Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
11-13-2007 Agenda Packet
M ,Aavor S. Scott Vandergrift Cite Manager Robert Frank . _ Cer,T�er of Good r;_ PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held October 9, 2007 111. OLD BUSINESS IV. NEW BUSINESS A. FREEMAN COMMERCE PARK PUBLIC HEARING 1. Preliminary Subdivision Plan A. Project Status Report B. November Calendar VI. ADJOURNMENT O:1P & ZAgendasl20071Nov 13, 2007 P & Z Agenda.doc Commissioners Gary Hood, District 1, Scott Anderson, District 2 Patste Johnson. District 3 Joel Keller, District 4 Principal Planner Fabre 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. Cite of Ocoee � 150 N L<i,cshore Drive - Ocoee, Florida 34 761 Rhone: (=407) 905-3 i001 ^ tax::; 07) 656-S504 • «\\Ni.ci.ocoee.fl.us ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on October 9, 2007 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, OCTOBER 9, 2007 CALL TO ORDER Chairman West called the meeting to order at 7:03 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman West, Vice Chair Golden, Members Campbell, Dillard, McKey, Morris, and Rhodus. Also present were City Attorney Palmer, Community Development Director Wagner, Senior Planner Howell, Principal Planner Fabre, Principal Planner Rumer and Deputy City Clerk Sibbitt. ABSENT: Members Conkling and Sills (excused) were absent. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, July 10, 2007. Member Dillard seconded by Member McKey, moved to accept the Minutes of the July 10 2007 Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS ARDEN PARK SOUTH — PRELIMINARY/FINAL SUBDIVISION PLAN Senior Planner Howell stated the subject property is located on the south side of Clarcona-Ocoee Road, approximately 500-feet west of the intersection of Clarke Road and Clarcona-Ocoee Road. The subject property is approximately 95.52 acres in size. The Preliminary/Final Subdivision Plan proposes the construction of infrastructure for a 157 lot single-family detached subdivision. The property slopes downward toward Lake Meadow and exhibits significant topographic relief. Per the requirements of the PUD, the minimum lot sizes are 55-feet by 125-feet, and 85-feet by 125-feet. The 55-foot lots will have a front setback of 20-feet, side setback of 7.5-feet, and a rear setback of 25-feet. The 85-foot lots will have a 25- foot front yard setback, 10-foot side yard setback, and a 25-foot rear yard setback. All streets in this phase of the Arden Park PUD will be private, with the road network contained in tracts that will be owned and maintained by the homeowners Planning and Zoning Commission Regular Meeting October 9, 2007 association. This phase of the development will be gated, and will have two access points. The primary access point will be located on the northern portion of the property that is adjacent to Clarcona-Ocoee Road. This access point will line up with the main access point of the northern phases of the Arden Park PUD and will consist of a boulevard style road with two, two-laned sections. The second access point will be provided along the southeastern property line. This access point will connect to an access road that will be constructed by the developer which will lead to Clarke Road. The developer has committed to saving many existing trees on site. Areas of the western portion of the site and community park are within limited grading areas. All road rights -of -ways within these areas will be mass graded, with each lot graded on a lot by lot basis to allow for tree protection. There are several no -grading or equipment storage areas in the western portion of the development and in the community park where all existing trees will be targeted for preservation. Furthermore, the developer has agreed to allow trees located in the rear of lots 24- 29, 16-19, 45, and 46-48 to be evaluated in the field on a lot by lot basis even though they are located in mass grading areas. The developer has agreed to preserve all specimen trees in the vicinity of the isolated wetland on the northwestern portion of the site by relocating the retention ponds further from this area. Additionally, the developer has agreed to design the main retention pond around two Live Oak trees that measure 42-inches in diameter. The developer has designed the community park by utilizing a geo-grid system with natural plantings, rather than a retaining wall system where possible to help protect the preserved trees in the community park. Per the requirements of the PUD, a replacement schedule of 4 to 1 will be utilized for those trees 24-inches and above that cannot be preserved. The extreme range of topography on the site has presented challenges in grading and designing the site. The contrast in elevation has required the developer to utilize stem walls, retaining walls, and grading tracts to achieve a balanced grading plan as possible throughout the site. The Preliminary/Final Subdivision Plan proposes several common elements for this phase of the development. The first of these elements is a community park. A picnic area, playground, and walking path will be provided within the park. The other major common element that will be provided is a walking path around the portion of the property that is adjacent to Lake Meadow. This path will be in a 10- foot tract that will be owned and maintained by the homeowners association with an easement granted to the City. The path will be part of a master path that will be constructed around the entire perimeter of Lake Meadow per the City's Comprehensive Plan. In addition, the developer will convey to the City a portion of 2 Planning and Zoning Commission Regular Meeting October 9, 2007 Lake Meadow that is on the subject property, and the wetlands of Lake Meadow that are within the boundaries of the subject property. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on September 26, 2007, and reviewed the Preliminary/Final Subdivision Plan for Arden Park South. It was discussed that the radius at the cul-de-sac at Street "C" should be increased to allow for better movement of garbage trucks around this cul-de-sac. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan subject to the change that was discussed, and subject to the resolution of all outstanding items being satisfied prior to the request being scheduled for City Commission approval. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommended that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Arden Park South; subject to the outstanding staff comments being resolved and incorporated into the plans prior to City Commission action. DISCUSSION Member McKey asked for Mr. Howell to go through the waiver tables. Senior Planner Howell stated there are no waivers requested, it states in the staff report that these waivers were permitted as part of the PUD and the waiver table was put in the subdivision plan to just show that they had waivers from the PUD. Member McKey stated he was still concerned about the erosion protection which is one of the waivers. Senior Planner Howell stated he thinks that the waiver is to enhance the wetlands around Lake Meadow. They are providing a wetland and restoration plan which helps get rid of invasive species. Vice Chair Golden asked if Senior Planner Howell could explain waiver #7 (Historic and Specimen Tree Waiver). Community Development Director Wagner stated he believes that was in recognition that there could be certain areas where there could be historic trees to preserve. Historic trees would be anything over 36 inches and most of the oak trees on site are in the 6-8in range. He further stated he is confident they have saved most of the trees that they could. Vice Chair Golden stated he is impressed with the plans and he feels that staff, along with the developer, did figure out ways to save the trees. Chairman West inquired about the timing on the sidewalk. Community Development Director Wagner stated they do know they are actively underway on the portion from Clarke Road east and they should be starting on that portion in 6 months or so. Chairman West further inquired about the second access and whether it was in Ocoee. Community Development Director Wagner stated it is not and they are going to do their best to negotiate with the property owner to secure that right-of-way, but they may need 3 Planning and Zoning Commission Regular Meeting October 9, 2007 to do a condemnation. Member McKey asked, concerning the sidewalks, if there was any consideration on what is going to be done for the adults and children wanting to cross over the intersection to the trail. Community Development Director Wagner stated the problem with a crosswalk on a major intersection is you will need a signal to be put out there. There are not any plans right now to put a signal out there but it will most definitely need to be added in the future. The Public Hearing was opened for Arden Park South — Preliminary/Final Subdivision Plan. Rebecca Furman, Representative for the applicant, thanked staff and stated, as to the roads, they are currently working with the County. She further stated she thinks in about two years they will have the road completed. The Public Hearing was closed for Arden Park South — Preliminary/Final Subdivision Plan. Member Campbell, seconded by Vice Chair Golden, moved to recommend approval of the Preliminary/ Final Subdivision Plan for Arden Park South (Project # LS-2006-008 subject to the attached staff comments being resolved and incorporated into the plans prior to City Commission action. Motion carried unanimously. O'DONNELL PROPERTY — REZONING FROM R-1 TO C-2 Principal Planner Rumer stated the subject property is located on the north side of W. Franklin Street, 300 feet east of the intersection of Ocoee Apopka Road and W. Franklin Street. The parcel size is 7,875 sq. ft. or .18 +/-acres. The property is designated as Commercial on the Ocoee Comprehensive Plan's Future Land Use Map (FLUM) and the Joint Planning Area (JPA) Land Use Map. The requested rezoning to C-2 (Community Commercial) is consistent with the FLUM and the JPA Land Use Map designations. The site is located in a platted residential subdivision known as Grace Park. The Plat was recorded in 1926. The area contains a mixture of single-family residential dwellings and commercial uses. All remaining single-family properties that contain a Future Land Use of Commercial are considered legally non -conforming. The parcels on the north side contain single-family residences. Commercial buildings and uses are located on the west side. To the east, the parcel is vacant. On the south side is W. Franklin Street and a vacant parcel and a church outreach building. 4 Planning and Zoning Commission Regular Meeting October 9, 2007 The applicant owns the parcel to the west and has recently remodeled it. The applicant intends to combine both properties and rent out a portion of the remodeled office as an insurance office and use the remaining space and property for short term vehicle storage. STAFF RECOMMENDATION Based on the existing Future Land Use designation and the trend of commercial uses, staff recommended that the Planning & Zoning Commission recommend approval of the rezoning to "C-2" Community Commercial. DISCUSSION Member Morris inquired about the vehicle storage and if there were any restrictions on what type of vehicles and what it meant by short term. Principal Planner Rumer stated he does not believe there is a definition in the LDC for vehicle storage or which type. It just states that vehicle storage is permitted in C-2. Member Campbell inquired if that meant they could put boats, RVs, motor homes, etc. Tim O'Donnell, owner of property, stated he owns an export company and they export cargo all over the world. He has been in business in Orlando for over 25 years. He does not store motor homes and the use of the property is strictly for his business. Mr. O'Donnell stated the situation is they were looking for the restrictions on Automotive Sales or Dealer License for the property and for his use only with no retail sales ever. His intent is to have a small insurance agency lease out the front office. He further stated he is never at the property since he is usually traveling. The majority of his vehicles do not come to Orlando they are shipped out to other ports. Vehicles that will be put there are for his use and the majority of the vehicles come from the FL Auto Auction and will be there for 3-4 days only. Member Dillard stated in looking at the plans he does not see any lighting. Mr. O'Donnell stated he is having an electrician come out to look at the property for a small light. Member Dillard inquired as to how many cars they expect. Vice Chair Golden stated he sees the parking lot is fenced and grassed but the City has certain landscaping requirements. Mr. O'Donnell shared current pictures of the property which showed new oaks trees and plants around the property. He further explained the pervious material that was used for the driveway. The Public Hearing was opened for the O'Donnell Property — Rezoning from R-1 to C-2. As no one wished to speak, the Public Hearing was closed for the O'Donnell Property — Rezoning from R-1 to C-2. 5 Planning and Zoning Commission Regular Meeting October 9, 2007 Vice Chair Golden, seconded by Member Morris, moved to recommend approval of the rezoning from "R-9" Single -Family Dwelling to "C-2" Community Commercial. Motion carried unanimously. VILLA ROMA — PRELIMINARY SUBDIVISION PLAN Principal Planner Fabre stated the subject property was located on the southwest corner of Hackney Prairie Road and Clarke Road. The existing land use to the east is residential single family & townhome developments zoned Medium Density PUD, and to the south there is a townhome/single-family residential development currently being developed zoned Medium Density PUD. To the north is an unincorporated parcel (+/- 36 acres) which is heavily treed and currently undeveloped, zoned (Orange County) A-1. The Future Land Use designation for the subject site is "Medium Density Residential" which allows up to 8 dwelling units per acre. The Preliminary Subdivision Plan proposes a total of 52 townhome units on approximately 21.13 acres. As customary, the wetlands (Tract "E"), approximately 6.39 acres, will not be developed and will ultimately be dedicated to the City. The proposed amenity package consists of a swimming pool, pool cabana, tot -lot and off-street visitor's parking. Off -site improvement proposed for the project is a northbound left turn lane on Clarke Road for traffic entering into the site and a southbound turn lane (striping only) to better facilitate traffic entering Westchester residential development. The plans also indicate a 25 feet wide of road right-of- way being dedicated on the north side. This new right-of-way will be utilized for a Hackney Prairie Road extension, access into the subject site and future access to the property to the north. The applicant will be dedicating a 10 feet wide recreational trail along the northern property line in order to have access to the lake and an 8 feet wide sidewalk along the project frontage. The Developer has indicated that due to grade changes they are unable to save any trees on the site. They would prefer to replace the protected trees at a 4 to 1 ratio instead of providing a tree saving program for the site. Staff has commented on this issue throughout the subdivision review process. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance with the wall extending northward along Clarke Road and westward along Hackney Prairie Road new right-of-way. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) reviewed the Villa Roma Preliminary Subdivision Plan on September 26, 2007. There were several minor technical issues to be addressed from the City Attorney's Office and Planning Division that were identified in written staff comments and presented verbally. All of the issues 6 Planning and Zoning Commission Regular Meeting October 9, 2007 were discussed and changes to the plans were agreed upon. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommended that the Planning and Zoning Commission recommend approval of the Villa Roma Preliminary Subdivision Plan date stamped received by the City on October 2, 2007. DISCUSSION Member Campbell stated he is curious as to what will happen with the Hackney Prairie extension; would that be non -gated? Principal Planner Fabre stated it would not be gated and would be a public right-of-way. Vice Chair Golden inquired if the 100-year flood plain coincides with the conservation line on the Future Land Use Map. Principal Planner Fabre stated it does have some relationship to it. He further explained that there were some flood zones that were also taken into consideration when the Future Land Use Map was laid out. Nevertheless, if the development does develop close to the flood zone designated conservation area, then they will ask for an environmental assessment to make sure they stay off the wetland and flood zones. Further discussion ensued regarding the 100-year flood plain and the requirements to develop within it. Vice Chair Golden stated, as far as meeting the Land Development Code requirement for tree replacement, he did the math and does not see the developer meeting the 4:1 ratio that staff is requesting. He wanted clarification on how staff would recommend approval on something that did not meet the LDC requirements. Principal Planner Fabre stated they did agree to the 4:1 ratio replacement for the trees; however, the plans before then are preliminary and not final plans so they would need to make sure to have it done by FSP. Detailed landscape plans are not required for preliminary subdivision plan approval. The Public Hearing was opened for the Villa Roma — Preliminary Subdivision Plan. Chad Linn, Representative for the applicant, stated they were told they did not have to provide a full landscape plan because this was preliminary. They did provide a concept plan and a color rendering to illustrate their intentions. He further stated due to the removal of the trees they are doing a 1:1 ratio. Mr. Linn stated they are allowed a lot more units but are only approving the 52 homes because that is all they could fit on the site with providing adequate stormwater, retention, tot lot, and pool. Member Morris inquired if he could explain what he meant by the fact that they could put more units out there. Mr. Linn corrected himself by stating the PUD allows for more units then they can provide on that site. Vice Chair Golden stated they just heard from Arden Park (who is doing a good job of saving a lot of trees) and they have the same topographic that this development has and is located on the same lake. He further inquired as to why Planning and Zoning Commission Regular Meeting October 9, 2007 they did not try to save more trees and work with staff the way Arden Park did. Mr. Linn stated it is tough to compare the two projects since Arden Park is quite larger than their subdivision and the majority of his land is wetland which is going to be dedicated to the City. Brief discussion ensued regarding the trees that could have been saved and the developer not meeting the LDC. The Public Hearing was closed for the Villa Roma — Preliminary Subdivision Plan. Member McKey stated he knows that staff and the developers worked hard on this project, but in all honesty he feels this land would be better dedicated to the City as a public recreation and green space. Member Morris stated he agrees with Vice Chair Golden about the developer not working hard enough to save trees. Vice Chair Golden stated he feels the board should recommend denial until these plans are up to code with the LDC. Chairman West stated he feels it must meet something if staff recommends approval. He further stated he agrees with the tree situation; however, this is a small property and it does have a lot of constraints. Member Campbell inquired from Community Development Director Wagner if they are in compliance with everything they have asked for. Community Development Director Wagner stated the trees have repeatedly been an issue in all the staff reports; however, they were told by the developers that they could not save trees. He further stated he did inform the developers that it would be up to the Planning Commission to approve the plans. The plans have been around for a long time but as the developer realized that he would be unable to get the 88 units he had to try to get as many units on the site to make the project economically viable. Community Development Director Wagner stated it was a very tough site and truthfully there is not a way to save very many trees. Vice Chair Golden, seconded by Member McKey, moved to recommend denial of the Villa Roma — Preliminary Subdivision Plan based on its lack of compliance with the Land Development Code and would like to make that recommendation to the City Commission. Motion carried 5-2 with Chairman West and Member Campbell opposing. INGRAM ESTATES — FINAL SUBDIVISION PLAN Principal Planner Fabre stated the property is located on the southeast corner of the intersection of Ingram Road and McCormick Road. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre and the zoning is "R-1AA". The surrounding land to the north is in unincorporated Orange County. The Final Subdivision Plan proposes 95 single-family residential lots on E:3 Planning and Zoning Commission Regular Meeting October 9, 2007 approximately 33.5 acres. As shown in the Final Subdivision Plan, Ingram Estates will be developed in one phase, and will include an amenity package of a pavilion (600 square feet), volleyball court, picnic area and a tot lot. Ingram Estates will have one access point from Ingram Road and one additional future connection to the property to the east. This subdivision will not be gated. There will be a 6-foot brick wall with appropriate landscaping on both sides of the entrance, with the wall extending northward along Ingram Road to the north boundary of the subdivision and eastward along McCormick Road to the east property boundary. Along with the usual road and utility improvements, the documents indicate that the property owner will provide 10 feet of additional road right-of-way on the south side McCormick Road for the projected road widening. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) reviewed the Ingram Estates Final Subdivision Plan on September 26, 2007. The DRC discussed the items in the review memorandums from the City Attorney's office, Engineering Department and the Planning Division. The developer agreed to make all the requested changes. The Engineering Department had one outstanding issue. It was requested that the potable water be fed into the site with two connections in order to create a proper loop system and to provide additional water pressure for fire suppression. The developer agreed to coordinate with Orange County to provide another water feed into the site. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting before the Ocoee Planning & Zoning Commission meeting. *After subsequent submittal and review, the Final Subdivision Plan for Ingram Estates (date stamped October 4, 2007) addressed most of the outstanding issues discussed at DRC; however, the Engineering Department still has several minor comments that will need to be resolved prior to City Commission Meeting. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff recommended that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Ingram Estates, as date stamped received by the City on October 4, 2007, subject to resolving the last remaining issues addressed in the attached Engineering Department review memorandum prior to the City Commission Meeting. DISCUSSION E Planning and Zoning Commission Regular Meeting October 9, 2007 Member McKey inquired about the sidewalks. Michael Azzarella, Representative for the applicant, stated they will be providing a 5ft sidewalk the whole length of their subdivision along McCormick and Ingram Road. Member McKey further stated in two years a school will be put there and he was wondering if a sidewalk would be put going south on Ingram Road or is there going to be a crosswalk. Community Development Director Wagner clarified as to what intersection Mr. McKey was referring to and stated he has not received any plans from the school yet but their entrance will be from the road that leads into the cemetery on Ingram. There will be a crosswalk but it will have to be integrated in. Vice Chair Golden stated he does appreciate that they are saving trees but when you look at the survey for the landscape plan it is very hard to see what they are saving. Mr. Azzarella stated on the landscape plan a tree identified with a circle around it, is one of the preserved trees. Brief discussion ensued regarding the trees and the inspection required before development starts. The Public Hearing was opened for the Ingram Estates — Final Subdivision Plan. As no one wished to speak, the Public Hearing was closed for the Ingram Estates — Final Subdivision Plan. Member McKey, seconded by Member Dillard moved to recommend approval of the Final Subdivision Plan for Ingram Estates (Proiect #LS-2005-001), as date stamped received by the City on October 4 2007, subiect to resolving the last remaining issues addressed in the attached Engineering Department review memorandum prior to the City Commission Meeting. Motion carried unanimously. AMENDMENT TO THE MEADOW RIDGE PUD — IMPERVIOUS SURFACE Principal Planner Fabre stated the Meadow Ridge PUD is located at the southeast quadrant of the intersection of Maguire Road and Moore Road. The City Commission, on March 7, 2006, reviewed and approved the Final Subdivision Plan for the residential portion of Meadow Ridge PUD. After construction started, the home builder noticed that, due to their home product design and the size of the lots, the addition of a typical size swimming pool would exceed the maximum 50 percent impervious surface development standard for the PUD. Accordingly, the applicant has requested an increase of the maximum allowable impervious area for all residential lots. Specifically, the applicant is requesting to change the previously approved maximum impervious area of 50% for each lot to an average impervious area of 58% for all lots in the subdivision. Principal Planner Fabre provided several additional handouts that were given to him that evening. He explained that at the DCR meeting the original request had a lot of the lots going to 65% impervious surface so they brought that concern to the applicant. He further stated the applicant agreed to work with staff and they lowered some of the percentages and now have an average of 57% impervious surface. Community El Planning and Zoning Commission Regular Meeting October 9, 2007 Development Director Wagner explained to the board how important the impervious surface percentage is to a subdivision since the engineer has to know ahead of time how much coverage there will be since that is how they design their entire stormwater management system. He further stated if they go over that percentage then there is going to be flooding. He briefly explained the handouts were reviewed by the City's Engineer and there is a staff member present from the Engineering Department should anyone have questions. Community Development Director Wagner stated they are confident that the new percentage will not cause any drainage problems. Further discussion ensued regarding the lot coverage. The Public Hearing was opened for the Amendment to the Meadow Ridge PUD — Impervious Surface. Harry Strange, 1177 7th Avenue, stated he lives directly across from the Meadow Ridge Subdivision. He further stated he has lived in that area for many years and there has been a lot of flooding due to another subdivision that was built slightly north of him. Mr. Strange stated the development in question is beautiful and will enhance his property, but he is concerned about flooding. He further expressed his concern on the soil and inquired if anyone has looked at it after it was put in to make sure it perks down like it is supposed to. John Townsend, Engineer for the subdivision, stated the soil types are taken into account. He further stated they took soil from the pond and they made sure it was suitable for construction and met all code requirements. He further explained everything will flow south to Lake Down. Brief discussion ensued regarding the soil. The Public Hearing was closed for the Amendment to the Meadow Ridge PUD — Impervious Surface. Member Dillard seconded by Member Rhodus, moved to recommend approval of the Substantial Amendment to the Conditions of Approval for Meadow Ridge PUD (Project #LS-2005-011 ) to permit an average 58% impervious ratio for all residential lots per the Meadow Ridge maximum lot impervious area percentage table (handed out at the meeting), subject to final verification by the City Engineer that the computations are consistent with the approved SJRWMD stormwater aermit for the oroiect. Motion carried unanimously. MISCELLANEOUS 11 Planning and Zoning Commission Regular Meeting October 9, 2007 Chairman West inquired as to what the November Planning & Zoning Meeting looked like as far as projects coming before the board. Community Development Director Wagner stated he thinks there may be 1-2 projects but he is not sure. He further stated a huge amount of development is proposed on West Road near the Fountains West project, as well as development further south by the Plantation Grove area and Meadow Ridge Commercial. On highway 50 the Texas Roadhouse Steak restaurant is under construction. ADJOURNMENT The meeting adjourned at 8:56 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk 12 Milton West, Chairman ITEM NUMBER IV. A. PUBLIC HEARING FREEMAN COMMERCE PARK Preliminary Subdivision Plan -r'�- . Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: November 5, 2007 Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Freeman Commerce Center Preliminary (Large -Scale) Site Plan Project # LS-2006-006 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for the Freeman Commerce Center? BACKGROUND: The subject site is approximately 11.2 acres in size and is located on the west side of Ocoee -Apopka Road approximately 1,300 feet north of Palm Drive. The site itself is currently undeveloped and sparsely covered with a mixture of pine trees, oak trees and other varieties of trees scattered around the property. It should also be mentioned, that some scattered pieces of equipment, vehicles and containers are currently on site. Accordingly, all these items will be removed from the property when it is developed. Additionally, there was a single-family residence on the property that was demolished some time ago. The adjacent land use to the north is undeveloped and heavily treed zoned 1-1. To the west are large residential lots zoned R-1A. Located on the east are large residential lots zoned A-1 in unincorporated Orange County. To the southwest is vacant City owned land zoned R-1A, and to the southeast there is a small residential lot zoned A-2 in unincorporated Orange County. The Future Land Use designation for the site is Light Industrial. The property is zoned Restricted Manufacturing & Warehousing (1-1), which permits development and construction of the proposed use. Therefore, the requested use is consistent with directives of the Comprehensive Plan and the adopted Land Development Code (LDC). The Planning and Zoning Commission November 13, 2007 Page 2 of 2 DISCUSSION: The Freeman Commerce Center Site Plan proposes to be an office/warehouse and mini - storage facility. There will be a total of (4) four one-story structures on the site consisting of a combined total building floor area of 153,320 square feet. The site plan has all the requisite parking and landscaping areas per the Land Development Code. In addition, a 5 feet wide concrete sidewalk with landscaping will be provided along Ocoee -Apopka Road to facilitate pedestrian travel. One sitting area will also be provided along Ocoee - Apopka Road for pedestrian and patron use. Along the western property line, the applicant will be dedicating to the City a conservation/floodplains preservation area (Tract "A"). This tract consists of an existing stormwater canal and the requisite 25 feet wide upland buffer. This upland buffer will also act as a public recreational trail in the future. Furthermore, the applicant is also dedicating (+/-) 40 feet of right-of-way (Tract "B") along the property frontage. Off -site improvements for the project are a northbound left -turn lane and two southbound right - turn lanes for traffic entering into the site on Ocoee -Apopka Road. Water, sanitary sewer, reclaimed water (when available), solid waste and police & fire protection will all be provided by the City. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on October 29, 2007 and reviewed the Preliminary Site Plan for Freeman Commerce Center. There were minor technical issues to be addressed from the City Attorney, Planning Division and Engineering Department that were identified in written staff comments and presented verbally. The Planning and the Engineering comments were collectively agreed to be addressed during the Final Site Plan approval process. The City Attorney also agreed but wanted to incorporate on the plans a revised set of Conditions of Approval (COA) before the City Commission meeting. All of the COA(s) were discussed and agreed upon by the applicant. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary Site Plan, subject to incorporating the final revised set of Conditions of Approval in the plans before the City Commission Meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary Site Plan for Freeman Commerce Center, as date stamped received by the City on August 30, 2007, subject to incorporating the final revised set of Conditions of Approval in the plans before the City Commission Meeting. Attachments: Location Map; FLU Map; Zoning Map; Aerial Map; Preliminary Site Plan for Freeman Commerce Park date -stamped August 30, 2007. Freeman Commerce Park Location Map r_ I Ra471N N IV 0C.Pe Conn,wily Development Department Freeman • Center Future Land Use Map I inch equals 583r333333 feet 190 95 0 190 380 570 Feet Printed: November 2007 C3Subject Property Unincorporated Territory Emand Other Municipalties, Low Density Residential Medium Density Residential C14 High Density Residential Professional Offices and Services 00 Commercial 0 Light Industrial X, UJI Heavy industrial Conservation/Floodplains Recreation and Open Space ILI) Public Facilities/institutional Lakes and Water Bodies Ocoee Community Development Department I iod, equals 583 "3333 feet 200100 0 200 400 600 Feet - AMM Printed: November 2007 13 Subject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) :T;i Suburban (A-2) Single -Family Dwelling (R-IAAA) Single -Family Dwelling (R-IAA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) ,*'4@" Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) !=General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) IM Public Use (PUD) Unclassified Lakes and Water Bodies Freeman Commerce Center Zoning Map 0 M I I t poem,4931peavlo, �11-wc 13 am Engineering / Architecture / Interiors / Landscape TRUE. EMAN COMMERCE PARMPRELIMINARYSIEPLAN CITY OF VICINITY MAP Apq g °Tf .- _ 1 i c mantas LA. _ _.w w .. o 3000 Cashiers Dr 15th Avs _ _...Ott i ! i 6 tlt Aw Lfmd2fu St y ( 17th Ave j S rin ft,ut st,r a aLureitRd a Aver 1 l31uf Ct Chile 6fLft 1I bt e'' to r4ndersor P) oCnidSJ S Securityf it f C ande ,Dr a NLee St ParkCtr rPai r - fj r : =w a tS,, z i t "'- K. d x 3 af t,, e i a v f S' k ss TP Ir s@s 3 gg+` r tt w bb Basin r Ed C7r s6" cAvb u, i hln k t Trtanbo,°t S La tesiibre lyr — ..<1s w t Q2406N VTE = CITY OF OCOEE UTILITIES 150 N. LAKESHORE DR. OCOEE, FL. 34761 PHONE: (407) 905 -3195 EXT.1033 TELEPHONE SERVICES EMBARQ P.O. BOX 30723. TAMPA, FL. 33630 PHONE: (800) 339 -1811 P.O. ST. PETER PHONE: CABLE SERVICES BRIGHTHOUSE 3767 ALL AMERICAN BLVD. ORLANDO, FL 32810 PHONE: (407) 291 -2500 LAKE APOPKA NATURAL GAS 1320 S. VINELAND RD. WINTER GARDEN, FL. 34787 PHONE: (407) 656 -2734 SHEET#DESCRIPTION C000 COVER SHEET EXISTING BOUNDARY SURVEY TRACK SKETCH AND DESCRIPTION C003 MASTER PLAN C003A TREE REMOVAL PLAN C004 DRAINAGE PLAN C005 WATER &SEWER PLAN COOSA FORCE MAIN ROUTE COOSB TRUCK PATH C007 GENERAL CONSTRUCTION DETAILS C008 GENERAL CONSTRUCTION DETAILS C009 DUMPSTER ENCLOSURE DETAIL AND ELEVATION CO10 WATER &SEWER DETAILS , coil CONDITIONS OF APPROVAL C012 PUMP STATION DETAILS,PLAN &NOTES C013 CULTEC DETAILS &SPECIFICATIONS C014 CULTEC DETAILS &SPECIFICATIONS L001 LANDSCAPE PLAN L002 LANDSCAPE DETAILS L003 IRRIGATION PLAN L004 IRRIGATION DETAILS LT001 SITE LIGHTING PLAN R001 SITE PLAN &ROAD SURVEY R002 CONCEPTUAL ROAD PLAN &PROFILE R003 CONCEPTUAL ROAD PLAN &PROFILE (CONTINUED) A201 BUILDING ELEVATION A301 BUILDING SECTION 2701 REW CIRCLE, OCOEE, FLORIDA 34761, PHONE: (407) 654 -4646 FAX: (407) 654 -4621, WEB SITE: www.trueengineering.com E -MAIL: True @trueengineering.com k CITY OF IrA 0mr. vi EW 11 APPLICANT /OWNER/DEVELOPER FREEMAN DEVELOPME NT COMPANY, LLC 19544 NCR 33 GROVELAND, FL 34736 PHONE: (352) 429 -9509 WATER &SEWER SERVICES I 1'J is: ENGINEER/ARCHITECT ENGINEERIN &ARCHI'T'ECTURE, INC. 2701 REW CIRCLE OCOEE, FLORID A. 34761 PHONE: (407) 654 -4646 FAX: (407) 654 = 621 ELECTRICAL SERVICES i G,h1L.33733 6291010 I---- Iii131--9 1:1 M SURVEYOR ATLANTIC SURVEYING, INC. STEVEN E. BLANKENSHIP PSM # 5361 525 WEST PLANT STREET WINTER GARDEN, FL 34787 Phone 407 - 656 -4993 GAS SERVICES SHEET INDE I LEGAL DESCRIPTION: xNIV INV EL=118.62 COMMENCE AT THE NE CORNER OF THE NW 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, ry��OF COMMENCEMENT RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST LINE OF THE �x ti RNER OF NW 1/4 „ ^J• 1 18-22-28 NW 1/4 SECTION LINE A DISTANCE OF 323.07 FEET; THENCE S 89 27 38 W A DISTANCE '``��A O FOUND BRASS DISK OF 30.00 FEET FOR THE POINT OF BEGINNING' THENCE RUN SOUTH ALONG THE IO ORWELANGE BOX (�ryp MyD`� I ORANGE COUNTY --�,- O ENGINEERING DEPT. WESTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD, A DISTANCE OF 633.65 FEET, �-� I CERTIFIED CORNER ' " RECORD # 060056 p THENCE RUN WEST A DISTANCE OF 614.79 FEET; THENCE RUN S 00"17 14 W A W DISTANCE OF 20.86 FEET„ THENCE RUN S 89°14' 12 W A DISTANCE OF 176.20 FEET„ �ry� W �i x THENCE RUN N 00 06 50 E A DISTANCE OF 212.34 FEET; THENCE RUN N 08 26 50 E 0 41�o poi ���, A DISTANCE OF 318.92 FEET; THENCE RUN N 05052'50" E A DISTANCE OF 122.76 FEET; �`�� �yyh O CC M THENCE RUN N 89 27 38 E A DISTANCE OF 731.26 FEET TO THE POINT OF BEGINNING. I O � I- I ry ro ,, do UNPL.47TEO ry� ^�ti o iL moo. o' ^ '. x •. ,� x � x S 89.27'3 3' W . )EEDO� x x x ti^ N 89'27 38" E (DEED) �` "ry POINT OF BEGINNING 30.00' \ POINT $, 88.39,3 W IN ^Ibu t x N 88 T9 ;33" E 731.26' ;; �, I FLOOD ZONE LIMITS ) �_ sax ,f _ � BASE FLOOD ELEVATION= 116.0 ti o, `t'�J' nry� I NOTE: FLOOD ZONE AE LIES WITHIN DITCH �- -„ tI I x ^°'' ,� ryo' x l a WEST OF THIS LINE. FLOOD ZONE X LIES �► x �o' x r`; N P EAST AND INCLUDED THE REMAINDER OF t q7 11 o , • o . 9 9 i •1 + o_ : il THE SUBJECT PROPERTY. ►� ' x ft 14• No t • t ' t •12* �,•� + q 'Ley LAJ ry o I �_L I� W �O j x 6 ' t ��00 W LINE NE 1/4 !0 z t' NE 1/4 NW 1/4 o It, t x �I x 18-22-28 / QI t x N Z �h�• 1 A FLOOD ZONE X x iCLS, x , �' ' " o do x ' I x o, x^ t x o ryp0 � ' ' x `CJCl' �► ' •. x N p ' O _o ' �O x - o ' 0 0 ro o' R - i�1, x flu x �. LU - If o x no• t N D1 o ' ^r o Ut/PL.47TE0 z x �' t ' '` ox p p$' t 1\ x x t ^C ryo' x 0 0 10' 12' MR ~J n I Cl* x •.'`Ory .�'`�'� x ��00 cwsrEx tx x x x x x Nry � � h D< ry ` � � �p�• x gyp. ,c x TOP OF BANK ' OBI x O� �ryp x Ile N x a ° ryn • x x � 'IV x x �cb • ~ry x N O O #tro �oy D< o h ykh �x Nryo pro o Lt'� �= o + nryk ••�ry� CONCRETE PvJo p . �y APRON 38' ' 2 ° C ° S 6 A= �� x x '`�� 0 ^�� %K x W x ot- `CXJ' i C7`Jf a z 6h W �LtY W '. 'y W ° } xx W 00 0< 1 Eel rL aITI ' ry°c i R 39 .7' NCO' n• / ICJ" �1XIa i t ° o ° ;�'��ry`y�' ONCRETE ° ' • �`yD` APRON OVERHEAD WIRES + ' x (TYPICAL) o 9 +' N I w ll O o"'-y - r DLO O x x 2t Dry 1 tK x �ryryy �ryx �} x / I O x .0 - x Dc I nryry ay`yA ^� Co 10 .fI; x �ryry1 x z �X �ryry ry ry�h ^; } yDc 0 x x 0 "I CON CONCRETE jl�b �nx 0 x a I m 77 1 ogry K o U 24.0' .: ' 0. Dc N Ld �ryry' \ x ni 1.4' I vD` �y Q I x Dc c., O 0- D< O x x 12.1-STORY o 1vli� � y0 ^�0 `� ( 0 s'o`Z Uj RESIDENCE •.`y '�`y p,9z Mo 18.0''�ryy4� pry x ryP irf x 0 9 "• 12.6' N COVER D O �ry� �1 x H 1 ry�1 o. o• O c Co CRETE,�fV �^�• D<� I w x ry^J ��; / x ,� CONCRETE DRIVEWAY '` x R x ,y I U x x _ ry� FENCE (TYRdCAL) .�`Y�a (6-0' ncLD (y� ry 0 Dc� . '��L 5 ror r`cy�� OF SLOPE x o x N�ryD� ' ry ro , • 0 CI' ryp• , x n �0 ry 1 � x x p0 Cj, x `y f° x x nip i'• t x i o x 0 LouN oJ0 I ^�' o t: �ry o(fr' .yw x n w I ,• x a 1 I �97CID x^ z '` oo `W' ausmt Co9 N .� j Cl. (b' t , poi ` 1 x x � �1p 1 x �ry 0 + • x x 'A ^ '� x � o p o �) S •14'12" W (DEED) , 6'07" W x 776.20' . I �I i1 In 01 r^ O "1 O O `pDctK:1 SURVEYOR'S REPORT: 1. THE SURVEYOR DID NOT PERFORM AN ABSTRACT OF TITLE, THE ABOVE REFERENCED PROPERTY MAY BE SUBJECT TO ADDITIONAL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIONS OF RECORD, IF ANY. 2. LEGAL PROVIDED BY CLIENT. 3. SUBJECT PROPERTY LIES WITHIN ZONEX AND AE (AE IS CONTAINED WITHIN DITCH LYING BELOW THE 116 ELEVATION), ACCORDING TO THE F.I.R.M. MAP #12095CO210 E, DATED 12/6/2000. 4. UNDERGROUND UTILITIES AND/OR IMPROVEMENTS WERE NOT LOCATED EXCEPT AS NOTED. 5. BUILDING TIES SHOULD NOT BE USED TO REESTABLISH BOUNDARY LINES. 6. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF OCOEE-APOPKA RD, AS BEING S00.48'06"E, ASSUMED. NV, x 0 t•• ry,�1 p ° x x x WEST (DEED) S 89'1155" lti x o `�2J' �L6. x I x •. •.�( �`,D Tye I \ ° O oNOK p n °wry ry f ` C x '`ryry� e•o ' • 'o' jt Nry 'D< n`Yk x Nil 1,2� xy aC1 'S• � ryg Fitt NO' o 0 ��yy. nryx y� .�. ,\�yD`' 18" RCP o �x .� o t : ' • ryy6 x ��y �y .\Q �`yb� S INV=121.98 z• °• x 175.5' O•• x•e �Iy ry o x 0 ,• +• tx 0 9 0ry'Rn`y Cd cwX o f 0 N � x� ��y�ro i o ;`vrip x �yy� C ? x °Lt�t>R '`ry '\ " ; .`'1,D` 'tyDc� DIRT D�;IVE " x ro io• N `��J' '" 18 RCP RIb o ce o x + �jD`� N INV=121.77 x + , h tK9S INV= 121.98 q R�' ,l+e� !1 nay x O cw x 110,x t t ?� �y ' N►,o 614.79' ti� l xryry x D ..� �� --1 x x x x dry' p X odl o ° x t s. GB culsmt ` y0. A3 . �� x(y�� k �h 18" RCP x Nry "ry ry:: 6 �, N INV=1211.8 CONCRETE k`y n`y S INV= 121.80 k x I UNPI- 47TE49 ry a \� ;� o .ry°ckryl ryyX Nry� I �ry Date Revisions PLAT OF BOUNDARY SURVEY Section 18, Township 22 South, Range 28 East z 0 O EL 0 zCL Q a 00-1 m �gz �a0 U EL 0 Li 000 Z 0 W < O la- O _j U) LL_ 0 Li 00o a-- o: }. n OU Z LiJ 0of LL � W l = N DO 04 O 0 CL �mz Li Q OQ0 a W 3 0 Z it aOOU Y z=W m LLJ 2 o_ 0 O Of W Q En O: W a_ W z J Q LL_ 0 H Of U) LEGEND: TYPE sli = TREE & SIZE ® = ELECTRIC PULLBOX 04 = BACK FLOW PREVENTER 91 = MITERED END SECTION rx MAILBOX ® = SANITARY MANHOLE ►� = WATER VALVE ® = WATER METER d = SIGN = LIGHT POST = FIRE HYDRANT 501 = FLAT GRATE INLET (D) = DEED 0 WELL 0 LIGHT POLE SET 1/2" IRON ROD & "ASI CAP LB 6915" UTILITY POLE ® TELEPHONE RISER -� GUY WIRE -OHW- OVERHEAD WIRES -BEL - BURIED ELECTRIC LINE -BTL - BURIED TELEPHONE LINE -BTV - BURIED TELEVISION LINE -SAN- BURIED SANITARY LINE -X- FENCE CONC CONCRETE (M) FIELD MEASURED D.O.T. DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP DATE: 2/7/05 SCALE: 1' = 'W. CAL. BY: SEB DRAWN BY: SMO JOB NO. 104225A (ATLANTIC SU�� INC. 525 WEST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 656-4993/FAX (407) 656-4437 LICENSED BUSINESS #6915 STEVEN E. BLANKENSHIP P.S.M. #5361 STATE OF FLORIDA 0 z °o N 88,7 33" E__ 53.98' lk h N� o � W W mot/ �1 O t� N h ;Q lk V r .O N 89'27'38" E (DEED) N 98,T9;33" E 731.26' z hh 0 h N 1 h h POINT OF BEGINNING (TRACT "A") o WEST (DEED) w W S 89'1155" W 514.79' a o S 8826 07" W 128.83' o 3 ¢7.37' S 89'14'12" W (DEED) p S 88;26 07" W 176.20' o Date ( I 11 POINT OF COMMENCEMENT NE CORNER OF NW 1/4 18-22-28 FOUND BRASS DISK IN WELL BOX ORANGE COUNTY ENGINEERING DEPT. CERTIFIED CORNER o RECORD # 060056 W o Z O fN 0 IM W Z POINT OF BEGINNING (TRACT "B") W Ia 1j N 88,39 :33" \ I S 88'39'33" I I 38.11 ' 30.00' y I I I I I I I I I I 1 I Revisions W Z J Q 3 0 k V 39.46' S 89'1155" W LEGAL DESCRIPTION: (TRACT "A") THAT PART OF THE FOLLOWING DESCRIBED PROPERTY: "COMMENCE AT THE NE CORNER OF THE NW 1 /4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST LINE OF THE NW 1 /4 SECTION LINE A DISTANCE OF 323.07 FEET; THENCE S 89° 27'38" W A DISTANCE OF 30.00 FEET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH ALONG THE WESTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD, A ti O DISTANCE OF 633.65 FEET, THENCE RUN WEST A DISTANCE OF 614.79 FEET; THENCE !RQ RUN S 00°17'14" W A DISTANCE OF 20.86 FEET; THENCE RUN S 89°14'12" W A DISTANCE OF 176.20 FEET; THENCE RUN N 00°06'50" E A DISTANCE OF 212.34 z� FEET; THENCE RUN N 08°26'50" E A DISTANCE OF 318.92 FEET; THENCE RUN N 05°52'50" E A DISTANCE OF 122.76 FEET; THENCE RUN N 89°2738" E A DISTANCE OF 731.26 FEET TO THE POINT OF BEGINNING." BEING MORE PARTICULARLY 000 `` DESCRIBED AS FOLLOWS: z 0° gZ COMMENCE AT THE NE CORNER OF THE NW 1 /4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST WQ W LINE OF THE NW 1 /4 SECTION LINE A DISTANCE OF 323.07 FEET; THENCE S 88° o W z 39'33" W A DISTANCE OF 30.00 FEET; THENCE RUN S 00°48'06" E ALONG THE Qo WESTERLY EXISTING RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD, A DISTANCE OF _�0 633.59 FEET, THENCE RUN S 89°11'55" W A DISTANCE OF 614.79 FEET; THENCE �0N RUN S 00°30'51" E A DISTANCE OF 20.86 FEET; THENCE RUN S 88°26'07" W A aL� DISTANCE OF 128.83 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S Qr0 88026'07 W A DISTANCE OF 47.37 FEET; THENCE RUN N 00*41'15" W A DISTANCE �a� OF 212.34 FEET; THENCE RUN N 07°38'45" E A DISTANCE OF 318.92 FEET; "8" THENCE RUN N 05°04'45" E A DISTANCE OF 122.76 FEET; THENCE RUN N 89°39'33" ` o 04 E A DISTANCE OF 53.98 FEET; THENCE RUN S 06*27'15" W A DISTANCE OF 263.47 EL Fxmz w FEET; THENCE RUN S 08°06'35" W A DISTANCE OF 140.77 FEET; THENCE RUN S oQo 05008'55" W A DISTANCE OF 50.18 FEET; THENCE RUN S 02°44'53" W A DISTANCE WU-o - OF 51.10 FEET; THENCE RUN S 00°21'39" W A DISTANCE OF 148.48 FEET TO THE woo o POINT OF BEGINNING. z z o- Oa] wQ g CONTAINING 0.773 ACRES, MORE OR LESS. a_ 0 Q 0 Df w V of w a_ w z J Q l.L O N C9 LEGAL DESCRIPTION: (TRACT "B" THAT PART OF THE FOLLOWING DESCRIBED PROPERTY: "COMMENCE AT THE NE CORNER OF THE NW 1 /4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST LINE OF THE NW 1 /4 SECTION LINE A DISTANCE OF 323.07 FEET; THENCE S 89° 27'38" W A DISTANCE OF 30.00 FEET FOR THE POINT OF BEGINNING; THENCE RUN SOUTH ALONG THE WESTERLY RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD, A DISTANCE OF 633.65 FEET, THENCE RUN WEST A DISTANCE OF 614.79 FEET; THENCE RUN S 00°17'14" W A DISTANCE OF 20.86 FEET; THENCE RUN S 89°14'12" W A DISTANCE OF 176.20 FEET; THENCE RUN N 00°06'50" E A DISTANCE OF 212.34 FEET; THENCE RUN N 08°26'50" E A DISTANCE OF 318.92 FEET; THENCE RUN N 05°52'50" E A DISTANCE OF 122.76 FEET; THENCE RUN N 89°27'38" E A DISTANCE OF 731.26 FEET TO THE POINT OF BEGINNING." BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NE CORNER OF THE NW 1 /4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST LINE OF THE NW 1 /4 SECTION LINE A DISTANCE OF 323.07 FEET; THENCE S 89°39'33" W A DISTANCE OF 30.00 FEET FOR THE POINT OF BEGINNING; THENCE RUN S 00°48'06" E ALONG THE WESTERLY EXISTING RIGHT OF WAY LINE OF OCOEE-APOPKA ROAD, A DISTANCE OF 633.59 FEET, THENCE RUN S 89° 1 1'55" W A DISTANCE OF 39.46 FEET; THENCE RUN N 00°40'47" W A DISTANCE OF 633.23 FEET; THENCE RUN N 89°39'33" E A DISTANCE OF 38.11 FEET TO THE POINT OF BEGINNING. CONTAINING 0.564 ACRES, MORE OR LESS. SKETCH AND DESCRIPTION Section 18, Township 22 South, Range 28 East DATE: 8/24/07 SCALE: 1" CAL. BY: SEB DRAWN BY: SMO JOB NO. 1042258 1_0*0 (ATLANTIC SURVEYING., INC.) 525 WEST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) LICENSED3BUSINESS 7 37 #6915 STEVEN E. BLANKENSHIP P.S.M. #5361 STATE OF FLORIDA K J I I 9 IF N P.4 7 Q on T 11 14 15 OPEN SPACE AREA CALCULATIONS FOR FREEMAN COMMERCE PARK (10.64 ACRES) REQUIREMENTS PER CITY OF OCOEE MAX. BUILDING COVERAGE = 50% MAX. IMPERVIOUS SPACE = 70% BUILDING AREA (FOOT PRINT) _ PAVEMENT AREAS= TOTAL IMPERVIOUS AREA = LANDSCAPED /GREEN SPACE AREA = TOTAL SITE AREA = 13 153,320 SQ.FT.3.52 AC)33.08 %) 170,968 SQ.FT.3.92 AC)36.89 %) 324,288 SQ.FT.7.44 AC)69.96 %) 139,215 SQ.FT.3.20 AC)30.04 %) 463,503 SQ.FT.10.64 AC)(100.00 %) NOTES: 1. ANY EXISTING OVERHEAD POWER LINES ALONG OCOEE- APOPKA ROAD SHALL BE REMOVED OR RELOCATED UNDERGROUND. 2. BIKE RACKS SHALL BE PROVIDED AT THE MAIN ENTRANCES OF EACH BUILDING. 3. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF MOUNTED ON BUILDING THEN THE SAME COLOR OF THE BUILDING WILL APPLY. DEVELOPMENT SCHEDULE 0 w 117 PAM. ...mill. ` . . I WO Ism LOA IM2 , ` ® iii , - -- e '' IS 1' % © a VEI lomm 1 F ® a.r a ' ' i i ' _ •.1 coon= oomm ki toItwo - : • Iii /.0 lag ena!"' ' E ..e,® .nom. ./ all - 1 E` v : w 1 "1' I 1 1 DEDICATED RIGHT OF WAY ER CITY DEVELOPMENT A13REEMENTS NEW PROPERTY LINE I INSTALL STOP SIGN (TYP.) SEE DETAIL ON SHEET C007) I 12 BUILDING NUMBER GROSS BUILDING AREA (SF) NUMBER OF UNITS (SF)UNIT ARE (SF) UNIT DIMENSION V) X (D) A -1 16,940 SF 4 4,180 & 4,400 38'X 110'& 40'X 110' A -2 16,720 SF 4 4,180 38'X 110' A -3 16,940 SF 4 4,180 & 4,400 38'X 110'& 40'X 110' B -1 17,480 SF 4 4,370 38'X 115' B -2 17,480 SF 4 4,370 38'X 115' C -1 16,940 SF 4 4,180 & 4,400 38'X 110'& 40'X 110' C -2 16,940 SF 4 4,180 & 4,400 38'X 110' & 40'X 110' D -1 16,940 SF 4 4,180 & 4,400 38'X 110' & 40'X 110' D -2 16,940 SF 4 4,180 & 4,400 38'X 110' & 40'X 110' TOTAL 153,320 SF 36 CHECKED BY: GENERAL PURPOSE. : I I 58'_ • PEDESTRIAN SEATING AREA ALONG OCOEE- APOPKA ROAD INSTALL 5' SIDEWALK CONNECTION TO PUBLIC SIDEWALK I I ADJACENT PROPERTIES ZONING: 0 NORTH EAST SIDE: A -1 Cq ADJACENT PROPERTIES EXISTING LAND USES: NORTH EAST SIDE: MORTUARY d Y PARKING: OFFICE PARKING SITE PLAN (CONT): THE PURPOSE OF THIS DEVELOPMENT IS TO CONSTRUCT ONE STORY OFFICE / WAREHOUSE 0 m REQUIRED: PER ARTICLE VI SECTION 6- 4G(5). OFFICE BUILDING: I h UTILITIES: a SPACE PER 300SF OF GROSS FLOOR AREA USED FOR OFFICE ORINSTALLCROSSACCESSEASEMENT 50'102'CENTRAL WATER AND SANITARY SEWER TO BE PROVIDED o SIMILAR PURPOSES. I GROSS FLOOR AREA = 153,320 SFIw 20% OFFICE SPACE PER UNIT 49' K " 20% X 153,320 SF = 30,664 SF No. I a 30,664/300 =102 OFFICE PARKING WATER: Kai AND TRASH CAN (IYP.)W DATE: AUGUST 24, 2007 REAR:10'123'DESIGN SHALL COMPLY WITH THE CITY OF OCOEE UTILITIES DEPARTMENT. BIKE RACK (TYP)PROVIDED: OFFICE PARKING (9'X20') =102 ATG I (SEE DETAIL ON SHEET 0006) JRP CHECKED BY: PROPOSED ZONING: 1 -1 DOUBLE FACE MONUMENT SIGN 0 25'25' IN ACCORDANCE WITH CITY OF OM ARTICLE A SECTION F-X:WAREHOUSE PARKING HOUSE) I = 437 OCOEE FL REQUIRED: PER ARTICLE VI SECTION 6- 4G(7). WHOLESALE AND SEWER: DISPOSAL OF SEWAGE EFFLUENT DESIGN SHALL COMPLY INSTALL 5 SIDEWALK PROPOSED LAND USE: INDUSTRIAL MANUFACTORING: 1 SPACE FOR EACH OF THE FIRST 25 EMPLOYEES I OF THE MAJOR SHIFT, PLUS ONE SPACE FOR EACH 1.5 ADDITIONAL FORCE MAIN. GROSS SITE AREA: 488,066 SQ.FT. (11.2 ACRES) EMPLOYEES OF THE MAJOR SHIFT. I ADJACENT PROPERTIES ZONING: 80 % WAREHOUSE SPACE PER UNIT GROSS SITE AREA AFTER 72' FROM CENTER LINE NEW RIGHTWAY: 463,503 SF (10.64) EAST SIDE: A -1 I ADJACENT PROPERTIES EXISTING LAND USES:PROPOSED TOTAL NUMBER OF EMPLOYEES =122 I EAST SIDE: NON AGRICULTURAL 1 SPACE FOR THE FIRST 25 EMPLOYEES = 25 SPACES FOR 25 STORMWATER DRAINAGE TREATMENT AND STORAGE IS I EMPLOYEES H. PARKING SIGN (n?.) 1 SPACE FOR EACH 1.5 ADDITIONAL EMPLOYEES =146 SPACES FOR SYSTEM REQUIREMENTS. BUILDING HEIGHT: 97 EMPLOYEES. p,I H.C. RAMPS(121 MAX)(TYP.)TOTAL WAREHOUSE PARKING =171 MAXIMUM ALLOWABLE BUILDING HEIGHT: 35 FEET FOOT INDEX NO. 304 g LI FLOOD MAP:j PROPOSED BUILDING HEIGHT: 31 FEET I NECTSON TOBLIC SIDEWALK.PROVIDED: WAREHOUSE PARKING (9'X20') =135 W I F IbOD INSURANCE RATE WAREHOUSE DEDICATED DRIVEWAYS = 36 o M RCS 0 4 FLOOR AREA RATIO (F.A.R.): HANDICAPP PARKINGi PARK BUILDING GROSS AREA: 153,320 SF 4so OCOEE APOPKA REQUIRED: I SPACE PER 25 SPACES WA 99 SF . I SOIL TYPES: 102 OFFICE + 135 WAREHOUSE SPACES = 237 _ GROSS SITE AREA: 463,503 SF (10.64 ACRES) I 237/25 =10 HADICAPPED SPACES 141 H 11 I PROVIDED: HANDICAPPED (12120) =10 I LOADING PARKING I PROPOSED F.A.R.: 153,320 / 463,503 = 0.33 REQUIRED: PER ARTICLE VI SECTION 6- 4H(5)B. THE NUMBER OF LANDSCAPE & OPEN SPACE: LIFT STATION OFF- STREET LOADING BERTHS REQUIRED BY THIS SECTION SHALL MONUMENT IDENT°ICAITON WALL THE CITY OF OCOEE. SIGN ELEVATION I SIGN BE CONSIDERED AS THE ABSOLUTE MINIMUM, AND THE DEVELOPER SHALL EVALUATE HIS OWN NEEDS TO DETERMINE IF _ I B. MINIMUM OPEN SPACE OF 30% IS REQUIRED BY THE THEY ARE GREATER THAN THE MINIMUM SPECIFIED BY THISINSTALLSTOPDAR (TYP.) SEE DETAIL ON SHETT SECTION. THE NUMBER OF OFF- STREET LOADING REQUIREMENTS SHALL BE AS FOLLOWES: AGGREGATE GROSS FLOOR AREA OF OVER 120,000 SF BUT NOT OVER 200,000 SF = 4IH.C. RAMPS (121 MAX)TYP.) BRICK RED TRUNCATED DOMEWARNING SURFACE PER MOT INDEX NO. 304 I PROVIDED: LOADING (12125) =18 TOTAL PARKING PROVIDED = 301 SPACES GENERAL PURPOSE. : Call 2 full business days before • d h F 7 It's the law! 18001432-4770 www.callsunshine.com SITE PLAN: PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA SITE PLAN (CONT): THE PURPOSE OF THIS DEVELOPMENT IS TO CONSTRUCT ONE STORY OFFICE / WAREHOUSE SETBACKS:REQUIRED:PROPOSED:UTILITIES: FRONT:50'102'CENTRAL WATER AND SANITARY SEWER TO BE PROVIDED BY CITY OF OCOEE UTILITIES. BUILDINGS AND ASSOCIATED PARKING AND STORMWATER FACILITIES. NORTH SIDE:20'49' B. SITE PLAN: No. SOUTH SIDE:10'55'WATER: ARCHITECTURAL BS DATE: AUGUST 24, 2007 REAR:10'123'DESIGN SHALL COMPLY WITH THE CITY OF OCOEE UTILITIES DEPARTMENT. CURRENT ZONING: 1 -1 SHEET No: C LANDSCAPING ATG DRAWN BY:JRP CHECKED BY: PROPOSED ZONING: 1 -1 APPROVED BY: FRONT BUFFER:25'25' EXISTING LAND USE: VACANT (MOSTLY W /ONE STORY HOUSE)SITE ADDRESS: 450 SR 437 OCOEE FL SEWER: DISPOSAL OF SEWAGE EFFLUENT DESIGN SHALL COMPLY WITH THE CITY OF OCOEE UTILITIES PROPOSED LAND USE: INDUSTRIAL REQIREMENTS. SEWAGE SHALL CONNECT TO THE EXISTING FORCE MAIN. GROSS SITE AREA: 488,066 SQ.FT. (11.2 ACRES) GROSS SITE AREA AFTER 72' FROM CENTER LINE NEW RIGHTWAY: 463,503 SF (10.64)STORM DRAINAGE: BUILDING GROSS AREA: 153,320 SF STORMWATER DRAINAGE TREATMENT AND STORAGE IS TO BE PROVIDED ON -SITE ACCORDING TO SJRWMD AND CITY OF OCOEE STORMWATER MANAGEMENT SYSTEM REQUIREMENTS. BUILDING HEIGHT: MAXIMUM ALLOWABLE BUILDING HEIGHT: 35 FEET g LI FLOOD MAP:j PROPOSED BUILDING HEIGHT: 31 FEET THIS PROPERTY IS IN FLOOD ZONE AE & X, PER F.E.M.A.F IbOD INSURANCE RATE M RCS MAP COMMUNITY PANEL NO:12095CO210 FLOOR AREA RATIO (F.A.R.):PARK BUILDING GROSS AREA: 153,320 SF 4so OCOEE APOPKA WA 99 SF .SOIL TYPES: GROSS SITE AREA: 463,503 SF (10.64 ACRES)141 H 11 WABASSO FINE SAND & ZOLFO FINE SAND MAXIMUM F.A.R.: 3.0 PROPOSED F.A.R.: 153,320 / 463,503 = 0.33 LANDSCAPE & OPEN SPACE: LIFT STATION MONUMENT A. LANDSCAPING SHALL MEET ALL REQUIREMENTS OF THE CITY OF OCOEE. SIGN ELEVATION SIGN ELEVATION SCALE: 1 8" = 1'SCALE: 3/32" = 1'B. MINIMUM OPEN SPACE OF 30% IS REQUIRED BY THE CITY OF OCOEE. 14 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3 4761 PHONE 407 654 - 4646 FAX 407 654 - 4621 WEB SITE* lm TRUE EMAIL* true@trueengineering.com Call 2 full business days before • d h F 7 It's the law! 18001432-4770 www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AAIR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.DATE:REVISION / SUBMISSIONS SKEET NAME: MASTER PLAN 0 COPYRIGHT 2M7, TRUE ENGINEERING & ARCHREC[URE, INC. DESIGNERHEMY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HERM. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FORUSE ON, AND N CONNECTION WITH TITE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARENDT TO BE REPRODUCED, CHANGED ORCOPIED IN ANY FORM ORMANNERWHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGNEHRSING& ARCHITECfTURE, INC. NORARETHEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. - ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: 1" = SO' CIVIL SLR PROJECTNo: 04- 024.00 INTERIOR BS SHEET No: C LANDSCAPING ATG DRAWN BY:JRP CHECKED BY:SLR APPROVED BY:ATG K J 111 G F E c C 11 1 2 3 4 / ZS 7 1V 11 1G 1J 1't 1J IA i I - H - m F III - D Ef ff. m 1 2 3 4 5 6 7 8 9 10 * . 11 . 12 13 14 - - 15 1 1 i ___r_ 1 1 1 1 1 1 I i 1 1 1 TRUE. NOTES: t t ENGINEERING & ARCHITECTURE, INC. . . 2 70' REW CIRCLE OCOEE, FLORIDA 3476, INSTALLATION SPECIFICATIONS:. 1. REMOVE ONLY TREES SPECIFICALLY TAGGED BY THE ENGINEER. K PHONE 407654-4646 FAX 407654-4621 2. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY TREES THAT ARE TO WEB SITE: Wwu'-TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com NOTE: EITHER WOOD BARRICADE ,OR RIBBON BARRICADE MAY BE USED. REMAIN. . . 3. ROOTS GREATER THAN 1" DIAM. SHALL NOT BE CUT UNLESS OTHERWISE APPROVED BY THE MINIMUM HEIGHT OF HORIZONTAL COMPONENTS SHALL BE 3' ABOVE GRADE. I ENGINEER. � ! � � - E � i 4. ROOTS OF DIAM. OR LARGER THAT NEED TO BE CUT SHALL BE CUT CLEANLY AND A. UPRIGHTS SHALL BE LINKED BY TWO COURSES OF MIN. 1/2" DIA. HORIZONTAL RIBBONING COVEREDWITH' SOIL AS SOON AS POSSIBLE TO REDUCE DEHYDRATION. B. ROPE, OR CHAIN OR 1"X2" WOOD AT THE TOP AND 12" BELOW THE TOP. FLAG EACH SECTION WITH YELOW PLASTIC TAPE. r 5. NO GRADE; SHALL BE MADE WITHIN THE MINIMUM UNDISTURBED AREA OF A C. UPRIGHTS SHALL BE SPACED AT NO MORE THAN 6" INTERVALS AND OUTSIDE OF THE TREE DRIPLINE. . ' RETAINED, INEE, WITHOUT PRIOR APPROVAL OF DESIGNATED OFFICIAL. i D. UPRIGHTS SHALL BE NO LESS THAN & IL STABLE. (MIN.) 2"X2" LUMBER OR 2" O.D. (MIN.) GALVINZED PIPE. GROUND MIN. 3" UNTIL 1 6. WOOD BA4RIER OR RIBBON BARRIER SHALL BE CONSTRUCTED WHEN CALLED FOR ON PLANS �1. 1 I k ** . . . ...�* .... ^ " . . ' """'*'*' .. " ...... .... . . - .......... 1��........--i- ........... . I . ........ �:1:I :.:_:*'. : �, 71t :....... :.:_*..:.-.....:.:_*"..:.......:.:_"..:-4......:.:'.."-..... . o..- .- ..... * " *. ... .. .......... Z ... _.... ..... * 1 '* .. .. ...... .1 '** - - 1 ... . ..... . . I . . . . .. . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . �........... .... . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ** ..' --j ............ -.-.,. .-.-.-.-.-. ."'1c-:-:- I I ........ _ ..... QC::::�:::::::::.:: ::4:::'.p��::-%-:.:.:_:-:-: �-'�:� . . . . . . � . . . . - - - - - . :..*J*.'.*.*.'..' . ' . . . ....... .... ........ : ............ .'..*�*...'...'.'... " , .: :,- -'I- *:::*-:: ` ... . . . . . i .*-...x .. ..'.' ......,.. I. ix i . . . '..............'..,. *-*-X......v.. ...... .. ...... ..' ..' ... N'..*.::I::::::-:::::::"*--,*"*-*.*,-'- .... .. � ..... � . . . . . . . . . � .. ...... .... -'.- * *' - *..*.,:.":.*-*.*: x .. . ' .. .. .. .. .: ' . . ' ............. . . k:�-.�............�...,.........".. . . . . . . . . . . . . . I... ...... . . � . . -.-,-.-. . . .:::::.. .............'-*V-' ... * *..*.,., %'.. " . . I . ... .... � :.f:.: * P................ _ �'-..* %""., ...6... ;... I ........... _.. ::, .. .. ...'.' .. ... .... " -�-:- ...... ..... . . . . . - . . -,V.:- .......... . . . . .- .. . . . . . . .+ �:: . . T* :...'::':.:::.:::::::::..::: . . . . . . . . . . . . . ......_.:.. . . � ,*** i.::*i,...*-".-..-,*...:-*.-I:'-. .. ... ............ 0. . ..' .:.:.:.: .:-:-:-:-**::: . .%`...........v.. ... ..'..' ...' ' . ,.... ..... ._ _ . ...... .. .... ..... ...... . _ ...". .' .. .... ..... ..... � 4:'..%'.'".'.'..*.* ......... I ....... :.7........'.'... ........'.., .. " .. ... I... ......... . I ) ' I::,- ...... ... � ....................... �_.��*_*-'-*_"_*_..v..x m........: .... _.... --.�..*..-..-X-�-:::::: . ..... ........ I ... . :.I-: ** " ..... ........ _ 1. I ...... I ..... ................. ... I ....... .. ........ . :::::::T:'.*............6 ....... . , ..... N OR AS DIRECT D BY ENGINEER. BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL REMOVAL IS DIRECTED BY fHE ENGINEER. - I - . 7. COST OF ALL TREE BARRICADES SHALL BE INCLUDED IN GRADING. I . 8. NO STRUCK RUNE OR IMPERVIOUS PAVEMENT SHALL BE LOCATED WITHIN SIX (6) FEET OF ANY . ii SMALL O� MEDIUM TREE(S) OR WITHIN TEN (10) FEET OF ANY LARGE TREE(S). 9. STOCKPILED MATERIALS OR UNNECESSARY VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY TRE'--- ROOT SYSTEM. I 10. LANDSCAP I E PREPARATION SHALL BE LIMITED TO SHALLOW DISCING OF PROTECTED AREA. i 11. PROTECTED TREES REQUIRING PERMITS WHICH DIE OR ARE KILLED DURING DEVELOPMENT � . I SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR BY NO FEWER THAN FOUR SMALL/ I � NON-JUVENILEii TREES OR ONE MEDIUM TREE AS DETERMINED BY THE PLANNING DEPARTMENT. ' 12. NO ATTACHMENTS OR WIRES OTHER THAN THOSE OF A PROTECTIVE OR NON- DAMAGING , i NATURE SHALL BE ATTACHED TO ANY TREE DURING CONSTRUCTION. I . Z I x . j )% I . , .... �11. . ,.1 .. � I ' * ----- I .. I ..... ...... ........... : ... ... 4q_ '' . I - . .... * I . ....... ,.,. '-� � . "w1'.*.*....A.% ............ �:.:-:P-mm.-......,!".,.,..-.--::--'"""':: : � . .?--.-,-.-.I!�.-.-.,.........-.,-.-.-... "'. ... � ...... � ............... .... ...............'..'. .:.� .... ... . . * , . � m . 9 * '. .'. .:. . .................................................. . . ... xwx .�e :J!�:-:-.-.'-.-.-.-''- - - - - . . . . . , ........................... � .......................................................... - . . . . . ............ � . .* * - * I I .....:.:.:.... . � .... � ............. � ................. � .... � � - - ...... ...... ... I .... � ...... '. '..'� ....................... I 'v!pr'-:-*-.."*I.-.-:-- -.-.-.��--.-........-,...-.--.----.-.-- -I . . . . . * . . . . . . . . . . . . . . . . .. ... , 40 . .. ... .. ... ...... ... . . . ... ' . I ..:: :.:::.... . . . . I . . .'... . . . . . . . I ......... � ... 1. .. . . . . ..1 ....... �_' I �D 401 ' � - 40 ONE WAY ACCESS ROAD -10. I I ...: ::-.. .. .. a � ... ':.. % I . 40 .'......... .. I * *.::..-' , ..... '..'.'.' " *-':*':* :.' - 15- �' . - .4- . :.,- -:. -: . - - *: I . . _.... ' _ 0 .0 M .......... .................... -'- R-0,..'. . I I ......................... :. s : 0 ......... :-:-:-: .... * .... � "I ';_'.'.'.".*.*. . . . .......... . . .'...,..1'. ... I . . :. . ............ '_' .... ....' .... I* ... : . V'_'... :;:. . . - ................ I .... ... . ..*. . . .'' .....'."'.*.*. :: . %.' '.. �_ . 4: ....... , .• ... I ` I• , .. � m �* ........� ... ....... ... X....'..... ...' ..' - . .: .. _...................'._. ... - - -:-:-:-N 1 X. ... . .... .. .:,: ". .-f: ... .' ..... : I .................. . i ......,I,. . . ... I I E -1 ........ .. - . ...... .........,.*.*...,....,..,....."......;' _. -:-:-:- . ....... . ... : ::. . ::C.. . I I �_� . .... ... I , �D ...':... ....i ..... . .... ' * ' I ................ . ........ . . . ........'...'... 0'�D Z. - �D :*1'1'***'... ...0 . . .... I .......... - ' . . ' I I .......... - - . ' X/ ................... a ......... - ...... . ..... . ................. ...... ... : . ....... ... �D .........'...... . ......... I. .... :..... .... I ...... I ........ I . - I _ ......... (.D . 0 O.......-...'.-.*.��' :::::::::,:*'...... " .. L' I ..%*.'.'.'."'.'.. ::"*,. . --- . z ............ I f - ........... ::**..,. .: - ... .......' ... � (D e �D I N/--� -,---, :..,., %,. - I ....................... Lo'_' t" Qi- .........%........ 1 _� l--, 11 wzi_ c ...,.,:, 1 *, I ... C"4 1 r- - (o ---, LL_ LL_ o 11 .... : ... .%...................: LL_ - 0)1, Lt- I I LL_ I I 0 Cf)' 0 0 :.%%%*-� - :*-.�'X�;::;:! I ' --*' . ..' . - $1 I -:..:::,.:: ..' . . : . .. . I L, I I ...........'... 00 ' ......... . 11 - W 0 ........... . ............ 0 0 0 0 cn (f) :.::::::::::: *'. - ....................". - cn - U) - U) 0 U-5 V) m V) cf) co . . .....................:_ - - - W T� - - - � - - - - ::::: 4 f . ., . .'-'� . .... ... . . . .................. 0 0 0 0 - I V.11 ".. .... 0 0 Lj 0 0 1: ..]: '11V - ' " ' L'i LLJ ......, �: ' * ............ 00, DO C-) 00 0 ........ ��.- = LLI 0 LLJ 00 woo Lij I.-Ii 'Do L'i 0 Do (p ..... 00 00 GO 00 . I ..................... F- F [-- 0 F F_ �- - FI-i *'**,*",. 7' ':::-�* I .. .. - . , - . ". '::::.>E.-.-.- - U - 5 4- :-:-:-:::: ", . x .......'.......... �- "�- F_ - �D I- - - - - - - - - - - - - . ' ................ - - ... .. 0 ............ ::) , V .... '..'...X...'..�.' '�: I I ......... . I ... I ... .. -, I :..'........._.......... ('� -.-.-.-.-. - '... *.*.'� - , I w 1. .....................- - i .......... � - -1 .::*::. . .. .. 0 - .......... . 0 - , "�'%-:::;'�' I < " ' ................ C! I ..... � I ...... :::::. ........ Q . I ... .. �-.-:-:-:`.'� " . .......... I (L . _'..........".......:_: '_ '.J'-.....-! I I . . . . . . . . . . . . . . . . . . . . . . . - . , . ...... :-'-f: I ........... *' -***** � I . .......... _ " - L *.'.'.* - - i- - - - '***' *0 - . -'---.--...--- I I 1: . I . ...... � . .;' :.x-.-. _ ... 1. � . . . . . . . . . :. LA . I ... . . . . . . . . . - .r . . . . . . . . ..' '.' '. . . � . . . . � ' . ' . * •. * I '* . ' . * . . . . . I . . . . � . - - - - -- - m .*.%*.'.'. . � .* ... �� � . . . . . . . .. mo �.-----.. -1 .:* *.- -:-:.:.:.:.:. . ..' .' I � . . . . . . . I I . . . . ►. . . - . ._.. _:-Xf.�." � ...*..". I . .. . I .... . . . . . *.'.'.-;-.-x-_------.---i" '.!� .... .• .............. _.. - 10 X. . * ......•. I y I ........... 'Ff--'.'*.-.-..! Q'-Vi�r* *-.':.-:':.-**'. "...'..".- nm.. m i .... .... i'j'? . ... ! .. ....! ... ..... � . ... ............ - *.'.%'.'1 ... 1. '. ... � � .. . .........'...:.:.:.:.:.:.:.: ...... ... . T . ... I I I..;:. _;. '' " .......... , ' 0 .::::::::::::::::::::::V.:.-.:...:.:.:.:. 02'...• - , ..... .... ... "..:' - - � • - .. .'. *'. .;.'.'� �� .' -,---f'.*' � .. ........... ........ _'. .. .' Ww '... ...� I .. * t *.' �' , , " A-.*,. .... . I ....... � .. ". , . . ,:' :'�. ' �' t .N[I , - . 0 1 . I I �. ... " �.. " I _ _... . :. *' . " . ''' 111111111 -1.: ............ .. .. 1�11 .. . '. . . .;.!,.:., '..; -;':..:!:..':'r't' .�'f..�. . _ . :-,. . * :�",' .4--)", . I . 1. ' .:: � ". -I _� 'A � . -.� .. 11 - I 1. . . - . .' - - - - - I CO . - ;..:111 -1. ' , .:* . '' 1 * ..' , -I:_.:,. I _"" I - � TFFF __ ,". - - - - - _�_"�_�_ .-.-.-..-.- .: .... _p.. .".'.'..*.' . .........:*A'- 1 'h I ... . * I .,. �...... .............:._ -, � ......,'........' I . .... T� . . . . . . . . . . . . . . . . � ..... , . , I.........1- - -I ' '' I .b I �`� sj � I I I I ... ;u ___ " - . . T IF . ' ", . ' - - :__ I ... .....P. t L � I . . I o- - � I' I (F1 _............ ` I o . .I.... . ........, .." D �"__�...'...1 8 = o.. 1. D It m, . ... ...... .. ..... .. -1 ... - . :: ... ... _.... ___ ... .'i'. *1 I A .. " 5 �.. .,.,.* ... :-:.,.,J- - : ..... ........... .........%..� ....... .. .... _. .:-:-:-* * * * .. : : . *1 1A...... .. 9� ;; .:,.:.:, ........... c I ... ... ... :* ::, :::-: ..-is.� I A _ \ I------ - __71 -.----- 10 .-.-.-.-.--- .-.-.. - 16 .*.'.*.*..*I I ,Lis-j .... ,.. _. .... , x ::. ....... ........ - ..........:::"'.- w 7:., * I ....... _............. : ..T... - � - ... .... ..... -- .1 - - , J. _= _ -, ....... a I I L - 1:J-1 JJJJJJR.'�.. '. - ... I 7. I. __ ....... EL --- -'A,' . .. 1 7 . � ".."... �! :' ' , . _. ,_--, ':"',',.�.-,'.'':�:. . . �_7-- ..1. .. .. - - . I I " . . , '. . -, -, I ' . " :_:_:_:-:-:_:_:. 1'. . ............ ...... .... ::::::: 1 . . Lu - �`t -1, : . , .. '_ - * ... * . " .. .:i ..::::::::::::::::-\Ivf:::*-,-*.,-*-*. - - -,-*.*-* .. n8, : I � I * _ . - ..*� ... :.. I ." ......... �'. .4, -.*.*.,.* ,.*.,.*.*.; I .1 . .. .... * .9.*4;.,. -' - . I : - --:.:-:-:- ....... ....... . . -*.*.* *'..' . ._.... ........ �W� -*,*,*, ........................... - : :,:-:::: : I ..... ' ' ................... **- -. ..' K�I .............................................................. ................. .:,**"'*'*",**'* . ..... : � - ' -:-:-: . I z ... a....... .................,.,.....,.......�. ' .*.'.*.-. , ................... �................................... ..' I ...... �................................... - ... . � ..... . n ... ........................ ..........................................................,. " *..'...... '.. *111, ...... ..' . . * �� b-'*"'**** V -_--:-* I � - I � �A. ".* . .. FT --Q.................. I . D '*'** ................ ... ....... . . . ..... ......... X - I, . .............. .... ..................'.. *'%....... ................. � .... %..............'...... I .... � ............. .• ........ . . ......................... .................... . ........ .,................................:..'� . ..... 'I - I ............... - ........... 1b, � ....... .................... . ........ - . .. =77-7- ........ I ....... ......................... � ........' ........................................... .. ....... " R - - . . ..................... &**w****w*v *:''-, � . .. ..... *.::." I . .. ..... . . ...... : - ................ ... . IF:-:-:-:-:-: ..*.'.'.*.'.. '..... ...............j., I '% I I ..... � ....... �: 4 ........� t .:-: -Q-0) .,.*.*.,.*. ...... ....- ............ r1l ....... - . ....... .. >9 . ....... .. ...... . ....... . L1_ '.........�... ::;::� I ' " "* .......%. �............ ...... I I 0 : I......,.,.... ....:_ ... .... :.'.'.%'.'.' :.*. :.' ..................' ,........,. :::, I � . . . . . . . . ... '.'.',.'.'.'. 'A . . - I I . . . � I . . . . .. . . . . . . . . . . : c' .1 SUITE 108 (D "" I , .. SUITE 108 .. .; . .. ...... .... § I �_ - ... � *I ' �' I .. . '' .. " -'.�' SUITE 108 1. ... I ... : = . cr ..� ;," - 1, I aL (4,3 7 0 S F) .' I ... (4,400 SF) . '�'� "":. ' I .*.*.'.'.*.'.: I - 0 P ........ .:.:.:-:.:.: I.." - : � ...... � :11; I 111. !'.:........... (4,400 SIT) .'.. '.'.*."......:...1. I x ' I . " . I __' : - - I. ..........: . �. '..'... I . � .... .1... . ..4 . . . . . . I ............. ".%'.....% Q 11 ." I : �.* 101 ��d �.�";-'�-'_-_-_-_' '-.e__.-!_i__:_.-_ I - 7 . z I i ...� "f; ."* * , . . 4 ""-*, i--�,_ ="' t . ... -'.:--_.'.�..'4' .� I... . k'... . -'. I ........ . . ... .'., I SUITE 107 ��_ . . . . � SUITE 107 .*"*,--I . . I . .. 'X-4, 1 �............� - "I . * .*.*.*.,.. �.....: SUITE 107 ...... .......... - * ...... � .I., ,-.----, - - -.- 1 ....... .. ::::::� X. ... _.........':_' * ...... � . I . (4,180 SF) ::::...*.*.*7 :-...*.*. . .... I., I..,........., ... ...... *4 x .�....... -.....-.-:::": I ....... , ---*, , .*., '' .......'........' . (4,370 SF) . '. . .... '. '�....'......' '-* ' - ... * , ' , * * ' * ' .. . . _.......,'.. (4,180 SF) .'.' I . � - � .. --- .. . I . :: t'... - I., .... .."... ..'...".... : .1 _!_:_:-:_w:.1.' I .: .. . ...... *".*.*.,.*. I X � .. . . ... *....- ...' � _X .........� : - """"* *"'*** " ' : '......'.....' : T , I .1. I .... . " . ............ ........ � '.'.... ...... �......'..'.. '. .1 : ............' .... .. ...... . .' 1`*'*****'_** _" * * * " 110 I- :.. I I . . ............ '............' SUITE 106 . . - ............ .: -1 2.-__-._.-...*.'.*.*.'. - 11 ... ........ ...... I .::?.'.%'.'.'. I . ...... .... ....... .. ....... ..... :::" � . � SUITE 106 X - - . ... SUITE 106 '_.... � I..:.::.,::-*.,. "k.� : . . � .. .:'t.' T4.. "':. = = (4,180 SF) :-:- I., � I I , - .. �' .... �.. ... _. - _-.:. .... �. __________�.:.:.:...:.:.1. ' 614 ..... I I I 180 SF) ...... ' .. '.,.'.*.,.*.*.*. - *.*. : . I . . . , ) . I I .� - . 11 - ....... : 4 . : . . . . ... E17 I 1� ...' I I. 1!:-:-:-:-:-.- . I . . . . . � . . ....... =..:::1- ...""�i.'.:" I'-.,.. I - _t 2- . . � . % I - - - - :-:-:----:-:-J-..' - * . " .' , :. . '..'... :.:.. , I I SUITE 105 � I .:........ � .,.' .. SUITE 105 .,.-.' 'q t�. Ili -*'xi �' = %%'....... _............. . .' .i .....�',, .......'..." : : �"A --- , * ":-:-:-:-:-.". , . ' ....... X ' I , .: i . %*.*�'. '... SUITE 105 ::* " - I ... . ' . . . ... , .. (67':-.:::"--::--.--..- . . .. ..'............ .*. ??�'. .']' .*.,.*.,.*. :::.-:::.'I : I ........ (4,370 SF) : . �D Q4,180 SF) ........... . ...it : ::* . 1 (4,180 SF) '. /' I .:, i 'q ....%..'... �'::X-X%-.1 � 0 . :::4 1.0 1--rA. a I . I - : r..............,......:-:-:-:,�*: /11 ...� 1. . ....... .. '^' .. ...... I ' ....... I . .'.*".*'% ../'. . ...........' .. k - - . . ' -.-...I.,: .."-_ . ! ". I ... � . . . . . . . . � I . . . ..._�===Awi�_, _ __v .*.,.*.,.*.*. ' ".,:. ' --'-*-'-'-'-' X "'*'*'*_"*_" I * ... - . * . - :*"...... �"` _'l-', � .- rla�r "'.'-.'- .4 .* � ... ; - .. . .�... I ... 1- '.. . . ___-________.-'1_` I- 7,4 I .-----. - -..----.---..----. 1 = - .. .. - .. . .. - ........(b k4o 1 4 . * ' * * * ' ' I - - - - r ... _.. .. .-.. -Tro- , ", ; I �_ - 4--_ . 7I— .... -1- :' J- . . I " - . . t..... .'M' � I - � " "l-Iti 4 %-.-*-- rA- - J_ I. y � - - ' - - - _x .............' -14 ........ ::*., I .q .1.1 � � --W, .--.-.; � X I I '.Q..*.* ' * - ..,.,.....' ` * .*.,.-.,.,.-. '. - -: -:-:-:- 1.'-", A ...... 9 ... � ..... ".�.!m ...1.7 ___�: -:.: * _ :" I . �'. �D c' p". . - . _: . X I I., �: . - ... :1.V.�.':� ' * ' ................ . SUITE 104 X QUITE 104 , SUITE 104 ........ .. ' *1 ' �D -, �:-:.:.X.3 .,.*.,..: '� - �:'!:';.: � ...... � .. I X, � I :1"' ...... : .:.-. _......:' * * * * I �LL :.:"�':::::'-::: � . . . ...... * iT ...... '.. I L'i : ...... 1 (4,370 SIT) I . .. ...'. . :. (4,1 8 0 S F) .*.,.*.,.,.,. I......,..... (4,180 SF) ...' :-:-:..::,::::: �:'..: X, I . 3... .'�..'. ....... it .. .. ' " " . ....... .. . . .. � 21 I '. . 10 I " '� I / . �D ...... . .... _ � 10 . ' �_ -=.-.- � � - - - * .............' � � I " ..j I . f� . 1 - � � I I I :..-:-,-,--. W., � 7 __ - - G 1 .� x I . * J..�. � ' . .!.. * * .. ..*.*.,.., . ...... � . - .. 1 -:., �� I W, ... - �.'..� I., �' . ::: ' .. . ........ :: -: .. �. I ", , I . :::.'�* .' - . : ".,;: I 4; 4 // 1 ...' :!; -'.:. . (D . '.%*.*...' �. I .. 0;'::::-.� '. " 0 il.t-'.-'�. _'�_.'.- f--I-k 'Z . '. ::::*.. -:-�--:-.'-'.'. / "..'� _z . . �D qIJITF 103 .. .'i _� .... I .:... .. I . . , . : " � - , -, " I *.,. .;'. � -'. - : ' :-:-:-:ai:':-.: , I ,.,.,.-.,.-. .'. i ,. _: .......... � 'Du1IL_ �a '..., . � - 1 SUITE E_ I u i- 4: 1 1 � ; :-*-*-*-*-*- 9 1 '. In .. . . . . . . ...... � .. . � . . . . . . . , ....... ' (4,18WF .......'.. -.1.1.1. ... - '*.*' - - ....... .*:-. 1. I . ...... � _:1. - .. _: .*".,.*.,. ....... i . . .....::. 0 1 , ..... I i.:.;:*: : *.' .......*.* ......... (s) ' : / ...... � ;.%'� .... *.*., � ... ::::, .,:: -:!5:.:-:-: v........... � (4,370 . . I -1 -,*..*. ) ...'..'...'. A4,180 . .-.: -, L-0 � i . � . . . ___1 .* I * ' .... ... I:;;? % . . I - I I � . I 1. � �...�...: I . 11 I-- I . X � - , - .......... .. I . .:::::::'-:*:--"' L&�) - .,::. . . _i�'.-*._.:��. I =4 �:-:::3�:::::: , / :: " .'.'.*.'.::::� . _ - .... . . _jy�; .... 11 . .... .." ,.*.,.*,. � - - I .1 1'. . . ..."... � ...... -:::::�i:::::: I ... * " : . . ............. ........ ..... . / ... ... . . '.�........... '.'..... . ...... I . ........... I , --T. :.... I . ... .. . ....... � 0 .. ' ". ... ? T•. ... / .- .. � -7,-'..aj- "-' ' . _ / SUITE 102 ..... I I I "I ' SUITEQ2- SUITE 102 I I I ' * . .- '.- " .. " '" :';:-!�i::.*:: -,-:; �LL I �_'-Im- . **. .' . .1 t' ........ _�". - '! _�"%%%, (4,1 8 C � . . ..' / I -' � . (4,1 8 0 S F) ) S F 0 �D (4,370 SF) . ,-..�' . . '. '.'� ........... .. - I-i ' * � ....... .. w• / ...... I ' 4 * :r.. I - .. __ - I ' . - .-..: . . . . - .. .. i . , * *: I ' ........,.... . , 1': �' 1, - .... .. ..... * . d . I ��...... . . . I . I.".;.',- I I / 0 I � . . , - 4 . '� 4 * ....... I * ' - i............. , ... 1� ' .- - .. . w A'..' ..:=.....77:9 =........."." ::.I �D `tD -�7� . I .....:-:-:I:-:- � I . SUITE 101 ; .': I " :,::: . � .... :� "'. � . ", .... 9 / I -t :-: .�'. 1. -1 .... ... - , I* 1. . I . . . . : : : , " *� -"L� QTE tl �' . :::::: 1. I I � I . i- -:: ,.*.,. ..110 t 10 ::*::::::::-:. . .... �� ,*": 9 11 :. ' " 9 * " * ' * ' ' , * * ........ "I . ;' ::: 9 . , . *--.,-*-. : .......' (4 :,.* 1 '4 .*. . . ' ' *" 14 : I ....... ......... : . . . . . . . . .- ".. � / I - ` '1@ - ..;� ..' S --.----.*.-� ,370 SF)'* " (4)1 U ITE 101 ' . � ' ..: 1 -::::,. ..... .. 4 . T s / T . . , 1 (4,400 SF) . Q 1 ) . 4 ....... .. ) . . D ...'.......'�...:::::- . D'9 '(�o : : I !� ::: k,!w :,-:.:. 1, . ....... .:. � ........... I I � T ...'... . '... 9�"..M.............. I. I ............... . . . . . � . A, I I __'1_1___ .: ig � ' .0 . '; ........ � ..................................... ;. � . . - .. . . �- '.'*-'.-'*"-......................................... . . . . . . . . . , . ..............................' . 9 . . . . . -. . . ...........' :: 4. I . - . .b ................. . ..' - w----.--..:.-.. . . .... .. .. '-*-'-'- . - . - . - . - � - . - . * . - . ' . * . ' - * . ' ' *' _X .. X..........,.......... ..�.....".......... ... . ..........�_%.. 9 ..... -:- ................. � . . . . . . . . . ..-.-...-.-9 ............. . .... . .................. . . . ....... .. . .' I ... ...... � ................ .... �.. -.'-.'-..'..*- -.,-*.-*-.*-. -• w I ..................... - . . . . . . . . . . :-:-:-� *' I '.. .... . ......... ........... _ :::::::'-::�c..." .. I I ........ -1 ' - , . __ I -------- � � Z .� ........... .... __ --- __ __ I . ...'...��. ,. ,. �. . ...' I � ' ......9*.*'* ................................ I ..... ..... . � . .. I 0 .... � ...... _..........................ij_ I ............... ....... I .... I I . ......................... 9 ..... .......... ... - ' .. - '� ------ - �.:--R -------- ..-, :. -.- .! �.�-.;:: - I - �- '.�'.'.* ...... * .... � - I ". ... I .......... :. •... : . ................ ... ...... I . ; - '* �._*.'_�" * ' i _*-_1.'.*.%1.%" ......................,..........,. - '" *.,.,. . ................ 01 .... . Ar-, ' . . : I....., _... . . . , .......... ......... ' ...... . .. . ...9.'.'.'......'. ' ' .111, .. ......:-:.:-,-,-,-*-,.*-,.-::,....:..i,.:. - ..... � " " - . _ ;t . ................. � . . . , . �. . , . . . . I ....... , '***"* " i* " """ .12"" ` �' . - " ,,----) ii 0 . . � .' .-'_-7.7 � I '�__/_ 111N�L ___--___.'_�. ' I 'CI.'.!' I . If -9) c"D wop� 1. n,., 0,*��Dft I 1 ' -.------..'..'..'.' . . , � � , % �.'.. ...-:_:-:_:.:-:_:_:_:.:- .. ! I - -o '�� ........ 9. Z'�;�;'�� .......... I ............ � ... er -'��- ....: .('-�' ........ :-:-:-:-:-:-:-:-x (D , . ... ',., . . ..... * , � .. ........ .......... ) ................'....... . '( , . - ........................... *".* ... ��.-: ......"........ ........... '�...�......._.'.'... " I....•1� ... t. .. - 1. � I � ....................... ................. 9 ................ ....�....'.. mw I I !�'�!'K":'.'.'':�` ; .... .I I * .... *'*'* ............... � ....... %, ................... ........� ...... � ..................................................... ........ .. " ....7 7 . I .-..*.'.*".*.*... iiiow ...�... . " ..'', fi� . .............. 9 . � .... � ................................ � ............. I ...... 6� .......... "."'.�....... '-I&?A*d- .'...... oipi&.. 4w 11 I I � . 5 89*1 1 rFg" O' 6.14 79' 1 . .. - ......9. ),III .1 _.'.. � . . _ ....... 1 ... 1 ..9.1 ......... 9 ... .... � .... � ........ I .... � . I ........................ ........................ I 1k ............ � ...... � .... I ....................... 9 . ....... � ...... � .... I ..... .......... I .............. , . * . * ....... I ......... � . . . .;; 1% I .• . ;�' , 6". .. � . . � % � 1 &2 . i I n1 i I � I (r) I I I I I I I I I I I I I I . I - __J_ 3 4 5 6 7 8 1 9 10 11 1 . i . i � � ; TREE PROTECTION F-1 INDICATES TREE PROTECTION BARRICADES ,,A I wpu BARRICADES SHALL BE LOCATED TO PROTECT A MINIMUM OF 75% OF THE CRITICAL PROTECTION ZONE. DRIP LINE- 0 2"x4" BOARDS ATTACHED TO POSTS (TYP.)- -- -5MIN. 5' MIN.- I �j � j �j I k I 4 6 0" POST AROUND EN11RE DRIP LINE OF EXISTING TREES TO BE SAVED. 12 Vjcu-jE PROTECTION DETAIL SC'r'v"ALE:N.T.S. 13 14 15 I m G F E rc Ifs the law! 18001 4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 - PROJECT NAME: FREEMAN COMMERCE . PARK c OCOEE , FLORIDA No. DATE: REVISION / SUBMISSIONS , B SIM -T NAME: T'f'%'._JEu_7,E 'I'v"Jou-M OVAL - PLAN C COPYRIGHT 2007,TRUE ENGINEERING & ARCHITECTURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGE11ENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEIAENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT THISIEPLANS AND DRAWINGS ARE NOTTOBE REPRODUCED, CHANGEDORCOPIED IN ANY FORM ORWYNER WHATSOEVER WITHOUT A FIRSTOBTABOO THE EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE ENGINEERSING& ARCHITEMURZ INC. NOR ARE THEY TO BE ASSIGNEDTO ANY PARTYWITHOUr FIRSTOBTARONG SAID WRITTEN PEMSSIONANDCONSENT. ARCHITECTURAL BS DATE: AUGUST 24,2007 1 SCALE: CIVIL SLR PROJECTNo: 04-024.00 1.50 INTERIOR BS SHEET No: LANDSCAPING ATG DRA.WN BY: JRP CIMCKED BY: SLR APPROVED BY: ATG C003A 1 2 3 4 5 6 7 8 9 10 11 12 1111111111 JI II r 108 4,370 SF) ITE 107 4, 70 SF) S 106 - 4J~LOOR ELEVATION FREEMAN COMMERCE PARK 105 4,370 SQ, 4116 x TI (4,180 UITE 104 x (4,37?ry w..v.____.. ._ _... -._.....__..... _.____._._.__....W._.._.__ SUITE z ° O try ° ! L x 103 x SUITE 102 , 4,370 SF) x DRAINA BASIN DATA x 4,370 SF„ ry0 ry SUIT 01 4,SF)ryQ0ry Basin A Basin B Basin C Basin D Basin E Basin F Total Description SF I AC SF AC SF AC 1 % SF AC %I I SF AC Future Buildin & Covered Area 33,880 0.78 2 16 0.39 r,.. 26.39%34 w... 0.79 44.40%68,080 1.56 1 62.78% z. , ,. .. . ......,.,,•..,.,.,.:,,. 0 X0.00 I 0.00%0 0.00 F,.,..w.,,. 0.00% o ,, 153,320 3.52 33.08% R. .._..nm.....T,.r..,,M_.M,.,, mr.. :.. m- _ ,,, _ . .,.. ,..». . _ e. .:. . ...,....,,......,,.... Proposed Pave ment /Sidewalks a,.A 50711 1.16 PNc44.14% aK.:,., 26,911 0.62 41.92%31,980 0.73 41.25%31,806 0.73 29.33%29,560]0.68 65.80%0 1 0.00 0.00 /°170,968 3.92 36.89% K.N. ».. .,.r.... ..R,T .:.: ...,v:r.K., Total Im envious Area 84,591 1.94 1 73.62% 43,851 1.01 68.31% 66,400 1. 52 85.66%99,886 2.29 1 92.10%29,560 1 0.68 1 65.80%0 0 00 0.00%324,288 7.69.96% Space/Grass AreaOpenSp 30,308 I 0.70 1 26.38%20,34 0.47 31.69%11,120 0.26 14.34%8, 564 0.20 7.90%15, 366 0.35 34.20%53, 513 1.23 100.00%139, 215 3.20 30.04% Total Area 114, 899 +2.64 1 100.00%64 195 1.47 r 100.00% tt.,.n a...H.,n. ^.._ 77, 520 1 1.78Iy,.. 100.00% r .,,,.,z,.R,..,,rara.,. 108, 450 2.49 1 100.00% a......:.. 44, 926 1.03 a_,,,, 100.00%53, 513 u...•..A .n ._ 1.23 100.00% a.n,. 463, 503 °10.64 100.00%b....., _n..,,.lm.•, . r_.,., .R,.,.m.a . ....,,__..z,.,n..A.m. J 3 I NOTE: PAVEMENT FOR ENTIRE SITE SHALL BE 5" 3500 PSI CONCRETE 0 p`b 1 x FOOT TYPE D INLET ° .C$ FOOT INDEX NO. 232 TOP ELEV= 124.33 " ^ S. INV. ELEV. = 120.9 0 x MANHOLE ° XoHTOPELEV= 124.80 -s'' " .. ' E. INV. ELEV= 120.18 '` ; W. INV. ELEV= 120.18 - "'4 S. INV. ELEV = 119.88 R SE. INV. ELEV = 119.90 SW. INV. ELEV = 119.90 34 L.F. OF 12" ADS N 0.23 12" TIP. STORM DRAI a R q .. x FOOT TYPE "D" INLET p P FOOT INDEX NO. 232 G TOP ELEV.= 124.02 E. INV. ELEV. = 119.71 175 L.F. OF 12" ADS N -12 @ 0.2 28 L.F. OF 18" ADS N -12 @ 0.2% FDOT TYPE "D INLET FOOT INDEX NO. 232 q1 TOP ELEV.= 123.00 SE INV. ELEV. = 120.45 N INV. ELEC. = 120.55 ': • ` 15 L.F. OF IT ADS N -12 @ 0.2% A111 - 1110111- 100 YEAR FLOOR LINE ELEVATION = 116.00' X : =: TOP OF BANK 4v :f.:;:.: {::..;. : TOP OF BANK TOE OF SLOP X. o• ' MES INV. = 111.23 :.: r R 38 L.F. OF 15" RCP @ 0.29'0 MES INV. = 11.35 ' MONITORING N ^ 4 {L::15 L.F. OF 12" ADS N -12 0.295 b 6 RCP 0.1 %a1 n:50 L.F. OF 5 E >, b '•' :•:r R x MPS INV. = 120.95 ^ryo a 48" CULTECH CATCH BASIN ELEV= 123.33INV . ELEV= 121.29 SUITE 108 4,370 SF) ITE 107 4, 70 SF) S 106 - 4J~LOOR ELEVATION 125.49 FEET SUITE 105 4,370 SQ, 4116 x TI (4,180 UITE 104 x (4,37?ry S rye` x ry ° SUITE 103` ..,• 4,,70 SF) z ° O try ° ! L x 103 x SUITE 102 , 4,370 SF) x UITE 101 x 4,370 SF„ ry0 ry V) CONTROL STRUCTURE WITH WEIR & SOLID TRAFFIC BEARING MANHOLE COVER TOP ELEV =119.50 E. INV. ELEV = 119.50 N INV ELEV = 119.50 W INV ELEV = 121.05 I I I 1 2 3 4 doll oil XT?iI j / alql X21 RNMI SUITE 108 4,400 SF) SUITE 10 ry x ti(4,180 S SUITE 1107 SUITE 106 4,180 F} 126.84 FEE SUITE 105 TI (4,180 SF) C007 I' x 4 rye. SUITE x104 ry° (4,1 0 SE A x S U I E x 103 4,1 0 SF2.,ry" x ry ryo SUITE x 102 4,180 SF) SUIT 01 4,SF)ryQ0ry yes/ n ,LLj •R N x 13 L.F. OF 18" ADS N -12 @ 0.29'0 FOOT TYPE "D" INLET FOOT INDEX NO. 232 TOP ELEV= 122.73 E INV. ELEV. = 119.71 CONTROL STRUCTURE WITH WEIR & SOLID TRAFFIC BEARING MANHOLE COVER TOP ELEV =122.80 E. INV. ELEV= 121.65 N INV ELEV = 121.65 W INV ELEV = 121.55 5 6 FOOT INDEX NO. 232 x TOP ELEV= 125.16 ryti S. INV. ELEV. = 121. 45 L.F. OF 12" ADS N -12 @ 0.29 N x I I Maw 108 max. Ile SUITE 1 107 4,1 SSF), r - ry cy xx x , '` ryL xSUITE 1 SIQOO ffiital Y SF) FOOT INDEX NO. 232 x TOP ELEV= 125.16 ryti S. INV. ELEV. = 121. 45 L.F. OF 12" ADS N -12 @ 0.29 N x Maw 108 max. Ile SUITE 1107 4,1 S SF), r - ry cy xx x , '` ryL xSUITE 1106 x 4,18 0 SSF) FOOT INDEX NO. 232 x TOP ELEV= 125.16 ryti S. INV. ELEV. = 121. 45 L.F. OF 12" ADS N -12 @ 0.29 N x SUF E 1108 4,400 IIle SUITE 1 107 4,1 SSF), r - ry cy xx x , '` ryL xSUITE 1 106 x 4,18 0 S SF) I 1 IF.l ME IIRQ n 1 6 x N :q t t t t E ry 1 AA I ry 1 i 4. ter^ 4 ' I I rye . x x z M WE b. W x M t , xN 4 I I J 111 x-38 L.F. OF 18" ADS N -12 @ 0.290 t I 1 -24 L.F. OF IV ADS N -12 @ 0.2% I j FOOT TYPE "D" INLET I FDOT INDEX N0. 232 TOP ELEV.= 124.77 t- W. INV. ELEV = 121.35 NE INV ELEV = 121.25 1 S INV ELEV = 121.25 t 5 L.F. OF 18" ADS N -12 @ 0.23'o I t I I MANHOLE TOP ELEV.= 124.80 N. INV. ELEV= 121.55 S. INV. ELEV= 121.65 E. INV. ELEV = 121.41 1' -12" TYP. STORM DRAIN rya• I x I 1 I t I x I EXISTING 18" RCP 6 :;x; ' N INV= 121.94 y ° IS INV= 121.98 x ry'D r 1 I 1 1 MANHOLE 1 5. 9 1 I TOP ELEV.= 125.25 x 0 ^ "° I W. INV. ELEV= 121.41 E. INV. ELEV= 121.31 kr: 0 ry y x X:I ry.N, .tX '6 .P I STI NG 18" RCPN1mss•.;... :r.:i- '.- : - . :::•:::v : ° t4 INV = 121.77 x 1K S = .9 t HP 125 L INV 121 8 x I 0 0 Iti 'a ROAD < 777 g'o I 8" S -12@x.. v -x-12 L.F. OF 1 AD N 1 B3'1155" W 61 x _ FOOT TYPE "D" INLET ry x ry ab FOOT TYPE "D" INLET FOOT INDEX NO. 232 ° ryas E)i'nNGTOPELEV. = 125.24 ry I IFOOTINDEXNO. 232 1 185 L.F. OF 18" ADS N -12 @ 0.20 W. INV. ELEV= 121.35 s NV= 121.e0 tTOPELEV= 125.29 E. INV. ELEV = 121.25 E. INV. ELEV= 121.72 x ry [ x 1 rya h I 372 L.F. OF 18" RCP @ 0.2% CONTROL STRUCTURE WITH WEIR & SOLID TRAFFIC BEARING yk MANHOLE COVER TOP ELEV.= 125.30 N INV ELEV = 122.10 W INV El = 122.00 7 8 9 10 11 13 14 15 DRAINAGE GENERAL NOTES: 1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY K AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLA11ON OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 2. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE U1ILITIES NTH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE U1ILITY COMPANY. ALL UTILITIES, WHICH INTERFERE JWITHTHEPROPOSEDCONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE U11LIlIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT U1ILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS U11LIlIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 3. CHAPTER 556, FLORDIA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1- 800 - 432 -4770 DURING BUSINESS HOURS OR USE INTERNET TO PROVIDE NOTIFICATION I INFORMATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUC1ON SHOWN ON THE PLANS. ANY ON -SITE OR OFF -SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS COMPLETED ON EACH PHASE. 6. A PRE - CONSTRUCTION MEETING IS TO BE HELD BETWEEN THE CITY OF OCOEE, UTILITY H COMPANIES, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL CONTRACTORS CITY OF OCOEE REPRESENTATIVES AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTA110N. 8. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'COOT' OF CONSTRUCTION G PLANS. 9. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PREPARED BY ATLANTIC SURVEYING. 10. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY CITY OF OCOEE, THE PLANS, AND CONSTRUCTON SPECIFICA110NS, WHERE CONFLICTS OR OMISSIONS EXIST, CITY OF OCOEE STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE CITY OF OCOEE. 11. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER F FOR APPROVAL PRIOR TO INSTALLATION. 12. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLA11ONS OF EVERY KIND INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUC110N OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. 13. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL N011FY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS N0110E PRIOR TO ANY SCHEDULED TESTING. NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE E ENGINEER OR THE ENGINEER'S REPRESENTATIVE AND A CITY REPRESENTATIVE. 14. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 15. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER SHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR. 16. CONTRACTOR SHALL MAKE EVERY POSSIBLE EFFORT TO LIMIT THE PARENT SOIL AND D DEBRIS FROM ENTERING THE EXFILTRA11ON TRENCH DURING CONSTRUCTION. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTURER'S INSTLLA11ON INSTRUCTIONS OF THE PROPOSED SYSTEM. 17. ALL STORMWATER PIPING JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX 280. I I I I I I I I I I IJ. BASIN "E" BASIN "D"BASIN "A" r r I I I I I I I I I I I I I I I I I I I BIIIID I I I I I I I t I I I I I ASIN "F' I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I L-- - - - - -J I I I BASIN "C" BASIN "B" A BASIN KEY PLAN 1 N.T.S. 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 PHONE 4 07654 -4646 FAX 407654 -4621 WEB SITE: "TRUEENGINEERING.COM TRUE EMAIL: " @trueengineering.com C 2 full business da ys '" i7 t Ir s the law. 8001432 - 47'0 f www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No. I DATE: REVISION/ SUBMISSIONS SHEET NAME: GRADING & DRAINAGE PLAN OCOPYRIGHT2007,TRUE ENGNEBNG & ARCHCTECCURE, INC. DESIGNERHEREBY EXPRESSLYRESERVES ITS COPYRIGHT AND OTHER RIGHTS N THE IDEAS, DESIGNS EMARRANGEMENTS, PLANS AND DRAWINGS SHOWN WREN. SUCH IDEAS, DESIGNS, ARRANGEh4NTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND N CONNECTION WITH THE SPECMED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE ENGINEERSING& ARCHITECTTURE, INC. NORARE THEY TO BE ASSIGNEDTO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04- 024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 004DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: ATG ALL PROPOSED GRADE ELEVATIONS SHOWN ON TI-IIS PLAN ARE BOTTOM OF CURB o n o o Y. P 125.73 ONfNAY ACCESS RO D x , x a , 7 ry t Co t, N L 0 xQ Cn 0 vi O rJ 0 tL1 0 Lit C W 000 }- a; 1_0 co d, V) 6 r fit N it N H i• N o' l TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 111 x-38 L.F. OF 18" ADS N -12 @ 0.290 t I 1 -24 L.F. OF IV ADS N -12 @ 0.2% I j FOOT TYPE "D" INLET I FDOT INDEX N0. 232 TOP ELEV.= 124.77 t- W. INV. ELEV = 121.35 NE INV ELEV = 121.25 1 S INV ELEV = 121.25 t 5 L.F. OF 18" ADS N -12 @ 0.23'o I t I I MANHOLE TOP ELEV.= 124.80 N. INV. ELEV= 121.55 S. INV. ELEV= 121.65 E. INV. ELEV = 121.41 1' -12" TYP. STORM DRAIN rya• I x I 1 I t I x I EXISTING 18" RCP 6 :;x; ' N INV= 121.94 y ° IS INV= 121.98 x ry'D r 1 I 1 1 MANHOLE 1 5. 9 1 I TOP ELEV.= 125.25 x 0 ^ "° I W. INV. ELEV= 121.41 E. INV. ELEV= 121.31 kr: 0 ry y x X:I ry.N, .tX '6 .P I STI NG 18" RCPN1mss•.;... :r.:i- '.- : - . :::•:::v : ° t4 INV = 121.77 x 1K S = .9 t HP 125 L INV 121 8 x I 0 0 Iti 'a ROAD < 777 g'o I 8" S -12@x.. v -x-12 L.F. OF 1 AD N 1 B3'1155" W 61 x _ FOOT TYPE "D" INLET ry x ry ab FOOT TYPE "D" INLET FOOT INDEX NO. 232 ° ryas E)i'nNGTOPELEV. = 125.24 ry I IFOOTINDEXNO. 232 1 185 L.F. OF 18" ADS N -12 @ 0.20 W. INV. ELEV= 121.35 s NV= 121.e0 tTOPELEV= 125.29 E. INV. ELEV = 121.25 E. INV. ELEV= 121.72 x ry [ x 1 rya h I 372 L.F. OF 18" RCP @ 0.2% CONTROL STRUCTURE WITH WEIR & SOLID TRAFFIC BEARING yk MANHOLE COVER TOP ELEV.= 125.30 N INV ELEV = 122.10 W INV El = 122.00 7 8 9 10 11 13 14 15 DRAINAGE GENERAL NOTES: 1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY K AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLA11ON OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 2. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE U1ILITIES NTH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE U1ILITY COMPANY. ALL UTILITIES, WHICH INTERFERE JWITHTHEPROPOSEDCONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE U11LIlIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT U1ILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS U11LIlIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 3. CHAPTER 556, FLORDIA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1- 800 - 432 -4770 DURING BUSINESS HOURS OR USE INTERNET TO PROVIDE NOTIFICATION I INFORMATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUC1ON SHOWN ON THE PLANS. ANY ON -SITE OR OFF -SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS COMPLETED ON EACH PHASE. 6. A PRE - CONSTRUCTION MEETING IS TO BE HELD BETWEEN THE CITY OF OCOEE, UTILITY H COMPANIES, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. ALL CONTRACTORS CITY OF OCOEE REPRESENTATIVES AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTA110N. 8. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'COOT' OF CONSTRUCTION G PLANS. 9. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PREPARED BY ATLANTIC SURVEYING. 10. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY CITY OF OCOEE, THE PLANS, AND CONSTRUCTON SPECIFICA110NS, WHERE CONFLICTS OR OMISSIONS EXIST, CITY OF OCOEE STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE CITY OF OCOEE. 11. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER F FOR APPROVAL PRIOR TO INSTALLATION. 12. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLA11ONS OF EVERY KIND INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUC110N OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. 13. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL N011FY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS N0110E PRIOR TO ANY SCHEDULED TESTING. NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE E ENGINEER OR THE ENGINEER'S REPRESENTATIVE AND A CITY REPRESENTATIVE. 14. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 15. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER SHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR. 16. CONTRACTOR SHALL MAKE EVERY POSSIBLE EFFORT TO LIMIT THE PARENT SOIL AND D DEBRIS FROM ENTERING THE EXFILTRA11ON TRENCH DURING CONSTRUCTION. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTURER'S INSTLLA11ON INSTRUCTIONS OF THE PROPOSED SYSTEM. 17. ALL STORMWATER PIPING JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX 280. I I I I I I I I I I IJ. BASIN "E" BASIN "D"BASIN "A" r r I I I I I I I I I I I I I I I I I I I BIIIID I I I I I I I t I I I I I ASIN "F' I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I L-- - - - - -J I I I BASIN "C" BASIN "B" A BASIN KEY PLAN 1 N.T.S. 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 PHONE 4 07654 -4646 FAX 407654 -4621 WEB SITE: "TRUEENGINEERING.COM TRUE EMAIL: " @trueengineering.com C 2 full business da ys '" i7 t Ir s the law. 8001432 - 47'0 f www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No. I DATE: REVISION/ SUBMISSIONS SHEET NAME: GRADING & DRAINAGE PLAN OCOPYRIGHT2007,TRUE ENGNEBNG & ARCHCTECCURE, INC. DESIGNERHEREBY EXPRESSLYRESERVES ITS COPYRIGHT AND OTHER RIGHTS N THE IDEAS, DESIGNS EMARRANGEMENTS, PLANS AND DRAWINGS SHOWN WREN. SUCH IDEAS, DESIGNS, ARRANGEh4NTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND N CONNECTION WITH THE SPECMED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE ENGINEERSING& ARCHITECTTURE, INC. NORARE THEY TO BE ASSIGNEDTO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04- 024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 004DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: ATG ALL PROPOSED GRADE ELEVATIONS SHOWN ON TI-IIS PLAN ARE BOTTOM OF CURB o n o o Y. P 125.73 ONfNAY ACCESS RO D x , x a , 7 ry t Co t, N L 0 xQ Cn 0 vi O rJ 0 tL1 0 Lit C W 000 }- a; 1_0 co d, V) 6 r fit N it N H i• N o' l TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 I I I I I I I I I I IJ. BASIN "E" BASIN "D"BASIN "A" r r I I I I I I I I I I I I I I I I I I I BIIIID I I I I I I I t I I I I I ASIN "F' I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I L-- - - - - -J I I I BASIN "C" BASIN "B" A BASIN KEY PLAN 1 N.T.S. 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 PHONE 4 07654 -4646 FAX 407654 -4621 WEB SITE: "TRUEENGINEERING.COM TRUE EMAIL: " @trueengineering.com C 2 full business da ys '" i7 t Ir s the law. 8001432 - 47'0 f www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No. I DATE: REVISION/ SUBMISSIONS SHEET NAME: GRADING & DRAINAGE PLAN OCOPYRIGHT2007,TRUE ENGNEBNG & ARCHCTECCURE, INC. DESIGNERHEREBY EXPRESSLYRESERVES ITS COPYRIGHT AND OTHER RIGHTS N THE IDEAS, DESIGNS EMARRANGEMENTS, PLANS AND DRAWINGS SHOWN WREN. SUCH IDEAS, DESIGNS, ARRANGEh4NTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND N CONNECTION WITH THE SPECMED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE ENGINEERSING& ARCHITECTTURE, INC. NORARE THEY TO BE ASSIGNEDTO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04- 024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 004DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: ATG ALL PROPOSED GRADE ELEVATIONS SHOWN ON TI-IIS PLAN ARE BOTTOM OF CURB o n o o Y. P 125.73 ONfNAY ACCESS RO D x , x a , 7 ry t Co t, N L 0 xQ Cn 0 vi O rJ 0 tL1 0 Lit C W 000 }- a; 1_0 co d, V) 6 r fit N it N H i• N o' l TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 ALL PROPOSED GRADE ELEVATIONS SHOWN ON TI-IIS PLAN ARE BOTTOM OF CURB o n o o Y. P 125.73 ONfNAY ACCESS RO D x , x a , 7 ry t Co t, N L 0 xQ Cn 0 vi O rJ 0 tL1 0 Lit C W 000 }- a; 1_0 co d, V) 6 r fit N it N H i• N o' l TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 r fit N it N H i• N o' l TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 TI i r r M 9 s:r 166 L.F. OF 5" RCP @ 0.19' O ry 4 1 2 K i I 11111111 J I H Illll<lI 0. G t h 4 7 0 a h 159 LF OF 8 PVC 1 SEWER UNE 0 0.35 cr: Ia r'. SUITE y Fjt 8 " PVC145LFOf 4 , 3 7 0 SEWER LINE 0 0.35% E NM p C 1!I SUITE 10 N N B a 0 0 ;: 3 4 5 6 7 8 9 10 11 AS -BUILT INFORMATION: AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE /STRUCTURE. 3. LENGTHS OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS /ACCESSORIES NOT VISIBIJE FROM THE SURFACE MINIMUM TWO POINT TIES). B) STD DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS /ACCESSORIES NOT VISIBLE FROM 4 SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. ll y 4 220 LF OF 8" PVC SEWER LINE 0 0.35% CO 283 LF OF 8" PVC SEWER LINE 0 0.3! ONE WAT CLEAN SEWER CONNECTION 1 110 10111115 u 2 I 'W o I zD CNJ N t- (I } U) O LL O L O - O to O t O O O O U)to ,- 0 0 o O o N o 0 0 o w 0 w 0 Ld O 00 00 1-- 0 w w w w w w w :) H 00 I- 1- f- 0 00H H 00 I_ 00 E_ 0 H O i (n (/) CIO t/) ( (!) (! } d v) t!) d d cf) : z•.:. r V4 t: 1 6 ' w w1. sr w w.w - lS..4•6 R •• iei, p 10q10E7'X4 CER INSTALL WATER " "X 4" REDUCER 7 I MH -3; MH -4 I a F 4FR ar CONNECMN- (IYP•)- 4 PVC W ATER MAIN 4" PVC WATER MF INSTALL FH E LtANSOUT Fl RIN to oj1O • 2 RI IPE4 _ T110I 8 2g 1 11111111 Illll<lI 0. 4 7 0 a SUITE 1 SUITE 4 , 3 7 0 NM 1!I SUITE 10 SUITE 0 Z SUITE 103 SUITE 102 3 `Non 4 0 r8 i= 111111111 Illll<lI SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4,180 SF) SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) W OFF ------------ - - - - -- - -- R NSTALL Ili ONE WAY ACCESS ROAD LOW OFFS r" . 47s 9' W t A h 0 c 417 LF OF 8" PVC SEWER UNE 0 0.3! 1 2 S 891155 248 LF OF 8" PVC SEWER UNE 0 0.3! I I 3 4 5 3n LF OF 8" PVC_ SEWER UNE 0 0.355 6 200 LF OF 8" PVC SEWER UNE 0 0.3! 7 X211 d t / / / / / / /// "1T1J tJ1t t li r iffid I rum Aniii UFT STATION - SEE DETAIL SHEET C014) 4 h CONTRACTOR TO FIELD VERIFY I EXISTING CITY WATER MAIN i I " PVC WATER MAIN I i w I WET TAP I INSTALL GATE VALVE I 11' X 8' CONCRTE PAD I INSTALL I 1" WATER METER INSTALL 1 RBZ BACKFLOW PREVENTOR TO BE PAINTED BLUE I I 1 1-1/2' IRRIGATION METER I (1) 1 -1/2' RPZ BACKFLOW PREVENTOR TO BE PAINTED PURPLE) 8' WET TAP W/ TAPPING SLEEVE do VALVE I INSTALL 8' GATE VALVE I 8' OR -14 FIRE LINEI T __ 8' FIRE BFP (DDCA) TO BE PAINTED RED) I 12" WATER MAIN W o o i 45 LF OF 8" PVC SEWER UNE 0 0.35% 1 i 1 i I 2063 LF 4" PVC FORCE MAIN I I f l i I I 8' WET TAP W/ TAPPING SLEEVE do VALVE INSTALL 8 GATE VALVE I 8' DR -14 FIRE LINE f I Ir FIRE BFP (DDCA) TO BE PAINTED RED) 10 11 12 13 14 15 WATER AND SEWER NOTES: 1. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR K APPROVAL OF THE ENGINEER. 2. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE J CONTRACTOR. 5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C600 OR M23 AS APPLICABLE. 6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C651 DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLT- AEROGENES GROUP, BY AN APPROVED LABORATORY, ACCEPTABLE BY THE ENGINEER, THE I DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEPARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. 7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND B SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT PERMIT THE 10 -FOOT SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER /SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF OCOEE, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDA11ON NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER GSYSTEMATTHETIMEOFINSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER. 10. GRAVITY SEWER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. 11. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 12. ALL METERS SHALL BE INSTALLED BY CITY OF OCOEE, 13. ALL REDUCED PRESSURE BACKFLOW PREVENTORS (RPZ) SHALL BE INSTALLED BY THE CONTRACTOR. F 14. A MINIMUM OF 3 FEET OF COVER SHALL BE PROVIDED OVER ALL PROPOSED LINES UNLESS OTHERWISE NOTED HEREON. 15. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONTRACTOR SHALL EXERCISE EXTREME CAU11ON WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION. CATION - THE CITY OF OCOEE DISPATCHB. TELEPHONE NOTIFICATION I PATCH OPERATOR SHALL BE NOTIFIED IN CASE SEWER OR WATER MAIN BREAK OR DAMAGE AT 407 -OF GRAVITY 905 3100 C. REPAIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. D. CITY OF OCOEE U11LIlIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF OCOEE UTILITIES CONSTRUCTION INSPECTION SECTION - (407)905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES WATER DIVISION - (407) 905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES ENGINEERING DIVISION- (407) 905 -3100 EXT. 4000 E. ADVANCE NOIIFICA11ON OF CONSTRUC11ON - (407) 905 -3100 EXT. 1520 A MINIMUM OF 48 HOURS NOTIFICATION IS REQUIRED PRIOR TO PERFORMING A TAP INTO EXISTING CITY UTILITIES. NOTIFICATION SHOULD BE MADE THROUGH THE ENGINEERING OR UTILITIES DEPARTMENT. F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF OCOEE WA DIVISIONVISION 407 905 -3100 EXT. 4000 AND THE CITY OF OCOEE WASTEWATER DIVISION (407) 905 -3100 EXT. 4000 SHALL BE N011FIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. G. OPERATION OF CITY OF OCOEE VALVES - WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BE CITY OF OCOEE UTILITIES INSPECTOR (407) 905-3100 EXT. 4000. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 16. ON SITE WATER DISTRIBU1ION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 17. ON SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 18. PVC GRAVITY SEWER PIPE PVC GRAVITY SEWER PIPE (4 " -15 "), ASTM D3034, SDR 35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IISUNI -B -4: PVC GRAVITY SEWER PIPE (18' -27 '), ASTM F679, SDR35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI -B -7. ALL PVC PIPE SHALL BEAR THE NSF -DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 1! 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: "' TRUEENGINEERING.COM TRUE EMAIL: lll@trueengineering.com Call 2 full business days before you dig 18001 432-4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN OMMEC RCE P OCOEE , FLORIDA No. DATE: REVISION /SUBMISSIONS SHEET NAME: WATER & ES W PLAN O COPYRIGHT 2001, TRUE ENGINEERING& ARCHTTECURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IMST OBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTMCTRItE,INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FR STOBTAWWO SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: , AUGUST 24,200 7 SCALE: CIVIL SLR PROJECTNo: 04024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 005DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: I ATG SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3 W OFF ------------ - - - - -- - -- R NSTALL Ili ONE WAY ACCESS ROAD LOW OFFS r" . 47s 9' W t A h 0 c 417 LF OF 8" PVC SEWER UNE 0 0.3! 1 2 S 891155 248 LF OF 8" PVC SEWER UNE 0 0.3! I I 3 4 5 3n LF OF 8" PVC_ SEWER UNE 0 0.355 6 200 LF OF 8" PVC SEWER UNE 0 0.3! 7 X211 d t / / / / / / /// "1T1JtJ1t t li r iffid I rum Aniii UFT STATION - SEE DETAIL SHEET C014) 4 h CONTRACTOR TO FIELD VERIFY I EXISTING CITY WATER MAIN i I " PVC WATER MAIN I i w I WET TAP I INSTALL GATE VALVE I 11' X 8' CONCRTE PAD I INSTALL I 1" WATER METER INSTALL 1 RBZ BACKFLOW PREVENTOR TO BE PAINTED BLUE I I 1 1-1/2' IRRIGATION METER I (1) 1 -1/2' RPZ BACKFLOW PREVENTOR TO BE PAINTED PURPLE) 8' WET TAP W/ TAPPING SLEEVE do VALVE I INSTALL 8' GATE VALVE I 8' OR -14 FIRE LINEI T __ 8' FIRE BFP (DDCA) TO BE PAINTED RED) I 12" WATER MAIN W o o i 45 LF OF 8" PVC SEWER UNE 0 0.35% 1 i 1 i I 2063 LF 4" PVC FORCE MAIN I I f l i I I 8' WET TAP W/ TAPPING SLEEVE do VALVE INSTALL 8 GATE VALVE I 8' DR -14 FIRE LINE f I Ir FIRE BFP (DDCA) TO BE PAINTED RED) 10 11 12 13 14 15 WATER AND SEWER NOTES: 1. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR K APPROVAL OF THE ENGINEER. 2. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE J CONTRACTOR. 5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C600 OR M23 AS APPLICABLE. 6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C651 DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLT- AEROGENES GROUP, BY AN APPROVED LABORATORY, ACCEPTABLE BY THE ENGINEER, THE I DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEPARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. 7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND B SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT PERMIT THE 10 -FOOT SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER /SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF OCOEE, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDA11ON NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER GSYSTEMATTHETIMEOFINSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER. 10. GRAVITY SEWER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. 11. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 12. ALL METERS SHALL BE INSTALLED BY CITY OF OCOEE, 13. ALL REDUCED PRESSURE BACKFLOW PREVENTORS (RPZ) SHALL BE INSTALLED BY THE CONTRACTOR. F 14. A MINIMUM OF 3 FEET OF COVER SHALL BE PROVIDED OVER ALL PROPOSED LINES UNLESS OTHERWISE NOTED HEREON. 15. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONTRACTOR SHALL EXERCISE EXTREME CAU11ON WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION. CATION - THE CITY OF OCOEE DISPATCHB. TELEPHONE NOTIFICATION I PATCH OPERATOR SHALL BE NOTIFIED IN CASE SEWER OR WATER MAIN BREAK OR DAMAGE AT 407 -OF GRAVITY 905 3100 C. REPAIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. D. CITY OF OCOEE U11LIlIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF OCOEE UTILITIES CONSTRUCTION INSPECTION SECTION - (407)905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES WATER DIVISION - (407) 905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES ENGINEERING DIVISION- (407) 905 -3100 EXT. 4000 E. ADVANCE NOIIFICA11ON OF CONSTRUC11ON - (407) 905 -3100 EXT. 1520 A MINIMUM OF 48 HOURS NOTIFICATION IS REQUIRED PRIOR TO PERFORMING A TAP INTO EXISTING CITY UTILITIES. NOTIFICATION SHOULD BE MADE THROUGH THE ENGINEERING OR UTILITIES DEPARTMENT. F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF OCOEE WA DIVISIONVISION 407 905 -3100 EXT. 4000 AND THE CITY OF OCOEE WASTEWATER DIVISION (407) 905 -3100 EXT. 4000 SHALL BE N011FIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. G. OPERATION OF CITY OF OCOEE VALVES - WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BE CITY OF OCOEE UTILITIES INSPECTOR (407) 905-3100 EXT. 4000. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 16. ON SITE WATER DISTRIBU1ION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 17. ON SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 18. PVC GRAVITY SEWER PIPE PVC GRAVITY SEWER PIPE (4 " -15 "), ASTM D3034, SDR 35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IISUNI -B -4: PVC GRAVITY SEWER PIPE (18' -27 '), ASTM F679, SDR35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI -B -7. ALL PVC PIPE SHALL BEAR THE NSF -DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 1! 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: "' TRUEENGINEERING.COM TRUE EMAIL: lll@trueengineering.com Call 2 full business days before you dig 18001432-4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN OMMEC RCE P OCOEE , FLORIDA No. DATE: REVISION /SUBMISSIONS SHEET NAME: WATER & ES W PLAN O COPYRIGHT 2001, TRUE ENGINEERING& ARCHTTECURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IMST OBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTMCTRItE,INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FR STOBTAWWO SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: , AUGUST 24,200 7 SCALE: CIVIL SLR PROJECTNo: 04024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C005DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: I ATG SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3NSTALLIliONEWAYACCESSROADLOWOFFS r" . 47s 9' W t A h 0 c 417 LF OF 8" PVC SEWER UNE 0 0.3! 1 2 S 891155 248 LF OF 8" PVC SEWER UNE 0 0.3! I I 3 4 5 3n LF OF 8" PVC_ SEWER UNE 0 0.355 6 200 LF OF 8" PVC SEWER UNE 0 0.3! 7 X211 d t / / / / / / /// "1T1J tJ1t t li r iffid I rum Aniii UFT STATION - SEE DETAIL SHEET C014) 4 h CONTRACTOR TO FIELD VERIFY I EXISTING CITY WATER MAIN i I " PVC WATER MAIN I i w I WET TAP I INSTALL GATE VALVE I 11' X 8' CONCRTE PAD I INSTALL I 1" WATER METER INSTALL 1 RBZ BACKFLOW PREVENTOR TO BE PAINTED BLUE I I 1 1-1/2' IRRIGATION METER I (1) 1 -1/2' RPZ BACKFLOW PREVENTOR TO BE PAINTED PURPLE) 8' WET TAP W/ TAPPING SLEEVE do VALVE I INSTALL 8' GATE VALVE I 8' OR -14 FIRE LINEI T __ 8' FIRE BFP (DDCA) TO BE PAINTED RED) I 12" WATER MAIN W o o i 45 LF OF 8" PVC SEWER UNE 0 0.35% 1 i 1 i I 2063 LF 4" PVC FORCE MAIN I I f l i I I 8' WET TAP W/ TAPPING SLEEVE do VALVE INSTALL 8 GATE VALVE I 8' DR -14 FIRE LINE f I Ir FIRE BFP (DDCA) TO BE PAINTED RED) 10 11 12 13 14 15 WATER AND SEWER NOTES: 1. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR K APPROVAL OF THE ENGINEER. 2. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE J CONTRACTOR. 5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C600 OR M23 AS APPLICABLE. 6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C651 DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLT- AEROGENES GROUP, BY AN APPROVED LABORATORY, ACCEPTABLE BY THE ENGINEER, THE I DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEPARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. 7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND B SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT PERMIT THE 10 -FOOT SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER /SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF OCOEE, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDA11ON NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER GSYSTEMATTHETIMEOFINSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER. 10. GRAVITY SEWER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. 11. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 12. ALL METERS SHALL BE INSTALLED BY CITY OF OCOEE, 13. ALL REDUCED PRESSURE BACKFLOW PREVENTORS (RPZ) SHALL BE INSTALLED BY THE CONTRACTOR. F 14. A MINIMUM OF 3 FEET OF COVER SHALL BE PROVIDED OVER ALL PROPOSED LINES UNLESS OTHERWISE NOTED HEREON. 15. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONTRACTOR SHALL EXERCISE EXTREME CAU11ON WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION. CATION - THE CITY OF OCOEE DISPATCHB. TELEPHONE NOTIFICATION I PATCH OPERATOR SHALL BE NOTIFIED IN CASE SEWER OR WATER MAIN BREAK OR DAMAGE AT 407 -OF GRAVITY 905 3100 C. REPAIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. D. CITY OF OCOEE U11LIlIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF OCOEE UTILITIES CONSTRUCTION INSPECTION SECTION - (407)905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES WATER DIVISION - (407) 905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES ENGINEERING DIVISION- (407) 905 -3100 EXT. 4000 E. ADVANCE NOIIFICA11ON OF CONSTRUC11ON - (407) 905 -3100 EXT. 1520 A MINIMUM OF 48 HOURS NOTIFICATION IS REQUIRED PRIOR TO PERFORMING A TAP INTO EXISTING CITY UTILITIES. NOTIFICATION SHOULD BE MADE THROUGH THE ENGINEERING OR UTILITIES DEPARTMENT. F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF OCOEE WA DIVISIONVISION 407 905 -3100 EXT. 4000 AND THE CITY OF OCOEE WASTEWATER DIVISION (407) 905 -3100 EXT. 4000 SHALL BE N011FIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. G. OPERATION OF CITY OF OCOEE VALVES - WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BE CITY OF OCOEE UTILITIES INSPECTOR (407) 905-3100 EXT. 4000. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 16. ON SITE WATER DISTRIBU1ION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 17. ON SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 18. PVC GRAVITY SEWER PIPE PVC GRAVITY SEWER PIPE (4 " -15 "), ASTM D3034, SDR 35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IISUNI -B -4: PVC GRAVITY SEWER PIPE (18' -27 '), ASTM F679, SDR35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI -B -7. ALL PVC PIPE SHALL BEAR THE NSF -DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 1! 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: "' TRUEENGINEERING.COM TRUE EMAIL: lll@trueengineering.com Call 2 full business days before you dig 18001 432-4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN OMMEC RCE P OCOEE , FLORIDA No. DATE: REVISION /SUBMISSIONS SHEET NAME: WATER & ES W PLAN O COPYRIGHT 2001, TRUE ENGINEERING& ARCHTTECURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IMST OBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTMCTRItE,INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FR STOBTAWWO SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: , AUGUST 24,200 7 SCALE: CIVIL SLR PROJECTNo: 04024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 005DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: I ATG SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3 li r iffid I rum Aniii UFT STATION - SEE DETAIL SHEET C014) 4 h CONTRACTOR TO FIELD VERIFY I EXISTING CITY WATER MAIN i I " PVC WATER MAIN I i w I WET TAP I INSTALL GATE VALVE I 11' X 8' CONCRTE PAD I INSTALL I 1" WATER METER INSTALL 1 RBZ BACKFLOW PREVENTOR TO BE PAINTED BLUE I I 1 1-1/2' IRRIGATION METER I (1) 1 -1/2' RPZ BACKFLOW PREVENTOR TO BE PAINTED PURPLE) 8' WET TAP W/ TAPPING SLEEVE do VALVE I INSTALL 8' GATE VALVE I 8' OR -14 FIRE LINEI T __ 8' FIRE BFP (DDCA) TO BE PAINTED RED) I 12" WATER MAIN W o o i 45 LF OF 8" PVC SEWER UNE 0 0.35% 1 i 1 i I 2063 LF 4" PVC FORCE MAIN I I f l i I I 8' WET TAP W/ TAPPING SLEEVE do VALVE INSTALL 8 GATE VALVE I 8' DR -14 FIRE LINE f I Ir FIRE BFP (DDCA) TO BE PAINTED RED) 10 11 12 13 14 15 WATER AND SEWER NOTES: 1. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR K APPROVAL OF THE ENGINEER. 2. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE J CONTRACTOR. 5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C600 OR M23 AS APPLICABLE. 6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI /AWWA C651 DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLT- AEROGENES GROUP, BY AN APPROVED LABORATORY, ACCEPTABLE BY THE ENGINEER, THE I DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEPARTMENT HAVING JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE VARIOUS AGENCIES. 7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND B SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT PERMIT THE 10 -FOOT SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER /SEWER CAN NOT BE MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF OCOEE, THE REQUIREMENTS ABOVE SHALL DICTATE. 8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDA11ON NSF) FOR POTABLE WATER PIPE. 9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER GSYSTEMATTHETIMEOFINSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER. 10. GRAVITY SEWER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034. 11. PLUG VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. 12. ALL METERS SHALL BE INSTALLED BY CITY OF OCOEE, 13. ALL REDUCED PRESSURE BACKFLOW PREVENTORS (RPZ) SHALL BE INSTALLED BY THE CONTRACTOR. F 14. A MINIMUM OF 3 FEET OF COVER SHALL BE PROVIDED OVER ALL PROPOSED LINES UNLESS OTHERWISE NOTED HEREON. 15. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES: A. EXCAVATE CAUTIOUSLY - THE CONTRACTOR SHALL EXERCISE EXTREME CAU11ON WHEN EXCAVATING IN PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION. CATION - THE CITY OF OCOEE DISPATCHB. TELEPHONE NOTIFICATION I PATCH OPERATOR SHALL BE NOTIFIED IN CASE SEWER OR WATER MAIN BREAK OR DAMAGE AT 407 -OF GRAVITY 905 3100 C. REPAIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS. D. CITY OF OCOEE U11LIlIES DEPARTMENT GENERAL TELEPHONE NUMBERS: CITY OF OCOEE UTILITIES CONSTRUCTION INSPECTION SECTION - (407)905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES WATER DIVISION - (407) 905 -3100 EXT. 4000 CITY OF OCOEE UTILITIES ENGINEERING DIVISION- (407) 905 -3100 EXT. 4000 E. ADVANCE NOIIFICA11ON OF CONSTRUC11ON - (407) 905 -3100 EXT. 1520 A MINIMUM OF 48 HOURS NOTIFICATION IS REQUIRED PRIOR TO PERFORMING A TAP INTO EXISTING CITY UTILITIES. NOTIFICATION SHOULD BE MADE THROUGH THE ENGINEERING OR UTILITIES DEPARTMENT. F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF OCOEE WA DIVISIONVISION 407 905 -3100 EXT. 4000 AND THE CITY OF OCOEE WASTEWATER DIVISION (407) 905 -3100 EXT. 4000 SHALL BE N011FIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE -INS AND VALVE OPERATIONS. G. OPERATION OF CITY OF OCOEE VALVES - WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BE CITY OF OCOEE UTILITIES INSPECTOR (407) 905-3100 EXT. 4000. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. 16. ON SITE WATER DISTRIBU1ION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 17. ON SITE WASTEWATER COLLECTION SYSTEM IS PRIVATELY OWNED AND MAINTAINED. 18. PVC GRAVITY SEWER PIPE PVC GRAVITY SEWER PIPE (4 " -15 "), ASTM D3034, SDR 35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IISUNI -B -4: PVC GRAVITY SEWER PIPE (18' -27 '), ASTM F679, SDR35. UNIFORM MINIMUM PIPE STIFFNESS" AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI -B -7. ALL PVC PIPE SHALL BEAR THE NSF -DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 1! 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: "' TRUEENGINEERING.COM TRUE EMAIL: lll@trueengineering.com Call 2 full business days before you dig 18001432-4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN OMMEC RCE P OCOEE , FLORIDA No. DATE: REVISION /SUBMISSIONS SHEET NAME: WATER & ES W PLAN O COPYRIGHT 2001, TRUE ENGINEERING& ARCHTTECURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IMST OBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTMCTRItE,INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FR STOBTAWWO SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: , AUGUST 24,200 7 SCALE: CIVIL SLR PROJECTNo: 04024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C005DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: I ATG SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: "' TRUEENGINEERING.COM TRUE EMAIL: lll@trueengineering.com Call 2 full business days before you dig 18001 432-4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN OMMEC RCE P OCOEE , FLORIDA No. DATE: REVISION /SUBMISSIONS SHEET NAME: WATER & ES W PLAN O COPYRIGHT 2001, TRUE ENGINEERING& ARCHTTECURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS DESIGNS ARRANGEMENTS PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IMST OBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTMCTRItE,INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FR STOBTAWWO SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: , AUGUST 24,200 7 SCALE: CIVIL SLR PROJECTNo: 04024.00 1 :50 INTERIOR BS SHEETNo: LANDSCAPING ATG C 005DRAWNBY: JRP CHECKED BY: SLR APPROVED BY: I ATG SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3 SUITE 108 4,400 SF) SUITE 107 4,180 SF) SUITE 106 4,180 SF) SUITE 105 4,180 SF) SUITE 104 4 , 18 0 SF SUITE 103 4,180 SF) SUITE 102 4,180 SF) SUITE 101 4,400 SF) I"3I"3 Is J 11 H G 11 E D A 0 1 i 2 I 1 2 3 4 5 6 7 y, ,x 8 t 9 10 11 12 13 14 15 ITE 107 :,•� SUITE 10 I ' :fi �'• v SUITE 107 — I _ \ 4180 S x — 4 7 0 SF � h ,7 0 SF N 418 ry ) N M ♦ .,.�..� �.�•••;•;�.'• •••gip � •:1 iy 1 9 R t: ( 'SUITE 1 os ' 10 1 ♦ t g SUITE 106 I t .,, • � S 10 � I 4 180 SF Y h: `�•• 80 F I M1 a% 4 1 { 4 370 SF �. s ♦. ° N ♦ v t I� . i•.• zj�, x pp Y \ 1 I h• " Y .o , \ I C SUITE 105 .ct b' $�: K- SUITE 105 „�,.,:.� ;:;., ,rb. ,� 105 T "S ITE I , 4 370 SF ♦ i a i F I 1 i 4 180 S � 1D• � kt s `I h• I �" 2•h: ^IF: •. iM1•, . x , e:•:: •� K •.M1 t •i I ���''�''• "`"' UITE 104 SUIT "104 � ;�•r?i SUITE 104 _ ♦o a k 0 S I— k 4 F �1 i>s S )` 4 3 i .�' �' 4 SF i k M1 .�y x t k •, M1 :. •10• h • 10• 4 �i _�_. 103 :.. / \ SU E I SUITE 10 UITE 103 / SUI S :••ff b '1 lop �� 4 1 0 SF , I SF i 4 180 SF p, x� ♦ L— e 1 / " /3 • Mi SUITE 102 �• R R SUITE 102 - U TE 2 I " - ' v a�80 F5• 41) Nm63 lF 4 PYC 0 SF � 4 37MAIN V ,,g�'S�F :: `��F �'80 uITE 101 { I 1 I x k 3- 0 SUITE 101 SUIT ti \ 10 I 370 SF ry r k 10 0 N , - Q 4 •4 hc: 0 SF 4 00 SF . 4. t �. +, 1 'Y M 0' F , 5• I •t•• ..y I O w p i n e< t I ��q Y t ONE WAY• ACC S ROAD ,a ♦ryk - R R;.,1 "• ;�••' {'„� / ( - _.:Wnavv , •:;� i1::•:'.:M1y-.,.},•.•:. �::::::?� ry " k•� rye.:• :•:rc•:c•: � is �'•.::.,::: 7''�- ••loW •• � . •� � � M1 -��••� S d9'1J55'• 6>•I(79'x h• 'v h• .......:. .. ..r : is:•. .....:. ..... �/\ ::::.:'::�";}. ::•:.:. .•:::::•i::::•::•}:•::, lu.^' � p" .. Mn SfAl10N . x • \^�' • ^'•` ,'� (SEE DETAD. SHEET CD14) ,,gyp♦N,y-k el IF OF DomF'VC k� I SEVER LR♦Eg40. ,i M1 k P I R 6 a ♦1 �i h 417 IF OF 8' PVC 248 tf OF B' PYC 377 IF OF 8' PVC 7D0 IF OF 8' PVC ryk. 0 a I�p �. I ♦�4 SEWER LINE 0 0.35% SEWER LDIE 0 0.35x SEWER lNE 0 0.35% SEWER LONE 0 D= ,``� � I x� N S• ♦�p�k .I � a k � ♦�° ♦tip♦�° ,I ,N Rtia x x \ha 61 i \ M1kd yY ♦ry , i i 1 p a PROPOSED 2089 LF ♦rys° �.: ;q^:tib �' �° 4-1 4" FORCE MAIN —� �k \ti ry I N FU.,21.99 DRr DONE a DRIt DRIVE ♦'✓ nd O ♦r�Yry ryy et �M1♦' {k'Y x —v �•4 J a-rA kd� ��ww�,7 �,k V EXIST I I I I I I 3 4 5 6 7 8 _{:�TDP Elni21.i6 ♦ry♦ ♦O \tte ~ a, 121.80 ry0a� xx,,, ry- ➢N a' {L ,v\M1♦ '1 TOP L�121.0e_ 70P Eln121.0a sal TOP ETr120.96 ,yy ���ry♦� x°ry\� "♦N♦p I� 9 10 I I I I I 11 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 02 2 61 7 REW CIRCLE OCO EE FLORIDA 347 K PHONE 407654-4646 FAX 407654-4621 WEB SITE: u"Ou'•TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com J I m r It's the law! T�* 18001432-4770 it i++ tl r www.callsunshine.com G F D CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. ROMA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK C OCOEE , FLORIDA No. DATE: REVISION / SUBMISSIONS B SHE ,T NAME: FORCE MAIN RO1(J TE' C COPYRIGUr2D07,TRUE ENGINEERING & ARCHITECTURE NC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THSEPLANS AND NOTTO13E REPRODUCED, CHANGED ORCOPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT A FIRSTOBTAINNG THE EXPRESS WRITTEN PEWSSION AND CONSENTOFTRUEENGNEERSING& ARCLBTECTHIRF, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUTFBISTOBTANNG SAID WRITTEN PERhESSION AND CONSENT. , ARCHITECTURAL BS DATE: AUGUST 24, 2007 I SCALE: : 80 CIVIL SLR PROJECTNo: 04-024.00 I INTERIOR BS SHEETNo: LANDSCAPING ATG DRAWN BY:DB SL C005A CHECKED BY: SLR APPROVED BY: ATG I D 11 0 2 3 C E C 1' 1 1 Call 2 full business days before you dig It's the law! y 1 18001432- Wm.cal lsunshinexom CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 2 3 rd wl 31 7 9 10 11 12 13 14 15 15.00 53.00 3.00 45.50 0.00 e O O O O 4.00 19.50 WB -67 feet Tractor Width : 8.00 Lock to Lock Time : 6.00 Trailer Width : 8.50 Steering Angle : 28.40 Tractor Track : 8.00 Articulating Angle : 75.00 Trailer Track : 8.50 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407 654 -4621 WEB SITE: 'u u v TRUEENGINEERING.COM TRUE EMAIL: true @trueengineering.com Call 2 full business days before you dig It's the law! y 1 18001432- Wm.cal lsunshinexom CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA 4 5 6 7 8 9 10 11 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 407 654 -4621 WEB SITE: 'u u vTRUEENGINEERING.COM TRUE EMAIL: true @trueengineering.com Call 2 full business days before you dig It's the law! y 1 18001432- Wm.cal lsunshinexom CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.DATE:REVISION/ SUBMISSIONS SHEET NAME: TRUCK PATH 0 COPYRIGHT 2007, TRUE ENGINEERING& ARCHITECTURE, INC. DESIGNERHEREBY EXPRESSLY RESERVES IRS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECHON WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARENOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FiRSf OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE ENGINEERSING& ARCH TEC PURE, INC. NOR ARETHEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: 051: JCIVILSLRPROJECTNo: 04- 024.00 INTERIOR BS SHEET No: C 005 LANDSCAPING ATG DRAWN JRP CHECKEDD BBY:SLR APPROVED BY:ATG K J I G F IJIJ C FF 0 K J I _ H Ce 1 E D C M. 1 2 3 4 5 1 I I I WALK WIDTH VARIES (SEE PLAN) y WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE 2"CLR. 4" CONCRETE 2"CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN - SLOPE PER PLAN - .y A• ♦• . } :a: .•r. . t.. • .. ;'; :. ; • . .c01. ASPH. PVM'T. � 6" COMPACTED BASE �- 6" COMPACTED BASE 95% AASHTO T-180 95% AASHTO T-180 1 6". 6" THICKENED EDGE RAISED CONCRETE WALK NOTE: 4" THICK SIDEWALK W/LIGHT BROOM FINISH & TROWELED EDGE. WALK WIDTH VARIES (SEE PLAN) SAWCUT DEPTH = d'/4 _ *4" CONCRE 2"CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN ASPH. PVM'T. d" , CONTRACTION JOINT 6 COMPACTED BASE 95% AASHTO T-180 6" ( 6- 1- WATERPROOF ELASTIC CAULK 1/2" ELASTIMETRIC *CONCRETE TO BE 6" THICK EXPANSION ME IN FRONT OF DUMPSTER MATERIAL THICKENED EDGE FLUSH CONCRETE WALK I 1/2" EXPANSION JOINT EXPANSION JOINT CONTRACTION JT. CONTRACTION JT. .' NOTE: ALL CONCRETE SIDEWALKS SHALL HAVE CONTRACTION JT.s * A FULL 1 2" EXPANSION JOINT AT A'�• ' .'t,..'�,'.'�� �.: !•••+:',:'':.•.• ` ••�...'.',,�: _ MAXIMUM DISTANCE OF 40 LINEAR FEET ` ' ?• �' ' AND A SAW CUT OR FORMED DUMMY CONTRACTION JT. _ CONTRAC11ON JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 LINEAR FEET. �'•'::. . ` �: .:: ' '-' ' ''' - ' . , ..a, ra• ,. EXPANSION JOINT - (NOTE: TOOLED JOINTS WILL BE SPACED AT DISTANCE EQUAL TO THE WIDTH OF SIDEWALK SIDEWALK DETAIL 1 (FDOT INDEX 232) N.T.S. BUILDING 112266.'1177 F.F.E. 126.60 125.38 32' I 5' 13' TYPICAL CROSS SECTION "A -A" (0. N.T.S. BUILDING BUILDING 1�5_gg F.F.E.125.49 F.F.E. 125.49 125.49/"� 125.28 124.78 124.78` 124.62 61 5' A TYPICAL CR 13 I 1 2 32' 32' 5' 6' OSS SECTION "D-D" N.T.S. 1 1 3 4 i' 7 '.'.'.'.'...'.'.'9•'.'.'!.'.'.'.'.'.'.'.'..!4..'.'...'.'. O5", 3500 PSI CONCRETE 12" COMPACTED SUB -GRADE COMPACTED TO 98% MAXIMUM B OBTAINABLE DRY DENSITY PER AASHTO T-180, (MINIMUM LBR-35). NOTE: 1. STABILIZATION UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. ON -SITE PAVEMENT SECTION 2 N.T.S. JOINT SEALER r 1/8" R e• TRANSVERSE CONST. LONGITUDAL CONST. JOINT -SMOOTH DOWEL JOINT -SMOOTH DOWEL BAR 3/4"@ 14" BAR 1/2"@ 24" LONG @12" CTR. LONG @12" CTR. TYPICAL CONCRETE CONSTRUCTION JOINT 3 N.T.S. i I 5'-6" 2'-6" 10 i WHITE REFLECTI ;E TRAFFIC PAINT: CHLORINATED RUBBER ALKYD, FS TT-P-115 TYPE III ONSITE 4 TRA ; FIC ARROW N.T.S. s y 5' CROSSWALK o BUILDING BUILDING F.F.E.126.84 12� 12�$� F.F.E.126.84 12 12 125.98 20' 12' 12' 20' cV CV 2'-6" WIDE THERMO YELLOW STRIPES 6 STOP BAR N.T.S. 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. TO BE PAINTED BLACK 270' REW CIRCLE OCOEE, FLORIDA 34761 K PHONE 407654-4646 FAX 407654-4621 710u)v)- WEB SITE: TRUEENGINEERING.COM 6" TRUE. EMAIL: true@trueengineering.com STEEL PLATE 1/4" � 1 0 N.T.S. 8" -- j RED 6 --1 2"R PAVEMENT SECTION H 6" 18» a d TV WHITE N ...'r.a . •- LETTERS E 1/2' EXP, JOINT AND RED PREFORMED JOINT FILLED 30"X30" HIGH INTENSITY STOP SIGN (R1-1) PER G MUTCD. TYPE "D" CURB STOP SIGN � 9 N.T.S. N.T.S. N.T.S. F BUILDING - F.F.E. 126.60 125.47 125.73 / C E 9' 22' Nni 10' 5' 32' 111 It's the law! 18001432-4770 mmailsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: N.T.S. N.T.S. _ FREEMAN COMMERCE 1 TOP ELEV. TOP ELEV. PARK 16" 14" I 16" ! 1� PARK C OCOEE , FLORIDA PL / 12" ADS FROM 15" RCP / WEIR ELEV. I MANIFOLD 121.28 PIPES. TO POND /I 24 �- INV. ELEV=121.05 BOTTOM ELEV. � INV. ELEV=119.50 - 14' - - 7.2' --5.5, 18, 25' 7.3' 15' El15' 7.5= 6' BUFFER I 36" ( ( 36" BOTTOM ELEV. o On N w 123.33 SECTION VIEW SECTION VIEW 119.40 - / WEST ELEVATION NORTH ELEVATION Cn cn N r N O O .- H F- m m m m Ci O O123.63 15" RCP F B _ TO POND 121.28 FROM s., OffmOT_ 12" ADS FROM TOP ELEV. 119.20 STRUCTURE MANIFOLD 123.33 ., ,. INV. ELEV=121.05 PIPES. �- �SHWr 117.20 INV. ELEV.=119.50 15" RCP / W121 ELEV. 119.40 TO POND /, 24" �- INV. ELEV=119.50 BOTTOM ELEV. POND CROSS SECTION "_ E Ell OUTLET 36" 119.40 14 CONTROLSTRUCTURE N.T.S. 1 sEcnox viEw EAST ELEVATION N.T.S. 5 6 7 8 9 10 11 12 13 14 15 TYPICAL CROSS SECTION "B-B" 11 n T�IcaL, cx OSS SECTION "C-C" 2 1/23/04 REVISIONS PER CITY OF OCOEE 1 1177/03 SITE PLAN SUBMITTAL No. DATE: REVISION / SUBMISSIONS SHE 3T NAME: GENERAL CONSTRUCTION DETAILS OCOPYRIGHT7007,TRUE MC,MEERMG & ARCITITF.CIURE, INC. DESIGNER HEREBY EXPRESSLYRESERVES HIS COPYRIGHT AND OTHER RIGHTS N THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HERRN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVEDAND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. ATHESEPLINS AND DRAWINGS ARENOTTOBE REPRODUCED, CHANGED OR COPIED N ANY FORM ORMANNERWHATSOEVERWTHOUT PTRSTOBTANNG THE EXPRESS WRITTEN PERMISSION AND LONSENTOF TRUEENGNEERSNG&ARCJBTECTHJRE, INC. NOR ARE THEY TO BEASSIGNEDTO ANY PARTY WITHOUTFTRSTOBTADING SAID WRITTEN PERMISSIONAND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 I SCALE: CIVIL SLR PROJECTNo: 04-024.001 N.T.S. INTERIOR BS SHEET No: LANDSCAPING ATG DRAWN JRP C007 CHECKED B BY: SLR APPROVED BY: ATG 1 1114 CID i J I T H G 11 i SAME COLOR BY NIGHT 4S BY DAY. I L . �00� 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON GALVANIZED Z — 8" STEEL PIPE W/CONCRETE FILL. STEEL CHANNEL POSTS. PAINT TRAFFIC YELLOW. 4. INSTALL QUANTITY AI ID AT LOCATIONS REQUIRED BY CODE NOTE: U AND/OR AS INDICATED DN DRAWINGS. CONFIRM ALL PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE 3" 1' —6" HANDICAPPED;SIGNAGE BODES. PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. E 5. HANDICAP SIGN TO E FDOT FTP-25. 8" 6. INSTALL AUXILIARY SIGN BELOW FTP-25 OR 26 INDICATING — LANDSCAPE ISLAND FINE FOR ILLEGAL USE I;S100.00 (6"X12" WHITE ASPHALT PAVING BACKGROUND, !BLUE LEGEND & BORDER). -F— �OF PARKING SPACE 6. ALL LETTERS SHALL BE BLACK AND 1" INNOTE: (HANDICAP ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SIGN ONLY) HEIGHT. LETTERS ARE TO BE SERIES "B" OR SECTION (1), DATED OCT. 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE I UTC "C", PER MD. BUILDING OR FACILITY ENIERANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. T--.•-•-..•-----••.•••--••••••••• -••-` ••• • ••••-•••••• __:::•::_• -_-•::_:;::;;;;:;; - ; --: - ;�:�-�:,�-;;Y.;;�;,:�.;. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED _ d ' •"'' —III—III—I � (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE ON SITE PLAN. REFLECTORIZED LEGEND AND BORDER. ' .4•. ' ..• ::. ''i III I�—• � , B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET 8. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED CHAPTER 316.1955 OF THE. FLORIDA STATUES AND SEC11ON 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK SHALL NOT EXCEED 12:1 SLOPES PARKING SPACES AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. .'4 a - (T HANDICAP SIGN POST 12" NO PARKING FIRE LANE .-- BYORDEROF FIRE DEPARTMENT NFPA 3 - 5.1&2 N.T.S. 12" :E WHITE BACKGROUND �— 2" GALVANIZED STEEL PIPE NO PAR G 1"RED LETTERS cm � FIRE LA D ~ 1"RED LETTERS BY ORDER OF FIRE DEPARTT/IE�\ N"A 3 - 5.1 &2 1/2"RED ` LETTERS LANDSCAPE ISLAND 160 N.T.S. A FIRE LANE SIGN & SIGN POST 4 1 2 3 4 BORDER. 9. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 10. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." HANDICAP SIGN & SYMBOL HANDICAP I) A 2 3riRKING I N.T.S. N.T.S. °• ° - - 4 . u ° e° ° •°.' °•.. . d. •. • ..e °. ° .d• d a .a ° d v • A. '. •OQ •d e' e 4.O'• ' ° .. e a ••° •• ° ; ;' ° •. v < d 4 .° CONCRETE SIDEWALK '.. : A A. • .° d .v •4. ..a v e • '. ., a ., .d ° . • °: ° ° • A • v, :e •.. ° I HANDICAPPED N.T.S. SIDEWALK RAC N.T.S. TYP � 5 6 7 8 9 10 11 12 3 4" WHITE STRIPE a ICAL PARKING SPACE 13 14 15 TRUE. tt ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 34761 K PHONE 407654-4646 FAX 407654-4621 WEB SITE: 'v v"vTRUEENGINEERING.COM TRUE'. EMAIL: true@trueengineering.com J 0 I G 11 W, c r It's the law! 18001432-4770 �> wm.callsunshine,com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK C OCOEE , FLORIDA 1 11/'7/03, SITE PLAN SUBMITTAL No. DATE: REVISION / SUBMISSIONS B SHEET NAME: GENERAL CONSTRUCTION DETAILS O COPYRIGHT 2007, TRUE ENGINEERING &. ARCFDTECIM INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND DIM RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENM, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECHON WHHTHE SPECITIED PROJECT. THESEPLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT A FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENrOFTRUEFNGTNEERSTNG& ARCFHTECTTURE, INC. NOR ARE THEY TO BE ASSIGNED TOANY PARTY WrfHOUT FIRSTOBTAHNDIG SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 1 SCALE: CIVIL SLR PROJECTNo: 04-024.00 N.T.S. N.T.S. INTERIOR BS SHEET No: LANDSCAPING ATG DRAWN JRP C008 CHECKEDD B BY: SLR APPROVED BY: ATG 15 0 15 K J I H G F E 0 14 m 2 I 3 4 5 6 7 8 9 10 11 12 13 14 0 I CD 0 Cq �Q cc n I o w N Of v z 0 v D Q c1 G" DIAMETER PIPE BOLLARD o to O U Z w ' o v� �I z . v —=CONTAINER ENCLOSUR` SHALL BE MIN. 8'-0" HIGH. a 3/4'� DIAMETER BY 1 1 /2" DEEP RECESSES FORS GATE —" p CANE BOLTS. PROVIDE n EACH AT GATE IN CLOSED AND• OPEN POSITION, FIEVERIFY EXACT LOCATIONS. a a c1p a D . D Q• Q CONCRETE PAD "TO WITHSTAND 10,000#/ Q d SINGLE WHEEL LOADS. 1 DUMPSTER DETAIL AND ELEVATION N.T.S. GATES SHALL BE PAINTED BLACK 4" CAP BLOCK I 111 I)I Ir� II II II II II [1J I1J II (I AMFAB MODEL 900—GG, 55 3/4" X 72" METAL GATES W/ 6 HINGES, LATCH AND GATE STOP HARDWARE BY LATCH G.C. 1 /$" TYP. FIELD WELD 1" III�l4ND BOTTOMWITH CLEARANCOE. CI III 00 (2) GATE STOPS— \ W/ 9/16" {x3" \i! HOLDERS SET _ DRIVEWAY IN SLAB [ I (II GRADE / • t' ;/ il. ,/�'ir R' moo; i� '.�/r"ri 7rk.y SOLID CONC. 6" CONC. SLAB BLOCK BEHIND T.S. REINFORCED WITH FLAT 6x6-6/6 WWF A .. \ CONCRETE FOOTINGI; { r r— TRUE. ENGINEERING & ARCHITECTURE, INC. z7o' REW CIRCLE OCOEE, FLORIDA 34.76, K PHONE 407654-4646 FAX 407654-4621 WEB SITE: "o-TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com J 11 H Ifs the law! -4 18001432 770 'Il wmcallsunshine.com G F III D CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. ROMA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK C OCOEE , FLORIDA No. DATE: REVISION / SUBMISSIONS B SHE 3T NAME: DUMPSTER _ ENCLOSURE DETAIL & ELEVATION 0 COPYRIGHT 2007, TRUE ENGINEERING @. ARCHITECTURE, INC DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND INCONNECTION WITH THE SPECIFIED PROJECT. ATHESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWHATSOEVER WITHOUT FM57 OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OFTRUE ENGINEERSING&ARCHTTECTTURE, INC. NOR ARE THEY TO BEASSIGNEDTO ANY PARTY WITHOUIFIRSI OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04-024.00 1 N.T.S. INTERIOR BS SHEET No: LANDSCAPING ATG DRAWNBY:DB JRP C009 CHECKED BY: SLR APPROVED BY: ATG 1 2 3 4 5 6 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Ljj I I F F E D 15" C B 1 2 3 4 5 6 7 8 9 10 1l 12 13 14 15 CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES VARIES VARIES VDDING " MIN.) ( TYPE B W/JKNEARLYWARNINGTAPEADTRENCHINGMETALLICLOCATINGWIRE K DETAIL FOR OTHER N 6 BRANCH SEWER MAIN RESTORATION.) •' • • •• • ,• FINISHED GRADE FINISHED GRADE w w 6" 450 SIZE VARIES WEB SITE '''•TRUEENGINEERING.COM CLEAN -OUT TRUE EMAIL @trueengineering.com TYP.z BEND WE WITH SEE NOTE 1 6" BRANCH 1" MAX. WYE WITHCLEAN -OUT REMOVABLE 6" 450 6" BRANCHj ® ,! SEE NOTE 1 PLUG BEND • x m o j j M AIN LOT J // ' '. • • •' . / /PVC J DOUBLE .,_:• LINE SEE NOTE 4• / N \ \ \ \ \\ COMMON FILL / .• LA_ v ' \ / \ / \ / \ WYE PIPE O.D. • I PLAN , 1" MAX. METAiLIC LOiATING WIRE 12" (TYP.) FINISHED G RADE Z COMMON z T I SLOPE TO FILL o TERMINAL SELECT COMMON m °z `:•• FILL . w I ., • 1.0% MIN. .. BEDDING ROCK v /\\/\\/\\/\\/ \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ / TYP. ` PIPE BEDDING < I/ I\ \ /I I /I 1 /0 / \ /1 /i1 /1 SEE NOTE 8 & 9) UNDISTURBED. EARTH RO SPRINGLINETERTERMINALDEPTH30TYP.) NOTES: AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE j HOUSE SERVICE MAXIMUM DENSITY AS PER AASHTO T -180. (3 MIN.)(TYP.) 2. TRENBACKFILL: COMMON FILL COMPACTED TO 95% OF THE NOTES: SINGLE DOUBLE MAXIMUM DENSITY AS PER AASHTO T -180 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING'!.:.. WIRE LATERAL LATERAL H 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR BY THE CITY 2 . AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX PROFILEFORPIPEDIAMETER24" AND LARGER. 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE NOTES: DIRECTION OF THE FLOW 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING TOP OF THE PIPE IN ACCORDANCE WITH STANDARD PLUMBING CODE.It the law! IN EXCAVATIONS 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE WIRE AT DIRECTION OF CITY. 25 MAXIMUM. CITY. BEDDING DEPTH SHALL BE 4" 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN 18001 MINIMUM FOR PIPE DIAMETER LESS THAN BELOW SPRING LINE. WWw.callsunshine.comG15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE U TILITIES DE PARTMENT CITY OF OCOEE UTILITIES DEPARTMENT9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING PVC PIPE BEDDING ROCK BELOW THE PIPE LOCATING WIRE SERVICE LATERAL DETAILCITYSHALLDETERMINEINTHEANDTRENCHINGDETAIL FIELD REQUIRED REMOVAL OF DETAIL UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION DATE• DWG ABEDD FIGS 101 DATES I DWGI FIG•INSTALL 108 DATES DWG WWLAT FIGS 204" 6" STANDARD HYDRANT 2 1/2" HOSE WITH 5 1/4" OPENING NOZZLES BREAKABLE 0 F— BARREL COUPLING ONE PUMPER OUTLET r OR FLANGE ON STREET SIDE z =BACKFLOW PREVENTER IN ACCORDANCE WITH FINISHED PROVIDE CONCRETE COLLAR x PLANS APPROVED BY GRADE THE CITY r GATE VALVE DRIVEWAY g "± T ` 'X18" CONCRETE E TEST COCK (TYP.) GATE VALVE .' ":'.• .;'.•;•'. : COLLAR WITH #4 REBAR 24 x24 x6 NIPPLE (TYP.) (2 REQUIRED) ** 12 GA, SOLID COPPER *THREADED UNION CONCRETE COLLAR TRACING WIRE oCASTIRONBOX I 90 ° BEND MECHANICAL JOINT z X (2 REQUIRED) GATE VALVE EXPANSION C-4 JOINT SIDEWALKFINALGRADE NOTE #3 •;:. a;•:;. O i OCKING 8" HYDRANT SQ• ADAPTER AND /OR HYDRANT EARTH CERTIFICATE OF AUTHORIZATION# 00008918 MIN. TEE, OR 3/4" TIE RODS FLORIDA REGISTRATION #49416 FROM TO O O ! (MIN 2 PER CONNECTION PROJECT NAME: MAIN SERVICE NOTES PIECE) APPROACH 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF OCOEE SHALL BE EITHER AMERICAN DARLING B84B, MUELLER A -423, OR CLOW MEDALLION. * COIL EXCESS TRACING WIRE IN BOX. 2. CONCRETE COLLAR AROUND LOWER BARREL COFHYDRANTINSANDYSOIL. OR ** A 16" DIAMETER X 6" THICK NOTES: HYDRANTS CONNECTED TO P.V.C. MAINS. CIRCULAR COLLAR MAY BE SUBSTITUTED 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE CURB & GUTIIER 3. HYDRANT BASE AND TEE MUST BE WRAPPED FOR THE 18 "X18 "X6" COLLAR. THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. STREET EXTEND MIL ABOVE MID LL NE OF PIP . NO CONCRETEIpONCRETE WILL NOTES: 4. WEEP HOLES TO BE PLUGGED. 01 - CONCRETE TO BE 2500 PSI " 5. A VERTICAL CLEARANCE SHALL BE MAINTAINED FOR AAPPROACH &SIDEWALK IN DRIVE TO BE 6 THICK VU/ WIRE MESH HORIZONTAL DISTANCE OF 4 FEET. IN ALL DIRECTIONSORFIBERMESH AROUND ALL HYDRANTS.Q3 DATE: REVISION /SUBMISSIONS1x4USEDATEXPANSIONJOINTSTOBEPRESSURETREATED. B 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE 6. PRIVATELY -OWNED WATER SYSTEM HYDRANTS MORE OF CONCRETE COVER SHALL BE MAINTAINED BY OWNERS. 5 - SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK 7 ANNUAL MAINTENANCE RECORDS FOR PRIVATE HYDRANTSWIDTH. NOT REQUIRED IN DRIVE SHALL BE SUBMITTED TO CITY FIRE DEPARTMENT. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT REDUCED PRESSURE DRIVEWAY 0 COPYRIGHT 2007, TRUE ENGINEERING & ARCTIITECNRE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER BACKFLOWPREVENTER APPROACHES STANDARD FIRE HYDRANT THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT A TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTA] NMOSAID WRITTEN PERMISSION AND CONSENT'. ARCHITECTURAL BS DATE: AUGUST 24, 2007ASSEMBLYCIVILSLRPROJECTNo: 04024.00 N.T.S. DATEI DWG BPSS FIGS 501 DATE DWG• E. K. FIGS R600 TRUE. ENGINEERING &ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 J H G ENGINEER OF RECORD: AMR T. GAWAD, P.E. FREEMAN COMMERCE PARK OCOEE ,FLORIDA 1 11/7/03 SITE PLAN SUBMITTAL No. SHEET NAME: WATER AND SEWER DETAILS RIGHTS Al THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS HERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT.A FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARC[HTECTMtE, INC. NOR ARE THEY SCALE: INTERIOR BS SHEET No: LANDSCAPING ATG APPROVED BY: ATG CoCHECKEDBY: SLR PHONE 4 07654 -4646 FAX ¢ 07 654 -4621 SIZE OF PIPE LOT LINE WYE WITH JKNEARLYWARNINGTAPEADTRENCHINGMETALLICLOCATINGWIRE K DETAIL FOR OTHER N 6 BRANCH SEWER MAIN RESTORATION.) •' • • •• • ,• FINISHED GRADE FINISHED GRADE w w 6" 450 SIZE VARIES WEB SITE '''•TRUEENGINEERING.COM CLEAN -OUT TRUE EMAIL @trueengineering.com TYP.z BEND WE WITH SEE NOTE 1 6" BRANCH 1" MAX. WYE WITHCLEAN -OUT REMOVABLE 6" 450 6" BRANCHj ® ,! SEE NOTE 1 PLUG BEND • x m o j j M AIN LOT J // ' '. • • •' . / /PVC J DOUBLE .,_:• LINE SEE NOTE 4• / N \ \ \ \ \\ COMMON FILL / .• LA_ v ' \ / \ / \ / \ WYE PIPE O.D. • I PLAN , 1" MAX. METAiLIC LOiATING WIRE 12" (TYP.) FINISHED G RADE Z COMMON z T I SLOPE TO FILL o TERMINAL SELECT COMMON m °z `:•• FILL . w I ., • 1.0% MIN. .. BEDDING ROCK v /\\/\\/\\/\\/ \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ / TYP. ` PIPE BEDDING < I/ I\ \ /I I /I 1 /0 / \ /1 /i1 /1 SEE NOTE 8 & 9) UNDISTURBED. EARTH RO SPRINGLINETERTERMINALDEPTH30TYP.) NOTES: AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE j HOUSE SERVICE MAXIMUM DENSITY AS PER AASHTO T -180. (3 MIN.)(TYP.) 2. TRENBACKFILL: COMMON FILL COMPACTED TO 95% OF THE NOTES: SINGLE DOUBLE MAXIMUM DENSITY AS PER AASHTO T -180 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING'!.:.. WIRE LATERAL LATERAL H 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR BY THE CITY2 . AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX PROFILEFORPIPEDIAMETER24" AND LARGER. 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE NOTES: DIRECTION OF THE FLOW 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING TOP OF THE PIPE IN ACCORDANCE WITH STANDARD PLUMBING CODE.It the law! IN EXCAVATIONS 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE,8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE WIRE AT DIRECTION OF CITY. 25 MAXIMUM. CITY. BEDDING DEPTH SHALL BE 4" 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN 18001 MINIMUM FOR PIPE DIAMETER LESS THAN BELOW SPRING LINE. WWw.callsunshine.comG15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE U TILITIES DE PARTMENT CITY OF OCOEE UTILITIES DEPARTMENT9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING PVC PIPE BEDDING ROCK BELOW THE PIPE LOCATING WIRE SERVICE LATERAL DETAILCITYSHALLDETERMINEINTHEANDTRENCHINGDETAIL FIELD REQUIRED REMOVAL OF DETAIL UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION DATE• DWG ABEDD FIGS 101 DATES I DWGI FIG•INSTALL 108 DATES DWG WWLAT FIGS 204" 6" STANDARD HYDRANT 2 1/2" HOSE WITH 5 1/4" OPENING NOZZLES BREAKABLE 0 F— BARREL COUPLING ONE PUMPER OUTLET r OR FLANGE ON STREET SIDE z =BACKFLOW PREVENTER IN ACCORDANCE WITH FINISHED PROVIDE CONCRETE COLLAR x PLANS APPROVED BY GRADE THE CITY r GATE VALVE DRIVEWAY g "± T ` 'X18" CONCRETE E TEST COCK (TYP.) GATE VALVE .' ":'.• .;'.•;•'. : COLLAR WITH #4 REBAR 24 x24 x6 NIPPLE (TYP.) (2 REQUIRED) ** 12 GA, SOLID COPPER *THREADED UNION CONCRETE COLLAR TRACING WIRE oCASTIRONBOX I 90 ° BEND MECHANICAL JOINT z X (2 REQUIRED) GATE VALVE EXPANSION C-4 JOINT SIDEWALKFINALGRADE NOTE #3 •;:. a;•:;. O i OCKING 8" HYDRANT SQ• ADAPTER AND /OR HYDRANT EARTH CERTIFICATE OF AUTHORIZATION# 00008918 MIN. TEE, OR 3/4" TIE RODS FLORIDA REGISTRATION #49416 FROM TO O O ! (MIN 2 PER CONNECTION PROJECT NAME: MAIN SERVICE NOTES PIECE) APPROACH 1. THE HYDRANTS ACCEPTABLE TO THE CITY OF OCOEE SHALL BE EITHER AMERICAN DARLING B84B, MUELLER A -423, OR CLOW MEDALLION. * COIL EXCESS TRACING WIRE IN BOX. 2. CONCRETE COLLAR AROUND LOWER BARREL COFHYDRANTINSANDYSOIL. OR ** A 16" DIAMETER X 6" THICK NOTES: HYDRANTS CONNECTED TO P.V.C. MAINS. CIRCULAR COLLAR MAY BE SUBSTITUTED 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE CURB & GUTIIER 3. HYDRANT BASE AND TEE MUST BE WRAPPED FOR THE 18 "X18 "X6" COLLAR. THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. STREET EXTEND MIL ABOVE MID LL NE OF PIP . NO CONCRETEIpONCRETE WILL NOTES: 4. WEEP HOLES TO BE PLUGGED. 01 - CONCRETE TO BE 2500 PSI " 5. A VERTICAL CLEARANCE SHALL BE MAINTAINED FOR AAPPROACH &SIDEWALK IN DRIVE TO BE 6 THICK VU/ WIRE MESH HORIZONTAL DISTANCE OF 4 FEET. IN ALL DIRECTIONSORFIBERMESH AROUND ALL HYDRANTS.Q3 DATE: REVISION /SUBMISSIONS1x4USEDATEXPANSIONJOINTSTOBEPRESSURETREATED. B 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE 6. PRIVATELY -OWNED WATER SYSTEM HYDRANTS MORE OF CONCRETE COVER SHALL BE MAINTAINED BY OWNERS. 5 - SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK 7 ANNUAL MAINTENANCE RECORDS FOR PRIVATE HYDRANTSWIDTH. NOT REQUIRED IN DRIVE SHALL BE SUBMITTED TO CITY FIRE DEPARTMENT. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT REDUCED PRESSURE DRIVEWAY 0 COPYRIGHT 2007, TRUE ENGINEERING & ARCTIITECNRE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER BACKFLOWPREVENTER APPROACHES STANDARD FIRE HYDRANT THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT A TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTA] NMOSAID WRITTEN PERMISSION AND CONSENT'. ARCHITECTURAL BS DATE: AUGUST 24, 2007ASSEMBLYCIVILSLRPROJECTNo: 04024.00 N.T.S. DATEI DWG BPSS FIGS 501 DATE DWG• E. K. FIGS R600 TRUE. ENGINEERING &ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 J H G ENGINEER OF RECORD: AMR T. GAWAD, P.E. FREEMAN COMMERCE PARK OCOEE ,FLORIDA 1 11/7/03 SITE PLAN SUBMITTAL No. SHEET NAME: WATER AND SEWER DETAILS RIGHTS Al THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS HERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT.A FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARC[HTECTMtE, INC. NOR ARE THEY SCALE: INTERIOR BS SHEET No: LANDSCAPING ATG APPROVED BY: ATG CoCHECKEDBY: SLR PHONE 4 07654 -4646 FAX ¢ 07 654 -4621 its 1© in l© in 11 11m i FA a 5 h 7 R 9 1 f1 1 1 m 1C 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. THIS PROJECT SHALL BE DEVELOPED IN 7 PHASES. 3. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES. 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 7. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREET EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SITE PLAN. 8. ALL COMMERCIAL AND INDUSTRIAL PAD ELEVATIONS WILL EXCEED THE 100 -YEAR FLOOD PLANE BY A MINIMUM OF TWO FEET. 9. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE WETLAND AREAS INSIDE THE 100 -YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. (CITYSTAFF SHOULD ADVISE IFANYPORTION OF THE PROJECT IS LOCATED WITHIN THE 100 -YEAR FLOOD ELEVATION. IF NOT, THIS COA CAN BE DELETED). 10. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND /OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 11. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT -OF -WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. (CITYSTAFFSHOULD ADVISE WHETHER THIS COA ISAPPLICABLE). 12. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT -OF -WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SITE PLAN. ALL EXISTING PROTECTED TREES WILL BE EVALUATED TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. (CITYSTAFFSHOULD ADVISE WHETHER THIS COA IS APPLICABLE). 13. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. (CITYSTAFFSHOULD ADVISE WHETHER THIS COA IS APPLICABLE) . 14. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 15. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF APPROVAL OF THE FINAL SITE PLAN. 16. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 17. A PERPETUAL, NON- EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 18. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 19. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 20. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. CITY STAFF SHO ULD AD VISE WHETHER THIS COA IS APPLICABLE). 21. WITHIN THIRTY (30) DAYS OF RECEIPT OF A WRITTEN REQUEST BY THE CITY, BUT IN NO EVENT LATER THAN THE APPROVAL OF ANY FINAL SITE PLAN OR FINAL SUBDIVISION PLAN FOR THE PROPERTY, OR ANY PORTION THEREOF, THE OWNER SHALL DEDICATE AND CONVEY TO THE CITY TRACT A ADDITIONAL RIGHT -OF -WAY TRACT) AND TRACT B (PATHWAY TRACT), AS SUCH TRACTS ARE SHOWN GENERALLY ON THIS SITE PLAN. AT LEAST TWENTY (20) DAYS PRIOR TO THE CONVEYANCE, THE OWNER SHALL PROVIDE THE CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION FOR EACH TRACT, SAID DESCRIPTIONS AND SKETCHES BEING CERTIFIED TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE SUBJECT PROPERTY SHALL BE DEDICATED AND CONVEYED BY THE OWNER TO THE CITY BY SPECIAL WARRANTY DEED FREE t CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL WARRANTY DEED SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE SUBJECT PROPERTY, PROVIDE TO THE CITY A CURRENT ATTORNEY'S OPINION OF TITLE OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE, TO THE SUBJECT PROPERTY IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONUEYAN 11i E AND DEDICATION OF THE SUBJECT PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNIi SOLELY BY THE OWNER. REAL PROPERTY TAXES ON THE SUBJECT PROPERTY SHALL BE PRORATED AA S OF THE DATE BEFORE THE CITY'S ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE OWNER SHALL BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUES; PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER 1 AND DECEMMR 31, THEN THE OWNER SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. i71THER THE OWNER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY HASLL E ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF THE SUBJECT PROPERTY., 22. THIS PROJECT SHALL COMPLY WITH, ADHERE TO, AND NOT DEVIATE FROM OR OTHERWISE CONFLICT WITH ANY VERBAL OR WRITTEN PROMISE OR REPRESENTATION MADE BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) TO THE CITY COMMISSION AT ANY PUBLIC HEARING WHERE THIS PROJECT WAS CONSIDERED FOR APPROVAL, WHERE SUCH PROMISE OR REPRESENTATION, WHETHER ORAL OR WRITTEN, WAS RELIED UPON BY THE CITY COMMISSION IN APPROi VING THE PROJECT, COULD HAVE REASONABLY BEEN EXPECTED TO HAVE BEEN RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, OR COULD HAVE REASONABLY INDUCED OR OTHERWISE INFLUENCED THE CITY COMMISSION TO APPROVE THE PROJECT. FOR PURPOSES OF THIS CONDITION OF APPROVAL, A PROMISE" OR "REPRESENTATION" SHALL BE DEEMED TO HAVE BEEN MADE TO THE CITY COMMISSION BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) IF IT WAS EXPRESSLY MADE TO THE CITY COMMISSION AT A PUBLIC HEARING WHERE THE PROJECT WAS CONSIDERED FOR APPROVAL. 17 A CONDOMINIUM ASSOCIATION SHALL BE CREATED FOR THE MAINTENANCE OF ALL COMMON THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH ALL STORMWATER PONDS, WILL BE OPERATED AND MAINTAINED BY THE CONDOMINIUM ASSOCIATION. PRIOR TO ANY APPROVAL OF A FINAL SITE PLAN OR FINAL SUBDIVISION PLAN FOR THE PROPERTY, OR ANY PORTION THEREOF, ALL CONDOMINIUM DOCUMENTS RELATED TO THE PROJECT, INCLUDING BUT NOT LIMITED TO, THE DECLARATION OF CONDOMINIUM AND ARTICLES AND BYLAWS OF THE CONDOMINIUM ASSOCIATION, SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY. THE DECLARATION OF CONDOMINIUM SHALL INCLUDE THE FOLLOWING PROVISIONS: NOTWITHSTANDING THE TURNOVER OF THE CONDOMINIUM ASSOCIATION TO THE CONDOMINIUM UNIT OWNERS, OR ANY PROVISION TO THE CONTRARY CONTAINED HEREIN, THE DECLARANT SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER. PONDS, UNTIL SUCH TIME AS (I) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), (II) THE CONDOMINIUM ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DECLARANT'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE CONDOMINIUM ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DECLARANT'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE CONDOMINIUM ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE OF THE SWMS. PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE CONDOMINIUM ASSOCIATION FAIL TO DO SO OR SHOULD THE CONDOMINIUM ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. PROVISION GRANTING THE CITY OF OCOEE THE RIGHT, BUT NOT THE OBLIGATION, TO REPAIR AND MAINTAIN THE STORMWATER SYSTEM SHOULD THE CONDOMINIUM ASSOCIATION FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE CONDOMINIUM ASSOCIATION, OR FROM THE DECLARANT IF (I) TURNOVER OF CONTROL OF THE CONDOMINIUM UNIT OWNERS HAS NOT OCCURRED, OR (II) IF THE DECLARANT IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION OF THE CONDOMINIUM ASSOCIATION, AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL, THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE CONDOMINIUM ASSOCIATION. PROVISION THAT THE CONDOMINIUM ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE CONDOMINIUM ASSOCIATION TO THE CONDOMINIUM UNIT OWNERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE PROPERTY OWNERS ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. PROVISION THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE CONDOMINIUM ASSOCIATION. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE CONDOMINIUM ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. ALL IRRIGATION WILL BE MASTER METERED. THE CONDOMINIUM ASSOCIATION SHALL BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES. 1 3 4 5 6 7 8 9 10 11 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 PHONE 407 654 -4646 FAX 407 654 -4621 WEB SITE: iA- Ozl)- TRUEENGINEERING.COM TRUE EMAIL: true @trueengineering.com Call 2 full business days before you dig It's the law! 8001432 - 4770 f wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION P9416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.DATE:REVISION/ SUBMISSIONS SHEET NAME: CONDITIONS OF APPROVAL O COPYRIGHT 2007, TRUE ENGINEERING & ARCHITECIURE, INC. DESIGNER HEREBYEXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN TFBiIDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DFSIGNS,ARRANGEMENIS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPEDFOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECr. THESEPLANS AND DRAWINGS ARENOTTO BE REPRODUCED, CHANGED OR COPIED M ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENrOFTRUE ENGINEERSING& ARCHITECITURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: N.T.S.CIVIL SLR PROJECTNo: 04- 024.00 INTERIOR BS SHEET No: co 1 LANDSCAPING ATG DRAWN JRP CHECKEDD BBY:SLR APPROVED BY:ATG m IV Cif in E F C 1 K J I G tD C I, 1 2 3 5 i A 20 LP) I S.S. HINGESSCOPE: Supply and install one complete H -20 LP Pre -Fab Lift Station, per design. C 7 10 RILEY& Company, Inc. Pumps shall be capable of grinding and pumping domestic & commercial sewage.COMPONENT SPECIFICATIONS: Stator winding shall be open type with Class F insulation and shall be heat- All circuit breakers shall be molded thermal magnetic. Complete system shall be supplied by The mechanical interlock shall prevent the normal and RILEY & Compan Inc.emergency main breakers being energized at the same Stator winding shall be open type with Class F insulation and shall be heat- time. Sanford, FL 32750 (P h . 407-265-9963)An emergency generator receptacle shall be supplied in winding and shall be connected in series with the magnetic contactor coil in accordance with DEP standards. The generator receptacle Contract to be awarded on the basis of the base bid H -20 LP LIFT STATION.shall be adequately sized to meet the equipment operating Due to the structural strength, corrosion resistance, and the leak -proof design conditions. of the H -20 LP complete system, concrete wetwells will not be approved.All motor short circuit protection devices must provide for After the H -20 load rated wetwell has been installed, the ASTM Certification undervoltage release and class 10 overload protection on all Number and Serial Tracking Number must be visible.three phases. Visable trip indication, test, and reset capability Carbide. must be provided without opening inner door. Certification of the wetwell H -20 load rating must be supplied with submittals.Open frame, across the line, contactors shall be rated per IEC H -20 certification must be signed and sealed by an engineer registered in the standards and properly sized per the motor requirements. State of Florida.Contactors shall provide for safe touch power and control PUMPS: The submersible pumps shall be manufactured by HOMA . The pumps shall be terminals. Lightning Arrestor shall meet or exceed the requirements of installed in the H -20 LP FRP wetwell utilizing a dual slide rail system.ANSI /IEEE Std. C62.21 -1984 section &6.1, and &7.3 shall be The submersible pumps shall be capable of pumping 3" solids through the pump supplied by electrician and mounted on the bottom side of the and the Sch.80 PVC discharge piping,switch disconnect ahead of the pump control panel. A voltage monitor shall be supplied for single phase service. A phase monitor shall be supplied for (3) phase service. A green pilot light shall be supplied for each motor. The pilot 1- ea. Alarm Silence Pushbutton The backpanel shall be fabricated from. 125, 5052 -H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to backpanel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) 1- ea. Silence Relay 1- ea. Duplex Alternator 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The innerdoor shall be fabricated from .080, 5052 -H32 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge. The following components shall be mounted through the innerdoor: 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 1- ea. Hand- Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non- Recetable) 1- ea. GFI Duplex Convenience Outlet 1 2 3 FASTNERS & APPURTANCES: All fasternes lifting cables, float cable bracket, hinges, and appurtances shall) be made of AISI 304SS. €€ A 304SS slide /latch assembly shall bed provid d for holding the doors open on the wetwell and valve box- li Slide rails shall be made of SCH.40 AISI 304S pipe - Pump lifting cables shall be made of AISI 304 ISS. Pump lifting bales shall be made of AIS1304 SS. H -20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H -20 load rated with integral lifting lugs, fiberglass slope in bottom of wetwell and valve box. Certification of the H -20 load rating must be supplied at the time of W/ FERNCO BOOT CAST -IRON 2" PVC DRAIN PLUG VALVE 8" INLET ( " P- TRAP ") FIELD INSTALLED 72 2' MIN.CAST -IRON FLANGED CHECK VALVE (LEVER & WEIGHT) 4 " SCH.80 PVC INTEGRAL FIBERGLASS SLOPE FOR PROPER DRAINAGE SLIDE RAILS ) SCH.40 AISI 304SS PIPE INTEGRAL FIBERGLASS SLOPE PUMP DISCHARGE SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT o s FLOTATION 14.25YD,3 6' Q MAKE MONOLITHIC POUR WITH BOTTOM SLAB 24" o v o 0 0 0 0 I v V I-8v - CONCRETE BASE SLAB AS PER BASIN ANTI- FLOTATION FLANGE SPECIFICATIONS w/ #4 REBAR 18" O.C. LIFT STATION SECTION submittals to Engineer. light shall illuminate each time the motor is called to run. Stator winding shall be open type with Class F insulation and shall be heat-Each pump shall have an Elapse Time Meter to record the shrink hoed into the stator housing. The use of pins, bolts, or other fastening accumulated run time. The ETM shall be 2" diameter, devices is not acceptable,non- resettable, six digit, totally encapsulated unit. Stator winding shall be open type with Class F insulation and shall be heat-A Red pilot light shall be supplied for control power. The pilot A heat sensor theromstat shall be attached to the top end of the motor light shall illuminate when the control power is available inside winding and shall be connected in series with the magnetic contactor coil in the control panel. the control panel to stop motor if winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal.Relays shall be ice -cube plug in type. Relay contacts shall be Two heat sensor thermostats shall be used on three phase motors,rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The pump motor grinder shaft shall be AISI 430F SS threaded to take The terminals shall be rated 25 amps minimum, the pump impeller and the grinder impeller.Each motors over - temperature contact shall be connected to Upper & lower mechanical seals shall be Silicon Carbide vs Silicon the terminal strip and shall open a contact to de- energize the Carbide.appropriate motor upon a high temperature within the motor. FOR ELECTRICAL A 15 Amp GFI duplex receptacle shall be supplied and DUPLEX CONTROL PANEL:mounted on the innerdoor. Control panel shall be assembled and built by a TUV (UL508A CERTIFIED)Ground lugs shall be supplied and appropriately sized for each manufacturing facility, motor and for service entrance. The Enclosure shall be NEMA 4X, minimum 24" high x 20" wide x 8" deep 460/3 fiberglass with padlockable draw latches.Nameplates for the innerdoor and back panel shall be of a graphic The enclosure shall have external mounting feet to allow for wall mounting,design, specifically depicting the intent for each device. All hardware shall be stainless steel. All conduit penetrations shall have ELECTRICAL approved seal off fittings and shall be properly sealed to prevent wetwell MISCELLANEOUS: All wiring on the backpanel shall be containted gases from entering enclosure,within the wiring duct. All wiring between the innerdoor and the INTERIOR backpanel shall be contained with in a plastic spiral wrap. The following components shall be mounted through the enclosure:Each wire shall have a wire number at each end to correspond to the as 1- ea. Red Alarm Beacon (Light)built drawing for field troubleshooting. 1- ea. Alarm Horn The control panel shall be assembled by a TUV (UL508A Certified) 1- ea Generator Receptacle w/ weatherproof cover manufacturing facility. 1- ea. Alarm Silence Pushbutton The backpanel shall be fabricated from. 125, 5052 -H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to backpanel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) 1- ea. Silence Relay 1- ea. Duplex Alternator 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The innerdoor shall be fabricated from .080, 5052 -H32 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge. The following components shall be mounted through the innerdoor: 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 1- ea. Hand- Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non- Recetable) 1- ea. GFI Duplex Convenience Outlet 1 2 3 FASTNERS & APPURTANCES: All fasternes lifting cables, float cable bracket, hinges, and appurtances shall) be made of AISI 304SS. €€ A 304SS slide /latch assembly shall bed provid d for holding the doors open on the wetwell and valve box- li Slide rails shall be made of SCH.40 AISI 304S pipe - Pump lifting cables shall be made of AISI 304 ISS. Pump lifting bales shall be made of AIS1304 SS. H -20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H -20 load rated with integral lifting lugs, fiberglass slope in bottom of wetwell and valve box. Certification of the H -20 load rating must be supplied at the time of W/ FERNCO BOOT CAST -IRON 2" PVC DRAIN PLUG VALVE 8" INLET ( " P- TRAP ") FIELD INSTALLED 72 2' MIN.CAST -IRON FLANGED CHECK VALVE (LEVER & WEIGHT) 4 " SCH.80 PVC INTEGRAL FIBERGLASS SLOPE FOR PROPER DRAINAGE SLIDE RAILS ) SCH.40 AISI 304SS PIPE INTEGRAL FIBERGLASS SLOPE PUMP DISCHARGE SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT o s FLOTATION 14.25YD,3 6' Q MAKE MONOLITHIC POUR WITH BOTTOM SLAB 24" o v o 0 0 0 0 I v V I-8v - CONCRETE BASE SLAB AS PER BASIN ANTI- FLOTATION FLANGE SPECIFICATIONS w/ #4 REBAR 18" O.C. LIFT STATION SECTION submittals to Engineer. ELEVATIONS T PRIMARY PUMP CAPACITY The wetwell shall be manufactured of fiberglass reinforced polyester FRP) of depth and diameter as shown on the lift station elevation detail. The wall thickness shall be adequate for the depth of the wetwell to maintain the H -20 LOAD RATING. 137'TDH INLET INVERT EXECUTION: SECONDARY PUMP CAPACITY Installation shall be in strict accordance with the HIGH LEVEL ALARM manufacturer's recommendations in the locations SECONDARY TDH shown on the drawing.4" GREEN VEN 117.00 w/ BRONZE BUG SCREE INSPECTION & TESTING: A factory representative 1st PUMP ON shall be provide for a one (1) time start -up and shall 3 (2 ") FIELD have complete knowledge of the proper operation INSTALLED KNOCKOUTS and maintenance of complete system.FOR ELECTRICAL Megger the motors. The pump motors shall be CONDUITS megged out prior to the start -up to ensure that the HORSEPOWER insulation of the pump motor /cable is intact.INTEGRAL LIFTING LUGS-------" The pump controls and pumps shall be checked for SS CABLE 18" BRACKET 1 FRP VALVE BOX 06 "x 12" x 12" DEEP FIN GRADE Z 4" F.M. M mechanical reliability and proper operation. SS CAST -IRON CAULKING HUB ! LIFTING CABLE PLUG VALVE CAST -IRON PUMP DATA ELEVATIONS T PRIMARY PUMP CAPACITY 150 GPM TOP OF WETWELL 128.00 PRIMARY TDH 137'TDH INLET INVERT 118.40 SECONDARY PUMP CAPACITY 255 GPM HIGH LEVEL ALARM 118.00 SECONDARY TDH 117'TDH 2nd PUMP ON 117.00 PUMP MANUFACTURER HOMA 1st PUMP ON 116.00 PUMP MODEL #AV434 PUMPS OFF 114.50 R.P.M.3490 BOTTOM OF WETWELL 111.00 HORSEPOWER 30 WETWELL DIAMETER 72' ELECTRICAL/ VOLTS / PHASE 460/3 V SERVICE LOCATION VERIFY w/ POWER CO.) PUMP DISCHARGE SIZE 4" SOLIDS HANDLING 31/ ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT RILEY & CO. / H -20 LP 09 -06 STAINLESS STEEL BOLTS, WASHERS AND NUTS i 12 ALUMINUM ACCESS HATCH LOCKABLE COVER FIBERGLASS WETWELL H -20 LOAD RATED SWITCH DISCONNECT It's tie law! 80Q1432 -4770 www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 ELECTRIC METER OR PULL POWER FROM BUILDING CONTROL PANEL 2" GALVANIZED CAPS (THREADED) . GENERATOR RECEPTOR LIGHTNING ARRESTOR FIELD MOUNTED MODEL A3042 (O.A.E.) - - O BY ELECTRICIAN GALVANIZED UNISTRUT SEAL -OFFS - (2 ") 2) - 2" CONDUITS REQ'D FOR 2 HP PUMPS 3) - 2" CONDUITS REQ'D FOR 3 HP PUMPS & LARGER 3/4" HOSE BIBB FLOAT SWITCHES 3/4 "GALV. RISER PUMP NO.1 SLEEVE REQUIRED °.-°PUMP N0.2 2" RIGID GALV. POSTS TO WATER SUPPLY CONCRETE AROUND POSTS GROUND NOTE: ROD 12" DIA. x 24" DEEP REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER V SERVICE LOCATION VERIFY w/ POWER CO.)TO BE INSTALLED IN WATER SUPPLY LINE TO 0 COPYRIOHT2007,TRUE ENGINEERING & ARCHITECNRE, INC. DESIGNERBEREBY EXPRESSLYRESERVES IDS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO HE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IBM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUEENGINEERSINO& ARCHTIF.CTTURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. LIFT STATION "FEBCO WATTS" (OAE) BS ELECTRICAL RISER 4 5 6 7 8 9 10 11 12 13 14 15 11 VENT CAST -IRON CAULKING HUB FERNCO BOOT W/ STAINLESS STEEL STRAP 11 All 0 13 14 15 FIBERGLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP -OUT W/ QUICK CONNECT COUPLING T ISOLATION PLUG VALVE PVC DISCHARGE LINE PVC DISCHARGE NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER OPTIONALLY AT "A ", "B ", OR "C" LIFT STATION PLAN FIBERGLASS VALVE BOX EMERGENCY PUMP -OUT N (48" x 48" x 36" DEEP) w /QUICK CONNECT CPLG. GATE VALVE TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 34761 PHONE 407 654 -4646 FAX 407 654 -4621 WEB SITE: u " O "'•TRUEENGINEERING.COM TRUE EMAIL* true@trueengineering.com It's tie law! 80Q1432 -4770 www.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.DATE:REVISION/ SUBMISSIONS SHEET NAME: PUMP STATION DETAILS, PLAN & NOTES 0 COPYRIOHT2007,TRUE ENGINEERING & ARCHITECNRE, INC. DESIGNERBEREBY EXPRESSLYRESERVES IDS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO HE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT IBM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUEENGINEERSINO& ARCHTIF.CTTURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: N.T.S.CIVIL SLR PROJECTNo: 04- 024.00 INTERIOR BS SHEETNo: C 01 2 LANDSCAPING ATG DRAWN CHECKED D BBY:SLRL APPROVED BY.ATG J H C E C i n K J li C6C E ID A rc Imo\ 1 2 3 4 CULTEC RECHARGER 150 SPECIFICATIONS GENERAL CULTEC RECHARGER 150 CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION, AND CONTROLLING THE FLOW OF ON -SITE STORMWATER RUNOFF. CHAMBER PROPERTIES 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT (203- 775 - 4416). 2. CONTACT CULTEC, INC. AT 203 - 775 -4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 150 SHALL BE 18.5 INCHES TALL, 33 INCHES WIDE AND 8.5 FEET LONG. THE INSTALLED LENGTH OF INTERMEDIATE UNITS SHALL BE 7.5 FEET. 4. THE STANDARD -DUTY VERSION OF THE CHAMBER COMES STANDARD WITH A 4.75 INCH INLET /OUTLET OPENING, THE HEAVY -DUTY VERSION DOES NOT COME WITH A PRE - DRILLED INLET /OUTLET. MAXIMUM INLET OPENING IS 12 INCHES. 5. THE CHAMBER WILL HAVE 16 CORRUGATIONS. 6. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 150 WILL BE 2.65 CF /LF. 7. THE CHAMBERS WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) IN AN ISO- 9001:2000 CERTIFIED FACILITY. 8. CHAMBERS ARE MANUFACTURED WITH AN OPEN BOTTOM, INTEGRALLY FORMED END WALLS AND PERFORATED SIDEWALLS. 9. THE CHAMBERS WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS. 10. THE CHAMBERS END WALL WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE INLET OR END PLATES CANNOT BE USED WITH THIS UNIT. 11. THE RECHARGER 150R STAND - ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL END WALLS. 12. THE RECHARGER 150S STARTER CHAMBER MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END WALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 9.6 INCHES HIGH X 23 INCHES WIDE. 13. THE RECHARGER 1501 INTERMEDIATE CHAMBER MUST BE FORMED AS A WHOLE CHAMBER HAVING AT LEAST ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 9.6 INCHES HIGH X 23 INC HES WIDE. 14. THE RECHARGER 150E END CHAMBER MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END WALL. 15. ALL CHAMBERS WILL BE ARCHED IN SHAPE AND HAVE SIXTY % INCH ROUND DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE INFILTRATION /EXFILTRATION., 16. RECHARGER 150HD HEAVY DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H -20 LOAD RATING (32,000 LBS. /AXLE) WHEN INSTALLED ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. RECHARGER 150HD HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 17. RECHARGER 150 STANDARD DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H -10 LOAD RATING (16,000 LBS. /AXLE) WHEN INSTALLED ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. 18. POLYETHYLENE CHAMBERS MUST HAVE THE ABILITY TO ACCEPT AND CARRY PIPE THROUGH ITS INTEGRALLY FORMED VERTICAL SUPPORT WALL WITHOUT THE USE OF SEPARATE PIPE HANGERS. 19. UNITS WILL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN -OUT. 20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 21. REPEATING SUPPORT PANELS AND END WALLS OF THE ELONGATED CHAMBER SHALL BE SPACED EVERY 7.5 FEET. 5 0 MODEL 150RHD STAND ALONE SMALL RIB LARGE RIB 0 0 MODEL 150SHD STARTER SMALL RIB LARGE RIB 0 0 MODEL 1501HD INTERMEDIATE SMALL RIB LARGE RIB 38 mm] 0 MODEL 150EHD END SMALL RIB LARGE RIB 0 0 r3 33.0" [I 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 38 mm] 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 6" DIA. INSPECTION PORT 102.0" [2591 mm] INSTALLED LENGTH = 90.2"[2291 mm] 0 1 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 I0 0 0 0 0 0 0 0 0 0 0 I SMALL RIB LARGE RIB 18.5" [470 mm] I 23.0" [584 mm] I CULTEC RECHARGER 150 D CHAMBER STORAGE = 2.65 CF /FT INSTALLED LENGTH ADJUSTMENT = 1.0' ALL RECHARGER 150HD HEAVY -DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 11 12 13 14 15 LARGE RIB SMALL RIB END DETAIL END DETAIL MODEL 150 RHD STARTER MODELRHD UNITS ARE USED TO BEGIN A LINE OR USED AS SINGLE > STAND ALONE SECTIONS. MODEL 150 SHD STARTER MODELSHD lo ft >STARTER UNITS ARE USED TO BEGIN A LINE. MODEL 150 IHD INTERMEDIATE MODEL IHD UNITS ARE USED AS MIDDLE SECTIONS TO EXTEND THE LENGTH OF A LINE. mob> MODEL 150 EHID END UNITS MODEL EHD ARE USED TO END THE LENGTH MEOFALINE. gig& 10 CULTEC RECHARGER 150HD HEAVY - DUTY THREE VIEW -10 CULTEC RECHARGER 15OHD HEAVY -DUTY END DETAIL INFORMATION H 2 . 0 3.° i RECHARGER 150HD 5" CONCRETE 95 COMPACTED F 4 OZ. NON -WOVEN FILTER FABRIC HEAVY -DUTY CHAMBER PAVEMENT AROUND STONE r: 12 mm G12.6 320 MIN ICY MY 1b;wi /.fin. \ \ 11111111111 MODEL 150 IHD 10.8" [274 mm] -1 0 -T-- 29.7" [754 mm] --) (--- 35.1" [892 mm] --- GENERAL NOTES ALL RECHARGER 150HD HEAVY -DUTY UNITS ARE MARKED WITH ARECHARGER150HDBYCULTEC, INC. OF BROOKFIELD, CT. STORAGE PROVIDED = 4.89 CF /FT PER DESIGN UNIT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF REFER TO CULTEC, INC.'S CURRENT RECOMMENDT CHAMBER. ED ALL RECHARGER 150CHAMBERS MUST BE INSTALLED IN INSTALLATION GUIDELINES. . USE RECHARGER 150HD HEAVY -DUTY FOR TRAFFIC AND /OR H2O ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND APPLICATIONS. FEDERAL REGULATIONS. MODEL 150 IHD MODEL 150 SHD TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 4,07654 -4646 FAX 107 654 -4621 WEB SITE: "TRUEENGINEERING.COM TRUE EMAIL: tr @trueengineering.com C 2 full business d befor you dig It's the law! 0001 432 - 47x'0 r wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AIVIR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.I DATE:I REVISION/ SUBMISSIONS SHEET NAME: CULTEC DETAIL SHEET RECHARGER 150HD HEAVY -DUTY PAVED TRAFFIC APPLICATION O COPYRIGHT PORT, TRUE ENGINEERING &ARCHITECTURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS,DESIGNS,ARRANGEMEMS,PLANS AND DRAWINGS SHOWN HEREBJ, SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FORUSE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHITECITURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIM OBTAIM OSAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24,2007 SCALE:1VN. 1T.SIJ .CIVIL SLR PROJECTNo: 04024.00 INTERIOR BS SHEETNo: C01 LANDSCAPING ATG D :JRP CHECKEDHECYXD BY:SLR APPROVED BY:ATG IN J E GENERAL NOTES 4'o CULTEC RECHARGER 150HD HEAVY -DUTY TYPICAL CROSS SECTION 5'o CULTEC RECHARGER 150HD HEAVY - DUTY TYPICAL INTERLOCK 11,11 rr CULTEC TYPICAL INLET CONNECTION6.0 I I I I 1 2 3 4 R 150 5 PAVEMENT MANIFOLD FEED PIPE PER ENGINEER DESIGN MAX. INLET = 12 INCHES) PAVEMENT SUB -BASE 95% COMPACTED FILL 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE CULTEC RECHARGER 150HD HEAVY -DUTY CHAMBER 1 -2 INCH WASHED CRUSHED STONE BENEATH AND AROUND CHAMBER BED HEADER PIPE PER ENGINEER DESIGN 6" MIN. DEPTH OF 1 -2 INCH CRUSHED WASHED STONE ABOVE AND BELOW CHAMBER CULTEC CONTACTOR 15OHD HEAVY DUTY PLAN VIEW I I I 1 7 8 9 10 11 11% 1 - 2 INCH DIA. WASHED, PAVEMENT CRUSHED STONE 95% C CULTEC RECHARGER 125HD 4 OZ. NON -WOVEN FILTER FABRIC COMPACTED FILL AROUND STONE HEAVY -DUTY CHAMBER 6.1" [155 mm] MIN. e w ,o,. f• {'.i3 7vity >"'c 1, ,,>, .,. vw.[::. ::,krt, n .... t 4 . y p , !.. •....;• •-.t:i ..+.'•;i c ::•'! „, yr ,,;,.tiia: .'/:Y. ti."r;. r:. r'.! e.. n •....;..,'i•.`,r.•'':i'r.•4\f... f ;.ILA ..;; , a •S ^•. , + "..,w, , P :r :z• •. ^' a. <::.::r.' Y.t,:..a'it: .,h.,Kn ,L C *' v :.. %'x•. _• s,;s 4 w •'i.i t°t:.. • I.'L. r. • ,v7`. g:, • /.v. .: k .:v , „ ?.• '. xcia ' ' t; •:':7Cr: >::4• +•'.: ,..r .... ¢r;• t °•`.. ..trn- a:m.'\ •1VJ ' ' ' +L ": pia' ,L' '.k:. t ,t c. i:,2:1.:.' ar'.,. .J; ,Ka. mm] MIN. y 14.1 359 mm r+ + mm] MIN. PIPE MANIFOLD DIA. AND ELEV. 9.1" 232 mm B DETERMINED BY ENGINEER [ ] MAX. INLET = 12 INCHES) (TYP.) A CULTEC MANIFOLD DETAILs.o 12 13 14 15 MODEL 150 EHD Riot _• HIDDEN END \ r -rx 1_11 1-Grt PER ENGINEER DESIGN ENGINEER DESIGN (MAX. INLET = 10 INCHES) 1 2 3 4 5 CULTEC CONTACTOR 100 CHAMBER PRODUCT SPECIFICATIONS GENERAL K CULTEC CONTACTOR 100 CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER AND /OR ON -SITE WASTEWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION, AND CONTROLLING THE FLOW OF ON -SITE STORMWATER RUNOFF OR AS SEPTIC LEACHFIELDS. CHAMBER PROPERTIES 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT (203- 775 - 4416). 2. CONTACT CULTEC, INC. AT 203 - 775 -4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. 3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC CONTACTOR 100 SHALL BE 12.5 INCHES TALL, 36 INCHES J WIDE AND 8 FEET LONG. THE INSTALLED LENGTH OF INTERMEDIATE UNITS SHALL BE 7.4 FEET FOR STANDARD -DUTY AND 7.5 FEET FOR HEAVY -DUTY. 4. THE CONTACTOR 100 COMES STANDARD WITH A 4.5 INCH INLET /OUTLET OPENING. THE OPENING MAY BE INCREASED TO 10 INCH MAXIMUM DIAMETER. 5. THE CHAMBER WILL HAVE 16 CORRUGATIONS. 6. THE NOMINAL STORAGE VOLUME OF THE CONTACTOR 100 STANDARD -DUTY WILL BE 1.961 CF /FT; THE CONTACTOR 100 HD WILL BE 1.866 CF /FT. I 7. THE CHAMBERS WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) IN AN ISO - 9001:2000 CERTIFIED FACILITY. 8. CHAMBERS ARE MANUFACTURED WITH AN OPEN BOTTOM, INTEGRALLY FORMED END WALLS AND PERFORATED SIDEWALLS. 9. THE CHAMBERS MUST HAVE ACHIEVED A MINIMUM OF 5 YEARS INSTALLATION HISTORY WITHOUT STRUCTURAL DEFICIENCIES. 10. THE CHAMBERS WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE H FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS. 11. THE CHAMBER'S END WALL WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE INLET OR END PLATES CANNOT BE USED WITH THIS UNIT. 12. THE CONTACTOR 100R STARTER CHAMBER MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL END WALLS, AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. 13. THE CONTACTOR 100E MIDDLE /END CHAMBER MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END WALL, AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. G 14. ALL CHAMBERS WILL BE ARCHED IN SHAPE.THE HEAVY -DUTY VERSION WILL HAVE FIFTY -SIX % INCH ROUND DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE INFILTRATION /EXFILTRATION; THE STANDARD -DUTY VERSION WILL HAVE THIRTY 3 / INCH ROUND DISCHARGE HOLES. 15. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 16. CONTACTOR 10OHD HEAVY -DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H -20 LOAD RATING (32,000 LBS. /AXLE) WHEN INSTALLED ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. CONTACTOR HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE F LENGTH OF THE CHAMBER. 17. CONTACTOR 100 STANDARD -DUTY CHAMBERS ARE DESIGNED TO WITHSTAND AASHTO H -10 LOAD RATING 16,000 LBS. /AXLE) WHEN INSTALLED ACCORDING TO CULTEC'S MOST CURRENT INSTALLATION INSTRUCTIONS. 18. POLYETHYLENE CHAMBERS MUST HAVE THE ABILITY TO ACCEPT AND CARRY PIPE THROUGH ITS INTEGRALLY FORMED VERTICAL SUPPORT WALL WITHOUT THE USE OF SEPARATE PIPE HANGERS. 19. UNITS WILL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN -OUT. E 20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 21. REPEATING SUPPORT PANELS AND END WALLS OF THE ELONGATED CHAMBER SHALL BE SPACED EVERY 7.4 - 7.5 FEET, DEPENDING ON STANDARD OR HEAVY -DUTY MODEL. GENERAL NOTES ICI IN r'T C IN 6.0 CULTEC TYPICAL INLET CONNECTION 1 2 3 4 m on M ODEL 0O-STARTER A - - WEB SITE: "'" TRUE. EMAIL true trueengineering.com C full busin days bef Irs the lawl 18001432-4770 f mmalisunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AAIR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE H. 36.0" [914 mm] 6" DIA. INSPECTION PORT 11 12 13 14 MODEL 100RHD IS A STARTER/STAND ALONE UNIT. THEY ARE USED TO START LINES OR CAN BE USED SINGULARLY. RUNNING A PIPE BETWEEN UNITS MAY ALSO INTERCONNECT THEM 96.0" [2439 mm] 89.0" [2260 mm] 12.5" [317 mm] 4.5" DIA 6.0 [154 mm] W G. 15 E. MODEL 100EHD IS A MIDDLE /END UNIT. CULTEC CONTACTOR 10OHD CHAMBER STORAGE = 1.961 CF /FT THEY ARE USED TO CONTINUE LINES AND ALSO USED TO END A LINE. INSTALLED LENGTH ADJUSTMENT = 0.6' ALL CONTACTOR 100SD STANDARD DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 210 CULTEC CONTACTOR 10OHD HEAVY DUTY THE EE VIEW 3'o CULTEC CONTACTOR 10OHD HEAVY DUTY END DETAIL INFORMATION CONTACTOR 100HD 5' CONCRETE 95% COMPACTED FILL 4 OZ. NON -WOVEN FILTER FABRIC END OF RUN HEAVY -DUTY CHAMBER PAVEMENT AROUND STONE T1'7T1 1 11'1TI TIli!lll lT 'llll1ff/T/II r HIDDEN END 12 G14.0 11 356 mm .: •.; •..: •.;.: .... ..; :..:.: •.. / MIN. . /- r' 7Q'X4'' ' 83''i'"'7 T • '7''"5r`') .:. 4• i Il 111 l l i 6 13' 1 I 6 " 12.0" [305 mm] -¢- -T- 36.0" [914 mm] I I---- 40.0" [1016 mm] GENERAL NOTES ALL CONTACTOR 10OHD HEAVY DUTY UNITS ARE MARKED WITH ACONTACTOR10OHDBYCULTEC, INC. OF BROOKFIELD, CT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OFSTORAGEPROVIDED = 3.84 CF /FT PER DESIGN UNIT. THE CHAMBER. ALL CONTACTOR 100 CHAMBERS MUST BEREFERTOCULTEC, INC.'S CURRENT RECOMMENDED INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATEINSTALLATIONGUIDELINES. USE CONTACTOR 10OHD HEAVY AND FEDERAL REGULATIONS. DUTY FOR TRAFFIC AND /OR H2O APPLICATIONS. PAVEMENT CULTEC CONTACTOR 10OHD HEAVY DUTY TYPICAL CROSS SECTION 4 MANIFOLD FEED PIPE - • MAX . INLET 1 lup- vil.iris.f i b.i i7.i i. ' _80 _ i iliil.i PA VEMENT V i i i ANSI10 .i .it i.i.•..r OP *n 95% COMPACTED FILL 5. CULTEC CONTACTOR 100HD HEAVY DUTY TYPICAL INTERLOCK 1 - 2 INCH DIA. WASHED, CRUSHED STONE CULTEC CONTACTOR 10OHD HEAVY DUTY CHAMBER PAVEMENT 95% COMPACTED FILL 4 OZ. NON -WOVEN FILTER FABRICFAROUNDSTONE 5.1 [154 mm] m] MI 9.5" [2 1 mm] m] MIN. 9.1" [232 mm] B TYP. ) TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REIN CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX ¢ -4621 WEB SITE: "'" TRUE. EMAIL true trueengineering.com C full busin days bef Irs the lawl 18001432-4770 f mmalisunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AAIR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE ., FLORIDA No.DATE:REVISION / SUBMISSIONS SHEET NAME: CULTEC DETAIL SHEET CONTACTOR 10OHD HEAVY -DUTY PAVED TRAFFIC APPLICATION O COPYRIGHT 2007, TRUE ENGINEERING &ARCHITECTURE, INC. DESIGNERHEREBY EXPRESSLY RESERVES FRS COPYRIGHT ANDOTIIER RIGHTS IN THEIDEAS,DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARENDT TO BE REPRODUCED, CHANGED ORCOPIED IN ANY FORM ORMANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING &ARCTHTECTT= INC. NOR ARE THEY TO BEASSIGNEDTO ANY PARTY WJTHOUTFIRST OBTAINING SAID WRITTEN PERMISSION ANDCONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: T T1V • i •S•CIVIL,SLR PROJECTNo: 04- 024.00 INTERIOR BS SHEETNo: C 014LANDSCAPINGATG DRAWN BY:JRP CHECKED BY:SLR APPROVED BY:ATG IA) U C m 15 L`l 'r L_ r L" PER ENGINEER DESIGN ENGINEER DESIGN ( MAX. INLET = 10 INCHES) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NOTE: PLANTING SCHEDULE REFER TO THE ORTHO PROBLEM SOLVER PUBLISHED BY THE MONSANTO CO. & ORTHO INFORMATION SERVICES, SAN FRANCISCO, CA, FOR RECOMMEND\DED CONTROL 1. ALL PLANTS MUST BE FLORIDA #1 ACCORDING TO "GRADES AND STANDARDS FOR TREATMENTS FOR SPECIFIC PESTS AND DISEASES IDENTIFIED IN THE MAINTENANCE GUIDELINES OR CONTACT ORANGE COUNTY. NURSERY", PART I,1963 AND PART II STATE OF FLORIDA DEPARTMENT OF AGRICULTURE, ABBREVIATIONS: A.S.=AS SHOWN B&B=BALLED AND BURLAPPED CAL=CALIPER C.G.S.=CONTAINER GROWN STOCK D.S.R.=DOUBLE STAGGERED ROW HT=HEIGHT O.C.=ON CENTER SPRD=SPREAD .' '' �'• '' K AND ANY AMENDMENTS THERETO. — — — — — — — — — — — — SYMBOL QUANTITY BOTANICAL NOMENCLATURE COMMON NAME SPACING/SIZE/REMARKS MAINTENANCE GUIDELINES 2. NO HARDWOOD TREES WILL BE PLANTED WITHIN 10' OF ANY UTILITY LINE ` LI 83 LAGERSTROEMIA INDICA CRAPE MYRTLE 3 MULTI —TRUNK; 3" CAL.; 6' HT.(MIN), C.G.S. MINIMAL PRUNING REQUIRED, PRUNE TO MAINTAIN NATURAL FORM. (NATCHEZ) (DARK PINK) WATCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON DEFICIENCY. DO NOT SHEAR. LL 88 LIGUSTRUM LUCIDUM TREE LIGUSTRUM 3-4 MULTI —TRUNK (MIN.); 1" TRUNCK, C.G.S. MINIMAL PRUNING REQUIRED, PRUNE TO MAINTAIN NATURAL FORM. �- — — — — — — — — — — — — WATCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON DEFICIENCY. DO NOT SHEAR. • °e LO 49 LLEX OPACA SAVANNAH HOLLY SINGLE TRUNK; 2 TO 2-1/2" DBH.; 8-10' HT. (MIN), C.G.S. MINIMAL PRUNING REQUIRED PRUNE TO MAINTAIN NATURAL FORM. J ALUMINUM FENCE ELEVATION WATCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON SCALE: N.T.S. DEFICIENCY. DO NOT SHEAR. QL 48 QUERCUS LAUIFOLIA LAUREL OAK 3" DBH.; 10-12' HT. (MIN) MINIMAL PRUNING REQUIRED, WATCH FOR GYPSY MOTH, BARK APHIDS QV QL LI LO SP LL VO R1 1 1 1 1 1 ELETRICALRPANEL—O 5' SPRD. C.G.S. `� AND OAK PIT SCALE. _ _ 1 QV 47 QUERCUS VIRGINIANA LIVE OAK 3" DBH.; 10-12' HT. (MIN) MINIMAL PRUNING REQUIRED, WATCH FOR GYPSY MOTH, BARK APHIDS 5' SPRD. C.G.S. AND OAK PIT SCALE. UNDERGROUND WET WELL UNDERGROUND VALVE BOX---__ /— RI — RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 18"-24" SPRD., 30" O.C., C.G.S. REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDITIONS. I G 11 191 - D IN m 10' MIN. REAR BUFFER PER CITY _ OF OCOEE LDC SECTION 6-14 1 2 q 0 3 DECORATIVE ALUM. FENCE TO TO PAINTED BLACK SABAL PALMETTO CABBAGE PALM 3" DBH, 8' HT. MIN. REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDITIONS. 04 J 0 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL., 20" O.C., 24" O.C.; BUSHY REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDITIONS. — BRANCHING AND FOLIAGE, C.G.S. FLORATUM ST AUGUS11NE LAID SOLIDLY IN ALL DISTURBED AREAS. MOW AT 2-1/2" HEIGHT WHEN HEIGHT REACHES 4'. FERTILIZE ONCE SOD SHALL BE LAID IN GOOD CONDITION, ANNUALLY WITH SLOW RELEASE FORMULA. WATER AT THE RATE FREE FROM WEEDS, 2 INCHES IN THICKNESS OF 1" PER WEEK. DO NOT OVERWATER H AND PLANTED WITHIN 24 HOURS OF ARRIVAL TO THE SITE. AVOID CONTINUOS RUNNING SOD JOINTS. LANDSCAPE CODE REO_UIREMENTS _ 1. LANDSCAPE AREAS. THE OPEN AREAS AROUND BUILDINGS SHALL BE LANDSCAPED COMPLETELY WITH TREES, SHRUBS, GROUND —COVERS, ANNUALS OR SOD. A. A MINIMUM 10—FOOT WIDE LANDSCAPE AREA SHALL BE LOCATED AROUND ALL PORTIONS OF BUILDINGS OR BUILDING COMPLEXES FACING A PUBLIC STREET, PUBLIC PARKING AREA OR ADJOINING BUILDING FACING THE I 1 PROPERTY. THE LANDSCAPE AREA MAY INCLUDE A SIDEWALK, ALTHOUGH IN NO CASE SHAII THE LANDSCAPE AREAS ADJOINING THE BUILDING BE REDUCED TO LESS THAN 5 FEET. ONE WAY ACCESS ROAD I I B. AN AVERAGE OF ONE (1) SHADE OR UNDERSTORY TREE SHALL BE PROVIDED FOR EVERY 30 LINEAR FEET OF BUILDING PERIMETER. Q. (( I �•e` 1 JJEE r s' • �'S C. ALL EDGES 0 C E E F BUILDINGS SHALL HAVE �- = VE A FOUNDATION PLAN TING N11NG OF SHRUBS AND GROUNDCOVERS AT A MINIMUM. SHRUBS AND GROUNDCO ' VERS SHALL COMPRISE AT LEAST 50% OF THE REQUIRED OPEN SPACE. 2. LANDSCAPE BUFFERS ALONG PUBLIC STREETS: ° I ) MINIMUM 25 FOOT LANDSCAPE BUFFER SHALL BE REQUIRED ALONG PUBLIC PRIMARY AND SECONDARY STREETS, AND A MINIMUM 15 FOOT BUFFER ALONG PUBLIC OR PRIVATE LOCAL STREETS. THIS BUFFER SHALL BE • I I f PLANTED WITH AN AVERAGE OF TWO (2) SHADE TREES PER 100 LINEAR FEET AND THREE (3) UNDERSTORY TREES PER 100 LINEAR FEET. LANDSCAPE BUFFERS BETWEEN PARCELS (SIDE AND REAR) _ 'z I I. A MINIMUM 10 FOOT LANDSCAPE BUFFER IS REQUIRED BETWEEN ADJACENT TRACTS (SIDE AND REAR PROPERTY BOUNDARIES). THIS BUFFER SHALL BE PLANTED WITH TWO (2) SHADE TREES PER 100 LINEAR FEET AND 01, OLL_ co O (� O O Lo O O O O O �� 8 ' w; �� THREE (3) UNDERSTORY TREES PER 100 LINEAR FEET. LL1 000 L i O LJJ O LLJ O W 00 LLI O Ld 00U LIa W L> i O 00 00 00 t 00 r- OBI a w...,...,......, ,. m,...._...._, �,. K,., .., r .,.-............=.,kT....,...,..._.,. >..A...,.a._:_.,,.>.,_.,.,......_..._....,...- ».................. — i U) c �, TREE TABULATION I A } I *r am Qb W W W-4 TREES KEPT TREES REMOVED TOTAL TREES 25' FRONT BUFFER PER CITY OF OCOEE LDC SECTION 6-14 10 TABULATION TABULATION TABULATION £; QTY DBH/TYPE QTY DBH/TYPE QTY DBH/TYPE — — — — - — — — - i 0 PALM 1 PALM 1 PALM I :o. : t• I ]J 2p 1( 3 8 OAK 12 8 OAK 15 8 OAK I,0 j r- o , ,a I -- — , .. - ; :... ; I 0 8 TREE 1 8 TREE 1 p >� `:o' :*: : ' : = ` +: ` 6.. - ! 8 TREE I Ic o• moo• •o• ro a 'n n n s s..a a: a a a "^;: a a .a • .e..a..e..oa>o>•K6''0 o a a _ 2 9 CHINA 0 9 CHINA 2 9 CHINA 1 9 OAK 15 9 OAK 16 9 OAK I SUITE 108 0 10 CHINA 3 10 CHINA 3 10 CHINA (4,400 SF) SUITE 108 l I7 (4,400 SF) I i i 8 10 OAK 20 10 OAK 28 1 0 OAK SUITE 1 a7 ' 1 11 OAK 15 11 OAK 16 11 OAK I , I SUITE 107 I 4: � 1 9 12 OAK 27 12 OAK 36 12 OAK (4,180 SF) 1= a I (4,180 SF) I a= == 0 12 TREE 1 12 TREE 1 12 TREE SUITE 106 SUITE 106 1 0 13 OAK 7 13 OAK 7 13 OAK I I (4,180 SF) (4,180 sF) I 1 1 14 CHINA 0 14 CHINA 1 14 CHINA I I SUITE 105 ; 5 14 OAK 13 14 OAK 18 14 OAK =! F. SUITE 105 4 180 sF ar, :j = ,/ I 0 . 15 CHINA 1 15 CHINA 1 (� ) 4 I (4,180 sF) / I 15 CHINA 0 15 OAK 7 15 OAK 7 15 OAK I I SUITE 104 I •� ; 0 16 CHINA 1 16 CHINA 1 16 CHINA is (4 180 SF) SUITE 104 (4,180 SF) _ , j i 0 16 OAK 11 16 OAK 11 16 OAK I I'''• 3�W�.�.. '�I ¢' �° �� I 0 17 OAK 1 17 OAK 1 =:: - {• , a' :+ °. I 17 OAK y l I 1 SUITE 103 SUITE 103 '''I b:. i i 4 18 OAK 9 18 OAK 13 18 OAK (4180 sF (4,180 SF) 0 20 CHINA 1 20 CHINA 1 20 CHINA I I I ` I I o = ' ' 5 20 OAK 5 20 OAK 10 20 OAK r� SUITE 102 SUITE 102 I I (4,180 SF) (418a SF) I ; 1 24 HOLLY 0 24 HOLLY 1 24 HOLLY _I r :"•' :x":%." "I • . M INSTALL VINES (JASMINE) ALL 2 24 OAK 8 24 OAK 10 24 OAK ., 4�a s " I (AROUND LIFT STATION FENCE I >,: SUITE 1 a 1 SUITE 101 I I ! o i 0 24 TREE 1 24 TREE 1 24 TREE I I ( ) =, (4,40o SF [ 1 ,._. ; 0 26 OAK 2 26 OAK 2 :r - o :.¢ (: _ 26 OAK 9 _ °.. °.. :I I 1 30 OAK 0 30 OAK - - - - 30 OAK .r - I _1 SONI I 0 36 MAGNOLIA 1 36 MAGNOLIA 1 36 MAGNOLIA ONE WAY ACCESS ROAD I 0 36 OAK 2 36 OAK 2 36 OAK ° ' ' 38 OAK 0 38 OAK 1 38 OAK 7-7 1 52 OAK 1 52 OAK 2 52 OAK SIDE BUFFER PER CITY i 45 TOTAL TREES 166 OFF OCOEE LDC SECTION 6-14 TOTAL TREES 211 TOTAL TREES � I I 4 5 6 7 8 9 10 11 12 13 14 PLAN VIEW OF LIP° I' STATION u2- SCALE: N.T.S. 10' SIDE BUFFER ^PER CITY . . SPi 49 V& 589 SOD 15 G 11 Vol TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 34761 PHONE 407654-4646 FAX 407654-4621 WEB SITE: "TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com PROJECT NAME: It's the law! 18001432-4770 mmallsunshine.00m CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORHIA REGISTRATION 949416 FREEMAN COMMERCE PARK C OCOEE , FLORIDA No. DATE: REVISION / SUBMISSIONS B SHE ,T NAME: LANDSCAPE PLAN 0 COPYRIGHT 20A TRUE ENGINEERING &ARCHITECTURE, INC.➢ESIGNERHEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTTER RIGHTS IN THE IDEAS,DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARENDT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT A FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGMEERSING& ARCHITF.CTTURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FHW OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 1 SCALE: CIVIL SLR PROJECTNo: 04-024.00 1:50 INTERIOR BS SHEETNo: LANDSCAPING ATG DRAWNBY:DB JRP L001 CHECKED BY: SLR APPROVED BY: ATG L I 7 9 11 12 13 14 15 K IJ i u7R I Dal0i poll ' N.T.S. TRIANGULAR SPACING PER SCHEDULE PREPARE BED AS PER 2-1/2" COMPACTED x'MULCH WRITTEN WRITTEN SPECIFICATION OR PLAN NOTES TOPSOIL SUBGRADE QROUNDCOVU.1%. PLANTING DETAIL 10 SCALE: N.T.S. IC TREE AS SPECIFIED a GROUNDCOVER OR SOD AS SPECIFIED ON PLANS TOP SOIL AS SPECIFIED SHAPE TO FACILITATE MOWING IF SODDED CURB TYPICAL AS SPECIFIED ON PLANS -H m M z 10" MINIMUM DIMENSION VARIES ASPHALT OR SPECIAL PAVING TYPICAL) AS SPECIFIED ON PLANS ARKING ISLAND CROWN DETAIL N.T.S. 2 -1/2" MULCH AS SPECIFIED 1. LOCATE ALL UNDERGROUND UTILITIES, ELECTRICAL WIRING, WATER, SEWER,7. BACKFILL ALL PLANTING PITS WITH THE FOLLOWING MIXTURE: 1/2 ON —SITE WEB SITE: u"w v TRUEENGINEERING.COM 13. VERIFY ALL QUANTITIES IN THE PLANTING SCHEDULE AND INSTALL ALL 0 PROTEC110N BARRICADES COMPACTED SUBGRADE TELEPHONE, CABLE TV, ETC., PRIOR TO LANDSCAPE OR IRRIGATION SOIL, 1/2 CLEAN FRIABLE TOPSOIL. SUBMIT TOPSOIL SAMPLE AND SOIL TEST PLANTS AND MATERIALS AS INDICATED IN THE PLAN. PROVIDE COMPOSITE UNIT MINIMUM OF 75% OF THE 3/4" CURB &GUTTER INSTALLATION.ANALYSIS FOR APPROVAL BY LANDSCAPE ARCHITECT (SEE PLANTING DETAILS).PRICES FOR EACH PLANT, WHICH INCLUDE ALL OTHER INCIDENTAL MATERIALS, Grit >e• i ZONE. 2. INSTALL AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM OR HOSE BIBBS REMOVE EXCESS SOIL EXCAVATED FROM PLANT PIT FROM THE SITE OR I.E. MULCH, FERTILIZER, TOPSOIL, ETC.) LABOR, ETC. 2 -1/2 MULCH AS SPECIFIED AS SHOWN TO ENSURE 100% COVERAGE OF ALL PLANTED AND GRASSED AREAS.DISTRIBUTE ON —SITE AS DIRECTED BY LANDSCAPE ARCHITECT.14. NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY UNFORESEEN ENTIRE DRIP LINE OF ATTACHED TO SEE DRAWINGS OF THE IRRIGA11ON SYSTEM BY THE LANDSCAPE ARCHITECT.8. APPLY "DIEHARD TRANSPLANT" MYCORRHIZAL INOCULANT AND 100% ORGANIC CONDITIONS I.E., COMPACTED SOIL /SUBGRADE, POOR DRAINAGE, H SAVED. 3. INSTALL ONLY PLANTS GRADED FLORIDA NO. 1 OR BETTER AS SET FORTH IN GRADES STARTER FERTILIZER TO EACH NEW TREE PLANTED AND SHRUB /GROUNDCOVER 'UNCONSOLIDATED SOIL, EROSION, UTILITY CONFLICTS, EXCESSIVE SUN OR SHADE, THE FLORIDA DEPARTMENT OF AGRICULTURE AND STANDARDS FOR BEDS IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS I.E. 8 OZ.ETC., PRIOR TO PROCEEDING WITH LANDSCAPE INSTALLATION. NURSERY PLANTS" SECOND EDITION FEBRUARY 1998 INCLUDING REVISIONS AND PER 2 CALIPER, 3 LBS. /100 S.F. AREA, ETC... CONTACT HORTICULTURAL 15. GUARANTEE ALL PLANTS FOR TWO YEARS. WHICH MEET OR EXCEED THE SIZES INDICATED IN THE PLANTING SCHEDULE AND ALLIANCE INC. SARASOTA FL. 34277 800 - 628 -6373 16. ALL PLANTS, MATERIALS AND WORKMANSHIP ARE SUBJECT TO THE REVISION/ SUBMISSIONS SHEET NAME: DETAILS.9. FERTILIZE ALL PLANTING BEDS WITH OSMOCOTE 14014 -14 SLOW RIJILEASE APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FORUSE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEC•RSING& ARCHITECTTURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAD) WRITTEN PERMISSION AND CONSENT. 4. PLANT SHRUBS IN CIRCULAR PITS WITH A DIAMETER 16" GREATER THAN FERTILIZER AT THE RAZE OF 16 POUNDS PER 1,00 SQUARE FEET. FURNISH 17. DO NOT MAKE SUBSTITUTIONS OR REVISIONS. ANY Y REVISIONS OR SCALE: VARIESCIVIL ROOTBALL OR CONTAINER. PLANT TREES IN CIRCULAR PITS WITH DIAMETER 36"RECEIPTS FOR MATERIALS USED.I MODIFICATIONS TO THE LANDSCAPE PLAN MUST HAVE PRIOR APPROVAL BY THE SHEET No: L002 PLANT SO THAT TOP OF ROOT GREATER THAN ROOTBALL OR CONTAINER. PLACE PLANTS WITH BEST "FACE"10. TREAT ALL PLANTING BEDS WITH PRE — EMERGENT AND POST— EMERGENT I LANDSCAPE ARCHITECT &OWNER AND REQUIRE AN AMENDMENT TO THE SLR BALL IS EVEN WITH THE FINISHED GRADE. FORWARD.HERBICIDES ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SUBMIT ENVIRONMENTAL MANAGEMENT PERMIT. 18. MAINTAIN ALL PLANTING INCLUDING WATERING, MOWING, MULCHING, WEED,5. FERTILIZE ALL TREES WITH AGRIFORM 21 GRAM TABLETS, SLOW RELEASE RECEIPTS FOR MATERIALS USED.PEST CONTROL ETC. UNTIL FINAL ACCEPTANCE BY THE OWNER. FLAG GUYING WIRES WITH SPREAD 20 -10 -5 ANALYSIS WITH ONE TABLET PER 1/2" OF TRUNK DIAMETER.11. MULCH PLANTING BEDS TO A MINIMUM 2 -1/2" COMPACTED THICKNESS WITH 19. THESE DRAWING DOCUMENTS AND ALL CONTENTS ARE THE PROPERTY OF G SAFETY ORANGE COLORED 6. TOPDRESS ALL PLANTING BEDS WITH A 4 LAYER OF SANDY -LOAM TOPSOIL.AN APPROVED ORGANIC MULCH, I.E. MELALEUCA BARK, EUCAULYPTUS BARK,PATRICK HODGES LANDSCAPE ARCHITECTURE. ALL RIGHTS ARE RESERVED. SURVEYOR'S FLAGGING TAPE.TOPSOIL SHALL BE FRIABLE, FREE FROM WEEDS, ROOTS AND EXTRANEOUS PINE STRAW, ETC.UNAUTHORIZED USE OR REPRODUCTION, IN PART OR WHOLE, FOR ANY PURPOSE Ica MATERIALS.12. LAY SOD SOLIDLY IN ALL DISTURBED OR INDICATED AREAS WITH CLOSELY IN UNLAWFUL AND PROHIBITED EXCEPT BY EXPRESS WRITTEN CONSENT. MAINTAIN GUYING & SAFETY v ABUTTING JOINTS, ROLL AND FERTILIZE WITH A 18 -24 -6 SLOE— RELEASE TURF VIOLATORS ARE SUBJECT TO PROSECUTION AND CIVIL & CRIMINAL PENALTIES OF FLAGS FOR ONE YEAR, THEN FORMULA FERTILIZER AT THE MANUFACTURE'S RECOMMENDED RATE. PIN ALL LAW. REMOVE. w , C.D W SODDED SLOPES GREATER THAN 3:1 WITH STEEL U— PINS /SOD STAPLES. RUBBER HOSE 1" DIA. (8" MIN) J ARBORICULTURAL MITIGATION REQUIREMENTS TO PROTECT BARK FROM WIRE. Q a ROOT PRUNING:WATERING:TREE PROTECTION: GUYING WIRES 2 STRAND TWIST O o ROOT PRUNING SHALL OCCUR PRIOR TO SITE CLEARING OR EXCAVATION IN ALL FOLLOWING ROOT PRUNING AND THROUGH SUBSTANTIAL COMPLE11ON OF THE TREE PROTEC11ON BARRICADES OR FENCING SHALL BE LOCATED AT THE 12 GAUGE WIRE W /TURNBUCKLE FLAGS —v AREAS WHERE DEMOLITION OR NEW CONSTRUCTION REQUIRES REMOVAL OF PROJECT, ALL PROTECTED TREES SHALL BE WATERED BY MECHANICAL IRRIGATION CPZ). CRIIICAL PROTEC11ON ZONE WHERE POSSIBLE OR AS INDICATED ON THE 3 2%4"x24" PRESS TREATED °EXISTING ROOTS I.E. EXCAVATION /CONSTRUCTION OF FOOTINGS, RETAINING WALLS,OR MANUALLY AT THE RATE EQUIVALENT TO 1" OF RAINFALL PER WEEK.PLAN DRAWINGS TO PREVENT ROOT AND SOIL COMPACTION RESULTING FROM F STAKES —TOP OF STAKE MULCH CURBS, PAVING AND BASE. ALL ROOT REMOVAL SHALL BE LIMITED TO EXTENT WATERING SHALL BE ADJUSTED AS REQUIRED BY WEATHER CONDITIONS OR AS VEHICULAR TRAFFIC, EQUIPMENT STORAGE OR MATERIAL STOCKPILING. ALL 6" ABOVE GROUND N POSSIBLE AS DIRECTED ON —SITE BY THE LANDSCAPE ARCHITECT OR CERTIFIED DIRECTED BY THE LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST. PROVIDE PREVIOUS SURFACE AREAS OTHER THAN TURF WITHIN THE PROTECTED AREAS PAINT W /SAFETY ORANGE ARBORIST. ARBORISTS SHALL BE CERTIFIED MEMBERS OF EITHER THE NAA APPROVED RAIN — GAUGES AS REQUIRED FOR VERIFICATION OF RAINFALL AND /OR SHALL BE TOPDRESSED WITH A MINIMUM 2" OF SHREDDED CYPRESS BARK MULCH SOLUBLE MARKING PAINT NATIONAL ARBORISTS ASSOCIATION) OR THE ISAS (INTERNATIONAL SOCIETY OF APPLICATION RATES. CARE SHALL BE TAKEN TO PREVENT WATER FROM SOAKING UNLESS NATURAL LEAF —DUFF OR GRASSES EXIST). BARRICADES SHALL BE 4" X FORM EARTH SAUCER ` ; _=ARBORISTS). ROOTS SHALL BE CUT CLEANLY WITH A MECHANICAL TRENCHING THE BASE OF THE TREES AND ROOT COLLARS.4" POSTS SET INTO THE GROUND, LEAVING 4' TO THE TOP OF THE POST ABOVE DEVICE TO A MINIMUM DEPTH OF 18" FOLLOWED IMMEDIATELY BY A CLEAN —CUT GRADE. POSTS SHALL BE PLACED 8' O.C. 2" X 4" TOP RAIL SHALL BE NAILED SPECIFIED PLANTING MIX. _HAND PRUNING OF ALL ROOTS OF GREATER THAN 3/4 " DIAMETER. ALL PRUNING:FLUSH WITH THE TOP OF THE 4 " X 4 " POSTS. TREES SHALL BE PROTECTEDWATER &TAMP TO REMOVE AIR POCKETS PRUNED /CUT ROOTS SHALL BE TREATED IMMEDIATELY WITH FULL — SPECTRUM PERFORM A CLASS 11 MEDIUM PRUNING AS DEFINED BY THE NATIONAL ARBORIST AGAINST ANY UNAPPROVED LIMB OR ROOT REMOVAL. CUTTING, BRUISING,' AND COMPACTED PLANTING MIX FUNGICIDE BY SPRAY APPLICA1ION AT THE MANUFACTURER'S RECOMMENDED ASSOCIATION FOR ALL OF THE INDICATED TREES. PRUNING SHALL BE PERFORMED SCRAPING OF BARK ON ALL LIMBS, TRUNKS AND ROOTS SHALL BE ,AVOIDED. BY A LICENSED AND BONDED TREE SURGEON IN ACCORDANCE WITH THE E PLANTING GUYING DETAIL RATE. ROOT PRUNING SHALL OCCUR AS FAR IN ADVANCE OF SITE CLEARING OR EXCAVATION /CONSTRUCTION AS POSSIBLE. ALL PRUNED /CUT ROOTS EXPOSED NATIONAL ARBORIST ASSOCIATION STANDARDS AND AS DIRECTED ON —SITE BY OR CERTIFIED ARBORIST. PRUNING OF ALL OTHER IT IS IMPORTANT FOR THE EQUIPMENT OPERATORS AND CONTRACTOR PERSONNEL E GMI SHALL BE COVERED AS SOON AS POSSIBLE WITH TOPSOIL, MULCH OR OTHER THE LANDSCAPE ARCHITECT EXISTING TREES SHALL BE AS DIRECTED ON —SITE BY THE LANDSCAPE AND SUB CONTRACTORS TO UNDERSTAND THAT DAMAGE TO TREES WILL NOT BE N.T.S.ORGANIC MEDIUM. ANY ROOT PRUNED AREAS WHICH CANNOT BE PROTECTED BY ARCHITECT. TOLERATED. EXTREME CARE MUST BE TAKEN TO PROTECT THE EXPOSED ROOT IMMEDIATE BACKFILL REPLACEMENT SHALL BE COVERED WITH 6 MIL PLASTIC TO COLLARS FROM VEHICULAR DAMAGE AND FALLING DEBRIS. RETARD SOIL /ROOT DEHYDRATION.MEDIUM PRUNING SHALL CONSIST OF THE REMOVAL OF DEAD, DYING, DISEASED, THE CONTRACTOR SHALL PROVIDE ANY OTHER TREE CARE MEASURES DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST TO ENSURE INTERFERING, OBJEC11ONABLE AND WEAK BRANCHES ON THE MAIN TRUNKS,AS THE HEALTH, VITALITY AND SURVIVAL OF THE PROTECTED TREES WHEN THEFERTILIZATION/AERATION:WELL AS, THOSE WITHIN THE LEAF AREA. AN OCCASIONAL BRANCH UP TO NEED FOR SUCH IS A RESULT OF CONSTRU ACTi THEUSINGDAVEYSOILINJECTIONNEEDLE, INJECT A 30 -10 -7 FORMULA11ON OF ONE —INCH IN DIAMETER MAY REMAIN WITHIN THE MAIN LEAF AREA WHERE IT IS WORK SHALL BE PERFORMED BY A LICE ANDLICENSEDANDSITE. ALL SUCH WOORK BONN DED TREEARBOR— GREEN" AT 150 -200 PSI TO A DEPTH OF TWELVE (12) INCHES. SPACE NOT PRACTICAL TO REMOVE IT. REMOVE SPANISH MOSS TO THE EXTE T SURGEON. ALL GRADING FOR DRAINAGE OCCURRING WITHIN THE CPZ OF THE INJECTIONS THREE FEET APART THROUGHOUT THE REMAINING /ACCESSIBLE AREAS POSSIBLE NOT MORE THAN 25% OF THE TOTAL GREEN MASS OF THE TREE BE DONE BY D OR AS DIRECTED ON —SITE BY TH LANDSCAPE OF THE "CRITICAL ZONE." (CRITICAL PROTECTION ZONE" (CPZ) IS DEFINED AS SHALL BE REMOVED.ARCHITECT ORCERTIF ED ARBORIST. THE AREA SURROUNDING A TREE WITHIN A CIRCLE DESCRIBED BY A RADIUS OF D ONE FOOT PER EACH INCH OF TRUNK DIAMETER MEASURED AT 54" OFF GRADE).PIPING & INFRASTRUCTURE INSTALLATION:SITE MONITORING: ' FERTILIZER SHALL BE INJECTED AT THE MANUFACTURER'S RECOMMENDED RATE WHENEVER PIPING OR U1ILITY INSTALLATION MUST OCCUR WITHIN THE CPZ ALL TREE PROTECTION PROCEDURES AND ACTIVITIES SHALL BE MONITORED AND OF SIX (6) POUNDS OF ACTUAL NITROGEN PER 1, 000 SQUARE FEET. SEE INSTALLATION SHALL BE DONE BY MEANS OF DIRECTIONAL BORING AT A APPROVED THROUGHOUT THE CONSTRUCTION PERIOD BY THE LANDSCAPE MANUFACTURER'S RECOMMENDA11ON FOR ADDITIONAL APPLICATION INFORMATION.SUFFICIENT DEPTH TO AVOID ROOTS I.E. 24" MINIMUM.ARCHITECT OR CERTIFIED ARBORIST. FER11LIZAIION SHALL BE PERFORMED BY A LICENSED AND BONDED TREE SURGEON OR LICENSED PESTICIDE OPERATOR. IC TREE AS SPECIFIED a GROUNDCOVER OR SOD AS SPECIFIED ON PLANS TOP SOIL AS SPECIFIED SHAPE TO FACILITATE MOWING IF SODDED CURB TYPICAL AS SPECIFIED ON PLANS -H m M z 10" MINIMUM DIMENSION VARIES ASPHALT OR SPECIAL PAVING TYPICAL) AS SPECIFIED ON PLANS ARKING ISLAND CROWN DETAIL N.T.S. I TREE PROTECTION DETAIL N.T.S. PRUNE AND 11E FRONDS WITH HEMP TWINE Ov FINAL TREE STAKING & PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT vo 4n TREES ALL TRUNKS ARE TO BE 90' TO THE GROUND 0z TWO LAYERS OF BURLAP o mT O PROTECT TRUNK TWO STEEL BANDS TO LU 0 1" ABOVE SECURE BATTONS Q o FIN. GRADE 5 — 2 "X4 "X18" Lu WOOD BATTONS U) F= 3 — 2 "X4" WOOD BRACES z ° (TOE NAIL TO BATTONS) t! 3" MIN. OF MULCH F6" SOIL BERM TO HOLD WATER FINISH GRADE VARIES 12 N PLANTING SOIL TO BE THE SAME AS THE SOIL THE PALM WAS GROWN IN TYP. PALM TREE PLANTING DETAIL N.T.S. SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED 2 -1/2" MULCH AS SPECIFIED TREE PROTECTION INDICATES TREE WEB SITE: u"w vTRUEENGINEERING.COM BARRICADES SHALL BE 0 PROTEC110N BARRICADES COMPACTED SUBGRADE LOCATED TO PROTECT A SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED MINIMUM OF 75% OF THE 3/4" CURB &GUTTERMIN.5'CRITICAL PROTECTION PROJECT NAME: Grit >e• i ZONE. DRIP LINE SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED 2 -1/2 MULCH AS SPECIFIED 4 "x4" POST AROUND 2 "x4" BOARDS ENTIRE DRIP LINE OF ATTACHED TO EXISTING TREES TO BE POSTS (TYP.)SAVED. I TREE PROTECTION DETAIL N.T.S. PRUNE AND 11E FRONDS WITH HEMP TWINE Ov FINAL TREE STAKING & PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT vo 4n TREES ALL TRUNKS ARE TO BE 90' TO THE GROUND 0z TWO LAYERS OF BURLAP o mT O PROTECT TRUNK TWO STEEL BANDS TO LU 0 1" ABOVE SECURE BATTONS Q o FIN. GRADE 5 — 2 "X4 "X18" Lu WOOD BATTONS U) F= 3 — 2 "X4" WOOD BRACES z ° (TOE NAIL TO BATTONS) t! 3" MIN. OF MULCH F6" SOIL BERM TO HOLD WATER FINISH GRADE VARIES 12 N PLANTING SOIL TO BE THE SAME AS THE SOIL THE PALM WAS GROWN IN TYP. PALM TREE PLANTING DETAIL N.T.S. SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED 2 -1/2" MULCH AS SPECIFIED 3/4" SIDEWALK PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: u"w v TRUEENGINEERING.COM TRUE EMAIL: true @trueengineering.com r_ ,! COMPACTED SUBGRADE SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED 2 -1/2" MULCH AS SPECIFIED 3/4" CURB &GUTTER ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: Grit >e• i COMPACTED SUBGRADE EI ' SOD AS SPECIFIED OR 4" TOPSOIL AS SPECIFIED 2 -1/2 MULCH AS SPECIFIED 314" CURB ASPHALT COMPACTED SUBGRADE TYPICAL EDGE CONDITIONS N.T.S. 1 2 3 5 Y Y 1 filil 11 12 13 14 15 TRUE. t t ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 34761 PHONE 407 654 -4646 FAX 407654 -4621 WEB SITE: u"w vTRUEENGINEERING.COM TRUE EMAIL: true@trueengineering.com N 18001432-4770 r vmw.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA No.DATE:REVISION/ SUBMISSIONS SHEET NAME: LANDSCAPE DETAILS 000PYRIGIIT2007,TRUE ENGINEERING & ARCHITECTURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS,DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN, SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FORUSE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEC•RSING& ARCHITECTTURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAD) WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: VARIESCIVILSLRPROJECTNo: 04- 024.00 1 INTERIOR BS SHEET No: L002 LANDSCAPING ATG D RAWN :JRP HECKEDCHECKED BY:SLR APPROVED BY:ATG J I C C MR me] ME mrt min IIIIIIIIII1110 D MIN IIIIIIIIIIIIIIIII1 mm 1 2 3 4 5 6 7 8 9 10 1A , ALL IRRIGATION PVC SHALL BE PURPLE COLOR IRRIGATION SHALL BE 100% COVERAGE FOR ALL LANDSCAPED AREAS WHEN ANY ROOTS OF EXISTING TREES ON -SITE ARE ENCOUNTERED DURING LAND CLEARING AND /OR GRADING OF THE SITE, THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE CONTRACTOR/DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS. w ras• ,; -m ... •rb . : _ . ; aF > < _ { , :: ,,, ,;, ` -= ` .c a a a: o ,..,'.d.it!e R , t;_b+ q } < A ,_..,.. ;,':" '? .! 1rRF .i,AiAi/4.A.rs- .an.iD..vnr =sv-v.vcv -.. s .. aY ,:. ."F":' O$..,16LiA.l.r ,1h,- .k o.s'a.:r,•c r,.s •sr .:}r'•rwauvy,anttaa,..--' _ _.1 d o - - - _za.e m eu w+, nv rI AD ,,.- fit, as, I•.. r...r AY •i4 _ 3 ,,. :, ..:.. .*,.. .. ,'' .r L , . .i"s"7 ' ..r......r arvrur'a.aa3u,• Esc, o ere> :...avw..r.l:.i.>;..,,.: r w'' . Vii- .s . .. Du'. - <i D sr0 ,I I l4. re r: '441.4i'!i,t+lllr'hAAr lei 4 iA. , . A AU1# 4ss? YS4 r,° i.- •1' '!' ' *11..?.r,s.74.Q9d!Uvtytl4 __ _ - _ -- - -r n:4i311,.+4A:,,;!a.'i,,, ,..;= ^^`._ o:z -,-- _,.,,_..a_ ._ _ ._ .;. -.:.. ,!y. '.:... .:. ` ..o o .n„r. ' t to es .a. rir wrurv_su....!E w+ uv a..ra s - ,, °,P • n n =u •u i Y d11i. _a? ' by x<f;j, ' , - A w•'5i I"I `- '` 5 '` IdlPfi ntiK. _. j . I t z 1 ~ Ili, _ dY ,F,ad !fib •e _ . 4, , ; , I iiil E N N •+1 • ! !• • +gar N 9 I - I r , ., „_ I :.- Ir..7 IpUI i« a -: e4lts . I,l, . !!{{ t " '.^_EYO!!lf..l' /- 1 :.,eta -. // /. / .: /: , k.' , ....:..IY - itt "dOOR:ii'•6 ?'Ss I.' - C;; _ . •"D -•-- - vJ ____-_ 1•=••x.171. . .... I / 4?1...: /.V.h /,...a.__.. /i i /..r .. I NS IBM 1 041 1; . /mil/ / / /11.i i...1'!w i. ,'.. .,., i. .. ,. /ii /i.,i ii.r. /i . r a2A r ( / . /.ih gi. , UK rr /_ -. >. :,-» , .,. v iiiiiil,,, x.sI,./ar >ra I: i_ G/ r/.+.J• {.l%y.,!r_.. / /./ ®:; /- ....>....,i.•.......,.•.a.; .w•aa / s.C;1 sOti".rii'.d ..J s ilvl•arL..::v. ,.t /l%///`/,clllg1 ,7i vr / ;•- =, ...-= aln .,. ..- -cr t _ ., , l;DooRigi0:; *_31R 1` tja. ., __ 9 - -- - " 1r11rI ,r1 +:'`t t aG(` • +, iu //4 1 y W =9r•TI .tt ,t ,,<, __ -/[]r ' ra:, : - - - - - } _ fir: 1{ _+=, ,, i . ,, _.- ,,r• ,, 1 1 1 C ?G 1 "` ,'- 'e7 '!I ;fil w r e T`"l 1 `.,_., y . • 4>_ ; .aissogal , x _ , . . r ., --- R .. _;i ' , IJ• , ..' { ; + • ,: T"rs- I tlt'•.._.1Y _ _ I -a. 1_,4,• -'/ ' I . ', ,a , ''• .' t - • " t '_ r. ! R .a A. .1!. p i i y IDLR i 6 C t D R P . ;. <1` r ? '•.. • i.•1 S IL y111V .S•l\l:.M'1a1. \ 1f . 1 ` 1A. 1 ! >V:r.1 tLiJ.i 71f7 . ...1 , i i it I,I • la \! I I `I. • I r, '') I I 1 Imx: ' iL4 r/II t, a = 1i3.!4i I IIIf / / • • ' ; , I ML ig L.assI Il tEi lid II'IIiiBl rDl i . r I . •, Tom. N C! tl I / • j: i tax 3` ti ,', I / / « • 1 ti31 • ! / Il!! ,l R .. ! , p ` : , 1 /,I .. .. ._.., ..- i , p • i /' C• - w ry ... r r I ,il'J I iji'! /i I ,,I} is ` i ... • • 1 I .';., t_- t h III 1IA H Ia .I rare rH.. '' T 1 I J r i f I n' ; '• , ; r r.r .r< mot»' ejl / • Ib Nil f `I/ / it • i I 1: r 3rd ,', l ril 1f ,' j ai.' __ L' ! ®. _.__. . „rte . \ v 1 ' II< 1t' ( /,' • Lij, 'Sit al '. r • ; M 1, iii \ QI I Ili • jov , >yr. t'7a . it • '- 'I < / • r r' 1 4r1 / fI igt 6 i7i t1 lII 19 i`i 7j7 `.,, ( " 'SL`'r' }pI• ` - a, I -1= ` a E •- a ! `r1__`_,„ _! 7s dt _ 1• fitYit ",... ,mss, tQR d \'rd Y l Ifif c .114`17.1'.. _'. \ t:i •. I•:,D./i. ..d . r !I>t ,i ! i ! 1iYl'_ •! e1 G1l ttt ice' q: il„ r+'211c. _1:ac.._ =rah,. 1l •rte tlrtirrrrt, Jrrrrr rrrrrr. .: _>•.... ,.. / e r t}('..r1 j 6 " e_,, z_.....,{ r • yr ,.. .. ... '}•r,y: ;t. °"• .....- ...,..._. ,_. ,. .,_..:` +'ivz±'^.. .r i ". 9 ( r !. ri ' SIQ Ir_ .',. fi •if/i•Yri'1 ' r yGl..'L+ 1 r• - '.i <3° ' r ' .ir; , - ? a, Yz. _ `Y,` _ _ - .t:w I "Y`T V 7 ' iifSl b'' ''jS,I ,Q•Q .'t ' `,a r r ;y- - - 1[ 'F_ "ii £ 7 ......, . ,- ,-•- - S,r ._., ± ... M.._ -.._ • ..-... .._ ,<`..r : :..r...: "y... :. I. _ ..... __ -_ _ -._ - -.. , .. - 171i111•_y,•.•IIC.str a1,1L.. _ - 'v.. : _ ".'R. l f: .K ^ 7• -+1:.7 ':'t ra. ast¢savr :ntrtrr.rc_ua• , rr _. 7.. wr ay r• wi;•v. .av 7v C'"C'>.. ,_ `-1, • . + ,_...,. .Ili r., v ' < , 2:: < - -. ; __ __ - : ,a•rrasema:Q i ct,r:...v;•rta -lF+itC}. ttpitLlf lFitlCi • •. - -•. • ••.v OD ,s,a. (• " +; 'J"YL`1, : - ;p:p.ltit;1 s - ,!.?'SSY.S!3„ r ,u' - s - •v ,e . ... r t+n .+ sy y.ctV.S secs q • . , as c r !! r L' ! ? •'sr i 'L At'iD r .° f j 6 S Yp r . fLi7iR0 '' s,.D r F ; - I : b . . - ..•yo . ter - " 4 S - 1 r ti : %• F T T T ' T 5 ' - , 0 1 ' V 1) 1 -1/2" IRRIGATION METER 1) 1 -1/2" RPZ BACKFLOW PREVENTOR TO BE PAINTED PURPLE) 1J IRRIGATION LFCTF.ND SYMBOL DESCRIPTION GPM AT 30 PSI RAINBIRD 1800 SERIES 6' POP -UP PATTERN RAINBIRD 1800 SERIES 12' POP -UP A RAINBIRD 1800 SERIES SHRUB SPRAY ON RISER RAINBIRD 5004 ROTOR HEAD -5 GPM RAINBIRD 5004 ROTOR HEAD -2.5 GPM RAINBIRD 1' PGA CONTROL VALVE o CLASS 200 PVC MAINLINE -2' 1800 -15TT CLASS 200 PVC LATERAL LINE NOTE: CONTRACTOR TO SIZE FOR MAXIMUM VELOCITY OF 5 F.P.S. 15' O CONTROLLER- RAINBIRD ESP- LX 16 STATION. AS SHOWN ON THE PLAN, INSTALL WITH A MINI -CUK it RAINSENSOR. GROUND WITH A MINIMUM 8' COPPER CLAD ROD SLEEVE TO AS REQUIRED. POINT OF CONNECTION 1 1/2' METER BY OTHERS NOZZT.F> CHART LETTER MODEL GPM AT 30 PSI RADIUS PATTERN A 1800 -15F 3.7 15'FULL B 1800 -15TQ 2.8 15'THREE QUATERS C 1800 -15TT 25 15'TWO THIRDS D 1800 -15H 1.9 15'HALF E 1800 -15T 1.2 15 ONE THIRD F 1800 -15Q 1.0 15'QUARTER G 1800 -15EST 61 415'END STRIP H 1800 -15CST 1.2 430'CENTER STRIP J 1800- 15CST -B 5 5'STRIP BUBBLER K 1800- 10F -LA 1.6 10'LOW FULL L 1800 -17SST 1.7 9'x18'SIDE STRIP M 1800 -15SST 1.2 430'SIDE STRIP N 1800 -12H 1.2 12'LOW GALLONAGE P 1800- 10T -LA 52 10'LOW ONE THIRD R 1800- 10Q -LA 39 10'LOW QUARTER S 1800 -BH -FLT 79 8'FLAT HALF T 1800- 10H -LA 79 10'LOW HALF U 1800- 80-FLT 39 8'FLAT QUATER V 1800 -BT -FLT 52 8'FLAT THREE QUARTERS W 1800- 10F -LA PCS -060 SCREEN 5 6 GPM HALF BUBBLER X 1800- 5CST -B 5 5'STRIP BUBBLER Y 1800- 10H -LA PCS -030 SCREEN 6'3 GPM HALF BUBBLER Z 1800 -15VM VARIES 15'ADJUSTABLE IRRIGATION ZONE SUMMARY ONE GPM CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416160 2 60 3 60 4 60 5 60 6 60 7 57 8 2 9 60 10 42 11 57 it 54 13 5J 14 4 o y iu 11 12 13 14 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 347 PHONE 407 654 -4646 FAX 07 654 -4621 WEB SITE: "TRUEENGINEERING.COM TRUE EMAIL: true @trueengineering.com Call 2 full bus da be y ou d It's the law! t8001432 47 mwxallsunshine.cam CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA N0.DATE:REVISION/ SUBMISSIONS SHEET NAME: I IGATION PLAN 0 COPYRIGHT2007, TRUE ENGINEERING & ARCHITECTURE, INC. DESIGNERHEREBY EXPRESSLYRESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN }HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THIESEPLANS AND DRAWINGS ARENOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FRUITOBTAINMG THE EXPRESS WRITTEN PERMISSIONANDCONSENTOFTRUE ENGINMTN(3& ARCHFIECITURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: 1.40CIVILSLRPROJECTNo: 04- 024.00 INTERIOR BS SHEETNo: L00 LANDSCAPING ATG DRAWN BY. CHECKED BY:SLSLR APPROVED BY:ATG V J I it G 11 E a k 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 IRRIGATION dNERn NOTES TRUE. K PHONE ¢ 07 654 -4646 FAX ¢ ° -4621 J J I I H H G G F F c c B B SHEET NAME: A A 1 3) ALL POP -UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION SIDEWALK, CURB, ETC. T DO NOT USE FUNNY PIPE SEE CHART ALL VALVE BOXES SHAD BE MARKED WITH THE ZONE NUMBER AS PER 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 611 6) ALL ,RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. 7) - ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRA - VIOLET LIGHT F I N I S H GRADE.PROTECTED PVC CLAMPS VALVE BOX FINISH GRADEf 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING "ONE- STEP" CONNECTORS ? AND SEALANT WITH WIRE NUTS. 9) THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER SEPIA OR MYLAR) SNOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN KING " ONE— STEP" CONNECTORS CAN BE OBTAINED FROM THE LANDSCAPE ARCHITECT. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 6" MIN EXPANSION SURGE CABLE 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 11 ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN BODY ASSEMBLY VALVE THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS PVC STREET ELL 45' 45° 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO, OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BOMBER STOPS) FLEX PIPE USE 1/2 ON 13) THE EX ACT HEIGHT OF ANY 12 POP -UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY ,°'. .•± . •.' '- SPRAY HEADS 3/4 ONTHELANDSCAPEARCHITECTINTHEFIELD. 14 THE IRRIGATION -SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. ROTORS M iCONTRACTORIN. 18 11 LENGTH THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY TEE DAMAGE CAUSED BY HIS WORK PVC TEE SXSXS TO LATERAL LINE 6" GRAVEL BASE 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST OR ELBOW ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. MAINLINE 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION BY OWNER OR AND PART OF ELECTRIC PLANS AND SPECS LATERAL SINE I PLACE CONTROL WIRES UNDER MAIN HEAD SPACING NOTES: 1) THE IRRIGATION SYSTEM SHALL PROVIDE 100 COVERAGE OF THE LANDSCAPED AREAS. 2) IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF HEADS. 3) THE IRRIGATION CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS THAN SHOWN ON THE PLAN. 4) ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ELECTRICAL ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE HEAD DETAIL VALVE DETAIL PLANTS AND OR SOD, IN THESE AREAS. 1 N.T.S. 2 N.T.S. SEE INSERT E CONTINUATION TO WALL OR STRUCTURE 6° HUNTER MINI — CLINK —C METAL STRAP TO BLDG. 3' O.C. INSTALL RISER 4" ABOVE 12n INSTALLED PANT MATERIAL I 1 /2" CONDUIT W/ TWO 20 G. WIRES D D t PAINT A COLOR CHOSEN BY THE L.A. c oNT6ORPASTENDEXTEND <<ENGINEER OF RECORD: AMR T. GAWAD, P.E. E LAST END OF EVE OF BLDG. PVC SCH 40 RISER ELECTRICAL CONDUIT j HARD WIRE TO A ULTRA— VIOLET PROTECTIVE PVC CLAMPS JUNCTION BOX. MULCH PVC TEE OR ELBOW 1/2" TEE (HEAVE BOTTOM OPEN) PVC CONDUIT TO THE L STEED ANGLE COORDINATE PLACEMENT WITH START OF THE DI THE LANDSCAPE PLAN. MAINLINE. PACE INSTALL INSIDE HEDGE ROW. WIRES UNDER MIANLINE PAINTED WIRE AS PER LOCAL CODE NOTE. FIRST 12" PVC ABOVE GRADE SHALL BE PURPLE AND THE REMAINDER SHALL BE PAINTED BACK SHRUB RISER DETAIL CONTROLLER DETAIL LANDSCAPING ATG 3 4 N.T:S. N.T.S. 1) ALL WORK MUST MEET CITY OF OCOEE IRRIGATION CODES WITH RESPECT TO DESIGN AND INSTALLATION. ENGINEERING &ARCHITECTURE, INC. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING z REW CIRCLE OCOEE, FLORIDA 3¢7 K SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.WEB SITE '''•TRUEENGINEERING.COM rr cc p aa r " Ar the VVYYVY .calsunshine.con CERTIFICATE OF AUTHORIZATION# 00008918 FLORH)A REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE ,FLORIDA No. DATE: REVISION/ SUBMISS IRRIGATION DETAILS OCOPYRIGHTitg7, TRUE ENGINEERBJG & ARCHTTECIURE, BJC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGIiTAND OTFIER RIGHTS M TIB IDEAS, DESIGNS, ARRANGEhfENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND RV CONNECTION WTf}I711E SPECIFIED PROTECT. 7HISE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIEDMANY FORM ORfifANNER WHATSOEVER WITHOUT FIRST OBTAiMNC THE EXPRESS WRITTEN PERMISSION AND CONSENT OFTRUE LNGINEERSINC& ARCH[TECITURE, INC. NOR ARE THEY TO BEASSICNED TO ANY PARTY WITHOUT FBlSTOBTA(NB7G SAID WRITTEN PETUHSSION AND CONSENT. BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECT No: 04- 024.00 N.T.S. INTERIOR BS SHEET No: DRAWN BY: JRP CHECKED BY: SLR L004APPROVEDBY: ATG 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TRUE EMAIL: true @trueengineering.comSPRINKLERNOZZLE DO NOT USE FUNNY PIPE SEE CHART ALL VALVE BOXES SHAD BE MARKED WITH THE ZONE NUMBER AS PER 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 611 6) ALL ,RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. 7) - ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRA - VIOLET LIGHT F I N I S H GRADE.PROTECTED PVC CLAMPS VALVE BOX FINISH GRADEf 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING "ONE- STEP" CONNECTORS ? AND SEALANT WITH WIRE NUTS. 9) THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER SEPIA OR MYLAR) SNOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN KING " ONE— STEP" CONNECTORS CAN BE OBTAINED FROM THE LANDSCAPE ARCHITECT. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 6" MIN EXPANSION SURGE CABLE 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 11 ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN BODY ASSEMBLY VALVE THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS PVC STREET ELL 45' 45° 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO, OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BOMBER STOPS) FLEX PIPE USE 1/2 ON 13) THE EX ACT HEIGHT OF ANY 12 POP -UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY ,°'. .•± . •.' '- SPRAY HEADS 3/4 ONTHELANDSCAPEARCHITECTINTHEFIELD. 14 THE IRRIGATION -SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. ROTORS M iCONTRACTORIN. 18 11 LENGTH THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY TEE DAMAGE CAUSED BY HIS WORK PVC TEE SXSXS TO LATERAL LINE 6" GRAVEL BASE 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST OR ELBOW ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. MAINLINE 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION BY OWNER OR AND PART OF ELECTRIC PLANS AND SPECS LATERAL SINE I PLACE CONTROL WIRES UNDER MAIN HEAD SPACING NOTES: 1) THE IRRIGATION SYSTEM SHALL PROVIDE 100 COVERAGE OF THE LANDSCAPED AREAS. 2) IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF HEADS. 3) THE IRRIGATION CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS THAN SHOWN ON THE PLAN. 4) ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ELECTRICAL ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE HEAD DETAIL VALVE DETAIL PLANTS AND OR SOD, IN THESE AREAS. 1 N.T.S. 2 N.T.S. SEE INSERT E CONTINUATION TO WALL OR STRUCTURE 6° HUNTER MINI — CLINK —C METAL STRAP TO BLDG. 3' O.C. INSTALL RISER 4" ABOVE 12n INSTALLED PANT MATERIAL I 1 /2" CONDUIT W/ TWO 20 G. WIRES D D t PAINT A COLOR CHOSEN BY THE L.A. c oNT6ORPASTENDEXTEND <<ENGINEER OF RECORD: AMR T. GAWAD, P.E. E LAST END OF EVE OF BLDG. PVC SCH 40 RISER ELECTRICAL CONDUIT j HARD WIRE TO A ULTRA— VIOLET PROTECTIVE PVC CLAMPS JUNCTION BOX. MULCH PVC TEE OR ELBOW 1/2" TEE (HEAVE BOTTOM OPEN) PVC CONDUIT TO THE L STEED ANGLE COORDINATE PLACEMENT WITH START OF THE DI THE LANDSCAPE PLAN. MAINLINE. PACE INSTALL INSIDE HEDGE ROW. WIRES UNDER MIANLINE PAINTED WIRE AS PER LOCAL CODE NOTE. FIRST 12" PVC ABOVE GRADE SHALL BE PURPLE AND THE REMAINDER SHALL BE PAINTED BACK SHRUB RISER DETAIL CONTROLLER DETAIL LANDSCAPING ATG 3 4 N.T:S. N.T.S. 1) ALL WORK MUST MEET CITY OF OCOEE IRRIGATION CODES WITH RESPECT TO DESIGN AND INSTALLATION. ENGINEERING &ARCHITECTURE, INC. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING z REW CIRCLE OCOEE, FLORIDA 3¢7 K SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.WEB SITE '''•TRUEENGINEERING.COM rr cc p aa r " Ar the VVYYVY .cal sunshine.co n CERTIFICATE OF AUTHORIZATION# 00008918 FLORH)A REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK OCOEE ,FLORIDA No. DATE: REVISION/ SUBMISS IRRIGATION DETAILS OCOPYRIGHTitg7, TRUE ENGINEERBJG & ARCHTTECIURE, BJC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGIiTAND OTFIER RIGHTS M TIB IDEAS, DESIGNS, ARRANGEhfENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND RV CONNECTION WTf}I711E SPECIFIED PROTECT. 7HISE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIEDMANY FORM ORfifANNER WHATSOEVER WITHOUT FIRST OBTAiMNC THE EXPRESS WRITTEN PERMISSION AND CONSENT OFTRUE LNGINEERSINC& ARCH[TECITURE, INC. NOR ARE THEY TO BEASSICNED TO ANY PARTY WITHOUT FBlSTOBTA(NB7G SAID WRITTEN PETUHSSION AND CONSENT. BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECT No: 04- 024.00 N.T.S. INTERIOR BS SHEET No: DRAWN BY: JRP CHECKED BY: SLR L004APPROVEDBY: ATG 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TRUE EMAIL: true @trueengineering.com 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 11 J I IIIIIIIIIIIIIIIIIIIIIIIIIIIIHN G is FA "" TRUE. [ t ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3476, K PHONE 407654-4646 FAX 407654-4621 WEB SITE: 'vmu'•TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com LIGHTING FIXTURE SCHEDULE TYPE DESCRIP11ON MANUFACTURER AND CATALOG NO. VOLTAGE LAMPS REMARKS SLA FULL CUTOFF POLE MOUNT LUMINAIRE TYPE 2 REFLECTOR, FLAT GLASS LENS, HOUSE LSI INDUSTRIES "PATRIOT" SERIES (1) 400 MH POLE CONSTRUCTION AND MATERIAL FINISH T.B.D. CATALOG#: PTH-2-400-MHR-F-MT-(***)-HSS MT ED-28 SIDE SHIELD, POLE MOUNT SINGLE - 25' A.F.G. `I J SLB FULL CUTOFF POLE MOUNT LUMINAIRE TYPE 3 REFLECTOR, FLAT GLASS LENS, LSI INDUSTRIES "PATRIOT" SERIES (1) 400 MH POLE CONSTRUCTION AND MATERIAL FINISH T.B.D. CATALOG#: PTH-3-400-MHR-F-MT-(***) MT ED-28 ; POLE MOUNT SINGLE - 25' A.F.G. SLC FULL CUTOFF POLE MOUNT LUMINAIRE FORWARD THROW, FLAT GLASS LENS, LSI INDUSTRIES "PATRIOT" SERIES (1) 400 MH POLE CONSTRUCTION AND MATERIAL FINISH T.B.D. CATALOG#: PTH-FT-400-MHR-F-MT-(***) MT ED-28 - POLE MOUNT SINGLE - 25' A.F.G. : I SLD FULL CUTOFF POLE MOUNT LUMINAIRE TYPE 2 REFLECTOR, FLAT GLASS'LENS, HOUSE LSI INDUSTRIES "PATRIOT" SERIES (2) 400 MH POLE CONSTRUCTION AND MATERIAL FINISH T.B.D. CATALOG#: (2)PTH-2-400-MHR-F-MT-(***) MT ED-28 INTERNAL REFLECTOR CAN BE FIELD ROTATED I SIDE SHIELD, POLE MOUNT DOUBLE - 25' A.F.G. POSITION DOUBLE ASSEMBLY AS DESIRED /I . , I . / I Statistical Summary / Project: Freeman Commerce Center Ocoee, FL - Photometric Site Plan ' ,/ I I// I Label Cale Type Work Plane Units Avg. . 0 1/' Parking Illuminance 0'-0" A.F.G. Fc 2.28 ;i. i Trespass p Illuminance �_ �� 0 0 A.F.G. Fc 0.35 ;�. I I I I ' 1 W a q, � •. �,�.• ;,,.,, .w ;:w..:.Ok 'O i10M5 : "�TA'. ::.J ' AI'.•: +••� rw n� '"5 I a7 1 �,;::�rR:'w3; :bb: w...rrr.l�r. s: .W3, Iot'ii .1}l.. :-. - _' : ""$if �ili:': ii'" : :. k :tib:': �: ?af'z,o Y.s :' '` '�,o Y.s a i" :•.ue W�},: Yv+y' u.��1.' :ucr::U�:. r.- '..kP:.+!^!'.. _ .... q. ' !I''. �& '-'.-.g ;•p�•:•;f,6;•;'&::•,'6:•: • 2.1 • 1�3 ••1'.2 • `'S" '0.6 ••`11.7 • '�8 ••1.2 • 1.2• %.0 92.9 3.7 - 4.0 9 •9 2 1.4 11 'tf.9 Y1.7 4,7 4.8 1.4 2.3 12.6 u6 93.) 4.0 .9 5.2 2 %.6 '2.7 %.2 -9 .1 a! °ih :;fie•:( I e;:.. . Lp C� R Q I I • I' p,'' i._: • ;'�j.9•;• ' •: • .1• 4.3 SL416 1.6 .9 12.2 1.6 1.9 1.7 .8' 9 A 1.9 %.a "41 %.3 .7 1.8 1.1 1.0 Y1.7 W6 W6 �8 Y.0 Y.3 $.0 �L7 3.9 "AYYSA� � 6 • • . • %2 1.6 '2.4 %.a L6 1 YJ 12 Y.1 ''L9. Y1.7 11.7 %A 1.4 %.4 93.0 '2.8 '3.9 .6 4 S %.I 3.4 Ic1 -9 1 1 R } 9•'+,A::.J;C :•.b,B:'. Y.8 3�0 3.2 '4.3 3,3 -s:-:ra ::8r:- s::: 9:::3 k: s '�1 �a g L2 Y 9 Y.6 '�.-I • b . ?G:.... v s �s Ya be:: z::: i::3 . .:iP : ' r 0.. �- Y ++ 1 3 �_ :� __ 1 7 1 .... Y9 2.4 L :9::: 9..' ��:::bi::�i::: k :6 I6s:' i� :bs:.'i::�Se::to:: .�>si::$i::� �::tip: �: �>� • 4 - J .5 Y.3 '�:' 'r :3,a:' S,3 Yµ Yw a Y �i _ _ r vw:.v.w::.•.w:.^:. SEE Fl)�RE SCHED lJ� NO FOR TYPE 'STD' i NOTE - d.3 I I .s a Le �b .�•��� pp,,�-�:Yip•'• 82 Y�4 Y.1 Y.1 •'�4•: .' W:•:4. :'Ofs (,` :. :''1�0:: JW'.•• Ys Y.1-:1`i8•:':k'7::' z �� 2.1 '13.4 ':' . � b.2 'dl 5,0 I I 4 w!'. '.•NT'.'!�Z :.',J�Wy'.. .4 Y.1 Y.1 •}'.ii.•.':'V•4'.: Y '2.0 °q� S C)-. :•qt.... '.4 bl bt bl Ih . .':::•:�::::::::.:*"** ... • i :.5g : o:::L� 9 s Y.z & ::Tss::"Ag::Li::: Yu Ya 1 O B 1 Y3 2.0 '� �i.r ` 51 c, 1.5 ::U:A;i•::�: /'� .-•. I—' :Yii.: � Ys 21 ::.:. U Yu W 1 : �.r�.:v. - •.;:.. :.;.:.:; .:;: t- t_I_. O L.1 Cn (^ (X7 ^ t0 '~ lf� ^ �f Mir N /- ���`: ::: - N 1L w w w w w w p s ::. I Z R.:t' ::' : 3 :: t::: YM9 & :::U::'k4.: b�;::' (n ,- cn rn O O O O rn O O Cn O v7 O O :: fit` ;� 1.8 '� LO L :: e .. ` =a YT1 to Ylt 1 1:.•• '.•YS'.'.+ • g a• :.N4':'1N :.'. O O bra w o woo w co w w w o w w w w w c' w o �S;_. �a :. fir. ..: b2 �1 bo >:? :: }::: ?.:: a to & ;::�F::: ::? ::: 1_- d- 1- .- -- f-- - -00 - -00 - Cc - •r- 00 !_ -- - -- h- 00 E= I 1 b,s:;>}$i;..°p L3 24 Y.7 Ye Y9 Ya'_�$bs:;43 22 bt bt J ::..:xc:: :: z :: Y.3 & ::::6ic::5.:... (f? to in (n � (� (n � (n (n �¢,r to � (n �� C!7 V7 is :'6e 3A $z �.7 L7 ' so ,3 52 51 51 4 ( . .ii :: '�S•,:::'•tr�i:: 1 Y.s Y. ::� ::Y :: < x$i- . a 35 Y,e l : ��`':: 3 52 51 81 I Y. ; .' .• vV L . Ya .1 .9 Y.S Y. . �13. � 11 7_:VM ` �.4 1 43.4 �.7 Nyp.: y3. 52 81 51 I ..:....6. •t .uI�t.'�' - ,yam qy�� t�••� ■■,, • S ++��,,., ''1, .2 1.9 Y. ::,Jf::'k'4:•' =J •: :".. • -.•:� :• :•:•iR':• ''.. I I I-:.''�i9:•:•YQ _.. • •''- �-Y.3 L9 ................'4.7 •:'W;:•:••. 52 5.1 Yis -p�- r .• 10 -::�. :Sl :�: ;. :-., •. ,.la 70. :70: :.7$: -L3. •.A7. Zt .. AB' i2' '�3• 'T±i. 'f., r yi •11• %� tt ... as•'�Y17:' .'Ll :'"AB` DA�•. •.7L11 .� 834'+�i+.<'- 1. YID::�:4:':�g': •:Ti1 E I!A Y. ... .7.3' 39'.B.S''.0,6:, ................. DS:' •59• •?♦.t• in •}i2'' }?•.• *D,7� ::� "1x •t '• '� .:k `,'.a.6'.. •' 1 58.R.. Y12 '21 5,0 L2 2,0 2, ': Y:r:^ .0 Y19 Y 0 Y38 Yl Y.1 Y Y - 0.' .1 Y.4, Y,P �1.4� Y. Y. Y - - 7: Y.9 Y 6' Y.1 &9 Y. 2 2 Y. 1 : Y.1 Y18 Y17 Yl Y.1-Y. Y - .9 3 2. LB 4.1 4. 2 5- 7 2 7 E ',3 9::Y s : S 1 L7 4 4. .':Yis bs b1::b6 :3� : bi ::be:: " 9 _0 � �gj 0 s:: i 0 • 147 .. I ..�.:......... I( II �T2 I I I i�•::�:'•Y1�:•�s:: 1 : s 21 2,1 2,a 4 Y1 Y.3 Ya Y2 Y. Y. Y 4-: S Y.7 Y2 Y,4 Y. Y. 1 3' 23 Ye Y.a Y.1 Y, Y.z a 7 B Y.3 Y2 YS Y2 Y Y. Y .4 .3 ' 2.a Y, 2 . 6 Y.a : •:•Y Y.2 Y9 6 :$s.•:•V4 iI' 51 51 51 .2 :::_'.:.:I ,�j. -' ,::%' .:-U,. • S'l. 2.5 LO 1.7 1.6 1.7 ILO 2.1 L2 Y.7 1.6 1.6 1.7 19 2a 2.4 0 L5 2S 2.4 25 .9 2.4 1.8 1.8 17 1.6 1.6 Y.9 Y 7 L3 19 Li L1 2,8 2.6 L2 1.8 2 .9 18 1.8 1.7 1.9 I!A __ Li A 2.4 2.4 1.6 1.5 16 1.0 ;�: ;' -4:•; 32 U $3 -4 I ��•_'�°•' . ♦• .. ....... % ' .Q••: w•• . - 9 L Y.6 Y.3 Y.5 Y,9 L5 3.6 3.7 2.5 Y.9 Y.3 13 19 2.7 4.0 4.1 '3.1 3.3 1.7 2.3 2,8 3.0 032 '4.0 2,8 5 2.1 1.4 1.2 1.7 b L5 3.0 3.9 2.9 8 L4 2.1 2,B 31 '22 LO L ,e Y.6 Y.9 1.8 Y.6 2.1 Le t7 2 LB L6 1.5 Y,2 Y.5 1.0 • • • •' • . '�2 Yu '21 :ba : :::'fie:-.. - ... 'as6:: t :. I �: tr.;a SLC SLC All LC SLC : • =•::. •• -•:',�8'•:'•, ;13; 4.&,:1;':' 7 3.2 1.9 Y, Y, 5 .7 S 9 Lf Y.5 Y, L 9 A 4�5 .4 3,4 36 4 6 1.5 1.8 2. 3. 3. - E. �8 4� 2.7 21 ?4': .6- L4 2.4 LO Y. 1 .1 2 L1 A•: 8.' 1.9 1.7 1.8 18 1.2 ':b:�::,''�-4'': ' 112 Y11 %I -f:.b;aI .0 4�8 3, 28 �Y,6 Y.::::Y. Y. o A: .s s a Ys Y.1 Y.1 Y, 40 .tt : +3:. ::�6:'''�, e 2 YS Y,3 L2 L 1® :::: $ 2 2.a ',a:::g:a::"Is:: 21 L 3, 2 Y. Y s ; 4 *:� 4::: 21 'i�:::�ls::: 31 51 51 � :: `i:: --- - ---- -�- 2 3 3 .3 3,1 y.. 9, - �1::�E:: :�i:: 0 2.2 Y,::..: • 12• :L4 = w. : ►a • :p «i>r' J:' do :77 'Y7 .4 2.7 ::'�9`• 52 51 5A �D do o =< - I �._-::: ::_. 1 �:`: - .8 .6 LI 2.3 .4 7 3 ::.:1 {:.:. ::::::..::: 7. •..: y::; }} Y,4 L! 3.a a 2a Y.:: ' ' : �r3 :1�D::YA::'b9.' ' . �'•' Y12 Yio ::'::'Yfi.':4:J6 �#::I'::::::&:::' bt �:�X:. Y €€ .i4a .fit ..Z . : 1+t{: b4e::�R::: Q9:::�Z:::11:::'iQa::�6:'bd+::: 1*1. 1:-:'i 4: �N::. :9:.64::'Y'S.'.$.4::tr:::::i:+j `'i8 : '� . �p �: i ■ . _; I 2.7 Lz Y» Y,9 2s 2 .....'-'%k-:' :61i : Yt3:'. :%.: 2,s _ :Yis':'81a•'•' ':'�4': ::1{p: ::f8: 9'g::$$: 2,6 4.4 Y,s Y, .: i7 : ,.a:: 52 iu Y11 2 ie '' i�v ::ii};:••,' '1;r :•'.5:7:: ab:: 3 1.9 Y, •:Ys: LS 2,0 2.1 2 .' � _..........�__ __.. •: ' 31 Li :Yi '. 9 _ - Y 1 i 3 8 2.9 -3 s i4 : ari : 52 51 5A �°p :'bi . :•'6-:.. •: 2.4 Y. ' 41 3.o Lo Y,e Y 9 3� ' SUITE 1 C) 8 :' 3, - :: :. 7 4s.� Ya ?a Lo a :i1 ::U.-::�•, %2 k Y11 iho :::..: SUITE 108 , :�i:: A3:'re''iC:::::. Y.s Y, {4,370 SF)* s (d,400 SF) - :f '1�' SUITE 108 'Y7 '�6::':` 52 si �1 ` I I ..:%: i o o n 36 3.s 2,6 S :i B' 7 Y.B L2 L2 Y 6 . c +:::c:: ::ks:;•:.:4::: {4 400 SF}i::: I Y4 Y, -: 4 2.7 L L9 .9 9 = .1-2A Y6 Y4 Y6 Y,0 _ b2 b1 51 '' :'ba: : bs : '•fa:-: }': Y. Y,F- . _ 9 3.6 3 2,s L1 Y�-�3-�a Y5 Y.2 Y.5 Y.0 ;'Sr- Ss�r 52 bs b1 >Si; .s�:::Yca:= : . A Ya Yl� SUITE 1071. 4 : :.:' Y.4 .: :: =. I :• ID: (4, 3 0 } ( , ) - ' :l•::L :'. 9 ' 11 L2 Te 1.9 ... ::: ': 12 Wit '%a to ...... fit ::>ri ::r�i2:: : :: :? Y Y Y.o YT ::h!::: .:_ ; : (4,1 80 SF) .f YS 1 6 �•6 • `•'• 4 I 1.t 3.3 3A 3,6 3, t %.9 Y).9 .i:'.ice•: - _ ::�z::.. bt aA :.:: :: 10 �.:- :1% '✓q :: 3:: ::li-::U:::J::::1 :g:: .8 L8 3,4 32 2, Y,o Y37 T4:: t� : l :' 1►::: Y I I I. Y,1 Y I *� A. °: ' SUITE 10 6 :; j9,3 2.3 3. 22 b1 bs I :: :: ;:::b�:': := ::::> Y.3 �A SUITE 106 SUITE 106 :�„:: s:::Y 2,3 3,9 4.6 3 •�:: 2. L2 2.s L4 4 3 ►�; Y2 Y o s _ 370 SF F 4 80 S 41 L2 L2 Le t� 3,7 2a Y,6 Y.e •.''�t9•. ':$1:':•Yi3 :':'b�::�':-b.8:'' .3 Y2 �"�'• ( ) ( } 9 ' Yk:I Y.1 Ya L6 �6 4-:�i•:•Yi..,,`' b2 51 bA , :8�:::�]i: ::Ytl:::. ': ::U.':±Q:: 3 4 14 W;� 9`.. s L9 2,7 Y,s iz� �z_i2 Y.9 2,a a �a 3i<: =: %�62 b1 b1 1 I .; .•: ':. ..:::--.•:...:..•:.;.;. I a 3 Y.o Y,..... a 4.z 4. 7 L6 fa Y 4-.ia Y.7 Lo 2,o Y s :: r:.:. :.; 82 bt 51 R� I ::'rkal�r:::>ii: '✓f:: ::do-::::::'Dig.....:_:_:.:_:4-..;: 1 SUITE 105 SUITE 105 ;'bu::�s'.'6�•: }; 6�9;-: •; �., 7 4 Yo �i ;. 1.2 3.s 3,a 3s 3t3 L3 4. Y Y.7 Y2 Y,a Y.1 ,¢i•;:• ''r22 Y11 Yu %OM I ''(4,370 SF 4,180 SF sip::: SUITE 105 '�:.. /; ::bo' `.3i:::be: : b ::3: -: Y, Y,s b :::ba::. ' ) a 31 3a , :g ( ) :'bi:: ig 2.0 3a a : Tao:. 4,1 80 S F I jj����� y.� .1 .1 - yy,,,, ( } Y.6 Y,z Y.si•:•b:�:}3., tie b1 b1 ii�,, �, I :• :•-- •: :•�•'- ::87 -. 3. YA ZA•.*:•.LLS•:' .6 4.0 3. .'' ' 43 Y. 2S t'7 ' U4-'• 4 ( /1: Lci � A. .1 . .. *... * ' X .1.% . . - .... Yes `s eta. ' i2 b1 b1 3s die �Q'-: •:ti:: U: :: ::V:':W' •. %.9 %. ` ::Yid;::. z 4,0 : t9� :�a::'Ys Y.9 L3 :::P2::. : 1.1 Y.7 2.4 L9 2.s ii?r::. �%' 12 Yu ill bye`° 1 C = c. t� ;` SUITE 104 SUITE 104 / i �•Y►9•:.YQo:' .•.W:':1 'N7:- :i+t: :•: to 2 2•.• . 9 31 3 1.' •s p ; be. ;i:9 Y,s Y6 j SU (TE 104 .Wt' • b� +jam A;. R,:;.;.. ;• q; (4 1 U O S F):':. A Y.2 Y.6 L4 s .`.42 b1 bs ■ •: :: 1M!::: ......::Y+.::!"f��j':1 ::•S"�: ::�R::•:• oil A 5.9 %. (4,370 SF) • 9 •3.D 3.3 3.1 to ' : � Y.3 Y.i (4, 1 80 SF} 'CAB �.1 Y. 3.4 4.9 3.7 :: ' : `: f2 bl bl :/� I �_'.�0...•LG'. :'t1:':-b2!•..U- A-:•.U:• .7 A 15 4. 0 .0 3.4 4.4 4�0 3� 3 .��- Y.1 Y.0 .. Y2 .9 3.3 .•�:8':•.•' S '12 b.! 'b1�_o�/,� ' i� : I q:::::.:.. :.::..:.:..::;;: .'.�.'.;;: 3s 3,6 36 3.6 3.6 3 `Y"" Ya 1.3 .;;: ::6'•::Y,o:::' .6 2a '1e.' *g-'' '; bs b1 ':. :✓le: :: ::tii :: ::�;:::'La:::# :=: B 4 Y.1 .: '.' SUITE 103 SUITE 103 �Vie.',_... . ... ,/, 1 :iW-:•0co::• :: :::1A1': _ •::F'1 .4 b.9 b.:::* , *:. • ?' 3.4 3.6 L9 3.2 3.7 3 4 180 SF :.1J+::.0 LI Y.8 ;k::1i::. 7 SUITE 103 ::KrI Y.2 1.2 Y. L4 L'8 '4- ... :::itH::. a1 bt �./'�°,, •/' i is (4,370 SF} { _ } .1. _ :•::: •::• 4 180 SF1. I o ::. :6po:• :•J :: V.-::4: ' Y. 1.3 & •:Y6s.•: s 3s 3.s ;: 2.9 .y::..U::' 9 \ } ;'r?.l�a-YB Y.7 Y,8 . >D:: ': _ b1 &1 : :: a q::: ::ba:6::' ki :: :: oa :: ' ::T,. Y Y Y 2 :::6': 4b ' 3 4.2 .Y :'iy9 3a L2 a bs .. : Lo s-a 7 ?.9 Y.z 4�2e :E� $2 b1 bra / :S : .** / I by;: :_ :;: '$u:- :"i'i ::ua,:: Y3 1 (� 6 2.B L SUITE 1 C)2 . 3.1 :.IaI• s 2.4 Y.9 1.3 Ys Y.z iIS:' ::5- 32 81 6 I �.- .; SUITE 2 LC sL `. SUITE 102 j ' "�..- :: : = : : :' :::; :: 3 Y 4 370 SF 4,180 SF 3,4 L3 .. / I `~ ;:' -; t:� ( ) LS L , ( ) ;:' (4,180 SF) -•u 3-t� Y.B Y.9 �.2 Y.B -:off':. i. at a1 bt i i:• µ:::U:•:wl':•RY:•�• •t:.�7'•. :$:•kA A W9 Y.' •. 2 1 21 LO 1 ��. .9 _ -U- 2 L2 Y.6 2.5 3A L8 i4*:U::A4 "i28 %2 bl / B N'915,+:bPo:.�4': Qi: .-4:' L9 6 Y.3 . «�' §:,.9 Y.e Y.e •:' t 2 Y. �'•' 7 3. i$z Y.o Y2 Y,6 L3 _u:;; .•�,_. b2 b1 btu / I _� '` :: � .' SUITE 101 • -.....' I k - : 8 :: ao::"ba::: i:: �,�. •: �: Y.s Y19 , 4 . Lo Y.6 YA Y, .4 .� ?L• SUITE 101 1.3 Y2 s (4,370 SF:•: SUITE 101 �b9 L2 Y.9 .4 'aCT7 bA ba &> 1 ) to Lo 21 L2 Y.7 Y. h Y.4 ,,ii�� b.9 •-Oc -.-: 6::-'.BA.•:VS':• ::- *-,. � .`3'•. :-• 2 Y1 .�r %:•• j i:: 80 IS 3. .: - � 9 3.6 5.6 5.5 1 -:-- ::1 _ (4,400 SF) (4,400 SF) .. _ y'. is : �. ::; I ''✓Iie:"ap . ::: ::' iS: `. +f:':: i i :. 4. 2 YS Ya 5 :::fib :: :�'1 5 �s : A9 : 9§::firs : 9: diei : �9 :-'.. ' ' ,1 13 L9 LB 2.s YS Y.1 .f --'aYH''8c9 8 9 719 3::: i s -:• �::: ::3 5 .:i e. 2. 3.o i':'�r: 1e:: ::Y;;1. Ys b9 a t S r I O Ys Lo Ye 4 Y ::#:8`:- �''ilt ::-: 'i>;7_•:�:9::•'&.9'•: -:J'} 2.8 y;:: ,[� 9 �1:':. ::i::•' 9Y:::Y19: {� :: ' q:,' :1 L7 ...... ' :''''::r :' :::a : :f: 4 . Y r f =� _ t ` :� i 6 .9 2A 1.3 1.6 13 .L . •xg:. ':1a.': : �.•. ._' �,;I:- : : -:- •.)b :-` A • C6:: ' . 7A'.:. .'ir,4:' .1 9 I •. 2 :• •. ti. S 3.5 3.2 4.3 •5• tirp:: y, I 9 7 s 2 Y.s 7 . Y r'' 1.8 Y. Y. �B 2, 1 ' .9 :� t'S :'. ...*-'- 'Y.:.' ' •-1::. emu. • LO b bo:: �d:::fir::: ::: �� .... t L2 Y.7 Y.5 S 1� i6 TS �,4 Y,e .8J'2.a �.s' Lo Y. '�;•• �'-' 9 2.1 2.8 3.6 3.6 3.4 4.4 4.9 Yi�B $�1 4. I :;bA:J*'0:•.'�4 ,3ik ..... • ;: Y.e 2.s 4 2.s 32 2.s 4 2.s 21 2.0 2 L6 3, 3s 2a 2.4 Y.9 YS Y.6 Ys Y,6 Y.B L Le 9 �� S 1 03-i:3�Si tIR . Q,7 L L7 3Si-?�.9 3.0 .5 Y.9 YS YS 14 1.7 2�9 4 �4A 3.3 9 L3 2.1 2s �b '�2 3.6 1 $2 L��i. 3,8 L2 2.1 <+ i . y..:::...:• • t.r SLA LA _ �? SL �,. 44, r s T I tl' '1 , 3 lo-'• iie'-'Aa:':�1:: :' kt _ _ 4 a : al r� :i6 • •tfs : ts: '� �•: X...0 : :$1. :: Ls::: :: 3:9�::: :: s::: i : ::' H : :: is::$ ::: ::. L4 2.7 L4 19 _ _ : $3.` :i _ r wr r u7 �. I 1 "''i ube us «' Q9 bs 7 b7 -.bA 12 Y17 �17 W U.4 :.�'.' A s4 SEE FlxTu IE LE N TE FO "b 4 u4 u4 115'6 1 5� !! 6T3� R TYPE 'sI D' p ?'4_. V::, ::: '' :�l::: ::4:'�fi:`.bC�.::U:::. : :: ?.. :: I gg� : :.:'..:. :.........:. •:' 1.:. 0:•.'0': ',bp,.. .-,.•tStO'.'J1:•.10:.'b2:•.L3': L3:•j y:•.3a1.:•bA :.71ar•.• .. ") `O I `' dE _ ' 1,J Ji5 *"% [lY �� 14..�Y _ ' Ji .1•.' 4" O � 1 ROT - O I I I I _ I_ 1 2 3 4 5 6 7 8 9 10 11 - - - - - - -- - - - - __ - 12 13 Max. Min. Avg./Min. Max./Min. 9.00 0.60 3.80 15.00 2.00 0.00 0.00 0.00 14 15 E H Call 2 full business days before you dig- '�_ $_1'_'.' �` It 18001432-4770 mw.cal lsunshine. corn G F C E MCI PROJECT NAME: CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION 949416 PARK • • FLORIDA No. DATE: REVISION / SUBMISSIONS B SIM 317 NAME: SITE LIGHTING O COPYRIGHT2007 7RUE ENGINEERING & ARCHITE CTURE, INC. DESIGNER HEREBY EXPRESS LYRFSERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE mEAS DESf GNS ARRANGEMENTS PLANS ANDD RAWINGS SNOWN HEREIN. SU CH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPIDFOR USE ON, AND IN CONNECTION WT71f THESPECDIBDPROIECF. ATHESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING TTIE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSING& ARCHTTECFIURE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAE) WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 1 SCALE: CIVIL SLR PROJECTNo: 04-024.00 1:50 INTERIOR BS SHEET No: LANDSCAPING ATG DHECKED . L LT001 RP CHECKED BY: SLR APPROVED BY: ATG 1 2 3 4 5 6 7 8 9 10 11 12 i I 13 14 15 1114 J 11 H G F E D c ( 1 2 I I ( I I I I 3 4 5 6 7 8 ; 9 10 11 a �9 A;�r ';� � r�, � °� 9t `� • Via, '�; a�` �y�r � °y�2' "`` chi • �' a �4 4 ' ■ • , H a', . „Fr� ``• " < � P n Alp � • <. +� �� a ` P �' e �"'�—F--�r- •/''4. � `fie �. � " a—ii—i344 q. °+r;� a ( 1 I 12 13 14 Fmm TRUE. ENGINEERING & ARCHITECTURE, INC. 270' REW CIRCLE OCOEE, FLORIDA 3476, K PHONE 407654-4646 FAX 407654-4621 WEB SITE: 'm'O•TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com J IItI 1111 • 1 UaYS UeTore • 1 i i �xv. It's the law! 1800)432-4770 www.callsunshine,com A] F D CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 PROJECT NAME: FREEMAN COMMERCE PARK c OCOEE , FLORIDA No. DATE: REVISION / SUBMISSIONS B SIM -T NAME: SITE PLAN & ROAD SURVEY OCOPYRIGHT2007, TRUEENGIdEFRING & ARCHITECTURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. ATHESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED ORCOPHED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRSTOBTAINING THE EXPRESS WRITTEN PEINISSIONAND CONSENT OFTRUE ENGINEERSING& ARCHHTECITURE, INC. NORARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FILSTOBTAI TNG SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 I SCALE: 1 l U0 CIVIL SLR PROJECTNo: 04-024.00 INTERIOR BS SHEET No: LANDSCAPING ATG R001 DRAWN BY: JRPC IECKED BY: SLR APPROVED BY: ATG 15 N. m 10 11 12 13 14 15 0• J I H ©l 0 1 2 3 4 5 6 7 03 + 00 04+00 06-00 MATCHUINE 08-00 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, RORIDA 34.761 K PHONE 407654-4646 FAX 407654-4621 WEB SITE: ul7uuJ•TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com 325' w J o 00 w 04 {{ o ry z 50' J (ELK Cep z EXISTING 9 , CENTERLINE p* zc• p.isC gF PAVEMENT0. O ! c' ! ! c' ! ! c-` G----------- ,c;! !r L).c! m '° v• L+� � ` ny• ��9 • x !(m —`/zS'.. !ls.!. ✓ ^- r ai---_r 36_���� <,�� `! � x � \\\\x ----------_'------ — �. �!!1 ----------- ,c , , ,o �D __ ------ — ---_--�-_ ! 00 c X p x ��� 6Z. !O!X ---F—�oL z &�c' X f' `a! x �! O!! � \ 0. I ! g !�! os . sn ! x s� S �� c'! mac', O. x O! x ♦ p�� �' �zx 190 OCOEE- AP�PKA ROAD �?! �z� s�! X X x s'�g. f' • x 12 4 O • s� - s� ! �, �zs . s 6,; • �' O x �' x Q PC l 9 X y, x x c' p c' 9• �"c�z PC e c' 1' x 4S' l z !,lq x X >uu uw sxa x,r :, u caro _.-- x x S• _ _ _ lzo ! �! x �� W'Ll RIGHT OF WAY LINE PER DEED r r`x• x x c' �'• ! _ _ _ p� 'Q x 50' 135' ! H tt 3i < ■ ' v: •• 2U 5 3 8 CILI V� 1 NO � .. �:: o co ...............r ,o .a Do PLAN _ SCALE: 1 = 30 01 --00 02 00 03 --00 04--00 , 00+00 130 128 126 • •l 08,100 F 11 Ifs the low'. 18001432-4770 y f mw.caiisunshine.com EXISTING CENTER LINE 124 m .4—�' 24. 2 '� 24�_ _,' 1 Z4_IU_,' ` 124_70_,' 124-.64 �4 1 Z4_74� 124_1_, 124.06,/ D <« _' CERTIFICATE OF AUTHORIZATION#00008918 FLORIDA REGISTRATION #49416 r 12 J-6� ENGINEER OF RECORD: AMR T. GAWAD, P.E. 122 / PROJECT NAME: f �t FREEMAN COMMERCE 120 121_o0 PARK C OCOEE , FLORIDA 118 116 114 — THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. PROFILE SCALE: HORIZONTAL: 1" = 30' VERTICAL : 1" = 2' I I f 5 6 7 g 9 10 11 12 13 1 2 3 4 4 No. DATE: REVISION / SUBMISSIONS B SHE -TNAME: CONCEPTUAL - PLAN & PROFILE 0 COPYRIGHT 2007, TRUE ENGINEERING & ARCHITECTURE, INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERECREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT A FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF TRUE ENGINEERSINGH, ARCHITECT URE, INC. NOR ARETHEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST013TAMG SAID WRITTEN PERMISSION AND CONSENT. ARCHITECTURAL BS DATE: A13GUST 24, 2007 sCALEAS NOTEDCIVIL SLR PROJECTNo: 04-024.00 INTERIOR BS SHEET No: LANDSDRAWN BY: ATG R002 DRAWN BY: JRP CHECKED BY: SLR I APPROVED BY: ATG 14 15 1 I 3 4 5 6 7 8 11 9 10 11 12 13 14 15 I - , TRUE . ENGINEERING & ARCHITECTURE, INC. K 270' REW CIRCLE OCOEE, FLORIDA 3476, M ATC H I I N E K PHONE 407654 4646 FAX 407654-4621 WEB SITE: w'uw•TRUEENGINEERING.COM TRUE. EMAIL: true@trueengineering.com 08+00 09-00 10+00 1 1 +00 12+00 13+00 14 00 15+00 16+00 139'-6" Z Ip z J C•n oC.—on w°- NN W� � nco X X N w w NN N_ In LL oll00- G'cp •oc 50' o » ! c'! J zs ls�, �C` l �= z z �� z[ M� z Z 9• 6'• 1 ��, �l ! l x X l • w - w ao I oo f' c` ! x tL i �. ��, 0r o0 z U) ry — z @n z cn {'� �'�, �'l X I l x x =' zs �. �'• !0. x l O• x - z l 5 l x -• x x �� l `p l • 6' C'l �'�, �'� 6.1p- 'c` �<c' ! ��l �'c` OYX �' `,l ��! cal ! ! x CL l 9 • ~ x x ---------- -- ��-- l�l-,�-- �r �7 --- -1 - L ----! --R-- D - ---�------- - ---------- X------------- X----------------------------------- --------------- -- `----c ----- ---- -- --------------------------------------------------- -- ----- - �F-�#<'C,l-- l 0. C' c' -"-C' 3� ! Z�,p 1.� t�`� l ca c' < l l— isRT R �'� r;< 'l s'�; d3� �s ��, �'�; �C. �'� s'� �s l . Z. C`• l p�C, C� p� l �i '�! �!l mac, x ! C'l�! C'l c'! c'l x c'l ! c'! zs l ! l '' ! O x s' �i' l �'zs • 9� . �A � xzs . C`• x x�" x x C` x€ g is zs `zs . I l; zsr, / `9C `�' s. c'< < zsC� ! c'9 �C' l 5 � 9 ! c' S C' zs , C` ! < ! ! p ! l is b' ! `,x. x zc, x �. �! x x cQ� xC'l l,x !l ! x O• c, zc c' C' I- C` p. 6'• n u zs c' A 0. c' 17 C' Z I I zs ! < C' p.. c' l ��c' 6 . l `` u cQ c'! �l zs o_ �r'_ `�� C'l`�l �'! `PC'il ., `�!! l l C� C, ! l X �S l ram. IS. xc ! 11, ,: X f" . I s. t-j. L 1 x .. en. �: :p � C �71 :Y 3�-' . ` l 9�i� - 9(�. �� �` .. - .o re -- ro ' it w . ". a l !.. �� j �gg. en.� ,< . _.... is an. m�. m " en� mroi. _ r , _ F-_— an. an !� �C� lax �� t l ro ro ') ��� l �! InG, ! ��/ ra CC, m xrr. '- am awe dxr aHe _ aka am an a an - a>+ are am _ am .aar' a am —aroma ara am are ara - ata _ro a+A — ! .N �'------� n'� .:..'_'.'' w -e 1. 4. re i< m m i' m re ra m m �E•---m rs �4 ' w .. —� X — �C, �_—�� — — s[� l f X 9 • is . Q. �' 2S . l �� d%. c'. CC�I ro ro rs m re01 ro — / c'1 l / r�, ,n. -sec,! �n C'l mac'! x `s'C�! �'c' `nc', `mac' f'��l l o `mac' `�C' 9. `C` f'C� 6 xl O• �, l �' n. ! l• x pls 9 �� x ��• p� `�c'l �C` cnC� cam! l O ^!6. ��l , : X X x x C'l `�'� P. ' 0 ! l f'C�! `-! ��'�� P`,! �! PRO P0. ED 158 LF! 18" RC ! v mac'! 6 , �'c`l x x x 4�'l H x�� x c�! J pel ` > H I�;; ICall 2 full business days before you clig� L• , Q.. "' !� �. , .,ram �' > ,►1; �• I -A-i •'?�3.��f18.•C1�Jdl•1N021�• ,,,�r .t It's ela w! :.. o o OI O 18001432-4770 v+nnnr� G • :�,� PLAN .cailsunshine.com SCALE: 1 = 30 G 11 ►NAa "on won told 13+00 14--+-00 15+00 F 16+00 130 EXISTING CENTER LIN 12iL. 71� 124 124�72J' 124_62J' --_--` 124_76 124_i 0' 124_E 5�124_`_9_,' 124_5 1 124_43J1_2.4AOJ�' 124��6_,' 124�A6�� PROPOSED 158 LF 18" RCP W- I• CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. nORIDA REGISTRATION M9416 122 PROJECT NAME: FREEMAN COMMERCE 120 PARK C OCOEE , FLORIDA 118 I 116 ' I I No. ( DATE: i REVISION / SUBMISSIONS B SHEETNAW: CONCEPTUAL - - --_ _ - -- -- 114 THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE A CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY PROFILE ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. SCALE: HORIZONTAL: 1" = 30' VERTICAL : 1" = 2' I I 1 2 3 4 5 6 7 8 9 10 11 12 13 n I 14 15 0 b (CONTINUED) 0 COPYRIGHT2007,TRUE ENGINEERING &ARCHITECTURE,INC. DESIGNERHEREBY WRESSLY RESERVES HIS COMMIT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNEC ION WITH THE SPECIFIED PROJECT. ATHESE PLANS AND DRAWINGS ARE NOT To BE REPRODUCED,CHANCED OR COPIEDINANY FORM OR MANNER WHATSOEVER WITHOUT RR TOBTAINING TIM EXPRESS WRITTEN PERMISSION AND CONSENTOFTRUE E•IGINEERSING& ARCHITECRVRE, INC. NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIM OBTAINING SAID WRITTEN PERM1HSSION AND CONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALEAti S NOTED CIVIL SLR PROJECTNo: 04-024.00 INTERIOR BS SHEETNo: LANDSCAPING ATG R003 DRAWN BY: JRPTRP CHECKED BY: SLR APPROVED BY. ATG 15 TRUE. ENGINEERING & ARCHITECTURE, INC. 2701 REW CIRCLE OCOEE, FLORIDA 3¢7 K PHONE 4 07654 -4646 FAX 4 07654 -4621 WEB SITE: uJwu1 'TRUEENGINEERING.COM TRUE, EMAIL: "" @trueengineering.com J I G 19 r jtvly 1 rEr V A 1 IUIN SCALE: 1/8" = V J BUILDING MATERIALS SCHEDULE NUM.MATERIAL COLOR NOTES 1 STUCCO #1 — WALL SURFACE TO BE SELECTED A 2 STUCCO #2 — WALL SURFACE TO BE SELECTED A 3 STUCCO #3 — WINDOW/ WALL TRIM TO BE SELECTED A 4 STUCCO #4 — COLUMNS TO BE SELECTED A 5 GROUND FACE CMU BLOCK — CLAYTON TO BE SELECTED 6 SILL CMU BLOCK — CLAYTON 7 FOAM PILASTERS: EXPANDED POLYSTYRENE TO BE SELECTED I 8 MOULDING: EXPANDED POLYSTYRENE WHITE 9 MOULDING: EXPANDED POLYSTYRENE WHITE 10 STEEL WINDOWS (FIXED) WITH TINTED GLASS TO BE SELECTED 11 STEEL DOORS WITH TEMPERED GLASS TO BE SELECTED 12 ARCHITECTURAL ROOF SHINGLES TERRA COTA 13 HOLLOW METAL DOOR — PAINTED TO BE SELECTED 14 10' x 12' OVERHEAD METAL DOOR SELECTED 15 LIGHTS:ETOB SELECT ED 16 SHEET METAL CANOPY TO BE SELECTED 11 G 10 w tD 2 1J1 it /11 LLL V n 1 ltll r SCALE: 1/8" = 1' 0 it's the law! 18001432 4770 wm.callsunshine.com CERTIFICATE OF AUTHORIZATION# 00008918 ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION 949416 C C r NAME: FREEMAN COMMERCE PARK OCOEE , FLORIDA XTERIOR ELEVATIONS 0 SIDE ELEVATIO 5 g 7 8 9 10 11 12 13 14 15 0 COPYRIGHT 2W7 , TRUE ENGINEERING &ARCIHTECTURE, INC. DESIGNER IIIREBY EXPRESSLY RESERVES HIS COPYRIGHTAND OTHERRIGHTSINTHEIDEAS, DESIGN$ARRANGEAfEN PLANS AND DRAWINGS SHOWNITEREIN. SUCH IDEAS, DESIGNS, ARRANGEMENTS,PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WPIA THE SPECIFIED PROJECT. ATHESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANYFORM ORM1fANNER WHATSOEVER WITHOUTFIRSTOBTAININGTHEEXPRESSWRITTENPERMISSIONANDCONSENTOFTRUEENGINEERSING& ARCHI7ECTTURE, INC. NOR ARE THEYTOBEASSIGNEDTOANYPARTYWITHOUTFIRSTOBTAININGSAIDWRITTENPERABSSIONANDCONSENT. ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04- 024.00 1 AS NOTED INTERIOR BS SHEET No: LANDSCAPING ATG DRAWN APPROVE J D BY: ARTPG A201CHECKEDBY: SLR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PAINTED GALV MTL COPING TRUE. 7/8" STUCCO OVER CMU WALL EXTRUDED FOAM DECORATIVE TRIM _dA W/ HOLD-DOWN CLIPS EA. SIDE t ENGINEERING & ARCHITECTURE, INC. ON THE TOP OF SIDE PARAPET WALL 27O1REwcIRCLE ocoEE,FLORIDA 34761 g METAL FLASHING - INTERIOR WALL FINISHES BY - - CONT P.T. WOOD NAILERS P.T. PLYWOOD HAILERS K PHONE 407654-4646 FAX 407654-4621 FUTURE TENANT TO MATCH INSUL THICKNESS WEB SITE: u'w`TRUEENGINEER]NG.COM 2x6 P. WOOD BLOCKING P`°' TRUE. EMAIL- true@trueengineering.com CONT MTL ANGLE PAINTED GALV MTL FLASHING -- - - - - - - - - -°r SEE STRUCT DWGS ARCHITECTURAL FIBERGLASS SHINGLES t ,'+ ' BUILT-UP ROOFING SYSTEM ~°' SEALANT ELASTOMERIC COATING + OVER #30 FELT, ON EXT WOOD OVER RIGID INSULATION DECKING AND PREFAB WOOD TRUSSES OVER CMU WALL ON MTL DECK / - i " ` MTL JOIST BEARING PLATE CMU TIE BEAM _ 4' SEE STRUCTURAL DWGS J @ 12'-0" AFF SEE FRONT PARAPET DETAIL STRUCT °RAL DRAWINGS ' J SCALE: 3/4" =1' 7/8" STUCCO OVER CMU WALL _ METAL FLASHING 8. .a.:_ . BUILT-IN MTL REGLET/ COUNTER FLASHING BACK PARAPET DETAIL - _ _ _ _ - CANT STRIP 6 _ SCALE: 3/4" = 1' CONT P.T. WOOD NAILERS TO MATCH INSUL THICKNESS CONT MTL ANGLE 7/8" STUCCO OVER CMU WALL I ALUM/VINYL SOFFIT g.. WOOD FASCIA - -- OVER DENSE ° GLASS SHEATHING JOIST BEARING PLATE INTERIOR WALL FINISHES BY _ 1 1 ALUM/VINYL SOFFIT FUTURE TENANT — � 2 FLANGE AROUND EDGE; TAPCON TO CMU 1 OVER DENSE ' ' -'•' ROOF DETAIL W/ 4"x12" TAPCONS 12" O.C. MAX.; ' ' g INSTALL PRIOR TO STUCCO; LATH & GLASS SHEATHING � � �`•�. • SCALE: 3/4" = 1' STUCCO WALL FINISH - . R• ALUM THRESHOLD STUCCO OVER 2" FLANGE H P.T. WOOD BEAM , 1 - - - - - - -� - - - - - — CMU LINTEL BEAM W/ WEATHER-STRIPPINGZPAINTED GALVANIZED SHEET METAL CANOPY H STUCCO TRIM � _ _ OVER THE BACK ENTRANCE DOOR ON MTL Call 2 full d. before you dig BRACKETS BOLTED TO CMU WALLS BY SHEET business 1 ► 4" REINFORCED CONC SLAB 2 METAL MANUFACTURE. -- 1 1 EXPANSION JOINT W/ SLAB TURNDOWN AT STUCCO OVER � � � •� .A o 11's Ise law. 12" DIA. CMU COLUMN _ _ _ _ _ _ FILLER � _ � �-- --�— _ ;. _ � ,° a THE DOOR OPENING ( '' ' r '' '.� � CONC SIDEWALK - 1 1 1 I 1 HOLLOW METAL DOOR__` 1 >, , `X 18001432 -4770 SEE CIVIL DRAWINGS I I FRAME (PAINTED) 1'-0' �, CMU DOOR LINTEL BEAM www.callsunshine.com G ENTRANCE CANOPY DETAIL �. �) r SEE STRUCT. FOR LINTEL SCHEDULE G SCALE: 3/4" = 1' a ° CONT CONC FOOTING SEE STRUCT DWGS BACK ENTRANCE CANOPY DETAIL = . - THRESHOLD DETAIL SCALE: 3/4" 1' S SCALE: 3/4" = 1' OD OC F I F 3 T/0 CORNICE _ _ _ i 1i O OA — —I— EL. 130 -8"; 1 � � �--- ELASTOMERIC COATING AC UNIT BUILT-UP ROOF ON INSULATED T/0 PARAPET —_ � OVER 8" CMU METAL ROOF DECK 6 _ _ _ _ ------------- EL. EL. 127'-6" I F-1 T/O CMU E A301 �� _ - --I i LJ i 2� SLOPE I EL. 122-8" E 2% SLOPE JOIST BEARING ME r EL. 122'-0" l 1 JOIST BEARING _ OI 122'-2" J ' - 7/8" STUCCO FINISH _ 7/8" STUCCO - — OVER CMU WALL WALL FINISH - DECORATIVE ■_ STUCCO TRIM _ 8" CMU WITH HORIZONTAL STEEL PLATE - SEE » 2 8 CMU WITH HORIZONTAL D A301 ��---__---___- _----------- � -1 REIN. @ 16 O.C. (TYPICAL) STRUCT DRAWINGS � REIN. ®16" O.C. (TYPICAL) i WALL FINISHES BY FUTURE TENANT D / ' _ - ' LITE GAGE MTL ROOF JOISTS © 24"O.C.— SEE STRUCT CERTIFICATE OF AUTHORIZATION#00008918 T 0 TRUSS - DRAWINGS FOR SIZE AND CONNECTION DETAILS CMU TIE BEAM ENGINEER OF RECORD: AMR T. GAWAD, P.E. FLORIDA REGISTRATION #49416 EL. 115 —2 � � ®12'-0" AFF PROJECT NAME: B/O TIE BEAM CMU TIE BEAM EL. 112'-0" '� ; ® 12'-0" AFF � TRUSS BEARING --------- _ �_ I A301 1�---- — 1 _ � �FREEMAN COMMERCE EL. 111'-2" T/0 MTL CANOPY PARK ' ' ' EL. 108'-4" I C OCOEE , FLORIDA 1 , B/0 LINTEL BEAM �' - - `— - - - - - CMU DOOR LINTEL BEAM ; ; B/O LINTEL BLOCK EL 108 -0 , 1 1 , STEEL COLUMN T%0 DOOR ' — — ; _ _ ' SEE STRUCT DRAWINGS 1 — EL. 107 7-4 " — —{-- ---- l I I 4" CONCRETE SLAB ON 10 MIL BLOCKED OUT SLAB FOR INSTALLATION 1 VAPOR BARRIER OVER OF STEEL COLUMN 5 TERMITE -TREATED COMPACTED FILL SEE STRUCT DRAWINGS 1 B , No. DATE: REVISION / SUBMISSIONS 1i i B SHEET NAME. ST FLR . . :, .. .. .. , � I I - I I I - III -:..i •.I I• -.11..1 -.. 1 I .I -� III -.• I • I - - I - .•::.::.T.'.i• ..., • ..:.:,,.::_:— I .I I—y=I I I—.1—•.a=' —� --_ __..... II_ I _ 'I_ I I -i ` - III - i I -i _I-II - 1ST FLR • -0 (REF)EL. 100 _I -—_I_—_IEL. 1 ,.I• : • .'T.r . •.'.:� ;}•'-'':..;: ` III=III'^I I I_- III-: � .... • I I I.I ,f �I I ..' ,} :., ..' " i:�:`:: `. • 1=1 11=1 --- I-----------_, I I I,r1;=Lri - = —I h� i —III _ BUILDING SECTIONS III-1 11, ; ,1I11=1 11_1 1_1 I Ed 111_I 11-I CONC FOOTING (CONT) -1iL� I I -III —I I REINFORCED CONC FOOTING FOOTING SEE STRUCT DRAWINGS SEE STRUCT DRAWINGS I 0 COPYRIGHT2007, TRUE ENGINEERING @. ARCIHTECIURF, INC. DESIGNERIMBY EXPRESSLY RESERVES IHS COPYRIGHT AND OTHER RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PLANS AND DRAWINGS SHOWN HEREIN. SUCH IDEAS, DESIGNS,ARRANGEMENfS, 1 PLANS AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM ORhIANNER WHATSOEVER WITHOUT BUILDING SECTION FIRST A TFI TOBTAININGT THE EXPRESS PRESS WITHOUTWRPERWSSINAND CONSENT '1FTRUEENGINEERSIN CONSENT.�H�� INC. NOR ARE THEY ARCHITECTURAL BS DATE: AUGUST 24, 2007 SCALE: CIVIL SLR PROJECTNo: 04-024.00' SCALE: 1/4" = 1' INTERIOR BS SHEET No: LANDSCAPING ATG A301 DRAWN BY: •�CHECKED BY: SLR ( I APPROVED BY: ATG 1 2 3 4 5 6 7 8 19 10 11 12 13 14 15 r I k r = =1 ZATJ MISCELLANEOUS A. Project Status Update B. November 2007 Calendar OAP & Z1Divider Sheets.doc PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER 547 Ocoee Business Parkway Building Plans 06/28/07 BH 1st Revisions DENIED on 7/12/07. Advance Auto Parts 151 N. Clarke Road Monument Sign 10/10/07 BH 1st Monument Sign DENIED on 10-16-07 Advance Auto Parts 151 N. Clarke Road North Wall Sign 10/10/07 BH 1st Wall Sign APPROVED on 10-11-07 Small Scale Site Albertsons Shopping Center SS-2007-002 Plan 09/25/07 AF 2nd APPROVED ON 10/08/07 Amscot 219 Clarke Road North Building Plans 06/20/07 RW 1st Interior Alteration DENIED on 6/22/07. Preliminary Arden Park North LS-2007-016 Subdivision Plan 07/02/07 BH 1st Staff comments sent out on 10/18/07 Small Scale Site Bank Atlantic SS-2007-004 Plan 10/17/07 BH 1st Staff comments are due on 11/14/07 Bhatta Lot Split 3420 Big Eagle Drive Plat 08/23/07 AF 2nd Plat DENIED 9/24/07 Boys 2 Men - 1688 E Silver Star Road Building Plans 09/17/07 MR 2nd Sign APPROVED 9/17/07 Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 07/12/07 AF 2nd Staff comments were sent out on 8/30/07. Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 8th Plat DENIED on 03/28/07. Citrus Medical/Hettinger 1530 Citrus Medical Court Building Plans 07/26/07 BH 3rd New Commercial Building/Interior DENIED on 7/31/07. Citrus Medical/Siemian 1520 Citrus Medical Court Building Plans 07/26/07 BH 3rd New Commercial Building/Interior DENIED on 7/31/07. Cleaners/Shermans Home D6cor 1131 Clarke Road Wall Sign 10/17/07 RW 1st Wall Sign APPROVED on 10-18-07 Clearwire Colocation 499 W. Silver Star Road Building Plans 11/07/07 BH 3rd Add slab, cabinet & antennas to tower Crosslander Truck Sales 751 L F Roper Parkway Building Plans 09/06/07 AF 2nd Monument Sign APPROVED 10/02/07 Darren Center AX-08-06-30 Annexation 02/20/07 AF 2nd Staff comments sent to applicant 03/29/07. Desert Moon 282 Moore Road Interior Alteration 10/18/07 AF 1st Interior Alteration APPROVED on 10-18-07 Dynasty Gallery and Collectibles at West Oaks Revisions to ,village SS-2006-003 SSSP 09/27/07 BH 1 st Staff comments sent out on 10/16/07 Current Project Status2.xls/Review 11/7/2007 1 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- M�TTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER Dynasty Gallery and Collectibles at West Oaks Village Monument Sign 10/24/07 RW 1st Monument Sign APPROVED on 10-24-07 Dunkin Donuts 11204 W. Colonial Drive Sign & Facade 10/11/07 BH 1st Sign & Fagade DENIED on 10-23-07 Eagle Creek of Ocoee RZ-05-08-06 Rezoning 05/07/07 BH 2nd Staff comments sent to applicant on 6/27/07. Eagles Landing 4224 Ocoee Apopka Road Building Plans 09/24/07 AF 1st Subdivision Wall APPROVED on 10-16-07 Eagles Landing Phase I Plat 08/31/07 AF 1st DENIED on 10/10/07 Eagles Landing Phase II Plat 08/31/07 AF 1st DENIED on 10/10/07 Eagles Landing Phase III Plat 08/31/07 AF 1st DENIED on 10/10/07 East Crown Point Townhomes AX-05-09-26 Annexation 12/05/06 AF 4th Staff comments sent to applicant 01/19/07. Extra Space Storage - 1101 Marshall Farms Rd Building Plans 09/06/07 RBW 1st Sign APPROVED 9/11/07 Family Dentistry 10155 W. Colonial Drive Building Plans 09/21/07 RW 1st Wall Sign APPROVED 10-03-07 Fifth Third Bank - 121 N Clarke Road Building Plans 09/06/07 BH 2nd Wall Sign South Elevation APPROVED 9/12/07 Fifth Third Bank - 121 N Clarke Road Building Plans 09/06/07 BH 2nd Wall Sign West Elevation APPROVED 9/12/07 Fifth Third Bank - 121 N Clarke Road Building Plans 09/13/07 BH 2nd Monument Sign SW Corner APPROVED 9/12/07 Amendment to Preliminary/Final Foote Property SS-2005-003 Subdivision Plan 10/18/07 BH 1st Staff Comments due 11/15/07 Fountains West Retaining Wall 10/11/07 RW 1st Retaining Wall APPROVED on 10-11-07 Fountains West/Publix 301 West Road Building Plans 09/21/07 AF 3rd New Commercial Building APPROVED on 9/13/07 Fountains West Revsions to 301 West Road LS-2006-009 P/FSP 10/30/07 AF 1st Staff Comments on Revisions due 11/27/07 Revisions to P/F Subdivision Plan & P/F Site Plan Fountains West - Lot 6 LS-2006-009 for Lot 6 11/07/07 AF 1st Staff comments due 11/27/07 slz 307 West Road Retail A/Fountains West New Commercial Shell Bldg Building Plans 09/07/07 AF 3rd New Commercial Shell Building APPROVED 9/13/07 295 West Road Retail C/Fountains West New Commercial Shell Bldg Building Plans 09/07/07 AF 3rd New Commercial Shell Building APPROVED 9/13/07 Current Project Status2.xls/Review 11/7/2007 2 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO, SUBMITTAL RECEIVED ER NUMBER Preliminary Site Freeman Commerce Center LS-2006-006 Plan 08/30107 AF 3rd Staff comments due on 9/26/07. Glad Tidings Church LS-2007-018 Expansion 09/17/07 AF 1st Staff comments due on 10/17/07 Grace Park 329 Franklin Street Building Plans 09/17/07 RW 1st Sign APPROVED 9/17/07 GTE Federal Credit Union Signs 10/08/07 BH 1 Wall Sign APPROVED --Ground Sign DENIED 10-10 07 GTE Federal Credit Union SS-2006-007 SSSP Revisions 09/25/07 BH 1st APPROVED on 10/10/07 Large Scale Site Hampton Inn LS-2007-017 Plan 10/10/07 BH 1st Staff comments sent out on 10i26/07 Health Central Hemple Ave/Grove Street Roadway Improvements no number 11/01/07 AF 3rd Staff comments are due 11/15/07 Final Subdivision Ingram Estates LS-2005-001 Plan 08/23/07 AF 6th APPROVED by CC on 11/06/07 Ingram Trails LS-2005-009 Plat 08/21/07 BH 4th Plat APPROVED on 8/28/07. Ink Stop 10177 W. Colonial Drive Wall Sign 10/17/07 RW 1st Wall Sign APPROVED on 10-18-07 Irwin Warehouse 840 Maguire Road LS-2005-009 Plat 06/22/07 BH 3rd Plat DENIED on 07/06/07. 11127 W Colonial Drive Island Cuisine Building Plans 09/21/07 RW 1st ReRoof APPROVED 10/01/07 11127 W Colonial Drive Island Cuisine Building Plans 09/07/07 BH 2nd Wall Sign APPROVED 9111107 Jamela Storage Facility Electric 10/12/07 2nd Electric APPROVED on 10-15-07 Just For Brakes Building Plans 08/28/07 BH 1st Wall Sign DENIED 8128/07 Just For Brakes Building Plans 10/03/07 MR 1st Canopy LA Fitness Wall Sign 10/11/07 AF 1st Wall Sign APPROVED on 10-16-07 Temp L.A. Fitness Construction 1560 E. Silver Star Road East Sin 11/05/07 RW 1st Temp Construction Sign APPROVED 11/5/07 Current Project Status2.xis/Review 11/7/2007 3 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT=TYPEDATE REVIEW SUB- MITTAL STATUS NO. RECEIVED ER NUMBER Preliminary Subdivision Plan & Preliminary Lake Butler Professional Campus LS-07-019 Site Plan 09/19/07 BH 1st Staff comments due 10/19/07 Lanham Wholesale Monument Sign 10/15/07 AF 1st Monument Sign APPROVED on 10-16-07 Maguire Groves / Desert Moon 282 Moore Road Building Plans 09/26/07 RW 1st Monument Sign APPROVED ON 9-26-07 Marshall Farms Warehouse SS-2002-009 FEMA 04/18/07 AF 2nd Staff comments were sent out on 6/22/07 McCormick Woods Phase 1 & 2 LS-2001-002 revision to FSP 09/25/07 AF 1st APPROVED on 10/04/07 McCormick Woods Phases 1 & 2 LS-2001-002 revision to FSP 10/04/07 AF 2nd APPROVED on 10/25/07 Revisions to McCormick Woods Phases 1 & 2 LS-2001-002 FSP 11/07/07 AF 1st Staff comments due 11/21/07 slz McCormick Woods 647 Wooster Drive Building Plans 09/13/07 AF 2nd Community Pool APPROVED 9/26/07 McCully Place Plat 07/30/07 MR 2nd Plat DENIED on 7/31/07. Meadow Ridge Plat 10/02/07 MR 3rd Plat APPROVED on 10-04-07 Meadow Ridge 379 Douglas Edward Drive Building Plans 05/22/07 AF 1st Revisions to Cabana DENIED on 6/12/07. Meadow Ridge 383 Douglas Edward Drive Building Plans 09/04/07 AF 1st Revisions to Hardscape Plans (Pg. HS-03) Meadow Ridge Commercial Plat 09/25/07 BH 1st Plat DENIED on 10-22-07 Meadow Ridge Commercial Maguire Road, Bldg. D Building Plans 06/27/07 BH 3rd New Shell Building DENIED on 5/30/07. MI Ranchito 148 W. Silver Star Road Building Plans 09/26/07 BH 3rd New Commercial Building DENIED on 10/08/07 Milton Groves Plat 07/27/07 AF 2nd Replat of lot 78 DENIED 8/24/07. Small Scale Site Oak Commerce Center SS-2007-005 Plan 11/01/07 BH 1st Staff comments due 11/30/07 Annexation & Oak Trail Reserve PUD AX-04-07-06 Rezoning 04/02/07 MR 1st APPROVED by CC on 8/7/07. Large Scale Final Subdivision Oak Trail Reserve PUD LS-2007-010 Plan 09/20/07 AF 2nd Staff Comments are due on 10/22/07 Ocoee Commons/Texas Roadhouse 1150 Blackwood Avenue Building Plans 09/05/07 BH 2nd New Building APPROVED 9/13/07 Current Project Status2.xls/Review 11/7/2007 4 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER Ocoee Family Funeral 101 McKey Street W Awning 10/12/07 RW 1st Awning APPROVED on 10-15-07 Ocoee Health Care Center Building Plans 09/06/07 AF 1st Replace Underdrain APPROVED on 10-03-07 Ocoee Pines Final Subdivision Plans LS-2007-015 FSP 09/17/07 AF 1st Staff comments due on 10/17/07 Orchard Park Building Plan 10/01/07 BH 1st Gazebo fence DENIED on 10-03-07 Orchard Park Gazebo Fence 10/29/07 BH 2nd Gazebo fence APPROVED on 10-29-07 Playground Orchard Park Fence 10/29/07 BH 2nd Playground fence APPROVED on 10-29-07 Plantation Groves Monument Signs 250 Moore Road (2) 10/29/07 AF 3rd Monument Signs DENIED on 11-01-07 Revisions to Final Subdivision Prairie Lake Reserve PUD LS-2004-026 Plan 10/23107 AF 2nd Staff comments due 11/06/07 Prairie Lakes Tract A Plat 09/18/07 BH 2nd Plat DENIED on 10-15-07 Prairie Lakes Tract A LS-2006-001 Revision to FSP 09/05/07 BH 2nd APPROVED on 9/26/07 Prestige Gunite - Ocoee LS-2007-012 Final Site Plan 09/20/07 BH 2nd Staff comments sent out on 11/05/07 Quik Drop Wall Sign 10/15/07 RW 1st Wall Sign APPROVED 10-15-07 Right Fuel 331 W Silver Star Road LS-2007-012 Final Site Plan 03/23/07 BH 1st Staff comments sent to applicant 05101/07. Select Physical Therapy Wall Sign 10/11/07 BH 1st Wall Sign DENIED on 10-12-07 Select Physical Therapy Wail Sign 10/24/07 BH 2nd Wall Sign DENIED on 10-24-07 Select Physical Therapy Wall Sign 10/31/07 BH 3rd Wall Sign APPROVED on 11-01-07 Setaram Office Property Building Plans 09/07/07 AF 1st Sign APPROVED 9/18/07 Sherman's Gift Home D6cor Monument Sign 10/30/07 RW 1st Monument Sign APPROVED on 10-30-07 Large Scale Site Shoppes at West Oaks LS-2007-013 Plan 09/24/07 AF 2nd Staff comments due 10/23/07 Silver Star Retail Center Building Plans 08/03/07 AF 2nd APPROVED on 8/6/07. Sonntag Lot Split Plat 09/10/07 MR 3rd Plat APPROVED 9/13/07 Sonntag Lot Split Plat 10/18/07 MR 4th Plat APPROVED 10-22-07 Sunken Treasure 9401 Colonial Drive W #368 West Oaks Mall Wall Sign 10/12/07 RW 1st Wall Sign APPROVED on 10-15-07 Suntrust Bank Small Scale Site Fountains West PUD, Lot 1 SS-2007-003 Plan 11/05/07 AF 2nd Staff comments due 12/03/07 Communication TB108 Communications Tower Tower 11/07/07 1st Communication Tower Current Project Status2.xls/Review 11/7/2007 5 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER Tec Mart 250 Moore Road Wall Sign 10/12/07 RW 1st Wall Sign APPROVED on 10-15-07 Texas Roadhouse Restaurant 1150 Blackwood Avenue Building Plans 09/20/07 RBW 1st Monument Sign APPROVED 9/20/07 Texas Roadhouse Restaurant Building Plans 09/20/07 RBW 1st Wall Sign APPROVED 9/20/07 Small Scale Site Texas Roadhouse Restaurant SS-2007-001 Plan 08/29/07 BH 3rd APPROVED on 9/11/07 Thornebrooke Relief Elementary Building Plans 08/09/07 BH 2nd Comments were sent out on 11/5/07 Too,lays Interior Alteration 10/10/07 RW 1st Interior Alteration APPROVED on 10-11-07 Town of Ocoee / Portraits Now Monument Sign 10/30/07 RW 1st Monument Sign APPROVED on 10-30-07 Revision to Tutor Time Day Care 1025 S. Clarke Road SS-2006-006 SSSP 09/27/07 BH 1st Staff comments sent out on 10/16/07 Tutor Time 1025 S. Clarke Road Monument Sign 10/24/07 RW 1st Monument Sign APPROVED on 10-24-07 Large Scale Site Value Place Hotel LS-2007-020 Plan 10/12/07 AF 1st Staff comments due 11/09/07 Modular Victory Baptist Church Buildings 10/02/07 AF 1st Modular Buildings APPROVED on 10-10-07 Village Markeetplace / Benjamin Moore Paint Store Wall Sign 10/30/07 RW 1st Wall Sign DENIED on 10-30-07 Wesmere Master Development & Townhomes LS-2005-008 FSP 10/09/07 BH 3rd Revisions to Final Subdivision Plan Large Scale Subdivision Plan West 50 Commercial Subdivision LS-2005-008 Revisions 09/04/07 BH 2nd APPROVED on 9/12/07 West 50 Commercial Subdivision Plat 08/15/07 BH 2nd Plat DENIED on 09/10/07. West Colonial Parcel (Walia) Plat 09/24/07 BH 3rd Plat APPROVED 9/25/07 AX-05-08-25 West Colonial Parcel (Walia) LS-07-021 AX & PSP 11/06/07 BH 3rd Staff comments due 12/04/07 West End Professional Park AX-0-08-25 PSP/FSP 08/15/07 AF 1st Staff Comments due on 9/14/07. Colocation of antenas on West Orange Commercial existing tower 10/31/07 Colocation of antenas on existing tower West Orange Investments/Ocoee Storage 981 Marshall Farms Road New Building 10/22/07 AF 2nd New Building APPROVED on 10-31-07 Current Project Status2.xls/Review 11/7/2007 6 of 7 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER Preliminary / West RV & Boat Storage LS-2005-013 Final Site Plan 10/31/07 BH 4th Staff comments due 11/29/07 Revisions to Final Subdivision Westyn Bay 4 & 5 LS-2003-005 Plan 08/27/07 AF 3rd APPROVED on 9/12/07 Revision to Final West n Bay LS-2003-005 Subsivision Plan 09/12/07 AF 1st APPROVED on 10/10/07 Current Project Status2.xls/Review 11/7/2007 7 of 7 Sun Mon Tue y'Wed Fri ®�®Sat 1 2 3 Human Relations Diversity Board @Conan. Cbambas 7 p.m. 4 5 6 7 8 CACOPD 9 10 Ocoee School City Commission @Fat Station One Veteran's Day Advisory Board Meetine 7p•m• Services (4 Conan C'luunbms @ Comm. Chambers ® Su ke late Part 7 P.M. 7:15 P.M. Military Film Viewing 11 a.m. by Rep. Nelson's Oje. Q Comm. Chambers 7 p.m. 11 Veteran's Day 12 13 14 General 15 16 17 Planning & Zoning Employees CACOPD ('ommi,ion Pension Board @Comm. Chambers @ Coamr. cimats s @ Comm Chambers 7 p.m. 1120/07 Agenda Item 7 pm. 10 a.m. Titles Due to CC 1120/07 Staff Report 11/20/07 Agenda Due to CC by 10 am published 18 19 20 21 22 Happy 23 24 Parks& Rec. Ciry Commission I Thanksgiving Advisory Board Meeting @ h.. vdusn's Curer @ Conan. Chamber 7:30 p.m. 7:15 pm. M City HAD Claud City Hall Closed w 25 126 27 code 28 weal Orange 29 30 Enforcement Board I Airport Authority @ Comm. Chambers @ Comm. Chambers 7 p.m. 10 a.m. 12Titles Agenda Item Staff Reports l2/0ubli Agenda Titles Due to CC Duero CC by 10 a.m. Duero Published _ N