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08-09-2005 Agenda Packet
Mayor S. Scott Vandergrift Citv Manager Robert Frank Tuesday, August 9, 2005 I. CALL TO ORDER , >�eccrxt121' of (W(-)(J 1.>"t ri> PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held May 10, 2005 III. OLD BUSINESS None IV. NEW BUSINESS A. TBCOM Properties 1. Special Exception B. Plantation Grove, Phase 3, Lot 2 1. Final Site Plan V. MISCELLANEOUS A. Project Status Report B. Ten Principles for Smart Growth on The Suburban Fringe C. August Calendar VI. ADJOURNMENT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (PUBLIC HEARING) 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:\P & Z\Agendas\2005\August 9, 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 II. A. Minutes of the Planning and Zoning Commission Meeting held on Tuesday, May 10, 2005 DRAFT THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MAY 10, 2005 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, Vice -Chairman McKey, Members Campbell, Morris, Rhodus, Sills, and West. Also present were Community Development Director Wagner, City Attorney Storey, Senior Planner Fabre and Deputy City Clerk Brasher. ABSENT: Members Keller and Riffe, who were unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, April 12, 2005. Chairman Golden Campbell, seconded by Member Campbell, moved to accept the Consent Agenda as presented. Motion carried 7-0. NEW BUSINESS ASHTON PARK — AMENDMENT TO OCOEE COMMONS PUD LAND USE PLAN AND FINAL SUBDIVISION PLAN FOR ASHTON PARK Senior Planner Fabre presented the staff report for the Amendment to the Ocoee Commons PUD and Ashton Park Final Subdivision Plan (FSP). The Ocoee Commons PUD, which encompasses ±74 acres, was originally approved by the City Commission on March 18, 2003. The Ocoee Commons PUD, which includes "Ashton Park" the single-family dwelling subdivision approved by the City Commission on April 6, 2004, is located at the northeast quadrant of the intersection of State Road 50 and Blackwood Avenue. The Applicant is requesting an amendment to certain Conditions of Approval for the existing Ocoee Commons PUD and Ashton Park Final Subdivision Plan. The amendments are comprised of changes to certain residential lots (rear setback, maximum impervious area, and maximum building coverage) in the Ashton Park Subdivision. In addition, a redefinition of the conservation tract for the Ocoee Commons PUD will also be incorporated in order to ensure a City dedicated "nature trail" system will be incorporated in the future. The Ocoee Commons PUD property has a mix of future land use designations: a Commercial designation over the portion of the property located south of Shoal Creek, DRAFT Planning and Zoning Commission Regular Meeting May 10, 2005 a Conservation designation over the Shoal Creek wetland area, and a Low Density Residential designation over the portion of the property located north of Shoal Creek. The northern portion of the Ocoee Commons property is bounded on the east by the Hammocks subdivision (R-1AA zoning), on the north by the Highlands subdivision (R- 1AA zoning) as well as some other single-family homes (R1AA zoning), and on the west by the Shoal Creek subdivision (R1AA zoning). South of Shoal Creek, the property is bounded on the east by a large wetland area that is part of the Shoal Creek system (C- 2 zoning) and it is bounded on the west by a large vacant parcel (R-3 zoning) and the Lake Bennett Center (C-2 zoning). DISCUSSION As indicated, this amendment will essentially change certain Conditions of Approval in the previously approved Ocoee Commons PUD and Ashton Park Final Subdivision Plan. This amendment to the PUD Land Use Plan can be explained in two (2) parts. First, the Applicant is requesting to change the previously approved rear -building setback from 30 feet to 25 feet in the single-family portion of the PUD (Ashton Park). Certain residential lots (8-12, 52-58, and 63-67) will remain with the previously approved 30 feet rear building setback. Due to the requested shorter setbacks, the applicant is also proposing additional privacy fencing along the lots that abut neighboring residential lots impacted by the proposed setback of 25 feet. Furthermore, it is requested that the maximum impervious surface area increase from 50% to 55% on the residential lots. Certain residential lots (8-12, 29, 36, 40, 42, 45, 63-67, and 70-73) will remain with the previously approved maximum impervious surface area of 50%. Finally, it is also requested that the maximum building coverage increase from 35% to 45% for all single-family residential lots. Ultimately, the approval of the requested actions will allow the homebuilder greater flexibility in the options, size, and configuration of homes that they can offer to potential buyers. Second, a greater redefinition of the conservation tract that has been dedicated to the City will be incorporated in order to reflect the City dedicated "nature trail" system. Specifically, the developer is delineating the division of the "Conservation Area" (Tract N), into two (2) smaller tracts. The Conservation Area, which consists of ±9.77 acres of land, will separate a smaller tract ±1.23 acres of land into a "Passive Recreation" tract (Tract N1). This ensures that the wetland mitigation for St. Johns River Water Management District (SJRWMD) is consolidated solely on the Conservation Area. The Passive Recreation tract (Tract N1) has been dedicated for passive recreation and for a future nature trail system. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The proposed Ocoee Commons PUD Amendment and the Ashton Park Final Subdivision Plan Amendment were both reviewed by the Development Review DRAFT Planning and Zoning Commission Regular Meeting May 10, 2005 Committee (DRC) on April 29, 2005. According to the City's Land Development Code (LDC), alterations to an approved PUD Land Use Plan shall be classified as either substantial or non -substantial by the DRC. The DRC determined that the proposed amendment was considered a substantial amendment due to the criteria established in the City's LDC, Accordingly, the proposed substantial amendment would be presented at a Public Hearing before the Planning and Zoning Commission and Public Hearings before the City Commission. There was only one (1) outstanding issue to be addressed from the Planning Division that was identified in the Staff memorandum. Additionally, Staff suggested that the developer provide new drawings that graphically enhance and illustrate the requested actions for requisite presentations. When the discussion was finished, the DRC voted unanimously to recommend approval of the proposed Amendment to the Ocoee Commons PUD and Ashton Park Final Subdivision Plan. The plans for both the Ocoee Commons PUD Amendment and Ashton Park Final Subdivision Plan Amendment have now been revised to address all the concerns that were discussed at the DRC meeting. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Amendment to the Ocoee Commons PUD and Ashton Park Final Subdivision Plan both date stamped received by the City on May 4, 2005. The Public Hearing was opened PLANNING AND ZONING COMMISSION COMMENTS & QUESTIONS Ron Hensen, representative from Design Services Group, and Jonathon White, representative from Morrison Homes, were available to answer questions. Vice -Chairman McKey asked what the Land Development Code (LDC) stipulates regarding impervious area maximum. Senior Planner Fabre said, since this project is a Planned Unit Development (PUD), the impervious area can be changed to accommodate the development. Chairman Golden asked if the language in Condition No. 51 came from the City or the Developer. Attorney Storey said he had no previous knowledge of the Conditions of Approval and he assumes the wording came from the developer. Community Development Director Wagner said the wording came from the developer, but Condition No. 51 was a requirement of the City due to a slope in the Planning and Zoning Commission Regular Meeting May 10, 2005 conservation area and a path could not be constructed on a slope. The developer re- graded the slope to create a shelf so the future nature trail could be constructed. Ron Hensen, representative from Design Services Group, stated the grading was necessary in order for the City to construct a nature trail in the conservation area. Member Morris asked if prospective homeowners would be restricted from adding certain amenities to their property due to the setbacks and the impervious areas and, if so, would the homeowners be notified of the restrictions. Mr. Hensen said Morrison Homes has a variety of homes to choose from and certain homes will fit on certain lots with room for amenities. Community Development Director Wagner advised Mr. Hensen and Mr. White that the City does not want to be in a situation where homeowners are complaining to the City that the Morrison Homes sales people did not notify the homeowner that the lot they chose was not suitable for the home and amenities they had chosen. Vice -Chairman McKey asked if a swimming pool would be part of the amenities for Ashton Park. Mr. Hensen said there would not be a community swimming pool, but there would be a mini park with a tot lot and a gazebo. Chairman Golden asked if all of the lots with shorter setbacks would be fenced. Mr. Hensen said the lots with shorter setbacks, with the exception of the lot adjacent to the retention pond, would be fenced and the fencing exceeds the PUD minimum. Vice -Chairman McKey asked if the fencing type required would be included in the Covenants and Restrictions for the subdivision. Mr. Hensen said it would be included. Dennis Kelly, 1051 Turnbuckle Court (unincorporated Orange County), asked why the setbacks needed to be changed. Member West said the homes would move back five (5) feet, not the lots. Mr. Kelly said he misunderstood what was proposed regarding the setbacks. Dennis Kohmetscher, 1078 Turnbuckle Court (unincorporated Orange County), voiced his concerns with the traffic and lack of parking on Montgomery Avenue. Chairman Golden asked if there would be parking limitations along Montgomery Avenue. Community Development Director Wagner said there would be no parking permitted on the street and the developer is required to install a speed device to slow the traffic. A T Planning and Zoning Commission Regular Meeting May 10, 2005 William Gray, 1067 Turnbuckle Court (unincorporated Orange County), asked what type of fencing would be used. Mr. Hensen said 6' PVC fencing would be installed along Montgomery Avenue. Mr. Gray stated his concerns with the water flow from the lots. Mr. Hensen reassured Mr. Gray that the lots are designed to flow inward to the streets, not backwards into the neighboring lots. Mike Smith, 696 Montgomery Avenue (unincorporated Orange County), stated the following concerns: 1) He would like to see the City develop the "park area" on Montgomery Avenue into a useable City park and to include parking, backstops, and swings because there are no other parks in the area; 2) Vehicles speed in the area and he would like to see a speed device installed to slow down the vehicles; 3) Asked that the residents living in the area be taken into consideration before the street name is changed. Vice -Chairman McKey said he would present the park recommendations to Park and Recreation Director Farmer since he is a member of the Parks and Recreation Committee. Member West asked if there would be a reason the area could not be used as a park since it was once a spray field. Chairman Golden said there were nutrients and wastewater spayed on the area and that would have degraded by now. Mr. Gray asked who should be contacted to get "No Outlet" signs posted on his street. Vice -Chairman McKey said Public Works Director Zaitooni should be contacted. The Public Hearing was closed. Member West, seconded by Member Morris, moved to recommend approval of the Amendment to the Ocoee Commons PUD and Ashton Park Final Subdivision Plan as both date stamped received by the City on May 4, 2005. Motion carried 7-0. MISCELLANEOUS Member Campbell asked when the development on Bluford Avenue and Hwy 50 would come before the Planning and Zoning Commission again. Community Development Director Wagner said it would be several months because the City is waiting for the developer to work with the adjoining property owner to present an "over all" plan for the property. Vice -Chairman McKey announced that May is National Bike Month and May 16-20 is Bike To Work Week. Planning and Zoning Commission Regular Meeting May 10, 2005 ADJOURNMENT The meeting adjourned at 8:13 p.m. Attest: )-) R A F T APPROVED: Brenda Brasher, Deputy City Clerk James Golden, Chairman ITEM NUMBER IV. A PUBLIC HEARING TBCOM Properties Special Exception Project No. 1-01-SE-005 Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT To: Planning & Zoning Commission From: J. Antonio Fabre, AICP, Senior Plar Through: Russ Wagner, AICP Community Development Director Date: August 3, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Subject: SPECIAL EXCEPTION FOR TBCOM PROPERTIES, LLC Project #: 1-01-SE-005 ISSUE: Should the Planning & Zoning Commission recommend approval of a Special Exception to permit construction of a wireless telecommunications facility utilizing a monopole tower located in Area Three district of the (Map 5-19) Telecommunications Service Facilities Location Map? BACKGROUND: Parcel Identification Number: 18-22-28-0000-00-045 Property Size: Land area for the subject parcel is approximately .22 of an acre; the actual square footage contained in the site is approximately 10,000 square feet. General Location: The property is located on the north and west side of Silver Star Road (physical address: 491 West Silver Star Road) approximately 700 feet west of the intersection with Ocoee Apopka Road. Current use, proposed use, unique features and consistency with the adopted Comprehensive Plan for the subject property: The subject property is an abandoned warehouse/storage facility formally owned by West Orange Industries Inc and currently owned by Mary S. Costantino. TBCOM Properties, LLC has proposed a telecommunications wireless facility utilizing a 165 feet high monopole tower. The Future Land Use classification for this entire property is "Commercial'; current zoning classification is Community Commercial (C-2). The property is also located on Area Three as designated on the (Map 5-19) Telecommunications Service Facility Location Map. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 • www.ci.ocoee.fl.us August 9, 2005 P&Z Meeting TBCOM Properties, LLC Project #: 1-01-SE-005 Page 2 of 4 The proposed use of a Telecommunications Service Facility utilizing a monopole tower requires the applicant (TBCOM Properties, LLC) to submit a Special Exception application with corresponding Site Plan. There are no unique features of the subject property. The proposed Special Exception location under Section 5-19 is consistent with the Future Land Use Element of the Ocoee Comprehensive Plan. The current zoning classifications and actual uses of parcels surrounding the subject property: Direction Zoning Classification Actual Use North C-2 Vacant East C-2 Ocoee Shopping Center (Parking Lot); U.S. Post Office South C-2 Water Retention Ditch; Office Warehouse Buildings Birket Engineering Inc. West C-2 I Vacant Other actual land uses in close proximity to the subject site worth mentioning: A manufactured home (Pioneer Key Park) subdivision is located approximately 200 feet west of the subject site, and, a city park (Palm Drive Park) is located approximately 250 feet north of the subject site. Telecommunications Service Facilities procedures & standards: The City of Ocoee has determined that the use of conventional zoning classifications are inappropriate for the permitting of telecommunications service facility locations. Accordingly, the City adopted Map 5-19 "Telecommunications Service Facilities Location Map," which is used for permitting the location and types of telecommunications service facilities within three areas (Areas One, Two, and Three). Area Three is the least restrictive of the designated telecommunications areas, which allows for monopole type antennas with a maximum height of 200 feet. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee Land Development Code as: A special exception is a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added) In accordance with Section 4-8 and 5-19 of the Ocoee LDC, staff must also consider the proposed use in relation to the compatibility with surrounding land uses. Additionally, Staff must also evaluate and consider the new telecommunications service facilities in order to promote, protect, and improve the public health, safety, general welfare, and aesthetics of the community by addressing their significant aesthetic and safety impacts. August 9, 2005 P&Z Meeting TBCOM Properties, LLC Project #: 1-01-SE-005 Page 3 of 4 DISCUSSION: The applicant has proposed a telecommunications facility on a 10,000 square feet lot adjacent to the Ocoee Shopping Center parking lot. The telecommunications facility will be utilizing a 165 feet high monopole with a 5 feet high lighting rod. As a result, the proposed height of the monopole tower would be a total 170 feet. The applicant is also proposing flush -mounted antennas, which are less intrusive than conventional antennas, and has proposed a limit of 24 mounted antennas. The proposed site plan shows the required landscape buffers, landscaping and setbacks requirements. Access to the site will be via a dedicated 20 feet wide access and utility easement. The fencing surrounding the facility will be 6 feet high decorative metal painted black to properly screen the telecommunications equipment. Staff conducted an analysis to ensure land use compatibility, appearance and visual impact of the proposed telecommunications service facility. A map was provided by the applicant (see attached) that depicted the pattern of adjacent land uses and the roadway network within a 660 feet radius of the proposed location. The depicted area show a mixture of light to heavy industrial, warehouse, commercial and manufactured homes (Pioneer Key Park). Before and after pictures were also submitted to depict its visual appearance. The pictures contained color photo - simulations of the proposed facility. Each elevation indicated the approximate height and location of the proposed facility in relation to the existing skyline, viewpoints, and view corridors. Furthermore, sight line representations drawn from view points within 660 feet of the proposed facility to the highest point of the telecommunications service facility were submitted for review and consideration. Staff has concluded that the proposed telecommunications service facility will have a minimal visual impact to its surroundings. In consideration of the close proximity to the office warehouse (Birket Engineering) building to the south, the applicant has agreed to an Indemnification and Hold Harmless Agreement (see attached). Moreover, the monopole tower has been engineered to collapse within a 45 feet radius. This will ensure that if the monopole tower falls, it will collapse totally within its site boundary. The Applicant has met the above proposed requirements for the Special Exception petition as shown in the "Final Site Plan for Special Exception for TBCOM Properties, LLC' date stamped July 1, 2005. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On August 2, 2005, the Development Review Committee reviewed the "Final Site Plan for Special Exception for TBCOM Properties, LLC' date stamped July 1, 2005. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments (see attached) and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. It should be noted that the Ocoee Fire Department expressed interest in co -locating their emergency back-up VHF system on the proposed monopole facility. The Applicant has agreed to this request; thus, an agreement between the applicant and the City of Ocoee Fire Department will be forthcoming to handle any potential issues that may arise in the future. August 9, 2005 P&Z Meeting TBCOM Properties, LLC Project* 1-01-SE-005 Page 4 of 4 When the discussion was finished, the DRC voted unanimously to recommend approval of the Special Exception, subject to the developer making changes specified in the reports and discussed at the DRC meeting. Since the site plan is considered small-scale, the changes will be handled administratively and incorporated into the City Commission packet prior to final action. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Special Exception for construction of the TBCOM Telecommunications Service Facility utilizing a monopole tower located in Area Three district of the (Map 5-19) Telecommunications Service Facilities Location Map, subject to making all corrections to the site plan prior to City Commission action. Attachments: Location Map; Planning Division Comments dated July 20, 2005; Engineering Comments dated July 26, 2005; Indemnification and Hold Harmless Agreement; Before & After Photos, 660 Feet Radius Map; Line of Sight Location Map; "Site Plan for Special Exception for TBCOM Properties, LLC' date stamped July 1, 2005. TBCOM Properties, LLC Location Map 0 Q w w SILVER S AR RD 0 0 w CD FRANKLIN ST Mayor S. Scott Vandergrift City Manager Robert Frank MEMORANDUM TO: Carolyn Alexander, Development Review Coordinator FROM: J. Antonio Fabre, AICP, Senior Planner DATE: July 20, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 RE: TBCOM Properties, LLC — Telecommunications Service Facilities Final Site Plan for Special Exception - 3rd Staff Review This comment list the remaining concern of the Planning Division related to the above referenced plan submittal date -stamped on July 1, 2005. This issue will need to be addressed with discussion at the DRC meeting. 1. [Repeat Comment] Existing power lines shall be remove and/or relocated underground to meet code requirements. - Please note on the plans that existing power lines on the right-of-way servicing the site shall also be placed underground at the applicant's sole expense. _,.ter ^F e"-- Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TBCOM Properties, LLC Construction Drawings — 3rd Staff Review Utilities/Engineering Department Comments July 26, 2005 The following are the results of your first submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. 1. Proposed grading must meet existing grade at the property line. Please show how the raised site will be graded to meet existing ground at the property line. The northwest corner of the property indicates a 2 foot drop in a distance of 2 feet. This is not acceptable. 2. A stormwater swale is required along the western side of the property. The site area including the monopole and equipment pads must drain to the swale. Please list the pad elevations and change the grading to show this. 3. Provide the platted parcel boundaries and indicate where the access easement will connect to Silver Star Rd. 4. Is the existing water meter at Silver Star Road the water meter for the existing site. 5. The stormwater calculations need to include St. John's Water Management District and City of Ocoee's design criteria. Be sure to run models using the 25-year/96-hour and 100- year/24-hour storm events while using the proper rainfall hydrogragh for each storm. This comment was not addressed. Utilities/Engineering Department Ryan P. Howard, E.I. Staff Engineer City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3100 - Fax: (407) 656-8504 - www.ci.ocoee.fl.us INDEMNIFICATION AND HOLD HARMLESS AGREEMENT THIS INDEMNIFICATION AND HOLD HARMLESS AGREEMENT (hereinafter referred to as the "Agreement") is made and entered into this day of , 2005, by and between the CITY OF OCOEE, FLORIDA, a Florida Municipal Corporation, whose principal place of business is 150 N. Lakeshore Drive, Ocoee, FL 34761, (hereinafter referred to as the "City"),, and TBCOM PROPERTIES, L.L.C., a Florida limited liability company, whose principal address is 1133 Louisiana Avenue, Suite 114, Winter Park, Florida 32789 (hereinafter referred to as "TBCOM"). WITNESSETH WHEREAS, TBCOM is developing a wireless telecommunications facility in the City of Ocoee which development is known as "TBCOM wireless telecommunications facility" and which is located at 491 W. Silver Star Road, and more particularly described as follows: [INSERT LEGAL DESCRIPTION OF SITE]; and WHEREAS, TBCOM is the Lessee of the property described above, and has provided City with evidence of its authority to develop and construct a wireless telecommunications facility, as Lessee, at the property described above; and WHEREAS, TBCOM desires to obtain approval of the Special Exception needed to permit development of the TBCOM wireless telecommunications facility. NOW THEREFORE, in consideration of the mutual covenants and conditions contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto covenant and agree as follows: 1 a) Disclaimer of Liability. The City shall not at any time be liable for injury or damages occurring to any person or property from any cause whatsoever, arising out of the City's issuance of a Special Exception, Development Approvals, Development Orders, Permits, Certificates of Completion or Certificates of Occupancy for the development known as TBCOM wireless telecommunications facility or arising out of TBCOM's construction, maintenance, repair, use and operation of the facility or facilities on the development known as TBCOM wireless telecommunications facility, and, including any structural failure, toppling of the wireless telecommunications tower or failure of any of the facilities located at the TBCOM wireless telecommunications facility. b) Indemnification. In consideration of being granted an approval of the Special Exception Application, for the TBCOM wireless telecommunications facility, and for other additional good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, TBCOM shall, at its sole cost and expense, indemnify and hold harmless the City, its representatives, employees and selected and appointed officials from and against: i) Any and all liability, damages, penalties, claims, liens, costs, charges, losses and expenses (including, without limitation, reasonable fees and expenses of attorneys, for trials and appeals, expert witnesses and consultants), which may be imposed upon, incurred by or be asserted against the City by reason of any act or omission of City or TBCOM, their personnel, employees, agents, customers, subsequent purchasers, tenants, subtenants, contractors, or subcontractors, resulting in personal injury, bodily injury, sickness, disease, or death to any person or damage to, loss of or destruction of tangible or intangible property, invasion of privacy or any other right of any person, firm or corporation, which may arise out of, or be, in any way, connected with the use, ►A W maintenance, repair, construction or operation of the facilities on the development known as TBCOM wireless telecommunications facility, and any structural failure, toppling of the wireless telecommunications tower or failure of any of the facilities located at the TBCOM wireless telecommunications facility, or for TBCOM's failure to comply with any federal, state or local statute, ordinance or regulation. ii) Any and all liabilities, penalties, claims, liens, costs, charges, losses, and expenses (including, without limitation, reasonable fees and expenses of attorneys, for trials and appeals, expert witnesses and other consultants), which are imposed upon, incurred by or asserted against the City by reason of any claim or lien arising out of work, labor, materials, or supplies, provided or supplied to TBCOM or City, their contractors or subcontractors, for the installation, construction, operation, maintenance, repair or use of the facilities on the development known as TBCOM wireless communications facility or for the issuance of a Special Exception, Development Approval, Development Order, Permits, Certificates of Completion or Certificates of Occupancy for the development known as TBCOM wireless communications facility, and including any structural failure, toppling of the wireless telecommunications tower or failure of any of the facilities located at the TBCOM wireless telecommunications facility. iii) Any claim asserted or liability imposed upon the City for personal injury or property damage to any person arising out of TBCOM or City's installation, operation, maintenance, repair, condition or use of the facilities on the TBCOM wireless communication facility development, or the City's issuance of a Special Exception, Development Approvals, Development Orders, Permits, Certificates of Completion or Certificates of Occupancy for the development known as TBCOM wireless 3 telecommunications facility and, including any structural failure, toppling of the wireless telecommunications tower or failure of any of the facilities located at the TBCOM wireless telecommunications facility. c) Defense to the City. In the event any action or proceeding shall be brought against the City by reason of any matter for which the City is indemnified hereunder, TBCOM shall, upon notice from the City, at TBCOM's sole cost and expense, resist and defend the same with legal counsel mutually selected by TBCOM and the City; provided, however, that TBCOM shall not admit liability in any such matter on behalf of the City without written consent of the City and provided, further, that the City shall not admit liability for, nor enter into any compromise or settlement of any claim for which it is indemnified hereunder, without the prior written consent of TBCOM. IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed and its corporate seal to be hereunto affixed by its proper officers thereunto duly authorized, the day and year first above written. Signed, sealed and delivered in the presence of: Witness TBCOM PROPERTIES, L.L.C. Mike— wrKh[_Qci A Florida limited liability company (Print or e Name) By: Q J (0�.' ,, , Name: ling (P J VQ1-6sa-) Title: 4A A-ry/ G-e j? Witness (Print or type Name) 4 STATE OF FLORIDA } COUNTY OF ORANGE } he foregoing instrument was acknowledged before me this day of 2005 by as of TBCOM PROPERTIES L.L.C., a Florida 1 -ted lia ' ity company, on behalf of the company, who i ersonally know to me or who has produced as identification an e acknowledged before me that he had the authority to and did execute same. +% ••.• EUGENIA T. BALDWIN NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD386190 EXPIRES 3/9/2009 BONDED THRU 1-888-NOTARYI NOT Y PUBLIC: (Si ure) (Print or Type Name) State of Florida at Lar e Commission No. b SD My Commission Expires: ACCEPTED BY THE CITY OF OCOEE Approved as to form and legality for use and reliance by the City of Ocoee Paul Rosenthal, City Attorney STATE OF FLORIDA COUNTY OF ORANGE LE S. Scott Vandergrift, Mayor Date: ATTEST: Beth Eikenberry, City Clerk Mailing Address: 150 N. Lakeshore Drive Ocoee, FL 32789 The foregoing instrument was acknowledged before me this day of , 2004, by S. SCOTT VANDERGRIFT and BETH EIKENBERRY, Mayor and City Clerk respectively, of the CITY OF OCOEE, FLORIDA, who are personally known to me and they acknowledged executing the same freely and voluntarily under authority vested in them and that the seal affixed thereto is the true and corporate seal of the City of Ocoee, Florida. (NOTARY SEAL) This instrument prepared by: Mary L. Sneed, Esq., Special Counsel Fowler & O'Quinn, P.A. 28 West Central Boulevard Orlando, FL 32801-2431 F7 Signature Print or type name Notary Public -State of _ Commission No: My Commission Expires: f i • BEFORE AFTER TB 1 i) - Ocoee BEFORE AFTER TB 108 - Ocoee BEFORE TB 108 - Ocoee AFTER BEFORE AFTER 'I'F3I t#�3 - Ocoee BEFORE AFTER TBI0- Ocoee `7 �. 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John Young Parkway preserve the appearance of the community, and . Kissimmee, FL 34741 concentrate the most unsightly facilities in a limited TEL: (407) 932-4323 geographical area. Telecommunications service facilities FAX: (407) 932-3555 permitted in Area One and Area Tw h 11 I b o s a a so a pe rm ltted in Area Three. Additionally, Innovative, Monopole, Guyed, Arm rroper LLG and Lattice telecommunications servicefacilities may be w� located in Area Three subject to Special exception 1 r�` 4vi WC%1*)lI I "ol approval. -Apart from the telecommunications service mmill Mfacilities listed below,, no other telecommunications service facilities shall be approved in Area Three shown on Map 5-19. VERST Am RO A D (5) Monopole telecommunications service facilities shall be permitted in Area Th tl' r 0 r lu!LSE D N E W M ulffm N 0 L IL CONSULTANT TEA PROJECT INFORMATION DEVELOPER: PROJECT DESCRIPTION: TBCOM PROPERTIES, LLC ERECT A NEW 165'-0' MONOPOLE WITH A 1133 LOUISIANA AVENUE 5' LIGHTNING ROD, OVERALL HEIGHT 170', SUITE 114 PROVIDE A NEW FENCED COMPOUND FOR WINTER PARK, FL 32789 UNMANNED, NON —INHABITABLE, OUTDOOR' EQUIPMENT CABINETS (WIRELESS TIM O'SHAUGHNESSY COMMUNICATIONS EQUIPMENT). (407) 435-0423 SITE PLANNING & DESIGN: ZONING: CURRENT ZONING: ,9C_299 BENCHMARK DESIGN SERVICES, INC. - GENERAL COMMERCIAL DISTRICT 1252 SO. JOHN YOUNG PARKWAY KISSIMMEE, FL 34741 FLOOD ZONE - A(100YR) B(500YR) C/X(NONE}: (407) 932-4323 SUBJECT LEASE AREA: (ZONE "X") IS NOT IN A FLOOD ZONE. CIVIL / ELECTRICAL ENGINEER: HANDICAP REQUIREMENTS: P W ENGINEERING SERVICES, INC. FACILITY IS UNMANNED: AND NOT FOR 590 SOLUTIONS WAY, SUITE 120 HUMAN HABITATION. HANDICAPPED ROCKLEDGE, FL 32922 ACCESS RE UIREMENTS NOT REQUIRED. (321) 636-9336 PAUL E. WINTER, P.E. PLUMBIN G REQUIREMENTS. 21, FLORIDA P.E. 22693 FACILITY HAS N0 SANITARY WATER SYSTEM. SURVEYOR: SETBACK REQUIREMENTS: BENCHMARK DESIGN SERVICES, INC. DISTANCE TO RESIDENCE 200' (MINIMUM) 1252 SO. JOHN YOUNG PARKWAY KISSIMMEE, FL 34741 (407) 932-4323 TOWER DATA (NAD 88) LATITUDE: 28° 34' 25.0" N LONGITUDE: 81 ° 33' 10.9" W GROUND ELEV (NGVD29): 120' OVERALL HEIGHT OF STRUCTURE: 170'—W ree as ou med m Section 5- I (F) (5) except that no facility located in Area Three may exceed 200 feet in height. SITE INFORMATION SITE 491 WEST SILVER STAR -•.D • •FLORIDA LANDLORD:• • MUNICIPALITY: CITY OF OCOEE PLANNING DIVISION 150 NORTH LAKESHORE DRIVE OCOEE, FL 34761 (407) 905-3157 PARCEL #: 18-22-28-0000-00-045 AREA DESIGNATION: AREA THREE UTI&,Y'TIES ELECTRIC- PROGRESS ENERGY (800) 700-8744 TELEPHONE- SPRINT (800) 901-9675 WATER - CITY OF OCOEE 407-905-3100 g SHEET INDEXI. T1 — TITLE SHEET C 1 - SITE PLAN & TOWER ELEVATION C2 - ENLARGED SITE PLAN L1 - LANDSCAPE PLAN E1 - UTILITY PLAN E2 - ELECTRICAL RISER DIAGRAM E3 - UTILITY RACK E4 - COMPOUND GROUNDING' PLAN & DETS. Al - TYPICAL CARRIER 'EQUIP. ELEVATIONS THESE DRAWINGS ILLUSTRATE THE DESIGN CONCEPTS AND LOCATIONS OF PROPOSED NEW EQUIPMENT. ALL STRUCTURAL CONNECTIONS AND EFFECTS TO THE TOWER SHALL BE CERTIFIED BY OTHERS. COPYRIGIff NOTICE: THESE PLANS AND SPECIFICATIONS PREPARED BY BENCHMARK DESIGN SERVICES, INC. ARE INSTRUMENTS OF SERVICE AND ARE PROTECTED BY COPYRIGHT LAWS. THEY MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT APPROVAL FROM BENCHMARK DESIGN SERVICES, INC. AND MAY. NOT BE USED FOR SUBSEQUENT PROJECTS WITHOUT APPROVAL FROM BENCHMARK DESIGN SERVICES, INC. THE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF BENCHMARK DESIGN SERVICES, INC. REVISIONS 3 06115105 water me per; arcivet, 2 03/30t05 Fa&Zone1 ram 1 03121105 per CityG�In�rle�%. 0 12/22/04 for cotutr, dt-ovw 12/13/04 tal ent revv%ew DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee - Orange County Florida SHEET TITLE TITLE SHEET SHEET NUMBER TB108 - T1 k,,P � �? 1 200' SETBACK FROA4 TOWER BASE MOBILE HOME 1 A ' NOTE: ALL EXISTING OVERHEAD G ' POWER LINES WITHIN SUBJECT PROPERTY SHALL BE REMOVED ERNEST COSTANTINO JR. MOBILE HOME ' AND/OR RELOCATED PARCEL I.D. N0. ' ( UNDERGROUND TO MEET 18-22-28-0000-00-024 CODE REQUIREMENTS. \\A TBCOM TO REQUEST OF EXISTING 6' CHAIN 0&A LINK FENCE TO BE FALL ZONE RADIUS GO �D• �00-' LOCAL UTILITY, THAT (45 FT.) ERN�pPRG��0000 EXISTING OVERHEAD LINES REMOVED (TYP.) (PER ENGINEERED ' �28 I SERVICING THE SUBJECT ENDEAVORS, INC. PROPERTY 1$�22 RE OCATE®TO BE LETTER DATED ' UNDERGROUND. AMARCH 23, 2005) ' MARY COSTANTINO :- PARCEL I.D. N0. � TBCOM LEASE PARCEL X (10,000 SO. FT.) 18-22-28-0000-00-045 XX x--- —X—x '. x x PROPOSED 170'-0" = MONOPOLE EXISTING ! ASPHALT PARKING x a AREA MOBILE = + ( O HOME �' 200' W .d X 208-4 EOP ' f 20' WIDE NON-EXCLUSIVE INGRESS -EGRESS & UTILITIES EASEMENT oboes,° .. u CO°O O° • O O`O O C U O"O O"QVDUO°O°GUOCOOU 00°U00°U°OOCC�00'OJ UJO JU000�0 �'O J.-0 EXISTING PAVEMENT 3 bOv. LLyC '1_C• U pV 00000 00 U •00 U0 OVUM-Ca0U00UOVO00�U DOpUDOUOVUO'O,U,��CCJ�OOUOOOOOOOOOUOOOOOCOO.00CUUODUCCOOOOUO°UCOJOCOQOOOQUO_OC�U00 C.0 �O ..r• ® 00 0p0�CC O 00 000D0000000000000000 0000000000000-�500000000000000000000000000000n000000000�G0GQa°o; 00n"vOC�j J0.0 00U O ' 0 0 O O O O^O OHO 0 0 0 0 D_O O - O0U000 rOG O 0 0° 0^00 q0 O"0C0�'•0••OQ C!.°C00, O O O O_O D U �_ �— ---..1_.i�- F/.1L, -- — 0 0000b�bo� �o��o ,_,.,you Qv Go-v°•' K X—....'m_.� =-" 1 � • V • '-� _ - - � W -' — — -- — -�� .• '" WEST, SILdER DITCH oyW 4 oHw STAR ROAD DITCH %{--- oyW EXTENSION " --- _ .J -- — --_ -- --_- --- _-________ --- ---. _ I {20' R.O.W.?, - o / PROPOSED 8' WIDE IA GRAVEL ACCESS DRIVE � ES I APPROXIMAT SEE DETAIL BELOW EXISTING 3/4" j Eti`I p. 5 LOCATION 0 { i WATER LINE RvB� R\ 0• p0,02 I /EXISTING BIR TO REMAIN Uj ( o pPRG$�0000 ENGINEERING EXISTING WATER R�ER J ® o �2 I BUILDING TO BE USED WITH I �.�Vj �a�22 LANDSCAPE IRRIGATION 3 ��P. I WSW 0 EXISTING BUILDING & CONCRETE W to TO BE REMOVED EXISTING CHAINLIN ENCEEXISTING 2" TO BE REMOVED �\��i WATER LINE MAIN EXISTING UTILITY POLE oy 3 G� I & TELCO PEDESTAL \ �2 EXISTING WATER METER 3/4" TAP � (F. EXISTING CONCRETE FLUME & HEADWALL ............................. SITE PLANREMOVE 8" OF EXISTING EARTH AND REPLACE WITH GRAPHIC SCALE (FEET) BACKFILL AND FDOT #57 STONE EASEMENT 30' 15' 0' 30' 60, SOUTH 8' ACCESS DRIVE NORTH SOD SOD AS REQ'D AS REQ'D LEGEND ®SLOPE=2.00% 3 EXISTING GRADE EXISTING GRADE 0001 O° oo"'"o° o�"uO° ° �"og„ c°°Qo9°o \� ="�' \�• iy 4� IIT TELCO PEDESTAL �/ �� �:� \� \ �;\ \�..�.\ \\� \�� \.•� ;�\ NOTE: \ ����\%i\i'i`.�%�`/'.,�,\\�� �\ WATER METER 4" FDOT #57 STONE , ALL FDOT #57 STONE TO BE CONSTRUCTED AND PLACED SUCH THAT TOP OF STONE SHALL MATCH EXISTING GRADE. WATER RISER THEREFORE, THERE IS NO FLOOD ENCROACHMENT. ACCESS GEOTEXTILE FABRIC t:J DRIVE TO FOLLOW CENTERLINE OF INGRESF-EGRESS & UTILITY UNDER STONE C'0--__1 UTILITY POLE EASEMENT. 4" BACKFILL (COMPACTION TO BUILDING AREA 99 CC IVE DETAIL 99 95% OF AASHO T-99) iO OVERALL HEIGHT 3 N 170'-0" OF STRUCTURE A n n TOP OF TOWER 165'-0" 1 so'-o" CO -LOCATOR U' n n CO -LOCATOR 150'_0„ 140' -0" CO -LOCATOR VERIZON. R' I IrLJTA11A1r onn N%ow� `NOTE: MONOPOLE IS LIMITED TO A MAXIMUM OF 24 ANTENNAS u lu n n CO -LOCATOR 130'_0" NEXTEL CO -LOCATOR 120'-0" iu a� 110'-0" CO -LOCATOR iiu iu ANTENNAS, ANTENNA MOUNTS AND STAND-OFFS TO BE CERTIFIED BY MANUFACTURER AS RATED FOR 100 MPH WIND LOADING PER EIA-TIA-222-F (120 MPH-3 SEC. GUST) IN ACCORDANCE WITH PREVAILING STATE, COUNTY, AND LOCAL CODES AND ORDINANCES. (STRUCTURAL CERTIFICATION BY OTHERS) 1.) THE TOWER FOUNDATION DESIGN SHALL BE SUPPLIED BY TBCOM. THE CONTRACTOR MAY PROPOSE AN ALTERNATE FOUNDATION DESIGN IF IT IS STAMPED BY A REGISTERED ENGINEER LICENSED TO PRACTICE IN THE STATE WHICH THE PROJECT IS LOCATED. TBCOM SHALL HAVE THE, RIGHT TO APPROVE OR DISAPPROVE THIS DESIGN. DELIVERY OF ANCHOR BOLTS AND OTHER TOWER VENDOR SUPPLIED ITEMS SHALL BE COORDINATED BY THE CONTRACTOR. 2.) CONTRACTOR SHALL VERIFY LOCATION OF THE TOWER BASE TO THE TOWER LOCATION STAKE AND CONCLUDE IF IT IS IN ACCORDANCE WITH THE SURVEY/SITE PLAN. 3.) BEFORE CLEARING AND GRADING, BENCHMARKS AND OFFSETS MUST BE ESTABLISHED SO THAT THE CENTER OF THE TOWER CAN BE RE-ESTABLISHED AFTER THE SITE HAS BEEN CLEARED. 4.) CONTRACTOR IS RESPONSIBLE FOR CLEANING OFF RUST AND SCALE FROM REBAR WITH A WIRE BRUSH PRIOR TO USE. CONTRACTOR IS TO TIE REBAR AS TIGHTLY AS POSSIBLE TO INSURE REBAR IS NOT PUSHED TO ONE SIDE OF THE EXCAVATION. 5.) IF CAISSON, OR ROCK ANCHOR TYPE FOUNDATIONS ARE NECESSARY, CONTRACTOR SHALL HAVE ON HAND AN INDEPENDENT GEOTECHNICAL ENGINEER TO OBSERVE THE INSTALLATION. A REPORT OF HIS OBSERVATIONS SHALL BE SUBMITTED TO TBCOM. 6.) THREE (3) CONCRETE TEST CYLINDERS SHALL BE TAKEN BY A TESTING LAB, AND PROFESSIONALLY TESTED FOR THREE (3), SEVEN (7), AND TWENTY-EIGHT (28) DAYS FROM THE DATE OF POUR AND REPORT PROVIDED TO TBCOM. TEST REQUIREMENTS SHALL BE IN ACCORDANCE WITH , ASTM C172, C31, AND C39. ALL CONCRETE CONSTRUCTION MUST MEET THE REQUIREMENTS OF ACI 318-99. CONTRACTOR TO PROVIDE WRITTEN TEST RESULTS OF CONCRETE STRENGTH TESTS. TOWER SPECIFICATIONS, CERTIFICATION, AND ERECTION DETAILS BY TOWER MANUFACTURER. TOWER SHALL BE MANUFACTURED TO CURRENT TIA/EIA 222-F STANDARDS. ANTENNAS SHALL COMPLY WITH FCC AND ALL FEDERAL AND STATE REGULATIONS RELATIVE TO TELECOMMUNICATIONS AND RADIO FREQUENCY EMISSION LEVELS. TOWER SHALL BE STRUCTURALLY DESIGNED TO ACCOMMODATE UP TO SIX (6) CELLULAR COMMUNICATION CARRIERS. NO FORM OF ADVERTISING (SIGNS, LOGOS, DESIGNS, ETC.) SHALL BE PLACED ON TOWER OR ITS APPURTENANCES. CONTRACTOR SMALL REMOVE ALL CLIMBING RUNGS BELOW 8 FEET ELEVATION PRIOR TO FINAL INSPECTION. NO ARTIFICIAL LIGHTING SHALL BE USED ON THIS TOWER EXCEPT FOR LIGHTING REQUIRED BY FAA. PROPOSED MONOPOL E (COLOR: FLAT DARK GRAY FINISH) NOTE: ALL APPARATUS ATTACHED TO MONOPOLE SHALL HAVE A FLAT DARK GRAY FINISH TOWER ELEVATION C1 4:100 SCALE NOTE: ALL APPARATUS ABOVE FINISHED GRADE SHALL HAVE A LIGHT GRAY OR LIGHT GREEN 'FINISH "NO TRESPASSING SIGNS WITH 6" LETTERS AT 40' INTERVALS AND �- MOUNTED 5' ABOVE GRADE. TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk DESiCiN .SERVICES INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3. 06115105 water rnetw, aveL 2 03130105 FauiZo"& rad "k 1 03�21�05 _per City 0 12/22/04 for conj&uct-um AA 112/13/041 cUentreview IAn M5 11RMM DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE T8108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE SITE PLAN TOWER ELEVATION SHEET NUMBER 2 OF 9 TB 108 - C 1 L 0 a ��iiull�lllll��llll� ��Illllllllll�lli� �nnuumnnmuiNnnnmi�i�r��nmuumnnmumnn 011,111111 1111111111111111111111111MI, 11111111111111111111111111 FENCE DETAILS i Z NO SCALE �-. I n� �•. BOND GATE TO POST-' (�•. USING #4/0 CABLE OR a�l I.a. o I dal (:aa 1" BRAIDED STRAP.LLI of BOND CORNER POSTS AND CONCRETE ENCASEMENT GATE POSTS TO EXTERNAL AT EACH POST GROUND RING 6'-0" OC MAX 6'-0" OC MAX GATE OPENING PER PLAN LANDSCAPE BUFFER o.... (SEE SHEET L 1 FOR DETAILS) GR HIC SCALE (FEET) TBCOM LEASE PARCEL (10,000 SQ. FT.) 8' 4' 0' 8' 16' Y 50' 0" 259-09! o < FENCED COMPOUND SETBACK LO C-4 NV 4 � `� 1 `�' `� `I' `I' `�' FALL ZONE RADIUS .� .rr •� Nil � � 14/ 14e (45 FT.) (PER ENGINEERED 41 �, �, �, �, �, \, ENDEAVORS, INC. LETTER DATED ILI MARCH 23, 2005) — II II 89—®99 PAD II CARRIER PROPOSED (15' 19') �' 170'-0" �lERIZ0�1 II II MONOPOLE LEASE CARRIER AREA (I II (15'x22') y I (15'x249) I — _I �. �• rn I z _ 0 50 ® .� w SHELTER I _ NE STONE AREA - FDOT #5 V/ .J, %Ir wCRUSHED STONE (4" MIN.) WIT nIEXTEL MIR�FI 50OX FABRIC UNDERLAYt CARRIER = w 14' LEASE ( (15'x22') •I. - AREA `'\ ® NEW 6'-0" DECORATIVE ( L " q/WROUGHT IRON" 14, (ALUMINUM) FENCE (50'x50-) PROPOSED U LITY ACK .� (SEE SHEET E3) PROPOSED COMPOUND .I. q/ C, C> :� • -1 q/ q/ (2,500 SO. FT.) o (::OM� Y� �. - �� C C; Jo� c>o y LoOO o o /-��� O,, lo V ry 9 99 ✓ .� n 1 O O �_ '.' �' J V / L' !✓ 0 ✓ - -r LS —® O , rV �.� ,7 i�>p 9r tq-%'� (� �� �} ,� r� �` i-1 ^� O O r� L,� ,-� r..� �. lam, �J O �i (...�- C} (.-' "� - ^� ^} - /•sue - - r� C 1 G7 1 V _ �J > . ; '� , r rLl O O O L,. C O C�i_, _ r `$'-WIDE AjC�sLSS DRIVE SETBACK 0 0 (`'' _^_ 0 O O G O. O O O O (�j�/"'� > _ ("\ i--, '�' f^1 {J _7 (v �•.� V V O f i . ��1 �, ( f �) /� O / y '. C) O O O ram. v O O ��' `� OVOWER'O O O I O _} C'} C_' ; _ O r, �, , O O ` 0 vi2 1�8"JPRB�lPLG �REiA �? !� , i' �` O O v O O v O J O y Cr v O v 20 WIDE NON-EXCLUSIVE 0 (0 C> O O O �_ O O G` J O O 0-0-0-0, (^ -==- INGRESS -EGRESS & UTILITIES 3 O O O O :� v C O O �> O O O O ` _>.=-"""'� EASEMENT 0C �L= , Lr; }0 C> O OO O� OOL700 �, OC 000 �0 �, (�) �7 C� (> > t, > ALUMINUM EXTRUSION FENCE JERITH (MODEL 100 SERIES) OR EQUIVALENT - PAINTED BLACK i �►�— PROVIDE INDUSTRIAL LATCH AND 5/16 ZINC PLATED CHAIN ON ALL GATES. EXTEND WEED BARRIER ONE 1'-0" BEYOND FENCE. ..�.. �--1 II -I is III &� i 11- al 14. —Iwl- I- I -2" GAP ;MAX. BETWEEN FIN. GRADE & GATE SITE CHARACTERISTICS PARENT TRACT AREA 10,000 SQ. FT. LEASE PARCEL AREA 10,000 SQ. FT. EXISTING CONDITIONS EXISTING IMPERVIOUS SURFACE AREA 2,827 SQ. FT. IMPERVIOUS SURFACE/PARENT TRACT = 28.27% PROPOSED CONDITIONS GRAVEL COMPOUND AREA 1,167 SQ. FT. PROPOSED IMPERVIOUS SURFACE AREA 2,033 SQ. FT. (INCLUDES FUTURE SLABS) IMPERVIOUS SURFACE/PARENT TRACT = 20.33% DECREASE IN IMPERVIOUS SURFACE AREA = 7.94% CABLE ENTRY PORTS 1039x24." (BOTTOM): 4.50 10'-0" 1350 6'-099 225° 109-099 315" 6' -0" ggw,%)• - • , yrNO SCALE "NO TRESPASSING" WARNING -SIGNS (A) 71110 TRESPASSING" WARNING SIGNS SHALL BE PERMANENTLY ATTACHED TO THE FENCE OR WALL AND SHALL BE SPACED NOT MORN THAN 40 FEET APART. (B) Tt iE LETTERS FOR THE "NO TRESPASSING" WARNING SIGNS SHA1,L BEAT LEAST SIX INCHES IN HEIGHT. THE TWO WARNING NO SIGN§ MAY BE COMBINED INTO ONE SIGN. THE WARNING SIGNS TRESPASSING SHALL BE INSTALLED AT LEAST FIVE FEET ABOVE THE FINISHED GRADE OF THE FENCE. e (C) THE WARNING SIGNS MAY BE ATTACHED TO FREESTANDING POLES IF THE CONTENT OF THE SIGNS MAY BE OBSTRUCTED BY LANE SOAPING." NOTE: ALL APPARATUS ABOVE FINISHED GRADE SHALL_ HAVE A LIGHT GRAY OR LIGHT GREEN FINISH I NOTE: MOBILE OR IMMOBILE EQUIPMENT NOT USED IN DIRECT SUPPORT OF A FACILITY SHALL NOT BE STORED OR PARKED ON THE SITE OF THE TELECOMMUNICATIONS SERVICE FACILITIES UNLESS REPAIRS TO THE j MOUNTING STRUCTURE ARE BEING MADE. .�I�1►I ��T�iL��'><��1 1. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS WORK FROM ALL APPLICABLE GOVERNMENTAL JURISDICTIONS. ANY PERMITS WHICH MUST BE OBTAINED ARE THE CONTRACTOR'S RESPONSIBILITY, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK USING HIS/HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNOLOGIES, PROCEDURES, AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING A BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTED TO THE OWNER OR THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURES, UTILITIES, OR EQUIPMENT, SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO PRE -CONSTRUCTION CONDITIONS OR BETTER, AT THE EXPENSE OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE OWNER'S ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 6. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONSTRUCTION WASTE ON A REG`ULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF ALL WORK. ALL AREAS ARE TO BE LEFT IN BROOM CLEAN'. CONDITION AT THE END OF EACH DAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE AREA WHILE THE JOB IS 1N PROGRESS AND UNTIL THE JOB 1S COMPLETED. 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY ANY GOVERNING AGENCY. 9. DEPICTED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE. THE CONTRA ;TOR SHALL VERIFY ALL DRAWING DIMENSIONS WITH ACTUAL FIELD DIMENSIONS PRIOR TO CONSTRUCTION ACTIVITIES AND/OR OFF -SITE FABRICATION, UNLESS OTHERWISE INSTRUCTED BY THE OWNER. 10. CONTRACTOR SHALL NOTIFY OWNER OF ANY CONFLICTS OR DISCREPANCIES' WITHIN THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS PRIOR TO EXECUTING ANY WORK IN QUESTION. 11. DETAILS ARE INTENDED TO CONVEY THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE, WORK. 12. CONTRACTOR SHALL NOTIFY OWNER IF DETAILS PRESENTED HEREIN ARE UNSOUND, UNSAFE, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. ONCE A RESOLUTION IS ACHIEVED AND WORK IS PERFORMED, IT WILL BE CONSIDERED THAT THERE IS NO FURTHER OBJECTION BY THE CONTRACTOR TO THESE DETAILS. 13. ALL NEW ITEMS DEPICTED ON THE DRAWINGS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. ANY SUBSTITUTION OF MATERIALS OR EQUIPMENT, OR ALTERATIONS FROM THE PLANS AND SPECIFICATIONS SHALL BE APPROVED BY THE OWNER. 14. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LOCATIONS OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND FOR PLANNING PURPOSES ONLY. 15. CONTRACTOR -SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS. 16. MUNICIPALITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AT THE JOB SITE AND SHALL NOT BE USED BY WORK CREWS. 17. IT IS THE CONTRACTOR'S . RESPONSIBILITY TO ENSURE THAT ALL WORKING PLAN SETS REFLECT THE SAME INFORMATION. 18.. THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS (WITH ALL REVISIONS, ADDENDA, AND NOTES) ON THE JOB SITE AT ALL TIMES. THE CONSTRUCTION SUPERINTENDENT IS TO BE THE CUSTODIAN OF THIS SET. 19. UPON COMPLETION AND ACCEPTANCE OF THE WORK FOR THIS SITE, ONE COMPLETE SET OF "RED -LINE" DRAWINGS IN GOOD CONDITION, DEPICTING ALL CHANGES MADE IN DESIGN AND SCOPE, SHALL BE SUBMITTED TO THE OWNER OR THE OWNER'S REPRESENTATIVE. FABRICATION NOTE: 1. ALL FIELD CUTS TO 87 SPRAYED WITH TWO (2) COATS OF COLD-GALV. TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk DES1*CjN SERVICES INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3 06/15/05 water meter; ave / 2 03/30105 FaZLZon&rad,ruk 1 03/21 /05 Per UtyGarrune�rt� 0 12/22/04 for conirurr+um 12/13/04 &Mt review flV8 INM DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE ENLARGED SITE PLAN FENCE DETAILS SHEET NUMBER 3 OF 9 TB 108 - C2 TBCOM LEASE AREA (100'x100') PROPOSED CANOPY TREE (LIVE OAK-QUERCUS VIRGINIANA) (12' TALL) (2" D.B.H.) (TYP. 9) PROPOSED IRRIGATION SPRAY HEAD (MUST PROVIDE 100% COVERAGE) (HUNTER MODEL SRS-04). IRRIGATION RISERS ARE NOT ALLOWED. TIMED, AUTOMATIC UNDERGROUND SYSTEM UTILIZING POP --UP HEADS. PROPOSED CONTINUOUS HEDGE (GALLBERRY-ILEX GLABRA) (MIN. 30" TALL AT INSTALLATION) PROPOSED RAIN GAUGE SENSOR I W - --APPROX_ 200 FEET WM TIE IRRIGATION SYSTEM TO EXISTING 3/4" WATER LINE AT EXISTING WATER RISER® EXISTING 3/4" (REMOVE EXISTING RISER) WATER LINE FROM EXISTING CITY A WATER METER LANDSCAPING PLAN �IL �1 O SCALE LANDSCAPING NOTES: 1.) ALL NEW PLANT MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER, HEALTHY, DISEASE FREE, PEST FREE, AND XERISCAPE TOLERANT. ALL MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. ALL REQUIRED TREES TO BE LOCATED A MINIMUM OF 5' FROM IMPERVIOUS SURFACES. 2.) A 2" MIN. LAYER OF ORGANIC MULCH SHALL BE PLACED AND MAINTAINED AROUND NEWLY INSTALLED TREES AND SHRUBS. EACH TREE SHALL HAVE A RING OF ORGANIC MULCH NO LESS THAN 12" BEYOND ITS TRUNK IN ALL DIRECTIONS. 3.) PLANT MATERIAL TO BE PROPERLY MAINTAINED TO ENSURE GOOD HEALTH AND VITALITY. DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN A TIME PERIOD APPROPRIATE TO THE GROWING SEASON OF THE SPECIES, NOT EXCEEDING NINETY (90) DAYS. 4.) LANDSCAPING SHALL BE IN ACCORDANCE WITH ALL APPLICABLE MUNICIPALITY LANDSCAPING ORDINANCES. 5.) INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES, ALL GOVERNING AGENCY REQUIREMENTS, AND STANDARD INDUSTRY PRACTICES. 6.) LANDSCAPING SHALL BE MAINTAINED BY TOWER OWNER THROUGH AN IRRIGATION SYSTEM APPROVED BY THE DEPARTMENT OF BUSINESS AND COMMUNITY SERVICES DURING THE TERM OF THE LEASE OR THE OPERATION OF THE COMMERCIAL COMMUNICATION TOWER, WHICHEVER IS LONGER. 7.) PERMANENT IRRIGATION SYSTEM WITH RAIN GAUGE, TIMED, AUTOMATIC UNDERGROUND SYSTEM UTILIZING POP-UP HEADS SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR. 8.) ALL PLANT MATERIAL TO BE WARRANTED BY CONTRACTOR FOR A PERIOD OF ONE YEAR. 9.) ALL LANDSCAPE AREAS NOT PLANTED WITH SHRUBS AND GROUNDCOVERS, MULCHED, OR LEFT IN A NATURAL VEGETATIVE STATE SHALL BE SODDED WITH ST. AUGUSTINE 'FLORATAM' SOLID SOD. RUBBER HOSE BIODE1RADABLE TWINE FOR TIE DOWNS (PLACE 1200 APART AROUND TREE) —� 299x2"x24" STAKE, DRIVEN FLUSH WITH FINISH GRADE FINISHED GRADE EXISTING SOIL - PLANTING SOIL MIX — FINISHED GR, EXISTING SOIL PLANTING SOIL +++++++ +++++ +++++ ++++ ++++ +++++ + + + + 4 + +++ + +++++ ++++ +++++ BALL DIA. ' 2.5X BALL DIA. m NO SCALE -PROVIDE STAKING ONLY IF NECESSARY 2" x 2" P.T. STAKE 8' LONG WITH NOTCHED END (5' EXPOSED) 2 PER TREE (TYP.) -REMOVE 1/3 OF BURLAP FROM TOP OF ROOT BALL -3" ORGANIC MULCH (TYP.) PROVIDE STAKING ONLY IF NECESSARY 2" ORGANIC MULCH (TYP.) TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk DESI*CIN SERVICES INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3 106115105 water meter; ava 2 103130105 FaZLZon&ra 1 03121105 per C' 0 12/22/04 f &r canAmdLow A 12/13/04 &entrew%ew JWB �MM DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE SHEET NUMBER 4 OF 9 TB108 - L1 NOTE: ALL EXISTING OVERHEAD POWER LINES WITHIN SUBJECT PROPERTY SHALL BE REMOVED AND/OR RELOCATED UNDERGROUND TO MEET CODE REQUIREMENTS. TBCOM TO REQUEST OF LOCAL UTILITY, THAT EXISTING OVERHEAD LINES SERVICING THE SUBJECT PROPERTY TO BE RELOCATED UNDERGROUND. F k' TBCOM trEASE PARCEL (10, 000 SQ. FT.) F I� e NOTE: TBCOM TG REQUEST OF LOCAL UTILITY, HAT EXISTING OVERHEAD LINES SERVICING THE SUBJECT PR PERTTO BE RELOCATED PROPOSED UTILITY RACK UNDERGROUND., (SEE SHEET E3) i I t o 20' WIDE NON—EXCLUSIVE INGRESS —EGRESS do (2) 2" PVC CONDUITS UTILITIES EASEMENT j (W/PULLSTRING FROM NEMA BOX _ TO EXISTING TELCO PEDESTAL (APPROX. 250') ®®® o •J `�i '•J l_ V J V V '�! 'J �. .�_ <`) ` �v-:.� fl U fl C L.� iv} _ .� _. - ✓ (,�_ L ✓ .�.� _. ,_ - t^ - .-.J �% ,� r., `. !_` i� fl G� �% (� `� Ci' ^' r_) r.J C, C.' 0 0 G: G' C} O O fl C, ! ' _ O �,J C} `� i�i �j '`.i �_ �`'; i�., _ r"_ ` `:' -1 ,� .� r ) _> r v �% G> �> O O O O O O O O _> �) r� c� fl, O O �-', ;� _ _ �.} �. _ �� G r, G _ i� G> s ,- G L G J O _ J _ 0 �,% - i- -� ti � r r^ ! <_ l ;rl - _ � �' - - � _ _ 1 _ � � � _ r _ r �' O J U O , L ( 0 fl 0 •J Ci O O G C v fl L `? c�; _ -, ,- ,, O r� `� C1 �> C) G, O w> v C> O O r- O v O v O O O O O C, O O O O �} �) _ y _ v J J �. (� - - �, '� _ } �: 0 ;> _ < O O 0 C 0 ;% O � C C � O O 0 fl O 0 O , 0 � ^> - - � `� O G` C ; O �� \ Cy�O C C; C; O �� fl 0 � , <^ � C` �� O Q �? C- � O G Ci ` ,v `} C' ?; _ - - - - - _ T r--O J- O �; O J G` _ C> G O O O `.� O O O O O �> ,I G O v �— J ` Q 0 0 UIT U 0 -0 0 0.0 J__ _ _ --- ---_ _ �0 0 80-0,0,- - E- ®- i �-moo-®-® .® o-o-•o ®-f� OHW ` NON- OHW W OHOHW OHW F OHW OHW 3: OHW o � "�----"" OHW I OHW R � W it � �'' �`-_-`�----•�.___ % / I o ' T (4) 2— i/2 �� PVC CONDUIT OR (2) 3—I/2 PVC CONDUIT FOR POWER ( I I (FROM METER RACK TO BASE OF EXISTING POWER POLE PER RAYMOND JORDAN OF PROGRESS ENERGY) (407-905 3305) (APPROX. 90) > a IMo � . I NON o QW� xo 1UTILITY PLAN TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk DESOICiN SERVICES INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3 06115105 water meter; ave / 2 0313%5 FaWZmelradjuk 1 103121105 PerCftyc��un 0 12/22/04 for wIn racrw v A 12/13/04 dceritrew%ew XB """I / _ M DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE SHEET NUMBER �501` 9 TB 108 - El SQUARE—D EZ METER—PAK MAIN FUSIBLE SWITCH, 1200AMP MAIN, 1—PHASE, 3W, CLASS T FUSES, 100,000 AIC RATING NEMA TYPE 3R ENCLOSURE. SQUARE—D EZ METER—PAK (SQUARE D #EZM11200FS OR EQUIVALENT). BRANCH UNIT 200AMP MAX 3W METER LETTERS, VIEWABLE FROM UTILITY SOCKET/CIRCUIT BREAKER RACK, TO ACCOMODATE FIRE NEMA TYPE 3R ENCLOSURE PROTECTION. (SQUARE D #EZML113200 OR EQUIVALENT). (TYP.2) 100AMP 1/0 NEXTEL POWEL INCANDESCENT O o 00 METER (2)#12 & PANEL LIGHT O a 00 VERIZON (1)#12G IN "P 1 " METER 3/4" RGS m (2)#12 & O 0 eo TBCOM CONDUIT S.P. (1) 12 GSIN METER GFCI SWITCH RECEPTACLE CONDUIT PROVIDE (1) 100A CIRCUIT BREAKER (SQUARE D #QE2100VH OR (1 #8T, 13) RGS EQUIVALENT), (12) #350 MCM, (4) 2-1/2" PVC CONDUITS OR (2) 3-1/2" PVC CONDUITS TO BASE OF EXISTING UTILITY POLE. COORDINATE CONNECTION WITH UTIL CO. (SERVICE VOLTAGE 120/24OV, 1 PHASE) #2 AWG GR. (TYP. 2) ELECTRICAL NOTES i PANEL SCHEDULE 99P1" (TBCOM) 10,000 AIC 1-20/24OV-1 PH, 3 WIRE, 1 OOA MLO CKT. DESCRIPTION TRIP VOLTS WIRE GND. CONDUIT POLES KVA 1 GFI RECEPTACLE 20 120 (2)#12 (1)#12 3/4" 1- 2.4 2 UTILITY RACK LIGHT 20 120 (2)#12 (1)#12 3/4" 1 2.4` 31 SPARE 20 120 1 2.4 4# TOTAL 7.2 KVA 12.OKVA _ 30 AMPS 240V } 1.) ELECTRICAL CONTRACTOR SHALL 5.) CONTRACTOR SHALL BE 12.) CONTRACTOR SHALL SUBMIT TO SUPPLY AND INSTALL ALL NEW RESPONSIBLE FOR ALL CUTTING AND OWNER CUT SHEETS AND/OR SHOP ELECTRICAL WORK INDICATED. PATCHING REQUIRED TO COMPLETE THE DRAWINGS OF FIXTURES, ASSEMBLIES, CONSTRUCTION SHALL BE IN WORK. EQUIPMENT, AND MATERIALS PROVIDED ACCORDANCE WITH DRAWINGS AND BY CONTRACTOR. APPLICABLE SPECIFICATIONS. IF A 6.) THE COMPLETED SYSTEM SHALL BE PROBLEM IS ENCOUNTERED IN FULLY OPERATIVE AND ACCEPTED BY 13.) CONTKA(;TTOR SHALL BE COMPLYING WITH THIS REQUIREMENT, THE OWNER/OWNER'S REPRESENTATIVE. RESPONSIBLE OR REMOVAL OF CONSTRUCTIO(� CONTRACTOR SHALL NOTIFY OWNER, OR DEBRIS AND CLEANUP OF AFFECTED !WORK AREAS OWNER'S REPRESENTATIVE UPON 7.) ALL WORK SHALL BE PERFORMED DIRECTLY RESULTING FRM CONTRACTOR'S WORK. � ,DISCOVERY OF THE PROBLEM, AND BY A LICENSED ELECTRICAL SHALL NOT PROCEED WITH THAT CONTRACTOR IN A FIRST CLASS 14.) CONTRACTOR SHALL LABEL ALL PORTION OF THE WORK UNTIL OWNER WORKMANLIKE MANNER. PANELS, ENCLOSURES, AND ELECTRICAL HAS DIRECTED CORRECTIVE ACTIVE. WIRING IN A 14ANNER DEEMED 2.) CONTRACTOR SHALL VISIT THE JOB 8.) ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS APPROPRIATE OWNERS Y OWNER AND/OR SITE PRIOR TO BID AND FAMILIARIZE WHERE APPLICABLE. REPRESENTATIVE. HIMSELF WITH ALL EXISTING CONDITIONS THAT ARE PART OF AND 9.) CONTRACTOR SHALL WARRANTY ALL . 1515)WITCONTRACTOR I SHALL CONFIRM AFFECT THE INSTALLATION OF THE MATERIALS AND WORKMANSHIP FREE LOCAL ITOILI AND ALL REQ 1 TMEN COMPANY ANY ILI TY COSUCH AS LUG FINAL SYSTEM DEPICTED ON THESE FROM DEFECTS FOR A PERIOD OF NOT SIZE RESTRICTIONS, CONDUIT ENTRY, DRAWINGS. LESS THAN ONE YEAR FROM DATE OF TRANSFORMER ; SIZE, SCHEDULED DOWN 3.) ALL WORK SHALL BE PERFORMED ACCEPTANCE BY OWNER. TIME, ETC. ANY CONFLICTS SHALL BE IN ACCORDANCE WITH THE LATEST BROUGHT TO THE ATTENTION OF THE EDITION OF THE NATIONAL ELECTRICAL 10.) ALL REQUIRED INSURANCE SHALL OWNER. CODE AND ALL CODES AND BE SECURED FOR PROTECTION AGAINST ORDINANCES OF THE AUTHORITY PUBLIC LIABILITY AND PROPERTY 16.) CONTRACTOR SHALL COORDINATE HAVING JURISDICTION. DAMAGE FOR THE DURATION OF THE METER SOCKET LOCATION AND TYPE 4.) CONTRACTOR IS EXPECTED TO WORK. WITH THE LOCAL POWER COMPANY. FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE 11. CONTRACTOR SHALL PAY FOR ALL 17. CONTRACTOR SHALL SEAL ALL ELECTRICAL SYSTEM, AND PROVIDE ALL PERMITS, FEES, INSPECTIONS AND CONDUIT AND WIRE ENDS FROM REQUIREMENTS NECESSARY FOR TESTING. CONTRACTOR TO OBTAIN MOISTURE INFILTRATION. EQUIPMENT BE PLACED INTO PERMIT AND APPROVED SUBMITTALS I PROPER WORKING ORDER. PRIOR TO COMMENCING WORK OR 18. ALL CONDUCTORS SHALL BE ORDERING MATERIALS. COPPER WITH THHN INSULATION. 0 TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX. (407) 622-2181 BENChMARk DES1*CjN SERVICE INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3 106115105 water meUr; 5frcweb 2 03130/05 FaWZo*W., ra UtW 1 03121 /05 per City canmefit-k 0 112/13/04 12/22/04 far congrucrwty &ent review VD lzmm DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET NUMBER 6 OF 9 TB108 - E2 SQUARE-D EZ METER-PAK MAIN FUSIBLE SWITCH. 1200AMP MAIN, 1-PHASE, 3W, CLASS T FUSES, 100, AIC RATING, NEMA TYPE 3R ENCLOSURE. (SQUARE D #EZM 1 1200FS OR EQUIVALENT). ABOVE GROUND CONDUITS TO BE RGS (TYP.) #6 AWG STRANDED WITH GREEN JACKET WITHIN 3/4" PVC CONDUIT TO NEMA BOX. (NEMA BOX ON BACK SIDE) CADWELD LEAD TO POSTS & EXTERNAL GROUND RING. #2 AWG SOLID BARE TINNED - COPPER CONDUCTOR. CADWELD CONNECTION (TYP.) (12) #350 MCM, (4) 2-1/2" PVC CONDUITS OR - (2) 3-1/2" PVC CONDUITS TO BASE OF EXISTING UTILITY POLE. COORDINATE CONNECTION WITH UTIL CO. (SERVICE VOLTAGE 120/24OV, 1 PHASE) INCANDESCENT 60W L1""" '"' NEMA TYPE 3R ENCLO S.P. SWITCH, 120V, 2 NEMA TYPE 3R ENCLO W/WEATHERPROOF CO' (2)#12 & (1)#12G IN RGS CONDUIT 100 AMP 1/0 POWER PANEL, 120/24OV, 1 P (2)#12 & (1)#12G IN RGS NIPPLE GFCI RECEPTACLE (121 1 P, 20A) W/WEATHERI COVER. (3)#3 & (1)#8G IN 1 CONDUIT TO METER CI ON FRONT OF THIS SE RACK. (240V, 60A) EQUIPMENT GND, #4 A BARE TINNED COOPER 3/4" PVC CONDUIT. B TO ELECTRICAL SERVIC ENTRANCE GROUND RO�. I. SQUARE-D EZ METER-PAK BRANCH UIT 200AMP MAX 3W METER SOCKET/CIRCUIT BREAKER NEMI TYPE 3R ENCLOSURE NOTE: (SQUARE D #EZML113200 OR EQUIVAL. NT) (TYP.2). ALL APPARATUS ABOVE FINISHED GRADE SHALL HAVE A LIGHT GRAY c OR LIGHT GREEN FINISH PROVIDE (1) 200A CIRCUIT BREAKER (SQUARE 0 #QE2200VH OR EQUIVALENT) 3%3" ENGRAVED LAMINATE LABEL: "NEXTEL COMMUNICATIONS" PROVIDED �BY CONTRACTOR. 8'-®99 NEW ELECTRIC NEXTEL METER BY LOCAL UTILITY k 3%3" ENGRAVED LAMINATE LABEL: --k` I ERIZON WIRELESS" PROVIDED I BY CONTRACTOR. PROVIDE (1) 200A CIRCUIT BREAKER (SQUARE D #QE2200VH OR EQUIVALENT) NEW ELECTRIC VERIZON METER BY LO(AL UTILITY o 0 G 3%3" ENGRAVED LAMINATE LABEL: _...._,., "TBCOM PROPERTIES, LLC" PROVIDED Y CONTRACTOR. O Q l I PROVIDE (1) 100A CIRCUIT BREAKER (SQUARE D #QE2100VH OR EQUIVALENT) i NEW ELECTRIC TBCOM METER BY LOCAL UTILITY 0 BOND TO METER SOCKET, DISCONNECT, AND GROUND ROD. 'I .� SERVICE GROUND #2 AWG IN 3/4" P�?C CONDUIT 'rJ�,�UQ�: rn ORnG� �n��O�r•.��n�r' ,� ,�,,,—GC)n �r�.��n�DOrr�Qn � nUprJntJ NOTE: ALL APPARATUS ABOVE FINISHED GRADE SHALL HAVE A LIGHT GRAY OR LIGHT GREEN FINISH EXTERIOR GROUND RING i - ELECTRICAL SERVICE ENTRANCE GROUND ROD (10' X 3/4" �I COPPER CLAD STEEL) I� UTILITY RACK FRONT VIEW 4" O.D. SCH. 40 GALV. PIPE (TYPE NEW NEMA BOX FOR TELCOI (36"xl (WITH ' 3/4" PLYWOOD BACKBOARD HINGED DOOR WIH HANDLE)., t 1-5/8" GALV. UNISTRUT (TYP. 12 PLASTIC END CAPS ON ALL UNISTRUT (TYP) 2) 36"x8") INSIDE, I! 15"0 CONC. ENCASEMENT AT EACH POST (3000 PSI) 2" PVC CONDUIT W/PULLSTRINGS TO TELCO DEMARC c t TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk COMPOUND SURFACE °oo°000°�o°o°a*,300, �o DESIqN SERVICES og°°°g°°ggo°gg°°gg°ggg°ggg°gg� 4" MIN. o ,^—^�i 4�-nO°ram°.�. p�^o.°o o, oon^o ' I I-III=1 INCO I I I =1 I I ;IIIIIII � IIIII� COMPACTED FILL �Illl�ll �II11�, 24" 1252 So. John Young Parkway III-. MIN. Kissimmee, FL 34741 I I=1 1I- II-II � III -II UNDERGROUND -III I=1►1= TEL: (407) 932-4323 UTI LITY I1= III-l► � �o'�,''.� i 1-1 IF FAX: (407} 932-3555 CONDUIT TO BE lil= ° ° 0 ° °° IIII111T CENTERED °° °° 12" 11=1 I° o °° o ° o° ° r o I=III= WITHIN TRENCH ,-III o0 000�0�0 0000o IIII_IIIII: MIN. {TYP.)°°°°°° 1° °°°°°°°°=III=1' --� =: 11=I 11=1 1=1 11 11 =1 11=111=1= I --I 11=1 I I -I I-1-11 GRAVEL FILL 3 UTILITY TRENCH SINGLE CONDUIT E3 NO SCALE COMPOUND SURFACE oog° ° 000°goo°go°0000 °oao o° 00 0000oo o°000°o°opO00°°oo°°g°°°gpO°go°°go°go° 4" MIN. 9 ^o ^° . el P°.-'boo qoo boo 0 o° no. III -III II , II=III= -I I 1=1 I I III- �=III-III � III=1' 'I1=1II III - COMPACTED FILL-11111III1 I_TII�II 24�� MIN. IIIIIIIII IIIIIIIIII: UNDERGROUND i-l_TI III —I UTILITY -I I 11=III: CONDUIT TO BE 111=11 aa000r" ° °oa��oo II-11 3 CENTERED �Illlfl o� 000 II=1 MIN. WITHIN TRENCH -III o°�oo�o��o . 00000�°0-111= IIIIIIIII o o��ooa000Go J opao IIIIII1 18" 24„ (TYP.) �IIIIIII� °° °°° ° o00o IIII MIN. MIN. °o O O o ° °° °°°°°°°o ° 000°°° °°naoGRAVEL FILL ooo�= oo 00 0°' °I III-III=II -III-III. �. UTILITY TRENCH MULTIPLE CONDUIT E NO SCALE REVISIONS 3 06/15/05 wader meter; ffravW 2 03/30105 FalLZo"& ra jak 1 03121105 per C' 0 12/22/04 for wnAm< b* 12/13/04 &e#it rep few 4.AV8 lzmm DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE SHEET NUMBER 7 OF 9 TB1 08 - E3 20' MAX. 10' MIN. —— Poo, I SITE GROUND RING #2 AWG BARE SOLID TINNED COPPER. FBOND TOWERD SOLID#2 AWG BARE TINNED COPPER ENCASED IN 3/41, PVC= TOWER GROUND RING #2 AWG BARE SOLID TINNED COPPER. INSPECTION WELL (TYP. 2) (SEE DETAIL 3/E3) 1 BOND UTILITY RACK POSTS TO SITE GROUND RING a 0r-ri°Un°OUC NOTE: ) ° C° Q'o° U JG jn�0 LINEAR DISTANCE BETWEEN -III III= GROUND RODS SHALL BE NOT I III I LESS THAN 10 FT. NOR GREATER THAN 20 FT. I I III= MATCH DEPTH OF -1 I .TOWER GND. RING (MIN. 24" BELOW I I= FIN. GRADE) III I SITE GROUND RING I III= (#2 AWG BARE SOLID TINNED COPPER) 1 CADWELD CONNECTION — SITE GROUNDING 1.) ALL GROUNDING SHALL CONFORM TO TBCOM SPECIFICATIONS. 2.) CONTRACTOR SHALL APPLY AND INSTALL ALL NECESSARY MATERIALS. HOWEVER, IF MORE SUBSTANTIAL GROUNDING SYSTEM IS REQUIRED TO OBTAIN 5 OHMS OR LESS, UPON RECEIPT OF A WRITTEN CHANGE ORDER FROM TBCOM, k' THEN CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INSTALLING SUCH MATERIALS. 3.) UNLESS OTHERWISE SPECIFIED, GROUNDING SHALL ENCOMPASS 'THE FOLLOWING: A) SITE GROUNDING B) TOWER FOUNDATION GROUNDING C) TOWER STEEL GROUNDING 4.) MATERIALS USED SHALL INCLUDE THE FOLLOWING: A) #2 AWG BARE SOLID TINNED COPPER WIRE FOR ALL UNDERGROUND WIRING B) 5/8" COPPER —CLAD, 10'-0" LONG GROUND RODS p' C) CADWELDS SHALL BE USED ON ALL GROUND SYSTEM COIk1INECTIONS 5.) RED LINE DRAWING OF TELCO, ELECTRICAL CONDUITS, AND GROUNDING LOCATIONS SHALL BE PROVIDED BY CONTRACTOR ! 6.) PROVIDE MATERIALS AND INSTALL AN INSPECTION WELL THAT SHALL BE LOCATED IN AN ACCESSIBLE BUT INCONSPICUOUS LOCATION. THE INSPECTION WELL SHALL BE BURIED AT LEAST 3'-0" IN THE GROUND. E 24" MIN. FROM ALL CONC. 5/8" x 10' =1 I I 1 I= COPPER CLAD GROUND ROD I, I III I I #2 AWG SOLID TINNED COPPER TEST LEAD 8" PVC PIPE I„x4"SLOT IN PVC PIPE TOWER GROUND RING— CADWELD CONNECTION 8" IRRIGATION COVER JGrU. O°U0G� GryG —' GGG GGGQOGco),GUGJJQ 1" MAX. GQ°GUU °OG4"GRAVELppJ° °°°°UG�O° Q °UQ i G °UU III ,III III ( I ' III III I I I — TOWER GND. RING I III III I I (MIN. 24" BELOW —I M-M II FIN. GRADE) 3. -III I I II III 2" CLEARANCE _ I J J Gr,° °Or I ' °U° QUUOQ ° —III r°) o°U°° ° III- 6"GRAVEL jjj�j °U°° ° ° 00, J I I G I ►" TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 BENChMARk DESGICIN SERVICE INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 REVISIONS 3 06115105 water meter; qraveb 2 103130105 FaWZonw radjuk 1 103121105 er C' camm Atk 0 12/22/04 112/13/04 far cowgru4Drwiv A cUmt rev%ew JWB 111'?MM DRAWN BY CHECKED SEAL PROJECT LOCATION OCOEE TB108 491 (Nest Silver Star Road Ocoee Orange County Florida SHEET TITLE COMPOUND GROUNDING PLAN DETAILS SHEET NUMBER 8 OF 9 TB 108 - E4 1 ®9=399 203-021L x 11'-631W x 10'-3"H PREFABRICATED EQUIPMENT SHELTER HVAC UNIT TELCO CONDUIT ENTRY POINT 20 o 0 ® o � o 0 00 O O O O O O O O O 19'-01 x 8'-0"W x 8"H EQUIPMENT PAD TYPICAL _-FAB SHELTER NO SCALE POWER CABINET 19' 2U' —0"L x 1 I —6"' W x 10-3"H PF�EFABRICATED EQUIPMENT SHELTER /�--- LIGHT / DOOR G POWER CONDUIT ENTRY POINT EMERGENCY GENERATOR 'EMERGENCY GENERATOR PLI RECEPTACLE i it { GROUNDING ENTRANCE @45' ON 4 CORNERS GROUNDING WIRE TO GROUNDINW 11.11.E NOTE: SHELTER DRAWINGS ARE FOR REFERENCE ONLY. FOR SHELTER' DESIGN SPECIFICATIONS, REFER; TO MANUFACTURER'S DRAWINGS 79 TBCOM Properties, LLC 1133 Louisiana Avenue Suite 114 Winter Park, FL 32789 TEL: (407) 622-1077 FAX: (407) 622-2181 VEGUIDE ENTRY RT BENChMARk rERIOR GROUND DESOICiN SERVICES INC. 1252 So. John Young Parkway Kissimmee, FL 34741 TEL: (407) 932-4323 FAX: (407) 932-3555 r, NOTE: ALL APPARATUS ABOVE FINISHED GRADE SHALL HAVE A LIGHT GRAY OR LIGHT GREEN FINISH p, REVISIONS 3 06/15/05 water meter; qraveT 2 03/30105 FalllZo"&radjak 1 03121105_per C' 0 12/22/04 fear cdngrad-tow A 12/13/04 d6mtrev%ew JWB DRAWN BY CHECKED PROJECT LOCATION OCOEE TB108 491 West Silver Star Road Ocoee Orange County Florida SHEET TITLE TYPICAL CARRIER EQUIPMENT ELEVATIONS SHEET NUMBER 9 OF 9 TB108 - Al I r fV c gFin - F 9 a[ G 111", � 4 " Wile J i- r �t t t f EyL d^ 1 low -rr y ur'�u� S" 1 AMR- 4 E ' G - t:,5r Kif ' 4�y ji u t � i x r2_ >r � 41110UNDARY &TOPOGRAPHICAL SURVE TBCOM Properties, LLC 113 3 Louisiana Avenue Suite 114 Winter Park, FL 32789 GENERAL NOTES: 1.) BEARINGS SHOWN HEREON ARE ASSUMED BASED ON THE SOUTH LINE OF THE NW 114 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 90000'00" EAST. 2.) THIS IS A BOUNDARY SURVEY OF THE TBCOM LEASE PARCEL ONLY, MADE ON THE GROUND UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND °SURVEYOR AND MAPPER AND EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR HORIZONTAL AND VERTICAL ACCURACY FOR THIS PROPERTY'S EXPECTED USE. 3.) ELEVATIONS SHOWN HEREON ARE REFERRED TO THE NATIONAL GEODETIC SURVEY (NGS) NAVD 88 DATUM. ELEVATIONS WERE ESTABLISHED BY AN NGS MONUMENT DESIGNATED "FLGPS 41 "; ELEVATION = 129.80 ". ON SITE ELEVATIONS ARE AS FOLLOWS: BM#1 - NAIL & DISK IN ASPHALT PATCH 69' EAST AND 23' NORTH OF THE SOUTHEAST CORNER OF TBCOM LEASE PARCEL, ELEVATION = 118.96. BM12- NAIL & DISK IN ASPHALT PATCH 5' WEST AND 35' NORTH OF THE SOUTHEAST CORNER OF TBCOM LEASE PARCEL, ELEVATION = 119.12'. 4.) THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY SURVEY OF THE TBCOM LEASE PARCEL ONLY AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL, OR LOCAL AGENCY, BOARD, COMMISSION, OR OTHER SIMILAR ENTITY. - 5.) THE TBCOM LEASE PARCEL SHOWN HEREON APPEARS TO FALL WITHIN FLOOD ZONE "X" (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) A5 SCALED FROM FEMA FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 120185 0210 E, EFFECTIVE DATE DECEMBER 6, 2000. 6.) UNDERGROUND UTILITIES WERE NOT LOCATED AS A PART OF THIS SURVEY. LOCATION OF UNDERGROUND UTILITIES SHOULD BE VERIFIED BEFORE ANY CONSTRUCTION IS PERFORMED. 7.) 1 HEREBY CERTIFY TO TBCOM LLC.; THE FOLLOWING: - THE BOUNDARY LINES AND DIMENSIONS OF THE PROPOSED LEASE AREA, ACCESS AND UTILITY EASEMENTS, INDICATED HEREON AND EACH INDIVIDUAL PAR DEL THEREOF INDICATED HEREON ARE CORRECT. - THE DISTANCE FROM THE NEAREST INTERSECTING STREET, ROAD AND OTHER POINT OF REFERENCE IS AS SHOWN HEREON. - CORRECTLY SHOWS THE LOCATION AND DIMENSION OF ALL ALLEYS, STREETS, ROAD RIGHTS -OF -WAY, EASEMENTS AND OTHER MATTERS OF RECORD WHICH; THE SURVEYOR HAS BEEN ADVISED AFFECTS THE SUBJECT PROPERTY (EACH HAS BEEN IDENTIFIED BY INSTRUMENT VOLUME AND PAGE NUMBER IF AVAILABLE). - EXCEPT AS SHOWN, THERE ARE NO VISIBLE EASEMENTS, RIGHTS -OF -WAY, PARTY WALLS OR CONFLICTS; FURTHER THIS SURVEY IS SUBJECT TO ANY EASEMENTS OR RIGHTS -OF -WAY NOT VISIBLE ON THE GROUND. - THE LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS OR VISIBLE ITEMS, AS APPLICABLE, IS AS INDICATED HEREON. - EXCEPT AS SHOWN, THERE ARE NO VISIBLE PROTRUSIONS ONTO ADJOINING PREMISES, STREETS OR ALLEY BY ANY BUILDING, STRUCTURE OR OTHER IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY. - EXCEPT AS SHOWN, THERE ARE NO VISIBLE ENCROACHMENTS ONTO THE SUBJECT PROPERTY BY ANY BUILDING, STRUCTURE OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES. - CORRECTLY INDICATES THE FLOOD ZONE DESIGNATION OF THE SUBJECT PROPERTY AND EXPLANATION THEREOF AS DEFINED IN THE NATIONAL FLOOD INSURANCE PROGRAM BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 8.) BASED UPON OUR FIELD WORK THE SUBJECT PARCEL HAS ACCESS TO WEST SILVER STAR ROAD (A PUBLIC RIGHT-OF-WAY) BY MEANS OF AN INGRESS/EGRESS EASEMENT. NO EASEMENTS OR OTHER RIGHTS OF THIRD PARTIES HAVE BEEN DISCLOSED TO THIS SURVEYOR WHICH WOULD PRECLUDE ACCESS FROM THE TBCOM LEASE PARCEL TO THAT PUBLIC RIGHT-OF-WAY. 9.) THIS SURVEY WAS CONDUCTED WITH REFERENCE TO TITLE COMMITMENT NUMBER FA-C-101049, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY; WITH AN EFFECTIVE DATE OF JUNE 28, 2004 AT 8:00 A.M. ALL EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, AGREEMENTS,- RESERVATIONS, RESTRICTIONS, OR OTHER SIMILAR MATTERS OF PUBLIC RECORD INCLUDED WITHIN THAT TITLE COMMITMENT, AS PERTINENT TO THE TBCOM LEASE PARCEL ARE DEPICTED ON THIS SURVEY. 10.) THE SURVEYOR HAS REVIEWED THE COMMITMENT FOR TITLE INSURANCE NUMBER FA-C-101049, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF JUNE 28, 2004 AT 8:00 A.M. ALL PLOTTABLE MATTERS OF RECORD TITLE IDENTIFIED IN THAT COMMITMENT THAT ARE PERTINENT TO THE TBCOM LEASE PARCEL, AND ITS ACCESS AND UTILITY EASEMENTS, IF APPLICABLE, HAVE BEEN SHOWN OR NOTED ON THIS SURVEY. SCHEDULE B-11 (EXCEPTIONS): 1. NOT APPLICABLE TO THIS SURVEY 2. NOT APPLICABLE TO THIS SURVEY 3. AS SHOWN ON SURVEY 4. AS SHOWN ON SURVEY 5. NOT APPLICABLE TO THIS SURVEY 6. NOT APPLICABLE TO THIS SURVEY 7. NOT APPLICABLE TO THIS SURVEY 8. NOT APPLICABLE TO THIS SURVEY 9. EASEMENT OVER THE SOUTH 40 FEET AS RECORDED IN O.R. BOOK 2325, PAGE 172 HAS BEEN RELEASED AND TERMINATED PER I 0. R. BOOK 07611, PAGE 3292. THEREFORE 1T IS NOT SHOWN ON THIS SURVEY. 10. NOT APPLICABLE TO THIS SURVEY 11 NOT APPLICABLE TO THIS SURVEY L A/C AIR CONDITIONER BM BENCHMARK �Q- LIGHT POLE BOC BACK OF CURB (C) CALCULATED CIL CENTER LINE a TELCO PEDESTAL CM CONCRETE MONUMENT CONC CONCRETE FIRE HYDRANT ASSEMBLY (D) DEED DIMENSION yY0 EOP EDGE OF PAVEMENT (F) FIELD MEASUREMENT ® BUILDING AREA FCM FOUND CONCRETE MONUMENT FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FX F PAD MOUNT TRANSFORMER FN&D FOUND NAIL & DISK FIP FOUND IRON PIPE FIR FOUND IRON ROD O NAIL & DISK IR IRON ROD I.D. IDENTIFICATION IRON ROD/REBAR (L) LEGAL N&D NAIL AND DISK NGS NATIONAL GEODETIC SURVEY BENCHMARK 0. R. OFFICIAL RECORD (P) PLAT DIMENSION X 00.00 SPOT ELEVATION P.B. PLAT BOOK PG. PAGE WV PLS PROFESSIONAL LAND SURVEYOR WATER VALVE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT xfEh POT POINT OF TERMINATION q0 DRAIN P.S.M. PROFESSIONAL SURVEYOR AND MAPPER R.R) RADIAL LINE OAK TREE (SIZE AS NOTED) O.W. RIGHT-OF-WAY RLS REGISTERED LAND SURVEYOR SIRC SET 518" CAPPED IRON ROD JAPANESE BEAN TREE (SIZE AS NOTED) SN&D SET NAIL do DISK CONCRETE MONUMENT VICINITY MAP NOT TO SCALE 0 �O wO c SITE �RNP X� a r, WEST SILVER to pROpR 5-�P�i w STAR ROAD FRANKLIN STREET (SR-438) OCOEE (ORANGE COUNTY) II NOTE: THIS SURVEY NOT COMPLETE WITHOUT SHEETS 1&2. state of Florida Reg. No. 5810 CERTIFIED TO: CAD FILE: / REVISION: TB-1 080c®ee(I 2-22-04).dWg REVISIONS: 1 112/22/04 I ad&F10OT &nfb- 10/6/04' 04/08 V FIELD DATE FIELD :a• -j JW13 JW13 IRMM SURVEYED BY DRAWN BY CHECKED BY 18 22 Sa 28 E. SECTION TOWNSHIP RANGE SHEET TITLE TITLE SHEET SHEET NUMBER OF __= I LEGAL DESCRIPTIONS I N I ! PARENT TRACT (OR B&P 5330f1384) AND TBCOM PROPERTIES, LLC � LEASE PARCEL I TBCOM PROPERTIES, LLC LEASE PARCEL: I (100'x 100') I BEGIN 499.01 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST 114 I OF THE NORTHWEST 114 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 ' EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 100 FEET, THENCE EAST 100 I FEET, THENCE SOUTH 100 FEET, THENCE WEST TO POINT OF BEGINNING. ( 118.53 PROPOSED LOCATION I I FOR CENTER OF TOWER---, t 32 I 20' WIDE NON-EXCLUSIVE INGRESS -EGRESS & UTILITIES EASEMENT: i COMMENCE AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED TBCOM I LEASE PARCEL; THENCE RUN SOUTH 00°00'00" EAST, ALONG THE EAST LINE OF THE TBCOM LEASE PARCEL 80.00 FEET TO A POINT 20.00 FEET NORTH OF THE ' NORTH RIGHT-OF-WAY OF WEST SILVER STAR ROAD, AND THE POINT OF ' BEGINNING; THENCE RUN NORTH 90.00'00" EAST, PARALLEL WITH SAID NORTH ! RIGHT-OF-WAY, 200.00 FEET; THENCE RUN SOUTH 00.00'00" EAST, 20..00 FEET TO A POINT ON SAID NORTH RIGHT-OF-WAY; THENCE RUN NORTH 90.00 00 ! WEST ALONG SAID RIGHT-OF-WAY, 200.00 FEET TO THE SOUTHEAST CORNER I OF THE AFORESAID TBCOM LEASE PARCEL; THENCE DEPARTING SAID ' RIGHT-OF-WAY RUN NORTH 00.00'00" EAST, 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 4,0001 SQUARE FEET. I NOTE: Lob O $IS w I-0 ' -owd RaL •�THE LOCATION OF THE PROPOSED TOWER IS pmvbw "'"°k°); I LATITUDE 28.3425.0" NORTH LONGITUDE 81.33'10.9" WEST �t�• ! (NORTH AMERICAN DATUM 83) ! HORIZONTAL VALUES WERE = TAKEN FROM A 2-C CERTIFICATION ' N�? p•Oi BY GRUSENMEYER-SCOTT & ASSOCIATES, INC. (DATED 08-13-04) �. O I � o� �•Oo° I EXISTING ! MOBILE HOME EXISTING I L��O�IC�'GG3 G�LaG�3C� MOBILE HOME ' ?MY 0 ooff 79 mw vm � ! I MARY COSTANTI NO PROPOSED LOCATION I PARCEL 1. D. NO. hFOR CENTER OF TOWER 18-22-28-0000-00-045 ( G ! � I EAST 11 8.85 X 11 &39 X 117.61 117.99 1 1$, 6' CHAIN LINK FENCE (TYP) " x x x x x x x x x N 90°00'00" E 100.00 F x x I X X 118.57 X118.58 X118.50 118.80 � x �., CL x11 .30 4. d.�(�' 19.01 O " � X Q• G�-° 119.33 jr,9, p 118.49 x G e- X X k W 4 ASPHALT PARKING Q 't Lr) ° \ ss TREES ARE NOT i 2 °' 118.84 � GREATER THAN 50,E L,, I GQ s 118.86 x ^ K FEET IN HEIGHT99 X a X , - EOP 'ti.L O x 20" X 119.1ox O 119.25 119.56 Z X x to �oGQ� 118.79 118.95 119.43 119.72 I �/ X GO X X119.14 X119.38 ®®®®®®®® 7 79 , I 'TREE IS NOT, X 118.91 3REATER THAN 0 FEET IN I 119.50 X 118.97 '` = X 118.76 118.08 any EI GH " 119.33 36 --- _ 63 ---#------TOE----------�c------ DITCH 116.03 17.19 11 116.37 ---- ----------------- ff.62 f 1 1$ 118' 117 \ rF6 118.49 I I TOPOGRAPHICAL oSURVEY N' I GRAPHIC SCALE (FEE-) W ( 20 10 0 , 20 40 ERNEST COSTANTINO JR. PARCEL I.D. NO. 18-22-28-0000-00-024 20' WIDE NON-EXCLUSIVE INGRESS -EGRESS & UTILITIES EASEMENT FOUND RAILROAD SPIKE CENTER OF SECTION 18-22-28 - - _ - ® �� DITCH ---------------- ---- - _ �' W.SLEVERSTARROADEXT. 9 00.00 (P) N90 00 00 E 399.01 (E) - - SW CORNER FOUND 4x4 SOUTH LINE OF THE NW - \ ► �'""- yy 1 4 CONCRETE 1 /4 SECTION 18-22-28 SE 114, N / - SECTION 18-22-28 MONUMENT NO ID FIP 3/4" ( WEST #3764 100 LINE TABLE . o�h o.20' SOUTHSE r I I w �yNER OF� LINE LENGTH BEARING �� O O� 0.1 1 WEST I TBCOMRLE SE PARCEL -" - - - " i ( � .. � ;� L 1 80.00 S00 00 00 E O ( L2 200.00 N90000'00 "E L3 20.00 S00000'00 "E O iF4 L4 200.00 N90 00 00 W BOUNDARY °� �. �� f i �F ¢� , i I d, I L5 20.00 NO®°00'00"E SURVEY GRAPHIC SCALE FEET 40' 20' 0' 40' 80' Q �� -`.----------- �I f i POC 20' WIDE NON-EXCLUSIVE INGRESS -EGRESS & UTILITIES EASEMENT 1_ NE CORNER OF TBCOM LEASE PARCEL SIRC 0 0 x (L) LB 7190 1 ASPHALT ' TBCOM PROPERTIES, LLC � x PARKING � I � LEASE PARCEL IRC _ B 71 (100'x100')(0.23i ACRES) POB EXISTING , ! I - MOBILE HOME 9 ! 20 WIDE NON-EXCLUSIVE 1 .. INGRESS -EGRESS & UTILITIES EASEMENT EOP ! IO� I POB � ® , � BM i I ' TBCOM LEASE PARCEL @- BM2 118.96 U I I �� 119 12 LZ ASPHALT I I I , x a� IRC x Q o EAST 499.01 (L) J ------ x o B 71 q,0- -46.= -- - - - - SURVEY TYPE: TOPOGRAPHICAL SURVEY CERTIFIED TO: CAD FILE: / REVISION: TB-1 080coee(I 2-22-04).dwg REVISIONS: 1 112/22/04 1 addLFt70T 6nfo- FIELD DATE FIELD :O• .. B 18 IRMM SURVEYED BY DRAWN BY CHECKED BY 18 22 S° 28 E. SECTION TOWNSHIP RANGE SITE LOCATION SHEET NUMBER 2 OF 2 ITEM NUMBER IV. B Plantation Grove Phase 3, Lot 2 Final Site Plan Mir S. Scott Vandergrift City Manama Robert Frank STAFF REPORT DATE: August 2, 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: Catherine Armstrong, Planning Manage THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Plantation Grove Phase 3, Lot 2 Large Scale Final Site Plan Project # LS-2005-007 ISSUE: Should the Planning & Zoning Commission recommend approval of the Large Scale Final Site Plan for Plantation Grove Phase 3, Lot 2? BACKGROUND: The Plantation Grove commercial subdivision is located on the northeast corner of Maguire Road and Moore Road, with Phase 3, Lot 2 being located directly south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises a single lot totaling 7.94 acres, is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. This includes the developer paying to the City of Ocoee their share of the cost of improvements to Moore Road in the amount of $135,031. In accordance with Condition of Approval # 12, this payment is required to be received prior to building permits being issued for Phase 3. The site is undeveloped and covered with scattered trees located throughout the site. Two existing retention ponds are located on the subject property parallel to Moore Road and will be relocated to a master stormwater pond on the east side of the property during site construction. To the north of the subject property is the existing Publix supermarket, zoned Commercial PUD and designated as Commercial on the FLUM. To the west is a Hess gas station, zoned Commercial PUD and designated as Commercial on the FLUM. South of the subject property is Moore Road with associated right-of-way. On the south side of Moore Road are properties that are currently vacant, but were the subject of a Small Scale The Planning and Zoning Commission April 1, 2005 Page 2 of 2 Comprehensive Plan Amendment (Ordinance No. 2004-18 approved by the City Commission on August 17, 2004 changing the Future Land Use Map from Low Density Residential to Commercial), a Planned Unit Development (PUD) Land Use Plan (approved by the City Commission on August 17, 2004) and a Preliminary Subdivision (approved by the City Commission on August 17, 2004) entitled as "Westridge." To the east of the subject property is vacant land zoned High Density PUD and designated as High Density Residential on the FLUM. DISCUSSION: The Plantation Grove Phase 3, Lot 2 Large Scale Final Site Plan is proposed to be developed with commercial uses in four (4) phases. Phase 1 is proposed to include a 21,520 square foot General Business building with approximately 13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high -quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which will function as either a restaurant, retail or daycare use. The outparcels will not be sold fee -simple, but will be leased. Access into the subject site will be provided from Moore Road, with a single lane entering the project and two lanes exiting the project (left turn lane and right turn lane). Additionally, there will be an access provided through the subject property to Maguire Road to the west and to the Publix shopping center to the north. Three (3) waivers from the Land Development Code were approved by the City Commission when the Large Scale Preliminary Site Plan was approved on May 3, 2005 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on August 2, 2005 and reviewed the Large Scale Final Site Plan. Staff discussed with the applicant the outstanding comments from Foley and Lardner, the Engineering Department and the Planning Division, which were identified in written form to the committee and the applicant. The applicant agreed to make all of the recommended changes requested by staff. The DRC voted 6-1 to recommend approval of the Large Scale Final Site Plan, subject to the developer making changes on the plans based on written comments (see attached) raised at DRC prior to the City Commission meeting scheduled for September 6, 2005. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove Phase 3, Lot 2, as date stamped received by the City on August 3, 2005, subject to the developer making changes to the plans based on staff comments raised at DRC prior to the City Commission meeting. Attachments: Location Map FLU Map Zoning Map Outstanding Comments from Engineering and Planning Large Scale Final Site Plan date -stamped August 3, 2005. Plantation Grove Lot 2 Phase 3 Location Map r • r w w • • 9 1 M PR t ! M w r # a: • y M t ♦ Ysoe � !I®f � t ilpr t d A I• Mayor S. Scott Vandergrift City Manager Robert Frank Plantation Grove Tract F Large Scale Site Plan — 2nd Staff Review Engineering Department Comments July 29, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 The following are the results of your second submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact ourfoffice. 1. Please note that the City of Ocoee does not use 2.5" meters. It appears that a 2.5" meter is being proposed for reuse water. Please revise your plans showing either 2" or 3" meter. 2. Please provide volume and capacity for each of the grease traps. Please show the pipe sizes connected to the grease traps. Please note that no less than 6" pipes should be used. 3. Please explain why the 200 feet of water main will be removed, as shown on the Demolition Plan Sheet 3? 4. Since section E-6 is showing that the normal high water elevation is at 125 ft-NGVD, and the proposed control elevation of Pond 1 is at 127.0 ft-NGVD, you may need a control structure at Pond 1 to control the flow of Ponds 1, 2 and 3. Please address. 5. Please show on Utility Sheets 8 and 9 the existing 8" water main. 6. The 8" water main located on the north side of the project's property line does not exist. Please remove it. 7. Please demonstrate that there will be 2 feet separation between water taps. 8. The 4" water main shown on Sheet 9 for the meter banks should be DIP instead of PVC. Please revise your plans. 9. The 6" fire line shown on Sheet 12 should be DR-14, not DR-18. Please address. 10. On Utility Plan Sheet 12, please change the tap of Amsouth Bank from 8" X 1" into 8" X 2". 11. On Sheet 14, the typical sidewalk detail should be a square section, not a rectangular section. Since the sidewalk is 4 foot wide, the struck joint should be every 4 feet, not every 6 feet. City of Ocoee • 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3100 - Fax: (407) 656-8504 • www.ci.ocoeeAus Plantation Grove Tract F July 29, 2005 Page 2 of 2 12. Please remove from Sheet 17 the Thrust Block Detail and Section A -A detail for the Fire Hydrant Assembly Detail. 13. Please show on Sheet 18, Reduced Pressure Backflow Preventer that the concrete slab is all one continuous section. From the Fire Department: 1. All fire lanes should have curbs painted Safety Red with appropriate signage every 75 feet. 2. Please show 2 new fire hydrants, one on the north side and the other on the south side of Pond 1. From the Public Works Department: No additional comments. Engineering Department Alex Z. Nasser, P.E. Staff Engineer Mai' S. Scott Vanderf;rift City Manage Robert Frank ,.nter of GooH r . MEMORANDUM TO: Carolyn Alexander, Development Review Coordinator FROM: Catherine Armstrong, Planning Manager DATE: July 28, 2005 SUBJECT: Plantation Grove Phase 3, Lot 2 Final Large Scale Site Plan 2"d Staff Review Commissioners :Danny Howell., District 1. Cott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 The following staff comments are in response to the Final Large Scale Site Plan that was submitted date stamped July 22, 2005. 1. Amend the modified COA #35 to read as follows: "Outside seating area for the restaurant lease site will be determined during the individual final small scale site plan review process for Lease Site D." 2. Amend the footprint of AmSouth Bank to provide the following: dimensions for length and width so that it can be verified against the pending Building Plans. 3. Amend Sheet AS1.1 to provide an elevation detail for both fences (chain link and decorative metal) indicating the dimensions (height), material, and color. 4. Amend COA #39 to add the word 'barrel' for the type of roof tile. 5. Amend Sheet L1 to add more understory trees and shrubs between the bank site and the 24' access easement. The landscape plan currently only shows two laurel oaks. 6. The way the layers are shown on all of the Landscape Sheets, it is difficult to see any of the landscape material labels for plants/trees (type and amounts). Please revise the layers so they don't hide this information. 7. The landscaping shown along the perimeter of the restaurant and restaurant/retail/daycare buildings are conceptual in nature. When the small scale site plan is submitted for these two buildings, staff will also evaluate the landscaping around the building perimeter. Please note that when staff receives the small scale site plans, additional landscaping will be required along the eastern side of the restaurant/retail/daycare. 8. Climbing jasmine vines need to be added along the fence at the water retention area on the east side of the property. Please revise the plan to move the jasmine from the 6' screen wall and add along the entire length of the fence(s) at the retention area. 9. The plans need to be amended to clearly indicate that 6" raised curbing will be provided throughout the project. som 1111!!'1111 ON, LEGAL DESCRI • TION LOT 2, PLANTATION GROVE SHOPPING CENTER PLAT BOOK 43, PAGE 10 PUBLIC RECORDS, ORANGE COUNTY, FLORIDA. PR0FE3300H&fi_AUL TE&A-AUN CIVIL ENGINEERS/PLANNERS: LANDSCAPE ARCHITE(% AVID ENGINEERING, INC. AVID ENGINEERING, INC. 4901 VINELAND ROAD, SUITE 190 2300 CURLEW ROAD ORLANDO, FLORIDA 32811 PALM HARBOR, FLORIDA 34683 (407) 248-0505 (727) 789-9500 GEOTECHNICAL ENGINEERS: PROJECT ARCHITECT: ECS, LTD SCOTT ARCHITECTS 2815 DIRECTORS ROW, SUITE 500 423 SOUTH KELLER ROAD, SUITE 200 ORLANDO, FLORIDA 32809 ORLANDO, FL, 32810 (407) 859-8378 SURVEYORS: TRAFFIC ENGINEERS: ALD II AVID ENGINEERING, INC. 5850 LAKEHURST DRIVE, SUITE 150-33 4901 VINELAND ROAD, SUITE 19 ) ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32811 (407) 352-7181 (407) 248-0505 UTILITYffNOMPANIES GAS POWER LAKE APOPKA NATURAL GAS DISTRICT PROGRESS ENERGY 1320 SOUTH VINELAND ROAD 452 EAST CROWN POINT ROAD WINTER GARDEN, FLORIDA 34777 WINTER GARDEN, FLORIDA 34787 (407) 656-2734 (407) 905-3303 TELEPHONE WATER/SEWER SPRINT UNITED CITY OF OCOEE P.O. BOX 770339 150 NORTH LAKESHORE DRIVE WINTER GARDEN, FLORIDA 34777 OCOEE, FLORIDA. 34761 (407) 814-5386 (407) 905-3100 CABLE STORMWATER BRIGHT HOUSE NETWORKS CITY OF OCOEE 844 MAGUIRE ROAD 150 N LAKESHORE DRIVE OCOEE, FL 34761 OCOEE, FLORIDA 34761 (407) 532-8508 (407) 905-3100 CONTRACTOR TO CALL SUNSHINE ONE AT 1-800-432-4770 TO VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. kPACEL IDn" 32mm22�28�7137m=00m020 MA Y 2005 REVISED JUL Y 2005 Prep are d For: U N 0 R P NATIONAL DEVELOPMENTS, INC. 7505 West Sand Lake Road Orlando, Florida 32819 Tel: (407) 999-9985 Fax: (407) 999-9961 www.unicorpdevelopment.com Prep are d By: Our O p , Civil Engineers Planners .;r. ineersEnvironmental Engineers Landscape - - • rs 90- • • Road, Suite 190 Orlando, Floridoi 32811 Phone: • • i • • •(407) 248-0334 THE DESIGN AND IDEAS INCORPORATED HEREIN,, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING, INC., @ (407) 248- 0505 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHO..UT WRITTEN PERMISSION FROM AMD ENGINEERING. I'NC. (D COP)'F21GH7 200E AUGUST 2, 2005 Daniel Armstrong P.E. 62569 NOT VALID UNLESS SIGNED & EMBOSSED 5Y ;1 REGISTERED ENGINEER- . AVID ENGINEERING CERTIFICATE OF AUTHORIZATION No. 9 IN0AM_IINDEXI 1. COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITION PLAN 4. 5. SITE GEOMETRY PLAN - SOUTH 6. SITE GEOMETRY PLAN - NORTH PAVING, GRADING AND DRAINAGE PLAN -SOUTH 7. 8. PAVING, GRADING AND DRAINAGE PLAN -NORTH 9. UTILITY PLAN - SOUTH 10. UTILITY PLAN - NORTH SITE GEOMETRY PLAN - AMSOUTH 11. 12. PAVING, GRADING AND DRAINAGE PLAN-AMSOUTH UTILITY PLAN - AMSOUTH 13. CONDITIONS OF APPROVAL 14. PAVING AND DRAINAGE DETAILS 15. PAVING AND DRAINAGE DETAILS 16. PAVING AND DRAINAGE DETAILS 17. WATER AND SEWER DETAILS 18. WATER AND SEWER DETAILS 19. L1. NPDES POLL UTION PREVENTION PLAN LANDSCAPE PLAN L2. LANDSCAPE DETAILS L3. LANDSCAPE NOTES L4-L7 LANDSCAPE PLAN 11. IRRIGATION PLAN 12. IRRIGATION DETAILS A1: 2. ARCHITECTURAL ELEVATIONS &LIGHTING CUT SHEETS A1.1 2. ARCHITECTURAL ELEVATIONS OF WALL PHOTOMETRIC SITE DATA PROJECT INTENT: TO CONSTRUCT A 3,820 SQUARE FOOT BANK, 21,520 SQUARE FOOT REATAIL, 8,000 SQUARE FOOT RESTAURANT/RETAIL OR DAY CARE BUILDING AND 6,000 SQUARE FOOT RESTAURANT ALONG WITH APPLICABLE PARKING AND DRAINAGE INFASTRUCTURE. PROPERTY OWNER: PROPERTY DEVELOPER: APPLICANT: MAGI oRE GROVES L.L.C. UNICORP NATIONAL DEVELOPMENT, INC. AVID ENGINEERING, INC. 750., WEST SAND LAKE ROAD 7505 W. SAND LAKE ROAD 4901 VINELAND ROAD, 190 ORL:`INDO, FLORIDA 32819 ORLANDO, FLORIDA 32819 ORLANDO, FLORIDA 32811 PHONE (407) 999-9985 PHONE (407) 248-0505 E�FISTING PROPERTY AREA: ,/ACANT 7.94 ACRES (345,866 SF) PROPERTY ZONING: CURRENT ZONING: PUD LAND USE DESIGNATION: PHASING (PROPOSED): COMMERCIAL *PHASE 1 - GENERAL BUSINESS RETAIL PHASE 2 - BANK MAXIMUM BUILDING HEIGHT: PHASE 3 - RESTAURANT 45 FEET PHASE 4 - RESTAURANT OR RETAIL OR DAY CARE 8,ETBACKS AND BUFFERS: *PHASE TO INCLUDED ALL APPICABLE PARKING LANDSCAPE BUILDING AND INFRASTRUCTURE FOR ENTIRE DEVELOPMENT FRONT (MOORE ROAD) 15' 35' INTERNAL 10' 15' REAR (RESIDENTIAL SIDE) 10' 50' MIN. PERVIOUS AREA REQUIRED: 307. MAX. IMPERVIOUS AREA PERMITTED: 70% LOT COVERAGE CALCULATIONS: (EXISTING) TOTAL IMPERVIOUS AREA 16,332 SQ. FT. 0.37 AC. 5% TOTAL PERVIOUS AREA 329,534 SQ. FT. 7.57 AC. 95% TOTAL 311E AREA 345,866 SQ. FT. 7.94 AC. 100% LOT COVERAGE CALCULATIONS: (PROPOSED) PARKING & SIDEWALK AREA 190,960 SQ. FT. 4.384 AC. 55.21% LEASE SITE A -BANK 3,820 SQ. FT. 0.088 AC. 1.11% LEASE SITE B-RETAIL 21,520 SQ. FT. 0.494 AC. 6.22% LEASE SITE C-RESTAURANT/RETAIL OR DAY CARE 8,000 SQ. FT. 0.184 AC. 2.32% LEASE SITE D-RESTAURANT 6,000 SQ. FT. 0.138 AC. 1.73% TOTAL IMPERVIOUS AREA 230,300 SQ. FT. 5.28 AC. 66.59% TOTAL PERVIOUS AREA 115,566 SQ. FT. 2.65 AC. 33.41% TOTAL SITE AREA 345,866 SQ. FT. 7.94 AC. 100% PARKING CODE REQUIREMENT: BANK: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA GENERAL BUSINESS: 1 SPACE PER 200 S.F. OF GROSS FLOOR AREA RESTAURANT. 1 SPACE FOR EACH 4 FIXED SEATS + 1 SPACE PER 75 S.F. OF PATRON USE, NON SEATED AREAS LEASE SITE A BANK GROSS FLOOR AREA = 3,820 S.F. (3,820 S. F. / 200) = 19 SPACES REQUIRED HANDICAP SPACE: = 1 SPACES REQUIRED LEASE SITE B GENERAL BUSINESS GROSS FLOOR AREA = 21,522 S.F. (21,522 S. F. / 200) = 108 SPACES REQUIRED HANDICAP SPACE: = 5 SPACES REQUIRED LEASE SITE C RESTAURANT GROSS FLOOR AREA = 8.000 S.F. (1 SP/4 SEATS) (200 SEATS) + (1 SP/75 SF) (817 S.F. PATRON USE, NO SEATS)= 61 SPACES REQUIRED HANDICAP SPACE: = 2 SPACES REQUIRED LEASE SITE D RESTAURANT GROSS FLOOR AREA = 6,000 S.F. (1 SP/4 SEATS) (150 SEATS) + (1 SP/75 SF) (600 S.F. PATRON USE, NO SEATS)= 46 SPACES REQUIRED HANDICAP SPACE: = 2 SPACES REQUIRED REGULAR PARKING STALL SIZE PROVIDED = 9 FT. X 18 FT. - PER CODE HANDICAPPED PARKING STALL SIZE PROVIDED = 12 FT. X 18 FT. - PER CODE PARKING PROVIDED: TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (A) BANK REGULAR SPACES 38 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES 40 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (B) GENERAL BUSINESS REGULAR SPACES 111 STANDARD SPACES HANDICAP SPACES 6 HANDICAP SPACES 117 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (C) RESTAURANT/RETAIL OR DA C EN E 0 a REGULAR SPACES 55 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES 57 TOTAL SPACES TOTAL NUMBER OF SPACES PROVIDED - LEASE SITE (D) RESTAURANT AG , ; 20 REGULAR SPACES 49 STANDARD SPACES HANDICAP SPACES 2 HANDICAP SPACES --- 51 TOTAL SPACES , ? ' `�' ; '- L0 0 I N 0 w Q 0 ic c av M -p r v Z O i m rn Z r �v 03 _ � — O rn -� � n � T � Z n rn � rn .n a TI 0 v (� o m z o ®�p:i 0 S2 C = MO 23 m D C z z Um 5 -71 -<< >�> rr-- ���z -onsrnz � �z�� >mvit(n ozo> ❑��'�` W o z orn�z x z 22rnmpZ a D Zoo C.ao 'n Demo :o 000R. 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'1N30N3INIH3dns 311S 31-11 WOLId ONINIVHI 3A1363H 1lVHS S91111181SNWS311 30NVN31NIVIN aNV NOIIO3dSNl HOd 0310313S l3NNOSH3d '0 L 1HOd3H 30NVN3INIVIN ONV NOIIO3dSNl 31-119N1131dWOO ONV S3IIIAIIOV HIVd3H '30NVNAINIVW 'SNOIIOgdSNI add 3191SNOdS3H 39 IIVHS S33NOIS30 SIH HO 1N30N31NIH3dns 311S 31-111131-1113 '6 311S 9or 31-11 IV 319V11VAV AlIGV3H 901 3AIIOV NV NI 1d3A 391-IVHS dNV HOIOVHINOO 3HI A18 NOIlO3dSNl HOV3 H31dV 3GVW 39 TIVHS IHOd3H NOIIO3dSN13ONVNAINIVW V '8 'HIMOHD AHllV3H ONV sinOHSVM 'SlOdS 3HV9 HOd 43103dSNI 3911VHS ONIOOOS aNV 9NIHO1niN GNV ONISSVH9 I N3NVWH3d ONV AHVHOdIN31 'L '90r 31-11 d0 ONA 3HI 1V HO AlIOVdVO NDIS30 3HI d0 %04 S3HOV3H ll N31-IM C13AOW38 39 TIVHS 11\13W103S dO do cline ONV 1NAMCIDS AO HId3G a3lO3dSNl 38 TIVHS SNISVB IN3WIa3S 3HI "9 �'� ONf10119 3H1 NI A1WLIId 311V S I SOd 30N3d 3HI IVHI 33S Ol ONV S1SOd 30N3d 3H1 OL GAHOV11V 03unOAS SI OI8GVd 3HI Al 33S 01 S>1 V31 ONV I N3W103S d0 H1d3G HOd A111V1(1D31:1 03103dSNl 39 T1VHS 30N3d 111S 'S "30N3d DIS 3H1d01HD13H 3H1081H1-3NO C13HOV3H SVH 11 N3HM 30N3d 1lIS WOHd G3AOW3H AS -1VHS 11\13WI43S do illll9 "b 'IHod3H d0 SHl10H tiZ NIH11M 031VIIINI 39 IIVHS 11 'AHI SS303N SI HIVd3H V dI 'HAGH0 ONNHOM 000D NI O3NIVINIVW 39 IIVHS S3Hl1SV3W my "£ 3AIIV1N3SAHd3H SHOIOVH1NOO VAS 1131V3119 HO S3HON1- '0 dO 1N3A3 WHO1S ANV 9NIMOTIOA 0NV N33M HOV3 3ONO ISV3l IV G3.Lo3dSN1 39 I1VHS S3Hl1SV3W 1061NOO IIV "Z '3WI13NO IV a3al1N3G 3911VHS 311S 31-11 d0 -nVH 3NO NVHI SS3l ' L I :IOH1NOO IN31NI03S dNV NOIS083 NIVINIVW & 03s113911VHS 1VHl S3OIIOVHd 30NVN31NIVIN GNV N01103dSNI 3HI 3HV 3S31-11 S3OIIOVHd 30NVN31NIViN ONV NOIIO3dSNl IOHINOO IN3WI03S ONV NOISOH3 S3H1103OOHd NOIlO3dSNl 3ONVN3INIVW ',LOIHISIG11N3W3OVNVW H31VM H3AIH SNHOr 1NIVS 31-11 NIHIIM SNOIIVOI1ddV 11WH3d _LN3W3DVNVW H31VM 30Vduns HOd M31A3H d0 SISVS,. S,aWMUrs HIM 30NVGH000V NI G3HVd3Hd SVM NVId SIHl '3ONVI1dWOO 3H11SN3 Ol 'Oti-0017 dNV b- 00ti H31dVHO '3000 3AIIVHISINIVIIGV VGIHOId 31-11 aNV 1Vl1NVW S30110VHd 1N3W39VNVW H3IVM WHO1S 33000 AO AlIO A9 03HSI18VIS3 SV 10LIlNOO 1N31N1a3S ONV NOISOH3 GNV 1N31N39VNVIN HAIVM WHO1S HOd S1N3W3HIl103H (GWMHrS) IOIHISlO IN3W39VNVW 831VM H3AIH SNHOr I NIVS 3HI GNV 33000 d0 LUIO 31-11 SIOTU31=1 NVId N0IIN3A31=1d NOun-r1Od 831VM WHOIS 31-11 SN011brin!DAu 1VO01 GNV 31V1S '-1VH3o3d HIIM 3ONVIldWOO d0 NOIIVOIdIl830 i ! '03AOW3H 38 TIVHS S30N3d 11IS 03AVIS 31-11 ONV SdV1Jl 31-11 WOW 03AOW3H 38 TIVHS iN3WIO3S 031V111Wl1OOV 3HI 'G3ZI119VIS SI 311S 31.111N3 3HI H31dV 'GOS 1N3NVWH3d HIIM 43ZI119V1S "q9 TIVHS V3HV IVHI Al1N3NVW113d S38V30 AIIAIlOV NOIlol1HISNOO 3ON0 '30NV9Hl11SIO ISV131-11 d0 SAVC1 tI. NIH11M Ho1l1W dNV SSVHJ AHVHOdIN31 V HIIM 0=19VIS 39 TIVHS SAVG LZ NVHl 3HOW HOd S3SV30 AIIHVHOdIN31 AlIAIIOV NOI1011HISNOO 3H3HM SV3HV '311S AH I d0 SNO11HOd H3H10 ANV d0 DNIOVH9 HO 9NIHV310 O-L HOIHd G31ol1HISN0o 39 TVHS SNISV91N3WIG3S ONV S3ONVH1N3 NO11ol1H1SNOO G3Z1119V1S '3ON3d 111S GAAV1S `S3111ALLOV HOrm d0 30N:gn03S 3HI NI 031VOICINI SV S3unsv3W IOHINOO d0 ONIWII 'S3WIl11V 1V NI1f1VdHV1 V HIIM G=IUAAOO 3811VHS 311S 3HI WOHd 1VIH31VW 9NnnVH smonHl dimna '31IS 31-11 NOW a3NOVHi NoOH HO 1HIa 'af1W SS3OX3 ANV 3AOW3H OI 03033N SV O3NV31O,3811VHS S133H1S G3AVd 3HI 'S1N31NIG3S d0 9NINOV8131011-13A 311S dd0 3ona3H d13H Ol GAGIAOHd 3811VHS S30NVHIN3 NOIlof1HISNO0 03ZI118VIS ONDIOVH 131OIH3A 311S dd0 'SNOIiv-inD3H aNV S3000 -1 aNV 31VIS A8 03mincAu SV HOIOVHINOO IN31N39VNVW 31SVM AHVIINVS 03SN3011 V A9 SIINn A19V1HOd WOHd (131O3T100 39 TIVHS 31SVM AHVIINVS 11V - 31SVM AHVIINVS "03M0110d 3HV S9011OVHd 3S3H11VH19N133S HOd 3181SNOdS3H 38 TIVHS HOlOVH1NOO 3HI 'SNOIIVlf1D3H 1VOO1/GNV 3IV1S A9 (131d103dS H3NNVW 3H1 NI d0 G3SOdSIG 38 TIVHS S-IVI831VW 318VM T1V 'O3H31NnOON3 dl - 31SVM Sf10aHVZVH 'G3MOT10d 31JV sAuna3OOHd 9S3H1 iVHl DN133S HOd 3191SNOdS3H 39 TIVHS SNOIIVH3dO 311S AVG Ol AVG 3Hl HO-4 3191SNOdS3H U3E)VNVW NOi.LonHISNOO 9Hl ONV a311VUi 30Id30 311S NO 3HI NI G31SOd 391IVHS S301J-OVHd 3831-11 9NIIVIS SAOIION 'IVSOdS10 31SVM HOd 3Hf1a3OOHd 103HHOO 31-11 DNIOUV03LI 03Iof1H1SNl 39 TIVHS 13NNOSN3d T1V '3IIS NO G31Hf18 39 TIVHS S-IVIH31VW NOIlonH1SNOO ON 'A131VIHdOHddV d0 G3SOdSla ONV 3IIS 3H1 WOH-I G3AOW3H 39 Ol SI NOIlOnH1SNOO WOHd 03IVH3N39 S111990 NOIlonLIISNOO ONV HSVH111V 'SNoiiv-i 193H 3ISVM O110S 1VOO1 ONV 31VIS Ol 1NVl1SHfld V311V 03TIOHINOO V NI G3NIVINOO GNV GA1OA-nOO AS 11VHS 1VIH31VW 31SVM TIV - S1VILI31VW 3ISVM 1VSOdSIG 31SVM S10HINOO 1:131-1I0 0314103dS 'SNVId NOIlonHISNOO 03AOHddV 31-11- HIIM 3ONVGH000V NI SV9HV NOIIN313G/NO1IN3131=11V lof1HISNOO 01 HOIOVHINOO 3HI-10 A111191SNOdS3H 3,Hi SI 11 'SNISV9 IN31PIG3S 3H1 WOW G3AOW3H 3S TIVHS 1N3W103S a31v-inv4 1o0V ANV 'SS3OOHd NOIlof1H1SNOO 3HI 9Niuna SNISVB IN3WIG3S AHVHOdIN31 31-1I SV a3Znan 3113M 1VH1 SGNOd H31VM WHOIS OI NIVHG T11M 311S 31-113131dWOO SI NOIIO(1HISNOO N31 IM 'S9NI1NVld HO ON1039S IN3NVWH3d 9AVH GNV S3dO1S %Z NVHI SS31 Ol G30VH9 39 TIVHS a3d013A3a ION SVAHV 31-11 'SV3HV G9dO13A3G 31-11 HOd W31SAS NISVG HOIVO aNV H31VM WHOIS 'Bulb V A8 GAGIAOHd 38111M 39VNIVHG H31VM WHOIS 1N31N3DVNVIN 1131VM WHO1S '0NIGVH9 3H1 d0 N01131dVVOO Ol HOIHd 43AOW3H ONV G31OATIOO 39 01111S 3Hl MO11V Ol ONno119 9NI1SIX3 MO139 133d-Z d0 Wl1WINIW V HO NOII03S-SSOHO N91S3G 3HI Ol a31011HISNOO 39 TIIM SNISV81N3WIa3S 3Hi'N0113HOSIa ,HOlOVHINOO 3H I IV '001u3d NoiionHISNOO 3HI 9NIHlla SNISV81N3WIa3S SV 3AH3S T11M (SV3HV NOIIN313H) SV3HV 1N3W3DVNVW H31VM WHO1S 31-11- SNISVB 1N3W103S 'lsna 9A111911d IOHINOO 014311\131131dWl AS 111M kHVSS303N SGOHI3W 1131-110 HO 9NIH3IVM ONV S31V8 AVH 'SH31HHV9 3ON3d I11S OI GAIMI1 ION 1119 '9NIOf11ON1 S3OIIOVHd 31V1HdOHddV 'S3SVHd NOIIonH1SNOO 31-1I DNIHIIa - N0110310Hd NOISOH3 S3OIIOVHd 1VHf11ol1H1S AlIAIIOV NOIlol1H1SNOO 1SV1 831AV SAVG K NVHl H31V1 ON GOS HIIM a3Z1118V1S 39 TIVHS S3SV30 AliN3NVWH3d Al1AIlOV NO11ol1H1SNOO 38DHM 311S 31-11 d0 SNOIIHOd a38H111S1a - NOIlVZ1118V1s 1N3NVWH3d '3SV8 GNV NOIIVZI119V1S ONIA1ddV A9 o3Z1119VIS AIIHVHOdW3139 T11M a3AVd 39 Ol 3HV HOIHM 311S 3HI d0 SV3HV '03sn 38 TIVHS -1108 3HI OINI Inn A11GV3H 99 NVO HOIHM Ho1l1W CI3IVHOIH3l3GNll A-INO 'AVH SSVH9 VIHV9 HO Val1WH391VISVOO 'inNV3d 'V10ONVd dO H0 'MVH1S IVAHM HO 3AH '1VO d0 DNIISISNOO AVH HO MVH1S 38 TIVHS H01f1W Am 'H0111W AHa 39 ATIVWHON TIVHS a3Sl11VIH31VW H0111W 3HI '03S1138 ION TIVHS JAM 3W0038 SVH HOIHM 033S '9NIMOS 3HOd38 A131VIG3WWI 03XIW AHG A1H9llOHOH 139 TIVHS 03Sf1 a33S d0 S3dAl 91VHVd3S 3HI 'VIHV9 V10OVSN3d dO SIHVd 08 GNV VanINH38 d0 S1HVd OZ d0 3Hf11XIW V 38 TIVHS O33S SSV89 *"AIlOV NOIlonLI1SNO01SV1 3HI WOHd SAVO K NVHl H3IVl ON Ho1l1W GNV SSVUD AHVHOdW3l HIIM 03ZI119VIS 38 TIVHS SAW 1Z 1SV31 IV HOd S3SV30 A1IHV8OdW31 AIINIOV NOIlohHISNOO 3H3HM 311S 3HI d0 SNOI1HOd a39Hl1ISla aNV STlld NOOIS 110S d0 d01- NOIlVZ1118V1S AHVHOdW31 '1s110 d0 S13A31318V1d3OOVNn d0 IHOdSNVH1311S ddO IOHINO0 Ol,N3>IVl 38 Ol 033N AVW S3Hl1SV3W 1VNOIIIGOV ONV k-isno11NIINOO G3HO11NOW 38 TIVHS Isna 3AIII9fld '1HOdSNVHi Isna 1VWINIW NIVINIVW 01(03a33N SV HO) SISVG A11VG V NO S110S 3OVdHl1S 31-11- 31VH111VS Ol AVUdS H31VM V ONIA1ddV A8 a3OVNVW 9911VHS 1S11G 3AIIIE)n=j 'S11011NI1NO0 3S TIIM SNOIIV1d3d0 NOIIOl1H1SNOO 3H3HM SV3HV '031-1O111W GNV 03033S A13131dWOO 38 T1VHS 03131dW00 SI NUOMHIHV3 3H3HM S11N113Hllllld NIHIIM SV-3HV GVd '9NIHoll1W ONV ON1a33S HO/GNV GOS d0 NOIJ-VNIGW00 V HIIM G31JVd3LId GNV 03GVH9 39 TIVHS NOI1011HISNOO ONiuna G38H111S1a 3HV 1VHl 9NIGVH9 NI GAGMON1311S 3HI d0 SV3HV S(1O1A113d 11V '3WVHd 3W11 N33M (Z) OMl V NIHIIM 03H3IIV HO G3GV89 39 01 G310DdX3 SI 113HAHM SV3HV A1NO 3G11NAG 11VHS HOIOVHINOO 3HI - 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NECESSARY IN -THE FIELD • TO REACT TO- ACTUAL MARK BACK, OF CURB_: FIELD CONDITIONS, WITHOUT DEPARTURE' FROM" -TI-E ' OE6IGN CONCEPTS -OR INTENT.:: ,. r ALL WORK SHALL CONFORM TO ANY AND ALL APPLICA5LE REGULATiONS AND I � � _ .....:. ,. - �: �� C;ONTROL WIRE 90 ELL -PVC CODES: FOR THE LOCATION OF. THE WOWORK,.'RK, THE iNSTALLEW 'R 6HALL 05TAIN ANY. .�. ' � . � ;.� � � d'= �. .. •o NECESSARY LOCATES, PERMi.TS AND INSPECTIONS.00 =. c� ALL WORK SHALL 5E CLOSELY COORDINATED WITH THAT OF OTHER TRADES, iN � : o': o-cv �-_ =Q ORDER TO AVOID CONFLICTS. REFER TO LANDSCAPE AND UTILITiES PLANS WHEN _ � � � a SCHEDULE 80 � . o a , a.. - . o"''. _;:,::•. .. OF SLEEVE INNER PIPE PVC LA i-ERAL LINE PVC NIPPLE ao:;:.. :...... TRENCHiNG : T0. ' AVOID TREES,- SH'RU55 AND:UNDER GROUND UT i L iTiE5 TAP END �.._ . STUB uP TO SPRINKLERS c��~ = W� —' W = Z ALL MATERIAL AND LA50R REGQU*IRED TO PROVIDE A COMPLETE OPERATIONAL Ld scH.40 SOLVENT —WELD PVC� AND FULLY GUARANTEED 51`STEM SHALL 5E CONSIDERED PART OF .THE' WO I< (REQUIREMENTS VARY - CHECK CODES FIRST) 3/�1 WASHED SHELL .�av:- � . :• o , w:� MAIN LINE FITTING 9: WHETHER Off * NOT THEY ARE SPECIFICALLY INDICATED iN THE DOCUMENTS. � ` a m: MAIN SUPPLY LINE c;, ZQ-•_ E [/_�)� ROUGH : IN SLEEVING DETAAL THE CONTRACTOR .5HALL PREPARE AN A5-5Ui.LT DR,4WiNta 01\1 REPRODUCI5LE PAPER' (815PIA OR MYLAi %SHO'WiNG ALL IRRIGATION ATiON INSTALL,a-I"ION..A ' M-i-.LA,R OIL NO SCALE �c ��w SEPIA OF THE O%2(C�iNAL PLAN MA-�i'SE OBTAINED FROM THE L,41�1�SCAPE •,4RGHiTEC�:`r _ � LCJNTPOL VALVE jw��Qa�::: FOR A FEE. THE DRAWING SHALL LOCATE .ALL MAINLINE AND VAL. VE5 15Y SHOWN No SCALE N � � ���- �:Q :_F = 0 INSTALLATION DETAIL EXACT MEASUREMENTS FROM HARD SURFACES. PLEASE 5i-1Otti WIRE DIRECTION FINISH GRADE '..... Z ..�, ALL HEADS SHALL 5E OF THE PROPER TYPE FOR .THE ,AREA& WHERE LOCATED, ,AND AND SHALL5E INSTAL LEE) : PLUM5 AND .WITH THE PROPER HE IC;HT• ,ALL: HEADS ,AND 4 ROTOR OTHER EQUIPMENT SHALL 5E INSTALLE WITH ADEQUATE ,AND UNIFORM CLEARANCE FROM ALL HARD-SCAPiNGx, TO MiN(1~1IZ'E WATER OVER.SPRAY ON IMPERVIOUS AREAS, THE PUBLIC WATER .SUPPLY` FOR THiS SYSTEM SHALL 5E 2.5" METER. NOW: - .. -•.. p... N.do.E. . CONTROL WIRING SHALL 5E ROUTED WITH THE MAINLINE WHEREVER P05515LE. LOUD - ` L E _ VOLTAGE WIRING SHALL 5E UF. I� PVC JACKETED, 6ING-�LE CONDUCTOR CA5LE, USE ..:i.: a :_�: :;' W y y� • is tr 3 RED U11�'ES FOR. "NOT" AND UJNiTE 1=0R VALVE COMMON, l.U(RE5 S�-I.�,LL. >+3E (NST,AL1_ED l -� r,3f G o � - .c.... WITH ADEQUATE SLACK AND SURGE/FZXP AN5ION LOOPS AND SHALL 5E SPLICED FLEXIBLE PVC, MIN. 10 ONLY iN VALVE BOXES, U'SiNG SPEARS "DRi-SPLICE" WIRE CONNECTORS AND SEALANT,N-t W ALL PIPING AND WIRE PA55ING UNDER PAVED AREAS 5HALL 5E SLEEVED WITH 7 ROOF EDGE w, SCH �40 PVC PiPE, SIZED A MINIMUM OF TWO NOMINAL SIZES LARCZER THAN CONTAINED PIPE. PVC LATERAL LINE AUTOMATIC RAIN SHUTOFF; _- : <'::;:', • 1`: RAIN BIRD RAIN CHECK N 6 POP - UP ROTOR ANY i='iF'INCx SHOWN OUTSIDE THE. PROPERTY LiNE Oil icUNi`�Il\lt� OU'�'S1C�E ,4 L,4NOSC>�,t='E 2 R,:a AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LiNES SHALL 5E INSTALLED ON THE INSTALLATION DETAIL NO SCALE�:- PROPERTY AND iN51DE THE LAN05CAPE AREAS. - ..-..--------- .... ...._------- ram._ •� . THE INSTALLER SHALL E�< CT TO .FAM( IA I - : �� .PE EO 5E L R WITH ,:AND �-aLLain THE -::� -' INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS, SHOULD CONFLICT 8E DISCOVERED I�JITi-IIN Th1E DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REaUEST CLARIFICATION. NOTE: 1 ELECTROMECHANICAL CONTROLLER: THE IRRIGATION CONTRACTOR iS RE51`'ON515L_E Foil INSTALLING ALL LoU� VoLTAE O (I -�-�� RAIN BIRD RC-C SERIES 1. FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE INSTRUCTIONS ENCLOSED WIRiNG FROM THE CONTROL VALVE TO THE IRRIGATION CONTROLLER, IF 5PARE WIRES � OUTDOOR WALL MOUNT WITH RAIN CHECK. _ ARE NOT AV,41LA3LE. Z 1.5-INCH ',PVC SCH 40 CONDUIT O AND FITTINGS - - - 3 WIRES TO 4REMOTE CONTROL spc�rN.cannnuw O VALVES _. L THE IRRIGATION CONT AC I -- (� . 1.,�..: CONTRACTOR 5 TO BECOME FAMiLLIAR WI 1I•-I THE EXi5(TNG (RRIG,�TiON O JUNCTION BOX � SYSTEM FOR PHASE . THE IRRIGATION CONTRACTOR 15 TO IN5PECT, EVALUATE, AND ' � � REPAIR ANY DEFAULTS IN THE 'E><15TING� IRRIGATION SYSTEM AND ITS EQUIPMENT• 5 1-IN POIN=R SUPPLY CONDUIT O c _. �} 5 RAIi SENSOR ''C �J NO SCALE _ �....:... .,. GONTROLLERCS) 51-I,4LL CAE 'DIRECT WIRED' TO HOUSE CIRC.e.UIT OF 120 VOLTS, t` � TYPICAL DETAIL �,:= NO 'PLUG-IN' POWER CONNECTIONS- 6HALL 5E ALLOWED. c i - . ♦!�- - - �nl•.:..':.:'. • . .arm ;.:::. - CIE: Aif ' ZONE Q. ELECTROMECHANICAL CONTROLLER TYPICAL DETAIL NO SCALE VALVE GALLONS: ®C:= SIZE PER MIN. `:... VALVE IDENTIFIER THE SOLE PURPOSE OF THIS DRAWING IS TO ILLUSTRATE THE APPROXIMATE = - DiMENSIONS AND LAYOUT OF THE ` DEMISED PREMISES. NO OTHER - WARRANTY OR REPRESENTATION,- E; EXPRESSED OR IMPLIED, IS MADE T:. WITH .RESPECT TO THE ILLUSTRATION. 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FG CC Forest Green (Premium Color) cu"Will Coffx`(Consuit Factory) T2 !�.Pe._N I T3 It'llulln, I Tapered 3 ") ," W, sq. steel PcMe)(PRO only) "ril"n, � T35 Round I-apeted (3.5") Y65 Yoke 10ount ; Pad ,�61' sq. steel pola) FZ F'si,g . 20V Fw ing.. 208V T4 Roun 'rapered (4') COW YT Yoki� , (:nloil) I llvl�,j 11 -I, e Lam . , 1� F3 Fusing - 240V 00 Dark Bronze: M at, � W lid? F4 Fusing 277V - SL Black H25 HUI 4 (W-W F5 Fusi 9 - 480V W,H Whim H40 HIK 4WAI W)-37)' I 00W ."OT-561" F6 PRI Fusin - 347V q Phol:6 Coll Rcceptade .. 120V C3 C ,rav R Platinum Silver Pulse Start Metal Halide PR?. Phato Cell Receptacle - 208V RD Red (Premium Color) , I 5 w I ) PR3 Photo Cell Remptac le .. 240V FG F6ra-q Groan (Premium Color) H1 P35 � NOW ED-37Y 3501A1 W-137)' PR4 PRS Photo Cell Receptat: Is - Z77V Phr,to Cell Receptac le , 430V I N?ei,'c-refl-L'.11yi?�opt,.:Jrilpfe(;I,li?$'t,Viitlillat�.ti��. 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(AS APPLICABLE) 8 I RACEWAYS AS REQ'D II INCOMING _ GRADE im-o a NOTES: 3 m a 1 CONDUIT TO. HANDHOLE a ELECTRICAL CONTRACTOR SHALL PROVIDE W AND INSTALL UTILITIES STRUCTURES :'cn CONCRETE POLE (PART # US135TIII). CONTRACTOR SHALL SPECIFY HANDHOLE 8'-0 GROUND ROD 8ma TO BE 15'-0" FROM BOTTOM OF POLE. a ° POLE SHALL RF RI imm i n'_n" npro BROOKS PRODUCTS "PULL BOX" OR EQUAL. SEE SCHEDULE FOR SIZE. LIFTING HOLE. ...,ER (SEE TABLE BELOW) GRAVEL OUTGOING FACTORY LONG RADIUS ELBOWS (QUANTITY, ARRANGEMENT AND SIZE PER DRAWING) SHEET NOTES NOMINAL BROOKS PRODUCTS COVER SIZE SERIES NO. NOTE (1) E411 13"X24" 38 CONCRETE COVER, NO. 38 NOTE (8) E411 16N24"x12"H 1624 CONCRETE COVER, NO. 1624 8 m:s LUI�IC;H 1 E PULE DIAGRAM PRE- A T ULL RO ETAIL 3 m NOT TO SCALE NOT TO SCALE _ m.:. E ID m�9 u :a 41�m pl C .. N fJ O. - N m - - 0.93 O.O.� _ i�.m"> s 8 A W.u e E 42.2 m.m IOU m ti E >[as c 'c m m m o_o � a `o c c 3 'a m c..........................._..................._..................................................._ ....... .... ............ .............................. .. m m m Er'' c' ! v C: m:y E' m m o TIME CLOAnnkln2l PANEL `PL1'/'PL2' PROVIDE AND INSTALL 100A METER BO X. COOK oIN ATE ADDITIONAL REQUIREMENTS WITH LOCAL UTILITY CO MPANY. 8 E LIGHTING CONTACTOR. t9 � a I. 5 N _ _ I OI 6 a O T7 RAINTIGHT U . T JUNCTION N BOX. SIZE O 1 N o _ �, m PER NEC REQUIREMENTS. m c ;i9 m- m � . i UTILITY TRANSFORMER c 8 (208Y/120V, 3�, 4W) N c '; 4 3 i , m m) i a fir= m 3 or m I I Eoc I c m m E B € t- TO PARKING 2 � ; ; a LOT LIGHT POLES. _.( m l _ (SEE DWG E2.1) I N o o,o•aw e 0 3 v ` m,0 _ 1 ci °c cm - RISER NOTES: Ec88 a r' 8 m 1O PROVIDE TWO %" X 20' GROUND ROD. PROVIDE AN ADDITIONAL GROUND 5 PROVIDE SQUARE D HEAVY DUTY FUSED DISCONNECT SWITCH. DISCONNECT o m ROD IF RESISTANCE IS GREATER THAN 25 OHMS. BOND GROUND O SHALL BE RATED AT 240V, 100A, 3 , 4W AND NEMA 3R. PROVIDE O o CONDUCTOR WITH BUILDING STEEL AND MAIN WATER SUPPLY PIPE81. °ca BUSSMAN'S TIME -DELAY, CURRENT -LIMITING CLASS 'R' FUSES. FUSES SHALL m BE SIZED AT 100A. m_ m 2 PROVIDE 1 #6 Cu WIRE FOR GROUNDING CONDUCTOR. m ' O REFER TO PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 3 PROVIDE- A 1Y4" CONDUIT WITH 4#1. _mom_ N 4 PROVIDE A 1Y4" CONDUIT WITH 4#1 AND 1 #8G. 8 � @._mm 3 v •o, TYPICAL ELECTRLCAL RISER DIAGRAM E R NOT TO SCALE .c o• .m a o CL m TO LIGHTS 1OA TIME DELAY FUSE IN WATERPROOF FUSE HOLDER. AWG WIRE. POLE GROUND LUG (WHERE FURNISHED) FEEDERS (SEE DWG FOR SIZES) NOTES: A. DIAGRAM AS SHOWN IS FOR A POLE WITH A SINGLE FIXTURE. INSTALL TWO FUSES PER FIXTURE. B. FUSEHOLDER IS TO BE SIMILIAR TO BUSSMAN HEY SERIES WITH OPTIONAL BREAKAWAY RECEPTACLE AND WATER RESISTANT. NOT TO SCALE 1 ►' V 3 PHASE, 4-WIRE 125 AMP, 11 EQUAL1 : SQUARE 1 PANEL ��1 1'► -DESCRIPTION ��' 1� 1 1®®illy 1L� 1• 1 1 1 1! 1 1 ar fyl r3Y.•` 1 1 1 1 1 ki"r; %�1."'r$.1s . ='PAR -KING- LIGHTING % 1 va ' PARKING % IN NMI � ...... • 1 >Y >Y<S ` 1 k Y' i a • La � Yr t '1 f�� 1 m® 1 7 /u y:Y J T$ • 1 <.JY sr «fir: zz rs oc " S.: s •s •11 • tY, /Ji .r TOTAL KVA:1 1.6 1 1.8 1 2.0 TOTAL KVA:1 2.4 1 1.8 1 2.0 1 CONT. PHASE A: 5.0 CONT. PHASE B: 4.4 CONI. PHASE C: 5.0 CONT. DEMAND %: 1.25 NON-CONT. PHASE A: 0.0 NON-CONT. PHASE B: 0.0 NON-(:ONI. PHASE C: 0.0 NON-CONT. DEMAND %: 1.00 KITCHEN PHASE A: 0.0 KITCHEN PHASE B: 0.0 KIfCHEII PHASE C: 0.0 KITCHEN DEMAND %: 1.00 TOTAL PHASE A: 5.0 TOTAL PHASE B: 4.4 TOTA_ PHASE C: 5.0 TOTAL CONNECTED LOAD : 11.5 KVA TOTAL DEMAND LOAD 14.4 KVA + DENOTES HID RATED BREAKER. DENOTES CIRCUIT VIA 30A/12-POLE/NEMA 3R ELECTRICALLY HELD LIGHTING CONTACTOR 'A'. DENOTES CIRCUIT VIA 3OA/6-POLE/NEMA 3R ELECTRICALLY HELD LIGHTING CONTACTOR CONTACTOR 'B' SHALL BE TURN OFF AN HOUR AFTER THR END OF BUSINESS HOUR. NOT TO SCALE 1 1' V EQUALTO -. SQUARE / 3 PHASE, 4-WIRE •' • ►11 , SURFACE 125 AMP, II MCEI AIC 22,000 1./ DESCRIPTION TRIP/POLE1 1 ► LOAD DESCRIPTION ,n, .,,.H3;C ., 1 1 1 1 1 >�, �" "•ui5"'fiz%?�s'i PARKING LIGHTIN �) --_©®f.A4,^'li✓ �S:i<'n\"a�'.?�®��®�®�' �39`2{A>�..,�i.) <S,'q� c) <t ..Y 1�L'1'il�-� 1 . i �Y'yaF%•y rz ��®m�� 1 �`al y uda�.i�,€., 1 s. J S' / F ivo i .1 s aM >;u<x ► 1 z ^I b ' ^y,• awa1 1 `�11117 ✓''"=>';`k s`MINNOW r"t =11111-111-141 :1.161 •' or^' Illm TOTAL KVA:1 3.3 1 2.2 1 1.7 1 TOTAL KVA:) 3.2 1 3.6 1 3.9 1 CONT, PHASE A: 8.1 CONT. PHASE B: 7.2 CONT. PHASE C: 7.0 CONT. DEMAND %: 1.25 NON-CONT. PHASE A: 0.0 NON-CONT. PHASE B: 0.0 NON-CONT. PHASE C: 0.0 NON-CONT. DEMAND %: 1.00 KITCHEN PHASE A: 0.0 KITCHEN PHASE B: 0.0 KITCHEN PHASE C: 0.0 KITCHEN DEMAND %: 1.00 TOTAL PHASE A: 8.1 TOTAL PHASE 8: 7.2 TOTAL PHASE C: 7.0 TOTAL CONNECTED LOAD : 17.8 KVA TOTAL DEMAND LOAD : 22.3 KVA + DENOTES HID RATED BREAKER. DENOTES CIRCUIT VIA 30A/12-POLE/NEMA 3R ELECTRICALLY HELD LIGHTING CONTACTOR `C'. DENOTES CIRCUIT VIA 30A/6-POLE/NEMA 3R ELECTRICALLY HELD LIGHTING CONTACTOR V. CONTACTOR 'D' SHALL BE TURN OFF AN HOUR AFTER THR END OF BUSINESS HOUR.