - ADJ-A-TYE ROOT BALL TREE PIT -LIMIT OF MULCH ran r.in r CUT TERMINAL LEADER SELECTIVELY PRUNE TREE CROWN ED STEEL <LE WITH WHITE -APE FASTENED 11 vl FERTILIZER TABLETS FINISH GRADE -ING SOIL MIXTURE NG SUBSOIL ",,..,,.� . , , .. J BE 1.5 TIMES THE ROOT BALL TYPICAL STAKING AND PLANTING DETAIL SCALE: N.T.S. SAUCER 3" MULCH BALL OF EARTH & - ROOTS (VARIES) COMPACTED - PLANTING MIX TO PREVENT SETTLEMENT NOTE: • STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT • WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIMS SPECIFIED PLANTING MIX I I=I 1 ( WATER & TAMP TO - REMOVE AIR POCKETS -� E 2"- COMPAC PLANTIN PREVENT SETTLEM AGRIFORM FERTILIZER TABLETS ,- FINISH GRADE SOIL MIX WITH TERRASORB GRANNUALS GRANNUALS PER. MANUFACTURES SPECS. III I II I' EXISTING SUB SOIL PLANTING PIT IS TO BE 1.5 TIMES THE ROOT BALL TYPICAL SHRUB PLANTINIG DETAIL II, SCALE: N.T.S. EDGE OF BEDLINE --" NOTE: FORM EDGE OF BED, THEN FILL IN BED AT TRIANGULAR SPACING AS SPECIFIED ON PLANT LIST. TYPICAL SPACING DETAIL SCALE: N.T.S. INSTALLATION NOTES LANDSCAPE CONTRACTOR (LC) SHALL BE RESPONSIBLE FOR: I -ALL WORK AND MATERIALS AS CALLED FOR ON THE LANDSCAPE PLAN. 2" X 2" HARDWOOD STAKES -VERIFYING MATERIAL QUANTITIES ON THE PLAN, PLAN TO CONTROL. DRIVENFIRMLY A MINIMUM OF 18" INTO THE SUBGRADE -COMPLY WITH ALL LOCAL CODES AND ORDINANCES. —PRIOR TO BACKFILLING -OBTAIN ALL PERMITS AND BONDS TO CONSTRUCT THE PROJECT. 2 STRAND 12 GAUGE GALV. -COORDINATE HIS WORK WITH OTHER CONTRACTORS. WIRE TWISTED AND ENCASED -SUPPLYING ALL MATERIALS, LABOR, AND EQUIPMENT FOR HIS WORK. IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE -VERIFY ALL EXISTING GRADES, DIMENSIONS, AND CONDITIONS IN THE FIELD AND BRING 2 WIRED SUPPORTS SHALL BE DISCREPANCIES TO THE ATTENTION OF THE OWNER PRIOR TO COMMENCEMENT OF WORK. USED ON MAIN STRUCTURAL BRANCHES -PROTECT EXISTING UTILITIES, SURFACES, STRUCTURES, AND VEGETATION TO BE SAVED """''IIII IIIII IIIII " - AND BE RESPONSIBLE FOR REPAIR AND REPLACEMENT. -TREES TO BE SAVED SHALL BE PROTECTED. PARKING OF VEHICLES, MATERIAL STORAGE, SOIL REMOVAL, AND ADDITION OF FILL SHALL NOT BE PERMITTED WITHIN DRIPLINES. ALL =III=III=I WORK IN THESE AREAS SHALL BE DONE BY HAND. III—III=1�I111 (III -ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO.1 OR BETTER AS IDENTIFIED IN GRADES —III—III AND STANDARDS FOR NURSERY PLANTS DIVISION OF PLANT INDUSTRY STATE OF FLORIDA -III-III-1 -ALL PLANT BEDS AND TREE SAUCERS SHALL BE DRESSED WITH A MINIMUM OF 2" SHREDDED 2 X BALL DIA. CYPRESS MULCH OR MINI PINE BARK MULCH. L SHA R RANTY ALL TREES FOR 180 DAYS, SHRUBS AND GROUND COVERS FOR 90 DAYS AND SOD FOR 30 DAYS AFTER ACCEPTANCE BY OWNER. REPLACEMENT MATERIALS SHALL BE GUARANTEED FOR AN ADDITIONAL 130 DAYS. MULTI -TRUNK TREE STARING -ALL PLANT MATERIAL SHALL BE ALIVE AND SHOWING GROWTH AT THE END OF THE GUARANTEE PERIOD. SCALE: NOT TO SCALE -TRANSPLANTED PLANT MATERIAL SHALL NOT BE GUARANTEED. -LC SHALL EXAMINE SOIL OF ALL PLANTING AREAS FOR SUITABILITY TO SUSTAIN PLANT GROWTH AND RECOMMEND SOIL ADDITIVES/ FERTILIZERS TO OWNER PRIOR TO PLANT INSTALLATION. -LC SHALL NOT BE RESPONSIBLE FOR PLANT MATERIAL DEATH OR DAMAGE DUE TO FLOODING (INCLUDING HEAVY RAINFALL) LIGHTNING, VANDALISM, AUTOMOBILES, FREEZING WEATHER, DROUGHT, WINDS IN ACCESS OF 50 MPH, IRRIGATION FAILURE, OR OWNER NEGLIGENCE. -PROPER WATERING AND MAINTENANCE ARE THE OWNERS RESPONSIBILITY DURING THE AGRIFORM FERTILIZER TABLETS GUARANTEE PERIOD. FINISH GRADE -LC SHALL KEEP JOB SITE CLEAN AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES. -ALL LANDSCAPED AREAS SHALL RECEIVE AUTOMATIC IRRIGATION. -PLANT MATERIAL GUARANTEE APPLIES ONLY TO THOSE PLANTS GUARANTEED BY THE PLANT SOIL MIX WITH TERRASORB GROWER AS PROPERLY INSTALLED BY THE LC. GRANNUALS PER MANUFACTURER SPECS. —OWNER OR OWNER'S REPRESENTATIVE MUST APPROVE LANDSCAPE AND SOD INSTALLATION EXISTING SUB SOIL ! IN WRITING (FORM TO BE PROVIDED BY CONTRACTOR) AND OWNER MUST SECURE THE SERVICES T- OF A LICENSED PEST CONTROL COMPANY IMMEDIATELY UPON COMPLETION OF LANDSCAPE AND PLANTING PIT IS TO BE MUST NOTIFY OWNER IN WRITING WITHIN 5 BUSINESS DAYS 1.5 TIMES THE ROOT BALL TYPICAL GROUNDCOVER PLANTING DETAIL SCALE: N.T.S. NOTE1 Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc,) i40ME DINIM NC enarw n aaa b a�►liht ad cow pa my b Y sm Mari, Id►s► aMa law M�r1 ad pig ar VA k iN, nPoi►a4 d► V4 or arpNiaob aalq fan or nw4mtdjbbmbmV Nd pant dhat� Kok otAI be ap = mKim panioofa► iar lJYO911ME OMNIR.S Nt c t2 o U Ai Ll 4 9 =���' , 3:7001 Pal, lariJ IME"104 O N Z 0 0o W GENERAL C❑NDITI❑NS 01.00 WORK INCLUDED 2, MATERIALS 01.01 The Contractor and/or subcontractor shall furnish all labor, materials and equipment necessary for A. Planting beds shall be loosened to a minimum depth of 6' and fertilized with a commercial the completion of Items as shown on the plans and/or specifications. fertilizer at the rates describe In Section S.Q. Peat moss shall also be applied at the rate of two inches (2') thick and worked Into the upper six Inches (6') of the bed. 01.02 Work shown on the plans and not mentioned In the specifications, or vice versa, shall be done as if shown on both and should any actual or apparent inconsistencies or errors be found, the Contractor B. The quantities given in the plant list are approximate only, and the Contractor shall furnish and shall notify the Landscape Architect as soon as they are discovered and not proceed with any work plant all the plants required to complete the work shown on the drawings and the specification where such uncertainty exists. at no additional cost. Any discrepancies found between the plan and plant list shall be noted at the bottom of the bid, so accurate quantities can be Incorporated in the final contract. 01.03 Should any objectionable materials such as old concrete, asphalt, lime -rock, sub -base, bricks or other debris be encountered during planting operation, they shall be removed from the site by the landscape C. Plant names conform to the names given in 'Standardized Plant Names' 1942 edition, Contractor. prepared by the American Joint Committee on Horticultural Nomenclature. Names or varieties not Included therein conform generally with names accepted In the nursery trade. 01,04 The landscape Contractor Is entirely responsible for the work until final acceptance. Comply with all local codes and ordinances.- Obtain all permits and bonds to construct the project. D. Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, Coordinate his/her work with other contractors. -Verify all existing grades, dimensions,and conditions In vigorous and free of Insects, disease and Injuries. Tress shall be heavily branched or In the field and bring discrepancies to the attention of the prior to commencement of work. Patens, leafed, Requirements for measurement, branching, grading, quality, balling and burlapping of plants on the list should follow the code of standards currently recommended 02.00 QUALITY ASSURANCE by the American Association of Nurseryman. Plants shall be Florida #1 or better as outlined under Grades and Standards for Nursery Plants, 02,01 ALL Contractors and/or subcontractors shall have labor crews controlled and directed by an experienced foreman well versed In reading blueprints and specification pertaining to their particular E. MINI PINE BARK MULCH - The rate of application shall be for a full three Inch (3') depth of mulch expertise. NOTE: Foreman to have plans on -site at all times. to be applied over all shrub and ground cover areas. 02.02 The Contractor shall become thoroughly familiar with surface and subsurface utilities. All Contractors 3. WATER and/or subcontractors shalt exercise care In digging and other work so as not to damage existing work Including underground storm and sanitary systems, water systems, electrlcal and telephone cables and Water used In the work will be furnished by the Owner unless otherwise noted, and will be suitable for any other underground structures to be encountered in the construction phase, Should such overhead irrigation and free from Ingredients harmful to plant life. Hose and over watering equipment shall be or underground obstructions be encountered which Interfere with planting, the Owner shall be furnished by the Contractor. Every effort will be made to have irrigation system operational as quickly, consulted and wilt adjust the location of plants to clear such obstruction. The Contractor shall be as possible, Contractor is responsible for hand watering until systems are operalole.All landscape areas s responsible for the immediate repair of any damage caused by his work, receive automatic Irrigation. Proper watering and maintenance are the owners responsibility during the guarantee period. 02.03 All grades, dimensions and existing conditions shall be verified by the Contractor on -site before construction begins. Any discrepancies shall be bought to the attention of the Landscape Architect. 4. GUYING, STAKING AND WRAPPING 02.04 The Owner or his agent, shall have the right at any stage of the operations to reject any and all work All trees shall be staked unless specific approval for its omission is obtained from the Owner or and materials which, in his opinion, do not meet with the requirements of these specifications. Such Landscape Architect. Guying and staking of trees will not relieve the Contractor of the responsibility rejected material shall be immediately removed from the site and accep-taiote material substituted in or resetting plants after they have been blown over, nor will It relieve him of the responsibility for the its place. plants' guarantee If the plants die as a result of being blown over. All wood materials used in staking and guying shall be given one coat of green stain. Braces will not be attached to the tree with nails. 03.00 SURFACE CONDITIONS Duckbill staking Is also acceptable. Any method of bracing other than those In the details must receive prior approval from the Landscape Architect.All single trunked specimen palms to be staked per detail 03.01 The landscape Contractor shall coordinate with the lighting and irrigation Contractors regarding timing landscape contractor must keep all trees in a sterile, upright ,healthy condition throughout the guarant of the Installation of plant materials. Prior to all work, each Contractor and/or Sub -Contractor Is to period. carefully Inspect the installed work of all. other trades and verify that such work is complete to the polnt5. QUANTITIES, QUALITY AND SIZE where Installation by the Contractor may commence. A. The Contractor shalt furnish quantities necessary to complete the planting as shown and 03.02 In the event of discrepancies, all Contractors and/or Sub -Contractor must immediate( notify the p y y located on the drawings. Plants shalt have the habit or growth that Is normal for the species Landscape Architect or project manager, No construction is to proceed until all discrepancies are fully and shall be sound, healthy, vigorous, free from Insects, plant diseases and injuries, All plants resolved, shall equal or exceed measurements specified in the plant list which are the minimum acceptable. Plants should be measured with branches in normal position, before pruning and 04.00 PROTECTION OF PUBLIC PROPERTY pruning shalt be done at the time of planting. The Contractor and/or Sub -Contractor shall, at all times, protect all materials and work against Injury B. Trees selected should be well matched as to height, spread and general conformation. Trees from any cause and shalt provide and maintain all necessary guards for the protection of the public. delivered with broken balls will be rejected. All trees must be approved by the Owner or the The Contractor and/or Sub -Contractor shall be held responsible for any damage or injuries to persons Landscape Architect. All tree rings are to be mulched. Any non -deciduous trees going into or property which may occur as a result of his/her fault or negligence during the executlon of the work. shock shall be removed and replaced. The Contractor shall Insure that his work does not Interrupt established or projected drainage patters. C. When all trees have been selected by the Contractor, he shall notify the Owner and 05.00 CHANGE ORDERS Landscape Architect to make his Inspection upon twenty-four (24) hours notice. The Contractor shalt have Located sufficient alternative choices to prevent loss of time in the event Any change or substitution in the plans must be negotiated between the Contractor and the ❑wner, that some trees fall to meet with the Owner's approval. The Contractor Is to submit an Any work performed on changes or 'extras' prior to execution of a written agreement may or may not Installation program to the Landscape Architect for review for all specimen palm trees. be compensated for by the Owner at his discretion. � D. Extent of sod to be verified by Contractor In field. Additional sod required will be adjusted upon 06.00 CLEAN UP square footage unit price. Additional billing to be approved by Owner. The Contractor and/or Sub -Contractor shall, at all times, keep the area free from accumulation of 6. WORKMANSHIP waste material, rubbish and any other debris caused by his/her work. All existing plant material Is to remain and be protected unless otherwise noted or directed by the Landscape Architect. No fill A. GENERAL material or use of heavy equipment around existing trees Is allowed. Existing trees are to be protected by a wood barricade erected no closer than the drlpline of the tree. Upon completion of all sodding, 1. The Owner shall be notified twenty-four (24) hours in advance of the delivery of any the Contractor shall leave the premises completely clear of all extraneous material pertaining to his plants to the site. Delivery slips covering all plants transported to the site shall be contract. furnished to the Owner, 07.00 COMPLETION AND ACCEPTANCE 2. Following the signing of the contract and prior to the commencement of planting the Contractor shall contact the Owner and Landscape Architect to work out a schedule A. Completion of work shall mean the full and exact compliance and conformity with the of planting dates to avoid conflicts In the Owner's construction schedule. provisions expressed or Implied in the drawings and specifications, including the complete removal of all trash debris created by the Contractor, 3. Plant pits shall not be pre -dug, The location of plants as shown on the drawings are Intended only as a guide. Plans shall be delivered to the site and set on the ground B. All plants shall be alive and (n good growing condition for each specified kind of plant at the p g g g P P in the locations as shown on the drawings. All species of plants comprising a planting j time of acceptance. composition shalt be delivered at the same time, unless otherwise directed. The Owner or Landscape Architect shall then determine the specific location of the plants. C. All work under this contract shall not be finally accepted until expiration of the maintenance period. After such time, the Owner shall inform the Contractor in writing that a site inspection B. Collected plants shall not be used unless nursery -grown stock Is not available and then only for final acceptance shall be held. Upon review of all plants and sodding operations, the when authorized by the Owner. Collected stock material shall have a ball one third larger than owner shall approve or disapprove the completion of the contract In writing. Partial final nursery -grown stock's root ball, acceptance may be given to the Contractor, at the Owner's discretion, providing the unacceptable work is corrected immediately thereafter. C. The Contractor shall provide for the planting operation, sufficient tools and personnel to carry out the planting without delays, LANDSCAPE SPECIFICATIONS D. Container -grown plants shall be carefully removed from the container so as not to disturb the root system. 01.00 WORK INCLUDED - Contractor shall furnish all. tabor, materials and equipment necessary for the completion of planting and related items as shown on the plans and/or specifications. E. The root ball of all container grown trees must be inspected to insure that It Is absorbing water, If the root ball is dry, the landscape Contractor is responsible for hand watering the root ball 02.00 QUALITY ASSURANCE (see general conditions) every three days for two months or until completion of Installation. If Installation Is completed before a two month period the responsibility of hand watering shall be assumed by the 03.00 SURFACE CONDITIONS (see general conditions) maintenance Contractor for the remainder of the period. 04.00 PROTECTION OF PUBLIC PROPERTY (see general conditions) F. MATCHED TREES: Trees designated as 'matched' shall conform to the measurement specified or indicated on the drawings and shall not vary from the size specified more than 05.00 CHANGE ORDERS (see general conditions) 10% or have a caliper size (diameter at breast height/D.B.H,) which varies more then 1/4 Inch, Where a single trunk is specified, the plant shalt have a single straight trunk for a height of not less 06.00 CLEAN UP (see general conditions) than 50% of the overall tree height. 07.00 COMPLETION AND ACCEPTANCE (see general conditions) G. ALL trees shall be planted in pits at least three feet (3') greater in diameter than their ball of earth or spread of roots. The depth of the pits shall be at least two feet (2') and as much deeper as it is necessary to accommodate the ball of the roots and to permit the required PLANTING INSTALLATION preparation of the bottom of the pit so that it will not be necessary to raise or lower the tree bring It to the required grade. When the tree has been property set the pit shall be backfllted 1. SELECTION OF PLANTS with existing soils shall be thoroughly watered during and after backfilling, Enough existing t b f h' /h firm shalt select and to all Cants not the soils shall be used to bring the surface when settled to the required grades. A. The Contrac or, or a mem er o is g p nurseryman or wholesaler. ALL plants to be Florida #1 or better. B. The Contractor shall submit photographs or all 'specimen' plants, if any are so Identified on the documents, for preliminary approval by the Owner or be prepared for site rejection by the Owner if the plants do not meet with the Owner's approval. C. SUBSTITUTIONS: Substitutions or plants or change In size of plans wilt be permitted only upon authorization by the Owner or the Landscape Architect. If plants are not sufficient size to meet applicable codes, a letter of variance from the appropriate city approval must be obtained by the Contractor prior to the issuance of any change order. If plants of smatter size are to be accepted the quantity of plants shall be Increased to meet the Intent of the drawings at no additional cost to the Owner. H. Backfill shall be watered twelve Inches (12') at a time. After backfilling Is completed, rake smooth to finish grade and mulch all plant beds. All trees and shrubs shall be mulched with after planting and finished grading are completed. Shrubs shall have mulching of three Inches (3') spread uniformly to cover entire area of planting pits. Areas of ground cover shall be mulched the same depths as planting pits. For the purpose of preventing girdling of tree trunks by weed eater equipment, a three Inch (3') deep x three foot (3') diameter mulched ring shall be maintained thereafter by refilling as necessary with mulch and by spraying with weed killer to prevent encroachment of grass and weeds. I. OAK AND PINE INSTALLATION. Special drainage condition may be required and should be evaluated at time of installatlon of oaks and pines. Special planting preparation, i.e. raising of planting levels, soils amending, etc., may be required depending on drainage conditions. Conditions may vary between each planting location. J. Pruning shall be carefully done in accordance with each plant species' requirements and/or as directed by the Owner or Landscape Architect. The amount of pruning shall be limited to the minimum necessary to remove dead or Injured twigs and branches and to compensate for the loss of roots as a result of transplanting operations. Pruning shalt be done in such a manner as not to change the natural habit or shape of the plant. ALL cuts over a half inch (V) in diameter shall be treated with an approved tree paint, K, Planting operations shalt be performed according to prevailing weather conditions at the time and at the discretion of the Owner, L., Plants are to be delivered to the site in quantities and at the dates established in consultation with the Owner in order that the Owner's representative and Landscape Architect shall have hall a minimum of a full days work in supervising placement of specimen material. If trees are delivered to the site before sald date, they shall be properly protected against the drying action of the sun and wind. Earth balls shall be mulched with cypress mulch and thoroughly watered at least once a day . Proper care, as outlined above, shall be taken of any plants stored on the site for more than twelve (12) hours. M. Shrubs shall be pocket planted in the following manner+ shrubs pit shall be excavated 8' wider and 4' deeper than plant ball. Pit shall be backfllted with a mixture of two parts approved top soil to three parts existing salt. Four Inches (4') of this mixture shall be placed In the pit before placing shrubs, After placing shrubs, the remainder of the pit shall be filled to grade with this mixture. Fertilizer shall be applied at the rate described In S.Q. Sprinkle fertilizers in mixture while loackfilting pit. Leave plant 1-1/2' above finished grade for mulch. ee N. Trees or palms moved by winch or crane shall be thoroughly protected from chain marks, girding or bark slippage by means of burlap, wood battens, or other approved methods. Adequate protection shalt be provided at all times for planted areas against trespassing by any Individuals and damage of any kind. Such protection shall be maintained to the completion of the contract. Trees so damaged will be removed and replaced at the direction of the Owner or Landscape Architect. O. All proposed trees to be Installed either entirely in or entirety out of planting beds. Planting bedlines are not to be obstructed. Shrub beds and ground cover areas shall be kept cultivated, free of weeds and grass and properly watered until acceptance. If any tree, shrub or plant bed settles more than three Inches (3') below the established finish grade, it shall be raised to the proper level and not merely filled with additional mixed soil. Trees to be saved shall be protected, parking of vehicles, material storage, soil removal, and addition of fill shall not be permitted within driplines, all work in these areas shall be done by hand. Transplanted plant material shall not be guaranteed, P. A hose without nozzle should be Inserted Into the soil just beyond the earth ball and water allowed to run at a moderate rate until It bubbles at the surface. Remove hose and place at a new location diametrically opposite allow the water to run until the earth saucer provided by the Contractor Is fitted to the lorlm. If this water Is absorbed before fifteen (15) minutes has elapsed, this Indicated that the procedure outlined above should be repeated Immediately, and again for as may times as necessary to retain water for more than fifteen (15) minutes. 9. FERTILIZERS: Peat moss and application of fertilizer, Rate of Applicatlon: The rate of application for dry fertilizer shall be 1 unit of nitrogen per 1,000 square feet (this Is equivalent to 16 lbs, of nitrogen per 1,000 square feet, 600 lbs. per acre minimum). 1. Application fertilizers shall be spread uniformly over areas to be sodded or planted with ground covers by use of an approved distribution device calibrated to distribute the specified quantities. 2. Commercial fertilizer commercial fertilizer shall comply with the state fertilizer taws. A numerical designation for fertilizer Indicated the minimum percentage respectively of (1) total nitrogen, (2) available phosphoric acid, (3) water soluble potash contained In the fertilizer. The chemical designation shall be as follows: A. Shrubs and ground cover shall be 16-4-8 50Y organic at the rate of 1-1/2 lbs, per 1,000 sq. ft. B. Trees shall be 16-4-8 50% organic at the rate of 1-1/2 lbs. per Inch of trunk diameter. R. The Contractor shall Insure adequate vertical drainage in all plant beds and planters. Vertical drilling through any compacted fill to native salt shall be accomplished to Insure drainage. 7. MAINTENANCE A. Maintenance shall commence after each plant has been planted and shall continue until final acceptance of all work. Plantings shall be maintained by watering, removing dead branches, resetting plants to proper grades, or upright position, and any other operations necessary to complete the maintenance. B. Replacement of plants necessary during the maintenance period shall be the responsibility of the Contractor. C. In the event that weeds or other undesirable vegetation becomes prevalent, It shall be the landscape Contractor's responsibility to remove them. D. Trees or other plants which fall or are blown over during the one (1) year guarantee period will be reset by the Contractor at no additional expense to the Owner. The only exception being hurricane force winds. 8. GUARANTY AND REPLACEMENT A. i' All new plants shall be guaranteed for one (1) full year from time of acceptance, and shalt be to alive and in satisfactory growth for each specific kind of plant and the end of the guaranty period, except as noted. B. During the guaranty period, and until its completion date, any plant that is dead or not in satisfactory condition, as determined by the Owner or Landscape Architect, shall be removed and replaced. Plants replaced shall be inspected and accepted and then guaranteed for one (1) growing season after the new acceptance date. C. All plant replacements shall be of the same kind and size as specified in the plant list. They shall be furnished and planted as specified herein. The cost shall be the responsibility of the Contractor, providing the plants have been properly maintained by the Owner after the completion of the work and expiration of the maintenance period. Landscape contractor shall not be responsible for plant material death or damage due to flooding (including heavy rainfall, lightning, vandalism, automobiles, freezing weather,drought, winds in excess, of fifty (50) MPH, Irrigation failure, or owner negligence, SODDING O1.00 WORK INCLUDED - The Contractor shall furnish all labor and materials to complete sodding of areas shown and labeled sodded' within the contract limits tine shown on the drawings or herein specified, 02.00 QUALITY ASSURANCE (see general conditions) 03.00 SURFACE C❑NDITI❑NS (see general conditions) 04.00 PROTECTION OF PUBLIC PROPERTY (see general conditions) 05.00 CHANGE ORDERS (see general conditions) 06.00 CLEAN UP (see general conditions) 07.00 COMPLETION AND ACCEPTANCE (see general conditions) INSTALLATION A. It is the responsibility of the Contractor to finish (fine) grade all. areas to be sodded, taking care to eliminate all bumps, depressions, sticks, stones and others debris to the satisfaction of the Owner. Soil shall be tilled six (6') inches deep to produce a loose friable soil conductive to sod growth. Water dry soil to depth of three Inches (3') 24 hours before sodding. B. Sod Is to be Installed within twenty-four (24) hours after delivery. Keep stored sod molst and under shade, or covered with moistened burlap. C. The Contractor shall Install the sod according to good horticultural practices. Sod that is not in good condition either on the palette or after Installation shall be replaced at the discretion of the Landscape Architect. Do not Install sod in saturated soil. D. Solid sod shall be laid with closely abutting staggered joins with a tamped or rolled even surface. It shalt be the responsibility of the Contractor to bring the sod edge in a neat clean manner to the edge of all paving and shrub areas. E. The sodded areas must at all times be graded in such a runner as to prevent any standing water. F. Peg sod on slope greater than 4 to 1 to prevent slippage. G. Alt sodded areas shall be rolled with a roller with a weighing no more than 150 lbs, per foot of roller width to eliminate all bumps and depressions. H. Apply fertilizer uniformly at manufacture's recommended rate five (5) days after sodding and at three (3) month Intervals thereafter, Thoroughly water to avoid burning' or damaging grass. MATERIALS A. Sod - Sod type shall be as indicated in the areas shown in the plans. The sod shall be of firm, tough texture having a compact growth of grass with good root development. It shall contain no weeds or any other objectionable vegetation. The sod shall be free from fungus, vermin and disease. Before begin cut and lifted, the sod shall have been mowed at least three (3) times with a lawn mower, with the final mowing not more than seven (7) days before the sod Is cut. The sod shall be carefully cut Into uniform dimensions. Owner or owner's representative must approve landscape and sod Installation in writing (form to be provided by contractor) and owner must secure the services of a licensed pest control company Immediately upon completion of landscape and must notify owner in writing within 5 business days. B. Water - Free . of substance harmful to growth ob jectional odor or staining agents. C. Fertilizer - FS 0 F-241c(1). Grade A or B. Granular fertilizer shall be 16-4-8 with at least 50 percent (50%) of the nitrogen from a non -water soluble organic source for all sodded areas. Apply and distribute by methods and rates as recommended by the manufacturer. Landscape contractor shall examine salt of all planting areas for suitability to sustain plant growth and recommend soil additives/fertiLizers to owner prior to plant installation. D. Stakes - Softwood, 3-4 inch diameter square with eight inch (8') length. MAINTENANCE A. Watering - Keep sod moist during first week after planting. After first week, supplement rainfall to produce a total of two Inched (2') per week. B. Mowing - When grass reaches six Inches (6') In height, mow to three (3') Inches In height. Do not cut more than fifty percent (50%) of grass leaf in single mowing. Remove all grass clippings from lawn area. C. Weed Eradication - Between second and third mowing, apply herbicide specifically recommended for grass type uniformly at manufacturer's recommended rate. D. Edging - Neatly edge and trim around all plant beds, curbs, roadways, sidewalks, streets, trees and plants. Maintain shapes and configurations of plant beds as Installed. Maintain clean, trenched edge between grass and mulch areas. Take care not to Injure tree trunks or plant materials during edging operation. E. Acceptance - The Contractor shall produce a good stand of grass, acceptable to the Owner and Landscape Architect and shall maintain these areas until Inspection and final acceptance. Damaged or unsatisfactorily sodded areas shalt be resodded to the Owner's satisfaction. MEASUREMENT AND PAYMENT 1. Trees, shrubs and ground cover will be measured for payment on the basis of each plant, complete, In place. Sod and seed wilt be measured by the square yard complete and In place. 2. Associated products, equipment and execution necessary therefore or incidental thereto will not be separately measured but will be considered as included in the measurement for trees, shrubs, ground cover, sod and seed, 3. Payment will be made based on the measured quantities at the contract unit price. 4. Final Payment will be made when the following documents are presented to the Owner: A. Release of lien - Contractor shall furnish the Owner with release of liens from all his suppliers, as well as any sub -Contractor doing work on his behalf on this project. The landscape Contractor shall provide the Owner with a release of lien prior to final payment. B. As -built drawings - During the course of the installation, the landscape and irrigation Contractor shall record all changes made to the landscape plan during installation. These changes shall be carefully shown In red line on a print of the landscape plan. Upon completion of the Installation, the landscape Contractor shall transfer the red line Information on to a sepia for reproducible as -built' drawings for review and approval by the Owner or his authorized representative. The Contractor is to ask Owner for seplas of landscape plans. C. Written Guarantee, NOTE: Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior to construction makes contractor responsible for all costs incurred for construction charges, not the owner or his representative(Landscape Dynamics, Inc.) M ZLEEW IfS cannhaw E id pMw a� wt b bo npabwd dw#4 Q agAW Mery tan v � 1l 1 , wb Mtobawaipaibaq tnt abbHq be ap= mtliw pnlaaAn tta. LA1O3t'APE 0flgIM7S 11G EE 0 �i •C t1 C _ ai ZI Ci �1 ai V C1 lit 0) 044 CCC) _ r, m LL r� C) �• Cj ti. 0 C 1• a> a► ICCr� d• .C: a. .� v irL*4 *'Am IN 12 .c u � -------------- ________ ----- .I � ------------- 7 ------------- Z - WAREHOUSE/FLEV BLDG. (I- -S-Ty­ 30-H:F')/- FF = 126.85 -------- ------- ------------- ------------- - ------------ Ii orww- F Lo. 0r' in 0 lA i ' I P C.n C14 F� 0 Is — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — „ Tl �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 — — — — — — — — — — -- — — — CD — — — — — — — — 01 0 Lo. r- — — — — — — — — — — — — — — — z- o 0 r6 -------------- 30,000 SF -S-F--- >< WAREHOUSE/FLE AREHOUSE/FLEX 30,000 SF i------------- BLDG. S TY- 3 0'-H T'- BLDG. ++TL)- /WAREHOUSE/FLEX FF == 126.85 FF = 126.85 (I STY- HT' CID 2 ---------- FF = 126.85 A' �1 --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V . — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - — — — — — — — — — — — — — co — — — — — — — — — — — — — CTl L. — — — — — — — — — — — — — LO ---------- ____ - ------------ — ------------ F —F F —F F F F F d 10 PV1 hm 41# KM VqM NM VVA V* VIM VIM rim .4 S P A RWAY 4 4 .1.. ililillll:: i I I I E I I I I: I I Z Z — — — — — — — — — — — — — — — Z — — — — — — — — — — — — — — — — — — — —4 .4 — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — 1ILIZED LIGHTING FIXTURE SPECIFICATIONS SITE LIGHTING NOTES 1. SITE LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE VI OF THE CITY OF OCOEE CODE. 2. ANY SITE LIGHTING SHALL NOT INCORPORATE SPOT OR FLOOD —LIGHT FIXTURES MOUNTED ON BUILDINGS, WALLS, ROOFS OR POLES. 3. MAXIMUM ILLUMINANCE INDICATED ON PLAN. MAXIMUM ILLUMINANCE IS NOT TO EXCEED 7.5 FOOT CANDLES AND AVERAGE ILLUMINANCE IS NOT TO EXCEED 2.5 FOOT CANDLES. 4, LIGHTING TO BE PROVIDED BY PROGRESS ENERGY PLEASE CONTACT JUAN DACOSTA FOR ANY QUESTIONS, PHN: 407-905-3310 E—mail: jucn.dacostc@Pqnmcil.com ON —SITE BUILDING LIGHTING NOTES 1. LIGHTING OF STAIRWAYS, ENTRANCE AREAS, ETC... SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE VI OF THE CITY OF OCOEE CODE. 2. ON —SITE LIGHTING OF BUILDINGS ARE LIMITED TO SHIELDED WALL —WASHER TYPE FIXTURES OR DOWN LIGHTS. ALL LIGHTING FIXTURES SHALL BE EQUIPPED WITH SHIELDED OR FULL —CUTOFF LUMINAIRES INCORPORATING FLUSH —MOUNTED LENSES, ALL IN ACCORDANCE WITH ARTICLE VI OF THE CITY OF OCOEE CODE. 3. ILLUMINANCE OF ON —SITE BUILDING AREAS SHALL MEET AVERAGE AND MAXIMIM FOOT CANDLE REQUIREMENTS AS PER ARTICLE VI OFTHECITY OF OCOEE CODE. LUMINAIRE NOTES: A: Housing Die—cast aluminum housing and door. Standard color is STREETWORKS—RC AREA LUMINAIRE bronze. Other finish colors available. Consult Architectural colors brochure. ANSI wattage source label. 70-40OW HIGH PRESSURE SODIUM B: Lens SUPER METAL HALIDE Flat Tempered glass lens. Application: C: Reflector The RC's Area Luminaires superior beam Hydroformed anodized aluminum reflector. utilization and smooth distribution make it D: Socket ideal for parking areas, access roadways Mogul —base porcelain lamp socket. and other general offstreet area/site lighting applications. Now available with E: Gasket internal slipfitter. The optical chamber is seced with a die —cut, dacron polyester gasket. EPA (Effective Projected Areas): 1.58 Sq. Ft., End 1.00 Sq. Ft., Arm .53 Sq. Ft. F: Ballast Removable swing —down ballast assembly. Available on arm mount RCL only. Ballast standard hard mounted in RCS slipfitter. Optional hard mount ballast. (RCL only) G: Door Die—cast aluminum with spring —loaded latches for tool less entry. H: Slipfitter (RCS) Optional internal slipfitter fits 1 1/4"-2 3/8" O.D. pipe. (8) Proposed Light Locations Lights to Be Mounted to Bldg. at 30' Height. (See Mounting Detail) SCALE: 1" = 20' SPECIFICATION FEATURES ticket F—Ballast Die-cast aluminurn linusing Mogul -base porcelain [arnp Removable svving-down balla;A and door. Standard color is sodet. assembly. AvallaIAG on arm bronw. Oth-Gir finish colors mount RCL only. Ballast available. Consult Architectural E...GaRkc-t standard hard mounted in RCS Colors Brochung. ANSI The optical chainber is sealed slipfitter Optional hard mount wattage/source label. with a die -cut, dacron polyester ballast. RCL only). gasket. B—Lims G ... Door Tempered glass lians. (FLAT Dine :ast aluminurn with spdng-lapdad lalches, for toolloss entry. Hydroform49d anodized aluminual reflector. Optional intarnal s[i pfitter, fits 1 Ve-V-2 3sV' O.D. pipe. KCL RCS DIMENSIONS BOTTOM FRONT r— 16" ['181virn] [203mrnj COOPER LIGHTING PHOTONETRICS 2 4 DRILLING PATTERN FOR WALL SAACKET 14 V2" [267 1 imal 14mm) ] �4 DRILLING PATTERN FOR ARM MOUNTING hol" Saleel mounting height and rRodaross ibr lwto"'ndle va I,,,- ,=.1=,'dle Una. maunting ftula Faott'Andto Val"o for RCL Woomadie Lines ei A R G U E F 20, t4A0 UO 2,88 1.44 .72 .26 25, 10.00 SA10 2.00 1.015 .40 .20 34' 7S0 335 1.511 35 .37 .15 5 4 3 2 1 0 1 2 S 4 5 5 4 ;3 2 1 0 1 2 3 4 5 RC446WWAC 4kcda]AW231) 40WAtt HP3 40CWMtt MH q0,050-Lumen Lamp 24,090-Lumen Lamp Area Cutoff Typelll SYSTEMS dlk� o=[--]u 9L OMNI DA1162 VATOSI QAT494 OATUCAT09Q No Am, 0" At'. ,°.d. pw V 10, A.— WAII 13, "kw tdJiV.tW- Stipfitior for Square Pole Pound R-de Wall mounting braehEt— mounts over NOTE: Standard coinrbron2p. Other calms av-allabla, Ccmnull Strasr,-*otrkn Rapraaantative. 4'square nr round electrical box. lnduds 10' arm. NOTE, Failure to notify Landscape Architect of plan, detail, or specification discrepancies prior 12 to construction makes contractor 7 responsible for all costs incurred for construction charges, not the owner or his representative(Lanclscape Dynamics, Inc,) • W Q)� SW CORNER OF SEC. 18-22-28 FND. 4X4 CONC. MON. -1 6:1 =I un 0 W!F-j iIIIIIIIm r j mew IL W1 b"I I so GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. or LAND DESCRIPTIONS: Z o a. LOT 1 Z 2 A PARCEL OF LAND LYING IN SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST ORANGE COUNTY, FLORIDA BEING MORE o a PARTICULARLY DESCRIBED AS FOLLOWS: W BEGIN AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 w o EAST; THENCE S89'08'10"W ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 18, A DISTANCE OF o 770.22 FEET, THENCE N00'51'49"W. A DISTANCE OF 417.46 FEET; THENCE S88'11'32"E, A DISTANCE OF 794.11 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 50.00 FEET AND A CHORD Lu BEARING OF N43'27'28"W; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89'28'09", N A DISTANCE OF 78.08 FEET TO A POINT ON THE WESTERLY RIGHT—OF—WAY LINE OF STATE ROAD 437; THENCE ALONG SAID WESTERLY RIGHT—OF—WAY LINE S01016'37"W, A DISTANCE OF 305.75 FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 766.28 FEET AND A CHORD BEARING OF S00'23'04'W, THENCE CONTINUE ALONG d' SAID WESTERLY RIGHT—OF—WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'47'05", A Uj Q DISTANCE OF 23.87 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE AFORESAID SECTION 18; THENCE S89'52'49"W ALONG SAID SOUTH LINE 58.72 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA AND CONTAINING 7.62 ACRES MORE OR LESS. Cued©-© © LOT 2 ' A PARCEL OF LAND LYING IN SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST ORANGE COUNTY, FLORIDA BEING MORE CJ PARTICULARLY DESCRIBED AS FOLLOWS: Imo. J COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE S89-08-10"W ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 18, A DISTANCE OF 770.22 FEET, THENCE N00'51'49"W, A DISTANCE OF 417.46 FEET; THENCE N01'4843"W, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; THENCE N01'4943"W, A DISTANCE OF 360.00 FEET; THENCE S8811'17"E, A DISTANCE OF 802.10 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY Z LINE OF STATE ROAD 437 SAME BEING A NON -TANGENT CURVE CONCAVE WESTERLY HAVING RADIUS OF 1,357.00 FEET AND A CHORD BEARING OF S05'38'57"E; THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1311'43". A DISTANCE OF 312.52 FEET TO A POINT OF COMPOUND CURVATURE HAVING A RADIUS W OF 50.00 FEET AND A CHORD BEARING OF S46'22'41"W; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90'51'33 A DISTANCE OF 79.29 FEET; THENCE N8811'32"W, A DISTANCE OF 792.60 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA AND CONTAINING 6.85 ACRES MORE OR LESS. Q 145.00' cizi W v � UNPLATTED � Q_ cn _ Q. M 1M � C:) I O z C04o Zo 2__ n Z� Oo WSW I Ld ? N aO Qz CNN O�`u 0�3 � Q >.00' _ pow O o a. B7' LL.I W i.28' Y W 47'05" V) 00 )0'23'04"W O 87' Notes: )UTH LINE SE 1/4 SEC. 18-22-28 SEC. 18-22-28 FND 04 C.M. FIED CORNER RECORD -ridand Abbreviationsb = Drainage, Sidewalk, Landscape and Utility Easements = Drainage Easement = Point of Commencement = Point of Beginning = Point of Intersection = Radius Point = Concrete Monument, 4" x 4" Unless otherwise shown = Rebar and Cap, Set LB #3897 Unless otherwise shown = Delta or Central Angle of Curve = Radius of Curve = Tangent of Curve = Arc Length = Chord Length = Official Records Book = Page CB = Chord Bearing NR = Not Radial QQ = PCP or Permanent Control Point PRM = Permanent Reference Monument R/W = Right of Way C## = Curve Number (See Curve Data Table) L## = Line Number (See Line Data Table) PB = Plat Book PG = Page REC = Recovered SB = Building Setback Line = Center Line m = measured 1. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 2. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATA BEING N89'08'10"E. ALONG THE SOUTH LINE OF THE SW 1 /4 OF SECTION 18—T22S—R28E. 3. LEGAL DESCRIPTIONS SHOWN HEREON WERE PREPARED BY THE SURVEYOR. 4. THIS SKETCH DOES NOT REPRESENT A FIELD SURVEY AS SUCH. 5. THIS IS NOT A BOUNDARY SURVEY. Surveryor's Certification I, THE UNDERSIGNED, HEREBY CERTIVY THAT THE SKETCH OF DESCRIPTION AS SHOWN HEREON WAS PREPARED UNDER MY DIRECTION AND MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS SET FORTH IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. H O LI_I S ENGINEERING, INCORPORATED CIVIL ENGINEERS PROFESSIONAL SURVEYORS do MAPPERS L.B. No. 3897 605 E. ROBINSON STREET. SUITE 450 ORLA,NDO, FL. 32801-2037 PHONE # (407)422-1118 FAX # (407)841-9149 PROJECT No.: 459001 SURVEY DATE: 03/16/01 SCALE: 1" = 60' CALCULATED BY: BFF CHECKED BY: KJI DRAWN BY: BFF L KEVIN J. INGRAM, PSM date FLORIDA REGISTRATION No. 4157 'SHEET S1 ( .. .. n. 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